The URL can be used to link to this page

Home My WebLink AboutStorm Water 1-5 BLD-2017-0648 3518 W2nd Street • v‘ I Plti SNIlyir,Z, ...ZI 1 -...----.. 41 I 1 -----3/4-ateciN • _ i.41 % 11 • 1 P it* 1 ; . «' a u, 1;, gralat tt It L. "14` I . .' • e. '4. ' Cail) S a ‘. * ti, J t }is . !f' b � ►, Y, et sa 1 t f-i.1 c 7 ,.:: PICit }J t• IkA V1 .t t biL) i �. : I : t S L.:Jiiri) Iiiiiirs c u rhs • 3 C K* WitalSre) It 1 fla Wilt4 M if 3 Aility ....../ cak i , -,.. 62.. 1 ____:_,..... .„ ii cum .% * et' (1/4:4.1140-1) ktilao 41.44. ar_i_ ...i 41.1‘.43twIA tiriP%sic22 b° Lae Lit pc. kJ d• 14" Cit*to cti4 is 'f• 2a -}:,ti 1 1 tt` k a 3 o 'N----‘4,,..1 st : 8. C") ei.....te.". (14) >' r 1rAsN ., , , ; l 0 MOO ,:, n y1 .4888-4PhIP 13 1 ‘1/4... , .it. - F a, f 'I {n{ i1yr" dot-5: 1 r s . } t $ 4t) Coo, \ $11 n \ . 111 ftif•', 14 :• ramt - y { .. r r'3 '' r ; ?�« Y t . :settwtr... .3 t1, .1;t . .1I 4 1111...1 � : 1• • �ell• ' Cilti 'l'/i•fit.r..1�. :1 : enAAy r// 1.. ..., . . Y j stysiatis .ipp• -:!.,1(:::(ii: \--s te•esse E .......Th ‘ , . „.:,.. :.‘ : tio . ,..... ...pr.° , -.. , "Fps it 1 1‘173/414 1 MLI.... 'il. tL 1i. c ., (�� w ti,.-': .•:4.; 4: i; i li.1 dil.:41 .......SICH.........,.......... ............. IA iaelea CI) klille ,...• 4144%.. ;11.... 10 •••., c .jjoits.\\ \ e n , 4„„isii..... 1/4.,.. .......... co,. , 11 itszi; ............. � : . �.. _as L__ rt---4. 4 __ V 1r .1 r r. < .. ;', '' y I z Q.,., , . „ . t I:4 Ardpil ernes°. ' —ri. .. . = 1, Pette:$tn laa\Z. LI ,..."-4 Low IA '2'•4 cr) .,,,, ,, „.„ .. :, _. ....,.. , a.) , p ,., , ,, 4 I . ‘111111.12111 ti ry [� _ r {t c�;. N .�J < • M�. t'' 111 I 1. let -enc. PlE I. �� Tel 1, ', ■�s `sal 4,.... '` 1 CD 4JI ' :'2 ; + C I ., ter;, I �0 Y �, )„1 IL- it.„ . �' /. .� I h' L.S. }II f rcze. aka ... - C3 4_ City of Anacortes Invoice/Permit#: BLD-2017-0648 904 6th Street \. Applied date: 12/15/2017 4 P.O.Box 547 Issue date: 02/21/2018 ' 'Ise Anacortes, WA 98221-0547 1 Expire date: 08/20/2019 �x; (360) 293-1901 Job Address: 3518 W 2ND ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P109011 Remarks: Construct new single family residence per approved plans. Owner: PAUL DEMMON Contractor: ANACORTES CONSTRUCTION SERVICES Address: 1004 COMMERCIAL AVE Address: PO BOX 380 PMB#591 ANACORTES WA 98221 ANACORTES WA 98221-0380 Phone: (360) 739-8007 Phone: (360)293-7100 License#: ANACOCS971 DP General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 1,962.55 Basement Square Footage 844 Plan Review Fee 1,075.66 Lot Area 7500 Mechanical Permit Fees 116.85 1st Floor Square Footage 1297 Plumbing Permit Fee 153.00 Garage Square Footage 552 State Building Code Fee 4.50 Deck Square Footage 116 Sewer Inspection Fee 50.00 Porch Square Footage 302 Storm Drain GFC-Residential 1,550.93 Building Valuation 273000 Sewer GFC-Residential 9,206.33 # Forced Air Furnace<=1,000 1 Park Impact Fee 615.00 #of Other Fixtures 1 Traffic Impact Fee 900.00 #of Clothes Dryers 1 Total Calculated: 15,834.82 #of Clothes Washers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #of Gas Fireplace 1 Total Due: 15,634.82 #of Gas Piping 6 #of Gas Water Heaters 1 c-a --; -ID ID 0, -„ #of Water Piping 2 m_ ,;: : '' ND x '-.; #of Hose Bibbs 3 `... if,~ µ #of Kitchen Sinks 1 '1 — #of Lavatories 4 r=▪' Y z. I 2> #of Range Hoods 1 h_� = 0% T.,. h.) LL #of Showers 2 '-'▪a I:. = CO '_' •='.• `-.4 ., -- i' #of Slop Sinks 1 F.2 �rr, m; n�. #of Ventilation Fans 4 -. "' #of Water Closets 3 "° `-' ' ro r y, = m ,i U , t W .I r 7, X1 I. 0 F+ �, --1 C 4 F-` 71 C' f,J 1 U .,: CD i_ t' -. C. -, r-. �• C') C': 4.. _n t.n :L. rii C • U .T_1 1--- I,. ci. , ,—+ 1 4, U C) h.j 1':i 'i i CO 1l =o- N, t; CO 1T y City of Anacortes Invoice/Permit#: BLD-2017-0648 , 904 6th Street `"■ +' P.O.Box 547 Applied date: 12/15/2017 Issue date: 02/21/2018 Anacortes, WA 98221-0547 Expire date: 08/20/2019 T (360) 293-1901 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AN EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVE ING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES N PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER ST OR LOCAL LAW REGULATI N UCTION OR THE PERFORMANCE OF CONSTRUCTION. URE OF 0 N OR AUTHORIZED AGENT ISS • HERRICSTAD ENGINIEEMNG PS Civil Engineer 4320 Whistle Lake Road Dale Herrigstad, P.E. Aaade®rte3, WA 98221 (360) 299-8804 3518 W 2t d Street Home Site DRAINAGE ANALYSIS February 20,2018 Job#2018-14 Prepared By: Dale K.Herrigstad P.E. �ERRICS� 1 gQ _F 4ASIIjk t� 4'.(1 11' il • A A� 27801 4"S'S/ONALC5 o - e.,0 16 Owner: Paul Demmon 1004 Commercial Avenue PMB 591 Anacortes, WA 98221 The stormwater plan will be based on the requirements of the 2014 DOE Stormwater Management Manual for Western Washington, as required by the City of Anacortes Drainage Ordinance. 2 TABLE OF CONTENTS Page SECTION TITLE 2 PROJECT DESCRIPTION 2 EXISTING CONDITIONS 3 DOE Stormwater Management Manual Minimum Requirements 3 Minimum Requirement#1: Prepare a Stormwater Site Plan 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) 4 Minimum Requirement#3: Source Control of Pollution 4 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls 4 Minimum Requirement#5: On-site Stormwater Management ATTACHMENT A Developed Site Conditions ATTACHMENT B Soils report ATTACHMENT C DOE Manual Flow Chart Figure I-2.4.1 ATTACHMENT D Soil amendment requirements ATTACHMENT E Perforated stub-out Connection PROJECT DESCRIPTION This project is to construct a 2,380 square foot home,patios and decks and 528 square foot driveway& sidewalk areas for a total of 2,926 square foot total impervious area on a 7,500 square foot lot at 3518 W 2nd Street. See ATTACHMENT A. EXISTING SITE CONDITIONS The 7,500 square foot or 0.17 acre site is grass with blackberry bushes and no trees on site. The site slopes from the south to the north at 18%to 25%over the entire site. Linda Spicher, Septic System Designer, completed a soils report for the site and is included in ATTACHMENT B. The underlying restrictive soil layer was found on site at 24"to 43"in depth as shown in the report. The water table was found at 24"to 43". 3 DOE Stormwater Management Manual Minimum requirements: According to the 2014 DOE manual figure I-2.4.1 Flow Chart: Does the site have 35%or more of existing impervious coverage—No Does the site add 5000 square feet of new impervious surfaces—No Does the site convert 3A acres or more of native vegetation to lawn—No Does the project have 2,000 square feet of new impervious surfaces—Yes Minimum requirements#1 through#5 apply to this project. (See flow chart in ATTACHMENT C) Minimum Requirement#1: Prepare a Stormwater Site Plan. Volume 1, Chapter 3 steps (page 3-1). Step 1. Collect and Analyze Information on Existing Conditions. The site slopes at 18%to 25%for most all of the existing lot. The site is primarily blackberry bushes with some grass around the perimeter of the site. An adjacent drainage system consisting of a 12"pvc storm pipe runs along the west property line at the curb line. A drainage swale is located along the base of the 40%slope at the back of the site to collect offsite drainage. The site soils as discussed above are found to be shallow with a restrictive layer at 24"to 43"below the surface with a water table at 24"to 43". The soils report is included in ATTACHMENT B. Step 2.Prepare a Preliminary Development Layout. During construction approximately 6,000 square feet will be disturbed. A proposed layout is attached as ATTACHMENT A. Step 3.Perform an offsite analysis: The downstream drainage system is conveyed to a 12"drainage system on the East side of Kansad Avenue on the east side of this site and flows north 130 feet before discharging to an open drainage ditch on the south side of Oakes Avenue. After 612 feet of open ditch the drainage system is a closed system for 1,163 feet to the Guemes Channel. No offsite water enters this site due to the curb and gutter along West 2nd Street. Step 4.Determine and Read Applicable Minimum Requirements. Threshold requirements: See DOE flow chart 2.4.1 in ATTACHMENT C. The total new impervious area is under 5,000 square feet at 2,926 square feet. Minimum requirements 1 through 5 are required. Step 5.Prepare a Permanent Stormwater Control Plan A storm water plan is provided in the developed site plan in Attachment A. LID options will be addressed in Minimum Requirements#5 below. Step 6. Prepare a Construction Stormwater Pollution Prevention Plan. See minimum requirement#2 below for SWPPP. Step 7. Complete a Stormwater Site Plan: The project overview has been provided at the beginning of this report along with an existing conditions description. Maps are included in the attachments. Offsite analysis is provided in section step 3 above. Step 8. Check compliance with all applicable minimum requirements: To take place during review and during and after construction. 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) This project must meet the 13 elements of a SWPP because the site exceeds the threshold of 2,000 square feet of new impervious surfacing. See the SWPP plan that was submitted separately. Minimum Requirement#3: Source Control of Pollution During construction the site will be open and subject to erosion. BMP's as described in the erosion control plan must be constructed at the source to limit erosion and sediment laden runoff. The most common erosion source is exposed soils to rain, especially on steep slopes. Covering the slopes as discussed in the SWPPP shall be implemented. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls This site surface water naturally drains to the north and onto the paved alley. The surface water is collected in a catch basin on the north side of the paved alley and connects to the drainage system in Kansas Avenue that drains to the Oakes Avenue drainage system discharging to Guemes Channel. Minimum Requirement#5: On-site Stormwater Management As indicated above the impervious soil layer was found on site at 24"to 43"in depth as shown in the report. The water table was found at 24"to 43". See ATTACHMENT A. BMP T5.13: Post-Construction Soil Quality and Depth,Lawn and landscaping areas: All disturbed site soil will be amended as required by the post construction soil quality and depth requirements and will be implemented at the building permit stage. The design guidelines for the soil requirements are included in ATTACHMENT D. LIST#1 because the site triggered Minimum requirements#1 through#5 . 1. BMP T5.30: Full Dispersion—Requires native vegetation on site and there is no native vegetation on this site. Full dispersion is not feasible do to no native vegetation on this property. BMP T5.10A: Downspout full infiltration—Minimum setbacks shall be 10 feet from any structure or property line and 3 feet or more of permeable soils to the seasonal high ground water table. Not feasible due to shallow restrictive soil at 24"to 43"below grade a water table of 24"to 43". With 23.5 feet of separation from the structure to the property line there is not enough space for the required length of infiltration trench that would be 179 feet in length and 2 feet wide to be within the separation noted above. 2. BMP T5.14A: Rain Gardens or BMP T7.30: Bioretention Cells, Swales,and Planter Boxes—Rain gardens and well as Bioretention cells, swales and planter boxes share the same infeasibility criteria that requires a minimum vertical separation of 1 foot to the seasonal high water table,bedrock, or other impervious layer below Bioretention or rain gardens. Also rain gardens and Bioretention cells are not recommended on slopes greater than 8%. Not feasible due to shallow restrictive soil at 24"in the northwest corner of the site in addition to the ground slope exceeding 18%north of the house site. 3. BMP T5.10B: Downspout Dispersion Systems—A downspout dispersion system requires a vegetated flowpath of at least 50 feet for splash blocks and 25 feet for trenches 5 to a property line or structure or 50 feet to any slope steeper that 15%. Not feasible due to do to property line at 23.5' at down hill side of house and slope greater than 15%. 4. BMP T5.10C: Perforated Stub Out Connections—Perforated stub-outs are not appropriate when the seasonal water table is less than one foot below the trench bottom. Perforated Stub outs are feasible in northeast corner of the site and can be placed prior to the drain pipe leaving the site. 10 feet of perforated stub out connection is required for up to 5,000 square feet of roof area. 10 feet of perforated pipe will be provided. OTHER HARD SURFACES (driveways and patios) 1. BMP T5.30: Full Dispersion—Requires native vegetation on site and there is no native vegetation on this site. 2. BMP T5.15: Permeable Pavements—Permeable pavements design is allowed up to a maximum grade of 12%for interlocking concrete pavers and also requires a minimum of 1 foot separation from the lowest base course to a saturated condition created by the seasonal high ground water or an underlying impermeable/low permeable layer. Not feasible due to a portion of the driveway at 12%and greater and the entire driveway slopes to the house. It is not advisable to infiltrated water just above the proposed foundation to the house and would threaten the below grade basement. BMP T7.30: Bioretention Cells, Swales,and Planter Boxes—Bioretention cells, swales and planter boxes share the same infeasibility criteria that requires a minimum vertical separation of 1 foot to the seasonal high water table,bedrock, or other impervious layer below Bioretention. The depth to an impervious layer is 24 to 43 inches and a Bioretention cell would require a minimum depth of 3'9" (45")to the restrictive layer as well as not recommended on slopes greater than 8%. Bioretention is not feasible. 3. BMP T5.12: Sheet Flow Dispersion—Sheet flow dispersion requires a 25' minimum separation from the hard surface to the right-of-way line for dispersion. Sheet flow is not feasible due to the road surface edge to the property line, only 10 feet. BMP T5.11: Concentrated Flow Dispersion—Concentrated flow dispersion requires a 25' minimum separation from the hard surface to the right-of-way line for dispersion. Not enough separation from the road surface edge to the property line, only 10 feet. Due to the restricted shallow layer and water table all paved area storm water will be collected and conveyed to the down stream system and the roof water will pass through a perforated stub out connection prior to discharging to the downstream drainage system. ATTA - vE \ T A CB CONNECT TO EXIST, 12' I TYPE1 ,DSTORM PIPE 4' S 100 LF D CB BURLII\GTON Q EDGE OF ASPHALT SSCO 16' ALLEY r N 69°43'05' E 74,99' ss ss— 10LFOF4' DIAM - 22,5 1 23,5 PERFORATED STUB W v I -F v' OUT r- 85- BMP T5,10C o 425' - 1 -I 1 8J5' SEE DETAIL Cn 'Cip ( P109011 I cP— z 40 fl `7 3518 LSD I (ROCKERY r o 11 I I --LI - 1,4' Ln n I - A I w cv I Cu Q I w I I o �I j o J .CB 101cuI j E z �—too—1, 74,99' T4 99' EX, CURB CUT "' N 69°43'05" E 379,96' (380' PLAT) LOT AREA = 7,500 SF W 2ND STREET TOTAL AREA UNDER ROOF = 2380 SF PAVED DRIVEWAY AND WALKWAYS = 528 SF TOTAL IMPERVIOUS = 2926 SF ADDITIONAL PAVED SURVEY IN ROW = 200 SF GRAPHIC SCALE 15 0 15 30 60 ( IN FEET ) 1 inch =30 ft. HERRIGSTAD ENGINEERING & SURVEYING Demon Topography and Boundary Survey 4320 WHISTLE LAKE ROAD 3518 W 2nd Street, Anacortes ANACORTES, WA 98221 299-8804 Completed February 20, 2018 ATTAlL_lnAL-NIT A • • • ✓ L - S - .-..+... • ' • t • � - - •: Y' ^ a t _ • r • J / , A • - ' i • Sa r ' ~ r••',••..: ;,,,'+'' — • _ _r_• j "'" 1 .i �' rs. a • • • •• i u ,. IV.4• ti S • I • • • • r' .• • % • •II ___ttttt{{"""---iii1111: 1 • �i r' ,,./� „ `:ca.-' ter• •r...^• • _,. \• -{ • - • » 4 l ,5 ••r ~ ` +i. ��.a �1 's�» - , .. .. -. - • • • • �1 • „ ., ^ '. ' " •t\ 5 �' -i ..." • ^.•._�..••— t sr • 1 7 4 .y�,1 •It• 1. •,r1 . _ '^ `,» Y , " 5 _ 1ailed. . ♦ • • .r. tl t r•., .*re.'• M' ram- t • • • • - . •.�. �✓ r'/�:1 ♦^'` p.�•`•'t�• ~• •• 1 r 1• •,` 11tt '•.'J•I! et ,<P . �,t 11t •-. .• `y. • • e r' �. it . G l ' • ' • Y \�✓ Ir ♦'♦ 'f' .. lam. ~-✓.•• • : . '• ..+ • , `• t• i f+ C • .S•Q._ r,•HI" '1 '-, . ..• W� - •1 `1 O \ ,'A ' • Vo 5 '�., t,t _ t `J Q��A i .tf. .y�,'1N ,�."'' r/~ •1 '• • _JI . • r+• ••.li.• .• 1 . • • , .•,,(f , •. • .•• r-t, • Vim,• ..• ••,. ` ^ �r 1 • t r •- • • ,✓., .� ,.•. • • - • ,.r ' :I"; t .� `- 4 • •• + . • I: t:. l � rl♦'1: •t ' :1' i , ', r•�, •. , : .IF. • '1 . ,✓' 1) •'\ • • 1. - • 11t I \. . _ ..a_ 1 • •.. .0/4 1\ . 1/2 N ,... I ‘i ................• .-•I. ••• •".• .1. \ • • tl • •- %v��r�"",I.,��a M� ._ .. ... • t .~•..i{ ...+•yam' i - ( .,,. . .4•'.I'• r \5 ,; �'_""r..,,,. `t .•..".I .' 1 i .-• tt 1 •t. 't ."r..lj.Gtr rya" M ,� t'•- 5( •eA . \ "'r :\ ..a..... ........ fi: . ..), .....: „TT •'°.".• ` \; t r..: -..•••' •r't •'1 l .• L , , `' ••.r' l�, Lo:i6✓' •r. . "I-•'» i'• j*, '1• 1 •r` ~r-•. `.. ~ •1 .t11�••.t.• .,-')• • }4 ,tl 1 ' • • •\ 1. • ^ - ;•j•N.lyr• + • ••• ..........-'.•.I✓ 7 ' Al { ^`r••••St t e 1 5 •.^J •.. �•••Y ..�1a' ', «� • • • 1 ^ • t� Lr':.p"' r• i r' r' • •• /^• 1 'A ..`' '� i l� =,ir^ "•r+' t 5 \ 10. • • 1•l •t• .. y~, 1. +`.f. l� „S�L�AM •r • A• ! ,L r , 1 • ! ` ,• 1 • •/ -r+5• \ 4 ` i,.••.,-•/ • S \ t •: • •) 111 �. '.1 _ ;riµY�: •• } t� "•r- ...r'a. 1 L •✓.:.r i 1„ 1 r • - I '.I f I.-a "- ,..•.:.,. .. 1 • ; 1 ...' . 'ice t , 11 1 ••ir .J ';it F. f Ae•I • 1y� it ,• ; '. '• .•.... y • 1 • ; •' fri+ �S ' • • SI `1,• ,~• •• / 7 �• f� .-C t` �• 1 .�,, 1 i ( ' i' -. r•' . it {t'r Ire' ♦' r. t 1 t ,. ` `. 1 • r. ere r • 1 ' 1 a�b't S • '' }'.� )1 i •5 i •i• , • t 1A • ••"' • • ,,,, • i •viALoper ft • • 1 • • • - r'' t • • ••.. • 1• , `1 '. • • 1/2 • r '' , • 1 ; ,I t I ` uric . 1 ; ,1 , . •' • '•A ': r. . •S�~_ -7 • • ••� • '1 t\, 1 ..� - AL • • • fall 4 ` . .. ' - ,t •• • . , . •'!. J iL�tY� wt• t t, .~. • •III •„ ,A 'S •�- ',t . - • ' •• . . . '; _. '�• •! •I ~..1 / " .. l • l� . oe• fit. -'A -1. .., r' •ltt - A•• A ` 5' tl .I .✓,••' • .A •y.' \1\\ • • 11 \c•• til; ` •1 - 1 ` f1,41'fy-lt A l 1.t ` • r 1. 1 'r C. rsh . , tom - I ` November 2 , 2017 N Legend 0 110 220 440 Ft Transmission Pipelines .0- Williams Northwest Natural Gas Pipeline .... ... .. Trails I II I I Tax Parcels0 0. 0325 0.065 0+ 13 km 1 Data Accuracy Warning: Kinder Morgan Canada Inc. All GIS data was created from available public records and Count Bounda Cascade Natural Gas Corp L -_I y existing map sources, Map features have been adjusted to achieve a best-fit BP Olympic Pipe Line Company a registration While great care was taken in this process, maps from different sources Sections Structures rarely agree as to the precise location of geographic features, Map discrepancies can be as great as 300 feet. Copyright 2016 Soils Report 3515 West 2nd Street, Anacortes, WA By Linda Spicher, Septic System Designer (360)708-3004 Date on Site: 11/09/17 Owner: Demmon, Paul Time on Site: 1:00 p.m. Parcel No.: 109011 Designer: Linda Spicher Page / of 7 SCS Soil Type: Clallam gravelly loam, 8 to 15% slopes; Hydrologic Soil Series C OSS Soil Type: 5 Vegetation: blackberries Soil Log 1 Soil Characteristics Max. Hydraulic Loading Rate' 0— 10 dark brown fine sandy silt loam 0.4 10—20 brown medium sandy silt loam 0.4 20—24 brown silt loam, roots 0.4 24—26 dense glacial till, mottles not suitable anticipated water table at 24" Soil Log 2 0 — 10 dark brown fine sandy silt loam 0.4 10 —20 gravelly medium sandy silt loam 0.4 20 —43 loamy medium sand, roots 0.6 43—48 dense glacial till, mottles not suitable anticipated water table at 43" Is, Of 1� ot'"'.5wti" 1 AfAC /j•• o LOU SPICHER froJ •�• DESIGNER Vib �\ 11.10L\\\\\\\\\\\\\1010 EXPIRES 09-29-/g, Table VIII, On-Site Sewage Systems Chapter 246-272A WAC Date on Site: 11/09/17 Owner: Demmon, Paul Time on Site: Parcel No.: 109011 Designer: Linda Spicher Page .' of SCS Soil Type: Clallam gravelly loam, 8 to 15% slopes; Hydrologic Soil Series C OSS Soil Type: 5 Vegetation: blackberries Soil Log 1 Soil Characteristics Max. Hydraulic Loading Rate 0 — 10 dark brown fine sandy silt loam 0.4 10—20 brown medium sandy silt loam 0.4 20—24 brown silt loam, roots 0.4 24—26 dense glacial till, mottles not suitable anticipated water table at 24" Soil Log 2 0 — 10 dark brown fine sandy silt loam 0.4 10 —20 gravelly medium sandy silt loarn 0.4 20 —43 loamy medium sand, roots 0.6 43 —48 dense glacial till, mottles not suitable anticipated water table at 43" 144-1 0 SI SPICHER ' U DESIGNER EXPIRES 09-29-,'3 1 Table VIII, On-Site Sewage Systems Chapter 246-272A WAC Tjd design RESIDENCE 1EI ALLEY crAvm ALLLT) ;s.u•a Jut DUILAP '-- - • MO)voz-floss t� f o o' ►e•o• �a� ' JIxe.7CDE51cnpaaFTING,Con • 3518 WEST 2ND STREET l` .x a ,�e /sroAtc ANACORTES, WASHINGTON _ _ _ _, ,;,-, ... . . • s . _ :,., ., , _ .. . _ 1 . .. PARCEL # 109001 t • • !' I �r '� \ �` PROPERTY INFO. PROJECT DESCRIPTION: NEW CONSTRUCTION ONE-STORY W/ DAYLIGHT S .1 '' r \\ I F IWTT]t rt>, •. ^ a ars 4DmbN BASEMENT SINGLE-FAMILY RESIDENCE 1 t t ; /. t �� 3�r T:.�.T, T 1 • • �1 �� ..1Acactes,luA WAWA • 'Pi,. .. raRCr.rto90.1 �� AutslCR I TAX ACCt.-H0?•o0D•Oto•aao ) ZONING: R2 ( \ • , �.. OTR r>J 6CG 2.63.40.0 ] tvl �b,RNG a t • 10'lsCL , �� • • I rARCG W«•'.D�o.o 6F. • r,'tARLbT PAL HrDRAMI '-•- TA,•4to cbT ra)u•r-�-»c f � J:5- 'L `� ,,,'/� t \` rRz-ctt,a�ssnf40'NC1T�tL4.01'DC.7 I J ,, \\•\ I'<•tL611oi "��1 too.COrc�E�O/i tnD bb BUIL®It\!G CODES L adAK:6t 11 -, - _ _ \ // a 4 �1 ANAratte.,uA>6)a KANSA►) 1 ».t :T_ "�wMr_.: '.' =M.t'. •_-..t /.„•• ,�,� \-.. I 1 1 ~ \IL GPt5TRt1CTIC?I S,L1 CGt4'L7 nITN / I :- _ 'I _ ---I - _ \ / 6MxDv,a i ornuctuuL role wC Ic l---=- ==1•-.-- ---F'-.�.»�._M. L - `\ // wat c+ra'-r:Ar. h� v cA1. Aga IPIe � L].8 GrR0.Ca I �`- �__.__.:_.:..�_ �: -=_,/I Y ,, 1 � ~ �� SCR. 1=i'. INFO. x We:w07 t vtr.TLATICr1 ?OI►CueC i' Lb. co o:n.Dw Y. - `♦ `•/ ! t \� • _o \ \ \i 1 i ft+t71 r1GC7oC CG�'LYTICMv Im 6 r. ' / 4 \ / \ t I ' N. I LGU.•) artobt Cadar•ol-aD 644 56 y \ _Aih- I 4 \\\ /// \ I �I 1 [1 10T.U.tacatio2D au ar. {� GENERAL NOLAI ES �� .• `\ /./ �� f \ t �� Ul CAT+Ati� ylT 6r W �tj\�\1 • warm tutL as utATm LIT tU -� / .� b4Ior 1 ai d Sit III ., / �! Q �• coveRv RACK Ixuc ua Of. - oARAOC. 0 C I \ / IWtCJ.TiLN A Th TO�tLD M OArA: �� -,OS /.� �: 1 elt 1¢ Op 1 /�""'---"^�\ K/ C( ' �� tA1CLYCRLD aAfX..-EGc Ala 9 r. Lu • . .Y o A �+atriAct ev 0 I L I / •\ •♦ t $ ` DCTlar.rcaoTAas Is•2AxertD To at i +� a /♦ �♦ `\ r Ng' - wryca►Ace v usA;i.e a Au rr+ssv `i ,. ••, a ..I / \ \ L.AL7.. T-T erAct br/1RYClL5 ARE Cam=C•�t, DRAINAGE NOTES 4! V(' °`eK:;' D q I y Q PROPOSED \ \ b �■■�/ N'fR0,1 wtV c*1 Ta-rtxR,uAL7 1a1 © tG.t - / �+ C p \ \ tscttat oral to Is=t w erAcra Au R+tH Roc?C 6TII DRAu:b N�'>'yC 1W11Ttxe i T�S r��"� � n ~ // RESIDE tl CE `♦ `\ I NCrt PiCLLDLD IS Clit',.A1+Ra!DAJtA6d / q...„4 V DJ / \ \ A?tSA I>t:tu;LsArta Ot7•AaAttL7. TO 6TGRT9 6eC,lR,Ti rO01AL1 DIeAw6 to t1D4tl?tt ,.� tp. - - C cC►.1 nRADC I s•-.•PVL Mai D - . p ( r`•-s / \ _ 1 0 rftas L ATDA•AvtD AR:A, A 1IAr �' ` `�1 V I \ I+.■6 �� 1$ \R A �/ \h \ < �� ~` CO • �I.. I T \\ ixcltl rcftc.4••\<I K r, /\� •I LOT COVERAGE AGE •- EROSION CONTROL ��,�'. �,_,,r ! � 't >z u, NOTEI1 .� I?Q d oARAra• t �?• W r 17RAu LUOIGArE NOrC3' LDf 6� 1840 6r. CC N iiS I ..,f • t,, O 0 O - tL==+,i. 50=7 5 rmrr CKt 1aT6 or.- �� / r^� - t ovEav rftart rasa+ r�a F. a 01 O >v • C41Y'RAGigR 10 a1ATALL,6LT r WClNaa CN DO,:T1 �� _ I ,� 1 • _ CAlX COCK 73s 6.�. r •. 6tcre atac o•nrrna rxre>,6 0■taul ars u cts¢ • - w YC / \ 1 r , c` 1. tP' O!,61RUCTION 6tT rl... I:4 to RRPtAa1 50. ALL - / \ I !`• ' J TOTAV :IT!6r. ® S t,`caostftucna+l6 GCr4"LTeD ArA LA•c+scAt'II u N c,Ecmc ntTER Ir'L.tt>x / rRCrOatD \ /, rLACTrRAGII' T1t 6 '1 ! \ 1 l �- e &I A00010I TD SILT rtTK.61!CATER AIL . . I :I: I // AiTAG+C7 \ 9 • / V ` -� / oArtAnt ♦\ t" ' y' 4 OTCOL. LED DOL.DIN NticArtK �' w a• f II.7C?1J _ f, I // \\ L 3.•// LALT4 /: �} a LANDSCAPE NOTES , I:xT►L�IC. 1 I // \`vim rc'aax ',�' ^/ IMPERVIOUS `�'' `_" I• 's SURFACE g ® Cao. • ArrRcanattLr AID*er,a tTae Two DP.tot --- t N d• GILL ae LtrIDaCAMED CIN C2134D•1atLW OR I: • • I TurPLA Lrta Ars2Ae LTrCr I/AT•T•RO3sMAtma Das v �I • J • I } / _ ` Tara:vas roc. use 6• rus trn�A nrtryrt Cr 35)TRteo a+l t as rt Axreo 1 _� ! �� { / \ ON T>$LOT.yr7N WO t`fOa[WAN 3t71 ac*n CF.T.QZ IIt•T cal /j / y PAVC�C+.CvtCA7 t cWXs7AT6 5A6 Dr • SAY!srto 6 LVtRGALII?l Tltux6 6 wj.nC ftrt D' cc.r,T,cacrL.t R�471 t I• L 1 •• .. ` •• 1 TtTAl.'TALL.OAatd G C.03.0:5 TReP.6 o11ALLWvdt•41Ith•r+AL,rLR AT C,SeDf HOO>,r. rARXS,O AJtLA • 1 Y r, •. I . ` ' 1 t a<.cre , \et, ' o1 - •I`Avo . I • _ / 'ry ENERGY CREDITS 1�• aavtuAT , I Orr C:St I t tuna Ccr•I:rIITC • t • ;JAL, •U�. Lt/lam ',I', .\i FIREt i AREA C.'AsI4ozi.cnu I I r - \.. '' ?- -�I S- '' •-• Tu3 ReaQ 1Ce II A PW.)i 17 41 I LT4T Gs8O-5000 6 r I ( •II L -J, ' • �'J/(r ��7i11r,r ----d"1` 1354431 LIU PtEAin 3 6 CReRTe ! .��- �)'h �'1/1 J'� 'I' FLw tiOVI 4•::L CCN.CSGXN :DSO a■ crow D86q�71LTt CR fO -\ II. _ r-_ -- _ _ �1II - f 1_ \- L0.2R KLG1 C*+.:L ti•L"JR DCC•U I'►6 3P. CL r�11»' I 1 TOTAL' 116Ar. 0 IA L■ 03280 D1tLL1ri4 DFv[1.Cr , 1 I ?a•o' I 1 KWIC-AL prre6TRAT1a•I u-o.rII 604 Rvercr t1:30OW T• =�cl.c :/ ' t,„v..,,u7OT11 Ua 0 b t?l ORADB"MO Tei R i1"ttCTtLR tw-Tt ALL uT 't Us It.L: / ID•s TR ' ' • C INITT L* 1S-5 Z ae'•o• ' ' i tra aQta,c �cn aP4C CO a ARACe)t D CNT LIe IRZ nz ua R tTc10?.D ,-! / ! Q� atln I in cn arAGE Cor.o.u•r•;) 0 D L) 150L79.4 ExtD:TO a.7 C127 WiCR I•iETCR ?A All II LLlKA4 CQiTR ArC CL T111GINT vf?16.M1Ot1 Z ALL}Jab!:VIIMILAr.ON MT Iu TN 1a0 4 ePPICTNGT Lrtlf CURB U•7 TD=Q'1-L -�� \ LccAra+ Cavan ornAy TAN 1.10T?NICK^ /..173 IutN r'V01ACd TAN 0 6 507.CI O'.I / 1 6'tY ,ALK OR Y.60. I t 6i MCI CI ' Y _ 3A Kart e11'1CTNOT rWAG[CLL•71L11T• Cot-Ift Cr al G1faANGL / ` ARCU67 Dt.A•1 9Lt;r1*OLIO) I 5 o40 Pm-1Ac.E IITI,Y•NMR1 AhZ a oAs 1 a SITE PLAN LEGEND cMw)caor=nT naioti-.CIaa p n r p �• DRAWING 1 6.'i INDEX M..i'1�J6 IIG QI'r1CJLRar otA.te,l LWTeJ6r (/''{i��,, Jl C1Cla1Z'o a07C DASC a V K a L h STREET G 6 I S7 t?A6 WATER t+CATCft YlTN rwriri e►p�0 7 re j=y.y SvflcGatU1'met DO CGta:,CitvtW7 Lc�A.r1a1 TOTAL GRLJ t 3 D ICJ/ -._.. _ - - - - .. - « - _ - _ - �� ` TRtL 6 6 Lr+c �- AI SITE Q LANDSCAPE PLAN N ui 00 altu OM um cubs 1." 5 ; COVER PAGE o 5ir� o'o+Ar+aaAa as usrn0-- A2 FOUNDATION PLAN U) O. _ SITE & LANDSCAPE PLAN A3 FOUNDATION DETat� - tAv.I NOVSCALE:1/ ••For A4 MAIN FLOOR PLAN DRAWN D7 J/. w.r _. • -- A5 LOWER FLOOR PLAN SCALE AS NOTED JD JON; II31titl:•Ccty Y rAvta U1RrACd A6 MAIN FLOOR FRAMING PLAN Q UPPER DATE Iolxxu, T cRvs•I[a A4GRJ1/-- .12R aa..1 of ROOF CI'- I NG PLAN TF1 W A'a:lT aFLtL1LR TIU11 d ORAV 3.8•40 L N.Pt•ACd `` l rrtO,"lIT7LAO Al MAIN ROOF FRAMING PLAN OF-TAILS REVISIONS - ••.;\--• -..--._✓ ,. ..:-=r✓`ram -. a - - - tS ILDNO aeTOAG: �' A8 �IAWING SECT IONS A9 ELEVATIONS SOUTH ; EAST 'Si+ Cu erns,roorrror 63Lo#$ Al© ELEVATIONS NORTH Q WEST CONSTR. ENTRANCE SECTION - - - vii,TT<I!•1. S! STRUCTURAL DRAWINGS fro:cA<t , Ott rl]:OL 52 STRUCTURAL NOTES 1 SHEET I OF I a ax- Map Unit Description:Clallam gravelly loam,8 to 15 percent slopes—Skagit County Area, 3518 West 2nd Street Washington Skagit County Area, Washington 30—Clallam gravelly loam, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 2hvd Elevation: 30 to 500 feet Mean annual precipitation: 23 inches Mean annual air temperature: 48 degrees F Frost-free period: 160 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Clallam and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Clallam Setting Landform: Hillslopes Parent material: Glacial drift Typical profile H1-0 to 11 inches: gravelly ashy loam H2- 11 to 27 inches: very gravelly loam H2-27 to 60 inches: very gravelly sandy loam Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches;20 to 40 inches to densic material Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low(0.00 to 0.06 in/hr) Depth to water table: About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low(about 2.6 inches) Interpretive groups Land capability classification(irrigated): 4e Land capability classification(nonirrigated): 4s Hydrologic Soil Group: C Other vegetative classification: Limited Depth Soils (G002XN302WA) Hydric soil rating: No Minor Components Bow Percent of map unit: 5 percent USDA Natural Resources Web Soil Survey 11/2/2017 Conservation Service National Cooperative Soil Survey Pages 42' �G lv '2 7 Map Unit Description:Clallam gravelly loam,8 to 15 percent slopes—Skagit County Area, 3518 West 2nd Street Washington Landform: Terraces Hydric soil rating: Yes Coveland Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes Data Source Information Soil Survey Area: Skagit County Area,Washington Survey Area Data: Version 14,Sep 21,2017 1 USDA Natural Resources Web Soil Survey 11/2/2017 Conservation Service National Cooperative Soil Survey Page 2 of 2 .1..r.. .....r.r..•-.•.r,.w✓rrr W . ..n,rwyi"X✓wt: .. .. ,. _ . _ _ a lOp ... R N O• W Z N' ..r a:. 'f0 5372760 5372780 5372800 5372820 5372840 5372E60 5372880 5372900 53 29213 .f. 1X,' ':V - •��l�rii[I ,�'i'Y,yAJ.•r lAY•+J'11- •17��yy'r�lft' M. ar •Jr 't.- r. ^•r�.4•.y-•F+!ra ,r, • _ ' • I`ryl .1, •.. f _ - V 7220 .y.9' ° 1(.tJ1 p� Y"a[R•i • ,v t•• .' r 14i"• ititA9 l tl rt,. ' : v. If tJ ..4r� r'Y •P" �,Jr '1!,A r 11 �'Y, � > r J• �1�1• 1. tMfS`JR,. .i� ,;r „ :4•R r�'\�.� StJ:jr - ;LV', • • '7 w t •. ,Y 1 "'t T I Cy .n . v • J Jl it•' i r t r . f"- ,1 4 .. Y' ki e• t . 3: ''h' • - fJ(•y , ?1. , . 4t.-JtJ�r{.Nr 1•'tr,i r , r.: r1 O M. . vy�f+ • �YfL/1 (♦ , • ` Y ` i ' . . . � ` ' h `� r A S/f 1', �y/: 1] . , t , . 1•l )1•:1J ..f.•�f•'•, r t�Mt •I... •�i' li•J: n "1•• i . I J��'� r , Mlle ,31 "'r• 14 ' ,•• i. \'{f• Fi: -•t.• . . - ,.' S V� r• \ • 'a .T `. •.lr.'' r� t !j +•U• era ••i" {'tr " , • , r , �1 � 1• . . � �R4 s r�j/tt ,V lr C�. l r,, k'' SVrA•/ •, • r''` :Y• I � 1L•.l!,/r1.1i r r. . ,t. I , •`�.� 4 ,�'f', ,� JJ�"r• ) .. y1��j,�[''t1 '1, :.t� � J• '' '1 �,� • L. ltlr 'N '�'.� 1 ♦ , 1• , '��.. V Jt r•.'S�•T r/ r (�`,�\,",JJ}�y;f:'�,� L .•,J) •1 r ^�!. 11• A !R •' •it'','•a�rSiJ.� 'rrtj•• l) V• J It7 f Irk•4 '.t". r , ^I„riYVY p • ' t L ,q.�17�> a�1 ':W '°� �•�,r. '. , t •yI{- ' 1l (, ' '1 �1 A. tH ,,, .J yt• _.11 �� lJ� ( !/ Y)•v. 1; - •_v Y" ' :r/ a • '` 1�1 ♦•:, 11 , l 't,• >>�rt-L1 �f• .• •.iw,l !{�1. �a .� ) . l: :t I;'. r„ ,.✓. ^. '�/r M1 41•. '.I'. , - T!i,„ r .I f✓ 4 \ , ri'I.j•. . 4 g t- •1 4 jf�`• 1. li �•', •�'•, �,'. ' •,y r \ , '� , i ail 1 h\ . ' X .1..`.111 "7 J `,., , e,r, '• ,' .rr♦I• .••In�•T YYt',1 , ./,'4• f ' •1'{Il... .,. ,h! w> •, :, I ,� a. ••`. r 4 , TL er t•�.�• '� 11 "I I�1•.�) '. J � � �'1� / q/ / r•/1�/� • ,.„I: ' [ V ,l F ,1, .1 1 • t . t •l�` to O ' ,.)1 .. t 1,t,•••.. i ay( ,.r > • f1, \ n , 1 '1 1 l i N. Y ram. 1 • C r ,�(�{1}} Y� 7 �[ � '1 t '" 7/ r"� :(. )r... tl4•4 er ,t r , • t: • ..4. "F1'{�p�',' . J L �,y/�', ( lt';'w",�.J�.'. :••,--• , , •�* v �,r1 .. R y.e t ` 1' ♦� ! ^ Yr�`,,t,-. • r wl, Jp Y'J' r:( �, h ., +"l•Prtf •" A ia �•., a ,'' t✓�/ f� •),1'dltrtr,' �i' R r1. 1 •1 ,• . Jf1t 'i t . ! 11>il,. F.,J) - if , ' :�Ih .'Y�)� ••• y �YY�11'7./I,t'/,I` 't Jj itGJ( .I ,l .!- •• . �j . ref ',vr•I , ','Y, •.�.•,.�y .r T .! Y, : -7 ' �rt lvr �/i/• t�•] 'J• !'VZ . J ,� f • !•r,. . t 1�r > .y{.'4 7 • , + ? , r• 7 J 'Ve• i•1'+/• :1c,'• I r. -:t. , I'•L' , •r .f1 C:•- s .fr f. t' J . 41 .I 11L 1 o ., .p,+ , d1 - •, • . . �I^�J . 4 ' �` :'•/, .. '4 t._' ,y.� r'�J • �,,, 1�,.:3 I �I ' �r, ! '? ir• f ' ! f ``((t'f ,1 T4{� ,�♦t r' « J .: b. • 1 ii) ry ). I a • I .� i �t r(o r ,. jt �t O '•: , VTi /1' f��. • Ybr SJ .44fati fl/ i '�, d r "J 1 � T 1w♦••�� -.i✓ ir�� .rl 'l• �'tt{� r ']•�•i}J\ ,•GI�' r�}IJ:r1��:i, �:.1 •. . 'AIL Ir ` N. ♦ p ' f' •2"1 • jy ,, r,.t f •r I 1 1V'i, a /1�r ' , 7 � !J 0•� rI I '�I ,, .1:.1 ?i II vt ' yet [ t,. r'{,{y, �{' i• IJ'y iti: r7 v.!. ,J'" N. , • .r'}I•; rt.rsa R'd'a1`..1� (�r�• . 1�(p�� ! ' ' •r', • '' ` r I. i . h Traci.: ,'' t `p�. ori! .•�. •.. 1.3 .,,.. .„(•,r� rrV. • •'��,- I{ k1 :.44.i I..f :Mj •r_Qt1`• n�-1 l�t' . 1 tt {la • 4 �• l• i . Y; �� . , 7•.r :4. •• . , .. !\r_.`0' A t fIf�JJ', le, R tll1 II, •• •' . •ti'n� rr„ R1)�ry'ICe,{1 ' i`a .n1 1r . t. I,;Cw •4 � l . /> , Ji,� 1.. r✓ •*1, • n 0 .r, 10,','� 0j r tl ..fl �> •• /t '•, •1�1 r !J' y * y, { , t ,i IV tYt 1� f 'tf , . : , I ,a J r.. . r. • (j k t' ) .t �: , ,^f' Y,. I • i{., y,. 1. 11JIJ n`S T"w f -K. . �1 /fh r, .S�t • f .t, 0/ C ! I r J 1 J C I ' . ,y71 _. Jy� )r•1 Y.,• �•.f� f , , t •. T N th {4 F' •.1 l 1 VI �• .M �i' rL,,rQ t.•, C 1 j S I •, 11 ;r' 4 r i 1 >, . -,4'I 'f tlr(��J') . M �y,4 1 i. 0 i is ♦ t •. ; j• ' •r, ` . t I" Y r tr.: •?}'• t�,t 1\M- r•.11 U•, 1+. Y' ' ♦ yr ,� . r�Jr yi , [T. i w l 't •�tl l', P'. ' 2Y{/• . • . 14 • ^1tr-N ♦ i ,t, , p:"1 ♦ 44 "r. "11 i '.A . d, ✓'�.' 1d.1. i•r . Yr _ 4 L f )1 tlf r- :1 ,�rJ M 44 Itl,��ttr. V. r�qJ r4,.Jt • 2' .. I�r • i t ' r IK - t , r r.,r• . r. /T}� {rf��•.•' ,."•J�,�• ,- /•� • '1 �` "f+' 11_+ t 'J••4 '� '•>f .v(' •t1 r � � . r 1 / Q}�, . T• ,,., i, f I.r`` t / � rr'!�1,r� � . . I rl• �.r( t\y Y,�. �' '• J, � � r • � �J Y' 1�MW� .! ,s •.'" r � 1''r� t�.11f • tj�(,1 � Z•Y� �t��1'i•.•1 � ` t' ,\ / ' {� �I ♦Vr 1• .arl 4l { �. ''} V• ,l• [.t-,>� i } . ••.4 Ir '1•''J)..•'�]J��•(,rs`� .r. t•i. . 1.11 {j`p • .J• �t`� l�'' 9,1>.•.,J.r. t'.'. r y"},�r !, • 7 J y, 1J�'},y tJ "Y at•.tr 1�1^.' ,.rTJ ,1 rJ 7f '• N�,1 ,1 ,•! r11 , Vlli]' . 1� IMJ r "� 1 r 1,I,r�, r1 �, /+ 'r(!r `S rlr f U.r••,rJIV},I!•� 1, 'IA,•i•�,[!��'y�•'rr �� I )I.j�N . Q '` •S, 1•r 1. 1 t'f .r ;1'I 4r - r Y' i^•^ .�l �, rht rlM . 'lJ r ( �. Tr '•.j•'�0 �a C, /" l .1• l.Y<lr TIYr '�.ri t ,t' .Yf , 4'1 r, , ' ' ! A r >li 1•11 ) \ )I• !'1' •4 _ 'rrw i.. 0rne , y V , 1y� rr �r a 3 r , c . k!•� l.• a t \i '1 • f,JR OiJr•f . Y ' , r Z } •,tyti , t 11t i r 1tr i t r ' . : 4.4 >.72� N T . `•TJ(.9t,•.• ' •1 l if. 1/. r, ! . , , .I�' a 1 Y t t�j],yy1 .r r {j1` rT v _+ 'i //C/f`�� r J�S`,,�1`}/, 1.>\.w. 21�j4�!(�,�2afl�j'�' �J. i (Y1 n• `J r. ` ,1'lA ♦ ']''!a. I. 1 ` :11..(]•' }{{;prM�,• ', •t II ]et. J,:, 1 • 1 t 1,'l ' lr 'S j 11 1�ryr' 541. iere t, r '/r• Y(1 f+ l iJ l �. '• ' •v f t,i 14 t��r (. .,r '1„ u•;r • " , f• I. I ,,�/1f�Jy1 J1111r.(2�W,l�r !' Y !,S {I 1 a 1'• 1 ( . i" { .7 \l/ i7'.r .y/^ Ln r t r n �: �Y�>•�, fiv !��if , 1•�'11>I•r 1• ,J 1 Y"fi�'l•,1 y.� • y, , t��r . Yt:'J '�` t a L ' ]�IT1 .J- `1{'Yi ' .1`a '` " w ,L ' ' � �S. il` t •^ J`V'' ' 1Y 1�1�,7.• :I 1 'JI,Ly`� '� I •14' O fl ,•Rr/t r, 2 ,,,r jylt'Y r '�, }\ _f1._ t A4 L6/f J'tf� •4,r .P,ww�4�lft'f,✓:.�, , . •t2 Y1f..AI ..rtl . ..K �r• : 11. 1>r' .NI .1 hvi.•. ,f}• 1 • [u, 'la I M. I It}1l' r r rl :y`r• 'vC ,C " 1 I'll'. I tr f "!+ ` • `L�i!' } +a 1 t .'" YJ•`..��,f.. ':t'sCl .. r♦.y f. - • 1: 1 ►r } '�j'v' 6. . ��.r,, •° tr D.♦ ,2 p , .\l1-, i .W. ��rl '� ' Y1;. 3• .1-• /�� ) > , \' v 1 J 1) } r , 1. r 'J �•' t ) ♦+r• • Y(�' y r J t`y.;, )•,'.'' ✓ I p•'tV ,.I v / w1•t. �./ A t1 Jf �' .� lr r, •i`�[jr'�l'�L'1A.y n tlyyra , ,.h%a: 'J :� : {� a • . 1 (1` w• lr/ . }r 'a1 7 •l'• • ,,y` • •tJ'1��r4 �.Y"•"• f• ' . . .Jr •1 1. '' T •,rN• •' •• 'r�. •1 e .r - ' �Q,}�1 t1, Je..�, r , �j1.41 , ?kt, 1.- 1 i Itt li ■'• ••a• LV 1 �t l�'' r I • • .•r '1 r • ..11•.) �{i' ( • Y\- . le rJ•1�y r'r• '1 . �.yil " \ l , r. '3, ° }i,• '•l y'i 'T`'/J.Ar 4 tnt :#?. ',J` '�'i I) rr•4.�•.r . Li:l • • � •Y it 1, r Y i J • •,}� `^ 1 .( .r (rr / d? iio et r.•ti.r..4Y• 1 • ✓,••`(�,�.,, v� ♦l .Y R •[�,• • r.• i'•� 1, ,. �7•�..•rl �frb'• , .1 � a . � •[ . y :15� p Vlw� `,X�•C{Jf.•[/{J!r • •3' ,t 1yth• l"'»y\. �:.,;1. . ,r'•l r`! J ♦ / 1 (y `•..�t 'l'ti. "%tt r r �\I%f ).7{}.i.•tl•� t A,tl• , ,t OI ♦ � } .t"i t } `t ., y V' 't• . •1Jt }� i. 1., 1 • • �7 ,'�11 ' }cJ ":.' . terI..t •y i •IIr „ ( i ts;�y!',ta , .,r•t. a 7 '', J" 1 '•T• - V L' L �• j r• \� h •d f J l4^4 Lr it ♦ v •rt �t $.4. . ,Y:, ; Pf . ri • it :::, :•'Sr i r 6i :f/N•• ,,0 •{•, 11 f V 1. a i n i h ar I: f tr .a r.^ J .t ] R • J.Y'1� •. .i ,a�f). y ••• t N4 r ie r-:' .1. 0 1. v . _ • ,, ,• "' r ,+�. , y , .2 •1[}�.,, r✓ • J^ F tr O ' _ a !' ^.' i . ,. t1Y rJ. .J'i, N . ,. _.rV ..,fir r ' II 1 : _ 7L r 11�. 'wr•It• I •l� . • 7"it'I' •. -1) . J+•i'1•„ S fv'Wr J•f. , J.t,t"• ;le •y� • ai t f t•'f ,: w> • ,' .a " i- dr�► O L--r• ..,r . , -; •�/ •. ,„ a :t - •J'...1�x .7 Il„• „....• -'f"'i >1,, ..?,'•I, I .d r 1`f�, '' 11 •,Jl.. 1 .Si.y „T-yyy}1r.�1 J ry 4v tf�'t•^2 q a.��Y1 T•�. SYIt•, Q •If�l 7 .fi, i 4' v 1; • ,> •1 • . ♦ 'r�'••.�.�.,.••P V�,S{}j�,•)• J- .`yfy±, 1' ' - •r �1+'yY. :" �'�Y.. •w tar/ I .t ,Jt • � .l ^ .., I•`}dl v ,�:y p }r� • Vy '.'iy,� . ✓'. •:,.. ,1 1 • r>L \ ,.f•Mf r/ •.• 1 f ♦ j Y 1 }�J��, ]' t r, ,y^"V 1 { T�J3 '! •.,i.•• .1. 1� 1 l' !f A 6• • >w V ��.•++ �i :7 1`r,�'( '1,((..'t ,• r:r .t , II i ' !'^Yv,. !`G .!. 2/'a::Y4 `J•, '� , �f, A.>,,(. J- i.,.,•:'. S•�::_, r� „ , 1.•�� ,a :i - if,.N. • . !• }•,0-,:t. i..'t • .;rq^� t . .Jq {11. ,: i•,W,;, '. .� ' 1. c � c.i,.., , , �. . lrl . •'S• •er 4.J.a�+ti`. •J +� 1 •P- r Z' a e •'J lr� •- •' .�. Y.J• t . ?t " 1,,t • •1^7' itrll ear •.i pelt. .-! _ •� ' `: �, tJ ` k� 1' f" / t R.'. vt•f:. ,(� � Y•�' tr C ' � 1 • rr „ }r �, JS•>2 ,t ` „ �,17 V .�1 ) r +'J .I '' •t! r 1 'At1 p/•� �' • • 1y',•,^. • :M 1 "' i• 'iiy�'1 1_.iJ 14/{. •. ,r.l,•. Ja r? �. to J• 6+, -/:•W N 'fl :0 \. , r �Y' 11 >{Xtr.� (•1' ;,A: f '•JP _ •4 S, t a ~ �.t'i�•�> rj }� i [ �I� w jl- " i 1 • ` r a f ', a' . �.fi' y. •' -f• Y •r1, •�(n 1 ,ti \ l't� klitsr C \. ♦ '> • •t• L.�r`•1 % •J� Ir J, tr,•,t i:7'••, Y� ,1 �'! •j1' '3 l • U Ty f•�, •[• V/ _ 7 ,' , t • �• ! 1 ,•,�t4L i Ti !�: :'ri -•' v ' �. +`� '^. t%t :1 K1 wL"`�.tf�� r� rt.. .h, t Fes. ' • , •� r> ^/••TT tT.:: A,r}! 4 ^ n •Crfrlrl �.A / //� .M ..IIY,,Y4r\, . •.. , tljt�': M 1 f/':y�.,f i.� >V �.',`,•, • .a.•. •�, }:.,. ',;,1;, '� ♦ .••1 • 1 • • 4•1 a,T. I]){, �fj1 I,. 1 tt y� �/ • sS.tl,4 'rt tw,�.y, ✓ jJ.•I{1� 1 r /'„•.� Yl. +� . .'^t } 'ir. 4' 1, • 1 + . . �i1 1. =•t„ '.L .'�1.� f r 1 ' ` `.: . IT 1 h J r ` '• ) '.r. .! "j' • G! ' c•. 3• ,• QI t� 11 d 4 , a : ,. rl t, � f. Q • • C . 1 :rty', •A . -K I.; } � '1t '1.1 �� .w1•'•r�..l , :i .> • e J, :l 'L 't ! J'r • • J r w .tit' „J 2 ♦ I h, 1 f♦ ' 21 '\• M, \ .r !' • •' \, r f :tt: v.� '. ! .. . • 1, '�✓ � t�I� r 1, w • t)r1'1 �-+�llr.,.1. %t" t J • R •. Y' ,f • 1 . �1. / •1 .L. , ,.••. •,+ ✓. ! r. , rntL1J ,\ ',t :.' ,• ,..,r '•S 1•, • /� % . lt'*7Y.f:1!• rl•' .,1}v rl'•53y' 411 , S .r,11.. w •r : '7jr 71 , 1 ) r-•I YrI" ' •: _ . •.d', f f . A �' . .• • h:w . at!• -lr , •,r f . . � r• L'- C` .t• 1-J•>.n.�'•• - N• ,G i { f • _ �/T♦a � . ;1� 1 ,~ r1 '' � a.tiLL.. �.' r '' „• .. ay r� . . ,-•1r�, r +�` !� a/� •c�!•• �1J' r n, _ � J .Y� N 1 a' • ?� Yy • � -y!. • . � - l,t � h.,, .i, • J,->, 'St: Jb •Z} ..nt�.'.. • i'.�'r. ` J'r.. � ' } .•,P}.•. • :, • r 1,:!1•• . .!' r1`r• •♦1 :f •qJ„/.•'.P` ♦ .L''• •'•1 � `I � .r �,a Y J 1 ' . Z '.'lr:•r J•t }i. s • , .- (I t,'t ♦ w.�,['� �'r •1 'l �l • . t •,1•'•• , JU• J: ^. Y, •1r >i1 ,f t t'• < ♦ .a 'rr•� V 'h+ . J 1 I. / Jp. JI'S r : i:i• 1+ 1 / a (f� t � N •r ,1k 1 �. lI . / : - '+> ' ,r��r/y tf(rr�• .•'`4.,J• e• . !• . tr a•••: it'11 ••!• 1 �� J.��fw%. ..,.1 • 1 r :l Jy 1`v;`it J`� - 4 ♦ c,t. • . } l' 6 - � C :• ...:! VJ �� • Vy [ `. t • •:Z• • �, �'T• :L1 !•r. . ) . � - tt 7 •r '♦ . .n "1, a�I,.Yr. l� v. .YII• `V'/• `+' '1 �•4`;. S f • IiV 1..2:..1. ':> A- : l1 "`a •a# r� . .1 ,• y' • - Ir••I v :� L 1, / .':f itr '. ' }.+ 2I S S 41 41 • l.._ t: `f }.- :.14 r i• r >J .g .rR• :Yrriee :-".4'. .r .. , 1 ! .`" :j .. S . ' it; h • \ ✓y, • r I � ./ ��.r! •• t ,r , , t'. 1 > �•rJ • : y • .. • S V1 �,w, .m J . .S�,1,Gl. 1. r ', a ,' 1�{ y ' i ti . GJ Ryj ..tr,a .� - • r •'J' • 1 V ' •.tr ,N 1+ ' ri.l• % Ir. •)+ 4 I• •'/ •. ,.•. a C * .,!,. "If... Ca :r:°�• � f•,♦,, , ., r.--. ••�1• l > vS�1 t� mow• S .• 1• r, ;jJ.:.. ) 1 . ♦ w 4. V � � y YV•' 49�`ry-}'� •. • t- � •t M M r t _ /ram I it ,.. .� ] l•_ •l i' lT' f[ t• .I .LI ''1 �.i Y�• w •♦ r • ••.• •; •.•!�', w p� • 1• .+ . 4 • / y.�^r�I {S' is�s I ,1 4 1 J �.•)� •. ( ,. lr I rT•� �• .r, i. !S R 1 ... \ 41 : ' • ,f 1 •, ' r o •w:.r- .1'� .' .,♦8i, •. 'u V"•rw' I -. ,'% . . 1:Al .•'•[II: r „ix,;J / :� ,•. „. . 1 V<t.` '4' ,.,,,s f{.J��> , ' ,N .• i • ' •C ! •1 ,f 1_ 1 r •T•I ,Y,wi a. •'`• .. fn r• 1V �l �'. .� i. •� •1 . y ;r;•� �♦ � j ,� .• 1:' •tf .♦: :4'••1t -W •t,. r1 J•• . 1 ••Tf•r }1r,•, r�.l,,. �' TLf•,tj 1, ��1 a.. r' '�1 rl 'i [ �' V Lr 4• ! J G . v.rVF /� t� '� '� 1V1. 1, •j1..t , n•:•:1. �� 2 '.r.••4 - 4,JJ •1r .r f w ' r : 1 ' ..J ..t•i 1 •.at11 v* . :4 .• r . 7 T �Y • :rr' •r a i` ,t' 'r}11 r�• 9 '.1' lr f • •r •9^ 7j S J{11 J , t tM . yam. .. y ' ♦ • ••4 YIi\•r L ' �' .I1 .' Nk 'r ..t'1.�iT' '1 ' t'c� �: .:11 r. >l f! r�`'ar•N>';' •>. 7� r }, ,,, ^,wE' j.,?I • I .TI� 1+ttt•ii .t • ,� te. ta,}r� • �.(xt.. •`i �i' i .+i't .r. I. 1, y' 4• J „ •,, r �1 c r.�• S I J 1' •.'. �• .1 • ,- YJ t ' :r. - _ '..t. .I S n ••, Q Y• •, T '. , , . r >trr' a' ._.• 1d• J. •••✓. '!' J .I �ys T y ' r r • ♦• �., 1 ,p ' L r ter 1 h r ��jy� r, A > l Y �` •1 } y 1 :�iy .� . , t, •• W,,� • tiap CY • •'j1J. :- * t,l.L, I rf felt,.. t ,r ,,1 rvb}•,,, . -' r t�"I ,�♦ . "� rl�{` S ` ! 1 1. leer.. r lJr 4� if• •r! T t i •.It .7yv).f{7r}. =. i t3 '.> t , .r t•; , e., ;_Y . 3' •, tr}. ;f u a ,.t: r t. r , 's }Srs-, . , y +. r " y ).• a far �, r, t . ;c` 1 �� .1 4Y '! K C. t. 1� 1t -,;' st f �y� f : ! • i n I ,, a , .. . , e. r,• , tt. t „1� t� { L r ' /}t 1 `7Y ; ".•, Wy 7.a. . �.'•'• �1 71, r!;': " i J fh♦ - } ✓• `1G•. ; ,net,/� (.!'V `0 . J( .� 'r.+ Ar c ' . �. 'aV' ,.1,, a %'• t r .'• y...1f_'... D ?� .f;' ` " I rC Jt ' •• •k ', ♦ ,i'r ry .. F' • r ,, /• ((,,.i1 1�. •� 14,1w t. r •11 �{1f!°•\�" • -r'!r - '",r hr- �✓f � .� : y✓ .• ':: �L/ , i,R,1„ . Y.vj1 1,. J1'J"rt r,�.•�` { . �' .• .r, , V 't' J3.• r1t N . r ta. •�� S' � ✓ 5�:. . . w 1:S l?Ztr �. �1 >yJN'', til\ •':�': �� i•7.':.;.1 .T -. 1y2eR} .:'t..f l��• �.a• '1•il - .1. :` '�i��ri :,: r' 1ft�y; �:.tt , f r •� �fl� 1�' F ,e � i:J'. �h ' t !'.h%If•r•tii. ♦t . :r'' .:c ' ;a.. • ,t). .. I,N• , • .r �••"- .'-• ..: is •1.,.,1 R`t , 1 t• .\ %•; :;�1 j \ ' , j. : • r •,,,,yi/f r�'Ck!''Cf' Y J ,�f't�t • a !. ::.r xF! t t, t n•r.,�f t,,,�lr �i�}r t'��1 �w. l t�• ..5' ..1r r ,� .♦.�,• ..'�a•.r ],•line T .r�i�- J Ir, W /� 1' ,t 1iy{I,ay, _ 1•. ray t• >I 1J7.� b 12 G T.� . Y ti �c .i v �' � at r•f.' Jt -* ''} M r. • y,^- M ( (; r._.�'. ��11r1' • ,. r t 1J'. 15♦ • ;.al r `f s-1,� Y •.' -� ••t r -1, +Ill' ^r . J '. !\ •r!` ,l^ 'J'�' f� .4( y.-••�'1 Jr �y+ V }`.♦ gfa'•,L? �.�A�a � t•'Y ' f r,J' A� .0 . r !. .trv� , •i•l': 1.11 1Y t _ Yr N • a •: ) : :µY .5V'L ,At : _ rl� _'..•�J•r�, r I 1 YrJ1 1'+i I ♦ rl.rr 2 ; l�f' 1 ♦ 1.1 jll.a . fY /•t.� )'ii.. j It1": .nJ , r ;1 JD \t c - rim (l' l - �` r f kj ^s tJ ^. h h A . 't•Y.� t ' .1 • • 1 r f� i - -' rN' �`, , ^ \ _ ,n+ t > '✓ ,.�•qa� }.t� Jr I� •i '•',Fr ✓ / '• .t�j 1 •r r v.]�t 4 l • t eI.r { .r. .1: • • r ,ti .;1 `. t 3 >,, f7' ✓ , :, 'r r• .•,�L.' 'l+1 J• ,/+r N.;}��(, f `� . yjlI .. ,I i,r ,••Y aye+ /ter{ Ire }.•r, f f,• r 1"1 . t/JJr 1' ,1 ,• - . : N.�.' ':;711"�� ta4a �/ ' ' ,, ,,, 4 �• (,: u:trt •, , J r'I•.. G .wL. 1.,i, r •, :' .•', � ' IIJt• Ill E' •"i t 1•••n 'r r • •+• rlY\ .4l . ff.•J•.M1t r 1• • 4. .,, .•1- ., - •Ir Lr, • '•\�j r yr s.� 5y`i k�� f (7 �'i ,(, }� , r, •r. .1kJ �,l�r(t� �. . •'N . 0 •.p.r -1.1fi. •,✓ -"l-•"r �rl (�. Z • , yf,.Y ,. ., t '41Y a#��" •�J . • ♦ t , 4 r • � '4351+I r1t?r' SCE V" �,S♦�r,•.1 ,f+t�'J'Cf•�i>' "I ,J�', yr 2wJ. -• rrL' a -- •if,� J• ' r••�t.}d: .,5 . ..•�};�' 'A i ,.v! ^y , 1�"1 ; .x1 .•1•' '1q �1� /: d . .:7 •1 .,t� -,r, _ / ,.,QyJ�]) �il�a,•' I„4'l•S,. '•1 it q _•, ^ri 4' ♦ i ` r: it �J . • J .'1 P. ...t fir. { � ' 7 ::'?` c • 7}4 t r . t1 • . •• 41} >4•. .l A } '�^. •b ,• , •'7• \ S;t.+ "f,, • •. f't Wa ' .r• ..l1j•� U ♦.i.. • t: . 1 f• Y qq :, _ i+ �J r(�, . G. .f' ' •t L, 5 - 1 f J "1M y (��'(l ��yy V y1L,,, ♦ f r • r' V r,) F •�' a[ Yi:'rr••r• >yv��, a t •b.. • >' t'. • i•' Jf• 1r L V . .y.;• 11 r. . K t, l . \ Jj ,• n . ' w 'S< •JI 11 • • . J_ wit . ,,t. .r 4 > L•y Y+,•r • ,>[•. A 1••'U, „ �•' 1 rt� r 'ty r •. \ ,� \ -• t • I t 'C • ,., a }. ', jj .n]tr�� . 1 yj• J'. y -L:, L I !� ,•r• .+' S• N. ,yn �1. qY1 '•r•. Y•vZ,\ r`74.. , l �.r'Ra• " :, ••'✓ !', FV_. � 1,. 7 Iti' .1• I ' 1} ea t• ,t. 1• / r ✓ r C••..t �. •e t �.r Y r • TI'''• �' f, . l • 1 . :,'1 �t ,1' ]•. ql... t A 1 Jr, 7i ... •. ' •1. 1Y✓ 1� •G• aS• t� 0 •" ^ { I` f 1,•♦ Lei• ��J1.. feet • ''� -1.: / . ; • ',• 1a �1 _^•` t.: r,41 JY• 0.1.,. , a l,•.4• 1 r J♦ 1 1 .t wt J, r it � i V • ;44 1 rN - >��.[!- F .J it ta• '�'J}*1{J1' f •'{ II l lei (, 4-#•• 54 tie . }t \•tJ. a P '1.'. , J h• '''r •I" • : .''� 17 „ "% JI r t/ ''1 .. a�Y'.;•. ! .. �`r _ '•.tJ' c ''`t.° 1i>t ♦•• • ,C'.'1t7: \c ; ,f fie' aJ 7 S '� '_ , • • !• "l,' f1 _ • 'ter t t •"• •1 • i r,C 1. J ••a 1 ', _ ,R.-•.,, , I 1. w MI r i 1 1•li ♦ :.t ' Y- ,l , f . , • > f .[ ,1 . �•�.: ., ..v.1� rl r% i ,. .G, 1' It,• ? - . � Or ; Y• ,7 ft1 / t,J ,��.,ys'. "JL� '♦�.,t,} f}�• .,J,y a , {��JI(.t jiwf �f f * YI • •,, .. -1.•lt,w.(( .JDili\ \/r..l�, 'a. •�'I •�r�l}"I. •1, • J ... : ! •I.1' ' IJ ' u 1 r ' :♦ i`II•:' S l' 1 •+� , '^Jt .�� l. , Y"' {- ac, " ' \y '. •t �. +�•f(C• { i' • J . 11: ',� w . , ( /, ,•� .✓2 '1 . 1'Yy/ � , .,.. ,�1, t4 '., all , rd4� ram. �' t .J. rr"�In �,y(.[y�, I]•v {• nJrf y l( J . ♦ •• J)•• 7 , ,l 1 .SrJ+ f {C r I M„f 1.,�;• •J • ,�✓'.' rr ..Teti._" ] i . - N 'Sal 11.0 • 4�J'y .)G �� •f 1.,)'7 .'.f�� ri �I•• et f,.- .tyt„ .•/ . I.}•f1 j \..r }Y,A t'{(.•^.1'\Yi+l.• f t. �•S 'r i. A .lf 1 >y/�,, w1 i��a J•- - .! ,,,,//y ••• 1 Y /• �1;+ .y1�/t • tG r rJ. 'll�•• r1l. r .,tyai. '1J ,M1 1- frz,J`Qy{}^ p,l ,1„�• , r t'J V'l M1 '•f ,'(ttr'�r I�� {ta�i r.. )N Ir 4r{•,tC •^' r. •tl Jy r •�If,.l '', f La >+�'' I.I t, .v �' . �•l Q,'Ir-� (A � t 1Qit . • Y : yrr r; + ,4"'J f�(� 1 't••:JI .'1,`•!. is `'JI t. ,`� r. jl^ , 1. .•• ' ,• .•1•'r ' P••It • {Y� • ' rt11J r • .• % f(, , yl . r� .r 1, rl �l • 3,•1 V•'•1• . ry •Y•• ,,_ *, 41��'n' ,:471 . tit : }�!tyJ''• 4 idt. _ ,+ • ! i tr$• . : i1t% .:Ir 1'I •44 ': r • ;•• , , r !'r , t ,ra.1 W G' ! tr S r .1.7 •/ 1 r. :, i •,A�t: r• '1 a ' r ' r r , t 1 F - 1` 1 owes t.• I, •1 .r ,, ,+,,.1.j .. a I tl ' r' 1 • ( R , F .. •. r i h J` w. +�. 9 1 • �S '. .4 „. 1 ' Cr f. I S 5�' �� f f I :it 'r • J .t I . JY. �2 t'' , �{ � i �f 7� f "7; � � ,�✓<+ I :M //77r fh,Tf • • �� ✓ Ir : Y'. :��`• •'{ ,leaf ,'{.i:•' _ Y.. 1'f!(r•. 1� • rl . q � ,i�' r.: 1.Y �). It" r•S tl reef`. . I 1•}'1',1',�9}p.! 14'.1 ' ' 1 , �,{ty11t'• •✓L�J• „t. '4'!' . ,r,� ., C✓ .`�.� . e ,( J•'/ \ 'I ♦� t / 1 J 1. . 1�'� Z 1 jl•,7�..•` s• • w.. •1 tr , �^"y71 . e•[ •%ZC../1 .::n .(; ,e,... 1 :I1 .'• ,s3 _ „.( 4 •�'t��Jy 'w ..aa , • • °! d Jr • . y. 1 �/�,,'{1.♦ y 1 ..i1 t It'I.t.. ':I,.t r �t'IV •: q •l•J' •yr Y♦ • ti r.,� ;�'�"�•i -✓ rl[�• �-• `l � ` J�1 J j�( •fir rI r .J,f' rLp�y^.t •• •-J) a - '• I • J.•i. '•f 'Ifr •u.: [,. ' r.r: .a'✓r p •I• '0 } \ >. .1141 rlyly :J J ,`: • .t/, $4, ,J . Pr r ¢I L['1 .t. / • r it w , L.4,ri . er,.., �(:t} r .In s „t ts. ', • ,L t YI:77 •4J ••'t . � ' ^J1 •f 1 1*` ., r. . r•-f• I „t, fJ - 7.. .rt{ l!. ii f •t� is 1 t+ r r . y ri 0 •W 3 JJ. '\"V+4 J �,J t 't ♦ i : .}r:.. F:•, • • 1 1• r rl'•:� ` >• r :� :+ 7' i'tAt. �. (j' \. •! .. / y':. �/ t L n V `• 4 if L .�• e Y to r �i ,•. ,}} t ,, . », . . . r. ,. .m f „ (' i ral ' , ♦ N L 'V, r i • r , 'a r1 •1 r { . t, 1 t, Jt'1�(n¢.r. SS[Y S , • 1 > .1 . b rate t - 4C7J�`• Y J:' 1 � . ttit 44 tl { ° • 1\'.Y1Y' :.Sly: ✓J ".t lr 1 M • Mf' 7 t :L' a a "t` ! "•:) t•" 'T,'J� .,\�1 t.,(., .J h('1 ,,�lr�yG •l ! t.• ti ( If. > Y ar> a�rh fr .i. t,\ l�. yp, ,�,a fA Ir , M; L''�rf: Y) G'7.1 1" 1 ♦ C A „v, j�`I'r f, t?'l] u ti �'n rti > , ! ^ r ,,,. , � q , rir -i, I .!..v`t1{ ,.4 !•1.2711 . { "'""t ♦ .1i•-i Nf:it '�'•i1• •I+rZ.SL r•4i', r Jtr7• { .4.;'l =1.'�S JY,1�r •. . .C. t'.. [ S IJ, J•frL.;• '�.; f - . fi a } 1J+ I'��C -r • yr II' ti.t - . 4 � r r \ :t. .w . d '7' .F . r .'! , ..14r • . f"� yy '7 r 111{t�, / w pa� r p1 % " . ° . 11 J5 L • . a 1� J. . , 4 ra K•' >,-•,,•.�\ t J , J ♦ . a ?((,>rr,, 1 TC]S1', J . � .'' 1 17• . >0 :. r�. . ♦ . 11h, 1 of S . l 1 ,}, I l:�' W 3 •'� y ,•�� )•� `. ,r� f` rW,+ I' :r • l; SL?' •.l, • 1 �1•,:C�'4 t Ir. .� , �. yV U•1. ijj`l •� 1','1 rl .j r n . .:1� �( ' t I �`V,�`•ftr 'I.I t y, % 1 1 �•:.^ • Sr�Yt,,•} .�C.SFrhir}w ^., -• - �•„, . . I,w t- • 'S rl i•11.,. t "fi�iSh J, t 't• •_ IL ti>Y„•'+ i••Y f• •Yl t\.a { p II • {' } J� )\'j I/,�� I liy�try .•, . y,, it r' JJ"�' ( IJ rntJ� 1t'' • � r r/, �). •�., ; ••.l •I{ I tI4 yt`]�41 1v �. /1� l ?..y1 '� •.'\'• .v '' � ,1.. • r w •.• fl• • '' 4:.!(r ' r r 1t, A 'a f ✓ •.1i4 , -rir .. : 1 Y,, Y ' 1 '1 4 �•� O 1 " p 'C�• �l t�7 j�( ♦:'lr {I:11 t. � li•G•)JY• r ii.,Kj 4 )Y'. ..�'1�'r"1 ♦ . L'MVY Y .• • "' I.a •l N•"1'a r. i+ , rl. , .1 t rl.tl J �yt•'t / +`+♦.•y I• t,r, fl . .. • l+•K' '1•. : I •V:' �,.y 7^I•!J r•Tv, }I• t p . I' • F• , N}�' 4•L I'i (J'R ^G-' f`Jy�(� • ut}:r1.ti'CJ"{ , �' ' �J�S.:r{, ' •G: ,l''��-•1 p(t✓,i'V•!3'/.'ry T. ('r •.: �l• 7^' ttJTf,) 'J. •Y r e� gyp• 't f ;(y"d'`' • '}'( ` • f, ' . J'rr /'I ° � ✓+' tl' 1r Jl •Y r'!3'f " •TJ� .�.F(• .�.f�•:SA f,• 41•••••. 7'A+. - i t '', / ti -tf, S '' r R 1 i. 2c%# y ' r} ' 111 •w .i :,y •w P.,,, r«}r) 1 1ti., h „j ,,, 71 1j.,r.- J` • r 'I' , //''11 ,� 41 �'31��.,t t' .rite ' V •,• .0% I. r• ♦ M"_ 1' i 1 t•\ 4t.�1,f , . Jr. .1 1• ^ • f ViV , •`?)':iji�'Lri..l.�' C 1,r• 'tl r r. rfi h n /(1 •J I�1 , 'nI t t•.lj%1 + Y,ltr•.71 • ♦ " 1 '1C Ir ,it Y.if ..IS' yl, S.a: ,r, t t h,'1 97-J- ♦ J• r /tA�• .. ' / �/ ♦� � ±y�� ' J [� try ) •'N .,�1te .�'`' 1 l 1 lY ti} 1 ' Y \ e • 4 1 }A,r tl. .„:, v. . S r"j. t,' M !;. G• ' f w. ,. ' tii t' i •f - ':'t.•i tit +' '` , .Ffay r J11'�if .�SL` , ; ,, t , i� ) y'�J' ,d_; Z . Ant) 1 �/1V lr„t! t• > ! ,Y. +li : .V 'L6J1,.J! ,rt r:•.f •, , ';1;.. ,� 1tftStd•l` r• .1 � r. !' (r� . •r • �',, 1} I�, , 1'f i. • r!i 4 Kt Yr Ifj•. 1"•�r ' ' Y ,J�,1�J:(*�'•��ifrrrrTTT•••♦ X q} •! 1T, tv tl 1�}�'f/.1 t J� tt •[ l•TtJ •L ..anl S!, - rw 1, W✓Il. , �f��]llfl .1L t 1y. f•.r.{I. 1 •r v • tt.,.,)^ V �y a,,,1,t ''l , 1f. . . y,4 J37 7, r 41 S . IC .'a . . t . .*� {v}] •. J ,w7'14 l •' • , ./,t, •` r 1w��I " .;/ 1: t }.•. �tj•• 1. .. 1 •� .. / R 1a"v.., t L. I' ,. _ �f igl ��, } J• ..'; �j c ., te, rr , .r>, l L4L'rN { L ,♦ r r� r1� ^, ,) t• 4t r :1'`a J ..5l1r[+ :`,r '.11 •_ 4 " �'( 7 .`,,,,•I !:j,,:��i t ' Jn>'• i \) •1 5��'•t',fT' ! r„•• / 5r•,1! 4 "� -� 1 1rtZ," � ;a1rf r1 I 1 7� 1' '� J�•1. �:IK•r ] .� `cy, I• '• a � i, t vJ•,: fir{ (([ 7t'•7 aLJ if 1 't 3 7r J' �1 ` 1t . h /1�,t w•.♦ ,t•.yl�. 1• 2 t . r J ' Sry t• 'n 't•,'i • ' r• ' o . ..i• 't:�•t. 144 r' • 1' r . 1. t\•1ft sv 2• 11` I . w ,). ' ''1(4 ' a' "J .F"+S. i � . ) '.:• . �' .! Y J I +! tJ �l ( ' ht.,t ^,l it tl t,>1 11t . J j,F�,_Y,,j , r h \ ,, •'. 1 `.., 1. ! '/ - I ,I l '♦. r l n n, ,�' y /,t I}1y, . 1. J • a,•{'i h yC° 1 , ,(J�,, , Ji (�.,,�• r ,•. ''' I ^ rM 4, 'i�`Z• V4.f lr 1 .4 • 'C ` r 0 11 t%'"rent, �l {Ahytr.i .,,tr;,•. .4t4l ; . •1 i • • , �i a ,t v t, 55r?L. VI •••>4! •1Sil" fn4i . l.• y d ,P,• :Y ''*.` " 'i ' Y. 41SL ! It • .�: 1;1 1 4 II ,.� J ,�• ,! V , ; H r• �, , . w,;• 5, t. p� 1 L L f YY . r1 \1,I�111.rJ, w. , J(Iy ,Y t•.A /a� '1 .• •. .• .• , , •SJ ( . It r . •'t'•tf J ♦.I tf1't i✓r S.![y I .fl L. j 1tr.. �'r /II.• ': rl•t''t♦ y..� .•IJ f? Ih 1 i i l• `:� ) r ,r1 I,a�, 1) i1 rtr.♦ "CI ti 8 r"� fS�J)/ •]•,,,,,f yM1.y` al. `r-1a 1f h ,1 .:1tiv t ••, .r., ., • ,.\ •yY, ' RD • O t1 `/.r- 1 :1 :•N."a40 l 7 •It • K3f . r t 'a t�' }t�, •,' V 1 f• " vl -R llis R`••/. . .,.. ',• ,• 1 f' t 1 .1• TTYY .ly.l1`.',�� • 1 1}+T '� 'I 4 'l l y� ♦ • ♦jyr' . 1,-, } •, a. { 'I tr,,. Y , "i? ,{t. 'S r�� ►� 'V •ft� ! • r p •r t t .j. . y ', - t. !. I�r. a ��•..•�1 "Jam' 1'` .••,••�}�(. .1 t Y` 'v\ r f•r .w, \b .,. . •'-.- �•v+. t .,ry �1"1'` 1 /I�a •t,��•'y' Q it 1! rp :�3` p/��. • a.r� ,1.✓ J /)f .•1•4 •!, t yN n 3 •r:t' . C. , Jl•4 '• • .,'• /1'•i.t,.;,1!•tl :j. 1 .r7,1,:t'"'7 .•,•• a'14 f�,"Y S L~ Iiy. � I�R . r '•.S• f• 1 J f4�1' : of ` . . lY '!I R ♦ '(1 J ♦� Der. . ),A! L.114.% . 2, , f 1 > t, •: •44 ' •,, .r , .1 1 •, / x y 1N .1.;4 :0i, ) a, t„' :. .r A r •((((rIH� r Jr� {_ ♦ ♦, r > . ~ r ' a tie �• , 1 „ l ! r ..y •:. �1) •• V!` • '•.• f t )+ aJ • r • :•• .• .';t.f ' f- j S .1 •K i•� .•I r -tr Y� ri'i Y•t't♦ r•t(�?� �.Y _� ,T • � :r� "r..' �I,:•�;!•r N `fir' , •,1 ,.,�r r T; J " f '/1/w .1,/• ..T 1 ..: . S%• , 'M Jt �yw� . : ' •lI ,, t.. . Y » _ • -,a;'^ ,a . ,i 'J1� tt r a:< 1 V' ' 1 dJt7�l,• •ti; • ry, J• . :•r . S fir/ /� Rf• 1� `F�� .ff R. d'( 1 ' �7 , , \t v tr\!1 . ;. '.� :. 7 �'n�4 1. yrr-,c, ••n i t• i t YI• frl l :lr 4 • yV '^'• (LJ•�1+ 1 l i'ir r v . 1 �t7 '�•.� 1 al {�•S � � 1 �� t: II • •11" + ; J^,1. �! .�k .. 1i.f01•. 1:r/L� a l>, da J J.. _I .., i ..• CR .+•"s �. ✓� 4, e 0 / ^t t uvf.• 1' t. a ! �'/� ✓•1 t1� Y• J w1• Ic , ,.v a• •` 1 • !w).F. :d: d' f •, ,J .Y' r i . ..a . l l' J I •J . . 1. ' J ,. •.. J' /• • tt .., •f '�' .1 •i' } � t' . c •'., ,G � ) �V;: rl: ^J r... yi: .J: � � I• t. � • :Rb. n V. 1' -I�' `�• ..,. ' •ItJ' '• rn 1 •P♦ • 1'l'`L ��Cc-- S r 4 ;Y; •'r - M t MIr 1' V ♦\ w;` r ♦ • , ri• r �, \+f� pr •1 T .r' .,I r.i. � I rN� t : ta,�/ .`e . !:II � • � rJI�-1 w.r, , =�. [♦/! �•r" f• ::r . ..Y. �y. �. •1 ,�"�• J�. - � ,J� •. err ,ta J'••� .�t .w 4•j. 1 • • .,• J1.•, t • •t,• „�' , It;f >,♦ tl, �• .::i•• r �{r�• . r �, i� U•T �'I • , 1 r,f. � ' � V • 1 t+ . {' -r J'JO• V ,,1'!' r• I.• S' �y�J ' ��,a� 'b. 1'•r'' 1 t .t r .� ry t: .f `irf,'�1."\:1..1 01 , \- y/'�,'�r4'r .3 iV .:. . ,! a • ,. w 6,' r t'•.. { „ •. �: "•t' •♦wJ 17 � .. '�� r ., t iLl.. -•`.. \ .3• '•I•: �, ty'M'1 ,� . " � \». •. ,• .... ...;, r �"1� N I 'i .iJr . .Jl, !t � • ':'' � ^ rt+ , ,• . f C .Yt�. !�• 7 Y ! • ', h .tar. .!, .V\ • .. : t''•�.•. r .r a l; f "r'i• t, I ,l r > rY, �i �11 . }tl JrI , 1 -G>. •.•.•. :1i1th y.\ :: Vt•i 1 > ' f/ ✓.. n •• f,. J�r; '.f ,1� ! •r t >. .L ..r, {.. :b /�,t.�• trW1 t .L fT ' i !t .� � •rl'lltj IS! . .tl •.Ir lC•. _� ' 1,a., . •Cti••att 1 r .•; V 1J.;`• ':'J��((J!'' (Sr�.. ��,�• rw •.t�: r yy I, t y��tL 4�•C�•r Jr;-.�«Nt 1 t�,_,' :• - Y-t 1 ,� 'f •f. 1 �d1y{ J ,Cf 't, .•' '•� �t•� .1� .yw�t. ��}1`/(t,� lgri' .•. . r-. ^7, 1�.�, tL'. � �v/ r•r r r p •�• T^ 1�, r •t ��3j V 1 �/(�T[y}�). , ,• ✓ Y;7 .a• r . f• , .. • r. tt,,;{•�• •lw,,(��♦- t,rJ ..,.. , }:1a}I: •,��'J.(l• ! F •Ltii;' J;(!•r...••• ' w ' : i�ti "}� 4 `P w•l .l . L•'ar •, ttr r 'ytt•r.,-. "' Y /,•`�, ra «.r.. .�.. ,•i,'••.fli L, r R. r :a •v !1 • �. .♦w' l + ^ �1 > ' ,� ,tr ••t . / In. ,`l > 1 "•Ill • •. . I r II.4. . +n�• > f .7 W y r•.' �[ •v 1 y • .• .t ` 1 1 .J, d7 �"!!f . ♦. 1 '�'A t. .,, w' t • •. qst . ,;+ ,. �. .f I . •, - 'i ('..- a../ . . ♦.. ... Y} .0,.. '•lP ' T ,I •_! r,• ft1 S• '' \;7�Y�. • .• '{ a%. :t:.."�'. r ' .11: t 1 .t.`•.'t� i 1�'f i-f4'•�•{. A 4 r y'�•t� Q� td .. 1 , t,' l` •f�Y�(�7 I ✓ {.�♦ t ! w: J �2 �'L�'t ••rl: r , L .h ..t. ry T •�{[�.11 >• • C.•'1' ! r'� ,r,. r1`s •I tr ,• V' Et I • 1 1 '/ !fir:a.�• ! "� r.t'.fA Y • •; e t•; •j ... l l • { 1.1 •C.� Y\•1 2q u H r. • �:` '�r'••L:1:. . '.+. � '�r ,t�"!" fw+ ',imp,.•/�i ' • t . \. . .��'I'' �. . ,�I, (•:rt'l•'y:��:�:'•'`V , .+`."'1{f: '�, J:1 N. .f ./ tl r+ J• ^.. S ,t \N. 1 - .•t , .IIr 1.••, ..• Yr X1,. b. / ' , 3 •l ly. ♦y •a`. .4.,. l rr J n 1 i •. • a_. -�] 1p Y� _ r.�'• r • - • J r Q JI 1 ,h 3.S•� -yS '' y,r1 c.{ ?Yv. t.r ! •r 4•t, �1 trf]y ) t �l� /r'� `•. .• At; . :1 . • .11 !^• ' 7IJt- ,arT1 ,fit A r•,•tl 1 . .s 11 •:kirr ,♦ r1•. I.. • i1itJ f ♦, .... * ,s'1 r, 1 ••••.l • y 1, t ,5„J 4 , •.♦1rt1.15 I• .la 1 -`•1• '04r ' .•* " h1 ♦ �- Irl'•y ! •' ' V: •� r•�• tJr.� „� Lam,• w• 1, . 1 •Jf 'Ca' r/l ^ w . ,.r.ta :•�• r ,1 1i C-.% / :,L•• ,^Q• 'Y1J�.nr •tJ1 11 rfi l•1 •f Lr. ,al I i• 'ri, • it'• 3 i. ♦4�:' •!!4'• ~ \. v 'ta '+ i i' ' �1. 1 1.' �rr� , it •' ^f r1q� "' P.-.1j�. ,T7�1� .r • , .T •`l. - • �fa1�y-•��J v,( • Q ,•r1 : •, r ♦ .,��rJ"1 lM t• ,1f �. '.••••': {W •} �MIa' _ ,.. • .•4I' .�'%�1) !' k4.y . 3 r}\ ICJ. wf(iIJ-!!,."'{lei j.7 a �♦ .4 ..„1: '>'i. l`/A��•�f., 1lr7:if :.L" , IdJ/��i I �A(�•��-�)'I I ! �[.• \JI• 1: S• • Ire ! ,•f i -tie ,rY •lwi.,, li • , ' .t!'• /i N .'Let. ? r + '•!�. M. <, •l r Zl.rl: • ` . "I` l ;C•1 ..(I/J'• •. . 7, , .0 . •/ ( � i •`"Y,Y•,air' ''''.l 'j'. J 'w •') l .L fl•, ).• , J ": �, ..) , r • f Y='V •,; ' � ..w )/ �,.�.� .:> '\ r.. ✓: ; \ j4 ! ',;. t,tl y • � � {. *} , x / '�,Jh: ,.RI�. r'T'• r !•1� ' ifC f t • n1\_ wa r 1f I �y r•�IJ•. . I.!.Y'tI'Y i' w .ram A' r ,,}}�✓ .N. I , _ �tr1� t t r .1 .1 _ . I �,t � 1•' (�[�St''li. S (,1(1 y 'rr, �` } •,• • ern p �J, '1 T.•�i. w 'rf.• i :rl r VZ` '1� 112 1k1� S � i C t'•�•l !v J2F.: • .{,YV 7' •yl`: •j=..\ R•v.ri,' I�Y'i k'', 1• ..t r .w" .jll� rt .w}/ '1 +l i • ' '�`II.•"i•, r •tI 'y •„ 7r S •,•„• 17 ♦•y Ir ) ' > r.. 1 / r•. '!1 V ! , ti. r ! \ .w� J• �et •4.e.. /r 1 wd. p. . , • r! ` ♦ 0V �(� ' y . f" 1•+� 'J1 rl 1,:• a „l wtr;'' • l,;• .fir rl . t t ♦ •.r' I, 'tl JJ))• > t 1 .Lr•� .t • , r/I • % • f/ a t. S •. t'. - t )l tt..f t .1 ..r ,1�. ,a{jam i •]U I ,,•• }�,�1 �'. f �t'1• L y {• :�` . � i y ) [•� �,..,�., r}.\r I a r e. . f, �1-' .li • ' ..yrr �:'Y' 1�\, �r•� l' :k• et '", 1"1, ' ,'1' 'a' • Z. W , f1 p �rhW-4 1 4• •yf,. •y(-• 1 Lf tl •tea • 1{� t.r•:, ; lCI-S• ' y 1! \ . 'r\'�,•�a(,O i ." •!\•i�'1�i T.. ,... ..) . �'•: • a. r • • ? � \ ,.•i ♦', > .\ . 1• :day) 0,,. i [ "+-'i i• •. '. r• }1• J.r >; 1 > ^t 1 _• • ,. ,1 4 �\ i tt'•r ,, . 4 rr.NJJ,..• . JJ,,,i• h.)•i-• 1 .•4 • �� . • . -,ra .1 1 l • > . , /7l rm1� H �i '• P r11• _ I CN 1 �[' I. •fir' i �! , 1•�,y I H - ♦II h. i •M1r' N'��,•••Jf�'•a: �• \ 1 • . �•. � �, •I �' _ \{/ `V a(}��}•t711, .•.� 1 '[ :{ ' ✓• w 1:y�,.•1 � ) / .rj 1 '\ `7 rj• '" _r> 't•' �� l;• -{•A. rC �•t�:� 1 .a.. � 1 at ,j�'" !. )` . r r�r.,`: r v.. r.. . . 1 ' • I •3`$,,y� } �i� •� .1� � (r; tw�i O •\j ?• � �• .>.. r 'r ,� r• 7`✓P,.7 , , ♦ r •1Q ' } i.� ..((f' }�r.v�'V r•• ' l ' lI "l,'i t•� •rM' . f1v . • 1.1 t• f e_C\t ,�•, N, -I \�,t 1 rid'• 2L ...i.,•�., 1„•• 1 •v� ',Tr. t • f• 7' t. 4r, '� 1 • J 1,} `, t! t I•r'•1�'!C }iji�. J I z � •�r , we+ • . `• . 1• -J�• t•i ••j. .I,M; ♦. 1, .-. . t 1 siliq ft. , pl(•'•:! . Y• 'F • '�,' as l'•\•. , a�' , „ t.rr. 1L - • '•'�1 r• roil 111 {', •'I,r'1 • - I 14;? ,tY ' .)'JW- ' 1 ., t'�^ O 1 , gyp! ,, n 7 >. 3. �{ - ` ., . , , , v.. r L { 1F� �f . . a, , >• . ! ' c' ' to f Y;' r to ^ , 1+' '•- �r t '1I'�,. , l L,1 I1r.�y'. ...h"v " i.'. rr'atl..• • ,'••�,4• 1 �c, 1 Y .V `11 . i)(• •:TI ..M: IVr . :, a-',�' W ,J f•1 �•�.• ••1tp lr r 1. J t'!' /• i ,-ts ' • h`i y .:••'� -I, . NM• ? yy �2? 1* }• .'1 4t 1 h 7 •1 '.i !�, Y.p r1• J ! . )1,- . J • ::,nra ,j : - r r,,. •.l,• n•*=. ' {� r1 �1i' 1T '., �' 'rttr• .11'�,' M Ca.'j %,•.r.l N' a•,, •t . 1 � .l 11a -i ' T,'i�•�t rl••.'• , •.�::• le f, h 'L O . y� • I,S,. r�,YY'.��/V• tU � . •!v •::•t>, . •ta �.♦ S MI• r 'i'1" •.- ♦ 'YL • I - /.. : �.rl 1 .. .) ,//- •8•r ♦ ,•• .I�•� .f•A • t; li• yy, at{� .I�. , j p ?�(r.�>•G."`S: - , k•. / i. , A (� Y' ' th'V' Iif J t' ! :. ^ 7 • .P W- r, a rj f t•,r Y`�:• iV l f, j �i: ti:'� ,t •: , t ',},, 1 '• , ) .w�. {V In r• .(�1 , r v" J v •Y, 1 't^ (± v, tShr ._ I{•• ,/,ff, f � / [ .,� 'i ' •.fir -1::;', s� w j)• t �: r "t rt tt w -a; ,. , 'k ...A i• ;'•(.cli •�'`S 51 "' .�. p 11 11j} J .d {t• v y • ,r'• . . j 1: 1 IM12 ! • 4J J. •11,.+•. . . ,r .l •4 M�/ ! \I " 11 1, 1.J •ST; e4; . I V 1 'It•y` j Y`1 �� llAa-•Aj.', r 3 A. ritt''��,frr . 1. a WY I``t'r .S.'.JI•` .t1 . 4 ii 1 ;,tvL.I 1, iS t,^+ - j�J _ . 1y• , ' ..7r^..` '{ , ).y j'(Ja ' r • . a •rT vCC�1 C • . p. •.T.l+ /r't.. ) • ,1• Z••ram, 4 ', Ir • f 1 F" , •. r ,L,• • 1• �y J •`1' ' V •'1bt• v1.,tf,' :err Y.' t.�'•'I. I•�C.�,: , �' - w !! !t�1 r``'•. •,• ''.••l.fll!•• �',n ii✓ 11•II " 1•�•+t' Ia �' tYY (I� `• 17 • 1- J ��}}.. (V L` V2S .-�' 'wy {,1.�. . ✓!1('•�v`,• •t , } r uJ., Ct, >t ' [,V,y,' t .,. �,j� '•P tr • '• t /{>jl♦. l '�,a- l 7! _ tf.•t.,�r .r �,. k N ., �p �a ' i a' J � y�w�• •� f. l f., Y • '' S 1! ♦ • : t y'?' W. ^„ •tc. .+1 /""• 4 .t J• ..r • ` ,a •w-• • ' ♦ 'jt a` J ,✓tp'• 1.. �•1•r I,,.,,I t 4 � 1,.r . 1 r� . 1 r• W 1 •1 ♦ 1. 'u''1C Iti). r ' i' P_'Y r•flye- . , ]: tit' ,tilh�'•, y A,.'t7� f • c1C , \ �,1 f 1J�. i . ,ir � `r+X' _t • � ' fI r t ' 1 .•. 'R • > •t I'1 • I•'��JJ}} ^Cl • '„7�. {�,� r `I '� YY• , � J � .f�,SC•,• J 4•�\ R L -• ,),' , .� •• �5.1-',:+t'1.w .. .n ♦ .h� �{j<,}(,�1�' � ^/l •O t , I LS 4 ,•I. : { � V +7'- ' (� 1 q1, Ts .. ••t•4 I,t / r 1• •,if' • 1• \ • �r •� ' `,•t\ln • r. 1 Z�• r } 11 t- ' , ♦• I r[ '• �l}. �1• • �t�t " •!r ri 1 M yt �.� r :k, ' V" L , � �L ,w•.„. •t .f . . a. w,11l; LNF�Z�Tt.•.... 4, l•�•rw iff 'l• .,,'l •S• .N .till. :_',r. S;:• ';L �J� 7 f 2�r�1 ]J/ YI•� •l > S 1 ,�• .r `�� •>•• , /1: .•yJ"!. J r •i f[�I ,. -r„!`w,. vwY• r 1• 7`I J�/j,�' 1 •,1•.1��•,f, H V / m �l4.r , .G et •7'i�• r.� 4,4, . t J Y • , j r'1L• • ,/•l.w. •I Mi ,• • .a tw.• { • :,,,' Y .. r . ^ 1•r .Y,. ,., rww♦t J� ti`f') n'T Z r t 1,J •\ M• 1M 1 .1 rT� !'• r .R 1' r.•1 'f ,,. .,t-r '/f . . ram . �,y �a t .1. k.... tr • v Y pit ;...,n r .v,,, . r',1y.tigt - :,... �1..- _:�•f •r,.;� 4.r 1 '`d -z r r• t6• '+ ) 1 V l �l•• l 7 r •♦ - '. i [yy 'Cp !,•) r� ft': tl ..A r I •, .i•• M 1 .1 q� } ,1 t` 1.>• y: r •' 1 1• 'r ��J•\ Cn 'l P ♦ • ,y , h , • . •r 1 /t.• l* •4, .�`'' J ♦. .r' 1'• s t ♦ ' •vt? ` yi 4 ie ,/ Ay l r�,.r fe ,11. . .Ir \' •J' .r -!�L ,...1 . 17•''r�y 1 t r / I r�r \ '1 V / 1 ,.7 .• ,:. : " a 1 ,� •A , •iStp�rF , 1'It i � F=�'t > rr '•''t . ~ `i. lI ,. -1• J/ N {,,, .'p 1. t „ ' k.. Ift.• t , t+l: 1�' ,5; : '' .,, P' I•� ♦ P1 Z � '>r �•} f r. l L ,J:,i 1'•tw �' y;r• •r•, t f>t'.r .i« Jt (t' r'a ] " f/ 1 . . l '. I'' > F , R • •/.•r' t J . 1 ✓ • J• t•• Jy • :M• ! f � ) :f '.l• t TIC.{ 1 rye- 1. ,`1 �t31„ S, • _ . , . �,,, , r �` t �}•r , ;','9 -.• ♦0 ' >y. .dJ. 1 1 �' •rT "a1 • - •,-;, 1,t�,.r" >tI• ♦ ', 1• y� ` T rr �4.. .• 14JS' rJ r.•'r�.a''i, tr'}� v +j �.�•,�r,�lS�1 .'� ,�1 rr }•r•. •f71j'JJ'tN ".^ 1]�, .i4{r` . err L� f"" ' ?y' t� 1�77- . . �fr _ 3 .7.rK••', ' 1 • ' t t. {I:I• " �'tl • ',.Y� 'G • i1 ' ~ems` tV • r ,fyY1•P ' L• v ♦ •):♦w ,il •vt. Y J l'Jr •f�, � • Itr ✓ ) . Yf�p(" "t 1�' ..l • Y " ' 7 r,. ' 15 1:.: A �+ •'1 ,• •:- - 4 •l•` J>\ et. .l ti ) , •. ?. . hf- : , •t .. a ♦ r \• t a t ter•., ^I 'r 14.? 4 I, • . b G 1 . I t r� {tom p r , ` r 1�.. •r t § r: ' P. '((�]p�• tt'. 1 !1::♦ lF. , 't'1r ✓✓•,. Iw a :.Ln, v , 4 • t J. t J" .;1 G .r Si✓r �Vra r�': r J'/� ✓• .1�• , JI ,F. f rn rV rj,N� U. t,�1N. t .,,J Tl' f tt� rZ.'t' 1' f r.tv ti••,•V,./,ryrr„LJ. Rw.r a• 'p J•,� '•'.'t ' � { /t1 Nl {J �1 J, J� "'h .� l �7'• .{t . y w,.r} �. . .a . n r t�J.' ••i; t >Yt .f•' I �Y✓ l . r •1 ki -R2la1 J: ' t-IfOtr ,. .1.-. Jar."` , 1 •�'4 •, `,1 4-' , ,! LS t� tcht2^ .sf� , _:�•••••(F••1"• S.(• ,• • fr'('r .- .w : ;.r` /i6 ' , 1 ',,: rr' ; t�.j'7�-7„tyt. `�. �^ �ti t '� '+ ♦ �f,,�r� 4 .'! �a�, f ,. > .> )�„•Lr .,. /Y j I,y�t w 1.•ry l '•;'i.7:r• 1•, 1 M r ,.,r✓T�Y •v �y. '1i 1. 7•W' V IA7' <• t'rJ.1,`t t...\•J.1 .) ,,.X .� ) ,,, .,✓. �j[J� ,t {I L �Mt' •a'• ••/1•' .9 V J } fr:. f ��.r ''. .r' .Net ,12� 1 > st3' � •:ly(A!.[. . 7•LI' ' .*. 1.•i. - � tr .! 1� ,iC �. 1,� �f N 17.>.1 ,•f>')f ',• t S .1 lw' �ii•� Jf♦�7 �n . �': J:a 7 ,,�.. •J; : '1J r••t•: t"'y 1tJ.,✓1 '.'S,- r.fi � ' 'tl r � ,r� k \ ,•.,'• a,,� a t.,., 6 41'1`1 r, $ Y J.O.+ ♦ ..r t,.•,, 'J r .{W,'T :, {qS�' N p��y 1' ✓ ),y 1\,^':• �y',,Rl1t•' , ra .v t t 'IJ rk •T1,>•, •(a/• wV, •1r.� -a ♦, Y•k52 1 1• 14.lr t S•✓,li { ,F'r 1, ,.. .7 \M •f.�l .W/' f \. '. '. I �t / 7 t. 1-. r, , .[4.. r�rl� V :2, >r.,,. t.w . .f 'l Q!:". I .••r)S fJ I-P C C. Y ;' t ��jfY, f J: •�•�/al� �-j �Lj. !lI 1' P d l � 1 Y ��ri t, J n1 • ''1 Y.r ry,♦, • -', YJ7 .' %!. J' T 5Yr' It • 1 ♦ '�•,�' 'Ir ' tt r .✓.• r I•. 'J r 1 1 I n ,yy ! , �•ry `Ill4 l • j ,t. •, ..t! .� • `. I 1 W[ t '> !44' . t .�,« y- •`••J1t .'.l:.• / \.1' ,r}� ".1�' J. I r {... 1 ,'[ ,• l ♦„ IV 1 1"J i- • �\ }}. l•, � {y fYj• Y'- :.A• 1• 1} ' /•1'17l • ! r / • 1_I f.•YJ,S}� ♦ !i 1 . -,` LYr.. .• r�..w• l •,,. . �1•. 7J,1. Y'1 '1 j 114t. :'J�C f.t tt, , �� ✓ ,C7 YR�` K� I � \ , I,' I „�! - 1�a1• t»Il .+, (. .1. _ R F. >. yl {,G M .rJ, II •U • .d. •.,� � �,`l i, ♦ • RYw111\- •'tJ •�, J 't. t . 1C I' �� 1� �N "�. L .f > 'l.Nr•. f � ` ' rr1� • ,} r '� • J lw r J • !r , ♦ J+• 11Y { ,[ ''`' ' .rc,��, Y L 'lRM Cfal, 1. Y '•V,,C(,,r .- I .. •:>M i • ^I^r}7 2: 71>. t: Q w,. ,! J�,�•,Y,1TII Y ',l Y�ll,,f ,I, \ rj�4� , • '.r•r • 1 ./ , h ,•t' " ' , { a .4 ' bc.. 1 r 1Y 1 .t. « '�'.l.W l' " . ,,`� `' 'ail • 1 "!r ,J,r r 1! • tt 4 *:444 ry '( ..i. f)v ''•i :('t�S' >1�`! y y �. .S' .! ,a SA -.+ J'. n ' ' •h \. }i,'. ,, a/ '..r CI , A{. 3l :Y l •'r:-' . 1.ar {• Y ,r.J 1(.rt„t1 l•t� 1 • ML'! �• �C• t1 r' }•'• •urr >. J 17y '1 t r, ., 1� /I ♦ ;• ' 1;' > 1 ♦�`L' 1 1 ' R -r.'• ,{y Wi yyy 1 ` 0 Jam' / 'w)!'• .•�'„,7� . .11 )} 1 •i „ wN} j t II r • .,• • t:'. , '•1` .,$ t 1 t ' ` S �f.`. 1� A' .'l > / L�• / J� r,"r'1' ftt '�'! ,),�•.�t 1„1 ,f,Y •.�' ',"S C. -'•+Z¢�.r".1•. . f�r. „� '. •fI J , 1 r t'rJ t '`. 7L'1.: .3`.>llflt /r}}�1 •.� '� •, � r V (( S ' r] ,1 ti• rl ♦ 1 1•l : ,.! ' J I7 �p'r�,[�J�� ' �. , •- >�(` . ,% 11� ryb �� V. ( t .l k �'J?l,t�, 1. ..> [r 1.1 V/ t•iJ t\•(.r.�;Iµi] 1./, i'/l`` �� 7.yrll.l f�l l 'ri I• �.5. ,� �..A.t`,J. ,t.. •0••`l• S 1/ 4�' •'L 1 �•r:,,l/l�Lv „, ll• '1• i-• :)I rp1f J win • ) f I,tea. , 1M- `,W^.a'.,:•- 1 .1 . ) 'Tilt t t > ' [p(�I •t .T •.. • •14r �,�w jb�j„1j4, 1.f I JAyy�t� '1P 1 !ltw'..�,,, 1J r J . V,L -1.: ,\ a� .epee ..�` ,t•I -•-'1 r T ' ,sl`r!. 'f +.. r ;).r f M� �[r�Sy11'r '1 -� >ry . 1. 1 ..J f . S 1 . -•S 1„ J: (Lr• 11', ':1' I'• '.�j r. 1 ! 2(.l I f.' 1' 1 fi •r ,J 1 r �t('t1'r•, •'•�► N �.1' .1%/ ' l 1JS�a„, r 7•.Y l•1 r' . i,l ' 'J '3 •...r 1'. 1: +mod •• 7.• )) '1 • f t,` :/ {nr ti �/ '•' .JI �lJ( J A "�, YI r ' , n� •tii„_iI"itt .�,11 r r {ref , •it.i'rf •'•t �1 Jl' IL . 1�' •.•I '� .Jar ,JYIf'a. ♦ ra'1 i•1 v • _V, " ; ' 1. ••, 1 ) iSt t r( .♦a t 1 � . r yl J' � � � 1tf ��f,... '`1 ' 1+- ••4 . J 1 ry',I`: ,f 1.4 . r • .�• f, / ,t✓ ' t �Y�,1'r 1 t• f .• '� 1 •it •) r.,::1 ., J..t ;••'�'� YL.t I.,t ,rty �^% •,r . `' 1 y ,l. t • If -ti1�' �t wt �'/ 'C I 1 'avi' ' •` d I " 141' N' . r 1"r ••• '1 7.ir t ` '1. , '{ t , li, •r, ' I "(7 Y Y . 2 y ,}T� t t�r' . 3♦ r 1 d .,,{Y(({��' ),: 1'n ( 1 r' 1 rl4(•1, •td'"lt, , flr •JOB. 1 ..it 1 1 r��r '.,1 d. ) •1 ♦Jf X.1' ' .. !'IY.Y, h5, r It y�y r , !I} `t'�, 1 . 1 { ♦ ,Jj,l. 'sJr� �JL •1�' -:�L. l,!�•.t '.rtr n '.1, 'ttL 'lj.� • r� ,�. I•. • r' t .,! 't, �{ V +� l • {�rj4� ":TId�� J! . ,h Y •� T rr tt1,4' ,,7/, , w } r J'}}I� n r. t . W -., if ,J 1 r4T`- i7f rf ��' "\��`� f ,1�(�1,, ^ ..1 ' a1„J .l • a •rtt�•..JI •�rra, +11.0 l n•. rL • _ !• J{,. 'F .�y}•,�l,�f"I ,{(,,� J),5 � t' ' + ,,,) ♦'{`� J•F w 1... (�KfY{� r..,t .11 : { "I" ♦ •1 } f j1• ] v •'L11 •S t :t•••••,:•141 .4 I ♦ ...: •r.. J'L - W .. r t:'rt1rP !1• t F 12t ,t fr ' . y Y+, ti , _ r:1 1c,' • 't ��JJsst1 t, t�'� �t A ..,• V r / ' 1 • K • 1' M,„ > y •C t ', f ••11 'r, ' t'" Y !}y,k1 r! . .. r I , , f • •• iAt '.'n4 1•4' r ( L 'l f pr 4, !r' 1' v - Q , .••r.i , •„ •..: , r{•L. '%It vIV 1 {[1 '�.\ ', F 1 }' ^ •1 JV r •r� ll ;':'L I . • ••i Z• 2'il Ir. I. I J .�'� '1 �J d .',aar• Jr 1 r •J r .y^ t, ''f �•:f f"1. •1t IIr t a- f. , tY � w •+. I� M 1 • . r .J ! y° f (; ✓yl' L`'Ir ^ ,r J '♦ !' 1 .r Y . .( .{ ' �i. ,r:y '✓' I l ' , 'It. ,t v. .1 +!,^L. I J Yr. t , f r � . .� , lit r' v ' . • ••••. . 3 ! • x \ t 1 II ••l1 t. -Yi ' 1 1 . 1 J•. ,.. { (1 v • ',� .•J , � h J MI Y7r:, , bi r I • v t l ••.. 1• '• •�Nf .Y' ,•,, T- •1 r •. . t � �r� ,_„ (� `. y :_.', r.;• `' • . C 4-♦.6 rJ • I 1,. / • , , i Ij't � I ,. •, 1• •; ,. 7 ::J1 ti • . r"t' �"! 'A . .' � , ' , �l1 LL � '1 �, -� tf \ t �'• tJ l� t t' �: I�,u t7♦ ! ' utr:• t . ',,rl� , .1t `f • 4 IY !• J Ysrct 1•r i r, : ,, f ••• f 1 Y ' 1 r J 11 f• � 1 � �; � ,t, .I r�: o ) � �.wJ;' (�j ,, .• J � .,. r t, �s ,� .� , � y •s; �` !� 4. �, :c; 9'� ,2,,Jr , � , 1 ' • �' a ,1 ,' , � ., r +1� hi ,�y�f,•l�f!�`• lr . r W .�' r�)rw .L( ,,- ,�,,1 ,'�,{� S �Y�. •rt.j. J ,,YI . r•. ,:1� . t' ' r� 4'•/, f t h:.J.'2�1.1•~� l''J+ „"'{•r ,t"1`. . � /! T 1.I l �1 ) �. . .�, 1 �41 I�.',rl ry.�/.� >.i a�. ��t.�:' �' 1 ` ' � fY• t✓ "_j��yy/�7�_' ,, V . II • 1:� ' ✓•t7 rn 1' , In �rT �/( '9 J� S• . , '1:'St "t''.%:•Q�T�._(j. �`� 1•! r.y.••,r r` .cA3 I, � • J i' r'r�;- .�11 L1. tT ,d' V t, li �1 T` ti" _ •' � r' •i• i' `y t,•2 � . � ,rl . }�T t.r�1}}7,�1 'T` t1r f, t'1 1f� l lTI 1• .>.}I ♦ ti. .,./ . !li �' l« q •M?l,, I•.� W 1 1�• , r -^."•Yr1 '!7' �rtaI r I. . •J.- 7•' i . ': .I•l •, ,' ,It I J . 1' f!j > lrS� J 1 1, 1.. ,1 . .,, i '• r r 1 1}t`�• J t *, I �• `y, 4,r j•' [ t •'.',:l 1 ,'j I I(( 1, !,' .1y aa... J •n . • 1 f r ) GI 1• �' J• I1 •� "i fit: • �1 ..,'X1r lie r� JJ ! aR.�•1 , rl t.:. >, _.�^,[� •f• 1r•. (1. . 4 `'1 '�•.� t, ' 'J� { " . , •i: S 7� F •t, ., r 2 •> . •1 }t • ( }f�, 11- . ,• • (� ! L. •t ' j 1/y.,•r 7 '',, ! 1� •,�..Iar 1.. . '41 'T.rl rt • ', ` •'11 1 vl,Itf 1,J r.,J �•�' }{',j l ffrr J. 'ti .•fr ,[Caaryry.,11,a} •/ .1 • .I.. •• ��i . ! •�• ♦ •[ A f.. }h, :� ,•1111r,1y�' , t+t ., 1.'• I •` r'. .Ir .' rr IJ; .x L: 1 1.1 Ir1, Itry,l� , ••1�y �l' ' 1 Y`t••: fl •i'• -1`; . 't > :t�. y 1 v,,p, '' 1. 1 t4 fi} t r J♦ !,• i 1'•r 'J. ♦' r • t cl', 1 J7" 'l.. JI• r. r •.l`. •• h yr, I;n•. t�. 1 N♦J ) :'f � 1 ,,'1 t• 1; \ •. ,7ypjy ` .4.'•• •�. ' :11 1 ' I r r !i { ' r r •1r1 It 1, ., • ♦ a . / ,• ! .1 Y L ,•; ••1N 1+,.'':�. IJ �t -a.L �• t. , - JI -i ,Ir ,"t• 4 �1 , t t ti ♦�^ .: 1 •• • 1f •i• �r-Gi 1: '' (� i I' lu^,c rLM i .a1.• , •}. ,� '1; L.Y .. . < }N, . . q• •11'r `. _'t,. .. , t' }.\'. . ..Il S • • 4 13 n ". r ;at I� .!•.t�R r-,''1.J, �t "�1T'.•� i, l • .,� I:. '•: -. 7i . 9' e;. Ny , M e '.f .J .•rr' ,Y. > . . } J11 r t, ' I ' .! {}1Y.�✓.i ty..f� .1., , r=, '7 tr '.0 C ... • . '1] �j��j�JJ�l1t YJ=da 1 2, ! '.t .✓. tq J.�,d >' % 1 . V� ^ 1 '� 'i„r ] 1 ,.: 1 ,. , r : . 1 _ ,1 y 1 )1�WI,1',-; 1 , it' 4 .: SV S. N' Y • l r ;. .,: /" 1, I C: ,v l .1(, 4- 0 '/ • t Y . w^'t(• , , •� yt'Ir M' ll•r, , I ,•• • ",1 .(,.01• •r • . ,✓' •. [r,V, 1 J, ► J 1 t "2 ,,,, 1 1, • A, .t I1. , .0 • W rn1 ., I ,} r .,' ,I 1 / 1,� 'r• ``. . t� -r! i V 11 �".•J} yV ..) I.., y ,.) . /� r .y,l• w , •G •'•!N•, . +� M1" tt • .0, s. rl'`i 4 I � t -t„1' ' }-, ,• ' :n j . A 1�. 7 '1n t {i 1;. >. "4.• L •I. 1 .4 VV r`: i• .19 'Ji . • , , r,•It '•, t '�.' • n' Y \ J'!'J. Y . .�•• .• ' 1IIV• ef.i� ,,. 't}'/f1•''•^• • Y . �• • P•), i' ;l /(�.`•,rAr 7. { ' t'. Y.r. • "�„ d•. St�./ter y Lr . V.1,J .. i f S ., c rr,♦ ,��t,w �i •J.f4 1• , •I�•t , 1{w) Y '!�� •N , •,rr•,• Qw. .,,.r)Lt1 �✓'y' . •'t.'i'yi i.1..•' r A• ?I + (,y1 h' ' i• • • : Sy : l ! �' E'.. 1, fi ��. 11. •', . \ 7 r.++ J ^Sly .,tJ? ' l 4 +S;CL J. _ .� r.•5" . ,t 1 ). ' 1" ;, 1 ,1( I. r.I'•• N •• ( , 1 •••. ♦ \ ♦ _ r:• • n r. r I {,{ N. . r' ` 9,r•, ` y )p A�. J, J r'*.f 1p,J•,': ''J. f, � t'>•y , `11 'Y ,•• 1 ♦ •t..r /V•`' ..i,,n .!"•:Y \y 't1/ '}. -ri{.» a l 11` :• c ' {:f)• "' i ($i• •&'•4 . , :J C I: ' 1 t'tt ! }i r '1•r ' ! [ ' r4 Q r,' •tty {,r 1 w. ;•:,.i y,t • w.,t '^ ,•,. ',J�tl •,./''' , J ✓. 1.1 .t / .•,• ♦a , . ':D �t, Y ! !Y' 1r Y, L ,r t •. v . ) tj 2, . .,,.y�, , >•� �j 1 r.,• �y�rt�, • ,'(.+'>'" ' /( I Rif 4 w• j Z' 1 • f. •tl • 'tF"y J• v. !'! mot", . '4 tK -r,U"/ ^F� , 7t, i �, 1,{l •. . ilj ' .1lJIt// i� -fir. .✓ !r • t'- 1 w,d t' {, +�'t�, ,,. & - r', r'. r .''I' !' •1 f M \ I li gt- >�el •, , •V 1:'.� r r tL� so,, 1 r j `-" • ( , 1 rJ/,tt{{`�,J Wt.' 111 ,l. �r. ;1.1}., h, , . i .. - q(•V I/a t. 1 . 1i.:. y ir.✓ SI•, r J ,1•ir.'• 1\ 1*: M', $ai 'i• A, .TIh4'I•,` ,! .�•J'. • 1^JJ S'lrlrw •14 l •, (}r:r•. '.+'�.A'r��,�.1utitet. :1 ,� •� ♦ii 1[:`;ti' .: .,t• I •• 1,X ;, t�l,;•. t .ir. . _ ) rM / �.K:`•: -. ' I1t •f�^J h ' ,7 t(sL. 7j t 1 .s'r,'=.14. 1• :•.;N p '1S.t1 q ,..ri•.J 2 11•iwr t. .,•�1�- Tf1 y-yv ' ;C�, •{ Y • 1 .•Y r^' /.h�• � _�i, ). r Y t�.i �'� 1, W>r,tr:•i . . .ii f'♦;r, • t •t a`Si�[,�� T�i,, '� !�' •t ;,.L 4 //''T• {'� " r . ,. t t reel +'• t afV c ♦ i w! 3 r1 ,+✓.. . i ' i r ' • ♦ " • rt/.• �[": - \ \ .U• -1 LY' . .1. "L" * C N Iy I • '^ ' �,�'!{,] p!. 4..,if•,• '' t .4J\1 61 ✓•'.•y, r l n. F.' �L1'.1 i f ♦ .' •, )•„ •1• • }. ' �1 ' �.e '} '11. 11 �.. �'. V .^r �1t♦••1 . •r :Yya h •tt• i C i •.. • 1 1 h L: ♦ :l .i 1 . „1• 1�" r•l 1' ,r I t , > 1 > 1./ !' i. E _.L y�y�y • t t�•A . �I f 1 . 1 ,I'' ]r •ram A 1 A \ •t u- ,.' n. In ,J)•' a, it I rfy' irI l r g. I t'yp(II ' , . _1 • J(,a ��N,' . +l • i r i5tllr 1.11•; r4`..,• f��. 'tr,l•J'•�r L1 J �:LJy1r tt.' �.Y l y •n -i�.'>t r (1 : "r . •.L:ly S 4 lI - ' !. . �7 , I ' "+7 `l _ i .) t1r•1 :I .4 • V• . t •i, i :{ .\ • .•:YS: '1I, r r. a- / r r ii .-S*, t. vn r .ty l� % 1L .) 1� 2 • "' Y•t i , ,�J • r•r y.1Y j . • •T�• /1 rri. • : '� I ", :r : •}} .4) '1 P `,Til ••. . , •1 '1, it [["T•• .11• t l�4 ••? a Y. y,=.,, ,d,• 1_ [.! '. N S' t �' :..7 Y F: ' ••�i r✓r .. :,.L} `•.t1 ,Y' 1,V'II', �s-- ! .�Jl f.••.•• r •1• '� lN:, -:}. 1 1 _1 .I+J,� f�{jr S ,f) ,/Q .. . r • • ' L . "L- •ii r• /I .• 1.. 1 .i.w.,',r , .tl rJ lr + fy1 1. •/ ..t J 1 "�• ,T••,° . (� r _ 1- (.u�`. [� tal -l.r:. .Y '•> ••F •.1 ''". 4-0 '� 1lt, „•/ •4 j ,> t / tiL+. , t -,' ; 1, ,Aya ,i 41[ J.r'- > . 7 .�y.:t` l .f' �' ', 1• Lr'):• f. ^I '� i� nl : `Ili; N, SIS 4.e41 . 1•1'„•.. ' If, . •Z• _:.'' r'...' , itc:r --tr Iw'` J .,••1 ..:`. •.y:.' . .s .,A. y1 •• ✓,• 1,,•_ Ct' ,J- r L. f 1' .. .. . . .. .... . . . cp1 , J6:-.4 •'y ,. i fi a,� t.- ',:7Q�'1[ 1 d: 'I. fi ,l q 1'. .•' / rr.. ., ,• y 1, \} '1 . �Ir�,1> •t.) .♦.) > I,r.. 1 . '.i - i J•/'.-' Sv,,•• � . }fr11 1 ,�, �.j�>r p Yf�{ .j'•!1• Y.tiM�i 1'•. ",t rT.'• `V. ` •t V ... , :1✓ ,y.. .;�: .J;-, b1 T:; ,. : p, ;'}. ` . t•t : -t »tl ' •,YS. !� t _ .1rCr. 11q 1,'�. . h(i' rJ; . , %•J ...Ict •}.: : + },.S . .l: ..11 s;r Yet ..• .. •� ' •T *'- `+ o``"` ' . r. 'l^'+,tX. , . -, :,y. , Y�? � fr I w " >'r . :,••Seel r .. .le �Z. ,(.., lf.� �}(� .. ,.rlL' -i ' r - _ ;�+ v f/(it, f' ••.7 n a3'.w 1`i' ,1. •',S 1 • i✓i!r••, •vt'a• ,. 1 !! . • ,rr ,^�t d.� .! +;+. y Vt •w, 1 S'4 F n'it .RK 1 . .'� f A ) V /,r; ♦> 1 h "T a '•. T aJ .. . - Y 1 r 1 1 •A•�• . 'YI ; C,• ., el � �l •a: 1\,C t • . • •r . r ' l rP' •i• . • , ♦ t� 1 Y 1 h d , 1 •rt «lj LL 1 ,., r ! L ! . d , , .• j A 1 ..l:,i� , r 1 .• } • V J 1•.'., ✓ V. • •)/... -4•li • ,,J. 4•''�':' • �t d . .\S :1 ♦, -r �r' t. r__))}}ff��^^``}} J !.'^'• \'`R'•. tl ''-;aa J, •T£i714f♦• i'tJ..��j '� E] •1 f t r �. ..15•:,1Z 1t•. 1 _ k• •\ tr cr •1• • i • '.]1,•'� i. tp ,�/� !�.y`'.• I �7j ./'.,t(r.� ,.�,i.V '..S ' ' I.Z•fj�,.tY( '��l�t`?..11J,'f(t1 ! " t . t v ♦ .-a�i. rt• r : Ir• j. J. ' i„, 2(�J 1 ,�•��YVJV1•J♦, ,: I • ?,•...• . '" \ t'•1• {: •t rt t, 11i' ,<' �I 9.4 V r� ww•.�ci�1_(...y-yyy��'••• y -.l ..t. • A ✓,_ i aG• J r•",r 1Y .• 1.., 1.•� +!t t�)'':r• { . 1 •1I11�.i 1` p.. } ,,•,tItt . J '✓ = . , .•,� �Yt, / 1••a Ilv It '1 ' �{J•yr tat ,I\ •.{. •�1� �IJ♦ �1 �:`r 11 11 . • . t,.�.. )' ., .1r -Tf Sr ,.4. , r ! • t' Y V! '• t .�:.•w s., w '. • • ,1y�I�� .•. •f �• �,• el,••,, l;Y{, 'If'`,• f L '` + 1 s• ,. , .,et,,,i\•` , •.,nv �.! w�, _ at > r-. tiw ri.il 1/ , 1 r r;l• � > . i `1 ✓ J S h. t •M. i •'S' . ei - r' • ,, ,,1},r1}tt1 I J z� 7>>{, {j��[Jjl�{}J j{ 'fit(, : ti 1 1,�r �1{ rtf Q t (��•t y.,, `, •F, .�• I 1 I 1 • '1� r --T• , ,�'.1"• • ^ : �•f' • T1;. " i • "1 - •.• •• L ; r I• •••••• Jn ,1 .- Y ' ., . ,..- , o , ., •y ... 1 �[J]y.•yf�} ♦ t, . t •;•rt h•,>!. f. 'l!. llte i rf li MY 14:V i 1' S l,i •Y",w , C . 1'1 / '1. G' It:'• •N• •1 i.. ,J ;Y - f4• { . i, r rytti ri J,,i • L••••: r. •"1 f11 �t' �_��,)� I,Cr11,1J4]..-'.l' I,7• 'I a.. .aa I V.'• p tit, 1 i J• �Y. 1 'J' w Ir ,,tU ,, ` �J,1L •! .,. I: v . •. ..'L.• �• - )'rl1'. �_ r•t t T J . �t .� • � • :�:.',1.•�., . r '.�t, r '11. ,.,•�I, ) C •f •Jere• 11 _fr li -[j :)_ .."IJ:1. -{+• r_! •t .t.. •C . • '�'•. l• ,♦ rl: ••V • f , . f . •ell` { } tr t1 ,f•}, �. "! ) 4 - •1 U,1 : t i:)10. ♦1. +) <"7:`✓ .S'•^ r•i 1I��4.L •r . '_ .f� r, ,i�j r •' r t'(�r,t � y . .} r•.. '17n1 . fll. •, ' � ,Lr y �' v d .«:..{' ''l+l." r.. +r a �' y', 7. / G� y. ,n _ r • r ' : • 1 '1't' r .l--t ••.1•tS..i"✓' r,•:;'' ( .•r:t J h I • a !J. 1 '.I r 1 • • .{ v(jj 44, { . .µ " , _ ,!/ "-, °`,i r' .1• i rJ 'r :'r �?'..•• •' ,y, �yt . .} L•• tt '1 yrr !l '�.LI r ! r�i ( . ? ,w1 rl".` P Y -1:' •, . •. )S. r r. :.e. . t7 ' 4- ' 1 -.\ t t.il ..l -;, C. r 1 _ f -. ,'L'r2' ' � r �' . NJ `�w�>':,j1t 3• r!, !. '+� . � �+•,t' ' w.4. 9 ,`l •a �:L� \ ' • C, l ,fs 1 ' V.. ,:4' ��'J .l : L ✓'i 7, ' 1 �,., j�r.� t • . _ .`. w:•?� r.. •'t•,� . 1 J •t•� Jv h by�; jj' • rJ w • i rt G' ✓n .t..i1a�.r .tii 11i LTau 4• J, ,:• l r;tt, t. Ile.; q.. r..L.1 _ 'ti ,.. : . • 1 . '••. ' L + % ,.M, t, •}-r f •w•/ I ':r r , /• .y / •I w •'f'P. .J Vp t .• . fit. , , l r,b w , y!>\ 7 •)'� �ryrc `�.` (r♦� ,Z) '- ti !r / v( \ ' fit, 1.,! L .,- �,1(r1l•'^Y, y Cy) t- '7 1. `•S1T11J r , N rl �^L 3•"}-t, �{]f S `l��' 1,i�, r1" 1,':.• ••,, t � ) T 1 (jj��\J wL„� /�• { t V tlft; `� I♦ i' t� \1'.,. • 'r�. �7rC' Yap `•;, .S: r t0`� y;f'(ll' ''" J Y �Ur•i;.r.Vt..• ' 1 •t: .1 j .' ,�tp �' ' F`i•1 .,1 ( i r/°, t c ,. r e i0 4 f '�. r: 1••"•, ri. T •, �, _ -.LII w�'„> f n fj y .[ �{r i y,r •� T reel SSI. �tr-. 1. t ,? :1 1y'y` l: :• r Yw. r, -.,7rl. . ' ( ++ ( • •i•' • Ij ., r.)"' 1 Y ' r ,�• rr . 1 N rJr.�• -r.• .wr ..a. ,. y ;r J �.:f r'J•,a (• .. ' . J '! Y I t�! t- .,,, .. 'w'. Wit. 'SiG t . , +te R" ri. •_• r r, �.tl r . <;..s � ::,. f . •Y r , ,V •`•. ,,.. ,.;� '+ ,: Lw t• i�'�� '.�.rd�f,[1�}.�/. f•i:" - :i'.1r,X.y�i•".. �� '. { ^ J'J' 1�. . r� � /, L. tt5 t :• �.vy � 'J; 1• J / i��]•y � !"' ,J ' r •. �:.,r :.a: . Y a9 • :•i(•.. ? r .y, A,..i. Y . r�1'(_t,1. , R t�i l l `r . ! r J 4 a . 1 i ' ire h r 1'il•'[ff�� r 4 a. r✓t ,.•. '1J ► � 7 1 r J t �:r •L-V i..f�.r y. .�e:, '�- yiC: • r ♦ .l � . .} 1. . . t,t r� '�J�,. ♦ rr 1:Y ]/ •. 1'•• 4 J ((.•<,. .'$f.• • �' S-� -r . :�;L% ?J. . . . /,.. , • �' ,r '1 •J .t ti.•' •• , . , -• 1,in'r r :1., 1 ;1/ 1 . , - f . • �7 •>✓• ii..4 •� wry • I•„r.fl• " 1 i•1 Jt 1•� .lifJe . • hi.if '1 �v.,q( ,•r, •' ,. ] 1' 'Y ;!: I - ',••i_. l t 4L R r • r. If, ♦'r.hr , f . . .•• �•) , ✓., I'f '•, rl:, '.•' -Jr M : 1 .• +•t�{• r j�rrrr F-''r. r •,r .: . '1r ,�jj ` I `- } t !� •\' •n•,�•J' ,f•-•3 . Lr�{, ►'. �.ptf ,� •. li•' a•�. . . it((.t I„ ) .;; . '>� . :42t'lY �j 1. 1•Y•tI ' , V w 1, r. 4 1t lil'. I. r•T. 1t t •J < ,l Y• 1.-h 4 ;,L r ;.. : ) t• 1 r♦ , f, „•�•,. 1 •r*> •. t {,/Eft 4 m. ` c,:•- 1, • X; ,t,, 1 ->• ii dr2,• •\, tJ.. :1. , ► ,• S.i r,ra ''� ,y .:!�! '�' �,f�] r•' ,1 -r . 7 w... 7 J. r. �Yl t' ' t 'i 11t 1-�: .; . , ;,, �� fi '�•: '2 ?u C•1' , ' �,J . '•ram. J•a . . •t_, ✓ ','�a ,••Q.1'T+kl' , > ?•�L rt .S' `. •1 i-^ t 1,y'rr,' ryj•a 'f , 't"t�'t ;.' ., C Div,. +T r , S ...'.J • A { • t> J./. t,S 4.4• , ♦ fr t:t�S J,$,. 1 •J'. JJ •g I t,' �' Y CC 1!,,,� �.1 �r •. • t�J 4q+ •N .Yi i. . ,\ !•l •• • .4� W. 1J �y 1/ • � .J ,S tQ�i' ' i < Nr ( � ly,. r}�r !�`1it� Y,, y1.14; �, / 1' t':- J5 >. � •Sr.� _ (` ! ly 1'1.� t ,1,(f ytY��;�,JI�, ,' ' '�`(i r, T' �'• ^ 'M {. >4y� ♦ ... •.r.p ,'l}1 ,rip • 1 n �! '!') 1 1W -• y t: rtt• ''a `' , r V �' ['��' r Y �Y C' •4'' 'v<_•r ♦ 7J.1 1 tt t} n.fl.r^�rL?1.�'[ r' �7, ::,':i , J r•) •r l �• , r v _t S ,•j rw`^ 41' "` ,�'J. �a .�'L.`4 ;l�L' ..•r1 a••• r II.lS1r ` 1 `.1�}.t�,} , v ,f7-J1 1 ry .,� .J•. r: ,' I n>r•. S•, �,J'y�•. •.... .. r. .t..n 13 •N i Mr MY n• •{�1Ja7yf,•r1 •i _ .� l�j l' 1 ) .f, y rl( i •C'`✓ C/J,✓ ,'•�>'� 1,• .i.. -)•�J^Tf I,L r ' '1,3,: i/ Wr, •1..•,{••' 1 •w•' f"'l,i� .1•tt�•'r 'J� .�L f` .�t1 l 1•r>�1 a:L• 'tf.,%•• Y' }. I'a .•t')i ,1 •j**"11 F •': t Y r I ^� "", r yt•.�� , •. • t(�' 11 4 ' t " r .^ t I• ', '1•' �, 11 !r .:•� y . It ft ,.. �' sy] /�J�:) Y ly\. Q•TG t `t'.. •j.1 1 11.' ,L• . X 1 n r t1 r. ,'. 1 ['. I j r . I' `t •iM {, �(/f',`,t/ .,J• j' Il r • •1 .3>..a)!• Lv I /•r ' rV :.J(- :i Y' r�.'��L}/Y.1'`:1 .. ,. riC� r •l �"wt;, .' . J .rV t'y �. [ ' ) 1LC / iY; l �r•j''q� '•'1.t 1 / ♦ 1 °.YI ay �1, rt•y •-t t ,�.Slf rr• ., • . w '.l ;`t 1:.. f r .l .},�C• , A }i `'f.. •\. ,J`.•w•a!�. , , . .tic.':. •�'J [p '\• jr •• t.J' Jt . , 1 1!' + '1 ••tr ',St' ' 2 � , •�'•. . '•,:Ar.1 1ji171'L! \:t 'J �rf✓�%J. ,>. ,• 1. �w.. ' 4�, �i• t �. \ 1( ..N• , l,fr .,v f� • . '• }pr ^J • .i� }.� J >r,1. 7•... 'T"•` t t i r 1 - ti L 1�n rt •. 1' J"'i • ,. : 1 "{• / t h Tar ' t!' •, r . r r , 1. D :t T ° . t 1 /t . ' cv. •tt f 1 1 ;i � .'l.. a t`i,tit :c .. I i' ,r. • i.' I• .i, 1 .• .. L, .lr . 3m , Y s' K' .M1Y 'Ir . 1r 1 t� :G,n. f :Y 1.- 3 )• 1fl n t I . v . �t E a 1 t v 4 fi 1 .t.. ' Iy 1 ii 1 T. [�e r 1 fl rl ;• J. t. 1 It ' •. Sir) , j ti ! • ✓1 1t!!vl rye a • , /'} / ••, r• t•ik•1 • •• 3J :«• ✓''••1�• •i; •J.4.�, n� r a AI •tl;�• ,I , l , • l" " n '. �•IrX, Y .r. .i • t • r 1 �Jj{� ,y (. r� I f 'C •4 ,/•. l.r i 1 A .Jr 11 .' ` 1 �• • :It -!A JJI ' !r . I t 1. r . >' I, „M• i :♦ :.W •♦L f '.i • ((�� •-•- • ir ..• . 'G• t1 ' r• /4 sl e'•1.° • o •t1 ty •J-1 br. c A• I t`j r'1 jr.♦ 1 . • '! `•�• fl• •.r h1 y {Y 'ir ` . 1•r �, • 1. 11 F rC', •,t .t. 1�ti?r { .• � 11 r t, N Q' J t il. • ' r 1 7'r ..Mrs fy!�`. 2.. 1y, ltft �^ ( '15t ,^. ,V r� K i , . 5. A • .Ma .1 . „ - tX. ) .. .yy s : .. •: ",. �. .9JIt'i . rJ. � , ' lr, t4 u. . >y1`p7^a.!(' ,r { 1,.1•E 'peat 1 .'} rSy1 .r !°l• •I "4" 44 4• S.14.._,.a - mow:. ^` 1 i•� •,v '.r� t \ I.. Y+, j {) • {' ` J . '1 t' e . ,h y to it rx7A•!L rr/r•C 'XIJ '• r.• r ' -s gSYi . J .. r !" 1'/ n:• • L 1, • l,),C, . ire ,py _3 , t ,�1♦�jj. t7.tr fr!•Y r , 'r 1 r .• • }• J•. It ' .. . t • YTl 1 1.0% 1 •,(,f C. t M . •.1�. r1?iv ci 1{.r rl,' 4_L !` !w."1i •0 �¢.l 1. _}I . s' J - 1yrr • •tt. w �� 1 1 Y ' r ' r . . . (`��jy :, 1 .r ; �. '^f •• :Jti'r 'T••.d l�/' Yt•.f`t•'1 .1,111 4 a .1),.Y } '•7„1.'*j.;!'. /� IT ^ • .q^L • 'iri•� df�.t'�1?�A, 1. r ( 2•, i. V •r i,� , r• �. ., 1 it • ;Y ,! J, r.. 't.(-'V } ,y( •� 7� .,• ,; ,t. • t' ., 9 1 1 �♦Y / ..]1 , i• • 1. ,1,1�i1'I .r ! N Jt. W 1. G , C 3" •1 • ..1 • 11 y, r r , J:�r!t ' ,• �.r .'(. . t C• Iry_r t•"' n ': : ;. M , - . 14 4, )�yl, " 'i. ''I'. '3 ` » • k4 "1 ^ i ' ,� . t• ' •,• M C' 1� l�, rl, '• • •t \, !. 1;,"r Y. 1r 1•.�'r�W.r 11 lr •� lrr•� r• ! / t , ' 1.'• ,. l f - f{!} } 't qj},, 1q•� t [(1 }� w♦ I 1 :•\V Vv ell fJ��lpt�a{ .*' . > t. • >f•�tL ri, r •t ,I t. . C �/ J ,r• • .•• 7l� 1 p .^t 'r7,• .. f.J? •,�� s h J . ,r.r. %.v .,'si, •Ml I.iret. . 1 t•• �4'4 y')• 1J•� ', v •. .Ll�•t' ' t , -- t' i/, '�r /N ,/t,'( r [,.'1 �. t 5� •rl'•;. r... . •.I, t , � 15 t Zr>'r . 'a'. - 1ISI 1 J 1 _ i,I: ' w,- 1 t• .; , 'V :11 r1 J:,, •J ' •11,,t , , 0,� .•1. 4, t .).i.vs.7 1•• 4 1. }1.7,,1 lY y1 r,1•• a l >f" �,• � - !r • f _ �• 3 t t A ' ,'C •'t' 1r° . I f 1 .>tt } nI :,•. ; 'Z,. • J +. Y ' ' •C' r r 1 ' [ r ) 4 Ye/ �' �.. 4 I 1 4• '!tj'Qa 1 t ' i,1 '. ,j4•, • ., • , _ I'. , .j1 J 1 w;1. /7. , ,. • r • : y1 J i,: , t )- . .,"� 1.J 'FI y.. •,. h::,-" ./,,lti rnA . 7 V ,�f(r,1, elr` 'f�`.I1^ ' >�.. 4 r f f ,. }. ;;yy � 1, I 'L• A 1 \ i ~ ,t�•,,F >; . r ,. -. n. ? .t, i I If « •t' { 1• / : .1,'I , ' ' I / . t. :fib J i f iR Y r. :r 1Ir1)x , y 7 ,,� t rt} •� ' ty, V'. >r r if t �' 1 t,.t i 1 ..� , !t. / . 1 �r-, .1?rY • il i , a • •� � ' f , . i '! r y fi v a.'yf , �1 1 }( �{ 1 . t9. �} ;r, n J d ✓.!t { .4 • A` ` {J 1-t• • 1 / J �j .r 11°• ., ,.. ia`` , •r7 . w v .. • e�t i'} ffr> "ItI r' .'1.. ' , 1 wJ 1, • I •' I.r, • • ,r ,y •' •I'✓,S,t 1 1r,1'y. [' r • 1.• 1� .1 3.. , .• ,.wi.• i.>• ..•• w;. .h. �ItrP I,: �Y ' � A I....',1r4, •.)1r•' y J •,t•I,': .It,4- . ,•,t. .J` i1' r f, rf 1' l� t•r ,` \r,'v !� r. �.,- )1 1 .b'•1 u'; 1- • ,:dr. rNt.' L �, Ry♦ tr.. •.'{...Y:; •L�r' 't .y.ri4 rn L• / 4 J t . tb•c �• . .y _ ., - , 4ii /1,, J .i )p• 1 1 1.1 •1 11• #✓ • 1 f, 1 .t:r'rw •',• 4 �. �tk' ,t[}I Y,^ .r• ."M: „I. •' Y 1 1 V t.t ' _ •") ,� F•r t w •' �,:� .f. 1 • .tr �, 'I J l.:'W \ • r A. i ' \'l�•t..'i...�r, ' ' .r,''�� .�• 't y' „�.r Itt 1 ,,II • ': -.� ]t ' 1 •�'' �f Y (i :f ,r{'1` r a r•� I .r, C• t., r . T • r i( . q /'''4.tC' ," 1 !t ,�,�lf n- .l, M i(� } ' t• J � . r $ , Jv I ;J \ i� ,i . r , < W ,• „ I t i. ' 11, t . 11 > t .i a (' .i;r A L. 1 ! I •''. .vl �' u 1 . , lni ;,. tll Y.. •. 1•,, rr • CJ ,n , iY ...� / . I . .{J�1,r:�.1Y��I141�1 y .✓. • i, .. C ,,•CtL ♦•C.. , . I ' // . , ! IL ,�r�•11 ar ` • • • , • 1 II -)% LI. 'i ,p�� . :C r `J . t ♦•r Y. 1 '1!. ,3� '} •y •4 •Ir -•1 • , II[� 1 ... 1 , 1 .. / ` 1I, t -• M I 1 14. 1.1,,• Y ' ' " •1 1 • •Y•• t ' ]' ':... t'yJere M ]r , • ,1 • 'H '{ ••1 +' ••• F • I• /, v idet/i .•. 1 rr ' + ♦ 1\.r . •JN ,:. Y J . \ 'r, .4 r • • : ). . ,11.11' h N •♦ ",b t II 1 -'1 •a •J }• .r ." � {}(�}Jrr��[ /�� I r •,, . v. t , )' r wt S / •G •1 r • M t� . r 'i/� a•1� �• ' 1 .•'1 1\ ,•y .tr . r r: 7 1•l. . LJ (CI w,3,. r', �� p II' •' /' .• ' . }- ••'S• w ,N I f �' : •.� 1 ._,r •.t IJr Ahr ffl �' .J :�� ' .. tt �11 'I 'rx ' 1 a �+ irk Y , 14 t5'•$v rJ rr, w rL I /t 1 ♦ :�`' / ^ I -, r , 1 ... , .A. •� , 1. �•V1.(,.: I, �1• j]c, r 1 r 1yJ' . '� •• [;1n'G 'J, I� 3 . 7,. rf �'j�,, t .. ,,•{ ! a I '1 �1`l. . \ 4 , u ' • •. + c,. •/:,Y: . • > 2 :a 'Ir�.21 . f t1 } M d •.I «J . 7 ry n I 1l' • .t ♦ I .� ';r jl', 1 •�. _• r• •J�, .• a ubt 1't 't . 5'J•{• �: 1 /T}� ' 1{ 2 •.1 t Ir , r�^ - r•. (;{1•' .1.21�L, I V t''�'' .�t!- J •.i-,( t 'if ti (1 ,Yr •., r \1 l•'..; n rx '•fs•' q,�p�, "Y• . , i '�• r I \V "l[• , - ' /'•S .r' t.. .•' A r>'• r r / �J rt/' Y}�•, ;t,..• I i •'.r •,a- �r ' + . ��.6 > ♦ rIt tf1• IY' • 3t„r r'` 1, r:•-' '1• • Q•{ K ~.:, 1y • t1,/ .:,.i .1•Ar 1!�•°,.:•r,,,,r�4,rl; ,7, w•j. + . .LV .J fh. •J ; r%��:> Y •f N ? d� , k . 7t, ` ;! ,M Ar ; VI �y • 1 ,"4• 1 J ^L 11 ;,: s ' 1 ,. ^l�, f1! i v l .yli, �t'' t' r , .,, �L 1 t„ t11• • 1 t;. r, ,� r • r • p • 4: {�' / '` ••pt . 7 I,- -:'•w ,'•: -•t • • 4 . . . 1 r;l •h . ;, .' J ti , ;hL" _ : r� 4`4 t 'V , t fli . r.. ; ,r' 'a : ) . V-Y •; • f y41• v . i• t' { , , a t1ia.1• .:'1' �� }2�r♦w� tj Afr I I' "x 1 • 1 +" 1 S:Jt • r l� [`a,�• •� .'1. Y M': . .YLi : 1, Y6 1 1' 7 ,F flat? /1' •I rr' ''• -7 -1)" ! av1 :. •, Ni - 't,, , '- ,St'ty :t> Ir •oir<l♦.lfet. "�' p-i•vt� 1gth r 1 7` ' •'1 `A 0 h'i&i Y` •r • } .•. .'. 1• J `+ r. .! }+ tool �f lre1 ',�(jJ� 7 ',,. .r 4; , 'i ^ 1 1 .•y ` }:r. .,,, 1!t. f,� , vy,°, .::::! . I '„J : " : . 1-L• er �'/ t?.. .2, • .1 e ' • •JI:1 t1- t J, , S` 1 1 ; IJ' • \ i : i •:7"}•.�,,, 11 •r'�^1 •](}1 �]+1 v Y I"1 J1 . .'(!`ld ••i' .• , h 1. b A 1.. f �,'J4�'1,„“.. 1�. . " y,'G^ .r. •�,r . 1S, iJ [l 1'C•••`` 111 ` ,. t•L ,•r�tJ•7vr 17 pr .�•1 ,�Ij,)�rf: , J Ye Srf'1/ ct '•i'• S' r' .^ i ;"r (f i.-Ermjr.• 1 \... • rr 1 r•r l'trCr_ C, i• . r'r J'S .1 R N LLB /7 C W 1�+ ' R . y 0 ail:Ari LS• pg, -. .. 'i1V! I, •ts 1' 1 IJ Y 1 V ,� )' t' , . T r.i "1 . i _, eJ• ti r ' �i' •( . 1 Jr ♦ a .3YI } .V. /N•t p f/f• '+• NJt ,11 •.r I v .1..- t 3 •:t i 1 �JZ • ti / N ♦♦♦ ♦ 1 „ 'r1•. I rl , f • ,' ••:� 1 .•, J ��t • ♦ 1• 1 1 �./y O `/ � t•wi• • tll �•�• t, •i/ ,p • t• }.> � ->_ ... •�• _ t�.. , . •-. '( Ills •I.y..I.nf ,•w� :1{,.rr-a4 �1• AVYwr�r�.'9'.t♦:lr �Mf�f. .>.r Ja 4 Y>�� l L+•i 0 1 I ° 39' 2" W w '.! 5372760 53727E0 5372800 5372820 5372340 5372860 5377�80 5372°40 5372� y� Q� Z 2 Figure 1-2® s1 Filow (Chart for eters7 iliaing IReq[i_fq r caner I'm Vow Mew w evelo inn irt Start Here } Does the site have 35% C? See Redevelopment Minimum or more of existing Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2). o Does the project convert 3/4 acres or more of vegetation to it Does the project result in IlebirftElawn or landscaped areas, or 5,000 square feet, or convert 2.5 acres or more of greater, of new plus • - - - -4 native vegetation to pasture? replaced hard surface area? No Yes Yes Does the project result in 2,000 V square feet, or greater, of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted vegetation areas. t Yes No Does the project have land Minimum Requirements #1 disturbing activities of 7,000 through #5 apply to the new square feet or greater? Yes and replaced hard surfaces and the land disturbed. o Minimum Requirement #2 applies. Figure I-2.4. 1 Flow Chart for Determining Requirements for la*" New Development DEPARTMENT OF Revised June 2015 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume 1 - Chapter 2 - Page 37 ATTACHMENT C ATTACHMENT D 4 PAGES BMP T5.13: Post-Construction Soil Quality and Depth Purpose and Definition Naturally occurring (undisturbed)soil and vegetation provide important stormwater func- tions including:water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration;water interflow storage and transmission; and pollutant decom- position. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post devel- opment landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chem- icals, thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of nat- urally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, corn- posted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes greater than 33 percent. Design Guidelines . Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. . Soil quality.All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as struc- tural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 2014 Stormwater Management Manual for Western Washington 1 OF 4 Volume V- Chapter 5-Page 911 ATTACHMENT D to 8.0 or matching the pH of the undisturbed soil. The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers,where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for"pre-approved"amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959),with the excep- tion that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40%to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive to the type of vegetation to be established. . Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. 2. Amend existing site topsoil or subsoil either at default"pre-approved" rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic mat- ter or depth requirements, either at a default"pre-approved" rate or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. 2014 Stormwater Management Manual for Western Washington 2 OF 4 Volume V- Chapter -Page 912 ATTACHMENT D More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not com- pacted, does not need to be amended. Planning/Permitting/Inspection/Verification Guidelines & Procedures Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at: http://www.soilsforsalmon.org/pdf/Soil BMP Manual.pdf Maintenance . Establish soil quality and depth toward the end of construction and once estab- lished, protect from compaction, such as from large machinery use, and from erosion. . Plant vegetation and mulch the amended soil area after installation. . Leave plant debris or its equivalent on the soil surface to replenish organic matter. . Reduce and adjust,where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Con- struction Soil Quality and Depth is used as part of a dispersion design under the con- ditions described in: . BMP T5.10B: Downspout Dispersion Systems (p.905) . BMP T5.11: Concentrated Flow Dispersion (p.905) . BMP T5.12: Sheet Flow Dispersion (p.908) . BMP T5.18: Reverse Slope Sidewalks (p.937) . BMP T5.30: Full Dispersion (p.939) (for public road projects) 3 OF 4 2014 Stormwater Management Manual for Western Washington Volume V- Chapter -Page 913 ATTACHMENT D • Figure V-5.3.3 Planting bed Cross-Section Mulch • • 8• " Loose soil with • visible dark organic matter � I 4" Loose or fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington,2010,Washington Organic Recycling Council NOT TO SCALE Figure V-5.3.3 Planting Bed Cross—Section DEPARTMENT OF Revised January2016 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 4 OF 4 Volume V- Chapter -Page 914 ATTACHMENT D 111-3.1.3 Perforated Stub Out Connections (BMP T5.10C) A perforated stub out connection is a length of perforated pipe within a gravel filled trench that is placed between roof downspouts and a stub out to the local drainage sys- tem. Figure III-3.1.8 Perforated Stub-Out Connection (p.466) illustrates a perforated stub out connection. These systems are intended to provide some infiltration during drier months. During the wet winter months,they may provide little or no flow control. Applications & Limitations Perforated stub-outs are not appropriate when seasonal water table is less than one foot below trench bottom. In projects subject to 1-2.5.5 Minimum Requirement#5: On-site Stormwater Management (p.55), perforated stub-out connections may be used only when all other higher priority on-site stormwater management BMPs are not feasible, per the criteria for each of those BMPs. Select the location of the connection to allow a maximum amount of runoff to infiltrate into the ground (ideally a dry, relatively well drained, location). To facilitate maintenance, do not locate the perforated pipe portion of the system under impervious or heavily com- pacted (e.g., driveways and parking areas) surfaces. Use the same setbacks as for infilt- ration trenches in III-3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) (p.452). Have a licensed geologist, hydrogeologist, or engineering geologist evaluate potential runoff discharges towards landslide hazard areas. Do not place the perforated portion of the pipe on or above slopes greater than 20% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or qualified geologist and jurisdiction approval. For sites with septic systems,the perforated portion of the pipe must be downgradient of the drainfield primary and reserve areas. This requirement can be waived if site topo- graphy will clearly prohibit flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems, etc.) indicate that this is unnecessary. Design Criteria Perforated stub out connections consist of at least 10 feet of perforated pipe per 5,000 square feet of roof area laid in a level, 2 foot wide trench backfilled with washed drain rock. Extend the drain rock to a depth of at least 8 inches below the bottom of the pipe and cover the pipe. Lay the pipe level and cover the rock trench with filter fabric and 6 inches of fill (see Figure 111-3.1.8 Perforated Stub-Out Connection (p.466)). Runoff Model Representation Any flow reduction is variable and unpredictable. No computer modeling techniques are allowed that would predict any reduction in flow rates and volumes from the connected 2014 Stormwater Management Manual for Western Washington Volume Ill- Chapter 3-Page 465 ATTACHMENT E area. Figure 111-3.1 .8 Perforated Stub-Out Connection random fill �'''.`{} � .`•iy,�i`-+4+1V'�j'x 6 €` �; :-�< :°4.� ':;'� -. `` filter fabric --t- Nora 11 18" min. ��• A 4" perf pipe . :f, Jam:-•' •` �t�rain 1 %" - /4"washed rock 1-411 24" min. Trench X-Section slope --op-- to road drainage system 2' x 10' level trench w/perf pipe Plan View of Roof NOT TO SCALE 11111111101111 Figure III-3. 1 .3 IIVW11 Perforated Stub-Out Connection DEPARTMENT OF Revised December 2015 ECOLOGY Please see httpJ/www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume Ill - Chapter 3 - Page 466 ATTACHMENT E ' 0 City of Anacortes Invoice/Permit#: BLD-2017-0648 904 6th Street P.O.Box 547 Applied date: 12/15/2017 Issue date: o Anacortes, WA 98221-0547 Expire date: 06/13/2019 (360) 293-1901 ry Job Address: 3518 W 2ND ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: P109011 Remarks: sfr Owner: PAUL DEMMON Contractor: ANACORTES CONSTRUCTION SERVICES Address: 1004 COMMERCIAL AVE Address: PO BOX 380 PMB#591 ANACORTES WA 98221 ANACORTES WA 98221-0380 Phone: (360) 739-8007 Phone: (360)293-7100 License#: ANACOCS971 DP General Information: Fees: Plan Review Deposit 200.00 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,550.93 Sewer GFC-Residential 9,206.33 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Total Calculated: 12,526.76 Deposits/Receipts: 0.00 Total Due: 12,526.76 -i --I m w r ri '11 ms. •e -.� C7 I C. Cr, • ati U n; a r•_ t' z' ' C' ,-r i lip C. .-r --1 C' Z. CI � 1 r'1 cL C, Z• zI- -o'I C' T -. .- i m .t .C, T••. .v a, C. = ! m o r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA't6, :,IF�i CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMFSIC*L ;a=; HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROW I.6N8 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 1 OTy 1(316_ GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER t' T,AP•ag: I. LOCAL LAW REGULATING NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. '"' "7 --1 4' ni cc. a. 71 CD CD CD el CD CD a, C7 Crl `SIGNATURE 0 OWNER OR AUTHORIZED AGENT ISSUED BY 'J Q T -1 BUILDING PERMIT APPLICATION REVIEW: DATE: \-2_ arr\-- \f)-- PERMIT#: RIZ) 1 —0 l SITE ADDRESS: &`-3 Q,4 � PARCEL#: �J S e \ (101 cli \ \ JSURVEYED SITE PLAN: yes ❑ no • Does site plan & dimensions match survey ❑ yes 0 no 1) SC)3 +\ \0\-- ZONING DISTRICT: \-2...,1a, J / • Is the land use permitted in zone ] yes 0 no CRITICAL AREAS: • Is any critical areas located either on the subject property or within 300 feet 0 yes no SHORELINE JURISDICTI • ❑ yes no • Shoreline Environment: Setback from OHWM: • Is the land use permitted in environment ❑ yes ❑ no IMPERVIOUS SURFACE MAXIMUM: 2 f) MINIMUM SETBACKS: s?,2_ MINIMUM LANDSCAPING: 2S) 11,..D ( JMINIMUM #OF TREES: MAX LOT COVERAGE: �S o l � IMAX PERMITTED HEIGHT: iOFF-STREET PARKING: 2 EASEMENTS: Y PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT , is., e►'6, Ent I e Pi-NTIAL BUILDING PERMIT APPLICATION ' Filling Address: P.O. Box 547, Anacortes, WA 98221 'ice Location: 904 6`l'Street, Anacortes WA 98821 -1(;, , „ DEC 1 5 2017 Phone: (360) 293-1901, Fax. (360) 293-1938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PRO1Si 61) REt (Street,Sp it - Parce (s)#: -vo vow Subdivision/Lot#: P/f h,` P2j.criale Rn�$ APPLICANT: Phone: S r C/ Fax ,J�� h raU /ñc Tifv-ia--606-7 .7(D- Sf 7.. 1 Ad ress Str t Cr tate Zi E-Ma Address: ROPERTY OWNER: 4,,,,, Phone: Fax: OWNER: (If si oN j60_73q-800'7 •c)/i1 Address treet, City,State Zip): E-Mail Address: �� /00If 101.4 1/ 0/11e, /7Mo S�/ /�f",T4S e-Co c464 CONTACT PERSON:"; p Jed Phone: Fax: Address(Street, City,State,Zip): / E-Mail Address: LENDINGG AGENCY:gc%'!"'` Phone:w02 Fax: -ECG qd1— rl Address(Strikt, City,State,Zip): 4/ L E-Mail A dress: crit,/,/7 /DX-' cool CONTRACTOR:* s 4 Pli Fax e:y� —WOO ,p9P1 7Jd J Add less(Street, City State,Ziitty_f_cvdcv, E-Mail Address: Professional Licens # Exp.Date / *All Contractors&Subcontractors must have a valid City of Anacortes /¢iu� S 771)/' / ?i business license prior to doing work in the City. Contact the City's Business License Exp.Dat Finance Department at(360)299-1968. ' Gd 2-� if s— J2/ ? /7) / PROPOSED WORK: / U) C h9 ` ��,x`l� vie)fit P1 AG—ea -u iAt eAroL--- PROPOSED NEW SQUARE FOOTAGE: Basement SQ': Finished Basement: ❑ Unfmished Basement 1"Floor SQ': /2-f 7 Garage/Carport SQ': S S-42, 2nd Floor SQ': itlrA" Deck/Covered Porch/Patio SQ': , e)4 Fire Sprinkler: Yes ❑ No Y" Lot Area SQ': —7,J`db Is construction associated with an accessory dwelling unit? Yes ❑ No x I declare under penalty of perjury that the information I have provided on this foini/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. �(�`��i,�/'/� /` Print Name: �/ kkidmi 6 l) Owner ❑ Agent ,.(sp cify):L Signature: _ / ' �`/,el— Date: / 2//d—/ L 7 i Page 1 of 3 - .--C- -r. 1 cs _ IMPERVIOUS SURFACE AREA: Existing Impervious SQ': II. New Impervious SQ': ,2 7 o Total Disturbed Land/Soil SQ': 7 Q Total Proposed: Cut: ® Fill: 20 45 New hard surfaces(pervious&impervious) f,02-‘ Land converted from native vegetation to lawn or landscaping SQ': 7 Sae Land converted from native vegetation to pasture SQ': 4 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: / Elec#: Other#: ( w Gas Water Heater: #: / Location(s): Lk rt�3� r / L.----- Heat Pump: Elec#: Other#: 19— Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: .IS— Exhaust Fans: Bath#: p2 Laundry#: / Other#: t� Location(s): �� Range Hood: #: / �,,r �G�,(} � �, �, / Fireplace: Gas#: f Elec#: Other:#: Location(s): l Clothes Dryer:/Duct: Gas#: ( Elec#: / Other:#: Location(s):loroxeeey Stove/Range/Oven: Gas#: / Elec#: Other:#: Location(s): Range Hood: Location(s): Gas Outlet(s): #: 3, Location(s):` 'ty/ , it-dad 3 ) c_ Other: #: Location(s): / TOTAL OUTLETS: 1p2 PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): I efrigerator water supply(for water/ice dispenser): ) Kitchen Sink: / Pr sure Reduction Valve/Pressure Regulator: / /... . Utility Sink: Water Service Line: / v� Tub: .�--- Water Piping: / Hand Sink: L Clothes Washer: / Shower: / ' Water Heater: Tank-less? YeK No 0 /r `/ Dishwasher: / Backflow Prevention Device: Hose Bib: 3 TOTAL OUTLETS: / TOTAL OUTLETS: Page 2 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST Mailing Address:P.O. Box 547, Anacortes, WA 98221 4„. rA" Office Location: 904 6th Street,Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360)293-1938 Plans shall be of sufficient clarity to indicate the location,nature,and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: �'d Q; 07 5 el, w e' SUBMITTAL REQUIREMENTS: ° ot ro E. P The number indicates the number of copies P rocA for submittal (if applicable). .1,1 54 AO `-C ✓ Residential Building Permit Application 1 1 1 1 1 �. ✓ Site Plan(Drawn to Scale 2 2 0 2 2 t. Copy of Boundary Survey-02 ✓ ✓ ✓ ✓Building Plans (Drawn to Scale) 2 2 2 2 2 aZ Reduced Site Plan(11"X 17") 2 2 0 1 1 v Reduced Floor Plan(11"X 17") 2 2 2 2 1 2 Structural Calculations (if applicable) 2 2 2 2 2 •1✓ Energy Code Compliance(shown on plans) ✓ ✓ aC V Complete Stormwater Plan 2 2 0 2 L/13 Elements SWPPP Checklist 2 2 0 2 LVLandscape Plan 2 2 2 pit. l✓Grading Plan/Cut/Fill 2 2 2 —. -- Critical Areas Report(if applicable) 1 1 1 1 .�_ Geotechnical Report(if applicable) 1 1 1 1 Plan Review Deposit(due upon submittal) ✓ 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans, calculation,&reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The Stormwater Plan&Drainage Analysis shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington(as amended in December 2014). For details on the Complete Stormwater plan,please see the Residential Stormwater Application Checklist. Page 3 of 3 MINEEVIEn DEC 15 2011 1 Soils Report CITY OF ANACORTES 3515 West 2nd Street, Anacortes, WA By Linda Spicher, Septic System Designer (360)708-3004 Date on Site: 11/09/17 Owner: Demmon, Paul Time on Site: 1:00 p.m. Parcel No.: 109011 Designer: Linda Spicher Page / of 7 SOS Soil Type: Clallam gravelly loam, 8 to 15% slopes; Hydrologic Soil Series C OSS Soil Type: 5 Vegetation: blackberries Soil Log 1 Soil Characteristics Max. Hydraulic Loading Rate' 0 — 10 dark brown fine sandy silt loarn 0.4 10 —20 brown medium sandy silt loam 0.4 20 —24 brown silt loam, roots 0.4 24 — 26 dense glacial till, mottles not suitable anticipated water table at 24" Soil Log 2 0 — 10 dark brown fine sandy silt loam 0.4 10 —20 gravelly medium sandy silt loam 0.4 20 —43 foamy medium sand, roots 0.6 43—48 dense glacial till, mottles not suitable anticipated water table at 43" t1 0. 'Or '.. - atW k, /# /� �� %� • �° �r "Oak .0 140 eite 4 ' '"• LOU SPICHEP. I.rre0 •-•DESIGNER EXPIRES O9-24-/fr!, Table VIII, On-Site Sewage Systems Chapter 246-272A WAC I, i 11 t • . I F Fi`•F` .1° r'p11F • 1 4�' • . • • •1 I t� `�. '1 • .:: s` 1 • •ifite.t•' l /;•-' . • - " • \A November 2, 2017 1" = 200' N Legend 0 110 220 440 Ft • Tax Parcels Transmission Pipelines M�• Williams Northwest Natural Gas Pipeline •- Trails t r ,' ,l .1 , 0 0,0326 0,065 0,13 km 11 - Kinder Morgan Canada Inc.County Boundary Cascade Natural Gas Coro Data Accuracy Warning: At!GIS data was created from available public records and \` "� existing map socrces, Map features have been adjusted to achieve a best fit . $P Olympic Pipe Line Company O registratb t, '.httie great care was taken in ti'.s process, maps from different sources Sections n. Structures ::^3re>jf agree as to the precise location of ycrogt<:?5i`iC`i'3tnrzs. Mao<ti$li'tapatteit'$can be as great as 3UO feet, Copyright 2015 Date on Site: 11/09/17 Owner: Demmon, Paul Time on Site: Parcel No.: 109011 Designer: Linda Spicher Page a of '7 SCS Soil Type: Ciallam gravelly loam, 8 to 15% slopes; Hydrologic Soil Series C OSS Soil Type: 5 Vegetation: blackberries Soil Log 1 Soil Characteristics Max. Hydraulic Loading Rate' 0 — 10 dark brown fine sandy silt loam 0.4 10 —20 brown medium sandy silt loam 0.4 20 — 24 brown silt loam, roots 0.4 24 — 26 dense glacial till, mottles not suitable anticipated water table at 24" Soil Log 2 0 — 10 dark brown fine sandy silt loam 0.4 10 — 20 gravelly medium sandy silt loam 0.4 20 —43 loamy medium sand, roots 0.6 43 — 48 dense glacial till, mottles not suitable anticipated water table at 43" p /1' 5i SPICHER D DESIGNa EXPIRES 49-29-/6 1 Table VIII, On-Site Sewage Systems Chapter 246-272A WAC Tjd design °=_'� DILlel ALLEY Lk ire !W DAL AP �\ a e• •+ • 1, vt 1th SR, 2.011. C$l:N JIA tNf]ESI;wtAlJlnC,CEN. 3518 WEST 2ND STREET 1 m;, 4� Nfa �i.< i .� t It1e;G1 ANACQRTES , WASHINGTON " "' _ ! I -- .^_,_. -_..g - _�... . - .......... - .-_. . .._-.. ..:. I 11 f ! ;, .-.• I_. .t I..evn 1 I PARCEL # 108001 I II / ,� • ��°fl I �} PROPERTY INFO. t PROJECT DESCRIPTION: NEW CONSTRUCTION ONE-STORY 1'I! DAYLIGHT �� IT U1IwrGy Ax ° c+s.x+u. " '� � ( `` BASEMENT SINGLE-FAMILY RESIDENCE 1I. 1 . � ',' i I ( , • >S` lbYL1i I, A lxl �� I i tt4�t tlj ANt.1010,VA MP i1 11 I ! \\ \. r+W i1MrsLa K;/t-fl.,-. -.... so AI ZONING: R2 E I • I - -_ic;, I \`1 t_ me N Nc a :N: u,.v <. \ • Ireft4 ..': � -I •—tea• •` 1 sul:w l.: vgt4+ t f.CA<C4, 444 •:•t-A:m ill �}.(e•.�t�� 10 ). }i"{'� ^ r 71♦ +�-�I \J I.I.O:nlr vswa. I -^_ J=(4�Lf: , \4. ^. ••W �';J .I�_ I ,r 'PALM-Pia. \ / 1 1 f •1✓I.-wl».ulu:r I ". !1 a.\•� I ! 3 t•\ 1(1 .Ca+z.au.Artnew treaew O Ou,n t - _4::::o:G._ ._. -._. .. .. .-✓... ♦ / /• •;I . I •+ 1 411'Owltlt:1Y1E Y _ _ _ v. BUILDING CODES N •4A1I II :-:: ::_::0.° • t 1 .1 -. _ ::ufnJuix _c;:a°kc cc- jI- \ J � _ ^•�'�—__ �L.fd•Y•J }`• J tool tlat ULCortt ltN • SS I - 1 1 t•' \\ i �! tt C rAaa 1Nru:,vuL lea•.c 4,I I - .L - � ♦ / :a:ntaiotrtt I ,{ \S '� I .`+` w v� OA C•ACI I ) {i YI t 1 _ ,;1\ \ SO. FT. INFO. (�� • DYJ1G. {V hlL*tol IMlt6tC Ill PiaOrtanlie1�_� • • ` i \ J I ` ' t I `il , '� �� '\f �----•-•{I t •• / ♦ C• IWIRX,14oa110tJ tit11•, �+ A I I • 1 ▪ ' I \♦• i `\ I t N. Iat,l't Cbateco full :_-• �n —L►S . / I ' I \\ J! \\1 • 1 I atawo,ow _...` �^' 3 11 GENERAL NOTES �` A .A I N. ,! / ! `' I 111 ,, , wA•fl fff1, /\�\ 4.04111. } es * I 1.1 I I \ J / ; • i i a; 1 - V ' ! Man rJ•W .. 11 1•• ` ' 1 • halt. nrN4uy Mwr:+clta+Smu Y� 4i • ♦ / .{�y '}ll- IA.. ~ 4\ l t l : • ` r // •`•• ` I I I: \ Ga.clotau DMA II/ t1. l'•. • cant AI1OHLL-t �,�r 9 C?� IIf / I Q g of I r>•• a• •-•6{\ C • ,+<•i ?t [\/� ` +tl ` •r'r1R.[30Yf.ttU >111. t Vi rturauaAle�- O - ht N . C 1 �+.a' ' ; JJ \\ `♦ i j.i3 `/ 1 \l`♦1 ep • a Iaa•C,eowta•k44X. •eot 1N W 3 , • \ tAlN S kkt r'.twltMt M tJ OL[ y �� ]� c': 0 01 '< I IJPROPOSED\♦ ♦` . >,i.1 1 1 b a ; A-10a MAO of lP rj'a1. •AfY 04 u U DRAINAGE NOTES �� a.•\ / N. 1 i entT erD . era Toa ..< Z `� L ` 4.. '..' • • / 'rl 2 < I. ' RESIDENCE \, `. If,,, �'aucl- uuic:wa°.".`""` W Nilneer { Ml clvn:• wi crea u.41 ULLtt� 4 7 \V. . @@ I / IO tIEM IRAIM1 a[Iablw pwtfv roNltM yr tfouf el4.utvvnc llla•ur.DIM \ O� L , I 4g It - •: 1 �f/ ♦\\ ` ♦\` y[�--+:��1 `Z Q . • M�a+.au nirA.m+w.0 rrxa x+r 141111.lik ♦ `,V l r, ( ttt •,, ! / • � I. `♦ • iF�L i, _ I- "" .`c 1s \ ,. `, / ! k T - :,<aI•Acr \ , \ F'�•' •II d_ LOT COVERAGE 8 N 1 �� i 111 I r .1e X f Y 11 I—[nwartn. tan tat taw sit n W n EROSION CONTROL 1 4- W ' ,S Ct \ 4 � I in b OAV OI �•� ,, % 1 '•i�� at 1A•DKi c:4-,ti • f es,ao 1pc.•ctt !Iv 1r. h •w. NOTES \,;♦\ • III I G CV .:CI-\ . caacaMenrela ufr. o p • COwIYCiM fO.N.ItL 11.t .GC+< 0.CO.N 1 /` Ii •',a —✓ /' •'jl \ ` otct wu. 1.- O u Dag YCt O DATA totI rI CO IALNL:CeOR �, - ! feNvtCnw tLf Mon •D wbawf YfA4 / \ f - J,1II • I 1Cty rI. 11. f: f1a1• rr [re, ,fotAlalcArtYN `*�� l:tC:,cL rtW1 1 �• • , /:.vvlcv`♦ 01 //'x /'. I' . { - � j1I re c4nur mf 1 S ii11� • N ADCMI ID at •b,Cla CMA Yl ( 1 r, / 4u0t A. f.•�ippq�} A. • i 1 • I • xx� '"3 tilx•irtCD lOt Ut, tl4aibf I i.nip11� i :j i/ \♦ ..{ . i/ .•c. l .• , 1 { •Aa.. rJ rbrA i I / \ 1 ! a LANDSCAPE NOTES I J I ! I ; .\ .• • ' �/ • ` �# ' I IMPERVIOUS W wg� • Att,fl -YT6S aIbe ft. b.t Don <r...-I ; .i •. -- - - • 1-� .-- —'�� _.. tr efa: / �t SURFACE i ® « Y all.O*LO C .F[O UMbOOLIa1 R 1 t•e•• ` ` I1ANIm+M+f 1b1•II AlriOgU1ter Nt er • • • •, I i e: •• f le , •• •l I tsuct0CA:+LM Ina 1• IK Ufa A Mettler Ill inn 114L et taxi, I 1 ' . •� / ' /\' - i . 1l! I PI M Urt.uM Wray Tees fel DMA Co 1NA IWr 061 : I. � , �� • 1 t : r+M Owatrat 4 tNtawlt 1. 4.1• we i rcta t.rAwwml l,In1 tau SS at: Y 4oer x•nnx-. I , r l( • . - t ii • '•I • •1 i Gaeta;AAl even mew? t 1•f"LL11gK of 1 art recoil u[w .A - , •• t f .Wik� tLLtY J: 1 a I IO!4 '�-^ T• w4 [�+..` rwGro.te . , 4 NGI•I . ,A x a I ' IwTGSI f: �K aS • JM I 11 I 4 ENERGY CREDITS i I ' tt II f I` F RE AREA i I DEPatilte ca s1:1 -{j... i - , .ft' . 2.1.'I^' -t /•1�• -'.4 �• I I I t I 41t 1RY40A:lN A PULP)CAMPO WI 4 SOO-SO.O 411 .t'»4•y +1u It L . ' ` • • ♦•` h f ~I } ?rat I tun w<aw4CL ta•.rtt<ff v.vl• aIGN µLI1C0MI ,) P[P,1 , I . ... _ - t �• - ,1.f _. _ _ � .:.I1f_ , � r i IL- 4 i Ia.:A M..Oa.Y . K.-. MIN Mtd DftC 1M W?11 i :f N511] _ ` ` _...... ._._._._� 1. IA L•IIJOO 1%•r WrIIC0G •'t I ! f- )at fr, _ Vlntrt.,ccua4IOI Y•O410l Inn ttOef ♦1<N• rqf �•^ , l� —•---�•_..t At _._.._ ' C) i ! �mlu+t aD n t Sue en MAD/Ate rplant) Van r V1<4ti•Yrt?OD YAK f0u41Jlucfw CM! M.4 A1-+lU•11 Vs �lt In'f' �. nYAwit VA f41•' I 1S♦f- 0 Lat11NtD YA<C IIIAV.:U 0• KMC[w1w:>TD Ci - I •� YtDlttr,L`I � a�7 � CI DY off1 di WUt PAIL! 2 AA AnIC.XrfC canna AMA Mete .FILMel1 �•' �l..._.._�i__-. 1 •-- ":CTroi 71X1TtlCRM '--••�—•• 2 ALL LOYflvan-Atal tin U,NSa IMI bA:r f%/11;JIO0.T --..__y- j l lat+toN , 44! 11,4,4 MN IUI •n[10.0etaa Ural PAOLA I+If •F f Lim 1 . V.0•2<A a v1aQw 44<l Wet j At NOR'OileatT WAG Iur,t.t 4 -1 LpC.1Kta11NfwNvt • _ I _._._. A•OAO 4OUI RCP I AO1111 I O+t,UAI..•I11,.r,1UtIw AK OP x) 10 ! L.SITE PLAN LEGEND ,-Aetat li ua N iv'1au �_-__,._...1_.._._____+._._....—.._._.__ ;•Nt000Nw-inI&:LIO K uwCOft DMA A1tA,gK .7GA'.+.CJL.Art A a W, 2nd STREET DRAWING INDEX OIL uAla lulu UM PAMPA to ote If { LARD. • tei Mri Da SOY ec.tra+lOC+,M � Q .......................71 f Al SITE I LANDSCAPE PLAN LI.I .._._.._._.__... COVER PAGE CO 1Nwa4w La a' v.. ^ PLAN SITE & LANDSCAPE PLAN A? FaINDATI*4 OETA ii. �I� rn.frolln astutA �� AS FOUN.7ATfA4 OETA'L9 .__ • -F . .. tA.+. l,ra111 ; STYE: VIC I r•4• A< MAIN BOOR PLAN ea<wN ay ..a., .--_._.�...—�__ -._f ‘........../ AG LOWER FLGt7.i PLAN SCJD MugAL siswl>•ttltr Nv4D t(wltrA . . , .' : "I �..•. . .,.. I I AG MAIN F13GR FRAMI NG PLAN i UPPER Oat VA:gal 1-:aasr As<ta.• f WATER INA• f•611 WAWA :NW t' ••• • MA.z.,.at nm+ra- ...— rsPlwlrW Al RCGF FRb:NG PLAN • HAIN ROOF FRAF1NG PLAN t tETNL5 ptry4tfs • A! 9UlDIC SECtittS�s---/4 t..-./ . � __ -- — e....65.1 StOACL • tot a aDe �o41rw•w At ELEVATION'S sGUr•7 C EAST - - y{ R MCP Ale ELEVATICt49 NORM t WEST CONSTR. ENTRANCE SECTION — -.t — .u ._.._ .__..J 51 STR•JCTURAL DRAIONGS A , t4. ,. _ _'•�.•�._ 1 MI ftf¢ Si STRUCTURAL NOTES H ... —- 17T I K l ape_ 7 Map Unit Description: Clallam gravelly loam, 8 to 15 percent slopes—Skagit County Area, 3518 West 2nd Street Washington Skagit County Area, Washington 30—Clallam gravelly loam, 8 to 15 percent slopes Map Unit Setting • National map unit symbol: 2hvd Elevation: 30 to 500 feet Mean annual precipitation: 23 inches Mean annual air temperature: 48 degrees F Frost-free period: 160 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Clallam and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Clallam Setting Landform: Hilislopes Parent material: Glacial drift Typical profile H1 - 0 to 11 inches: gravelly ashy loam H2 - 11 to 27 inches: very gravelly loam H2 - 27 to 60 inches: very gravelly sandy loam Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches; 20 to 40 inches to densic material Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low (about 2.6 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4s Hydrologic Soil Group: C Other vegetative classification: Limited Depth Soils .(G002XN302WA) Hydric soil rating: No Minor Components Bow Percent of map unit: 5 percent USDA Natural Resources Web Soil Survey — 11/2/2017 a Conservation Service National Cooperative Soil Survey Page ,2' Map Unit Description: Clallam gravelly loam, 8 to 15 percent slopes—Skagit County Area, 3518 West 2nd Street Washington Landform: Terraces Hydric soil rating: Yes Coveland Percent of map unit: 5 percent Landform: Depressions Hydric soil rating: Yes • Data Source Information Soil Survey Area: Skagit County Area, Washington Survey Area Data: Version 14, Sep 21, 2017 USDA Natural Resources Web Soil Survey 11/212017 Conservation Service National Cooperative Soil Survey Page 2 of 2 i Soil Map�,.Skagit County Area, Washington 3 Zr (3518 West 2nd Street) 5' A .` iTiJJ 5 72C1 5W40 5257� 52'-7� 524.iCn. I I l I 4+r � raz rrr FF3nsrr+ .aat ti., ` � 3 f r 7 � R if I ' ,5 d't 1 . �wIF 71t a d r's. , #£ s''� -uz t IF. IF 'x � Y 4t T t .Is t t "�it� i IF IF j k 't 4 ` to n pp sfi - tT , mm riliw, ,, a4 d _ $• t pIF ,. :. IF I uhi e FIF IF, it S IF �tI t ti. r � � it k y i F { s t IF .aX Iio It I IFVPP i�N� x .vi71 a o "y x v, l sL ` I ' kt$� �n f F:yz-.,' tk '� r �io �Y Ffz NFF a ,ry� r 1`G I`,4�x" ' q.� I I I I Iirj,Milt tGY YyY _ r IF art• 31 - k ffi d (ifi� �kl l� ^'r4a a r+ ,. � , s3 : 1 1' r IF # ; _"f3 Yt M1 lh. ;9 ray 3`, {,;� y, s � } fir ` R try "$ rt ht 1 G 4 I IF I.% VY t ax"x 4 a�1 ? k S firti S+ to a 9 kt ff ih � t ..Gtirr �'1 I„u 44 lffln f yt YLL #rz i 3 tnTLLitt, .;IZ�FASI4 zY rat k 2 ti: z a ' i LL FL 3 � �Tt s� `t'�y" f I ,;, r v✓ F � rt r � `�- s -:. y>�� +'. i. it rr F,IF I IF, iFFL �S� t m k IF LLL IF Soi ( M p rimy noi IrFI ertv �l d at thXS�scale ' x T �t iA Y t N a , h� tiezt h 3 y , "s : . . 49' �cr ze• r+ _ I 1.= - -- �....,,-_I .. I >: vs� 3n zs r+ 525590 525700 525M M940 EbWO S67211 5259M 3 3 k Map Scale: 1:866 If printed on A port ad (8.5" x 110) sheet ; N --.— --- Meters R 0 10 20 40 60 p :=_:c-= __....__.—.Feet 0 40 80 160 240 Map projection : Web Meirator Comer coordinates: WGS84 Edge tics: UIM Zane ION WGS84 usm Natural Resources Web Soil Survey 1112/2017 Conservation Service National Cooperative Soil Survey Page 1 ' of 3 1 Structural Calculations Demmon Residence nd Ls Z 3518 West 2 St . , � JAN 18 7018 Anacortes, WA Jan . I Oth , 2018 CITY OF AMACORTES Contents 1 -21 Standard Structural Specifications and Calculations . c . BRq PJZ W O` 37964 �GISTER�G� ONAL� i The engineers seal and signature above indicates that the engineer of record assumes full responsibility for the subject structure . Structural drawings S 1 through S4 have been signed and sealed by the engineer of record and represents a required element of the building specifications . The architectural plans have the engineer ' s red-lines electronically and have been signed and sealed by the engineer of record for the structural aspects only . Notes, Disclaimers: • Bradley Engineering, Inc. takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. BRADLEY ENGINEERING , INC . 811 Yew St. Bellingham , WA 98229 Ph . (360) 752-5795 z BRA ® LEY ENGINEERING , INC . STANDARD STRUCTURAL SPECIFICATIONS : 1 ) Loads : a) Roof live load : 16 psf b) Seismic Design Category : D1 c) Roof dead load : 15 psf d) Wind : 110 mph and Exp "B" e) Snow Load 25 psf f) Floor Live Load : 40 PSF g) Floor Dead Load : 10 psf h) Balcony Live : 60 psf i) Deck Live: 60 psf j ) Exterior Wall Dead: 12 psf k) Interior Wall Dead : 10 psf 2) Applicability of these specifications : a. These specifications shall be adhered to for all work addressed in this report. b . Some sections of these specifications may not apply to the scope of work of Bradley Engineering, Inc. Use of these specifications for work outside of Bradley Engineering's scope shall be at the sole risk of the contractor. 3) Limited scope of Bradley Engineering ' s work : a. The scope of work of Bradley Engineering, Inc. is limited to the vertical and lateral analysis of the subject structure. Bradley Engineering, Inc. takes no responsibility for items not specifically addressed in the calculations, drawings, or call-outs . b . All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of Bradley Engineering, Inc. 4) Ownership of this report : a. Ownership of this report, all calculations, sketches, and other intellectual Information pertaining to the project shown herein shall remain the sole propriety of Bradley Engineering, Inc. Bradley Engineering, Inc. will furnish copies of this information to others only with the express permission of the client. b. These calculations, sketches, notes, and specifications are valid only for the project indicated herein . These documents are not valid, and shall not be used for any other project. 5 ) Completion of Bradley Engineering ' s current scope of work : a. Submittal of this report to the client completes the present scope of work and budget of Bradley Engineering, Inc. All other consultation, design, calculations, sketches, inspection, etc , after submittal of this report shall be billed on a time and materials basis. 6) Basis of Design — Applicable Codes : a. This design is based on the 2015 IRC . All construction shall adhere to the minimum requirements of the IRC. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems . 7) Competent Construction Personnel a. Only competent personnel familiar with construction and safety practices gennane to the project shown herein should be employed to assemble and construct the work. 8) Temporary support and bracing : a. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction . Design of same is not included, unless specifically shown. Contractor or owner should check all temporary- supporting devices with a qualified person . Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems . b . Retaining Walls . Do not backfill against retaining walls until concrete has cured to at least 2,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this purpose) . For retaining walls that are to be connected to horizontal (floor or slab) diaphragms, do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall. 3 9) Conventional Wood Framing : a. General Construction : Pre-drill all nail holes where required to avoid splitting. Connect all wood members per the attached sketches, callouts, and the IBC . b . Bolts : Unless otherwise specified, use washers on all bolts ; tighten all bolts to a very tight snug wrench tight condition; use standard A307 bolts; use hooks on all embedded anchor bolts . Provide the following minimum edge distances between the centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts : i . '/2 inch diameter bolts . . 0 0 a 4 E 1 4 1 1 0 & 0 EE2 . 5 inches HE 5/8 inch diameter bolts . 0 4 6 a 4 M 4 a a a I * 4 3 inches iii . % inch diameter bolts . . 0 0 9 4 0 . 3 .75 inches iv. 7/8 inch diameter bolts . . . . . . . . .edge of inches y g p (angles, g flanges, v . Minimum distance between ed e of bolt and an edge of steel late an les, gussets, flan es webs etc) shall be one inch . vi . Engineer shall specifically approve any bolted connection using less edge distance than shown above . c. Lag Bolts : All lag bolts greater in diameter than shall have pilot holes Pre-drilled. Size of pilot hole in threaded portion shall be 70% of the unthreaded Shank diameter. d . Nails : All nails used and specified in drawings and sketches shall be common Nails unless shown otherwise. Common nails may be substituted with nails of the Same shank diameter and same length . e. Built-Up Beams . Built-up beams consisting of dimension lumber (typically 2X stock) are permitted in lieu of sawn solid beams only if the 2X's are oriented such that they are not stacked on top of each other with the sum of their weak axes resisting load, but are nailed together side-by-side, with the sum of their strong axes resisting load. Use 16d face nails at 6 " OC staggered into all tributary members . No splices allowed. f. Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil . Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails, bolts, Simpson or other framing connectors, etc.) or structural steel members. g . Blocking / Bridging. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Provide solid blocking at all bearing points . Framed floors which support posts shall be solidly blocked within the floor to positively transfer posts loads through the floor to the supports beneath. h . Partition Walls . All non-shear wall partition walls on slabs shall be secured with 0 . 145 " diameter power pins at 12 " OC, unless otherwise shown. Shear wall partition walls on slabs shall be connected to the slab with the anchor bolting schedule shown above and herein. i . Provide double joists under all non-bearing partition walls . Partition walls which carry loads from above shall bear on joists or beams sized to carry said loads. j . Beam Supports (Trimmers) . All Glulams or Parallam beams shall have (at a minimum) double trimmers or a 4X post at each bearing point unless otherwise shown . Sawn beams 6X12 or less may use single trimmer at bearing points, larger size sawn beams to use double trimmer or 4X post. 10) Pre-fabricated Framing Connectors : a. Manufacturer: Simpson brand is specified, however any other nationally recognized brand (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations . b . Installation : The contractor shall install all prefabricated items in strict accordance with the manufacturer' s recommendations and requirements (locations, exposure, end and edge distances, fasteners, etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to . c . Default Connector Types . Unless otherwise shown, the following metal plate connectors shall be used. Post caps . . PC series Post bases. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PB series Beam hangers. . . . . . . . . . . . . . . . . . . . . . . . . . . Top flange type , HB , JB , PF , HUSTF , HUTF , or equal . Joist hangers' . . WEBS effe6wom Iva adwasamea Ron U series. Truss and rafter holdowns. . . . . . . . . H2 . 5 at each heel to double plate . 4 11 ) Footings, foundation, and Slab on grade : Geotechnical Report. Soils analysis and geotechnical engineering are not a specialty of Bradley Engineering, Inc . Bradley Engineering, Inc. depends on others for the provision of soils data, which includes but is not limited to : allowable bearing capacity, liquefaction potential , slope stability, active and passive lateral pressures, internal friction angle, and cohesion . Bradley Engineering strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all land based construction projects . I Foundations , Footings on SOIL : All footings to bear on undisturbed existing soil, unless otherwise shown in the plans or calculations . All organic and deleterious material beneath the footings, foundations and slabs to be removed and replaced with granular fill compacted to 95 % relative compaction. Bottom of footings to be below locally prescribed frost zone, not less than 18 ". Replace all over-excavated areas with granular material compacted in 8" maximum lifts to 95 % Relative Compaction (RC). All footings are proportioned and designed for 1 ,500 psf allowable soil bearing pressure, unless other information is supplied by the Owner or Owner' s representative. Slabs on Grade : Sub grade below slabs shall be similar to the above, except that 92% relative compaction is acceptable . A layer of free draining material and a suitable vapor barrier (designed by others) are recommended for all interior slabs. I Contraction Joints : Contraction joints shall be provided in all slabs at a maximum of 12 feet on center in each orthogonal direction . Contractor may use tooled joints or ` zip strips ' . Light gage metal keyed joints are not recommended in slabs subject to vehicular traffic. Slab reinforcement shall be continuous across all contraction joints . Expansion (isolation) joints : Expansion (isolation) joints are required where new concrete slabs are poured against existing concrete or masonry , and where shown on the plans. Expansion joint material shall be asphalt impregnated fiber board or similar, '/z inch thick. Construction (cold) joints : Where used, the previously placed concrete surface shall be clean and free of laitance . Reinforcing shall be continuous across the joint. Cold joints in slabs should be full depth, vertical face, and forma straight tooled edge. Cold joints constructed in this manner may also function as contraction joints . Footing Drains : Footing drains, with washed drain rock extending to within one foot of top of finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them . Footing drains shall be 4" perforated pipe routed down gradient to daylight, unless otherwise specified. Where footings and foundations are placed on compacted material, fill shall be well graded granular material with not more than five percent passing a number two hundred sieve. Fill shall be placed in eight inch maximum loose lifts and shall be compacted to ninety-five percent of the maximum density at optimum moisture content (modified proctor test) . 12) Concrete and Reinforcing Steel : a. Concrete shall be 2,500 psi ultimate strength at 28 days. Concrete shall not have less than 5 sacks cement per cubic yard and not more than 4 inches of slump . Maximum size of aggregate shall not exceed 1 '/z inches . b . Reinforcing steel latger than #4 bar shall be ASTM A615 , grade 60. Reinforcing steel less than or equal to #4 bar shall be Grade 40 . Reinforcement shall be fabricated and placed in accordance with "ACI Manual of standard practice" . Right angle bars "L" shall be lapped with straight bars at footings and wall intersections . c. Minimum clear cover for reinforcing steel shall be : i. Bottom of footing 3 " ii . Top of Footing 2" iii. Vertical face exposed to earth 1 . 5 " 5 13 ) Wood Framing : a. Lumber shall be in accordance with "National Design Specification" of the National Forest Products Association . Unless otherwise noted, species and grade of lumber shall be as follows : Mud Sills Hem-Fir No . 2 treated Interior Framing : Floor and Roof Joists D . Fir No . 2 or better Wall Framing D . Fir No . 2 or better 4" x Headers and Beams D . Fir No . 2 or better 615x Headers and Beam D . Fir No. I or better Exterior Framing: 411x Headers and Beams Hem-fir No. 2 treated 6"x Headers and Beams Hem-fir No . l treated All other framing not noted D . Fir No . 2 or better b . Plywood or OSB Shear Walls . All plywood on shear walls, unless specifically noted, shall have all edges blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear wall shall be Type 2. 1 . All shear walls shall be positively connected to horizontal diaphragms at their tops and bottoms . Plywood, use A.P . A . trademark CDX plywood unless otherwise noted . Store and install in accordance with the recommendations of A.P . A. and UBC for shear resisting vertical and horizontal diaphragms . c . Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 1 /2" CD/OSB over non-blocked supports at 24 " OC . Nail with 8d at 6 " on edges, and 12 " in field. Contractor to verify all span ratings . d. Floors . All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the Plans . Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans, nail floor diaphragm using 10 penny (screw type nails recommended) at 6" on edges , 12" in field, non-blocked, per UBC Case 1 pattern. 14) Anchor bolts : Anchor bolts shall be in accordance with ASTM A307 standards. Anchor bolts shall be 1/2" Diameter, 10" long, spaced at 4' O. C. unless otherwise noted. For new construction, anchor bolts shall be placed in thickened concrete slab or foundation walls at the time of placement of concrete . In no case shall fewer than 2 anchor bolts be used per panel. 15) Epoxy bolt connections : As an alternative to the SSTBxx hold-down anchor bolts required/specified use either 5/8" or 7/8" Aw307 all-thread (threaded rod) anchor bolts with a minimum embed of 10" per the following specifications. Use Simpson epoxy-tie bolt system with SET high strength epoxy, with zinc plated, A307 ` all-thread' bolts as shown in the sketches . Drilling of holes and installation shall be in strict accordance with manufacturer' s recommendation . Concrete must be at least 7 days old. Wind Analysis Demmon Residence Address: 3518 West 2nd ST. Date : 11/10/2017 O�E� EtiGz�e Anacortes, WA S/W User: Kendrick �� P enz�G Inputs: Wind Speed, V 115 mph Height, H 14 feet Roof Angle 15 degrees Exposure Category D O O c Horizontal Pressure Zone A F ASD Load Comb. Factor PASD 0. 6 Topographic Factor, Kzt 1 O O G Risk Category II OF Risk: I Low risk to human life in event of failure II Most small residential structures III Substantial risk to human life in event of failure Zone: M A End zone of wall B End zone of roof (D ° C Interior zone of wall Case A D Interior zone of roof Exposure: a � B Areas closely surrounded by obstructions Case B C Open terrain and scattered obstructions D Flat unobstructed areas or close to large body of water Calulation of 11 (ASCE 740 Figure 27.3. 1) Height (ft) Exposure B Exposure C Exposure D Calculation of Ps30 (ASCE 7=10 Figure 28.64, V = 11S mph) 0 1.00 1.21 1 .47 Roof Angle Zone A Zone B Zone C Zone D 15 1.00 1.21 1 .47 0 21.0 -10.9 13 .9 -6.5 20 1.00 1.29 1.SS 5 21.0 -10 .9 13 .9 -6.5 25 1.00 1.35 1 .61 10 23.7 -9.8 15.7 -5.7 30 1 .00 1 .40 1.66 15 26.3 -8.7 17 .5 -5 .0 35 1.05 1.45 1 .70 20 29 -7.7 19 .4 -4.2 40 1909 1.49 1 .74 25 26.3 4.2 19. 1 4.3 45 1 .12 1.53 1.78 30 23 .6 18.8 18.8 12.9 50 1 . 16 1.56 1.81 45 23 .6 18.8 18.8 12.9 55 1.19 1.59 1.84 60 1.22 1 .62 1.87 Ps30A = 26.3 psf I Use ASD Load Combination 7 7 . 0.6D + 0. 6W + (0 or 0. 6 of 1 . 0)aH + (0. 75 or 1 . 5 )"Fa Calculate simplified design wind pressure Apply ASD Load Combination Factor PD esign = * Kzt * PS30A = 38. 66 psf PASD = 0.6 P= PASD *PDesi n = 23 .20 psf Wind Pressure shall not be less than 16 psf. (2015 IBC 1609 .6.3) P = 2120 psf 7 Wall Location : South Elevation Upper Description : X Tributary Projected Area (ft) Calculations Height 6 . 5 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 29 . 2 ft Fwind = P*A = 4398 lb Calculate total wind force acting on wall Height 2 ( opt . ) 0 FP = Lp *300 plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 Fs = Fwind -FP = 4398 lb Load resisted by shear walls Area 190 ft PFLshear = Fs /LS 314 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 2 Shear Wall , Lx 2 . 5 ft Case 1 : Conventional O . K . PLF < 300 1 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 2 . 5 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 2 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 1 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 4 ft Case 6 : Shear capacity for double sided wall exceeded 2435 < PLF 1ft 0 Note : Shear nominal capacities taken from SDPWS Table 4. 3 and adjusted in LS = E Lx 14 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall , Lp 0 Wall Location : North Wall Upper Description : X Tributary Projected Area (ft) Calculations Height 12 . 3 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 18 ft Fwind = P*A = 5103 lb Calculate total wind force acting on wall Height 2 ( opt . ) 0 FP = Lp *300plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 28 . 5 ft FS = Fwind -FP = 5103 lb Load resisted by shear walls Area 220 ftZ PFLshear = FslLs - 340 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 2 Shear Wall , x 2 ft Case 1 : Conventional O . K . PLF < 300 2 . 5 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 2 ft Case 3 : SW5 or SW8 & HDU2 's 685 < PLF < 980 2 . 5 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 3 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 3 ft lCase 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4 . 3 and adjusted in accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . S : 1 . LS = E Lx 15 ft If requirements are not met portal framing methods can be used . Pres . Wall , P 0 8 Wall Location : East Wall Upper Description : X Tributary Projected Area (ft) Calculations Height 11 . 5 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 24 . 5 ft Fwind = P*A = 6536 lb Calculate total wind force acting on wall Height 2 ( opt . ) 7 ft FP = LP *300 plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 FS = Fwind 'FP = 6536 lb Load resisted by shear walls Area 282 ft PFLsnear = Fs /Ls 284 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 1 Shear Wall , Lx 4 . 5 ft Case 1 : Conventional O . K . PLF < 300 4 . 5 ft Case 2 : SW4 & HDU2 's 300 < PLF < 685 7 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 7 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 0 Case 5 : Other sheathing methods required 1400 < PLF < 2435 0 Case 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4 . 3 and adjusted in Ls = E Lx 23 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall , LP 0 Wall Location : West Upper Wall Description : X Tributary Projected Area (ft) Calculations Height 11 . 5 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 24 ft Fwind = P*A = 6402 lb Calculate total wind force acting on wall Height 2 ( opt . ) 7 ft FP = LP *300 plf= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 Fs = Fwind -FP = 6402 lb Load resisted by shear walls Area 2 66 fL2 PFLShear = Fsl Ls - 188 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 1 Shear Wall , Lx 16 ft Case 1 : Conventional O . K. PLF < 300 2 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 8 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 4 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 4 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 0 lCase 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4.3 and adjusted in Ls = E Lx 34 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall, P 0 9 Wall Location : North Elevation Lower Description : X Tributary Projected Area (ft) Calculations Height 21 ft P = 23 . 20 psf Wind Pressure from Wind Analysis page 1 Width 8 ft Fwind = P*A = 3897 lb Calculate total wind force acting on wall Height 2 ( opt . ) 16 ft FP = LP *300p1f= 0 lb Load resisted by prescriptive/interior walls Width 2 ( opt . ) 0 FS = Fwind -FP = 3897 lb Load resisted by shear walls Area 168 �ftl I PFLShea,• — FS /LS 251 plf Shear Wall Load (pounds per length foot) Resisting Shear Wall (ft) Shear Wall Case 1 Shear Wall , Lx 2 ft Case 1 : Conventional O . K . PLF < 300 5 ft Case 2 : SW4 & HDU2 ' s 300 < PLF < 685 2 ft Case 3 : SW5 or SW8 & HDU2 ' s 685 < PLF < 980 1 ft Case 4 : SW5 & HDU8 ' s 980 < PLF < 1400 2 . 5 ft Case 5 : Other sheathing methods required 1400 < PLF < 2435 3 ft Case 6 : Shear capacity for double sided wall exceeded 2435 < PLF 0 0 Note : Shear nominal capacities taken from SDPWS Table 4. 3 and adjusted in LS = E Lx 15 . 5 ft accordance with SPDWS Section 4 . 3 . Shear wall aspect ration shall not exceed 3 . 5 : 1 . If requirements are not met portal framing methods can be used . Pres . Wall, LP 0 10 1 /10/2018 Pg . Bradley Engineering , Inc . Csl( rzucTIC1NCALc c32umnCalc Assumptions: Compliantwilh 2010 IBC, 1997 USC and 2005 National Design Spec for Wood. Top and bottom connections are considered 'pinned' (not 'fixed' or embedded). Bearing area at top and bottom is not checked. The column is assumed to be laterally supported at its top and bottom. No wet, high temp. or high moisture use. Disclaimer: All users ofthis software shall comply with State Engineering Law; which specifies who may perform engineering, and defines the practice of engineering . Job Name DEMMON Member I . D. Porch Posts P I I I + i P + a Otherinfo Post, Stud, or Column General Information : i l Column , Post, or Stud Length , ft. 11 ,25 ft I t l Max. Live Deflection 175 = 0,77 in t ) I f Type Unbraced column or post 1W L ,it / i v End Fixity Pinned - Pinned, 1 .0 r I ! I16 f t Load Duration Ten Minutes (Wind / Earthgk. - IBC, Cd = 1 .60) o z .o Off-Center (Eccentric) Compression Loads or Add'I No2. Bending Loads (other than wind)? End Fixity Types Applied Gravity Loads , " P" Reduced Live Load , Live Load , Dead Load , Live psf Dead psf x Length , ft x Width , ft. lbs lbs. lbs Roof Loads (not including snow) E25psf15 sf 4. 00 ft 7.40 ft 740Ib 740Ib 444Ib Roof Snow (only) 0 Ib 0 Ib Floor 3 Loads 0 Ib 0 Ib 0 Ib Floor 2 Loads15 sf 4.00 ft 7.40 ft 1 ,776 Ib 1 ,776 Ib 444Ib Floor Loads63 psf 4 .00 ft 7,40 ft 3 ,256 lb 31256 lb 11865 lb Wall Dead Load 0 lb Other ' psf load and trib. width 0 lb 0 lb 0 lb Other point load : all Live, all Dead , or some of each , lbs . Descrip'n , opt'I: pt loads 2,250 lb 900 Ib Total Live and Dead Loads: 81022 lb 31653 lb Combined Total Load : 11 ,675 Ib Wind Load Over Full Length of Member (Assumes external sheathing of plywood , metal, etc. exists) Wind Applied To: Narrow Face Tributary Width of Wind Load : z = 0,50 ft Wind Pressure: q = 1 15, 0 psf 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Hem- Fir (North) V Timber Material Hem - Fir (North) Lumber- Grade No. 1 / No. 2 Timber Grade No 1 12 x 12 4x14 6x6 (3) 2x8 18x8 - 10x10 Glued Laminated Columns 1 . 8E Parallam PSL Columns Glulam Combo . 5 - DF (Visually Graded) 5. 125 x 5 . 125 5-1 /4" x 5-1 /4" 3x13.5 6.75x7.5 - 5-1 /4" x7" 3.125x12 8.75x9 - 7" x7" 5 x 6 Final Member: sawn Wood qW Mem . Library : Choose From All Sizes Of Column Type Final Size : 6x6 qr Final member okay by: 0.7% Final Member : 6 x 6 , Hem -Fir ( North ) , Controlling Factor: Combined Bending / Compressive Stresses No . 1 / No . 2 Horiz. Force At Bottom (Strong Axis): 42 Ib Horiz, Force At Bottom (Weak Axis): 0 lb DECK POSTS 11 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CAS RUCTIONCALC ProBeam vs.o1 mpg an op ano sottom must e laterally supponea at suppo s ang 314man max. intervals o wane n aminations nor curved Glulams. Dynamic loadino not considered, Compliant with 2009 On 20031BC All designs should be checked by a competent professional All users shall comply with State Engineering Law. Inlury and / or death can result from Improper use of this prod Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scale. Pitch, ifany, not shown) Beam I.D.: DECK BEAM 1100o 800 Otherinfo.: @00 60 Main Span, L = 9. 86 ft 900 - Main Span Max. Allowed Live Defl: L / ; 240 ' = 0"49 In 300 Main Span Max Allowed Total Defl: L / 180 = 0.66 in o 2 4 6 8 0 '12 Cantilever (Overhang) Exists? No -200 Pitch if Sloped: 0.0 : 12 -400 Span (ft) Load Duration Live: too Loads From Continuous Member? No W Add Self Wt.? Yes O No Press Treated? Wet Cond? Temp Cond. For Woad and � � Sawn Member Repetitive Use? No ' . GluLamsOnly: Press treated � wet . lood F & less Partial Uniform Loads On Main Span Only Tributary Comb'd Load , Start Point Live Load, Dsf Dead Load, psf width ft Live Load , olf Dead Load, plf � ft, End Point ft, Partial Load A 110 psf 65 psf 4,00 ft 440.0Ib/ft 260.0Ib/ft 700.0Ib/ft 1 ,50 ft 9,50 ft Partial Load B 40 psf 15 psf 4,00 It 160.0Ib/ft 60.0Ib/ft 220.0Ib/ft 0,00 ft 1 ,50 ft Partial Load Cl60 psf 1 15 psf 0,0011 0.00 ft 0, 00 ft Partial Load D _Descrip.n, opel: Partial Load E Descrip.n, opt.): Note: Start and End Points Measured From Left Su port 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-tarch (North) . Timber Material Douglas Fir - Larch (North) Lumber Grade No. 1 / No. 2 . Timber Grade No. 1 Acceptable Solutions Acceptable Solutions (4) 2x14 - 12x12 - 6x12 14x14 _ - - List properties for what 8x12 size lumber? 4 x 1z . An asterisk ' 10 x 10 Sif Wt=24.9 indicates a non- List properties Fb=748 Fv=140 Fcp=419 E=1368000 Sit Wt=9.87 acceptable sol'n. 1 for what size? 6 x 14 Fb=875 Fv=132 Fcp=419 E=1368000 Final Member Results Final Member ISawnWood Final Member: 6 x 12, Douglas Fir - Bending overdesign: 1.7% Material Library IChoose From Min. Sizes That Cak. Larch (North ), No. 1 ShearOverdesign: 93.9% Final Site' I6xl2 Deflection Overdesign: 301.7/ Min, Bearing Lengths : = 1.60 in. (Left) = 1.50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: N/A Vert Diff (approx): 0.00 ft True Len (approx): Press Trtd, Wet Use. Final member OK by: 1.7% Actual Member Size: 5.5W x 11 ,25" 9.86 ft Controlling criteria is: Bending Reactions Final Member Additional information Location Live Case Bracin0 Req'd For Maximums R1 - Left R - Right Max Positive Moment: 8,404 ft-lb 5,03 It Main Span Full Strength: Live Load: 13778lb 11982 lb Max. Negative Moment il) fill 0.00 ft Main Span Lateral bracing ......................................... .......... .. required only at Dead Load: 1 .079lb 1 .244lb Max Design Sheari2, 806lb 9. 86It Main Span su orts I---------------" -- - . PP Total Load: 21858 lb 3,225 lb Main Span Max. Downward 0,1011, / 0.164" 4.93' 14,93' Main / Main Live Case Causing Max N/A NIA Deflection (Live / Total) i Main Span Max. Upward , 0.000" / 0,0001, 0.00' / 0,09 Main / Main Deflection Live / Total Minimums R1 - Left R - Right ( ). Live Load: 0lb 0lb Cant Down. Deft. (Live / Tot): N/A N/A N/A W/O Mid-Bracing: - ... ".............. ............... .."--".... 0.6 or 1 .0 Dead : 648 Ib 746 lb Cant. U Defl: Live / Toll: !N/A N/A NIA Bending Red* Net Reaction 602lb 7001b Req'd El, Not Incl. Self Wt.: 2. 172E+08 Actual EI: 8.93E+08 0% Live Case Causing Min N/A N/A Approx. Self Weight: 15.50 plf Approx. Tot. Wt.: 153 lb Allowed Moment: Min. Caldd Bearing Lengths: : = 1 .24 in (Left) = 1 .40 in (Right) 8,546 ft-Ib DECK BEAM 12 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CCIVSI` RUCTIONCALC ProB®am v5.01 ns nor curved .......... Dynamic loading not considered, compliant with 2009 2003 lace All designs should be checked by a competent professional All users shall comply with State Engineering Law Injury and I or death can result from improper use of this_ product Job Name: DEMMON GARGE HEADER Load and Span Diagram (Not To Scale. Mich, Many, notshown) Beam I.D. : GIRDER SUPPORTING BM 2 250 200 Other Info.: ,i5o Main Span, L = 5.00 it Moo ..._............_....._._._._....._...... u50 Main Span Max. Allowed Live Defl: L / 360 = 0.17in 0 o Main Span Max. Allowed Total Dell: L / € 360 s = 0.17 in 50 1 1 2 3 4 Cantilever (Overhang) Exists? No M qw -100 - 450 Span (ft) Pitch if Sloped: 0.0 : 12 Load Duration s w t.le 1 Loads From Continuous Member? I No V Add Self Wt.? ®W 50 For Wood and Press Treated? Wet Cord? Temp Cond. Sawn Member Repetitive Use? No V GluLamsOnly: rNotpressreated Dry Wde9F & less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes V Live, psf Dead, sf Width, ft Load, pit Load, pit Load, pit. Roof Loads (not including snow) M4Osf 10 sf 2.00 ft 50.0 lb/ft 50.0 Wit 20.0 lb/ft Roof Snow (only) 2.00 ft - - - - Floor 3 Loads Floor 2 Loads Floor Loads 10 psf Wall Dead Load 10 psf Other 'psf load and trio. width Additional 'p0' Unit. Live Loads. ; Descdpn optl: Additional 'pif Unif, Dead Loads- ':, . ..Descrip'n:opt'[, Roof pitch for LL Red'n Beam type for LL Load Subtotals 50.0 lb/ft 50.0 Iblft 20.0 lb/ft Red'n Total Adjusted Uniform Loads WL = 50.0 Wit wD = 20.0lb/ft 0.0 : 12 All o her earns W Combined Total Uniform Load Wu = 70.0 lb/ft Concentrated (Point) Loads Trib. Length, Live Load Qsf Dead Load sf Trib. Width ft. ft. Live. Ibs Dead, Ibs Location ft Point Load A 25 psf 10 psf 10.00 ft 4.50 ft 11125 lb 450lb xA = 2.50 ft Point Load B xa = Point Load C Descrip'n, opt1: xc = ..Point Load D Descrip'n, optT xD = Point Load E Descrip'n, optT xE _......................... _.............._ Point Load F Descdp'n, opfl: xF = Point Load G Descdp'n, opfl: xG _ Point Load H ? Descrip'n, opri: xa = Note: Location Measured From Left Support 4x And Smaller (Lumber) Sx And Larger (Timbers) Lumber Material IDouglas Fir-Larch North) W Timber Material DouglasFir - Larch (North) _ Lumber Grade No. 1 / No. 2 Timber Grade : Nm I Acceptable Solutions Acceptable Solutions 2x12 1 (4) 2x5 - - (2) 2x8 3x10 - - Ltst properties for what (3) 2 x 6 4 x 8 - - size IumbeR 4 x 12 v An asterisk ' _ Sit Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 Slf Wt=9.87 acceptable sol'n. 1 for what size? o ` t^ Fb=1479 Fv=196 Fcp=625 E=1600000 Final Member Results Final Member 5awnwDed V Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 47.1 % Material Library Choose From Min. Sizes ThatCalc. V Larch (North), No. I I No. 2 ShearOverdesign: 275.6/ FinalSizet 4x8 Deflection Overdesign: 263.2% Min, Bearing Lengths : = 1 .60 in. (Left) = 1 ,50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0.00 ft True Len (approx): Final member OK by: 47.1 % Actual Member sae: 3.50" x 7.25" 5,00 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Redd For Maximums R, - Left R - Right Max. Positive Moment: 2,207 ft-lb 2.50 ft Main Span Full Strength: ................_......_..............9..............................F..._....._.............._.............._..................................._....._........_.P......... Live Load: 688 lb 6881b Max. Negative Moment 0 ft-lb 0.00 ft Main Span Lateral bracing ._......................_........ ...........................-......,...«..._........_....._...._._............_._......................._._....._....._.............._._. required only at Dead Load: 291 Ib 291 Ib . Max Design Shear. 932 lb . 0.00 ft , Main Span supports ' ._......... __.._._. ...._..........«............._.._.....__._......_ ._._.. Total Load: 9781b 978 tb Main Span Max. Downward= 0.032" / 0,045" 2.50' / 2.50' Main I Main Live Case Causing Max NIA NIA Deflection (Live / Total) :: Main Span Max. Upward i 0.009, / 0.0001, 0.00' / 0,00, Main / Main Minimums R, - Left R - Right Deflection (Live / Total); Live Load: 0lb 0 lb Cant. Down. Dell. (Live / Tot): jN1A N/A N/A W/O Mid-Bracing: . . .._....._....._._._.:_._._..................._._.................;. ... .. ...__..__..._._..........__._. .............._._...__........_._.._.....,...... - 0.6 or 1 .0 Dead : 175 lb 175 lb .,,Cant; U�.. Def De , (Live I Totj:FN/A„_. ,,,,,,,,,,,,,,,,,,,,,,,NIA . N/A , Bending Red'n: .........._. q ......._. .....�._....._....._._....._._...._. Net Reaction 165 lb 1651b Re 'd El, Not Incl. Self WL 14.843E+07 Actual El: 1 .78E+08 0% Live Case Causing Min NIA N/A Approx. Self Weight: 16.36 pIf Approx. Tot. Wu 32 lb Allowed Moment: Min. Caldd Bearing Lengths: ; = 0.45 in (Left) = 0.45 in (Right) 31247 ft-lb BEAM SUPPORTING GIRDER 13 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C IsU Zr1 ONCALc PrOBsam Vs.ot ins nor curved Glulams Dynamic loading not considered, compliant with 2009 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law, inlury and / or death can result from improper use of this product. Job Name: DEMMON GARGE HEADER Load and Span Diagram (Not7o scale. Pitch, Kany, not shown) Beam I.D. : DECK BM 200 150 Other Info. : 00 Main Span , L = 12,50 ft 9 0 _.._...._........_._.....___.......... Main Span Max. Allowed Live Defl: L 360 _ = 0.42 in 0 o 2 4 6 8 10 12 14 Main Span Max. Allowed Total Defl: L ! 360 = 0.42 in -50 Cantilever (Overhang) Exists? No -100 Pitch if Sloped: 0.0 : 12 -150 Span (ft) Load Duration snow: 1.ts V Loads From Continuous Member? No V . Add Self Wt. ? Qres tavo For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No GluLams Only: Not pres: treated D y 100 deg F & less V Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead allooloolooll Allow Live Load Red'n? yes W Live, psf Dead , psf Width , ft Load, plf Load, plf. Load, plf. Roof Loads (not including snow) 25 psf 10 psf 4 . 50 ft 112.5 lb/ft 112.5 lb/ft 45.0lb/ft Roof Snow (only) 25 sf 4 . 50 ft al - Floor 3 Loads Floor Loads - Floor Loads 40 sf 10 psf - - Wail Dead Load 10 psf - Other 'psf load and trib. width Additional 'plf Unif. Live Loads. ; Desctipnt' opt'L- Additional 'pif Unif. Dead Loads. ' Des c 'n.Mali.Mali_�oa , 0 rl: Roof pitch for LL Red'n Beam type for LL W Load Subtotals 112.5 lb/ft 112,5 Will 45.0 lb/ft Radii Total Adjusted Uniform Loads wL = 112.5 lb/ft wD = 45.0lb/ft 0,012 All other beams gy Combined Total Uniform Load wu = 157.5lb/ft Miami 4x And Smaller (Lumber) 6x And Larger (Timbers) Lumber Material Douglas Fir-Larch (North) Timber Material Douglas Ftr - Larch (North) Lumber Grade No. 1 / lii Timber Grade [o. 1 Acceptable Solutions Acceptable Solutions 2x14 (4) 2x8 - (2) 2x10 3x10 List properties for what (3) 2 x 8 4 x 10 size lumber? q x tz An asterisk ` - Sif Wt=24.9 indicates a non- List properties - Fb=1076 Fv=207 Fcp=625 E=1600000 SlfWt=9.87 acceptablesol'n. 1 forwhatsize? 804 Fb= 1479 Fv=196 Fcp=625 E=1600000 Final Member sawn wood Final Member Results Final Member: 4 x 10, Douglas Fir- Bending Overdesign: 50,8% Material Library Choose From Min. Sizes Thatcalc. W Larch (North ) , No. 1 / No. 2 Shear Overdesign: 392.4% Final Size 4xto TF Deflection Overdesign: 69.2% Min. Bearing Lengths : = 1 ,50 in. (Left) = 1 .50 in. (Right) Use Conditions selected: Bearing ! Buckling Overdsgn : N/A Vert Diff (approi 0,00 ft True Len (approx): Final member OK by: 50.8% Actual Member Size: 3.50" x 9.25" 12,50 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums R1 - Left R2 - Right Max. Positive Moment: 13,235 ft-lb 6,25 ft Main Span Full Strength: .._........_..._. _...._..............._ _.. . .._....._..._........_._..........._...._....._............._.......... Live Load: 703 Ib 703 Ib Max. Negative ative Moment: 0 ft-lb 0.00 ft Main Span Lateral bracing _...._....._._._.._........_....._...................................................................._....._._......._..._..__..._._.._._._......._.................................... required only at Dead Load: 332 Ib 332 Ib Max Design Shear: j907 lb 0.00 ft Main Span supports ........_._._....... ...... ..........................-_.__,.. _._............___.._......._....._....._........._._..._......._._....._._..__....._a.... Total Load: 17036 lb 1 ,035 lb Main Span Max. Downward '' 0.16T' / 0,246" 6,26 / 6.29 Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ...._._..............._....._...._. ............_.............._..._.............._._ .........._.__.._........_.III_............._._... ..._............................_..................._ Main Span Max. Upward l 0,0001, / 0,000" 0.00' / 0.00, Main / Main Minimums R, - Left R - Right Deflection (Live / Total) ; .....................__....._.............__. .._......._....._.._....._._....._.....__....._....._._....._....._._....._ Live Load: 0 lb 0 lb Cant. Down. Defl . (Live / Tot): : N/A WA N/A Wf0 Mid-Bracing: ............:._....... ...._._._............_..............._._.._._..__........_...__...__... ..............._....._._........._........ _............_._.-..._ — 0.6 or 1 .0 Dead : 199 lb 199 lb Cant. Ui. Dell: (Live / Tot). N/A N/A N/A Bending Red'n: .................._.._....._.__..._.._._._ Net Reaction 169 Ib 1691b Req'd El , Not Incl . Self WL: ' 2.076E+08 Actual El : 3.691 0% Live Case Causing Min N/A N/A Approx, Self Weight: j8.11 plf Approx. Tot. Wt: 101 lb Allowed Moment: Min. Caidd Bearing Lengths: : = 0,47 in (Left) = 0,47 in (Right) 41879 fl-lb iiiiii DECKBEAM C 14 limpundill; I VW 4nu Dortom must Ve laterally supponeu UL buppurts anu at �11 max, nue Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CCM IS RUCTIONCALC ProBealm vs.o1 ins nor curved Glulams Dynamic loading not considered, Compliant with 2009 = 2003 WE All desions should be checked by a competent professional All users shall comply with State Engineering Law. Iniury and / or death can result from improper use of this product. Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scaie. Poch, ff any, not shown) Beam I . D. : DECK FLOOR BEAM 400 300 Other Info, : goo Main Span, L = 14,00 ft 400 a Main Span Max. Allowed Live Defl: L / ? 240 € = 0.70 in o 0 __._.._._..._._..._.____._._._.....; 2 4 6 8 10 12 14 16 Main Span Max. Allowed Total Defl: L / 240 = 0.70 in - 100 ......._............ _. Cantilever (Overhang) Exists? No -200 - Pitch if Sloped: 0.0 : 12 -300 Span (ft) Load Duration snow: l.ls • Loads From Continuous Member? No V Add Self WL ? ®yes OVo For Wood and Press Treated? Wet Cond? Temp Cond, Sawn Member Repetitive Use? No • Glul-ams only: Press Treated . wet • mo deg F & less • Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes • Live, psf Dead , psf Width, ft Load, plf Load, plf. Load, plf. Roof Loads (not including snow) 25 psf 10 psf 0.00 ft Roof Snow (only) 25 psf 0,00 ft Floor 3 Loads 0.00 ft Floor 2 Loads Floor Loads 60 psf 10 psf 4.00 ft 240.0lb/ft 240.0 lb/ft 40.0 Wit Wall Dead Load 10 psf Other 'psf load and trib. width - - Additional 'pif Unif. Live Loads. ; Descrip'n, oprL 11011 Additional 'pif Unif. Dead Loads. : D ...... Roof pitch for LL Red'n Beam type for LL Load Subtotals 240.0 lb/ft 240.0 Wit 40.0 Ib/ft Red'n Total Adjusted Uniform Loads wL = 240.0 lb/ft wD = 40.0 Ib/ft 0,012 All other beams Combined Total Uniform Load Wu = 280.0 Ib/ft 4x And Smaller ( Lumber) 5x And Larger (Timbers) Lumber Material DaD9ias nr-Larch (North) Timber Material poogias nr - wrcn tNonh) • Lumber Grade No. 1 /-No 2 RIF] Timber Grade No. 1 • Acceptable Solutions Acceptable Solutions (4) 2x12 6x12 List properties for what (3) 2 x 14 1 4 x 16 8 x 10 An asterisk size lumber? 4 x 1z • • 10 x 10 - Slf Wt=24.9 indicates a non- List properties Fb=861 Fv=161 Fcp=419 E=1368000 Slf Wt=9.87 acceptable sol'n. 1 for what size? e x 14 • Fb=1006 Fv=152 Fcp=419 E=1368000 Final Member Results Final Member Sawnwood • - Final Member: 6 x 12, Douglas Fir - Bending Overdesign: 35.8% Material Library Choose From Min. Sizes That Caic. • Larch (North), No. 1 Shear Overdesign: 249.3% Final Size c x 1z Deflection Overdesign: 1 44.7% Min, Bearing Lengths : = 1 .50 in. (Left) = 1 .50 in. (Right) use Condlttons Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0,00 ft True Len (approx): Press Trtd, Wet Use. Final member OK by: 35.8°/ Actual Member Size: 5.50" x 11 .25" 14,00 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Read For Maximums R, - Left R2 - Right Max. Positive Moment: 7,240 ft-lb 7,00 ft Main Span Full Strength: Live Load: 11680lb 10680lb Max. Negative Moment: i0 ft-lb 0.00 ft Main Span Lateral bracing _._....._....._......... ............_9................._........._. ..E........._..._....._........_....._._..........__..__..._........._._....__.............._.._._P........., required only at Dead Load: 389 Ib 3891b Max Design Shear; �1 :791 lb 0.00 it Main Span supports Total Load : 22069 Ib 21069 lb Main Span Max. Downward : 0.232" / 0.286" 7.00' / 7.00' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ': Main Span Max. iip i 0,000" / 0.000" 0,0910,00, Main / Main Minimums R1 - Left R2 - Right Deflection (Live / Total)SEEMSE ; _._._. ...._......__............................__......_.._._....:......._.....-........_..... ...._........_............._....._....._._....._...._._....._....._...... Live Load: 0 lb 0 lb Cant. Down. Defl:. (Live / Tt o ) N/A................_. _.....__._wA..._._.._ WIO Mid-Bracing:................ ._........... NIA _._....._0.6 or 1 .0 Dead : 233 Ib 233 Ib Cant: U Defl: (Live / Tot): :NlA N/A WA Bending Red'n: Net Reaction 168 Ib 168 Ib Req'd El , Not Incl . Self Wt.: 13.457E+08 Actual EI : 8.93E+08 0% Live Case Causing Min N/A N/A Approx, Self Weightj 15.50 plf Approx. Tot. Wt.: 217 lb Allowed Moment: Min. Caldd Bearing Lengths: : = 0.90 in (Left) 0,90 in (Right) 91828 ft-lb DECK FLOOR BEAM I 15 11/16/2017 Pg . SS-- Bradley Engineering , Inc. liq RUCTIONCALC ColumnCalc 1 v3.2 Assumptions: Compliant with 2010 IBC, 1997 UBC and 2006 National Design Spec for Wood. Top and bottom connections are considered 'pinned' (not 'fixed' or embedded). Bearing area at top and bottom is not checked. The column is assumed to be laterally supported at its top and bottom. No wet, high temp. or high moisture use. Disclaimer: All users of this software shall comply with State Engineering Law, which species who may perform engineering, and defines the practice of engineering. Job Name DEMMON Member I .D. DECK POST I I ► + I f 1� Otherinfo 1 1 Post, Stud , or Column General Information : 1 r i t1 r 19.50 ft t / 1 t . I Column , Post, or Stud Length, ft t I ) t Max. Live Deflection 175 = 1 .34 in L Type I Unbraced column or post V I 1 / r End Fixity Pinned - Pinned, 1 .0 V I t i ( , SK Load Duration Ten Minutes (Wind / Earthgk - IBC, Cd = 1.60) -� - Off-Center (Eccentric) Compression Loads or Add'I No �� — o.e 0.7 1 0 1 .0 20 2.0 Bending Loads (other than wind)? — End Fixity Types Applied Gravity Loads, "P" Reduced Live Load . Live Load, Dead Load , Live sf Dead PSf x Length, ft x Width ft. Ibs lbs. Ibs Roof Loads (not including snow) E60psf 15 sf 4,00 ft 4,00 ft 400 Ib 400 Ib 240 Ib Roof Snow (only) O lb 0 lb Floor 3 Loads10 sf 4.00 ft 4.00 ft 960Ib 960Ib 160Ib Floor 2 Loads OIb 0 Ib OIb Floor Loads10 psf - 0 lb 0 lb 0 lb Wall Dead Load 0 lb Other 'psf load and trib. width 0 lb 0 lb 0 Ib Other point load: all Live, all Dead, on Descrip'n, opt'I: pt loads 21250 lb 900 Ib some of each , Ibs. € Total Live and Dead Loads: 3,610 lb 11300 lb Combined Total Load: 4,910 lb Wind Load Over Full Length of Member (Assumes external sheathing of plywood, metal, etc. exists) i Wind Applied To: Narrow Face Tributary Width of Wind Load: z = 0,50 ft Wind Pressure: q = 16.0 psf U And Smaller (Lumber) 5x And Larger (Timbers ) Lumber Material I Hem-Fir (North) Timber Material Hem H mmlm; Lumber Grade No. 1 / No. 2 . Timber Grade No. 1 12 x 12 6x8 14x14 8 x a 16x16 10 x 10 Glued Laminated Columns 1 .8E Parallam PSL Columns Glulam Combo. 15 • DF (visually Graded) 5.125 x 5. 125 - 5-1l4" x 5 - 1 /4" 6 ,75 x 7.5 - 5-1 /4" x 7 " 8 .75x9 - 711x7" 5 x 6 Final Member: sawn wood . � Mem . Library : Choose From All Sizes Of Column Type Final Size : 6 x 8 V Final member okay by : 42 . 8% Final Member : 6 x 8 , Hem -Fir ( North ) , Controlling Factor: Compressive Stress (Only) No . 'I a! No . 2 Horiz. Force At Bottom (Strong Axis): 78 Ib Horiz. Force At Bottom (Weak Axis) : 0 lb DECK POSTS 16 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 CWINErIMMMMErIEURCM ProBealm v5.01 ns nor curved Glulams Dynamic loadino not considered. Compliant with 2009 w 2003 IBCv All designs should be checked by a competent professional All users shall comply with State Engineering Law Iniury and / or death can result from Improper use of this product. Job Name: DEMMON GARGE HEADER Load and Span Diagram (Not To Scale. Pitch, if any, not shown) Beam I.D. : GARAGE HEADER 250 200 Other Info. : A50 rm Main Span , L = 9, 00ft 9 o Re- calculation Required Y Main Span Max. Allowed Live Defl: L / 360 = 0.30 in o - -- Main Span Max. Allowed Total Defl: L / 360 € = 0.30 in 50 1 2 4 6 B 10 Cantilever (Overhang) Exists? No V -100 Pitch if Sloped: 0,012 -150 Span (ft) Load Duration Snow: 1,15 qw Loads From Continuous Member? Fe i Add Self Wt. ? ®Yes ()No For Wood and Press Treated? Wet Cond? Temp Cond, Sawn Member Repetitive Use? No . Glul-ams Only: Not press treated t Dry 7W 100 deg F & less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes W Live, psf Dead , psf Width , ft Load, pit Load, plf. Load, plf, Roof Loads (not including snow) 25 psf 10 psf 6.00 ft 150.0 Ib/ft 150.0 lb/ft 60.0 Wit Roof Snow (only) 25 sf 6,00 it Floor 3 Loads Floor 2 Loads - Floor Loads 40 sf 10 psf Wall Dead Load 10 psf Other 'psf load and trib. width Additional 'plf UnitLive Loads. : DescrignI opt.L Additional 'plf Unif, Dead Loads. ; Desch, fl: Roof pitch for LL Red'n Beam type for LL Load Subtotals 150.0 lb/ft 150.0 lb/ft 60.0 lb/ft Red'n Total Adjusted Uniform Loads Wt = 150.0lb1ft WD = 60.0 Ib/ft 0. 0 : 12 All other beams v Combined Total Uniform Load Wu = 210.0 lb/ft 4x And Smaller (Lumber) 5x And Larger (Timbers)ugl Lumber Material Doaz Fir-Larch (North) . Timber Material Douglas Fir - Larch (North) Lumber Grade No. 1 / No. z . Timber Grade No, 1 Acceptable Solutions Acceptable Solutions 2x12 ve�ca (2) 2x8 List properties for what (3) 2 x 8I E I size lumber? 4x1z . ulatimsRe juired SitWt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 SIfWt=9.87 acceptable sol'n. for what size? ax14 V Fb=1479 Fv= 196 Fcp=625 E=1600000 Final Member sawn Wood Ree alC Ula pp � �aUlr d Final Member Results Final em6er: �42 x' �; Douglas Fir- Bending Overdesign: 17.6^/a Material Library Choose From Min. Saes That Calc. Larch (North), No. 1 / No. 2 Shear Overdesign: 257.6% Final Size (z> zxa Deflection Overdesign: 43.8% Min . Bearing Lengths : = 1 .50 in. (Left) = 1 .50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0,00 ft True Len (approx): Final member OK by: 17.8% Actual Member Size: 3.00" x 7.25" 9.00 ft Controlling criteria Is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums R1 - Left RZ - Right Max. Positive Moment: 12, 181 ft-lb 4.50 ft Main Span Full Strength: ......................_..........._._._.. ,...._........_ ..._._.._._. ..._.._. ._.._....._............ ...._....._............. . ._.,...,.... Live Load: 675 lb 675lb Max. Negative Moment: 10 ft-lb 0.00 ft Main Span Lateral bracing __...............................__._..__.._......_.Wi........_.....__..._._....._ .___..,....,_.._..__..._._............_.__._.._._...__.._._.._._....... required only at Dead Load: 295 ib 295 lb Max Design Shear: i839 lb 0,00 ft Main Span supports Total Load: 970 lb 970 lb Main Span Max. Downward ) 0.145" / 0.209" 4.50' / 4.50' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ' Main Span Max. Upward ' 0.0001, / 0.0001, 0.00' / 0,00, Main / Main Minimums Rt - Left R - Right Deflection (Live / Total) ; _....._......__.............._........._..............._.............._.__.._........ ._.... ._.._........._......... .. _ _....._...._........_ Live Load: 0 Ito 0 lb Cant, Down. Deft. (Live / Tot): ' NIA N/A NIA WIO Mid-Bracing: _._. _....._....._._....._._....._....._.. ...._.........:....._._..............._..... ............... ,....._........_._.........._...__... .__...__..__ - 0.6 or 1 .0 Dead : 177 lb 177 lb Cant. U Defl. Live / Tat : ' N/A N/A NIA Bending Red'n: Net Reaction 162 lb 162 lb Req'd El , Not Ind . Self Wt.: 1 .033E+08 Actual El : 1 .52E+08 0% Live Case Causing Min NIA N/A Approx, Self Weight: '5.45 pit Approx. Tot. Wt.: 49 lb Allowed Moment. Min. Caled Bearing Lengths: ; = 0.52 in (Left) = 0.52 in (Right) 2,569 ft-lb GARAGE BEAM 17 ALC limporranx: loo allu nortom must Be laterally supponeu at busipurusifflu at Wait 1113R. 111MMMS. NO Wallein Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C S RUCTIONC33= ProBealrn v5.01 i ns nor curved Glulams Dynamic loadina not considered Compliant with 2009 ME 20031BC All designs should be checked by a competent professional All users shalt comply with State Enaineerina Law Inlury and / or death can result from improper use of this product. Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To scale, pitch, if any, notshown) Beam I. D. : GIRDER BEAM 3 200 Other Info. : 150 goo Main Span, L = 7.50 ft Main Span Max. Allowed Live Defl: L / € 360 = 0.25 in J ,._......_._. 0 I Main Span Max. Allowed Total Defl: L 0.25 i _._. , ....... 2 3 a 5 s 7 a s Cantilever (Overhang) Exists? yes v -50 Right Cantilever, CR = j 1 .00 ft -100 Span (ft) Cantilever Max Allowed Live Defl: CR / 180 i = 0.07 in Cantilever Max Allowed Total Defl: CR 1 ..............._-._180 T W t = 0.07 in -- - - Pitch if Sloped: 0.012 Load Duration Snow: 1.15 Loads From Continuous Member? No Add Self Wt ? 0Y; 0No For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No . ' GluLams Only: [Not Press treated v Dry 100 deg F & less Concentrated (Point) Loads Trib. Length , Live Load. Dsf Dead Load, psf Trib. Width ft. ft. Live. Ibs Dead, Ibs Location , ft Point Load Al25 psf 10 psf 9. 00 ft 5 .00 ft 11125 lb 450 lb xA = 3 . 75 ft Point Load B - xe = Point Load C Descrip'n, opfl: xc = '_'_ III................._P........P.... Point Load D Descr 'n, o t'l: xo = ;._......_..._. _. ...................Mass_...... Point Load E Descrip'n, oprl: xE _ >_..__...III........._ _ ME Ell Point Load F DescnPn, opt![: xF = Point Load G Descrip'n, opfl. xe = Point Load H Descrip�n,opfi xH = Note: Location Measured From Left Support 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-larch (Noah) _ I Timber Material [Douglas Fir - larch (North) Lumber Grade No. 1 / No. 2 . Timber Grade No. 1 Acceptable Solutions Acceptable Solutions 2x14 (4) 2x6 (2) 2x10 3x10 List properties for what (3) 2 x 8 4 x 8 size lumber? a . t An asterisk ` Slf Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 Sir Wt=9.87 acceptable sol'n. 1 for what size? 8 x 14 Fb=1479 Fv=196 Fcp=625 E= 1600000 Final Member Results Final Member sawn wood _ Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 8 .4% Material Library From Min. Sizes That Calt. W Larch (North), No. 1 1 No. 2 Shear Overdesign: 333.4% Choose Final Size a e Deflection Overdesign: 82.6% Min. Bearing Lengths 1 .50 in. (Left) : = 1 .50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: N/A Vert Diff (approx): 0.00 ft True Len (Approx): Final member OK by: 8.4% Actual Member Size: 3.50" x 7.25" 8,50 ft Controlling criteria is: Bending Reactions Final Member Additional information Location Live Case Bracing Redd For Maximums Rt - Left R2 - Right Max. Positive Moment: 2,996 ft-lb 3,75 ft Main Span Full Strength: .............g......._._.._..................:..............._.........._............._....._....._........_.................._....._........_......._.P. Live Load: 563 Ib 563 Ib Max. Negative Moment: 0 ft-lb 0,00 ft Main Span..... Lateral bracing ____._._....._...._.__ __._..__.._....___...._..__._.__.___..__...._.___....._....._........._._....._..._..._....._._____..._.._. required only at Dead Load: 2481b 2561b .._. Max Design Shear: 808 lb 0,00 ft Main Span supports ... ......_. ..__ ..._.................... ...._..._.._._Mass......_.W_....._...._....__.....__._..... Total Load: 811 Ito 818 lb Main Span Max. Downwardi 0.096" / 0:137" 3.75' / 3.75' Main / Main Live Case Causing Max Main Span Main Span Deflection (Live / Total)` _. ...._._....asks ass._._........._..__...._.....Mass_..............._....._._......................_................. Main Span Max. Upward : 0.000" / 0.000" 0.00' / 0.00, Main / Main Minimums Rt - Left RZ - Right Deflection (Live / Total); ...___.._._. _._.__ .._.....___._...__.._........... - .............. _. _....._._._._......_._._...__....._._......I Live Load: 0 lb 0 lb Cant, Down. Defl . (Live / Tot): 2 0.000" 10,00011 0.00' / 8.50' Main / Cant. W/O Mid-Bracing: 0.6 or 1 .0 Dead : 149 Ib 153 lb Cant. U : Defl. Live / Tot : i 0 .038" / 0.055" 8.50: / 8,50: Main./ Main Bending Red'n: ...._........... _ ( . ..._....Mot)...... .........._.._._............ ......._. Ell P Net Reaction 135 lb 135 lb Req'd El , Not Incl . Self Wt.: 9.568E+07 Actual El : 1 .78E+08 0% Live Case Causing Min On Cant. On Cant Approx, Self Weight: 16.36 pit Approx. Tot. WL: 541b Allowed Moment: Min, CaIdd Bearing Lengths: ; = 0.37 in (Left) = 0.37 in (Right) 31247 ft-lb Mongolia GIRDER ROOF BEAM 2 18 Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C(AS RUCTIONCALC ProBeam v5.01 important : op anotiottorn Must e unerwiv supported at suppolirs ancl at 4ftrtmax in erva s o wane in laminations nor curved Glulams. Dynamic loading not considered. Compliant with 2009 - 2003 IBC All designs should be checked by a competent professional. All users shall comply with State Engineering Law. Iniury and I or death can result from improper use of this prod Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scale. Pitch, ifany, nut shown) Beaml.D.: HOT TUB DECK JOISTS 250 200 Other Info. : '450 x Main Span , L = 8 . 00 ft 2100 •................................ m50 Main Span Max. Allowed Live Defl : L / 360 = o.27 in � o Main Span Max. Allowed Total Defl : L / 240 = 0.40 in 50 1 z 3 4 s s 7 s Cantilever (Overhang) Exists? rio . -100 Pitch if Sloped : 0. 0 : 12 -1 sD Span (ft) Load Duration ❑: e : 7 .00 Loads From Continuous Member? No Add Self Wt.? eYes Q No Press Treated? Wet Cond? Temp Cord. _- For Wood and --� Sawn Member Repetitive Use? No . GluLams Only: Press neared . Wer 100 deg F & less � Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes Live, psf Dead , psf Width , ft Load , plf Load , plf. Load , plf. Roof Loads (not including snow) 25 psf 10 psf I I - - - Roof Snow (only) 25 lost 0. 00 ft Floor 3 Loads - Floor 2 Loads 110 psf 63 psf 1 . 33 ft 146-3lb/ft 146. 3 lb/ft 83. 8 Ibtft Floor Loads 60 psf 15 psf 0. 00 ft Wall Dead Load 10 psf Other 'psf' load and trib. width Additional 'plf Unif. Live Loads . : Descrip'n _ opt'L Additional 'plf Unif. Dead Loads . _ De_s_crip'n_ o_pt'I_ Roof pitch for ILL Red'n YP Beam type for LL Load Subtotals 146.3lb/ft 146.3lb/ft 83. 81b/H Red'n Total Adjusted Uniform Loads Wt = 146.3 lb/ft wo = 83. 8 lb/ft 0. 0 : 12 Au Omer heams Combined Total Uniform Load wu = 230. 1 lb/ft 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir Larch (North) Timber Material I Douglas Fir - Larch (North) Lumber Grade No. t / No z Timber Grade I No. , Acceptable Solutions Acceptable Solutions 2x14 (4) 2x6 - - - (2) 2x10 3x10 - - List properties for what (3) 2 x 8 4 x 8 - - size lumber? 4 . tZ An asterisk * _ _ Sit Wt=24. 9 indicates a non- List properties - Fb=748 Fv=140 Fcp=419 E=1368000 SlfWt=9. 87 acceptablesol'n. forwhatsize? 8x ,4 _ J Fb=875 Fv=132 Fcp=419 E=1368000 Final Member ( sac�,n Wood Final Member Results _ Final Member: (2) 2 x 10, Douglas Bending Overdesign : 40.6% Material Library f ChooseP mMin. SizesThatCalc Fir-Larch (North ), No. 11 No . 2 ShearOverdesign: 237,E Final Size : (2) 2x10 Deflection Overdesign : 395.6% Min. Bearing Lengths : = 1 ,50 in. (Left) . = 1 ,50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx) : 0,00 ft True Len (approx): Press Trtd, Wet Use. Final member OK by: 40.6% Actual Member Size: 3.00" x 9.25" 8.00 ft Controlling criteria is : Bending Reactions Final Member Additional Information Location Live Case Bracing Read For Maximums R, - Left R, - Right Max. Positive Moment: : 1 ,896 ft-lb 4.00 ft Main Span Full Strength: ..................................................:......-.--......................-..---••------..--..--....................- Live Load: 5851b 58511b Max. Negative Moment: : 0 ft-lb 0. 00 ft Main Span Lateral bracing +.............. .............................................................. required only at Dead Load: 36311a 363lb Max Design Sheari765lb 0.0Dft Main Span supports Total Load : 948lb 948lb Main Span Max. Downward : 0.050" / 0.081 " 4.00' / 4.00' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) ; Main Span Max Upward 0.000" / 0.000" 0.00' / 0.00, Main / Main Minimums R, - Left R - Right Deflection (Live / Total) : Live Load: 011a 0lb Cant. Down. Defl . Live / Tot : : N/A N/A N/A W/O Mid-Bracing: •--------.. .-'..............................................•------•'---- ' ---..... .... ..................-----•......--........ - 0. 6 or 1 .0 Dead : 218 lb 218 lb Cant U . Defl : (Live / Tot): N/A N/A N/A Bending Red'n: Net Reaction 201 lb 201 lb Req'd El, Not Incl. Self Wt. : 5.301E+07 Actual El: 2. 71E+08 0/ Live Case Causing Min N/A N/A Approx. Self Weight :6.95 plf Approx Tot. Wt.: 56 Ib Allowed Moment: Min. Calc'd Bearing Lengths: : = In 5 in (Left) = 0.75 in ( Right) 1 21667 ft-lb HOT TUB DECK JOISTS 19 C ProSeam Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 C�n,S�IRUCTIONCALC v5.01 curved Glulams, Dynamic loading not considered Comoliant with 2009 w 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law Intury and / or death can result from improper use of this Product, Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To scale. Pitch, if any, not shown) Beam I. D. : ROOF BM 1 5011 400 Other Info. : '200 c Main Span, L = 4,00 It 400 _ -goo Main Span Max. Allowed Live Defl: L / _ 360 _ _ ': = 0,13 in ° o Main Span Max. Allowed Total Defl L / 360 = 0.13 in oo 05 1 1 .5 2 2.5 3 3.5 4 . 5 Cantilever (Overhang) Exists? No V -zoo ?; Pitch if Sloped: 0, 012 1 -300 Span (ft) Load Duration snow: l .ls . 'I Loads From Continuous Member? No Add Self Wt. ? Qves QNo d? W t Press Treated? Cond? TempCond. For Wood and Sawn Member Repetitive Use? No ,. GluLams Only: Not press vented . Dry t 100 deg F & less Concentrated (Point) Loads Trib. Length, Live Load . Dsf Dead Load sf Trib. Width , ft. It, Live. Ibs Dead, Ibs Location, It Point Load A 25 psf 40 psf 4,00 It 14.50 ft 12450 lb 21320 lb xA = 2. 00 ft Point Load B xa = Point Load C Descrip'n, opfC xc = Point Load D Descrip'n, opt'L xo = Point Load E Descrip'n, opt'l: xE _ `_._...___.._...._..._..__........ Point Load F Descrip'n, opti: xF = Point Load G ; Descr 'n, o fl: xG = ................_. ..._........ _.... ._._... Point Load H Descnp'n, opts: xH . = L ................._......_.__............_. Note: Location Measured From Left Su ort 4x And Smaller (Lumber) 5x And Larqer (Timbers) Lumber Material Douglas Fir-Larch (North) _ I Timber Material Douglas Fir - Larch (North) Lumber Grade iNo, 1 / No. 2 . Timber Grade No. 1 71 Acceptable Solutions Acceptable Solutions (4) 2x8 (2) 2x10 3x12 6 x 8 List properties for what (3) 2 x 8 4 x 10 size lumber? 4 z 12 An asterisk Slf Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 SIf Wt=9.87 acceptable sol'n. 1 for what size? a 74 Fb=1479 Fv= 196 Fcp=625 E=1600000 Final Member Results Final Member Sawn Wood :Vj Bending Overdesign: 28.9% Final Member: 4 x 10, Douglas Fir- , Material Library enee=e From Mtn S zes That Cale. IWI Larch (North ), No. 11 No. 2 Shear Overdesign: 135,8% Final Size: 1400 Deflection Overdesign: 463490/ Min. Bearing Lengths : = 1 .50 in. (Left) : = 1 .50 in. (Right) Use Conditions Selected: Bearing / Buckling Overdsgn: NIA Vert Diff (approx): 0.00 ft True Len (approx): Final member OK by: 28.9% Actual Member Size: 3.50" x 9 .25" 4,00 ft Controlling criteria Is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums R, - Left RZ - Right Max. Positive Moment: € 3,786 ft-lb 2.00 ft Main Span Full Strength: _._...__....._............... _....._........._...._._..._=._....._....._.....__....._....._........_...__.._.. _........_....._._............_._................_...._ LiveLoad: 725lb 725 Ib Max. Negative....... ................._........:................_..._._.........__._..__...._..__..._.__.........._..__..._.......................... required only at Dead Load: 1 . 176 lb 1 . 176 lb Max Design Shear: 1 ,895 lb 0,00 ft Main Span supports Total Load: 1 ,901 Ib 17901 Ib Main Span Max. Downward 's 0.009" / 0.024" 2.00' / 2,00' Main / Main Live Case Causing Max N/A N/A Deflection Live / Total Main Span Max. Upward : 0,000" / 0.000" 0,00, 10,00, Main / Main Minimums fit - Left R - Right Deflection (Live / Total) ; Live Load: 0lb 0lb Cant, Down. Defl . (Live Tot): N/A N/A N/A W/0 Mid-Bracing: ................_............_......._..........._........_....._._..............._..........._.._....._._.... ...._....._....... _..._._._._. 0.6 or 1 .0 Dead : 7061b 7061b Cant. U ; Defl L( . ive / Tot),! : N/A N/A N/A............. Bending Red'n: . .. . . ...._....._.... .._......................_.__....._.._._...._._..... ....._._....._....._......._....._._.._._._ Net Reaction 696115 696 Ib Req'd EI , Not Incl . Self WL: 6.515E+07 Actual El : 3.69E+08 0% Live Case Causing Min WA N/A Approx. Self Weight: 8.11 pif Approx. Tot. Wt.: 32 lb Allowed Moment: Min. Calc'd Bearing Lengths: : = 0.87 in (Left) = 0,87 in (Right) 41879 ft-lb GIRDER ROOF BEAM 20 Bradley Engineering, Inc. 811 Yew St. Bellingham, WA 98229 CC: NUCTIONCALC PrOBeam vs.o1 ns nor curved Glulams Dynamic loading not considered, Compliant with 2009 do 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law Iniury and / or death can result from improper use of this product. Job Name: DEMMON RESIDENCE Load and Span Diagram (Notro scale. Pitch, if any, notshown) Beam I.D. : HEADER 600 500 Other Info. : A00 x Main Span, L = 5,75 ft Boo -..............._.__.........._..-...._._...._ goo Main Span Max. Allowed Live DeFl: L / 360 4 = 0.19 in 300 Main Span Max. Allowed Total Defl: L / 360 = 0.19 in 0 Cantilever (Overhang) Exists? No V -100 1 2 3 4 5 6 1 Pitch if Sloped: -200 Span (ft)0. 0 : 12 � � Load Duration Snow, 1.1 v Loads From Continuous Member? No 1 Add Self Wt. ? QYes ONo For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No qV Glulams Only: Not press treated . o y . too deg F & less Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead Allow Live Load Red'n? yes W Live, psf Dead, psf Width, ft Load, pit Load, pif. Load, pif. Roof Loads (not including snow) 25 psf 10 psf Roof Snow (only) 25 psf 0.00 ft - - Floor 3 Loads 0.00 it - Floor 2 Loads 10 sf - - - Floor Loads 40 sf 12 psf 10,00 ft 400.0 Wit 400.0 Ib/ft 120.0 lb/ft Wall Dead Load 10 pSf - Otheina load and trib. width - Additional 'plf Unif. Live Loads. ' Descrip'nr_opYL Additional 'plf Unif. Dead Loads. : -_. _ Descrip'n, opt_I: Roof pitch for LL Red'n Beam type for LL Load Subtotals 400.0 lb/ft 400.0 lb/ft 120.0 lb/ft Red'n Total Adjusted Uniform Loads wL = 400.0 Ib/ft wD = 120.0 lb/ft dookkkan 0. 0 : 12 All other beams . Combined Total Uniform Load Wu = 520.0 lb/ft 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-Larch (North) _ I Timber Material Douglas Fir - Larch (North) Lumber Grade I No. t / No. 2 . Timber Grade No. 1 Acceptable Solutions Acceptable Solutions 2x12 1 (4) 2x6 - (2) 2x8 3x10 - - an an List properties for what (3) 2 x 5 4 x 8 size lumber? 4 x 1z An asterisk _ Slf Wt=24.9 indicates a non- List properties Fb=1076 Fv=207 Fcp=625 E=1600000 SIf Wt=9.87 acceptable sol'n. for what size? a x 1a Fb=1479 Fv 196 Fcp=625 E=1600000 Final Member Results 4 ,3 Final Member Sawnwooa _ Final Member: 4 x 8, Douglas Fir- Bending Overdesign: 193.0% Material Library Choose From . Larch ( North ) , No . 1 / No. 2 ShearOverdesign: 93.0/ Final Size: axa Deflection Overdesign: 163.3% Min, Bearing Lengths : = 1 ,50 in. (Left) = 1 .50 in. (Right) Use Conditions Setectede Bearing / Buckling OverdSgn : NIA Vert Diff (approxy 0,00 ft True Len (approx): Final member OK by: 49.3% Actual Member Size: 3.50" x 7 .25" 5,75 ft Controlling criteria is: Bending Reactions Final Member Additional Information Location Live Case Bracing Reg'd For Maximums Ri - Left R - Right Max. Positive Moment: 2,175 flop 2,88 ft Main Span Full Strength: ............._....._._....._........_So' ...9......._._.........._._.....c....._._ _OPPOSES .. .. ..._....._....._._........_ _ _ _ .._ .._ .......... ....... ..... ...... ... . _._....._._....._...... Live Load: 1 ,150lb 11150 lb Max. Negative alive Moment: l0 ft-lb 0.00 it Main Span Lateral bracing I'd.._._....._....._._....._......._................_._.................._........._.......__..._._._ _.....-._....._........._....._._....._.....-.__...................._....._._...0... required only at Dead Load: 363 lb 363 lb Max Design Shear: 11 .195 lb O;00 ft Main Span supports _..._.._._...._. _ ............_....._. ........_..... ............._....... Total Load: 11513 lb 11513 lb Main Span Max. Downward3 0.055" / 0.073" 2.88' / 2.88' Main / Main Live Case Causing Max N/A NIA Deflection (Live / Total) ; ......._....._..._...__. lop............_..............._.._...............,....._......._....._........_....._....._........._........_........_..............._.1..0..._....._................. Main Span Max. Upward i 0.000" / 0,0001, 0.00' / 0,00, Main / Main Minimums Rt - Left R - Right Deflection (Live / Total) ; ......._..I'll Pat_._...........�I",.........k.kI(._...._._......�.:End............_........-_._..._._.._.._...._..............__.._._.. _.........._.........._......._....._ 9 Live Load: 0 Ib 0 Ib Cant. Downdkk. Deft. Live / Tot : N/A u M NIA NIA WIO Mid-Bracin : ._....... _ 0.6 or 1 .0 Dead : 218 Ib 218 Ib ......_. Cant 11 SEEPS�Defl (t / Tot) NIA N/A N/A Bending Red'n: .._ ......__...._._....._._. SEES._.... .. Net Reaction 207 Ib 207 Ib Req'd El , Not Incl . Self Wt.: € 6.673E+07 Actual El : 1 .78E+08 0% Live Case Causing Min NIA N/A Approx. Self Weight: 6.36 pif Approx. Tot, Wt.: 37 lb Allowed Moment Min. Calc'd Bearing Lengths: 1 = 0.69 in (Left) = 0.69 in (Right) 3,247 ft-lb HEADER i 21 TM Bradley Engineering, Inc. 811 Yew St. Bellingham , WA 98229 Cis aRUCTIONCALC ProBealln vs.o1 mpo an • I op an000ttOM Must e 11RCIA11V SUDDOrtedat supports ang at 4ort max Intervals inations nor curved Glulams. Dynamic loading not considered, Compliant with 2009 so 2003 IBC All designs should be checked by a competent professional All users shall comply with State Engineering Law. Iniury and / or death can result from improper use of this prod Job Name: DEMMON RESIDENCE Load and Span Diagram (Not To Scale. Pitch, if any, not shown) Beam I.D.: REC ROOM BEAM 2,000 Other Info.: 11500 §00 Main Span, L = 15.56 ft .....III Main Span Max Allowed Live Defl: L ! .360 = 0.52 in °, Span Max Allowed Total Defl: L / 360 ; = 0.52 in 0 Main S P 2 4 6 8 10 12 14 16 18 -500 Cantilever (Overhang) Exists? No 1 ,000 L Span (ft) Pitch if Sloped: Load Duration Live: 1 .00 Loads From Continuous Member? No Add Self Wt.? yes Q No For Wood and Press Treated? Wet Cond? Temp Cond. Sawn Member Repetitive Use? No . GluLams Only. Not press treated Dry 10D deg F & less Partial Uniform Loads On Main Span Only Tributary Comb'd Load- Start Point. Live Load, psf Dead Load, psf width ft Live Load, plf Dead Load, plf 0 ft End Point, ft Partial Load Al40 Psf 12 psf 10,00 ft 400.0Ib/ft 120.0Ib/ft 520.0Ib/ft 0,00 ft 3050 ft Partial Load BI 40 psf 12 psf 12.00 ft 480.0lb/ft 144.0Ib/ft 624.0 Wit 3,50 ft 11 , 00 ft Partial Load C1 40 psf 12 psf 10.00 ft 400.0lb/ft 120.0lb/ft 520.0 lb/ft 11 ,00 ft 16, 60 ft Partial Load D _Descrip.n, opYl: - Partial Load E Descrip.n_ opt) Note: Start and End Points Measured From Left Support 4x And Smaller (Lumber) 5x And Larger (Timbers) Lumber Material Douglas Fir-Larch (North) Timber Material IDouglas Fir - Larch (North) � Lumber Grade No. i / No. Z Timber Grade No. 1 Acceptable Solutions Acceptable Solutions - 12 x 12 6x16 14x14 List properties for what 8 x 14 16 x 16 size IumbeO 4 , 120 ; An asterisk * 10 x 12 Slf Wt=24.9 indicates a non- List properties Fb=935 Fv=180 Fcp=625 E=1600000 Slf Wt=9.87 acceptable sol'n. 1 forwhat size? a x to Fb=1286 Fv=170 Fcp=625 E=1600000 Final Member Results Final Member Parallam 2.0E PSL „ Bending Overdesign: 92.9% Final Member: 7 x 11 -1 /4" , Material Library Choose From Min. Sizes That Calc. � Parallam 2.0E PSL ShearOverdesign: 269.1% Final Size: r x n-t/a' Deflection Overdesign: 7.1 Min. Bearing Lengths : = 1.50 in, (Left) . = 1 ,50 in. (Right) Use Conditions Selected: Bearing / Buckling OVerdsgn: N/A Vert Diff (approx): 0.00 ft True Len (approx) : FFinal member OK by: 7,1 Actual Member Size: 7" x 11 -1/4" 15.50 ft Controlling criteria is: Deflection Men Reactions Final Member Additional Information Location Live Case Bracing Reg'd Far Maximums Rt - Left R - Right Max Positive Moment; 18$633 ft-lb 7,75 ft Main Span Full Strength: Live Load: 31419 lb 31381 1b Max Negative Moment: 0 ft-lb 15.50 ft Main Span Lateral bracing If--------------------•.,,......_.................. ,,....-,.,,......•••••...........,.....,.,Menlo---..................... . : required only at Dead Load: 1 .216 lb 1 .205 lb Max Design Shear 4, 1ql .Mo25 lb O.00 ft Main Span supports Total Load: 4,636 lb 415851b Main Span Max. Downward ; 0.356" / 0.482" 7.75' I7.75' Main / Main Live Case Causing Max N/A N/A Deflection (Live / Total) : Main Span Max. Upward: O.000, / 0.000" 0.00' / 15,50, Main / Cant. Minimums Rt - Left R - Right Dell ction (Live / Total) : Live Load: 0 lb 0 Ho Cant Down, Defl. (Live / Tot):: N/A N/A NIA W/O Mid-Bracing: 0.6 or 1 .0 Dead : 730 lb 723lb Cant U Defl: Live / Tot : :N/A N/A N/A BendingRed'n: Mellon Net Reaction 615lb 609lb Req'd El, Not Incl. Self Wt.: ' 1 .488E+09 Actual El: 1 .66E+09 0% Live Case Causing Min N/A N/A Approx. Self Weight: ?24.60 plf Approx. Tot. Wt: 381 lb Allowed Moment: Min. Calc'd Bearing Lengths: : = 1 .02 in (Left) = 1 .01 in (Right) 351940 ft-Ib REC ROOM BEAM Fyrrce, Groc From Herrigstad < dale@herrigstad .com > Sent: Friday, June 15 , 2018 9 :00 AM To : Fyrrce, Groc Cc: Tim Irvin; Brian Johnson Subject: 2518 W 2nd Street Foundation Survey Layout Attachments: 3518 W2nd house Foundation Survey 6 - 15 - 2018 . pdf; dale .vcf Groc, Would you forward this to the other building inspector if you need to . I staked out the subject property and the letter for the surveyed layout is attached . Tim and Brian , Please have a copy of this letter on site for the foundation inspection . Thank you , Dale Herrigstad PE , PLS Herrigstad Engineering and Surveying 4320 Whistle Lake Road Anacortes, WA 98221 360-299 -8804 1 HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering & Surveying 4320 Whistle Lake Road Dale Herrigstad, P.E . , P .L. S. Anacortes, WA 98221 (360) 299 -8804 June 15, 2018 Groc Fyrrce City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 3518 W 2nd Street, House foundation survey layout. i This letter is to inform the building department that I staked out the foundation of the above referenced lot after excavation and prior to concrete foundation footings have been poured on June 14 , 2018 . House corners were set with hub and tack or nails at the comers of the house foundation. See attached drawing for approved site layout. If you have any questions or need more information please let me know. Sincerely, Dale Herrigstad P .E . , P .L . S . dale@herrigstad. com - - a _ ,44a1sm<ISO'RISC "$431100:'31IS 3J`dd u3A00 V NVId @ eo r a 30N3aIS3li NOWW3a 3d�dOSdNVI 'S 311S oo e Q 3 „ W � r —6 `o ax3msaa ayuv_ arHIS yrna oe MDM" JM kbOlf w m wu�ssus+.v nanummaa raunmaa3°ra p90 W ' Z AS Of _ a a s ° g@ayk w s 4 is q d c t xx yzIL 33 W 3 g w w z Q $ ° : p � "4 "a gg8 OU ¢ � ' u. °� i ., y r733w W 03 933{{@$@a pOSS gg 3 " 4 � s3°a U E - S LL � Q Owns L Z a 5 a ¢ ° ° GypB 64 fpps t5 F � e g9g a ¢ , W m a d o d rc u m aia �E W � ae3a t. `o° §l. s � c a s z � rcFg $ � a WON5 n n rc as `u u u a . aaaE � = g = mWw p G 5 � uL � z x oy it a I WEd I U N g ` z fD ~I , ail tt SL.,.., VOTING tit t b BYES W W — 3 N z 0 y Z uj F H o O y. u1 z ° a w Z ION to _ N O N pgg ^ ae36 s s 2 z m z w g N a° ¢ �a uj a � t .uI < F 3 s ` ,` � : F Al O s Y@4 fp W9 g$� pp es � ' p ° s95 ' � $ F- W o ` O 0 Q � O €�°oe 5s z as wl� o 2 t jktt 61 N J z o E2e : � a mEt O s ° < ? eg ^ } � atlr F 5 >w ��- s � L > a z s O : ` 2 Z m$ a U Y 3. ae (7 - ae a3 , § 6 2 V V p a z ssx � O 011 �s ° k W €€ RIs3 W Q w i z si - wZ 3� a ¢ � < a W w as . p sae § §'ski 2 Qto z Q w � m � w a 3 aC � o Ht ¢ O 2 sg g 6 .a£ a w z s s v MQ a pm c7 p wz G1S 0' � Ty Wly Title t' mcrF r Calculated by L 0 Y WAT5'ef\1 DATE Wt S — �� `,( S Checked by DATE ~ Sheet ' of SCALE / CC Jet h _ Nit. ILT III 7 1 i ! ! I dill vm T y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 Office Location : 904 6ch Street, Anacortes WA 98821 COvL, Phone : (360) 299. 1984, Fax: (360) 2934938 Please use this farm to submit revisions or additional information to your permit application• Permit [Project Date : 12y i U Project Name : �' yv�vy� c� y l2 LS P� « Project Address : Project Contact: j iM 'V) (kV IL--t'/;7 Company Name : Contact Phone : ' U Contact Email : , ; � �' S ' Has the permit been issued yet? ❑ Yes ErNo All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittall revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept. ❑ Fire Dept. C�Stormwater orf ublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : Are you submitting a full replacement? ❑ Yes a'No If not what page # is being replaced ? Two full sized copies of all revised /additional information is required . Has this been done? C'Yes ❑ No Two 111 -X 17" reduced copies of revised site or floor plan is required . Has this been done? 0 Yes ❑ No Check the � � , additional information can be found . Site Plan ❑ Building Plans ❑ Structural Plan ❑ ELandscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ eport ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) ❑ Mechanical Plan ❑ Plumbing Plan ❑ Other: ��v l r r PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT fi. RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 IC,O! Oj ce Location : 904 6th Street, Anacortes WA 98821 Phone : (360) 2994984, Fax: (360) 2934938 Please use this form to submit revisions or additional information to your permit application. Permit /Project # ; - ?� D 1 to ` 0 Date : ( r� L Zo f U Project Name : 7 L' .wv ,KA eg R es Al eA.-cc ._ 4e� Project Address : 3 y1 by J `A, � Project Contact: i 'N D Ltt/ ( L` Company Name : Contact Phone : 3 Z; o q b 2 — D 73 s Contact Email : . ,- (a, Has the permit been issued yet? ❑ Yes R"No All revisions must be either clouded or hiLyhlighted & wet stamped by an architect/ engineer (if applicable) . Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept ❑ Fire Dept. �tormwater 53�ublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : AC Are you submitting a full replacement? ❑ Yes R'No If not what page # is being replaced ? _ Two full sized copies of all revised /additional information is required . Has this been done? 2 Yes ❑ No Two 11 ' X 17" reduced copies of revised site or floor plan is required. Has this been done? El Yes ❑ No Check the box next to the type of plan , report, or calculation where revisions or additional information can be found . Er Site Plan ❑ Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) 0 Mechanical Plan 0 Plumbing Plan ❑ Other: PLANNING, COMMUNITY , & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 4co Office Location : 904 6th Street, Anacortes WA 98821 Phone : (360) 299- 1984, Fax: (360) 2934938 FPlease use this form to submit revisions or additional information to your permit application. Permit /Project # : l . 010 Lo `�8 . , onDate . ( lvl Ziy I U Project Name : -e vv� wt." Re S &Putc- -e- Project Address : '3 y1 v l. 1 �'� Project Contact: ) .i M 'D ky Icj�- 1,17 Company Name : Contact Phone : I� D q 2 ` O k S Contact Email : ; U (�� i Gu C� � S �� ti � ` A ~ �" � Has the permit been issued yet? ❑ Yes [ENO All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept. ❑ Fire Dept. [`Stormwater [ifublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes . A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : Are you submitting a full replacement? ❑ Yes 2 ' No If not what page # is being replaced ? _ Two full sized copies of all revised /additional information is required . Has this been done? 2 Yes ❑ No Two III X 17 " reduced copies of revised site or floor plan is required . Has this been done? C Yes ❑ No Check the box of dd itional information can be found . Er Site Plan ❑ Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage CalculationrE0J Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan Survey (Boundary /Togo ) ❑ Mechanical Plan ❑ Plumbing Plan Other : bZ . tcv • � � •• �v� `7 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT y o NTIAL BUILDING PERMIT APPLICATION •ling Address : P. O. Box 547, Anacortes, WA 98221 �; MC ace Location : 904 61h Street, Anacortes WA 98821 ?coyx DEC 15 2011 Phone : (360) 293 - 1901 , Fax . (360) 2934938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT AD RESS (Street, S ite #) : Parcel(s) # : Subdivision/Lot # : Project Valuation : $ APPLICANT : �G r�� Phone : Fax : � l ,0 /Zii&�Vlx �Ad ess Str t Ci tate Z ' � E-Ma Address : . O. ( K � O , ) �9�'.?� r vas 01NuZr** c GS . Cv1-�! ]PROPERTY OWNER : Phone : Fax : 04a t000ll 4,00M 01 ,0vu Ab �71 ? W &z oxcxor)// Address fStreet, City, State Zip) : E-Mail Address : d oO ( i'�+ rZ *-•'�l� i�ve �'?B S� / larYdo S � Co�"� ca-j7—, •U'�� CONTACT PERSON : A" Phone : Fax: el/Lnt- / Address ( Street, City, State, Zip) : E-Mail Address : LENDING AGE=N Y : �� Phone : Fax: s;ev Address (Str t, City, State, Zip) : E-Mail Address : CONTRACTOR: * Ph wo Ad ss ( Street, City State, Zi E-M, ail Address : AwAoxyto Professional Licens # Exp . D te. *All Contractors & Subcontractors must have a valid City of Anacortes ot6tft�5 7 / P? 5 /! 7 business license prior to doing work in the City. Contact the City 's Business License #: Exp . Dat Finance Department at (360) 2994968. 0 2 ?, , PROPOSED W( FA0 PROPOSED FOOTAGE * Basement SQ ' : 7 Finished Basement: ❑ Unfinished Basement 1st Floor SQ ' : � L if 7 Garage /Carport SQ ' : 2°d Floor SQ ' : /V Deck/ Covered Porch/ Patio SQ ' : 16 oZ Fire Sprinkler : Yes ❑ No _ Lot Area SQ ' : JVC) Is construction associated with an accessory dwelling unit? Yes ❑ No I declare under penalty of perjury that the information I have provided on this form/application is true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes . �� 6 � Owner ❑ A s entA eci /&� Print Name : g ( p fY) � Signature : ays Date : l��l d-'ll Page 1 of 3 ANACORTES PUBLIC WORKS DEPARTMENT Y&OWF Steven Lange , Project Manager P . O. BOX 547 , ANACORTES , WA 98221 PH (360) 293- 1920 E-MAIL : stevel@cityofanacortes. org FAX(360) 293- 1938 `y Memo Date: December 20 , 2017 To: Paul Ingalls , Plans Examiner From : Steven Lange if2 Subject: Site Plan Review #1 for 3518 West 2nd Street cc : Eric Shjarback , Justin Symonds The submitted site plan for 3518 West 2nd Street was reviewed by the Public Works Engineering Department on December 20 , 2017 . • 12- 15 - 17 : Submittal to Public Works Engineering • 12-20 - 17 : Public Works review and memo back to Building Department See attached 20-scale vicinity map . The following comments are provided : • Record of Survey : • Project needs a record of survey , or; • Find 3 out of 4 corners from the 1994 record of survey (AF#9406230071 ) • House needs to be mirrored on the lot to get the driveway along the easterly boundary of the property . Driveway location and width shall follow the guidelines in the current EDS Standards , Chapter 3 — Streets , Section STR-28 . See attached vicinity map for example . New driveway entrance will be a Type 1 , per WSDOT Standard Detail F-80 . 10-04 . See attached . Abandoned curb cut , if any , shall be replaced with Cement Concrete Traffic Curb and Gutter , per WSDOT Standard Detail FA 0 . 12-03 . See attached . <� 40 ; �i • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation • Equipment • Capital Projects • Development Services q`Jp \ / U1 5 r \ \ . O . N . L . , o \ 8 ' MIN . 15 ' MAX . TRAN ibbN L \ i tit\ ( M . E . F . ' . pFt1� PNpP�p 77 r J J J 1 - 115 � 1 � � � � N:Kp 47z o: we627c zN ° s ( 3 ) STREET STANDARDS JULY 2011 1 . Cold mix asphalt is used as the temporary asphalt surface layer. 2 . A Performance Bond is provided to the City of Anacortes that is the cost of repair (See AMC 12 . 08) x 150% . 3 , The Contractor is responsible for all maintenance and repair during this period. STR-27 CITY-OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right-of-Way Permit to install underground conduit in the right- of-way. See AMC Chapter 12 . 08 — Street Excavation Permit Requirement Install 18-30 inches deep within ' and parallel to the right-of--way . 4-inch diameter solid wall polyvinyl chloride ( PVC) pipe conduit conforming to ASTM D 3034 SDR 35 , installation under roads and high4raffic locations , i . e . , parking lots , require Schedule 80 PVC pipe . Maximum 500 feet long conduit between junction boxes/vaults . Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 . Conduit ends terminate at Type II junction boxes conforming to WSDOT Standard Plans JA 1 a . or other approved underground vault equivalent to 466 -TA Splicing Vault ( Utility Vault Co . (800) 839 -3500) with inside dimensions of 3 ' -5"W X 5 61 X 5] - IWD . The contractor must submit conduit and vault as -built drawings showing the right-of-way and property corners , offset dimensions , depth of installation , conduit diameter , and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled " Caution Telephone CATV. " STR-28 PROPERTY ACCESS STR-28 . 1 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Line 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length t6 50 feet Intersection , *Maximum Width at Street 20 feet 430 feet Residential `**Commercial < _ Right Turn Only at Signalized Intersections 250 feet < 125 feetArterials Collectors Right4n -Right-Out Only When Safety Warrants * Driveway cuts in sidewalk required ** Unless topography or traffic volumes require wider. CHAPTER 3 STR45 w z zoo C az < za> k0z Mwo z V o � � 3 zC m � � g Uw d HZ � p z > f. woa ww jwmr wm �aa owm � zy 3M < wrc o yvw �!� W w wee i"u co r aw <V ' Od Gdr VA Z ~ Z x m -gg' - E oy M < 0 o ('a N < F OWNgm M w 8 .+ N / a F � � C.. �: 2 � � V r d O LL a 3 N o nv o w > ~ Qfq O .a N o N w vd ��ds 4<05' W ; W w a c. o - 4 Wd mos mLL * o Cdu1 O o o F 11► o. w C� m O zo w w � F. �q W F W 02 Um U Q' wY WY ¢ F 0 ww ww z w CM W3 W3 Ks k5 w ----- -- 0 ---- z CW. W g o g o w m w q }} M z IL Wr ¢ r N W Q g O 'k "III CiL w c06 Ozz W W N � � U I rz a o m ` CD > W W J zg � W i(1 KY y ¢ KQ twp Q Oa m O i 0O Oa � > O Ur I. N 0a � 'K � w W 0 W ` ZZ W jC z } L- 1 aN J UU R' jL I 4c ww Zz r N K ? O ?m WF r2 N C = 1 KW n Uw O LU c O W e \ N 0 L-. •m-, N N N Ol a � vit � >. ac o � :n � =d0Z m m 'S d5C `v «X �a.z N C O cm mCo v> � o � my � 0 � o ' y mt = n E E ca O C In 0 AU ON L C m f OU z g � o c0xEor Yd \ ma 1. 0 ww wx mm U " 3 ten. c 3 c � :� 0 a c tj � 2 � v 0 ° ; > o {{Lpp ckEZ > N � F dnm UW 00 V C cr+ h Uv wV N = cU 2° O v H ww Z O W Z N .O U m w w = O N r 0 m N C O Fu E 4 W O ] Z W 9 C0 .30 �jjW � .� "O � O C L mw ZU W- 0W. U KW X ^O Eva dU) oC m0 wN + mN i g > � OW zU Z UN m � � '90 0 Ul 2 O N C C E N as >. & OM 0 Ow w ZOZ rL+ c O Q � O m N `k Y 'O W C -O N N m Cl Um w Uw vbomT� Qi e•� c � me ¢ m 3 � m m a m - U S0S rk ?: MLL m ll.. 0 -� �.N W O aL O) a CL C > � 13 Wf7 >.yCN � Ctw cC R' mymL 'N' 0 OC QmW JU U m - t0 m m N m •- O m a. m - n- W + jw WZ 30. N O. N DU Wt C2N X OOC 0d WQ ¢ UQ Z UQ > C •p .L.. •O � N OI �`+ � � c � Eui m .U. mV WFm m Y 0 -p N C t0 C N C Vi Q C m G _ Z ¢ fAW N O C >I C M 'N N O C� m 0 U m C1E 0 C � r¢¢ � W wi xW ..Lr 'N •� mm .� � OfO O. m UiN mNq0y r0 � CO arWO Ki O rm NJ mN mL0 N a � � 00 Na m � � � aa) O.lo O,� rf�') W UFW- axi uJ 3 •o iq L) 0C) Q> `o � � FL- �Lm- 2 � � o mtn rmr z O o (Do zzz r Z � U z �i ai v ui s6 mO I OWjO a UaU ww0 U x i W ZVa ¢ a WW M 000 Uw0 wkm 0 r� m ¢ F 4 ma mo 0w0 o Www. ow U w w O ¢ KQ woz \ � 1— gz0ax ZCDaw Z z aW � O w Oa _ QOZ U ¢ N. i \ w J Zm O ¢ x�( ¢ d V Q � 7 Z _ K 'K WZ Q. * U n: m ¢ rz n W 1 U N o z m I'dA� O W ' Z ° \ 0 wgig z w g „, 0 a d m \ y m Q Q I— F o jt ¢ ?N ¢ Z ' Q w - w r a- w r w0w O y � N Zzw w O U O < z W Q Qf D. Z u (7 W - --- Zw � - -- --- - a } ¢ U W ❑ z z W . \ mN J F > W F � OO o aa `•. N a s Z W �' y w / W N w to w r > o M F a < � ruo w io w x �'dAl) Z zo w 2 z ti w w ¢ w „9 rz U rz LL�� z (Uja m z Wm - (0i W1 �� wF 0W cw w w m ¢ U w N T w x m `� Q C 1 Y 0 Wa Kp, •ICI `G W W 2¢ 0 UN C it 05 w mm m H ¢ O � 0 UY � m d 0 � mLL m rQ w Ka W WO z� �..'- am MW wm 1190011 NIM ;A9 NMV80 0 W V r a s f. 0 d � kw sae < W all ° e ow Z = = "moo z oc �: 1- 0 -2 Opw 'R' > ti O �', N V F a'1 w _ mw V w ¢ AV �' dd °p Z Z Z mEm E � a '3 0 3w Ny mw ZN a :, w ` 6 Wm Z pOw E"' mm < um', `o W M INCj LL Kam ^ 0 0 UU f Z � O d 1 • Vr' QM F p w 5 wO w m vd' �yds 4�n` ' W 3 W dr w o w ` w @ Wd m w o O R ¢ a W O a ¢ cFi � ., e O v �. j o � W z moo H . J '1► WZ6 p NOO w ¢ Z F W � CDU wm Q d 7 W7w W H ; N.I m DUN 9 U Q } Z ~ s N a ¢ OVfJ1N00 33S) Pw = ¢v¢ ~O w w a tl z Zo O w w O F w ¢ m U u1 z ('dAO w a N dig ¢ V- Z w ¢a `° an p z � w Z a `i' a p w w ? w \ U� }0 Q > ZZ o ¢ a z ow W ¢ ¢ Xm O a W W VI Zw }- ap ¢>> \ WJ Q W pa ruv III w IL Ww ZW } � • W UU z W W � fL) U � U Zw G>IZ K � SOSQ = OCDM Z � Wf ww 0 , , 1 > r UZ ~ wa} ww ON OIM z W IL .Yiz - Z ¢ O ZC Oa y O Z N F- o 3U � Kw' >- W op w wO t. p MIX UU `. O Z � jo ' LL mm N LU U2 Z = ¢ a ¢ w a � < a ao 3 < ¢ y 0 iw 0 a w w r o m IIIiV G W m M y io a w U C> mz N J ¢ U \ Zk � OHL1N00 339) ! D 0 N w a �y mww F W U U LLI ¢ (=9 = _ W_ ¢ J ¢ o. 4 IL > Z ¢ � Z } U WZW p OW > } o w o g ~ p ¢ N �—' Q U p U a 1 ZO jt-I m = N W U U \ M a / o w a � N LU a. z 3 ¢ — w JCd;A.JL) w p o Z a ~ O 2 � IL p " h � � ril O �� U) ih > n \ w = p U w ¢ w \ mN y w ILL H III W * � �2 2 � Z Fo " ¢ O W u ¢ Oa UZ pN Um ~ ¢ i O_ O ¢ mz Vy � R O WLIJ o oC ^ ' m ¢X ¢ c ¢ VIL 113 F zw tX ww ¢ w ? p - a - - � w2 - N >> Z Wzn w .- ww UVNLN,r ? pN m 1130011 NN33 :AS NMVHO O p F � a - �,Q t� �{, aQZz=' W µ N,.� 4'P Py yt� m a a t W , w try r } nq mi o xs IL b F= z 4�* � V.. d W o K w fi a >1 < �f LL o Fa 0 = o 0ycNJ - �Mao Q . 4 ° ° V Qc z z v LA f ro z Fa Z 3 Wc c=i > o o O D C o / ~ U mvmm 2 y Z �zU z < LL - Q = m Z � d ° 03 O OQ 9 W LL Q z K cc LU E . 4 Jul U) a LL c W U > W o � pLU U a rJE w U u. LLN ti W0N2lj S31LalUMA 0 wi 6 v w .- i J w lu K z o r w 90 Q NIP g Z Lit R wW o4W V Q ociow QZ 0 Z6' 3 ° LU a z W f as a � d W a o K Z Z U = ID SW m� O < 4 W ° . U 9 r ll w d y W LU O L o zQz ° 0 d W AC LL 5 z Z Z oc U w rc MW tD O W 94 Ua' ¢ z W � r Z � ? A . W m Alt) 41 _ W U U U NEW U LL SKI um m m r W z '-- �-- W W law 1111uuuu � 2 W OVp Vei UOY LL, Q ZJ � Own O 3 w4i w $ m r <3 V) tea W Qm ° ' zz to o W LL' — wv W 0 a o < fl 9 .8 ' U o 0 U w W Z a tr 1 0 ~ O £ LL ? y cLUW U e'Qf I ' r = Z F W .9 W U .9 07 Z 00 - 66mm � U N o W � W W 60 ° � � m OD � . coi ° 4 _ Ulow w W � 5 U = �' LL r U > w m U J / W U _ .�—. Q U r � LL O Mir z m O 3 o rc o LL Qm No LL _ to o 0 � 16130an Naas tie Nnnvaa DEC 15 2017 Planning , Community , & Economic Development DepaggynQEA (VACORTES PO Box 547 , Anacortes , WA 98221 PH : 360 . 299 . 1984 �1 IMP o � . 13 Elements of SWPPP ( Construction Storm » titer Pollution Prevention Plan ) Please check off boxes to show that each element has been read and understood . Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify . Details of the 13 Elements and the correlating BMPs are listed on Pg . 236 of the 2014 Stormwater Management Manual for Western Washington ( SWMMWW ) . A link is provided on the City of Anacortes website, under Planning, Community, & Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work' s page . ' Owner Name : A" / Site Address : ' Prepared By : AcrAm 6 The Stormwater checklist or building permit determined that : El The 13 elements must be addressed for (ICY These elements must be addressed for construction activity adding under 2 , 000 construction activity adding 2, 000 sq . ft . sq . ft . of hard surface area . or more of hard surface area . This means that an attached narrative and site plan are required with this document . Under each element, explain the best management practices ( BMPs ) used or justify reasoning for those that will not be used . If needed , please attach a narrative to further explain plans or justification . ELEMENT 1 : Preserve Vegetation / Mark Clearing Limits t9� Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits , sensitive areas and their buffers, and trees that are to be preserved within the /construction area . B' Retain the duff layer, native top soil , and natural vegetation in an undisturbed state to the maximum degree practical . Q j v J d7 ; wNa. a 14 rage 1 of u March , 2017 ELEMENT 2 : Establish Construction Access Limit construction vehicle access and exit to one route, if possible . Y�Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking onto roads . Ae/Locate wheel wash or tire baths on site , if the stabilized construction entrance is not effective in preventing tracking sediment onto roads . 0' If sediment is tracked off site , clean the affected roadway thoroughly at the end of each day, or more frequently as necessary ( ex : wet weather) . Remove sediment from roads by shoveling, >�weeping, or pick up and transport the sediment to a controlled sediment disposal area . onduct street washing only after sediment is removed in accordance with the above bullet . ®' Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State . ' Pr nwe � vn 5C �4G1(I SrC�n3Y7� ti�iUn p � 1 �1 � ` � ba IIP �� I�RI N , l >� ELEMENT 3 : Control Flow Rates t Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow to of stormwater runoff from the project site . VO Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading . Assure that detention facilities function properly before constructing site improvement ( e . g . impervious surfaces ) . ❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase . P/ 14 arse lue' CaM � n ELEMENT 4: Install Sediment Controls Design , install , and maintain effective erosion controls and sediment controls to minimize the /discharge of pollutants . L, Construct sediment control BMPs ( sediment ponds, traps , filters , etc . ) as one of the first steps in rading . These BMPs shall be functional before other land disturbing activities take place . Minimize sediment discharges from the site . The design , installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation , the nature of resulting stormwater runoff, and soil characteristics , including the range of soil particle sizes expected to be present on the site . Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP , before the runoff leaves a construction site or before discharge to an Page 2 of 8 March , 2017 infiltration facility . Runoff from fully stabilized areas may be discharged without a sediment �r moval BMP , but must meet the flow control performance standard in Element #3 , bullet # 1 . e� Locate BMPs intended to trap sediment on -site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off- channel areas or drainages . C� Provide and maintain natural buffers around surface waters , direct stormwater to vegetated /areas to increase sediment removal , and maximize stormwater infiltration . ? Where feasible , design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column . FeA ele r �/]- L4 6r lnn r? /� r1)� Z 5t , , m✓! I ✓! a a -'r v1 ELEMENT 5 : Stabilize Soils Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion . Applicable BMPs include , but are not limited to : temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide ( PAM ) , the early application of gravel base early on areas to be paved , and dust c trol . lot Control stormwater volume and velocity within the site to minimize soil erosion . Control stormwater discharges , including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion . Cooe Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion . o During the dry season ( May 1 — Sept 30 ) : 7 days o During the wet season ( Oct 1 — Apr 30 ) : 2 days �5tabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast . `Elo�'Stabilize soil stockpiles from erosion , protect with sediment trapping measures , and where possible , be located away from storm drain inlets , waterways , and drainage channels . 4 MMinimize the amount of soil exposed during construction activity . L,e Minimize the disturbance of steep slopes . Ainimize soil compaction and , unless infeasible , preserve topsoil . 2u J' + TJ ( ® I W M r l ELEMENT 6 : Protect Slopes L0000 Design and construct cut - and -fill slopes in a manner to minimize erosion . Applicable practices include, but are not limited to , reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces ( Ex : track walking ) . Page 3 of 8 March , 2017 „ Brvvert off-site stormwater ( run -on ) or groundwater away from slopes and disturbed areas with interceptor dikes, pipes, and/ or swales . Off-site stormwater should be managed separately from rmwater generated on the site . At the top of slopes , collect drainage in pipe slop drains or protected channels to prevent erosion . u * Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10- minute time step from a Type 1A, 10 -year, 24- hour frequency storm for the developed condition . Alternatively, the 10 -year, 1 - hour flow rate predicted/ indicated by an approved continuous runoff model , increased by a factor of 1 . 6, may be used . The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits . For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates . If using the Western Washington Hydrology Model ( WWHM ) to predict flows , bare soil areas should be modeled as " landscaped ” area . o Where 15 - minute time steps are available in an approved continuous runoff model, they may be used directly without a correction factor . VPlace excavated material on the uphill side of trenches , consistent with safety and space considerations . lace check dams at regular intervals within constructed channels that are cut down a slope . Kov� Eonsider soil types and its potential for erosion . abilize soils on slopes , as specified in Element 5 . L9� BMP combinations are the most effective method of protecting slopes with disturbed soils . Ex : Use both mulching and straw erosion control blankets . 5 �0 .4 Si e� Oo _ 5 0,P C 5 e Gkm + eT 4G5 rt'_cr amty PAal✓tP IKS �ZCAeAWJeV ELEMENT 7 : Protect Drain Inlets ')4-o� rotect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment . Qoo�Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage ( unless a different standard is specified by the product manufacturer) . X;/0dhere possible , protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment . Keep all approach roads clean . Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State . �nlets should be inspected weekly at a minimum and daily during storm events . t c n Page 4 of 8 March , 2017 ELEMENT 8 : Stabilize Channels and Outlets 44 Design , construct, and stabilize all on -site conveyance channels to prevent erosion from the following expected peak flows : o * Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above . 0 Provide stabilization , including armoring material , adequate to prevent erosion of outlets , adjacent streambanks , slopes , and downstream reaches at the outlets of all conveyance ystems . The best method for stabilizing channels is to completely line the channel with a blanket product first, then add check dams as necessary to function as an anchor and to slow the flow of water . . LLA i 0 l ' I � rIF ELEMENT 9 : Control Pollutants pfUesign , install, implement, and maintain effective pollution prevention measures to minimize /the discharge of pollutants . n Handle and dispose of all pollutants , including waste materials and demolition debris that occur site in a manner that does not cause contamination of stormwater. Provide cover, containment, and protection from vandalism for all chemicals , liquid products, petroleum products , and other materials that have the potential to pose a threat to human health or the environment . On -site fueling tanks must include secondary containment . Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment tructure . Double-walled tanks do not require additional secondary containment . Conduct maintenance , fueling, and repair of heavy equipment and vehicles using spill prevention and control measures . Clean contaminated surfaces immediately following any spill incident . Discharge wheel wash or tire bath wastewater to a separate on -site treatment system that prevents discharge to surface water, such as closed - loop recirculation or upland 'land application , or to the sanitary sewer, with local sewer district approval . Wheel wash or tire bath Pfk? astewater should not include wastewater from concrete washout areas . Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwat_er. rWnoff. Follow manufacturers ' label requirements for application rates ' /end procedures . /�—J�//f�� i� Use BMPs to prevent contamination of stormwater runoff by pH - modifying sources . The sources for this contamination include , but are not limited to : bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes , dewatering concrete vaults , concrete pumping, and mixer washout waters , Adjust the pH of stormwater if necessary to prevent violations of the water quality standards . Page 5 of 8 March , 2017 ssure that washout of concrete trucks is performed off-site or in designated concrete washout areas only . Do not wash out concrete trucks onto the ground , or into storm drains , open ditches , streets, or streams . Do not dump excess concrete on site , except in designated concrete washout areas . Concrete spillage or concrete discharge to surface waters of the State is prohibited . Do not use upland land applications for discharging wastewater from concrete washout areas . ❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH . P114 woody debris may be chopped and spread on site . �onduct oil changes , hydraulic system drain down , solvent and de -greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures, such as drip pans . Clean contaminated surfaces immediately following any discharge or spill incident . Emergency repairs may be performed on -site using temporary plastic placed beneath and , if raining, over the vehicle . QA Q 1/ r l P r 1 � y x i CAUJ 1- 'f IV G leaW f guvL 4hie to kf3irx's` � IoUu � ELEMENT 10 : Control De - Watering 9'EN Discharge foundation, vault, and trench dewatering water, which have characteristics similar to stormwater runoff at the site , into a controlled conveyance system before discharge to a diment trap or sediment pond . Discharge clean , non -turbid de-watering water, such as well -point ground water, to systems tributary to , or directly into surface waters of the State, as specified in Element 8 , provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system . Do not route clean dewatering water through stormwater sediment ponds . Note that " surface waters of the State" may exist on a construction site as well as off sit r example, a creek running through a site . andle highly turbid or contaminated dewatering water separately from stormwater . Gib other treatment or disposal options may include : 1 . Infiltration 2 . Transport off-site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters . 3 . Ecology -approved on -site chemical treatment or other- suitable treatment technologies . 4 . Sanitary or combined sewer discharge with local sewer district approval, if there is no other option . 5 . Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering . loo Construction equipment operation , clamshell digging, concrete tremie pour, or work inside a fferdam can create highly turbid or contaminated dewatering water . Discharging sediment- laden ( muddy ) water into waters of the State likely constitutes a violation Page 6 of 8 March , 2017 of water quality standards for turbidity . The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation . 4 9 r i -4 ELEMENT 11 : Maintain BMPs Nlr'�`Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP �s ecifications . f i Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed . Some temporary erosion and sediment control BMPs are bio- degradable and designed to remain in place following construction such as compost socks . 4001rovide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction . All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions . If sediment enters the BMPs during construction , it shall be removed and the facility shall be returned to the conditions specified in the construction documents . **/Remove or stabilize trapped sediment on site . Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation . •ry � i � , ELEMENT 12 : Manage the Project — Projects subject to Minimum Requirements 1 -9 must have a Certified Erosion and Sediment Control Lead ( CESCL ) for site inspections . Projects subject to Minimum Requirements 1 - 5 do not require the inspector to be certified . By the initiation of construction , the SWPPP must identify the CESCL or inspector, who shall be present on - site or on - call at all times . Management details starting on Pg . 250 . ❑ Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevents it erosion and prevent transporting sediment from the site during 'construction . N1A � Inspection and monitoring — Inspect, maintain , and repair all BMPs as needed to assure �° ntinued performance of their intended function . k0 Maintain , update , and implement the SWPPP . ❑ Clearing and grading activities for developments shall be permitted only if conducted using an proved site development plan ( e . g . , subdivision approval ) . We�pFrorn Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if shown that the site operator will prevent silt- laden runoff from leaving the site through a combination of the following : Page 7 of 8 March , 2017 1 . Site conditions including existing vegetative coverage , slope , soil type, and proximity to receiving waters . 2 . Limit activities and the extent of disturbed areas . 3 . Proposed erosion and sediment control measures . Weather conditions can influence the seasonal limitation on site disturbance . The City of Anacortes has the authority to take enforcement action per AMC 19 . 76 Stormwater. e following activities are exempt from the seasonal clearing and grading limitations : 1 . Routine maintenance and necessary repair of erosion and sediment control BMPs ; 2 . Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3 . Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities . / O 1 i ELEMENT 13 : Protect Low Impact Development BMPS 0 If implementing any bioretention facilities or rain gardens, see Pg. 253 for requirements . , ican Sig ure Date Page 8 of 8 March , 2017 T v r�� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT 3: RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address: P. O. Box 547, Anacortes, WA 98221 Office Location : 904 6th Street, Anacortes WA 98821 Phone : (360) 299- 1984, Fax: (360) 2934938 I ell Please use this farm to submit revisions or additional information to your permit application. Permit /Project # . - 0 to Date : o-/ ( 1� � Z to `f f Project Name : D -evv�-wury RCS d eAI( c z� Project Address : � 51 Pro jectContact: ') i ' L4 I &- J? Company Name : Contact Phone : U 2 — O �� .1 Contact Email : ; ;� (�� o a1' t� � S t�ti � � �� -+'' �'�'►-� Has the permit been issued yet? ❑ Yes Erl 0 All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. ❑ Building Dept. ❑ Fire Dept. 111"Stormwater Ii24ublic Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info : Are you submitting a full replacement? ❑ Yes B No If not what page # is being replaced ? Two full sized copies of all revised /additional information is required . Has this been done? 23 Yes ❑ No m. Two 11 " X 17" reduced copies of revised site or floor plan is required . Has this been done ? C"Yes ❑ No Check the box next to the type of plan , report, or calculation where revisions or additional information . n be found . Site Plan ❑ Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) ❑ Mechanical Plan ❑ Plumbing Plan ❑ Other : FEB 16 2018 CITY OF ANl GORTES tiz Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address : P. O. Box 547, Anacortes, WA 98221 ` � Office Location : 904 61h Street, Anacortes WA 98821 Phone : (360) 2994984, Fax. (360) 2934938 Please use this form to submit revisions or additional information to your permit application. Permit /Project I Date : � y - I T 7 Project Name : Project Address : Project Contact. Company Name : Contact Phone : �j/, Contact Email : Has the permit been issued yet? ❑ Yes ❑ No All revisions must be either clouded or highlighted & wet stamped by an architect/ engineer (if applicable). Has this been done? ❑ Yes ❑ No What department(s) is this resubmittal/ revision /additional information to go to ? ❑ Planning Dept. 0 Building Dept. ❑ Fire Dept. ❑ Stormwater ❑ Public Works Dept. Is the plan revision or additional information, in response to a plan review letter ? ❑ Yes . A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/o dditional info : e Are you submitting a full replacement? Yes ❑ No If not what page 9 is being replaced ? Two full sized copies of all revised /additional information is required . Has this been done? ❑ Yes ❑ No Two 11 " X 17" reduced copies of revised site or floor plan is required . Has this been done? ❑ Yes o Checkbox 1 the typeof plan , 1 or calculationwhere 1 or additional information can 1 . found . ❑ Site Plan 0 Building Plans ❑ Structural Plan ❑ Landscape Plan ❑ Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report ❑ SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary /Topo) ❑ Mechanical Plan ❑ Plumbing Plan ❑ Other : JAN 19 2018 ANACORTES PUBLIC WORKS DEPARTMENT G81Y 0 Steven Lange , Project Manager P . O . BOX 547 , ANACORTES , WA 98221 PH (360) 293-1920 E-MAIL : stevel@cityofanacortes . org FAX(360) 293- 1938 9Cog�' Memo Date: February 1 , 2018 To: Paul Ingalls, Plans Examiner From : Steven Lange Subject: Site Plan Review #2 for 3518 West 211 Street cc : Eric Shjarback , Justin Symonds The submitted site plan for 3518 West 2nd Street was reviewed by the Public Works Engineering Department on February 1 , 2018 . • 12 - 15- 17 : Submittal to Public Works Engineering • 12-20- 17 : Public Works review and memo back to Building Department • 01 - 31 - 18 : Submittal to Public Works Engineering • 02 -01 - 18 : Public Works review and memo back to Building Department The following comments are provided : • December 20 , 2017 item of Record of Survey was not addressed with this submittal . • December 20 , 2017 item regarding driveway location was partially addressed , but not shown correctly on the site plan map . See attached site plan map with comments . • New item : Site plan does not provide any connection information . It shows the private storm going daylight in the middle of Kansas Avenue . Suggest that if all items are declared infeasible , then separate the gutter lines from the footing drains . Send the gutter lines to Catch Basin #2350 and send the footing drains to a drywell or infiltration trench along the north boundary line . Site plan needs to identify a proper connection point and direction . �4 A 4 �F Qi • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation • Equipment • Capital Projects • Development Services q\gyp ` v rn v NAME: PAUL DEMMON PREPARED BY: -Di v a PAGE DESCRIPTION: gDDRESS: 1004 COMMERCIAL AVE . PMB 591 rD m z ANACORTES, WA 98221 _ _ D �i E PLAN SITE ADDRESS: 3518 WEST 2ND STREET jd design v ANACORTES , WASHINGTON 98221 v v II x 17 PARCEL #: P109011 o REVISED 01 /30/2018: FLIPPED PLAN XREF ID: 3809-003-010-0100 JIM DUNLAP (360) 982-0535 v 3513 W IM7 2nd STREET ANAOORTE , Qt AS ONGTON PARCEL # PI 09011 , i [ , I IB'-a" 60•-0" 5•-0" � �ot- a Ntll', � ' SIDE SIr E SETBA K SIE ACK NEAREST FIRE HYDRANT _ - - #420 (5-1 PSI) APPROX 1 V ALLEY 150' NORTHWESTERLY (PAVED ALLEY) 5.5. LINE (CORNER OF OAKES �u• �� IS KANSAS) ---__ PL '14.55 _ T W15 I sru6-our la ,m --A ATER_PLOW Q Ej; 1hT1� __ m DI �Ca� `la �0 _0 SLOPE ? JI 0 Q 2 , I -9% SLOPE � � q/ Iul n 20' BSBL u' I \ / -DEc Jil,a k Y \ -I---�� -m of > m � / PROPOSED y I m l 0 W \ RESIDENCE I �� m a I - - - r - - � I m a BMP C233 — - - 5LPENCE / / F T CE EN ` -- - - - I _•AT .A I ELECTRIC WALKWAY PROPOSED _ \ \ '.0 . 1 raARAG �\ I METER F2d f3SI5L \ BMP CI23 TEMPORARY SOIL WAT R FLOW d STOCKPILE LOCATION: _ .. -` e m N COVER W/ STRAW OR -1 LOPE 6R vISOUEEN Q SILT FENCE 1n AROUND DOWN SLOPE - - ---_ L `� a SIDE(S) '_ • ' '�AX�� ' - FL.' 14.99' BMP CI54 POWER POLE A DESIGNATED CONCRETE NOTE- ALL UTILITIES WILL O WATER METER WASHOUT AREA BE UNDERGROUND 5' SIDEWALK BMP CIIT 5MP C105 P•O CONSTRUCTION ROAD/ CONSTRUCTION ENTRANCE- S.S. LINE PARKING AREA PROVIDE 12' WIDE X 20' LONG - - - - - - - — (MIN.) CONSTRUCTION ACCESS W. 2nd STREET W/ CRUSHED ROCK BASE 0 G�1 C 1S ��10=3' CONC. DRIVEWAY LOCATION DRIVEWAY TO STREET CONNECTION PER WASDOT STANDARD PLAN F-50.10-04 SITE PLAN SCALE: 1" 2 lO Eme> nisju DZ14E ," Skw.L_ IDE apLp t wtTN SITE PLAN LEGEND R^11YIowo ) 2o . 11 PAVED SURFACE CRUSHED AGGREGATE GREATER GRAVELIROCK SURFACE THAN 3" BUT SMALLER THAN r•• PROPERTY LINE BUILDING SETBACK LINE OF BLDG. FOOTPRINT — — — — — — LINE OF ROOF CONSTR U (CTO IN ENTRANCE SEC T MH — UTILITY LINE I NO SCALE Xc SILT PENCE CM oP�Es PEE pP� �7 R2 cP 7L N12N� S� �n N 02 �' 7G m �13Rp S� Print Window Page 1 of 1 Details for Parcel : P109011 Jurisdiction : ANACORTES Zoning Designation : Please contact the city of ANACORTES for ANACORTES zoning information . Recorded Documents Excise Affidavits Documents scanned and recorded by the Auditor's office Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P109011 3809-003-010-0100 NW 23 35 01 Owner Information Site Address(es) Map Links DEMMON PAUL 3518 WEST 2ND ST Open in iMap 1004 COMMERCIAL AVENUE PMB 591 Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map : ANACORTES , WA 98221 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions THE WEST HALF OF LOT 8 AND ALL OF LOTS 9 AND 10 , BLOCK 1003 , NORTHERN PACIFIC ADDITION TO ANACORTES , ACCORDING TO THE PLAT THEREOF , RECORDED IN VOLUME 2 OF PLATS, PAGES 9 THROUGH 11 , RECORDS OF SKAGIT COUNTY , WASHINGTON, ALSO SHOWN AS LOT D OF SURVEY RECORDED JUNE 23, 1994, IN VOLUME 16 OF SURVEYS , PAGES 4 , 5, AND 6, RECORDS UNDER AUDITOR 'S FILE NO , 940623D072, RECORDS OF SKAGTI COUNTY, WASHINGTON . 2017 Values for 2018 Taxes* Sale information 2018 Property Tax Summary Building Market Value $ . 00 Deed Type WARRANTY DEED 2018 Taxes will be available after 2/15/2018 Land Market Value +$ 162, 000. 00 Sale Date 2017-02-22 Total Market Value $ 162, 000. 00 Sale Price $ 155 , 000. 00 Use the Taxes link above for 2017 taxes Assessed Value $ 162 , 000 . 00 Taxable Value $ 162, 000 . 00 * Effective date of value is January 1 of the assessment year (2017) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (21AVIEW) ANACORTES VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities Acres 0 . 18 Improvement 1 Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning . Please contact the appropriate planning department in your jurisdiction for land use questions . * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages , attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. httns : //www. skagitcounty . net/Search/Property/ 12/29/2017 DEC 5 20,17 .� y PLANNING, COMMUNITY , & ECONOMIC DEVELOPMENT DEP��RIDR ANACORTES C � I Mailing Address : PO Box 547 , Anacortes , WA 98221 Phone : 360 . 299 . 1984 , Fax : 360 . 293 . 1938 Complete Residential Stormwater Plan Checklist Minimum Requirements 1 -5 Stormwater requirements are based on the 2012 Stormwater Management Manual for Western Washington ( SWMMWW ) . A link is provided on the City of Anacortes website, under Planning Department, Stormwater Regulations , as well as under the Engineering Division of Public Works . Residential construction is exempt from additional stormwater provisions if it involves no expansion of hard surfaces , no use beyond that previously existing, and results in no significant adverse hydrological impact . Building permit applications for lots that are part of a subdivision that was recorded no more than 10 years prior to the date of the complete building permit application may continue to use the stormwater codes in effect at the time the subdivision application was submitted , if stormwater was addressed at the subdivision / plat level . If construction has not started as of January 1, 2022, the site will be subject to the 2012/2014 manual . If your project adds less than 2 , 000 sq . ft . of new plus replaced hard surface area , AND which disturbs less than 7 , 000 square feet of land , you must consider all 13 Elements of the Construction Stormwater Pollution Plan ( SWPPP ) . Fill out the SWPPP Checklist and explain how the elements are considered , or describe how site conditions render the element unnecessary and the exemption from that element is clearly justified . You will not need to continue with this document. If your project adds 2 , 000 sq . ft . or more of new plus replaced hard surface area , OR which disturbs 7 , 000 sq . ft . or more of land - Minimum Requirements 1 -5 of the SWMMWW apply, and you can continue with this document . If adding 5 , 000 sq . ft . or more of new hard surfaces/ OR converting 32, 670 sq . ft . or more of vegetation to lawn or landscaped area/ OR converting 108 , 900 sq . ft . or more of native vegetation to pasture — Minimum Requirements 1 -9 of the SWMMWW apply . If Minimum requirements 1- 9 apply, please see the Large Scale Stormwater Plan Checklist for additional submittal requirements . c�— Owner Name . 'gar e.H't� Site Address : 1401� J d P� I— Brief Description of the Project : 9 7 sr ,,v 8yY �' �"vv�yG ► 01 Pre Developed Conditions & Runoff of the Site : Dc.I, rZ►-mil Page 1 of 4 March 22, 2017 Devel ed ConcJiticins & Runoff f tM7 ee : 00 let Summarize difficult site parameters, the natural drainage system, and drainage to and from adjacent properties, including bypass flows : Hydrological Site Plan : Collect and analyze information on existing conditions to aid in determining low impact development feasibility — which locations are most appropriate to evaporate , transpire , and infiltrate , with the following information : o Survey by Land Surveyor, Engineer, or other qualified professional : Show existing public and private development, utility infrastructure, hydrological features ( seeps, springs , closed depression areas , drainage swales , streams, wetlands , and water body survey and classification report showing wetland and buffer boundaries ) , flood hazard areas , geological hazards , buffers , aquifer and wellhead protection areas , topographic features that may act as natural stormwater storage, infiltration , or conveyance . Include the natural receiving waters that stormwater runoff will either directly or eventually discharge . Show topography, display acreage and outlines of all drainage basins ; existing stormwater drainage to and from the site ; routes to existing, construction , and future flows at all discharge points ; and the length of travel from the farthest upstream end of a proposed storm drainage system to any proposed flow control and treatment facility . Identify areas of potential erosion problems Show contours as follows : ■ Up to 10 % slopes = 2 ft . contours ■ Over 10 % to less than 20% slopes = 5 ft . contours ■ 20% or greater slopes = 10 ft . contours ■ Elevations at 25 ft . intervals o Soils Report : Done by a soil scientist certified by Soil Science Society of America , licensed sewage designer, or other suitably trained persons working under the supervision of a professional engineer, geologist, hydrologist, or any other professional supervised by an engineering geologist registered in Washington State . ( Soils Report Page 2 of 4 March 22, 2017 must include details as listed on Pg . 79 ) . In addition, describe soils by name , erodibility, settleability, permeability, depth , texture , and soil structure . Testing should occur between December 1 and April 1 . o Soils Map : Based on the report . o Preliminary Development Site Plan Layout : Locate proposed buildings, roads , parking lots , landscaping features , on -site stormwater management BMPS ( Determine BMPs starting on Pg . 95 , Suggested BMPs correlate with responses to the 13 elements of the SWPPP , Pg . 237 , and preliminary location of stormwater treatment and retention /detention facilities . Considerations are on Pg . 83 . These methods could reduce required facility sizes , but are not required for approval . Show existing and proposed contours , show all cut and fill slopes indicating top and bottom of slope catch lines , and identify developed condition drainage basins . o Survey of existing native vegetation cover : This is only required if there are native soil and vegetation protection areas proposed for the site . Survey shall be done by a licensed architect, arborist , qualified biologist or project proponent identifying any forest areas on the site and a plan to protect those areas . The preserved area should be placed in a separate tract or protected through recorded easements for individual lots . o Vicinity Map : Clearly locate the property, identify all roads bordering the site , show the route of stormwater off-site to the local natural receiving water, and show significant geographic features and sensitive/critical areas ( streams , wetlands , lakes , steep slopes , etc ) . Construction Stormwater Pollution Prevention Plan (SWPPP ) — The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization . From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown that silt- laden runoff will be prevented from leaving the site through methods listed on pg . 44 . Best Management Practices ( BMPs ) Standards and Specifications are listed on pg. 261 . Please see pg . 230 for details on using the Site Analysis to produce the following materials : o Narrative : Explain and justify the pollution prevention decisions made . This will contain concise information concerning existing site conditions , construction schedules, wet season construction activity, constraints , and other pertinent items that are not contained on the drawings . This is based on the 13 Construction Elements, which must be considered unless site conditions render the element unnecessary and the exemption is clearly justified . Elements listed on pg . 44 & described in detail starting on pg . 236 . o Drawings & Notes : Where and when the BMPs should be installed , the performance the BMPs are expected to achieve , and actions that will be taken if the performance goals are not achieved . Show water quality monitoring locations . o Special Reports & Studies : Include any studies ( i . e . wetlands delineation ) . If a facility is required and feasible for Minimum Requirement 5 , a PIT Test must be done in the location that the facility location is proposed based on the preliminary development site plan layout . ❑ Other permits : Any other necessary permits as required by other regulatory agencies . Identify if those permits include conditions that affect the drainage plan , or contain more restrictive drainage - related requirements . Prior to Final Stormwater Inspection C. eo*�Permanent Stormwater Control Plan Drawing : Select BMPs based on the Preliminary Development Site Plan Layout from the Site Analysis Summary . Provide a scale drawing of the Page 3 of 4 March 22 , 2017 lot ( s ) and any public ROW that displays the location of On -Site BMPs and the areas served by them . These documents will be recorded and attached to a declaration of covenant and grant of easement associated with each lot that includes On -site BMPs . Provide design details, figures, and maintenance instructions for each BMP . Provide a written summary of how it complies with the applicable requirements . Prior to Final Occupancy ❑ Operation & Maintenance Manual : Include a manual for each flow control and treatment facility, including any distributed bioretention facilities that are used to help meet flow control and /or treatment requirements . The manual shall include a description of the facility, what it does , and how it works . It must also identify and describe the maintenance tasks, and the frequency of each task. The tasks and frequencies must meet the standards of the SWMMWW . Include a maintenance activity log that will indicate what actions will have been taken and where it should be kept and made available for inspection by the City . ❑ Declaration of Covenant for Privately Maintained Flow Control & Treatment Facilities and On - Site Stormwater Management BMPs : Any flow control & treatment facilities and On -Site Stormwater management BMPs for which the applicant identifies operation & maintenance to be the responsibility of a private party must have a declaration of covenant and grant of easement . After City approval , the declaration of covenant and grant of easement must be signed and recorded . Design details , figures , and maintenance instructions for any BMP shall be attached . A map showing the location of newly planted and retained trees claimed as flow reduction credits shall also be attached . ❑ Record Documents ; Record total impervious surface area of the site and their locations with the county auditor . By signing below, you are certifying that you have read and understand the stormwater requirements . Be sure that you have checked off all applicable boxes . Applicant Signa ure Date Page 4 of 4 March 22 , 2017 DEC 15 2011 PLANNING, COMMUNITY , & ECONOMIC DEVELOpMENrCbWQFr&W0RTES Mailing Address : PO Box 547 , Anacortes , WA 98221 Phone : 360 . 299 . 1984 , Fax : 360 . 293 . 1938 . ITT omplete Residential Stormwater Plan Checklist Minimum Requirements 1 =5 Stormwater requirements are based on the 2012 Stormwater Management Manual for Western Washington ( SWMMWW ) . A link is provided on the City of Anacortes website , under Planning Department, Stormwater Regulations , as well as under the Engineering Division of Public Works . Residential construction is exempt from additional stormwater provisions if it involves no expansion of hard surfaces , no use beyond that previously existing, and results in no significant adverse hydrological impact . Building permit applications for lots that are part of a subdivision that was recorded no more than 10 years prior to the date of the complete building permit application may continue to use the stormwater codes in effect at the time the subdivision application was submitted , if stormwater was addressed at the subdivision / plat level . If construction has not started as of January 1 , 2022 , the site will be subject to the 2012 / 2014 manual . If your project adds less than 2 , 000 sq . ft . of new plus replaced hard surface area , AND which disturbs less than 7 , 000 square feet of land , you must consider all 13 Elements of the Construction Stormwater Pollution Plan ( SWPPP ) . Fill out the SWPPP Checklist and explain how the elements are considered , or describe how site conditions render the element unnecessary and the exemption from that element is clearly justified . You will not need to continue with this document . If your project adds 2, 000 sq . ft . or more of new plus replaced hard surface area , OR which disturbs 71000 sq4 ft , or more of land - Minimum Requirements 1 -5 of the SWMMWW apply, and you can continue with this document . If adding 5 , 000 sq . ft . or more of new hard surfaces/ OR converting 32 , 670 sq . ft . or more of vegetation to lawn or landscaped area / OR converting 108, 900 sq . ft , or more of native vegetation to pasture — Minimum Requirements 1 -9 of the SWMMWW apply . If Minimum requirements 1- 9 apply , please see the Large Scale Stormwater Plan Checklist for additional submittal requirements . -- Owner Name :44y1 e�'�� as Site Address : � J � 17 Brief Description of the Project : 2 � 7 Pre Developed Conditions & Runoff of the Site : TV Page 1 of 4 March 22, 2017 Devel ed Conditions & Runoff f t e $ i e : 000 Summarize difficult site parameters, the natural drainage system, and drainage to and from adjacent properties, including bypass flows : ax) air, Hydrological Site Plan : Collect and analyze information on existing conditions to aid in determining low impact development feasibility — which locations are most appropriate to evaporate , transpire , and infiltrate, with the following information : o Survey by Land Surveyor, Engineer, or other qualified professional : Show existing public and private development , utility infrastructure , hydrological features ( seeps , springs , closed depression areas , drainage swales , streams, wetlands , and water body survey and classification report showing wetland and buffer boundaries ) , flood hazard areas , geological hazards , buffers , aquifer and wellhead protection areas , topographic features that may act as natural stormwater storage, infiltration , or conveyance . Include the natural receiving waters that stormwater runoff will either directly or eventually discharge . Show topography, display acreage and outlines of all drainage basins ; existing stormwater drainage to and from the site ; routes to existing, construction , and future flows at all discharge points ; and the length of travel from the farthest upstream end of a proposed storm drainage system to any proposed flow control and treatment facility . Identify areas of potential erosion problems Show contours as follows : ■ Up to 10% slopes = 2 ft . contours ■ Over 10 % to less than 20% slopes = 5 ft . contours ■ 20% or greater slopes = 10 ft . contours ■ Elevations at 25 ft , intervals o Soils Report : Done by a soil scientist certified by Soil Science Society of America , licensed sewage designer, or other suitably trained persons working under the supervision of a professional engineer, geologist, hydrologist, or any other professional supervised by an engineering geologist registered in Washington State . ( Soils Report Page 2 of 4 March 22 , 2017 must include details as listed on Pg . 79 ) . In addition , describe soils by name , erodibility, settleability, permeability, depth , texture , and soil structure . Testing should occur between December 1 and April 1 . o Soils Map : Based on the report . o Preliminary Development Site Plan Layout : Locate proposed buildings , roads, parking lots , landscaping features , on -site stormwater management BMPS ( Determine BMPs starting on Pg . 95 . Suggested BMPs correlate with responses to the 13 elements of the SWPPP , Pg . 237 , and preliminary location of stormwater treatment and retention/detention facilities . Considerations are on Pg . 83 . These methods could reduce required facility sizes , but are not required for approval . Show existing and proposed contours , show all cut and fill slopes indicating top and bottom of slope catch lines , and identify developed condition drainage basins . o Survey of existing native vegetation cover : This is only required if there are native soil and vegetation protection areas proposed for the site . Survey shall be done by a licensed architect, arborist , qualified biologist or project proponent identifying any forest areas on the site and a plan to protect those areas . The preserved area should be placed in a separate tract or protected through recorded easements for individual lots . o Vicinity Map : Clearly locate the property, identify all roads bordering the site, show the route of stormwater off-site to the local natural receiving water, and show significant geographic features and sensitive/critical areas ( streams , wetlands , lakes, steep slopes , etc ) . Construction Stormwater Pollution Prevention Plan ( SWPPP ) — The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization . From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown that silt - laden runoff will be prevented from leaving the site through methods listed on pg . 44 . Best Management Practices ( BMPs ) Standards and Specifications are listed on pg . 261 . Please see pg . 230 for details on using the Site Analysis to produce the following materials : o Narrative : Explain and justify the pollution prevention decisions made . This will contain concise information concerning existing site conditions , construction schedules, wet season construction activity , constraints , and other pertinent items that are not contained on the drawings . This is based on the 13 Construction Elements, which must be considered unless site conditions render the element unnecessary and the exemption is clearly justified . Elements listed on pg . 44 & described in detail starting on pg . 236 . o Drawings & Notes : Where and when the BMPs should be installed , the performance the BMPs are expected to achieve, and actions that will be taken if the performance goals are not achieved . Show water quality monitoring locations . o Special Reports & Studies : Include any studies ( i . e . wetlands delineation ) . If a facility is required and feasible for Minimum Requirement 5 , a PIT Test must be done in the location that the facility location is proposed based on the preliminary development site plan layout . ❑ Other permits : Any other necessary permits as required by other regulatory agencies . Identify if those permits include conditions that affect the drainage plan , or contain more restrictive drainage - related requirements . Prior to Final Stormwater Inspection [Permanent Stormwater Control Plan Drawing : Select BMPs based on the Preliminary Development Site Plan Layout from the Site Analysis Summary . Provide a scale drawing of the Page 3 of 4 March 22 , 2017 lot ( s ) and any public ROW that displays the location of On -Site BMPs and the areas served by them . These documents will be recorded and attached to a declaration of covenant and grant of easement associated with each lot that includes On - site BMPs . Provide design details , figures , and maintenance instructions for each BMP . Provide a written summary of how it complies with the applicable requirements . Prior to Final Occupancy ❑ Operation & Maintenance Manual : Include a manual for each flow control and treatment facility , including any distributed bioretention facilities that are used to help meet flow control and / or treatment requirements . The manual shall include a description of the facility, what it does , and how it works . It must also identify and describe the maintenance tasks , and the frequency of each task . The tasks and frequencies must meet the standards of the SWMMWW . Include a maintenance activity log that will indicate what actions will have been taken and where it should be kept and made available for inspection by the City . ❑ Declaration of Covenant for Privately Maintained Flow Control & Treatment Facilities and On - Site Stormwater Management BMPs : Any flow control & treatment facilities and On -Site Stormwater management BMPs for which the applicant identifies operation & maintenance to be the responsibility of a private party must have a declaration of covenant and grant of easement . After City approval , the declaration of covenant and grant of easement must be signed and recorded . Design details , figures , and maintenance instructions for any BMP shall be attached . A map showing the location of newly planted and retained trees claimed as flow reduction credits shall also be attached . ❑ Record Documents : Record total impervious surface area of the site and their locations with the county auditor . By signing below, you are certifying that you have read and understand the stormwater requirements . Be sure that you have checked off all applicable boxes . / 2 Applicant Signa ure Date Page 4 of 4 March 22 , 2017 a�_-w, �Nr" PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT pill , NTIAL BUILDING PERMIT APPLICATION ' c� ` 'ling Address : P. O. Box 547, Anacortes, WA 98221 t44 W' ace Location : 904 61h Street, Anacortes WA 98821 I DEC15 2017 Phone : (360) 2934901, Fax (360) 2934938 CITY OF ANACORTES PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOWFOR SUBMITTAL REQUIREMENTS PROJECT AD RESS (Street, S ite #) : Parcel(s) ,/�Subdivision/Lot # : , ) Project Valuation : $ APPLICANT : !�' ssssssss Phone : FFax: r�U � ado- �Gl- a �`6 7 �p �`� 7l Ad ess Str t Citty�, tate /. E-Ma Address : PROPERTYit at OWNER : Phone : Fax : "/,/ 4"o, 01 6,o 3KO sar719" &Z xso�llx Address fStreet, City , State Zip) : E-Mail Address : CONTACT PERSON : Phone : Fax: ;ezn c... /¢ ( /JGd Pef� Address ( Street, City, State, Zip) : E-Mail Address : LENDING AGEN Y : �G �`O : S Cs� t y/�.y� �!'c� '' �l Address (Str t, City, State Zip) : E-Mail A dress : 74 CeA*, CONTRACTOR : * ,s7 p ,`. Z'Ildkow� 13 �1 Ph�d `' � Ads ( Street, C State, Ziy�j : E�Mail Address : R Professional Licensq Exp . DI *All Contractors & Subcontractors must have a valid City of Anacortes �/ ' business license prior to doing work in the City. Contact the City 's Business License Exp . Dat Finance Department at (360) 299-1968.of Z� � ZJ , PROPOSED WORK: AJeUO PROPOSED NEW SQUAREFOOTAGE * Basement SQ ' : Finished Basement: ❑ Unfinished Basement 1 " Floor SQ ' : � Z IF 7 Garage /Carport SQ ' : 2na Floor SQ ' : /V Deck/ Covered Porch/ Patio SQ ' : agto eZ Fire Sprinkler: Yes ElNo Lot Area SQ ' : ,f db Is construction associated with an accessory dwelling unit? Yes ❑ No I declare under penalty of perjury that the information I have provided on this form/application is true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes . Print Name : lclv 6 � Owner ❑ Agent/.(specify) : Signature : 44 Date : d-'�` Page 1 of 3 w lu z o u . 0) Aq v) � e ow 'Zu O o to Ua U N w Q O °O w it) r Z ua. U -Z7 U. o >IOb 91�5 zlb 3zk > Vv`91�5 1NONd U U z u ° Q O ul W \0 fy z (K z � o0 „0-,ez �m Q 3 ° W up, > n z o o t- w m � � Qw CL �7 on u ; L Z � � � w � lu EL w z i wI W I I I w N � wp rER w I ss — �— UMF - - Q 0 N00 � w � w I—LU CDUA / Z � Ny C14 IV � Z o I / / �\ a 01 c 1p O Z co com Q w 1 . ° AT _ moo LO CD IT m — w () \ \ r N a CD o N o a, W -� w Ul w \ AAA L m Wvi [L � � a J Lw p \ \ W = - W w p L opl a 1 \ \ - � � � o � #AAAJo Q > w — � OCWI \ o I ' Q ��//�� w � o ao � � � a ( � 1 \ \ atr� \ °\ � J o � � I I V� cUi) < Z cnZ < x wL II ?- - �' 3 cA t i / \ I mtL w F— L, 'NIW 0 ou i . 0 opIto tu m ol- � , t wz � VAIA N:W 0 Oe �OeI WW "J ° m LULAI a Z L a a O O ' 3AH SVSNVM v Q m J z N qQLU 0. V — — — — — 0) 0. J T ,m Z W IL r Z as „zI ° z ° � Q W CL FAT z z q � cl U � Z N = r. ao >- (A) Al o a 00 co r Qaocu > Z ° 0 � N Q LF' Q40 5 (p t- 0a V A"'.. QID Z % z p U 0)w W , � �W to O vT)W Bo � nm a � r OC (K � Z U w Q CN w W w � ola ° ozL w z o �-- LLJ � z z ~ a � wQ zJU w u N w x M J zu � OY d) Z Do zp � °(K � LLI p � � ° w � W ( .NWp > Z a 0 0 V W � V o r m U N N Al J 3 z p L j u m m w o = DRAWN BYJAD � Z Q uw u � Yv � Q �n dap 0MPQUnp ct) U. o f (L > dow 3w � Lz >oZuz SCALE 1 " = 20 ' Q 0. � � La AAA, 13TW. p oOw 1: o (Kr , o (DN (LB (DF - cn u > a ca LzM fAUL .� 3U DATE 11 / 28 / 2017 jd design 46'•B' JIM DUNLAP I6 91/]' 29'-6. 1/2' (360) 9824535 JIMCJDDESI GNDRAFTING . COM e'-31/1' S'-11 I/]• I Y-It 1/2` IY-4` ENERGY CODE NOTES B=Z 9N4' 8'-] 3/4• YYi 3 1Y-3• 1'-61/Y 3•-51 Y-b• B• II- I/]• :-. Ur • CONTRACTOR TO ADD ADDITIONAL FRATING OR NINE OF CAMILEV EREO BLDOCNO AS REQUIRED TO MEET CURRENT ENERGY FLOOR ABOVE 14'-b III CODE RE"REM15I • AR LEAKAGE To lx BOLE PLATE IB TO BE OALIICES TOR O GLUED To fIOOR. RIMAL "SITHOIJ BETWEEN HOREB TO BE - - - - - - - - - - ARE BE ALm. ALL HOLES IFIBULDING ENVELOPE e 'm ARE TO BE CAULKED/BEAIEO MCWONG BUT NOT 3356 CSMT 3386 RC 3356 UITY +% UMTED TO ELECTISCAL, PLUMBING T HVAO e• ^ PENETRATIONS. OUTLETS, SWTCH BOXES AND - - .. - - ARMto BE MIXTURES ON EXTERIOR WALLS OR CBUNG9 STEPS_ AS GRADE RECESSED�$ ARETOBE WAVE GASKWITHETS APPROVEp A91EEDm '� SEALANT. U HAV E FOAM O E C R METALLED. ALL - - L WEER ECK •m RECESSED UGHi9 ARE TO BE k RATED. AR TIGHT - - - - - — O 0 SEALED TO OURROLNONG GOSS ROUGH OPENING AROUND ALL WINDOWS 9 DOORS TO BE _ _ _ s¢ALEDlwuucm. _ • ALL CEILING EXHAUST PAN WCPNG TO BE INSULATED AS PER CODE, TO HAVE AS FEW BENDS AS POBSBLE, 3856 CBMi4 116 BL 20B6 CS 29S6 RC ]956 COMT AND TO TERMINATE AT THE EXTERIOR OF THE BULDING. 0 9BbB - • INSULATION TO FILL ALL EXTERIOR WALI. CAVITIES. DO HOT COMPRESS. CUT TO PIT AROUND WIRES, PIPES T \34 k 6''PPEFED OURET 50)E8. 4Y TALL PONY WALL 6HOyER I ' ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED / - a • HABITABLE SPACE TO HAVE BEALED JONTS, CORNERS [il T BOOTS, AND INSULATED IN ACCORDANCE WITH WEEC FA p ]EIS EDITION SPECIFICATIONS (W9EC ]0I57. - - -'...�• `� RISC ROOM C O`f�� m� • A ONE PERM OR LESS VAPOR RETARDER OE KRAR SATIN 2 u I `5 PAPER, PVA PANT, ETW IB TO BE INSTALLED ON THE ¢ 0 O WARM BIDE OF ALL 1NBULATICR 6'-B' IB' CBUNO• Hi. TMEOIGHOUi - I A x0 EDROOM 1 — A • ALL RECESSED LOWCE TIMED UN IN THE THERMAL AB t' PARTIAL PUFFING 0 ^ ENVELOPE 0, R CE LED AR NOR AETM E-189 ANDLL F Y'b• OPTION AT CRIPPLE O - '• APPROVEED MANNER TOO E R 7RETIGHT. EXTERIOR M AN WALL i. PARTIAL FURRING LINEN = OPTION AT CRIPPLE • ALL WATER RPM IN UN FATED SPACES TO BE - WALL INSULATED IN ACCORDANCE WITH WBEO 1015. UP 18 R GUARDRAIL 306E BbB • 2 EXTERIOR DOORS TO BE ADWSTED 00 1 „ ] X 4 FURRING hYP.) L6. WEATHER-STRIPPING, THRESHOD, T DOOR SWEEP ARE L ` D/ V B'-111f2• ]'-P I/Y $ S WORKING PROPERLY S BEPL WELL p O • I• GAP (TYP.) = V A • BLOWN-M ATTIC INSULATOR TO BE METALLED IN STRICT ;a v CONFORMANCE WITH MANUFACTURERS Z @ • - RECOMMENDATIONS FOR DENSITY T COVERAGE PROVIDE VERT DAPPLES As REQUIRED T INSULATE T 045 . . • _ . . , . . . . . ACCESS DOOR WEATHER-MT IR P A 4 o Q • PROVIDE MAKEUP AR WITHURN FRESH AIR DUCTED ]66a DIRECTLY SYSTEM. THE RETURN AIR PLOT IN OF THE 3 FURNACE SYSTEM. INBUTATE THE DUCT IN ACCORDANCE Ir TO WOOD 1015. PROVIDE DAMPER TO REGULATEcc UNDER STAR INCOMING FRESH AR B iL�AGE ILI • ALL GAO CDIBU5G N APPUANCEB, EXCEPT STOVES G / (UNExCAVATED) CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED p m DIRECTLY TO THEM - • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A O MN 3' VERT. T 10' HOFIZ O ry G Z S' r CRAWL SPACE ACCESS WHOLE- HOUSE D - MN 14' RIDE X 36' TALL 3OUld' PLYW000 OR ACCESS DooR VENTILATION - B BUBROOR •� ONE OF THE FOIOUNG MEIlICO9 RILL BE USED TO MEET u ui O THE REQUIREMENTS OF THE INTERNATIONAL MECNA OD N:GAL �UN YII w BEAM PER PLAN OWE BMOJ CHAPTER THE 1019 IRG' DOW9LE JgeT OR X Q L a W. A SMGLE IUH0.E-HOUSE EXHAUST FAR WHICH CAN w V LE DUTY AS A ROOM FAN, 15 Jg9T PER PLAN PERFORM REQUIRED. FAW MUST ME CONGROLLED By TIMER PM R SET TO FIRE BLOCKING OPE RATE MIN of B MST B PER DAY THE CFM HAVE CAPACITY OU FAN MUST BE MIA W.G. AND HAVE MAX BONE WOSPJ RATING OF 1.0. MN SIZE OF FAN MUST BE 1015 cFn. PLYWOOD HANGRBOARD (B). FRESH AR WILL BE CIRCULATED BY THE CEWRAL FASTENED TO CARRIAGES FORCED AIR FURNACE SYSTEM PJFI MUST HAVE T To HEADER FRESH AR INTAKE DUCT AND BLOWER MUST BE (3) ] X 11 STRMGRB ACTIVATED BY TIMES TO CIRCULATE DALY. Q� 6/0' TYPE 'X• GYP. BOARD ON (GARAGE ABOVE) 7 ILL SURFACES OF USABLE J PACE UNDER STAIRS INSULATION VALUES am WALLS STAIRS AT LANDING ABOVE GRADE BEIOA ORdDE m AB R 1 SCALE: 3/4` _ 1 1-01 cE111445 G FLAT VAULTED O R-4% R-38 FILM R ii CRAWL SPACE• SLAB ON GRADE BEE STAR NOTES c N PAGE A4 FOR STAR A HANDRA -3B - v L NOTES iT` • R-3B INTENDED FOR USE WITH 91/]' Z ILI STAR NOSING 3/4` - 1 1/4o R-36I-JOS 8. IF II V9' O OF I USED THEN _ PR INC R311.1.6.3 TOP OF HANCRAT� R-9B INSULATION 10 BE INSTALLED. L I W O 324-II' W 1 yy d6'�0' EXTEND TO TOP Y 4 BOTTOM RISER 0 RETURN TO WALL -dIk DRAW J - SCALE j4A Olbo TYPE 'X' GYP BOARD 3 W JD JOB# 113'I: . ? ON ALL eURFACES OF U96BLE SPACE UNDER STARS Ito" a DATE I ![I /2CiJ 13) ] X I] STRINGERS T REVISIONS ® LOWER FLOOR PLAN JAN 3 1 2018 S PS4 LE1LD.1,, HeiaiT CONCRETE BLAB 8, f L 9PECIRCAIF TON9 9] FOR SHEAR WdLL 3 RTFF.0 AOGED CECIt RREBLOCKMG AT TO' NORTH SCALE: U4' - 1'-0' ('%I /25/'1018 FLIPPED F-LAN AND BOTTOM ACROSS STRINGER ON E 1X THRUST BLOCK 844 SY, LIVING SPACE NDS STAIRS AT FLOOR A5 2 SCALE: 3 == I '-0• SHEET 5 OF 14 ed � D jd design 16'-8 I/3• 19'-b l/t' 3-B' IM DUNLAP 8'-13/1 9-13144 144b Ill• ( IB'-0' (3b0) 982-0535 JIMBJDOESIGNDRAFTING . CON 6'-10111• 1'-3• b'-4112• W-4111' FLOOR PLAN NOTES ifib ON • WRITTEN ID VIMETAKE ECEOCOVER CNLED D RSfO VERNIT LL gHBO AN D CONDITIONS IN THE RELD.TF� + + • CgBIRM ALL DOVI WINDOW, CLUSET, AND ANY OTHER ROUGH OPENNG 01E0 WTH 01 IFUTURE-Nal_� CONTRACTOR PPoOR t0 WALL CON9TRUCT011LOCATO14 O . ALL VU bD IN CONTACT WITH CONCRETE M19T BE - - PRESSURE TREATED MATERIAL USE OPFU ONDEGIC - i-(�� ) . ._ - - - - - I RESISTANT FASTENER° WHEN IN CONTACT WTH PRESSURE TREATED WMDERT- - 9 UDIO ATPo16 DOC. AND SHEATWALLS To ME HED WTH 1116 09BMASTER DEDR 0 . �UIIG W, - - - PLYWCOD OR BETTER UFTH 15F BOLDING PAPER. ALLINTERIORWALLSTOBEFRAMEDWTN1k4 366 °H — - 3946 LBMT-1946 PIL 1946 LBMT STUD° AT 16" O.G AND SHEATHED WTH /1• GYPSUM WALLB04RD UNLESS NOTED OTHERWISE ALL GLASS TO HAVE IOW E (8.40) GLA9NG. GL4ENG T IN HAZARDOUS V ATION° TO BE TEMPERED PER 0 _ IRO SECTION R308. SEE R30°.4 FOR DEFINITION OF rl l !I AREAS. PROVIDE SMOKE DETECTOR° ON OR NEAR THE x 0I EACH FLUOR, IN ALL B I18 ECI AMC A LBUNG DINING JUST Q OUTSIDE EACH BEDROOM. SMOKE DE�ECTORB L ] CEUNG HT. TO 0 9 W WIRED TO THE ELECTRICAL SYSTEM WTH w 0 BATTERY BACKUP URc R911 I C II Ill• A BEDROOIO TO NAVE AT LEAST ONE tI MEETING 3 MASTER } LIVING ROOM 3-6' - 1'-q' as WLEN 44 OF RRcBHEDTFNLOOR WI AOi TO DEMIR `T BUNG u . AB FA DATH •5 0 OPE4W OF 5.1 SO. THE OFeNIN(S TO HAVE MR CIAG R O'ENNG MEOW OF 14" AND WDTH OF t cBUNG W. OIRECT-VENT G45 1 64 1 0' 70' URO SECTOR R3101 LL RREPLACE CONTRACTOR m VERIFY MANINTF. FRAMING • HARD NCN-ABSORBENi MATERIAL i0 MN It 9NOWE� 3068 - - RE2UREME9 } ABOVE DRAIN INLET. THB MATERIAL TO BE _ I REP C INSTALLED OVER WATER REWBTAM PLASTER IS BOARD. W s MASTER 391/i' 3 Y I O • TOILETS TO BE LOCATED IN AREA WITH MN 30' S C-09E S I WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE v1 W 1-9 III'6 03'-11/i' 0 O • TO BE UMITED TO 1.6CLENRANCE OF MR lGALLONS PER FLIIN FRONT OF T, TOILETS ¢ Z r A X r U n 6 OU PROVIDE ATTIC ACCESS WTH REMOVABLE PANEL ~ ~ .r 3 . . - -. . -. _. - - 81C0 UNOBSTRUCTED HEAD ROOM FRAME WTH l % R Q a QU E N� • I u-9 EDS{ • PROVIDE EJ AUST FAN N KITCHEN AT MN 100 cFH AT MR ® _ 3 .H ENBRNG Hi. 0 3 G _ . _ d 6 REMYER SIDENCE AMID �UST IBTO BE VIEWED BTTO OUT910E OFF ALL PI O o 3 0' 6'-31/l' A W K - O o 0 • SIDE, BETWEEN QAI AND REWDENCE ANOIORGE o I;I`u—TINT LAUNDRY 8 �I P R P GARAGE AND ATTC ORO R3016) H yh "'3 0 ,O FA 068 FIZI GM ON GIARAGE LID FOR ARE SEPARATION ON UNDER p �J z F , tI Ems' lUl PANTRY a'EN9 0 HA&TABLE SPACE ABOVE GARAGE URG R301.61 = (� ; f 1 e Y 96T0 3868 • DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/l• O I I D_ W - - TRICK SOLD CORE l0'MN 9ELF'cL0&NG v~i ry CL ET % J+ II60 PC 1160 PI 4 NU RRERAtED DOOR (R3B19.11 U C S.G. SG _ IB MN RRE-RATED WRIT • PROVIDE FIRESTOPS AT ALL APPLICABLE L `. TRANSOM COv.D 3""-IB 1/1' NIN 0 SELF-CLOSING DOOR LO:ATOB� INCLUONG HOLE° AND ANY OPEN AREAS.7646 COW 16" OBMi J�V �l Y • ALL ELEMENfB AND SWITCHED FOR FURNACE AND 0 PORCH r4TTlc , BOygRpl7 n WATER NEATER TO BE IS' MN ABOVE SLOB 1- CC � % CONCRETE I ACCESS GAS Q 3 U w W LJ r Q ELECTRIC12 K - - - - - - STEPS TO SLAB AS NEEDS°11' STAIR NOTES a TREAD DEPTH Q4Q 1/14 MN GOD GARAGE WATER HEATER IS REQUIRED C • STAIRS TO 5E FRAMED UNTH MN (311 k Il +U TO HOUSE TO HAVE A VACUUM REUEP 0 4 STFS G] E bj ONE 0 AL T EACH BETWEEN 8 SIDE AIND NE AT CENTER DEVICE AND TEMPERATURE 4 PRESSURE RELIEF VALVE TOP, MODLE AND BOTTg1, AND BETWEEN STUDIO PER 2015 UPC 504.6 ALONG THE RUN OF THE STAIRS. • MNMUM HEADROOM CLEARANCE TO BE 6'-8' STEPS TO GRADE 5 oil GARAGE VERTICALLY ABOVE TREAD NOSING TO NEAREST 11' TREAD DEPTH _ '� - OBJECT ABOVE 4 0 STAIRS TO HAVE MAX 109E OF 1-3/4• AND MN RUN 6 OF 104 ON NOPANG OF 3144 TO 1-1/44. NO MOM TO N01B G ^ BAFEi* GLA99 BE LESS THAN 4'. DIMBPo1" BETWEEN RISE AND A RUN ARE NOT TO VARY MORE THAN 3/94 . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • ENLLceED USABLE SPACE UNDER STAIRS TO BE 1-HR. FRE-REBIOTNE CONST. 5/e TYPE ' ! GI I 0 • STARWAYS WTH 4O2 MORE FUSERS TO HAVE AT LEAST ONE CONTINUOS HANDRAIL AT 34" - 35• I ABOVE TREAD NOSING WTH ENDS RETURNED TO I TERMNATE INTO WALL OR lEYIEL POST. CL • HANDRAL° TO HAVE GRP PORTION NOT LESS THAN Y I 1-1/4" OR MORE THAN Y IN CROSS SECTIONAL iTY I I I OMENSON WTH HII BETWEEN WALL AND HANDRAIL O SOSGUARDRAIL NOTES 0 O O.N. DOCK O.N. DOOR _ • ALLUNENCLHAT RE MORE LANDINGS, BALABOVE ES OR LL PORCHES THAT ARE MORE THAN 30• ABOVE GRADE OR FLUOR BELOW SMALL BE PROTECTED BY _ 4 GUARORAh THAT 19 HN HEIGHT OF 36'. =--r2 6�-4" 6' 1' AIT'-e" - T-0' • OPEN Od RODII I9 °HALL NAVE INTERMEOATE RAL9 e GICH THAT A 40 D A SPHERE CANNOT PASS N I4'-0' THROUGH AT ANY POINT. IN • GUARDRAILS SHALL BE ATTACHED TO THE C d9'-0' STRLNRE U N SUCH A MANNER TO WITHSTAND A a L SINGLE CONCENTRATED LOAD OF 200 LOS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWN BY if Q SCALE Ile.' = 1 -11 JD JOBi I13'i-IG17-0;I'' ' DATE II010/ 17 REVISIONS 12.31 'jUl7 Rc MOVED CLERESTORY, Y:INDOW 5 MAINFLOOR PLAN 8EE ENGPNEEPoNG 83 FOR SHEAR WALL �� /9 A9p /� LU;B' CHANGES BPECIFlOAnON9 •VJl LU yUE i 11231201B FLIPPED FLA:'- NORTN SCALE: I/4• = I'-0' 1297 S.F. LIVING SPACE 552 S.F. GARAGE A4 SHEET 4 OF 14 0E 100 UUz -0 N D < (l cn -4Q1 EI N (p LI0Z / 8Z / 31d4 0 7003 m00 U Acn 0 -1m3 Di0 r3 zoZ(3Z 0 c -+ E m00 < R3 r $ � � '� > W OZ = , I 3 �ld3S UN (l ° AC mDm " zm � � AN D zN U �1 0 Z ab ( J 8 NMd2ia zo Arn (Prnnm � FlJ ° zEr= Dw -{ m 0 > .OL < U -4N -i (� c0 0 ,A �, m70 U cn m E 70 � In E N -� r E70c zr= A (P ,� ^ �, � z m 0 OD X D N DO -ArnZ gm mTEDO DQ0 � '�' D r m < x N D m r7000x i OZp � cznZzmm � m rn � DDmD m z Nmm (11(P 'Q m v o o m C Dmnrn x � m i N m mp0 �+ Ev74 cN n N D n O z N z 2e"-6" 5l'-6"' 22 '-6" m m o o UomM m 70 � j N °° z ZCl DAD ,a � XD m 1> ° _ ° � zi — 3 U Z 12" 6. D. Z m Z W: m � m � � - - - - - CL v p1 ° z70 -0 D n E m m KANSAS AVE . O ♦A z Z DA mo Z m , m f m AD m I rn -1 m PU lee. ee' - _ - - m m m mo n zm D i , c„lE -� rn i = m o w 10 D —� 1 - - - - - - 17D m O MIN. m xl N _ / p n m / \ / I 7< \ N Lo ru' D --) T — I m D w D D z cn ° � m +'� (rA UA Nrn70 mXDrn Doi �A I cn O �t n D N—I D I I \ O� � / \ \ YM \ \ I r m I D 0 � m c) > 0 M o m m 0 1— — -, 0 -I D x \ m I \ \ I N OD M cn o i- rn m -0 - - - - I m p p m ° D r o E3 � o� ZN � 7� z � I ? C) Dn3 3 E Lo - `" - = 0�030 -I % • I D (1 — O I o p \ \ I o o n> r / \ co Z cn m — — —� m 3 CC) Cn NO NO I N - - - - - ON ON - ON ONke It - I >pm m b PL l ee. ee' cn D mNO IN m A m m N N m �_ I Z 7m0 m m @ N - 3 mn Q o N c z z m r+ O D m Cl Tn -Do oo t. Z C O O ° m D 0 3 A m LIU 2e"-e" 6a'-e" 26' - e" T � . m m 13 d m O A v � c1 Z FRONT SETBACK REAR SETBACK � n D m n nD � �- N CL + pt G N 0 Cl rn D D mU c o O 7C m m O m p _ to CA 0 z m D 0 m m 1 $ jd design D E M M O RESIDENCE 16t ALLEY B.S. "IF UEC 15 JIMDUNLAP (PAVED ALLEY) �- - - - - - (360) 982-0535 - _ _ - JIMOJDDESIGNDRAFTING.COM W E _ BUILDING ENVELOPE SIDE - - - - 3518 WEST 2 N D S it ; E E7 SETBACK OETB C _ CITY OF A.NAC® RYES ANACORTES , WASG� HMOTON - - - - 77 ` PARCEL 10900 � _ I y , ORT I N' I \ Oily 4 y / PROPERTY INFO. _ i L4wN •4 .L v. v v A J• Jr - m p All PROJECT DESCRIPTION : NEW CONSTRUCTION ONE -STORY W / DAYLIGHT � ® n 95 ES ADDRESS: '— -- - 3 1 EST }ND STREET W4TERFLOW f 'i' y<< SLOPE ,V 'Y I W ANACORTE9, WA 50271 r r w V 5 6S SLOPE v Y e Y BASEMENT SINGLE - FAMILY RESIDENCE '! I > Y v •r v v v J' . r > ASSESS P109011 r > 3 V •k Y OTR: WIN, SERAS TAX ACCWN: 35, 3809-003-e10 0108 V PTR EL, 9Ec 23, 0.5 S.F. RNG' el ZONING : R2 } ' Rio B9BL � y- PRPARCEL OPER�YE bd0.B 9.F. EAREST FIRE HYDRANT+ I _"� `y__� J v v J J \ / 0�- PAUL DEHHONERA • 0 (Ot P9N 4PPROX COMMERCIAL AVE. PMB 551 0• NORTHWESTERLY \ / ANACOFtTE9, WA 50221 (CORNER OF OAKES f(COR v y `•' -_-- - T BUILDING CODES I AS) ` I 1 _ \ / CONSTRUCTION WILL COMPLY WIT I I F _L. - _- - - � \�/ I UNE OFF 4TI WI W BUILDING If STRUCTURAL 20151RC LINE OF ROOF _ ` I I II Sow FT. INFO • MECHANICAL M IRC AA1 }0 PLUMBING UPC U IN AI NE OF BULDG \ P\ I I MN FLOOR CONDITIONED 1251 S.F. Hl AAA ENERGY f VENTL4110N }015 W9EC v r I \�'-�- / I \ 1 I . 3 LOWER FLOOR CONDITIONED 644 S.F. J \ _-- / / I \\ -fir-- TOTAL CONDITIONED }NI S.F. GARAGE I` GENERAL NOTES 1 ) G 5529E z 1 \\ i 1 / i FRONT PORCH 66 S.F. / COVERED BACK DECK 120 S.F. • HOUSE WILL BE HEATED BY FURNACE LOCATED IN 4 _,m_I 0 I `\� _ - </ I p UNCOVERED BACK DECK 116 SIR Z GARAGE. • WATER HEATER TO BE LOCATED IN SAME I LAWN _ / \ I \ y I'@/ J 4 4 W Q 0I I ' ` I n I 9 SQUARE FOOTAGE 19 MEASURED TO THE w LOCATION AS FURNACE //4 W yI I -^ -. / \ I \ y y-- 0 a OUTSIDE FACE OF W4LL9 OF ALL FINISHED V� r-- \ \ W SPACE STAIRWELLS ARE COUNTED ONCE, `S I / 1 \ I N ' ® 1: gPPROX HALF ON TOP FLOOR. HALF ON �J ri I m W v I / PROPOSED \ I \\ J, J, A ® G BOTTOM. OPEN TO BELOW SPACES ARE (� DRAINAGE NOTES Z 9 I l \ 1 \ I NOT INCLUDED IN CA CU 4TIONS. GARAGE JLu • ROOF f SITE DRAINS IN 4' PVC TUSWTUNE AND - Q __� r - i /j RESIDENCE \\\ i \\\ _r��/ I 6 a AREA IS CALCULATED Q RUN TO IWGROUND DRY WELL LOCATED 4T NORTH I V V V END OF PROPERTY. �T"--`y---l- _ - - -_- - - - - - _ ` ' ——'\' I 3 • KEEP ORVEWAY9IPAVED AREAS SLOPING AWAY I r r j 1 , w< - \ I IV IV ' N RGM HOUSE. I - - - - - - - T - - - - - - - - - _ - - -, e .Y LOT COVERAGE ��II •'I I :\ FRONT PORCH - a` _J W EROSION CONTROL I _ _ - � Y EVERGREEN TREES LOT MZE 5009F. —t UNE OF G4�AGE I-- - y / S� SEE ' ANOSCAPE NOTES GUIDING FOOTPRINT •V - COVERED FRONT PORCH NOTES i " ©� < © J� © BACK DECK - • O INSTALL SILT FENCING ON DOWN I `-�J / 0 N O SLOPE SIDE OF MATRE EXTENTS OF EACH SITE UNDER 3 m ? / / \ TOTAL ]1159.F. CONSTRUCTION OCT FENCING TO REMAIN UNTIL ALL R / IS LOPE 'Y ✓' - 2 = ONSTRUCTON 19 COMPLETED AND LANDSCAPE I8 IN ELECTRIC METER v 1 `I / PROPOSED \\ ©I 9 v v + / / vim ' J PERCENT4GB lSB 8 U C y 3 PLACE I v r V / ATTACHED \ w v • 4DION i0 OCT FENCING \COVER ALL . /I / GARAGE 8 • , / 'E !'Az SOIL 1® INDN STOCKPILED W11u VISQUEEN BMP L233 v -t1_ 1/-- \\ V W O ~ BLT FENCE N v ; .. ., ' Y �` IMPERVIOUS aQ � LANDSCAPE NOTES I V I t — \ ' � ?BBB AA I SURFACE � aa • Am APPROXIMATELY 4200 9F44 OF THE 1500 S.F. LOT , - - - - - - - - - - - - - - - • S'-0•• y, / ". %V�'~ ' �.(. 1(\ WILL BE LANDSCAPED WITH OTHER LAWN OR �/ " J�'� V 1 TOTAL UNDER ROOF 2360 S.F. PLANTED AREAS (TWO IS APPROXIMATELY 5b8 OF r • . , PAVED DRIVEWAY f WALKWAYS 546 S.F. THE LOTS A MINIMUM OF (5) TREES WLL BE PLANTED Am, - I • 7 ON THE O LOT, WITH NO MORE THAN 30% BEING OF THE BHP Clll I p- / ' At • r ' ," , Y E IV I Y TOTAL 2526 S.F. SAME SPECIES. EVERGREEN TREES SHALLMINIBE M 4• CONSTRUCTION ROAD/ ' ` • * • I 'to >'WAT WoLOW It 'I'I 4 / D U TALL. WHILE DECDUOUS TREES SHALL I4 EA HAVE MN 1112' PARNG AR 10 --- _. r l A[WE CAUPER AT CHEST HEIGHT 1 0 I v 1y , • PR6P09E -- _ _ - III- 4 SLOPE PA VEO - 1 ,/ / T: _ R EWAY n BMP C154 K FIRE AREA W ENERGY CREDITS I- I 1J . I W WEBGN4TED CONCRETE WASHOUT AREA 1' v I 1 \ i1 MAIN FLOOR UNCL COV. DECKS) }ObB4 F F Tula RESIDENCE 15 A MEDIUM DWELUNG UNIT 0500 - $000 S.F.) I L _,,._ - J I• , • e • - ll(��VVV LOWER FLOOR UNCL UNDER DECK) . WHICH WILL REGIME 3.5 CREDITSmm PIT. 14.59 ---- - II TOTAL MIS S.F. , OPOON DEbcRP11011 CPF'tM6 20. 0• V IA EFFICIENT GELDING ENVELOPES 05 POWER PALE DRIVEWAY WIDTH Cc W VERTICAL FENESTRATION U FOR EVERY WINDOW / - P PROPERTY LINE 49=0• 15•-9' Q SLAB ON GRADE R-10 PERIMETER UNDER NOTE. ALL ROUNUTILITIED WILL UNCONDITIONED SPACE (GARAGE) f UNDER ENRE BE UNDERGROUND O ULDING EXTENTS CONDITIONED SPACE (BASEMENT) BHP METER WATER Z 0 TI 25 MR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.0 EXIST. CURB CUT - -� LOCATION COVER W/ STRAW D RAW I N G INDEX V MR LEAKAGE 4T 10 MR CHANGES PER HOAR MAX BHP C105 / \ 5 SIDEWALK OR VISQUEEN It SILT FENCE ALL HOUSE VENTILATION MET WITH NOW EFFICIENCY \ AROUND DOWN SLOPE SIDE(S) PAN NOT INTERLOCKED WITH FURNACE FAN WI MR CONSTRUCTION ENTRANCE SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.85 SITE PLAN LEGEND PROVIDE 17 WIDE X 20• LONG AI 517E ; LANDSCAPE PLAN 6y/ (MR) CONSTRUCTION ACCESS I M 3A HIGH EFRMENCY HVAC EQUIPMENT 10 s W W.CRUSHED ROCK BASE P YY . 2nd STREET - ��VV 045 FURNACE WITH MN ,< pyMUM AFVE OF 548 LONG. DRIVEWAY LOCATION Q COVER PAGE — Z ® EVERGREEN TREE 5C EFFICIENT WATER HEATNG 1.5 _ - _ - - - - _ - - - - - - - - �5E - - - - - - - - - - A2 FOUNDATION PLAN w W GAS WATER HEATER WITH MINIMUM OF OF 0.51 ® DECIDUOUS TREE w loom MISS TOTAL CREDITS ..a A3 FOUNDATION DETAILS ©© 5HRUBIBU9H A4 MAIN FLOOR PLAN a N IL A5 LOWER FLOOR PLAN ORN4MENT4L GRASSES SITE Sc LANDSCAPE PLAN A6 MAIN FLOOR FRAMING PLAN a UPPER DRAWN BY JAD LAWN NoarH SCALE: ve• = r -D• ROOF FRAMING PLAN SCALE as NOTED JD JOB% 1137NC17-DElil l AT MAIN ROOF FRAMING PLAN Q DETAILS DATE 1112112017 PAVED SURFACE -t AS BUILDING SECTIONS CRUSHED AGGREGATE GREATER Fzr REVISIONS THAN 3• BUT SMALLER THAN ti = _ GRAVEUROCK SURFACE ,___ _�_•_•,,, A9 ELEVATIONS SOUTH Q EAST - PROPERTY UNE A10 ELEVATIONS NORTH Q WEST re BUILDING SETBACK I . 4NI, %A OF UNE OF BLDG. FOOTPRINT 51 STRUCTURAL DRAWINGS 52 STRUCTURAL DRAWINGS - - - - - - UNE OF ROOF 53 STRUCTURAL DRAWINGS CONSTR . ENTRANCE SECTION — - — UTLTYLINE w J S4 STRUCTURAL NOTES Hl NO SCALE SILT FENCE SHEET I OF 14 B Q � D jd design JIM DUNLAP (560) 982-0535 -61/]• [ -5 Ile JIM®JDDESIGNDRAFTING.COM 1r-91/4• - FOUNDATION NOTES ONO TUBE PER FOOTING - PER DETAIL LL g 'Z' ON 93 T • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER - - r -I r 9CECONDITIONSS I THE R N VERIFY ALL OIMEN&Otb 4N0- -' CONDITIONS THE EID. '- _ • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS ACCOMPANIED- J W INFORMATION ONARC PLANS CTURAL DRAWINGS. FOR - - - - - - - - - - - - NY ' CA BETWEEN E AND ARCHITECTURAL DRAWINGS REFER TO ENGINEERIN G. 1• T' I - - - - - - - - - - - - FOOYNGS ARE TO BEAR ON UNDISTURBED LEVEL y'> r I SOIL DEVOID OF ANY ORGANIC MATERIAL AND T ! I STEPPED A9 REQUIRED TO MNNTAIN 15• DEPTH A S BELOW GRADE DETNDATION PER I I 1 I • SOIL BEARING ASSUMED TO BE 2000 PSI- AL W ON 93 I I A3 I I COVER CRAWL SPACE GRADE WITH HIGH DENSITY ( POLYETHYLENE HIGH DUALITY VAPOR RETARDER. - - - - - - - - - - - - - - - - - - - J I e I LAP EDGES ItMIN, AND EXTEND I3• MN UP L . • it ' �� - - - - - I I FOUNDATION WALL . I -- • I ':• - �• •-^ J SEE BASEMENT FILL UNDER SLABS ON GRADE TO BE MH 4• DEPTH I - - - - - - - - - - - - - - - - - " T - - - - - - - - - - - - - ATION PER I GRANULAR MATERIAL COMPACTED TO SSE. DETAIL [ i. L 'H' ON 53 [ I I CONCRETE SUBS TO HAVE CONTROL JOINTS AT 15' MAX INTERVALS EACH WAY. PWMO(NG LOCATIONS 1 I + I • CONCRETE SIDEWALKS TO HAVE 3/4• TOOLED JOINTS 43 [ ,C. EACH WAY. + '' • WRE MESH TO BE USED IN CONCRETE SLABS, SEE P�NEERING, S3 FOR FOUNDATION I POSITIONED IN MOD.LE THIRD OF SLAB. I I REINFORCEMENT CHSIZE AND ANGES J J CONCR 1E BLAB ! ' I USE HIGH DENSITY POLYETHYLENE HIGH OUAWTY IV q I I BASED ON STEM WALL HEIGHT 4• CONCRETEL4B W!9I 6 X 6 % IOIIO i I - VAPOR RETARDER UNDER CONCRETE SLABS IN _ I I I WHIM, OVER MIL POLY VAPOR t GARAGE AND BASEMENT. 4B 6 I I BARRIER, ER 1• RIGID INSULATION ` 1 A WATERPROOF MEMBRANE IS TO BE USED ON _ T I HRCUGHOJ4OVER 4• COMPACTED E j FOUNDATION WALLS BELOW GRADE DI d3 �. GRANULAR I [ I . A DRAIN TILE WITH HOLES, NOT SILTS, 16 TO BE USED. I SEE BASEMENT k 1'-6• X ]'-6• X 9• DEEP THICKENED [ I b DRAIN TILE 19 TO BE POSITIONED 90 THAT HOLES �I NDATON PER - - FTG WI G) F4 REBAR EACH WAY 1 - ARE FACING DOWN DETAL 'u' oN 93 _ 1Y-5' [ I 43 . A LATER OF ROUND, WASHED, DRAINAGE-GRADE - I GRAVEL 15 TO BE USED OVER ORAN TILE, NEW TO r SEE CRIPPLE WALL _ OOTNGS. 30 5. FELT PAPER 19 TO BE USED OVER Z e [ DETAIL 'C ON S3 1314• 4'91/4• [ i THE GRAVEL 1 , 1 H I • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT w U I TH CONCRETE TO BE PRESSURE TREATED. m I N — — • • _ I [ BEAM POCKETS IN CONCRETE TO HAVE 12' • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AIRSPACE 4T SIDES ( END9 WITH MH BEARNG OF 34 I i� - r - _ - - A3 —[ • - FOLLOW NC JOST FRAMING DETAILS PER 4 1 „ 43 IL J [ I • PROVIDE BLOCKNG ABOVE ALL BEARING WALLS TYPICAL RETAINING D Q ' I �• i I AND BEAMS. WALL PER DETALJ I ON 53 r ALL CONNECTORS AND FASTENERS IN CONTACT WITH CRAWL SPACE I [ PRESSURE TREATED WOOD SHALL BE HOT DIPPEDca 1b• x 6" % D• VENT COWER WI b ML POLY VAPOR BARRIER I • ' GALVANIZED OR EQUIVALENT PR0TECTIOI N ® I I TTP. W PL • • .. I I4 ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR I STEM WALL HELD UP b L - - - W r A3 FRONT PORCH i • I 6 SPACES. ACCESS OPENING THROUGH PERIMETER p w - - - - - - - - - - - - - ♦ w ` •0 WALL SHALL BE NOT LESS THAN IB• X 14•. EI ANY ¢ • PORTION OF iHROUGH-WALL ACCESS 19 BELOW ^ T I I GRADE AN AREAWAY NOT LESS THAN 19• X 24• - CRAWL SPACE ACCESS 0 $HALL BE PROVIDED IIRC R40S.4). - - _ J L - - - - - - - - - - - - - - - - - - - - - :: - s - - - - - - - - - - - — MR 14. ODE X 36• TALI. ' - HZD CONTR TO RDINATE .•y, ACCESS DOOR • pLOCKAOR9OWWl MECCH. ELECT FOUNDATION SIZE { { SLAB V.• .. .. • : I - - - - - - - - - - - - - - - - - - - - - - - - - - - _ i R ' - - -� - - - , (• 0 1 L _ - - - - - - - - - - - J I LOCATIONS. Z _ I I I I I • [ - I • ALL CONCENTRATED LOADS FROM ROOF TRUSSES O N I PORC 4 MIST BE TRANSFERRED TO THE FOUNDATION WITH 4 3 y 3 p •? I I 9 - - - - ' - - - - - - - BUILT-UP POST AND FOOTINGS AS REDURED. VERIFY G - d BLAB i i S. LOCATIONS WITH TRU$9 ENGINEER ANDIOR L H R 43 I r STRUCTURAL ENGINEER. l i l I L — — — - - - - - - - - - - - J i I TYPICAL RETAININGUl Q UU II I I q3 WALL PER DETAIL 'J a H Q a f I 1 I41 _ - - ON 93 e I ARCHED CONCRETE STEPS r - - - - - -SUM I I I W111• TREADS. RADIUS AT F' I CRAWL SPACE I i I CONCTRACTOR DISCRETION 18 • ' I I AS V4 VENTILATION A3 I 3'-9I/1• -W V-21/Y PROVIDE VENTILATION IN CRAWL SPACE WITH I I FOUNDATION VENTS. PROVIDE I S.F. VENTING PER I I I ! I _ 150 S.F. OF AREA I I GARAGE BLAB CRAWL SPACE = 444 S.F. I ICONCRETE SLAB W/ 6 X b x IOIIO I I 9 4441150 • 2.S6 S.F. OF VENT AREA REQUIRED I wWM, OVER b MIL POLY VAPOR i• `m 2.9610.56 NET FREE AREA VENT ✓"i •[ I BARRIER, OVER Y RIGID INSULATION i RG1FD CONIC ETE STEPS X e•_ AROUND EDGES, OVER 44 COMPACTED = (6) VENTS REOREQUIREDMH Gb• Ott)It FILL • I W/ TREADS. i l I CONCTRACTOR DISCRETION. i I L• VENTS TO ME CORROSION RESISTANT ORE MEAN. WITH 1/4• I FOUNDATION PER I I DETALWON S3 LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER I I I I aF BULONG. d � I � f I f•�I I Iit O A3 43 I .i I BLOCK OUT FOR 'i BLOCK OUT FOR 9' — I I WIDE GARAGE DOOR WIDE GARAGE DOOR I I - - - - - - - - - - - - - - - - 5511530'9 OR PER % P,t peW p 0 �J 9 0'90R PER i /. -4 ` D L ' ON 934 Ile 9• DETAL '� ON 93 ETAa / - // N 0 f37964 D ' •7eal m S 4 NIL 49'-0 i "'+ONAL�G DRAWN BY JAD SCALE I/4' = I'-W UI10 JD JOB% 1137NCI7-DEMM FOUNDATION LEGEND DATE 1112172017 FOUNDATION PLAN REVISIONS FOUNDATION STEM WALL NOR7M SCALE: 1/4• = 1'-0' FOUNDATION FOOTING 444 S.F. CRAWL SPACE ORDER/OEAM OUTLINE OF WALLS OF �� SUPPORTED FLOOR ® POST ABOVE SHEET 2 OF 14 N2' GWB SIDING PER ELEVATIONS 2 X 6 STUDS F 16' O.L. R T INSULATION 3/4• TTG PLYWOOD OR DES &UISFLOOR ?• l� II]' (MN) GWB TA6' COX OR 095 SHEATHING 2 x 6 FRAMING ✓\ D JOST9 PER PLAN ut! CONT. RIM JOIST J al' CONCRETE SLAB ON 6 MIL. j d design VAPOR BARRIERPRESSURE TREATED 2 X 6 BILL PLATE ) SEE ENGINEERING 91 FOR ANCHOR BOLT - x 6 X IaIIB WOVEN JIM DUNLAP - 9PECRc4TION9 } Y -- / �, WIRE MESH (360) 982-0535 - J\ -.� /� \t , JIMSJODESIGNORAFTINO.COM GRADE A\ ./ L 1rl `. R-3D INSULATION . Ili • . _ - - _• lyl R-38 INSULATION - 1(: d' DI4. STORM WATER TIGHTLME —�rl Y ° • B' STEM WALL TYP. .�I R-10 RIGID ft1 ULATON - WATERPROOFING MEMBRANE II °I[ ♦' MN, COMPACTED GRANULAR FILL CONTINUE OVER FOOTING SEE DETAIL ON 93 FOR FOOTING SEE DETbL 'I' FOR OTHER REBAR PER FOUNDATION ° JI SIZE AND FOUNDATION TTPICALCALL OUTS REINFORCING SHEET 53 / ��\ >• A• CIA. PERFORATED ORAIN TILE • %' / REINFORCEMENT. I O) FA REBAR CONY. I 'CONNECT TO TIGHTWNE - II • �r IN FOOTINGS _ °j1 619E VAPOR BARRIER CONTINUE MIL VAPOR BARPoER , CONTINUE OVER FOOTING CONTINUE OVER FOOTING AI DRAINAGE GRADE GRAVEL • II I ° SEE 93 FOR FOOTING 912E AND t FILTER FABRIC ==�1 ° c JJ • FOUNDATION RENFORCEMENT. UNDISTURBED EARTH • BLOCKING PER JOST 9UPPWER R-38 INSULATION UNDISTURBED EARTH JOISTS PER FLOOR FRAMING SEE ENGINEERING, 93, FOR _ y _ I/I• GYP. BOARD - PLAN REINFORCINGCHANGES BASEDONSTEM WALL HEIGHT SEE ENGINEEWNG, 93 P•••EEEIIIR ENGIN ERING,"•1183 ABED ON S R-T INSULATION 6 AIL VAPOR BARRIER 2 X A FURRING ICI TYP. FND ., WALL DETAIL 5 GARAGE @ CRAWL SPACE ; AIR GAP y,"•• SCALE 3/4' = I'-0' • CONCRETE SLAB ON 6 MIL • SCALE: 31W = I '-0' VAPOR BARRIER. R-10 RIGID M ULATON SEE DETNL ON 93 FOR FOOTNG 912E AND FOUNDATION _ • I : RDNFORCEMENT. _ •i` SEE CRPPLE WALL DETAIL Y ON 53 V 1/Y GWB V l - . I Q SIDING PER ELEVATIONS 2 x 6 STUDS F 16' O.C. `• &D1 � • . ' SEE 3 FOR FOOTING SIZE AND 3/4' TSG PLYWOOD OR OM SUBFLOOR _• J FOUNDATION RENFORCEMENT. IM' GWB .w ' 1/16• COX OR OSB SHEATNNG f R-T INSULATION R-3B MSULATIOI A N WL4R M COMP FLL z W SEE DETAIL " FOR OTHER !-".1 CONT. RIM JOST ACTED GRA PER ENGINEERNG•93 TYPICAL CALL-OUT9 `�� 1 • CONCRETE SLAB ON 6 MIL _ £ VAPOR BARRIER PRESSURE TREATED 2 X 6 &LL PLATE X I011e WOVEN WIRE MESA SEE ENGINEERING 93 FOR ANCHOR BOLT -� - Z 2X6 STUDS al6. O.C. -`.l SPECIFICATIONS. ��}` ; , BASEMENT @ CRAWL SPACELU - GRADE U 1 - l\ •\ j /^`/ ;\`•�, t . ten,`, (/" / SCALE: 3/4• = I'-0• o Q z ,- . - . - Mali II II n ° TT tt�' ISII ' L 'Y.�l(' ' l u�r• ' ` I�•a TYPICALDIET C4LLFOR OTHER W ' • YIN COMPACTED ,\ /.Yy . I r' GRANULAR FILL NOTE; DO NOT BACKFIIL WALL UNTIL BOTH I SEE DETAIL Y FOR OTHER • A JJ• R-10 RIGID INSULATION FLOORS (BASEMENT AND MAIN FLOOR) ARE 11 TYPICAL L4LL-OUTS = ''` *-* CONSTRUCTED AND CONCRETE SLJV5 ' If SEE ENGINEERING 93 FOR - Z (2) FA REBAR CONY. CURED. HMO COMPACT BACKRLL WITHIN / �' FOOTING SIZE AND FOUNDATION �Y�,, 2 X D PT BILL PLATE RIPPED - O IN FOOTINGS S' FROM WALL / REINFORCEMENT CHANGES Fd F EA O.L. L � O wm ~I ' ABED ON STEM WALL HEIGHT Z l zz - x = DAYLIGHT WALL • AY FROM STRUCTUREB. SLOPE { D 2 ML VAPOR BARR ER AWAY FROM STRUCTURE Y W �C5 n 3 O SCALE: 3/4' = I '-0' •11 CONTINUE OVER FOOTING z ` UJ DRANAGE GRADE GRAVEL •�_ - _ b __ .-. - ate H < FILTER FABRIC _} _ _ _ _ . -e _. W sow UNDISTURBED EARTH .ImIT ' ` IL PER ENGINEERNG 93 \ \ Ma1/2• GUS OPTION SIDING PER ELEVATIONS A' MN COMPACTED lNGE uANGER1116' Co% OR 09B 9uEATNNG 2 % 6 STUN9 a 16. O.L. GRANULAR FULL NI30 EW JOST HANGER RETAINING WALL @ CRAWL SPACE { STEM WALL ANCHOR BOLTS PER ENGINEERING, 53 ' CONCRETE SLAB ON 6 MIL SCALE: 3/4' = I'-0' • 'jl J�� Ell? •WO`�L P.T. 2 x 6 &LL PLATE - VAPOR BARRIER U P O SEE 93 FOR FOOTING 1 AND -. FOUNDATION RENFORCEMENT. 6 % 6 X10/1O WOVEN WIRE MESH �.�J •' i r �'\ GRADE L ' 64 • ad- UNDISTURBED EARTH Ll- /'3N"y ° SEE DETbL 'i FOR OTHER I.� Cp. I, �1 A• qA DOWNSPOUT tIGHTWlE TYPICAL C4LL-gR9 LINE 53 vlOp,{y� II R-10 RIGID INSULATION I/2• GWB L WATERPROOFING MEMBRANE • II ' l 2 X 6 STUDS F 164 D.C. CONTINUE OVER FOOTING TI A• MN COMPACTED GRANULAR FILL SIDING PER ELEVATIONS HOUSE @ PORCH y REBAR PER ENGINEERING, 93 �%_ 3/A• T{G PLTWOOD OR 09B 9 DRAINAGE GRADE GRAVEL „ • 1/16• COX OR 090 SHEATHING '{` 9UBFLOOR SCALE: 3/4' = I'-0- S FILTER FABRIC =J 0) 44 REBAR LONT. IN FOOTING$ R-36 INSULATION O • CONT. RIM J09t �I SEE 93 FOR FOOTING &ZE AND ■ FOUNDATION RO `11=1`1 PRESSURE TREATED 2 X 6 SILL PLATE SEE ENGINEERING 53 FOR ANCHOR BOLT SPECIFICATIONS. �\ .\ i 1� /3 . d % ABU66 POST BASE Q A' CIA. PERFORATED DRAIN TlE % 3\J '3 - 1 6X GRADE \"! 7 ( J\ ` ' FA COIN. 6 Pt POST O 3 GARAGE WALL - _ .. D.L. GARAGE DOOR IL Q BEVELS CONCRETE SLAB SLOPE GARAGE GONG. PAD �. SCALE: 3/4• = 1'-0' L I19e THICK EXPOSED AGGREGATE 3/d' % D• OFFSET r H D X vERIFT W ZE/ DOOR SI OWARD GARAGE DOO Lyl THICKENED SLAB II• 2 x A FURRING Sit 1• AIR GAP CRIVMAT SLAB R-IO RIGID INSULATION y `yi y,\ : II ° R-211N9UUTIDN a LL 112• GWB : wl - - - FF IL Yf _ _ _- - _ . .NOTE DO NOT BACKFILL WALL UNTIL BOTH SEE INGI SIM N D 53 FOR 1- B II • - ° / LI- • i DRAWN BY JAD FLOORS (BASEMENT ENO MAIN FLOOR) ARE FOOTING &ZE 4NDOHOUNDATION I dam. - - 11d 6 X 6 POST CONSTRUCTED AND CONCRETE SLAB {, • I BNFORCEMENT ANGE9 - II •`- SCALE 3/4• = -0' Ix1U SIMPSON POST BASE ONSTR I -F{: ry ASED ON STEM WALL HEKaHT •• II I•11 e I CURED. HAND COMPACT BACKRLL WITHIN / „r-i r-� - i R-IG RIGID INSULATION I • • L JD JOB# 1137IIC17-DEMM 0) FA BARS EACH WAY W FROM WALL / `ltLT ° 1I • GRADE {`I - L ° OMP4cTED FLL II I MN COMPACTED OOK FA DOWELS P AD' !31 FA REBAR COIN. DATE II/LII20I7 • II •L II GRANULAR FULL _ COF 9AB CENTERLINE AS SHOWN _ •II TNCKENED CORNER REVISIONS _J IN) RMAR CONY. Nr ( YVY� X .yN,• rc FOOTINGS • - • ° • _ - - - - - FILTER FABRIC ORANAGE GRADE GRAVEL �•- J ° ' SEE EN13INEEFUNG, FOOT` EN13 SEES AND FOUNDATION • � - _ _ - = a=� • { • I RENFORCEMENi CHANGESAll R-10 RIGID INSULATION =JJ BASED ON STEM WALL HEIGHT PER ENGNEERNG 93 b c P R ENGINGEERING 3 Q THICKENED FOOTING RETAINING WALL @ BASEMENT 10 PORCH FND . WALL 91 GARAGE FOOTING A3 SCALE: 3/4' = I'-0' SCALE: 3/4' = I'-O' SCALE: 3/4' = I'-0' SCALE: 3/4' = I'-0' SHEET 3 OF 14 � D jd design JIM DUNLAP -6113• -9 Ili (560) 982-0535 _ JIMOJODESIGNDRAFTING .COM -6 Ili -3 3/4• -] 3/4• - b -4113 3•-30 Is p )ID T FLOOR PLAN NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND (3) 3366 SW CONDITIONS IN THE FIELD. • CONFIRM ALL POOR, WINDOW, CLOSET, AND ANY m OTHER ROUGH OPENING SRES WITH OWNER/ CONTRACTOR PRIOR TO WALL CONSTRUCTION U ALL N CONTACT MW CONCRETE MST BE PRESSUREITREATED M ERIAL USS CCORRONCH Qt RESISTANT FASTENERS WHEN IN CONTACT WITH i W- - ---{- -- y PRESSURE TREATED LUMBER. f _..— . m ( 09ERED) —"�— • ALL IS* SR WALLS FRAMED WITH 3 x 4STUDSDS AT 4i I6. O.G. AND SHEATHED WITH lllb' oSD ------------- PLYWOOD OR BETTER WITH 158 BUILDING PAPER m MASTER 15EDROOM I ALL INTERIOR WALLS TO BE FRAMED WITH ] XA 9 cEUNG WT. m - STUDS AT Iti O.C. AND SHEATHED WITH 1/2' GYPSUM _ n WALLBOARD UNLESS NOTED OTHERWISE It 31� 4 ]]16-G9MT—M4 PLO--]91FCBMT ) 3366 9u-- • ALL GLASS TO HAVE LOW E (0.40) GLA➢NG. GLA➢NG IN HAZARDOUS LOCATIONS TO BE TEMPERED PER 3000 _ _ IRC SECTION FI SEE R306.4 FOR DERNPON OF HAZARDOUS AREAS. I o DW (P .A PROVIDE SMOKE DETECTORS ON OR NEAR THE I Q A CDUNG OF EACH FLOOR, IN ALL BEDROOMS, AND UPPER FLOOR WEST FACING I Vf0 K JUST OUTSIDE EACH BEDROOM SMOKE DETECTORS GREAT ROOM WALL STUDS ] x 6 TO BE WIRED TO THE ELECTRICAL SYSTEM WTH TO BE U) ] X A P Iti O.C. _ BATTERY BACKUP ORC R3111 I RN1]2 UU KITCHEN RANGE HOOD EXHAUST O _ BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING 6 144 CBUNG HT. FAN WI MN 100 CFM /� THE FOLLOWING CONDITIONS WINDOW SILLS TO BE - RA Wl -111/3. 1 I A WITHIN 44' OF FINISHED FLOOR WITH A NET CLEAR A _ I LIVING RM MASTER �ZJ. — OPENING CLE of P SIN Fv reN THE OPENING ID HAVE 1 MIN CLEAR OPENING WEIGHT of 24• AND WIDTH OF NC EA 0' ORC SECTION AND).. 14 C°LNG HT. •m „ OATH AN m • ALL SHOWER AREAS TD BE FIN9HED WTH A SMOOTH, G E DIRECT-VENT GAS 00 P R N tf OVE DRAIN INLET TNS MATERIAL TO BE AB p FREPIACE. CONTRACTOR OI N VERIFY MANIF. FRAMING 3065 m IBNOOARD. OVER WATER RESISTANT PLASTER - I REQUIREMENTS Q _ • r S WIDTOILETS TO BE LOCATED TH 'OF TOTAL FINISHED CLEARANCE, AMID HAVE wz W 21 IN FRONT OF TOILET. TOILETS 0 13'-01 34 I -5 I/i - I MASTER w TO BE LIMITED TO 1.6GALLOWS PER FLUSH. A IL CLOSET • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL m -Z 1/]• ]1-51/]' W I WITH MK ]3• X 304 OPENING AND 30' Z ti 0 UNOBSTRUCTED HEAD ROOM. FRAME WITH 7 x It - _ m J MEMBERS. ui 0 ], ®• n _ • PROVIDE EXHAUST FAN IN KITCHEN AT MR 100 CFM o Q T AND BATHROOMS AT MK 50 CFM ALL FANS AND DRYER EXHAUST TO BE VENTED TO OUTSIDE OF 3 _ ^ n IF U i' 0 A PROVIDE MR 1/3' GWB OR EQUIVALENT TO GARAGE N ri ENT Y I n = o ® K u DINING _ ° HT' I i _ SIDE, BETWEEN GARAGE AND RESDENCE ANDIoRui m i 14' CDWG HT. A _ 1 • GARAGE AND ATTIC ORC R302.61 Y nA C.H. 0 PROVIDE I-HR. FIRE-REWSTIVE COMB 5/S' TYPE .K LL LAUNDRY GWB ON GARAGE UP FOR FIRE SEPARATION UNDER n AN O i ! fi ^ HABITABLE SPACE ABOVE GARAGE ORC R303.61 T ^ - _ Il JI' _ N C.H. �(�fl m �{4N • DOOR BETWEEN uO19E AND GARAGE TO aE I-II]' L bS HOLE HOUSE r TRICK SCUD CORE, ]p-MIN SELF-CLOSING 0 V, F 13468 FIRE-RATED DOOR (R303.5.11 Z 3065 0 • PROVIDE RRESTOPS AT ALL APPUCABLE V) I 06 W • D LOCATIONS, INCLUDING HOLES AND ANY OPEN AREA& D Will 366 PI CLOSET ALL ELEMENTS AND SWITCHES FOR FURNACE AND 3 N 3 c 01 PRE-RATED PURR SELF-CLOSNG DOOR b LANDING _ 01/]' I'MB' CO •D 36 WATER HEATER TO BE IB' MN ABOVE SLAB. _ SMT 3646 CSMT G J 0aNxuRo nTnc , PO GH o W I CCE9a .NC ETE Q p„ � STAIR NOTES G N ' � ELECTRIC STEPS TO 3lA° A9 NEEDED • STAIRS TO BE FRAMED WTH MR (3) 3 x I] I]' TREAD DEPTH STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT Q4 TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS T WATER HEATER 19 REQUIRED II]• MN GUM GARAGE ALONG THE RUN OF THE STAIRS. O HAVE A VACUUM RELIEF TO HOUSE ftl U DEVICE AND TEMPERATURE • MINI HEADROOM CLEARANCE TO BE 6'-9• 1 C PRESSURE RELIEF VALVE VERTICALLY ABOVE TREAD NOSING TO NEAREST m PER 1015 UPC 504.6 T PS TO RAPE ODJECT ABOVE. g GARAGE 5 TREAD DEPTH STAIRS TO HAVE MAX RISE OF 1-314• AND F01 RUN OF OF 311 TO I-N4'. NO RISER TO BE 1MSS'THA II''. DIMEN&OWT °ETVEEN RISE AMID r 0 RUN ARE NOT TO VARY MORE THAN 31S•. ^ • ENCLOSED USABLE SPACE UNDER STAIRS TO BE u I-HR FIRE-RESISTIVE CONST. 5/6' TYPE '% GWB. • STAIRWAYS WITH 4 OR MORE RISERS TO HAVE AT MAST ONE TREAD NONNU S HANDRAIL AT 34 w - la ABOVE G WTH ENDS RETURNED TO I TERMINATE INTO WALL OR NEWEL POST.ul 1 • HANORAO TO HAVE GRIP PORTION NOT LESS THAN I` m I I I I 1-114 OR MORE THAN Z' IN CROSS SECTIONAL m I I I DIMENSION WITH 171i BETWEEN WALL AND NANDI I I I I I 0 GUARDRAIL NOTES • ALL WENCLOSED III LANDING5, BALCONES OR O PORCHES THAT ARE MORE THAN 30' ABOVE 0 O R DOOR 9090 O.W. DOOR GRADE OR FLOOR BELOW SHALL BE PROTECTED BY us A GUARDRAIL THAT 15 MIN HEIGHT OF 36•. OPEN GUARDRALS SHALL HAVE INTERMEDIATE RNLI - �J SUCH THAT A 4' PA. SPHERE CANNOT PASS _ ` IB'-e' '-1 3/4' I'-1.0 3/ 3' '-9' - THROUGH AT ANY PONT. {_p• 5 GUARDRAILS SHALL BE ATTACHED TO THE o STRUCTURE N SUCH A MANNER TO WITHSTAND A - SINGLE CONCENTRATED LOAD OF 300 LB9. APPLIED W IF I N ANY DIRECTION AT ANY III ALONG THE TOP. DRAWN BY :JADSCALE = I' -0' 11H0JD JOB# IC17-DEFIFI DATE /20I7 REVISIONS SEE ENGINEERING 53 FOR SWEAR WALL ' lQ C• BRIQO MAIN FLOOR PLAN SPEC"`°T1PN9 °jL� NAR„m` < jr NORTH SCALE: /L' = I '-0• / i 0' /j 4 a� 1297 S.F. LIVING SPACE 552 S.F. GARAGE - 1MA =�-- A4 � DIAL R`°D1S[13W' IONAS. SHEET 4 OF 14 B � jd design JIM DUNLAP (560) 962-0535 15'-6 Ur -511Y JIMQJDDESIGNDRAFTING.COM Y 11 I 511}- . -31/}• 5 314 } ,l. ENERGY CODE NOTES 6 6 • CONTRACTOR TO ADD ADDITIONAL FRAMING OR UNE OF NTILEVERED BLOCKING AS REQUIRED TO MEET CURRENT ENERGY FL ABOVE ODE REQUIREMENTS. -- — OGft ABO L - _ _ _ _ _ _ _ _ _ _ _ — • AR LEAKAGE SOLE PLATE MS TO BE CAULKED TOR O OWED D FLOOR. RIM JH BETWEEN STORIES TO BE CAULARETO ME AULKEDI HOLE3IN WDING ENVELOPE ARE To BE LECTRIC /SEALED INS It AV BUT NOT m UNITED TO ELECTRICAL, PWMBING ( uV4C eBJ 3346 CSMT 46 PIC 9MT RECESSED FIXTURES REl ON, SWITCH BOXES AND RECESSED R%TURFS 15 EXTERIOR WALLS OR CEILINGS +V ARE AN BE WAVE FOAM A WITH APPROVED V SEALANT, LIGHTS HAVE FOAM GASKETS INSTRATED, M TIGHT 4LL RECESSED T UGHTS ARE TO BE IC ROTE°, AIR NGNT SEALED Al SURROUNDING OWE. ROUGH OPENING 0 SCALEAROUND ALL WINDOWS { DOORS TO BE SEALED/CAULKED. • 4LL CBUNG EXHAUST FAN DUCTING TO BE INSULATED OPTI01Y u4LF-WALL RIBBING % AS PER CODE, TO HAVE AS FEW BENDS AS POSSIBLE, }SAe LSMT 13A6 PIC ]3A6 GSMT 0 9L m A TERMINATE AT THE EXTERIOR OF THE BULIXNG. 6060 • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND ORES, PIPES 4 X EFEB OUTLET BOXES. SH I] TALL PONY WALL . ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED Q I u4BFABLE SPACE TO HAVE SEALED JOINTS, CORNERS } H EX P BOOTS, AND INSULATED IN ACCORDANCE WITH WSEC �4] I EDITION SPECIFICATIONS VWSEC 2OIE1. m U AN E • A ONE PERM OR LESS VAPOR RETARDER OE KRAFT w ® DO m REC ROOM PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE _ LJ pAiH 2 m - WARM SIDE OF ALL INSULAnaa IN a - O X — A • ALL RECESSED UGUT FIXTURES IN THE THERMAL A5 — 5EDROOM T • CBUNG HT. iHROIGHOUT 48 ENVELOPE TO BE CERTIFIED UNDER ASTM E-263 AND p O $O L40EIED, OR SEALED AROUND THE EXTERIOR IN AN LL APPROVED MANNER TO BE AR TIGHT. LINEN AILWATER PIPES IN UNHEATED SPACES TO BE INSULATED IN ACCORDANCE WITH WSEC }015. ]068. GUARDRAIL . EXTERIOR DOORS TO BE ADJUSTED SO _ }06B RILL FURRING (TYP.) ' 6 WEATHER-STRIPPING, THRESHOLD, f DOOR SWEEP ARE 1- _ dLu° .E _ I G • WORKING PROPERLY ( SEAL WELL u�] ]• II IIY II I/]- V D/C AP (TYP ) L IN5uL4T1oN TO BE INSTALLE° IN STRICT A / UP i6 R SN-ChU YN ATTIC V 6+ CONFORMANCE WITH MANUFACTURERS m RECOMMENDATIONS FOR DENSITY [ COVERAGE PROVIDE VENT BAFFLES AS REQURED < INSLLATE S • Ar�f WEATHER-STRIP ATTIC ACCESS DOOR. J • PROVIDE MAKEUP AIR UTu FRESH AR DUCTED Y OIRECTLY INTO THE RETURN AR PLENJI•I OF THE o Q 2668 FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE 3 5` I O WSMC 2015. AIR. OR DE DAMPER TO REGULATE ,Iq]INo $TA(R 'A (UNEXC4VATED) IST?XiAG� • 14LL GAS COMBUSTION APPUANGES, EXCEPT STOVES 4 CI-DTHES DRYERS, TO HAVE COMBUSTION AR DUCTED w W DIRECTLY TO THEM. • ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A 0 MN Y VERT. It 10• HORIL Z Z CRAWL SPACE ACCESS WHOLE- HOUSE 3G }.• WIDE X 36' TALL N <`E" ODOR VENTILATION 3 „ 30 3314- PLYWOOD OR It B 9UBFLOOR ONE OF THE FOLLOWMG METHODS OLL BE USED TO MEET 5 HE REQUIREMENTS OF THE IM£RN4tIONLL MECHANICAL L r k CODE OMC) CHAPTER OF THE 2015 IRO DOUBLE JgST OR W D BEAM PER PLAN (M. A WHOLE wwO -HOUSE EXHAUST FAN, WHICH CAN W O % UU Q PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS a m Q J05T PER PLAN REQURED. FAN MUST BE CONTROLLED BY TIMER SET TO OPERATE MN OF 8 HOURS PER DAY. THE CFM FIRE BLOCKING CAPACITY OF FAN MUST BE 015 W.G. AND WAVE MAX ONE (NOSE) RATING OF L5. MIN. RM OF FAN MUST BE 105 CFM. PLYWOOD H4NGERBOARO (B). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL FASTENED TO CARRIAGES FORCED AR FURNACE SYSTEM FURNACE MUST HAVE FA F ST HEADER FRESH AR INTAKE DUCT AND BLOWER MUST BE ACTIVATED BY TIMER TO CIRCULATE DAILY. (3) ] X I] STRINGERS 518- TYPE •X• GYP. BOARD ON (GARAGE ABOVE) ALL SURFACES OF USABLE INSULATION SPACE UNDER 9TAR9 WALLS ABOVE GRADE BELOW GRADE am 1 STAIRS AT LANDING A-TI R-X COUNG it SCALE: 3/L• = I'-0' FLAT FL4T VAULTED O RMS R-38 O FLOOR CRAWL SEE STAR NOTES ON SPACE• 9LLB qU GRADE J R-30 R-le LL P A FOR 574R AND HANDRAIL NOTES • R-30 !FENDED FOR USE WIN WED T E I TIN• O BE USED THEN STAIR NOSING W - 1 1/A- R,QB INSULATION TO BE INSTALLED. O „ 1 PER IRC R311.15.3 TO' aF HANDRAIL K • // Q q O .i� EXTEND TO TOP J 4REBOTTOM WEER m. C URN 1'o WALL DRAWN BY JAD 5/D• TYPE X GYP. BOARD i W °Q SCALE I/: = I'-0' UI10 ON ALL SURFACES OF USABLE SPACE UNDER STARS C JD JOBk 1137HCI7-0EhIFI DATE II721/2017 (3) } X U STRINGERS w = LOWER FLOOR PLAN SEEE q ` REVISIONS CONCRETE SLAB K } E SPE EIF1cATEON3G S] FOR SHEAR WALL Q. lOOQ Z R� . RREBLOCKIN GAT TOP NORTH .S F.� • _ AND BOTTOM Ross }X THRUST BLOCK SCALE: 1/W = I'-0- STRINGER B/W STUDS 644 S.F. LIVING SPACE 37964 k�f,-ma�6. A5 STAIRS AT FLOOR aMAU SCALE: 3/4- = I'-0' SHEET 5 OF 14 FLOOR FRAMING NOTES T � d design RITTEN DIMENSIONS TAKE PRECEDENCE OVER • FOR FLOOR 9NEATHNG USE 3/6' COX OR 09B W SCALED DIMEN910N9. VERIFY dLL gnENSION9 4N0 STURq-FLOOR HIS. GLUE d1A NNL WI RING SWANK CONDITIONS IN THE FIELD. BD'S A ti EDGES t O• IN HELD U.N.O. FACE GRAIN ENGINEERING SPECIFICATIONS, NOTES AND PERPENDICULAR TO SUPPORTS. r DRAWINGS ACCOMPANIED UTH PLANS TO PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR JAM ) 962-0 - - - - — - - - - - - - - - - - - - - - - - - - - - - I 9UPERCEDE ALL INFORMATION ON ARCHITECTURAL • BEARING LOCATIONS WHERE THERE 19 A WAD (360) 9DESIG5 Q — _EF — I I DRAWINGS. FOR ANT DMCREPANCIE9 BETWEEN BEARING _ I PROVIDE nnBERs RAND RIMS WHERE FLOOR JIMQJDDESIGNDRAPTING.0 M ENGINEERING INE RING.ARCHITECTURAL DRAWINGS I REFER i0 ENGINEERING. JOSTS BEAR AT EXTERIOR WALLS. - I I I • REFER TO FLOOR FRAMING PLAN FROM FLOOR . ALL EXTERIOR WALLA ASSUMED TO BE BEARING. - - JOST MANUFACTURER/5UPPIIER. FLOOR JOST I I MANUFACTURER/SUPPLUER SHALL PROVIDE AND ALL BEAMS AND HEADERS TO BE L X 10 O.F. Fl I ISUBMIT ENGINEERED DESIGN TO THE BUILDING LLNO. I I I DEPARTMENT FOR APPROVAL PRIOR TO I I I JOST HANGERS L CONNECTIONS TO BE 'SInPSON FABRICATION AND INSTALLAnON _ • PROVIDE TEMPORARY BRACING AS REQUIRED • U AO.ALL CONNECTORS AND I I S UNTIL ALL PERMANENT CONNECTIONS AND PRESSURE TREATED WOOD HAUL BE ROT DIPPED S IN CONTACT H I I STIFFENERS HAVE BEEN INSTALLED. GALVANIED OR EQUIVALENT PROTECTION. _4 a' O t OV U I al BEAM HUNG USING HUCQ HANGERS I CONT. 6 % 6 P.T. T SEAM WHO USING POST IILQ RANGERS TO ROOF � o XAPat 3 'a POST TO ROOF FAUX CHIMNEY VENT CHASE — T X 12 P.T. T' % 13 P.T. X — — --� — - — ' — ' Fp „ �` T — — TTFiHfA TITIe ° I I I W �_ RIDGE — s:s.12 SLOPE 3.:s12 SLOPE Loo Ja9110 II Jag A • £ 1 -lie tan E • O L. LEDGER ATTACHED PER G I I I I PT ] X 10 PEG I I I I I I I I I I ROOF TRUSS S DETAIL L' S (TYP.) I I I I I 1 1 I I I n E ENG I I PR I '_�1Ij' X�/ �U� jI_JJJM••• LO, 7 I �EAH —F 1 1 In W U a Jill I I I Z IT I I I I I o III I I III I I I I I n D Q � I I I I a9T F )C O,c. B 1 II I I I II I I I LL o I D 11 Is TI i I IY a1BLE JOSS TO 00 — _ - - - - - - - - - h I I — � I I I I I I I I I I I allIE� I I II Ig QI 1 TRUSS � V) TYP. OvERHANGs I 91 I glll I I I I I illy 1 I I — N II BI z r._a. o I - - - - - - - - - - - - - - - - - � HTFT I I I I I II I I I I I I Oa �!- � v�io III IaB II r O 3 ~ NOTE. UPPER ROOF FRAMING PLAN - — I HEADERS DEPICTED ARE FOR TRAN90H I I I I I I FLUSH Bn — I ( CLERESTORY WINDOWS I Z I l0 AR G W A LR WL 9 ACE I II I I W- DF N 3 d OR HEADER AND OTHER FRAMING �U-- -V ,X++ — J�— �— Z SPECIFICATIONS SEE ENGINEERING 9I i 11 BErARINIR Paf)T 1 la. FL(BHiBENn C W W pow I I I I I I I I --nlI 11 I I o�l� I I I al It Na I I 3 1 All, a I' I I I IIII 1 Qgl1 N+r) 0 I I l i I I I I =14 I IC I I I II (BEARNOIWAI-1-1 AT L AWL 9P4 E) js l b' 61y I I I I I III I I I I I I I I I I I l I I o f of D° I 11 JDo 5 " ' D ROOF FRAMING LEGEND II tai14 v I I I I Z LL I NNE OF WALLS BENEATH I I O I I WINE OF ROOF I I I _ - - - - - WDDEN LINE OF ROOF STEM WALL HELD UP TO MEET I ® POST CONCRETE PORCIL HANG JOISTS L - - THIS AREA LL m - - - tr a w a UPPER ROOF FRAMING PLAN NORTH SCALE: I/A' = I'-0' — NOTE. ROOF TRUSSES AND FLOOR JOISTS SHOWN IN DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. _ C FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING L ATTIC VENTILATION REFER U TRUSS DESIGN . SPECIFICATIONS FROM — U09 SUPPLY TOFIPANY. FOR FLOOR IFIC NJ ATTIC VENTILATION REQUIRED. REFER TO IRL R806.1 LAYOUT REFER TO JOIST DESIGN ( 9PEOFICATIONS w AND RVENTIL FROM FLOOR JOST SUPPLIER D SQUARE FOOTAGE OF ATTIC SPACE FOR UPPER ROOF AREA • 150 S.F. 7501300 = 2.5 S.F. NET VEIN AREA REQUIRED. DRAWN BY JAD PROVIDE MIN 11150of AREA, OR 11300 IF HALF I9 REM AT EAVE AND REMAINDERER AT INN 3' ABOVE PLATE FLOOR FRAMING LEGEND SCALE 1/44 - r-o• Na UNE. OPENINGS TO BE COVERED WITH 1/0• CORROSION JD JOBk 1137NC17-0EMM RESISTANT METAL MESH OR EQUALEAVE OR CORNICE VENT SHALL NOT BE BLOCKED.. MA nAINTAIN MIN. i AIR Ja9T DATE II/ZI/2017 SPACE BETWEEN INSULATION AND ROOF SHEATHING AT THE LOCATION OF THE VEIN. — — BEAM/HEADER REVISIONS OR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS ' --_ - LOCKING, WITH 0) 1 1/]• MA. HOLES AND MESH SCREEN tiQ C' ABgR�440 — BENEATH OF WALLS OF FLOOR COVERING THE HOLES, BETWEEN EACH TRUSS. � IPJ oeWuy�lp/- BENE4TN FOR CLOSED EAVE SOFFITTIN USE CONTINUOUS SOFFIT [la,,y '/'� gUTLINE OF SUPPORTED FLOOR VENTING. /f t 'may ; //... ?ti _ _ - - - - "' BEARING WALL 1 `�� MAIN FLOOR FRAMING PLAN 96A \ . OUTLINE OF WALLS OF FLOOR ABOVE 97 NORTH SCALE: I/A' = I'-0' ., JOST HANGER/ANAL 6�G LOAD BEARING HEADERS TO BE POST 6 4 X 10 UNLESS OTHERW15E NOTED ® SHEET 6 OF IL � D jd design JIM DUNLAP - (360) 982-0535 JIMB•JDDESIGNDRAFTING.COM ROOF NOTES • TRUSSES TO BE SPACED AT 14' O.G. UNLESS NOTED. OTHERUSE. Q� ROOF PITCH MATERIAL SOMPOSITEA'C 542. • ROORNG TYPICAL ovERHANG4 ARE t WITH CONTINUOUS OVERHANGS QtW METAL GUTTER THROUGHOUT. OVERHANGS ON ROOF OF DECK COVERING ARE I]' PRE-ENO. ROOF TRUSSES P ]A' O.G. ( U : ( ; F GA TO DE SIA % 6 WITH CONTINUOUSMETAL GUTTER. a BARGE 1116' CD% OR 09B SHEATHING Q� 3 4 BE 51A x S.FTER9 ON ROOF OF DECK COVERING TO 1N9ULATION BAFFLE W/ COMPOSITE ROOFING SS}W I 4 ? AY ( • ALL BEAMS 4 HEADERS TO BE A X 10 D.F. S] UNG. PU i N AIR SPACE ° 6 PROVIDE SOLD BLOCKING OVER SUPPORTS. ] y f 4' 3.]S1t SLOPE B 3.15717 SLOPE Ali I h 5/4 x i FASCIA 315I I T A I iRU95E41R4FTER9 t0 BE SHEATHED WITH Thti COX CONT. METAL GUTTER OR il�/ _ 1 COS SHEATHING WITH 154 FELT DR BETTER USE p • / 3 j\ �3 ��\ ,Ij PLYWOOD SHEATHING ON ALL SOFRTED AREAS. / \ { \ / k I • PROVIDE ROOF CROSS VENTILATION FOR EACH ( '(I 1 SEPARATE SPACE WHERE APPLICABLE ' :ILL3.IS11 SLOPE 3.]5'1] SLOPE R-45IN4NL, o~ ,� ee - - F- TRUSS NOTES �4 Vra b}U TRUSS MANUFACTURER SHALL PROVIDE DESIGN ] % A SOFFIT RETURN I/Y GWB TYP. t K TO ENGINEERINGAU� AND TRUSSES. COPY O E LA AVNBIEON SITE FOR FRAMING CONT. SOFFIT VENT >;i< INSPECTIONS. uURA TRUSS IX RICANE TIE P E � �,� T • J ALL SHALL CARRY SHA CARRY THE MANUFACTURER'S SOFFIT BOARD OR TAG OECKING STAMP. £ 'Y 111' GWB TTP, O I • ALL TRUSSES SHALL BE STORED, NSTALL£D 4 Idi Y.J 6 STUDS P 16' O.c. Q D W BRACED PER MANUFACTURER'S SPECIFICATIONS, 1116' COX OR 055 SHEATHING � WI R-21 INSULATION a • s • TRU 0 SIDING PER ELEVATIONS yI WITH JT THE APPROvAL OF THE CUMING SHALL NOT BE ALTERED N THE FIELD W OA - ^ AND/OR APPROVED ENGINEERING CAU=AATION5L I- LL % R y p • PROVIDED BY THE TRIMS MANUFACTURER. Z UJ S. R T TRUSSES TO BE SHEATHED WITH 1116' COX OR w TYP. TRUSS/EAVE DETAIL Z w6 PLYWOOD OWING WITH 1O FELT OR BETTER. USE M Z 8 055 SHEATHING THING WITH ON ALL OR SOFFITED AREAS. 1 W PROVIDE ROOF CROSS VENTILATION FOR EACH J RIDGE D SEPARATE SPACE WHERE APPLICABLE. D SCALE: S/W = 1'-0' L �j Q 3.IS12 9LOO ( ATTIC VENTILATION T 3 ATTIC ON REQUIRED- REFER TO IRC R006A N O. No R606.2. Lb Lu Beb.t. PRE-ENG. ROOF TRUSSES P IA' C. 1 lO 9OUARE FOOTAGE Cf ATTIC 9P4cE FOR LOWER ROOF 11 ( AREA S.F. VI6' LD% OR 095 SHEATHING 11501300 . 3.51 S.F. NET VENT AREA REOUIRED. COMPOSITE ROOFING I� .1 PROVIDE HN 11150 OF ATTIC AREA, OR 11300 IF HALF 14 0 Z 514 x 6 FASCIA 3.25 Y ( �I _ p AT EAVE AND REMAINDER 4T D IT ABOVE PLATE N O LINE OPENINGS TO BE COVERED WITH V6' CORROSION CONT. METAL GUTTER RESISTANT METAL MESH OR EQUAL EAVE OR CORNICE O S _ VENT SHALL NOT BE DLOCKED. MANTAN MN I' AIR Z SPACE BETWEEN INSULATION AND ROOF 9HEATUING AT vNMi 3 rn iI I THE LOCATION OF THE VENT. LI 6 VI/ OR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS i 5 W L _aj BLOCKING, HE OU 112'BOl�ETWEEN HOLES H T MESH SCREEN G o F COVERING THE MOILER. BETWEEN EACH TRW9, Ul Ul W - - - 1 OR CLOSED EAVE SOFFIT ME CONTINUOUS SOFFIT W O W U FQU VENTING. Q - Z u.^ ` 1 ® n UU ] X A SOFFIT RETURN FRAME DOWN TO MATCH HEIGHT JI ^ OF EAVE SOFFR — � _ TOVER CONT. SOFFIT VENT J HANGS SOFFIT 50ARD OR TAG DECKING SOFFIT BOARD OR 740 DECKING 3,7512 SLOPE d 3.2YII SLOPE f� HURRICANE TIE P EA. TRUSS f~ BEAM PER PLAN rr }U WRAP I NOTE; TRUSSES AND FLOOR JOISTS SHOWN IN J AT DRAWING ARE FOR SCHEMATIC PURPOSES ONLT. 7 SEES P ]4 O.G. OR TRUSS PLACEMENT, DESIGN AND ENGINEERING now fow TRUSSES REFER TO TRUSS DESIGN 4 9PECIFlCATIONS FROM 2 TRUSS/EAVE DETAIL pRE'ENG. ROOF LAYOUTTRUSS UPPLYREFER TJOISTCOMPANY. FOR FLOOR JOIST C FOR HEADER AND OTHER FR4MNG LAYOUT REFER TO JOIST DESIGN 4 SPECIFICATIONS L W SPECIFICATIONS SEE ENGINEERING 91 FROM FLOOR JOIST WPPUER SCALE: 3/6' = I'-0' Sim cl LL W 1 x 9 OF RAFTERS P ]A' O.C. ( ,� A 0 1116 CDx OR 055 SHEATHING COMPOSITE ROOFING I O _ y BIRD9MwTH CUT VI/ , C. BRA a 2 5/4 X B FASCIA " y��oew"�+rq �F� -� Z_ Z CONT. METAL GUTTER 315 •� ' ,. A` ~ 37964 v rONAL� DRAWN 9V JAD SCALE 1/4' = '-0' U140 JD J09k 1137MC17-DEMM CUT RAFTER TAL MAIN ROOF FRAMING PLAN 3 X o 90FFIr RETURN DATE II/21/2U17 CONr SOFFIT VENT 4OFRT BOARD OR TW DECKING NORTH SCALE: I/4' = I'-0' REVISIONS ROOF FRAMING LEGEND 40FRr BOARD OR T40 DECKING HURRICANE VIE P EA TRUSS BEAM PER PLAN - DEAM/HEADER WRAP UNE OF WALLS BENEATH UNE OF ROOF S RAFTER/EAVE DETAIL - - - - - - HIDDEN UNE OF ROOF w POST H SHEET 7 OF 14 � D jd design O PRE-ENG. COMMON TRUSSES • ld' o.C. JIM DUNLAP 32 (360)3.25 JIMCI DDESI 35 JIMOJDDESIGNDRAFTING.COM FAUX CHIMNEY VENT CHASE R-451NSU -ATION n r ToP GF PLATE TTP. _ PRE-ENG. MONO-TRUSSES N R-45 INSOa ULATION d9 ULATON _ 1 TOP OF PLATE TTP. LIVING ROOM KITCHEN = (ENTRY BETO (MINING BEYOND) MASTER 8 R MAT , HA"AYri u4LLWAYi R-ll INSULATION R-A INSULATION 4 - _.. TOP OF SUBFLOOR TOP OF SUBFLOORILI - TOP OF PLATE TOP OF PLATE _l _ R-ll INSULATION R-21 INSULATION E REG ROOM 6At6 7 5EDROOM Y _ U- T R-T INSULATION C R-T INSULATOJ Fi Z W w Fl 11 TOP OF SIAB TOP OF SLAB w EXACT FOOTING SIZES NOT NECESSARILY m V O O DEPICTED. FOR EXACT FOOTING SIZES REFER i Z R'10 RIGID INSULATION TO ENGINEERING TABLE ON PAGE 53 (TTP) ui THROUGHOUT BASEMENT p BUILDING SECTION A - A 3 �/� SCALE: I/L' = I'-0' N ILI O M p 3 D m3o ARE-ENG. COMMON TRUSSES12 _I- u o r jk ld OC 3]5Ul < ow R-d] INSULATON d Q = Z w N Q d TOP OF PLATE GREAT ROOM 12 - - - TOP OF PLATE TYP. - I R-2I INSULATION L VING ROOM GUARDRAIL CLOSET t Ile MNL GWB O POWDER OPEN GUARDRAILS SHALL - - - HAVE INTERMEDIATE RAILS _ GARAGE F SUCH THAT A d' DIA. SPHERE O U CANNOT PASS THROUGH AT ANY POW — W IF 0 I iR-10 RIGID INSULATION AROUND PERIMETER OF GARAGE SLAB N TOP OF SUBFLOOR R TOP OF SU5FLOO - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - TOP OF PLATE n /\f n/ \r , /\/ \/( V7 CHECK MANIF. SPECS FOR PREFAB R-38 INSULATION _ _ O uOSER PRIOR TO FRAMNG TO CRAWL BPAGE - ENSURE WNOM ABOVE YSLL FIT R-II INSULATION F . 0 R-ll INSULAT DATN 7 HALL _ _ —OJ ��' _ _ NAPNRAL GRA LINE OF RL GRADE M TOP OF SLAB EXACT FOOTING SIZES NOT NECESSARILY DRAWN BY JAD rJ L , c DEPICTED. FOR EXACT FOOTING SIZES REFER SCALE 1// = 1'-0' 040 L - - _J Ot7R TO ENGINEERING TABLE ON PAGE 53 (TYP) JD JOB% 1137NC17-DEMFI CU -le RIGID INSULATION DATE II/21R01? THROUGHOUT 5A5EME W REVISIONS BUILDING SECTION B C3 SCALE: I/L' = I'-0' A8 SHEET 8 OF 14 � D jd design O JIM DUNLAP -- (360) 952-0535 - - JIM®JDDESI GNDRAFTING.COM \IL : HIGH PT. ROOF 'F3.15 _ FAUx CHIMNEY VENT CHASE COMPOSITE ROOF SHINGLES TOP OF PLATE GREAT ROOM T TOP OF TRANSOM WNOOW9 — _ _ - - - - - - _ _ CONT. 514 x 6 BELLYBAND 4016 PIG TTP. _ _ ti:: RBER CEMENT HORIZONTAL ' { LAP SIDING W/ 6' REVEAL TOP OF PLATE TTP. - - - - - _TOP OF WINDOWS _ / \ /< % FASCIA WI CONT. 266 METAL GUTTER FIBER CEMENT BOARD 9ryT SFfT CONT. 5/4 X 6 BELLYBAND w PANELS W/ CHANNELS \ / O Z jr _ _ in 50 (TTP] -- �V O� ❑ i FIBER CEMENT BOARD J \ / PANELS W/ CHAlNEL9 TOP OF SUBFLOOR TOP OF SUBFLOOR — — — — — — — - - — — — — — — — — — — — — — — W - - - - - - - - - - - - — - - - - — - - - — - - - - - - - - - - - til Z PRIMED CEDAR T1G SIDING AT ENTRY w p / \ SOUTH ELEVATION a W OIL SCALE: 1/4' = 1'-0' 3 _ LLI N Z 0 H # w W Qow --- HIGH Pt. OF ROOF p Q F a rc HIGH PT. OF ROOF .- - - - - - - - - - - - - - - - - - _ - - - - - - _ a _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rAQG. COMPOSITE ROOF SHINGLES - _ 3]5 TOP OF PLATE GREAT ROOM - - — — — — — — — — — — — — — — — — — — — — ai- _ Y —TOP OF PLATE TTP. - - -- - / --- ,5020 4WM Tyr. SING ]646 16A6 FIBER CEMENT BOARD - PANELS a PIG PC +* -. .- V+ F \ = 9 e � PANELS W/ CUAtNEL9 - _ _ FIBER CEMENT HORIZONTAL LAP SIDING W/ 6 REVEAL — O TOP OF SUBFLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - -- - - - _- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PLATE - - - - - - - - - - - - = - - - - - = — - - - - _ Q N - - - - _ — — _ — 3d 0 FE uJpr NOTE: DE-EMPHASRE CORNER TRIM PAINT SAME COLOR AS - i ui w UP SIDING AVERAGE GRADE * HOUSE - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ DRAWN BY JAD SCALE i/: LINE OF RE-GRAVE - - - - _ - - - - - - _ �-�V'B — = I'-O' UIIO - - - _ _ JD JOB* 1137NCI7-DEMM LINE OF NATURAL GRADE - - DATE 11/21/2W7 REVISIONS EAST ELEVATION SCALE: 1/4- = 1 '-0' A9 SHEET 9 OF 14 Djd design b x 6 OF POST JIM DUNLAP (360) 952-0535 - Gta FASTENED WI - JIM®JDDESIGNDRAFTING.COM IHICG HANGER 12 WI PT, OF ROOF _ - 514' X b FASCIA W/ CONIC, _ 4 X 9 OF IN WALL (RIDGE - - METAL GUTTER TTP. B _ -^ - EAM H4NG9 FROM E GREAT - - - li LONG 5-02" X IB-II]- GLB . - - _ — — — TOP OF PLATE GREAT ROOM FASTEN TO 0) STUDS MR WI NUCD HANGER 5/!' x 6 BARGE RAFTER ..... i-✓-_.-___. COMPOSITE ROOF SUINGLES - TOP OF TRANSOM WINDOWS 11 -,. •_ _ F\ 1 2m3 Plc TOP - PLATE TYP. ._Y ' - m ,-.� - - - - - - - lXDOFMN 1 B - - - _ _ - - - - _TOP OF wNDOWS / LLONT. 5/! x 6 BELLYBAND _ LONG 51!' X 12 BELLYBAND TYP. _366 9 336i 9H 366 SN 33669H3 . 1 // ) TALL GUARORG •�9Hi PIc NOG wRE RNWNGRBER CEMENT HORIZONTAL OPEN GUARDRAILS SHALL NAVE 0 P LAP SIDING WI i REVEAL -r- INTERMEDIATE RAILS SUCH THAT --- - " ---- - TWR tlG SPHERE CANNOT PASS 1HRGIGH 4T ANT POINT -- 11 - I -I- - - - TOP OF SU5fI C DR TOP OF 9UBFlDOR ~- _ .. . - _ - - - - - - - - z - - - - - - - - - - - - - - --J _ . __ _ . . - - - - - - - - - - - - - - - - - I I _ TOP OF PLATE w TOP OF wNDOW9 NOTE: DE-EMPUASIZE CORNER 2 \ .—: - /] IG 41TN, - -_....... / - - - - - - - - - - - - - - - - - - - - TRIM. PAINT SAME COLOR A9 WICO uANNGER9 G "Fe SIDINGLU / \ \ LL '— /33l6 3346 3 6 \ /G l9! 39lt�' — \L9MT PIG CSHT/ 6 \ 9HT F1C6 C9M j b 6 \ _ / A T / Z \ _ j A AVERAGE GRADE F HOUSE --- \ \ / / _ \ / F _ - - - - - - - - - - - - - - - - _ Z _ . . ..__.._ W UJ TOP OF SLAB C USINGBEAM WING uUCO HANGERS G Q 3 _ NORTH ELEVATION - N SCALE: I/L' = I'-0' zWrr IL 0 3 0 5� Map LU W Qow = Z4 = 6 D u � - TOP OF PLATE GREAT ROOM - - - - - - - - - - - - - - - - 12 r,-,;� , • - - 5 tit .• ❑ - — _ — 1 TOP OF PLATE TYP. •{ - - - -- - lG2B PIG IGie PIC O It 350 SW 3366 9H t44 HOG wRE RNWNG PROPERTY LINE SI — -" - - - - TOP OF9UBFLOOR � _ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ti _ _ _ - - - _ - - - _ � - - _ _ — TOP of PLATE _._"_ ___ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — _ _ 1 W UU a 3 o — _ _ - - � — WNE OF RE-GRADE 4_ a CEMENT NORIZONi4L _ _ — LAP SIDING W/ be REVEAL - - WNE OF NATURAL GRADE PROPERTY ._ n LINE a- ..... . ..... _. ...._ JAD DRAWN BY /1 SCALE 1/.' = I' -0' uNa TOP OF SLAG - - —' JD JOB% II37NCI7-DEMM - - - - - - - - - - - DATE 11/21/2017 i WEST ELEVATION REVISIONS SCALE: IlL- = I'-0- J�p . BRgo - �' P oo AS4, L UPPER FLOOR WEST FACING GREAT ROOM WALL STUDS TO BE (2) 2 X a 16' O.C. �� Im ::, Al 1DNALv SHEET 10 OF 14 ♦O C. BA4p p�Dv WAsyWQC�� n' 2X WALL STUD l O�IONAL� GO 2X6 PT LEDGER W/ (2 ) }" X rn 5" SDS SCREWS @ 16" O.C. Z a TJC37 TRUSS CONNECTOR TO EVERY WALL STUD 0 C I > Z w z af of Z O a� 4) 10 DF Q CC 4T. QVFRHANGqW w o ROOF BN� N HG « ® a=. E. D.C. LAD "TTLOOKERS v ¢ N NOT H FOR 0 NB= ION S� E I I : eu+cE RAnERRTLINAks./ en W �` ° n TRUSS TO WALL CONNECTION a e� al # ' Z # ° LL W I I I (] I J25:12 s1 N .2512 sloe � I m I mus 2x. BRACING Ev W I N W # > mus BLL weu O F o v OI W 4) Ons o > W N ,xl mxsb No xuLmyco.c' V GIRDER } N 325:12slope I 3.25:12 slope R } m } } } u, ei«ux BN — — — U ED p W O _ MORISON AD wGio srvow.0 ON 2X BLOCKING e0 I W W O W �I Ivs wuLiG GceUmuREOUIRi.1 �xA`1 W M LL m Z m > m V HUCQ HANGER I ¢ ag Y z Y as o 0 o w ¢ m GABLE END FRAMING DETAIL TRDSS SIMPSON H7 @ E EACH TRUSS V SCALE: 3/4" = V-0" TOP OF FULL K Io LENGTH SHEATHING S1 EN = EDGE NAILING. Bd NAILS @ 6' O.C. I �� BN = BOUNDARY NAILING, Bd nails @ 124 O.C. w 1 TYPICAL WALL TO ROOF CONNECTION I SCALE: 3/4" = 1 '-0" I 2 + 3.25:12 bIEF I cO 7 INSERT DOUBLE STUD INSERT DOUBLE STUD LLIONS MULLIONS OUTLOOKER PER GABLE END ROOF FRAMING DETAIL S 1 � Fn c� ti U EP 4X1 DF_#2 ! ti ti ® U 4Xt DF# CO X10 F#2 DINT. 4 10 D #2 � m 2 fl ti W N rq I y l ry cs 4 Set rq my 2 T I 4X10 F#2 wp Ga W W 2 v ovERHANOs ,J y I �`; W N � 3.25:f2 sbpa pl J25:12 slope Q Ei � w 0 y r ° fz1 d 9 y 6¢ 00 @ \ / faux cOl"er vent mase I Q 4 .` ca :1 4 � B, LL m \ / OUTLOOKER PER GABLE END Q' F, d .z }y \ ROOF FRAMING DETAIL LU Q. ON m W 7 RIDGE / IS L / \ ED Jsslz em rc — / \ / GIRDER \ / pre eN9 ry Wj INSERT DOUBLE STUD LLeMULLION oZ 2 4 10D #2 0 4X1 DF# CON -. Z W W W Z U _ r W � Q Q C) Tvp. OVERHANGs INSERT DOUBLE STUD J W N [n MULLIONS MAIN FRAMING PLAN ROOF FRAMING LEGEND U O CO O UPPER ROOF FRAMING PLAN ENGINEERING IS BASED ON THE — — — Bsu m AOER 2 > V ARCHITECTURAL ROOF PROFILE. TRUSS SCALE : 1 /4" = 11 - OR ____ LINE OFWALLS BENEATH °D Q SCALE : 1 /4" = 1 ° - O" COMPANY TO ENGINEER FINAL TRUSS UNLESS OTHERWISE NOTED HEADERS TO BE 4X10 LINE OF ROOF H W to Z (n � M Q LAYOUT BASED ON ARCHITECTURAL PLANS. HIDDEN - - - - - - EN LINE OF ROOF ® PoeL S 1 of 4 SHEAR WALL TABLE 1 MIN. THICKNESS PANEL EDGES BLOCKED CONNECTION AT OF EDGE SHEATHING ON EDGE NAILING / LATERAL RESISTANCE (PLF WALL ONE OR BOTH NAIL SIZE FIELD NAILING LOAD TRANSFER SHEATHING OR UNBLOCKED SILUSOLE PL- MEMBERS & SILL oNAs. SIDES OF WALL ® DISTANCE (MAX) WIND SEISMIC ® PLATE SW4 � 16" OSB OR q%2" ONE BLOCKED 8d 3" / 12" O.C. YES (3) 16d PER 16" 2X (NOMINAL) 685 490 PLY 1 SW-P a6" OSB OR 1732" ONE UNBLOCKED 8d 6" / 12" O.C. NO 8d @ 6" O.C. 2X (NOMINAL) 300 240 n z SWO 1e" OSB OR 2" ONE BLOCKED 8d 3" / 12" O•C. YES (3) 16d PER 16" 2X (NOMINAL) 685 490 N J O (D PLY = COX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. MST48 STRAP TIE MST48 STRAP TIE LU ® NAILS SHALL BE COMMON OR GALVANIZED BOX, UNLESS NOTED OTHERWISE. (3) FOR WALLS DESIGNED TO HAVE LOADS TRANSFERED AROUND THE WINDOW OPENINGS, DOUBLE STUDS MUST BE PLACED ON EITHER SIDE OF EACH WINDOW PER DETAIL ON S2 PER DETAIL ON S2 z Z � WITH EDGE NAILING ALONG BOTH STUDS, 0 O ® SWL TO BE CONSTRUCTED SIMILAR TO A CONVENTIONAL LATERAL RESTRAINT PANEL (LRP) WHEREBY THE HEADER IS EXTENDED TO THE OUTSIDE CORNERS. U) ® NO HOLD-DOWNS ARE REQUIRED FOR THIS SHEARWALL Ui w N I I I NOTES: (1 ) AS AN ALTERNATIVE TO THE SSTB20 HOLD-DOWN ANCHOR BOLTS, USE " ALL-THREAD/THREADED ROD A-307 WITH A MINIMUM EMBED ` OF 1011. USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH "SET" HIGH STRENGTH EPDXY. CONCRETE MUST BE AT LEAST 7 DAYS OLD. (2) UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SW-P (PRESCRIPTIVE WALL). g (3) ALL CONNECTIONS NOT SHOWN ABOVE, SHALL CONFORM TO IBC TABLE 2304.9.1 . MST48 STRAP TIE O I I PER DETAIL ON S2 w w W � N ❑ Use every other mad hen SW4 SW4 m r rn In a row to provide the } ❑ w m W oode-requjem END m J W J ❑ J ceLENGTH ❑ ❑ W ❑ W ❑ - ep SW4 w w ED > Ea n OVa1NI0 pGVelE eNVe USINGf W Q� m z m EL m J s� N xrroxG slmre0ry sos ecREws Q R Y Z y d ❑ U ❑ ❑ W Q N CLEAR J- olw oo. coxnxuau9. SPAN oR usESINF50ry cxwjrAVR�ERNur As nx FJRErvslox IlirV//' GRADE 141 END Exozrr lMUM EMB D. Du LENGTH sTEMWNLS' MIrvIMUM EMaEm. oErrN tanNG PGUBEo 2 Eq Ez FOUNOADON ma . MST48 FLOOR—TO FLOOR STRAP TIE ". (STRAP TO BE INSTALLED DIRECTLY ON TOP OF SHEATHING) n HOLD-DOWN DETAIL NOTE: IF SHEATHING COMPLETELY OVER-LAPS RIM JOIST AREA THEN J\ M5T46'S ARE NOT REQUIRED. 7� x F: Ci 0 ® � N W cas ® CAS Cx~S 0., cDO n b W W C b Z cS q - � to1 ' do N to 119 En UNLESS OTHERWISE NOTED WALL N V SHEATHING IS PERSCRIPTIVE NO SPECIAL SHEAR WALLS OR HOLD DOWNS FL� UNLESS OTHERWISE NOTED WALL � � m •e REQUIRED. SEE SWP IN SHEAR WALL SHEATHING IS PERSCRIPTIVE NO SPECIAL t 4 m cq 0. r� 1ABtr: 1 .00 SHEAR WALLS OR HOLD DOWNS REQUIRED, SEE SWP IN SHEAR WALL 14 SW4 SW4 U ® 0 ~ C Z ~7 _ LU W W Z DU2 HDU2 > U 0� _ LOWER FLOOR SHEAR WALLS HOLD-DOWN HOLD-DOWN q W 0 Q Q SCALE : 1 /4" = 1 - o MAIN FLOOR SHEAR WALLS J 0 N (� I— W SCALE: 1 /4" = 1 ' - 0" 0 w 0 U � � U CO Q Z U) o M Q S2 of 4 Q C.IN BRq� i t Jv 964 • �Rgb511•L4.P� 2X6 STUD WALL , ONASA SOLID BLOCKING REQUIRED BETWEE FIRST THREE JOIST BAYS A35 ANGLES REQUIRED TO CONNECT BLOCKING TO 03 SILL PLATE SEE NOTES BELOW. N z FLOOR JOISTS PER P Z o Ow IM JOIST N J I I I I H V-BARS H-BARS T-BARS 2xs scups 16• o.c. W z i• X 10' A.B. @ 2'-0' O.C. LASHING REQUIRED Tn ix 9EMBED MIN 7' IN CONC. O' _ 4' #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. }• X 4' SIMPSON SDS z W SCREW 16' O.C. ALVANIZEp LUS HANGER O O ECK JOIST PER PLAN (n 2X4 FURRING W/ 2• AIR SPACE WHER BASEMENT IS FINISHED. R-21 LU LU INSULATION in GINS COVER. (21 94 CONT. W (FURRING WALLOPTIONAL) REBAR \\\\/�\\// H A BC D V-BARS GENERAL NOTES: \ O' - 4' 6" B" 4" 2O° FLOOR JOISTS PER PLAN 1 ) FINAL GRADE: LEVEL SIMPSON DTT1Z W/}' 5• LAG SCREW Z OR SLOBING DOWN. T-BARS 4' - 6' 1 O" 8" 6" 24" 2X BLOCKING An INTO DOUBLE TOP PLATE QTY. DTT12 O AS SHOWN AT EACH END OF DEC K. f0 I I I 2) 100 PSF SURCHARGE IS FOR THICKNESS jVAofINCLUDED. ASTEN 2X PT LEDGER WITH (3) Lu 3) A 4" CONCRETE SLAB IS REQUIRED AT FTG. ROWS S (O X 4' UI VALEN SDS 4) REBAR LAP (L-BARS): (2) #4 CONT. REBAR SCREWS (OR EQUIVALENT) @ 16' O.C. W ' N p MIN. 160 FOR #4 BARS •MIN. 20 FOR #5 BARS } H ��i ��/ �� n DECK LEDGER DETAIL > W LU W m W cl LU ❑ K cl W ❑ - W Q a tu M 1-- m p Z 2' R' W II L-BARS / ' Q Y W an Y Q O N 4' DIA. PERF TIGHT LINE T-BARS REBAR LAP = 486BAR DIAMETER T-BARS V-BARS mP 4" CONC. SLAB W/ 6X6X1o11 -BARS #4 REBAR WITHIN W W M OVER 6 MIL V.B. AND H TOP 6" OF WALL 4" COMPACTED FILL VmSARS W 4 (TENSI • DIA. PERF TO BE SET ON BACK (TENSION SIDE OF WALL) 2' ORIZONTALS 2 GRAIN PIPE SET MIN. CONCRETE COVER 4 � IN GRAVEL -BARS, SPACING H VERTICALS • " SAME AS V-BARS I on —EA � .F B �F--- C EBAR LAP = 48'BAR 1� 7 WO •, , ' DIAMETER1 . �,,,4L p H43AR$ q' DIA. PERF V' RESTRAINT NOTE: DRAIN PIPE SET (2) #4 CONT. ' 1.) SOLID BLOCKING @ 4' - 0" O.C. WI 10D NAILS @ 4" O.C. FOR 3 JOIST BAYS, IN GRAVEL HORIZONTALS IN FTG. 2,) USE A35 ANGLE PLUS (2) 1.5" LONG SS SCREWS TO CONNECT BLOCKING TO 1 111 SILL PLATE. (TYP.) Z \/ J_ BASEMENT WALL SCHEDULE O LHEIGHT 'HIN VERTICAL HORIZONTAL NREINFORCING REINFORCINGH A B C D V-BARS L-BARS H-BARS T-BARS B 8' 11' 8' H' 30' #4 72' O.C. #4 @ 12" O.C. #4 15' O.C. 84 @ 15" O.C. • NONE ICITY. (1) #4 MONOLITHIC DI9' 14" 8" 1'-2' 36' #4@10' O.C. #4@10' O.C. #4@15" O.C. #4 Q15' O.c. WITHIN WAL hI�- B C f14 Q 4' O.C. &10' 17' 8' 17' 42' #4 @ 10% O.C. #q @ 10" O.C. #4 @ 15. O.C. #4 @ 15" O.C. A`- 18• ABOVE FTG 70P OF WALLD 11' 180 10" 18' 46' #5 @ 10" O.C. #5@10" O.C. #4@12' O.C. #4@12. O.C. #4 @ 24" O.C. lI4 @ 24" O.C. f i x NOTES: 04 12' 20' 10' 20' S0" #5 @ 10' O.C. #5 @ 10' O.C. #4 @ 12" O.C. 114 @ 12" O.C. 1, CONCRETE FC > 2,500 PSI w O)#4 @ 12" O.C. #4 12" O.C. LNI 13' 20" 12" 22" 54' #5 @ 8" O.C. #5 @ B' O.C. #4 @ 12' O.C. #4 @ 12" O.C. 3. REINF STEEL' GR. 60 FOR #5 AND LARGER. GR. 40 FOR #4 r I, w24 4. CONTROL JOINTS TO BE INSTALLED @ 254 O.C. MAX JOINT m FOOTING FOR 4' -AND TO BE an ti (� 4] b W w WIDE X 8• THICK AND STEM WALL TO BE 8' WIDE. C3 r, DEPTH TO BE 25% F WALL THICKNESS. rLb [J� TYPICALQRETAINING WALL FOUNDATION REINFORCING w w � I n BASEMENT FOUNDATION DETAIL w En � LO w N In duo y u co to VJ q no W IL UP W TO HDU2 2X6 STUD WALL XPT OSB POST PE0. PLAN ' CD/OSB CLEAR JOIST PER PLAN 18' OKAY TO USE SIMPSON CNW-5/8" 2X6 STUDS @ 16' O.C. DIA X 10 ANCHOR RIM JOIST CLEAR JOIST TO EARTH 12' COUPLER TO EXTEND ROD, snsE ON Aeuss Posr BOLTS @ Plan O.C. 7" MIN. CLEAR BEAM TO EARTH EMBEDMENT INTO CONC. OPTIONAL #4 CONT. AT TOP DECORATIVE BEVEL 12• SON6TUBE OF STEM WALL 94 CONT. AT TOP SQUARE OR ROUND 4' CONC. SLAB OF STEM WALL g" GALVANIZED THREADED 6• IN. ROD MIN 18" EMBEDMENT — DEPTH INTO STEM WALL. s• IN. zxs P.T. MUD SILL • \/ r DIA. X 10 ANCHOR BOLTS @ 484 O 4) #4 VERTICAL \ 4' DIA O.C. 7' M(N. EMBEDMENT INTO CONC. 0 HOOKS VERTICAL BARS / TIGHT LINE i SEE REBAR TABLE � VERTICAL BARS SEE REBAR TABLE w Ut 2 3" WASHER AND NUT ON i HORIZONTAL BARS \ \� \`/ ORIZONTAL BARS SEE REBAR TABLE Z } SEE REBAR TABLE / �m� Z W LU BOTTOM OF THREADED ROD. U (L' _ AS SHOWN. 4" DIA. TIGHT LINE Q I"' <> 1 " 4' DIA. PERF DRAIN 2) #4 CONT. REBAR Q • (2) #4 CONi. PIPE SET IN GRAVEL 16• U) Z REBAR 4n DIA PERF J LU N In 2 4) 94 REBAR 16' DRAIN PIPE SET Q LLJ EACH WAY IN s " ROD ALTERNATIVE TO SSTB20 A FOUNDATION GDYEL ETAIL n FOUNDATION DETAIL ? o co o Q �8 (� SONG-TUBE DETAIL SCALE: 3/4" = , '-0" c > 0 U �` SCALE: 3/4" = 1 '-0" oD Q LU Ln Z DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE S3 of 4 GENERAL STRUCTURAL REQUIREMENTS - 2015 IRC WOOD FRAMING ROOFS oC BR4o ' Default Wood Types: Unless noted otherwise, the material for a structural member is as shown: Unless stick framing Is specified on structural drawings, wood trusses are to be engineered by - P�� opw•xr�,, 76� REFERENCE CODES & STANDARDS FOUNDATION Posts .......................................................... Douglas Fir #2 (D.F.2) a truss manufacturer (MFG'R). International Residential Code, IRC 2015 Allowable Soil Bearing Pressure = 1 ,500 psf Beams .................................................0...... 4X10 Douglas Fir #2 unless noted otherwise Trusses to be checked by truss MFG'R and contractor before installation. -�� 'J ' ................................... Douglas Fir #2 D.F2 Truss MFG'R to be responsible for placement of girder trusses. -•' < /` w� Washington State Building Code Sawn Joists ............. 9 ( ) 37964 ' 9 9 Frost Zone Depth = 18 inches Install triple studs (min.) directly below all girder trusses ( o arLr� • National Design Specification for Wood Construction, NDS 2015 Studs, Sills, & Plates .................................. Hem/Fir (H.F.) or Douglas Fir (D.F.) .. �IO �G - Wood Frame Construction Manual, AWC 2015 Rim Joists (2x Joist) ................................... Same as floor joist material Contractor to install all lateral bracing in roof asxspecified . MFG'R, MAL Code: Cast-in-place concrete materials, placing, and testing shall conform to IBC chapter 19 and or6 Perimeter and bearing wall headers to be 4x10 or x8 D.F2 U.N.O. • Building Code Requirements for Structural Concrete, ACI 318-11 , Blocking ...................................................... Hem/Fir (H.F.) or floorloist material Minimum Design Loads for Buildings And Other Structures, ASCE 740 ACI 318-11 . All overhangs to be as noted on plans (18" U.N.O.) • Steel Construction Manual, AISC 2015 Geotechnical Report: Bradley Engineering strongly recommends that a geotechnical report be Exposed Structural Members ..................... Pressure Treated (P.T.) or Cedar performed by a qualified geotechnical engineer for all land based construction projects. If this Glued-Laminated (dry-use) ......................... 24F-V4 (GLB) Roof slope to be as noted on plans. Minimum slope is Is per 1 ' for drainage. 0) ....................... DESIGN CRITERIA information is not supplied to Bradley Engineering, footings are designed for 1 ,500 psi allowable Glued-Laminated (wet-use) Rosboro Treated 'X-Beam' Over-frame with 2x6 @ 16" O.C. Z soil bearing pressure. Moisture Content: The max moisture content shall be 19% at the time of Installation of Roof ventilation With ridge vent and vented soffit per IBC Table 12.03.2 Z a Earthwork: Locate and protect underground or concealed conduit, plumbing, and other utilities connectors, nails, and bolts for framing members. Attic access shall be provided for attics with an area greater than 30 sq. it and height greater rn DESIGN CRITERIA where new work is performed. Footings shall bear on undisturbed native soils and/or clean fill Pressure Treated Lumber: All members in contact with earth/concrete or exposed to the elements than 30". The minimum opening size is 22"X30". w z om� compacted in lifts of one foot or less to 95% of a modified proctor per ASTM D1557. Soils shall be shall be pressure treated (P.T.). Colorless end sealer shall be applied immediately to the ends of c7 DESIGN PARAMETER VALUE SOURCE g q FRAMING CONNECTORS IY � firm and unyielding. Ail organic and deleterious material beneath the footings, foundations, and members after fabrication and field trimming, treatment is not required for members � O Seismic Design Category •D1 ' IBC 1613 slabs to be removed and replaced with 4" min. crushed rock compacted to 95% relative protected by a roof or overhang (12" minimum overhang required). Cedar may be used in lieu of Risk Category •II• IBC Table 1604,5 Manufacturer: Simpson Strong-Tie construction connectors are specified, however, any nationally LU 9 IY compaction. For sub-grade below slabs, 92% relative compaction is acceptable, typical pressure treated lumber. recognized brand (Silver, KC, etc) may be used provided that they are equivalent in their ability to F Wind Exposure Category 18' IBC 1609.4,3 Rosboro Treated 'X-Beam' shall be used for all a licalions re uirin P.T. lulam beams. Surface Drainage: Finished grades are to be at least 6" below wood siding, Lots shall be graded to pP 9 9 9 carry all applied loads in all orientations. W w n Q Basic Wind Speed (3-second gust) 110 MPH IBC Figure 1609.3(1 ) tZ J drain surface water away from foundation walls. The grade shall fall a minimum of 6Inches within More info: http:/Avww.rosboro.com Installation: All prefabricated items shall be installed in strict accordance with the manufacturer's Design wind Load 16,00 PSF ASCE 7-10 28.6-1 the first 10 feet. If 6 inches of fall is not possible, impervious surfaces shall be sloped a minimum Blocking Provide 2X or engineered lumber full depth solid blocking between oats and rafters at VERTICAL LOAD LIVE LOAD DEAD LOAD �' 9 P 9 1 recommendations and requirements (locations, exposure, end and edge distances, fasteners, etc.). of 2 percent away from the building. beam and bearing wall locations. Trusses, structural composite lumber, glued-laminated J Roofs 20 psf 15 psi Footings All footings shall conform to accompanying structural details. speciFled footing members, and I joists shall be supported laterally as required by the manufacturers Simpson Connectors: Unless noted otherwise, the following Simpson Strong-Tie construction Z U Floors 40 psi 12 psf recommendations. connectors shall be used: O dimensions are minimums unless noted otherwise. Bottom of footings to be below frost zone (18") rn Decks & Balconies 60 psf 10 psi Bearinq: Use a minimum 2-1/2" bearing length for wood framing members unless noted Post Caps: CBTZ, PCZIEPCZ, BC/BCS w Footing Drains: Footing drains shall be provided at the base of all footings and retaining walls � Ground snow Load 25 psi - otherwise. Use enough studs to match or exceed beam width unless noted otherwise. Post Bases: CPTZ, PB/PBS, ABAIABU/ABW > 12 st which will have earth placed against them. Washed drain rock must extend to within one foot of W Exterior wall - P Glued Laminated Members: Glulam beams (GLB) shall conform to the following standards unless Joist Hangers: LUCILUIU/HUIHUC, HUTF/HUSTF (top-flange) w � Intedor Wall - 10 psf finished grade. Footing drains shall be 4" perforated pipe routed down gradient to daylight, unless noted otherwise: Beam Hangers: HU/HUCIHUCOMGUS, LEG/MEGIEG (top-flange) w N p otherwise specified. Do rn Interior Partition - B psi Lumber ............................................... Douglas Fir-Larch combination, 24F-V4 Rafter Hangers: LSU/LSSU, LRUZ >_ In } > y MENNENotes: Concrete: Mix and 28 day strength unless noted otherwise: > w C3 w m w Laminations ........................................ 2" Nominal Truss and Rafter Connection: H1 , H2.5A, or SDWC15600 at each heel to double plate 00 Zi w 1 . Vertical loads come from 2015 IRC Table R301 .5, Minimum Uniformly Distributed Basement walls, Interior slabs, and foundations not exposed to weather ............. 21500 psi Conditions of Use ............................... Dry-Use Shearwall Holdowns: HDUIDTT with SSTB/PAB. STHD14 or STHD14RJ strap-type W CI W w 9 Live Loads Garage slabs, porches, steps, and foundations exposed to weather ............. . 3,000 psi > •••••• Adhesives ........................................... APA approved moisture-resistant holddowns may be used in lieu of aforementioned holdowns. w m m Z m m =1 Reinforced Concrete: Place all reinforcing per plans, details, and applicable code requirements. Engineered Lumber: Engineered lumber offers certain structural advantages over conventional Floor-to-floor Strap-Ties: HDU2, MST48 qa y Z y 11 6 a 11 DEFLECTION LIMITS Lap all continuous bars 24 X diameter minimum. Reinforcing bars, bolts, anchors, etc shall be sawn lumber. All engineered lumber must be APA approved. Install per the aforementioned codes - Deck Tension Ties: DTZ o 0 w G 0) securely tied in position prior to concrete placement. Reinforcing steel shall be free of rust and g type: :T STRUCTURAL MEMBER LIVE SNOW LIVE+DEAD and relevant manufacturers installation tildes for each t e: Fastener Requirements he number and size of fasteners connecting wood members shall not be coatings which may inhibit bonding. Wood IJoists: Used extensive) m floor and roof framin less than that set forth in IBC Table 2304.9.1 . Roof (plaster ceiling) P24 U360 U240 Y 9• Roof (non-plaster ceiling) U240 U180 Anchor Bolts: Provide long wet-set or expansion anchor bolts @ 4' O.C. and within 6-12" of Laminated Veneer Lumber (LVL): Built up on site to reduce heavy lifting Staples: For roofs, floors and walls, the IRC permits 16 gage wire staples with a min 7/16" dia. 2 Roof (not supporting ceiling) U180 U120 corners with 3"x3"x}" square washers. Parallel Strand Lumber (PSL): Ideal for long spans and cantilevers crown (per Table R602.3(1 ) footnote b). Adhesive Anchors: Epoxy anchors in concrete shall be Simpson SET-XP or Hilti HIT-HY 200-R or Laminated Strand Lumber (LSL): Strong and straight engineered lumber Floor Members - U240 equivalent. Horizontal Deflection (any case) U200 U200 Concrete Pier Pads: Pre-cast concrete pier pads are an easily installed and low cost alternative to Walls Bearing on 1-Joists: Unless otherwise noted, use double joists centered under wall or 1 L/200 son Crete foundations In certain crate pi applications. Such pads may be substituted only t Partitions parallel to floor joists. If perpendicular to joists, provide solid blocking under wall. �2 1 Farm Buildings - _ Wood Structural Panels: APA rated sheathing is required for all wood structural panels. Unless Greenhouses specifically called out in structural drawings. FASTENING SCHEDULE (IBC TABLE 2304. 10. 1 ) 2 U120 noted otherwise, the wood panel for each situation is: Waterproofing: Waterproof basement walls and crawl space foundations below grade. BUILDING ELEMENT NUMBER AND TYPE OF FASTENER LOCATION Notes: Roof Sheathing: 1/2" CDX (recommended) or OSB with ply Gips or T&G, 10d nails at 6"/12" 1 . The above minimum deflection limits are required by the 2015 IRC Table 1604.3. O.C., no blocking required. 1 Joist 1D sill joistor girder Sad mmmon (2-IM 4,113•) toe nag These deflection limits are used unless noted otherwise. CRAWL SPACE Prescriptive Exterior Wall Sheathing: 7/16" OSB or 15/32" CD ply, Bd nails at 6"/12" D.C., no 2 Bridging xS' sus noel 34d monsoon (z-Irz-m.11T) foe nag atSam Spa �d 2. Deflections limits are tightened in certain instances such as long spans (U480) and Vapor Barrier: Cover entire crawl space with class I vapor retardant (eg 6 mil poly film). Extend 6" blocking required. 3 1-xe• aubnoor or lea: m eatl, lob) z4e common (z-1rzxo.113') raw nail ? sliding door headers (U600). up foundation walls. Exterior Shear Wall Sheathing: per shear wall plans. 4 Wider than 1•x6' xubnoor m ,ampiat 3aa common (z-irz5N.113 ) race nag Access: Access shall be provided to all under-floor spaces. Access openings through the floor Interior Wall Sheathing: 1/2" Drywall, 10d nails at fe/12" O.C., no blocking required. s z- aubnDDrmiolsloirgkdar 2-lea common (3-1rz'xo.16r) bgm and law non ? GENERAL REQUIREMENTS shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be not less Floor Sheathing: 3/4" CD or OSB, IOd nails at 6"/12" O.C., glued & nailed. s sole pateloiidsf or blocking ea (3lrz'm.Isz ) at 1s• o.c. raw pan than l6 inches by 24 inches. .- at braces Wan panel 3-16d (3-IrzYB.162•) at 18. O.C. wag panel (j, Codes: All materials and work shall adhere to the minimum requirements of the Reference Codes Panel Adhesive: Per APA Spec AFrate r Top plate b eWtl 2-i6e common (3-12'x0.162'j erd nag r q Foundation Ventilation: Provide a minimum of 1 square foot of crawl space ventilation per 150 Shear Walls: 3/8" thick minimum APA rated sheathing Is required for all exterior walls. See CS W & Standards listed above. Contractor shall be responsible to Comply With OSHA, State Labor, and square feet of crawl space area. Space vents evenly to provide cross ventilation. Cover with }" (minimum) g q stua fo sole plate 4-ea common (z-IrzxD.131•) toe naa Industry Standards. Contractor assumes full responsibility of construction methods used, safety shear wall plans and shear wall table for sheathing grade, thickness, and nail spacing. 6 Stud to sale plate 2-16e common (3-1n5N.162') ene naa E4 0 provisions employed, and the finished condition of the structure. corrosion resistant mesh screen. Stairs: The following elements are requirements for stair construction: s Double studs led (3-IaNO.l6z') at 24. O.C. face nag 'r�yl rJ Construction Personnel: Only competent personnel familiar with construction and safety practices Use (3) 2X12 D.F.2 for stringers 10 Double top plates 18d (3-1rz^i0.162') at 1fi- O.C. rypkal fare nag Ki O 1 relevant to the project should be employed to assemble and construct the work. SLAB ON GRADE Stairways have a required minimum width of 36" °Dahl• lop Plates &16d common (a-1nNo.lsz•j lap spew W 'S Slabs on Grade: See foundation Ian for concrete slab thickness, reinforcement, and finish 11 Blocking between joisWrafters to rip plate Sad common (2-1174.113•) toe nag ~ ® V Construction Methods and Project Safety The project drawings and specifications represent the P Stairways shall have at least one handrail 34"-38" above the nosing of stair treads. Handrails $ ti finished structure and do not Indicate methods, procedures, or sequence of construction. The requirements. may project 3-1/2" from the side of stairway 12 Topjdatlo lop plate ea (2-cM3do e0.11a') alfi' D.C. me naa t. Garage Slabs: Unless noted otherwise, garage slab shall be 4" Concrete slab with #3 rebar at 24" Maintain a minimum 6'-8" of headroom from stair nosing to nearest soffit 13 Top plates, laps one Intersections mon (3.1rz•xD.lsz) raw nee P W cq rA builder must take necessary precautions to maintain and insure the integrity of the structure during 14 continuous neader. IWo plows on (3-irz'x0.162') at tr D.C. abrg edge tb (1; 03 b 2 x construction. Bradley Engineering, Inc, will not enforce safety measures or regulations, nor Will the O.C. each way or 6x6x{$ woven wire mesh, over 6 mil poly vapor barter over 4" compacted Advanced Framinq: Advanced framing is encouraged by B.E. as a cost-effective and structurally a calling joists to date on (2-1W4IIT) toe naa crushed rock. 12" thickened slab with 1 #4 Continuous rebar required at garage opening. ~ owner or designer. Therefore, the contractor shall design, construct, and maintain all safety O q 9 9 P 9 adequate alternative to conventional framing. Advanced Framing shall conform to the 16 continuous header to sued on (z-1rz xa.n3� toe naa W W W W devices and follow all pertinent regulations. Interior Slabs: Unless noted otherwise, interior slabs shall be 4" Concrete slab with 6x6xa woven ConsWction standards outlined in APA's Advanced Framing Construction Guide, 17 Ceiling foists. laps over positions mm (3-1MW 16r) rsrenaa 'J Gal Temporary Support: The builder must provide adequate temporary support to all walls, roofs, wire mesh over 6 mil poly vapor barrier over 2" rigid insulation (where insulation is required) over Studs: For headers from 0-6' long, (2) studs are required (1 trimmer and 1 king stud). For spans i6 Coiling foists to parallel rafters mon (3-IMNO,lor) facenan W �] N N beams, columns, and floors during construction. Design of these supports are not included unless 4" compacted Crushed rock. over 6', use (3) studs (2 trimmers and 1 king stud). Include additional trimmers as specified. 19 Raftermplate on (z-1rz xr1.113•) be pna cq � -� specifically shown. Contractor shall be responsible for the adequacy of all temporary support Reinforcing: Reinforcing bars or woven wire mesh shall be as noted on plans and shall be placed zo 1• diagonal brare to Sam shut and pale mDp (2-irz•x0.113') rare naa (� V d o3� nq systems. 1 -1l2" above the bottom of the slab. DECKS & BALCONIES 211•xa• sheathing to each bearing mon (2-11 x4.113-) few nag Specifications: All notes, call-outs, and details included within this design package are required Drainage: Slabs that drain (garages, porches) shall be sloped e"4" per 1 '. Railings Guardrail to be installed per IBC 2015 when height above rode exceeds 30". Guardrail zz Wider than 1•xe• aheamng to each beaMg 34a common (z-Irz•xa.113•j race nag ry�r1t h m ys p 9 9 23 Built-up comer studs led common (3-1rz'xD.162') at 24' FE ^I 1/1 q TO Q1 Q4 unless otherwise noted. Flatness: Floor slabs shall be level to within }" in any ten foot length. Flatness shall be checked must be 42" high min, with max opening size so that a 4" sphere cannot pass through. Guardrails raw poll atop and w Verification: Verify all dimensions, elevations, and site conditions before starting work. Notify the with a 10 foot straight edge within 24 hours of placement. shall be designed to withstand a 2001b point load applied in any direction and at any location on Bugwp gbder and beams 20d common (4•x0.19r) of 36' O.C. bottom, staggered on NEW owner of any discrepancies. Concrete Topping• If specified on drawings, concrete lopping may be installed over floor joists, the top rail and shall be designed to withstand a uniform load of 50 Ib/ft applied horizontal) to the few saes PP Y 23 facesite at spot and at Conflicts: Notes and details on the structural drawings take precedence over the general notes The concrete topping on a floor shall be installed per manufacturers specifications. The topping top rail. 2-zod common (4•xe.lsz•) aeon aplire and typical details. Written dimensions take precedence over scaled drawing dimensions. All notes shall not exceed 1 -1/2" in thickness and shall be less that 18 psf. Attachment to House: Decks and balconies must be connected to the subject structure as shown 2s T planks 160 common (3-12�0.162') at each bearing fn and details on the structural drawings take precedence over the architectural drawings. in pertinent structural details. A 1 ,500-Ib deck tension tie is required at each end of the deck: zs Coiner neon rafter 3-10d common (rO.14W) few naa Typically, Simpson DTT2Z's are specified. 2T Jack rafters No 3-10d wmmon (3•A.149') toe nag Z Errors: The contractor is responsible to check the plans and site conditions and to notify the y Glulam and Sawn Lumber Headers and Beams W fix diameter of the Sawn Lumber and 2-t6d common (3-12Yn.182') few naa architect/designedstructural engineer of any errors or omissions prior to the start of construction. E tie largest lime of tn) GLB nose zone se Roof rafter to 2x ridge beam 2.16a common (3IMNO.162') tuenaa W UB Tied common (3-1rz'x0 aa.162'1 iawn Changes: Written approval from the engineer of record is required for any structural changes to 03 DA r 014r=l Min. distance from Table A the provided drawings. Changes may be made "in the field" with written consent of Bradley Dr4 Min, dlslarrce team Table 1)<Z• lime may be z9 Joist to bane jdsl 316a common (3-1rz'z0.162') raw non cal In web Dul-sloe 30 Ledger sMp 3-1ed common (3-Irz-x0.16T) few nab Engineering, V q °n o o y ornamned zma - ('IJ C IL- Dr4 (A 31 Stnedural panels, siding, sneaWng, etc Pershearwallplare Z Substitutions: Provide manufacturers approved product evaluation reports and a list of all M W 0 proposed substitutions to the owner for approval before Installation. ` 4 uz ve ' 6• O •• 0 Q 6' W I- v L ABBREVIATIONS Similar work: Where construction details are not shown or noted for any part of the project, the -p Hole size: The node ptam diameter r i not alley. z• Z area shall be constructed in the same manner as similar work shown on the drawings. K 0r 1/101ha beam depth, whichever is smaller. Lr z x D, °, Cones grouped round Lz 2 z L s• s- W W 9 P ~ 6 holes are IlledH (E) Existing DBL Double MAX Maximum SPEC. Spedflratlon Harbin euf (applies too perm minimum no Sol Da notcvr Z FY Modification of structural members: Cuts, notches, and holes bored In trusses, structural = h°leab (applies to all holes Be group perlmeier holes M nobs bry.r (N) Now EA. Each MFG Manufacturer STD Standard � Z �. composite lumber, glue-laminated members, or I joists are prohibited except where permitted by , Engineered Lumber Headers and Beams N nprcs•a exreDl knockouts) m is or square arehol s. ones map Ix• b H W LSL Hale Zone LVL and PSL 2x diameter of the 11J surd or squash holes. mireva. (R) Reuse/Remodel ELEV. Exlewrn MIN Minimum STR'L SbucWml Q the manufacturers recommendations. fn J A.B. Anchor Unit EXT. Exterior NA. NolAppllcable T,O, Top (••' Hole zone largest note (min) Table A - Minimum Hole Distance From Support Z �i W ROUND HOLE SIZE SQUARE/RECTANGULAR HOLE SIZE ARCH'L ArchkeGural FND Foundation O.C. On Center TJI True Joist, I series Scope of Work: The scope of work of Bradley Engineering, Inc. is limited to the vertical and lateral J p = Joisr TJIe BLD•c Building Frc Fooling Opp. Opposite TPL Triple W N In analysis of the subject structure. Bradley Engineering, Inc. takes no responsibility for items not O �- °EPTM :• 3• .- r e1S• r• a%• ++- x• a• .• s• ax- r e;i• „ W D D/3 t1J SLICG Blocking GALV. Galvanized OSB Oaamed Seam Sued TYP. Typical to F. specifically addressed in the calculations, drawings, or call-outs, = I f- J z'D ,•s 1•s z•�• a•$• ss SV� 1 � x•s f so• Z Y) L D3 sx 1 ra' rn• rc ss • 3w 4s so• BM Beam GLB Glulam Beam PL. Plate UNF. UnfinishedOf Completion of Work: Submittal of these structural drawings to the client completes the presentLLI a Sea 1'4• Z4- 3.4• e'-0' r4' s 3•�e- ra• rS BTM Bottom GA Gauge PLY. Plywood! U.N.O. wc•e Npm a„e O W O 210 1'-0' 16 2'-0' 2'-0' 3'4' '4' lr • s 2'41 T4 S' S4' a'4' scope of work and budget of Bradley Engineering, Inc. Other consultation, design, calculatons, m ° ti ad• me ,•s rs rs •s rs rs r4• s rs ss s s4- rs ccG Ceiling G.B. Gypsum edam P.T. Pressure Treated V.B. vapor carder 2 V sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis. Q 3ee ,•s z4• 3•-0' 3.4• 4•s ra• r4• s 3's 4•s s•4• s4• rs cLR clear G.E. Gable End. REINF. Reinforced VERT. Vemcal W GO Q Hole Size: The maximum round hole size For C! 21D r4• ,w• ,•4• t•4• rs z4' 3'4• .a- 2w• zs 44• ra• ss e'4• tZ W toZ Ownership of design package: The calculations, sketches, and other intellectual Information engineered lumber Is 2' far beam depths of a-20'. J ,4• ng r4• ,•4• 1w• •s r4• r4• e4- 4• r4• 3.4• r4• s4• r4• v4' CMU cons M,wnryunn HORIZ. HarizOmal REg'D Required W/ WMpertaining to the project shown herein are the sole property of Bradley Engineering, Inc. Bradley O General Note. J Jae 1'-0' 1'-0- 1'4' 2.4' 3'4' 4'-0' roo4' T4' 4'-0' ro' sS a - r4' CONC. Concrete iNSUL, Insulation S.F. Square Foot w10 Without (, M Q J Plvvm Mb zone xuxeale brMmem era bean• WY unll"rm b•de enly- Q evax' dwen (minhwml almp am 6otipm dnde.00 NOTcar ,cnfoM Mnax. Engineering, Inc. will famish copies of this information to others only with the express consent of J . Bwm not., rah, • Far dmpis span oNknum). uNssuely Del tdro used In residential applications. one naamuse abe need CONT. Continuous INT. Interior scL single wD wood the client. a 9 No titles nonuavcv tide mar be �ooteddme «mar Drum pblspan prprH•d mein r eb, oawbm•IeIM. D.F. Douglas Fir SIM. Similar DnNn,sewd . ��a � e, hnrum «ne.m ..for ., �d �mdb � dnm. S4 of 4 ' ' zap `� I �1 �� • � Mot DEC 15 20i7 (10 design •. D E M M O N P IE S D C E , ALLEY JIM OUNL P .� AA S E (PAVED ALLE*) — — — — — — JIM 982-0535 • JIMOJDDESIGNDRAFTING.COM ADe BUILDING ENVELOPE SIDE I CITY OF ANACO TES 3518 WEST 2ND STREET 'e °ACK 'u° D ANACORTES , WASHINGTON c • • I v olo 4 4Y ♦ V V kv V vlow,, cn v AA 9T11B-OUT PARCEL 10900E I v L W V v v \ WBI "' Y V W •le L y \ / / v PROPERTY INFO . • 1 v v L •; IAWN •V L v v v Nj� v y 1 O p • • :• V ; .B. W SITE ADDRESS: • • PROJECT DESCRIPTION : NEW CONSTRUCTION ONE - STORY W / DAYLIGHT V VWATERFOW � F 66 351I WEST ]ND STREET • BASEMENT SINGLE -FAMILY RESIDENCE I - ' Y Y s`°&s wcelE "' - - rk I W ANACORTE9, WA GI]]I v< '/T11� Z '7 C PARCEI: PINIOII CD < _ In 1 > V v v 1 J• "/ J. . r r a ,LY ' V A99E59oSE TAX UN! 3F: RING-BOG-BIA-BIBB 1 O I /,(y/ DTR' MU, AEU ]], 1WIF ]5, RNCr NI CD ZONING : R2 ] „ I_V lewB9BL Cl \L.R' PARCEL SINE 191N.9 S.F. 60 • NEAREST PRE HYDRANT: •� ]B C5l PSI) APPRO% I ' PROPERTY OWNER / y I 9e DEFMON ISO' NORTHWESTERLY COMMERCIAL, M PMB 551 (CORNER OF OAKES 11 \ / G ] ANACORTE9, W ]T KAN5A9) v yl — t- - - _ - - -.y.. - BUILDING CODES w -- v CONSTRUCTION WILL COMPLY WITH: v I UNE OF F4T IN BNLDING � 9TRUCTIRAL ]0151RC I �\ �� \Y/ i V I SQ . FT. INFO . w MECHANICAL ;0151RC LINE OF ROOF _„ / I low PWMBiNG 015 UPC DUNE OF BULONG \ r\ I I MAN FLOOR CONOwnONED 51 SF. Iot ENERGY / VENTILATION GNUS W9EC V V I \ / I \ I I -3 LWO2 FLOOR CONDITIONED l S.F. j \ I \ \ I - OPAL C01ID;]IOIED TollS.F.F. orI I LL 1 I • � \\ // 1 \� I V GARAGE aI S.F. GENERAL NOTES I ui I \\\ jori i B FRONT PaRaH 9.F. N • HOUSE WILL BE HEATED BY TIRNCE LOCATED IN 0 I_ ' � ° I I \ / I // ` I UNCPIC�ERE ED BACK DECK BACK DECK 116 9 F GARAGE I l 0 V-�• W r - - �\ K ' N y A A . . wUj • IN WATER HEATER TO BE LOCATED IN SAME f 9 LAWNSQUoUI IDCATON A9 RIRNACE � I w ] I J' % \\ I \\ y OUTSIDE FACE OF WALLS OF ALL PINNING w li✓ A. I I �� \ I \ � y,]]WH 0 SPACE. 9TARWELL9 ARE COUNTED ONCE, m d v .. " I / I �— I ( y ] b APPRO% HALF ON TOP FLODR, HALF ON J I m ly ; PROPOSED \ `\ I, m = BOTTOM Z DRAINAGE NOTES U) 1 1 Ott DED ON CALCULATIONS. GIsmARAGE um Z s g I RESIDENCE I NOT ONM1TED SE ARATLY. • RUIN ROOF f SITE DRAINS IN 4• PVC TIGMUNE AND / \♦ i \\\ 1 ✓- I Y AREA CdLCULATEO SEPARATELY. 0 W RUN TO IN-GROUND DRY WELL LOCATED AT NORTH . r 0 END DIM PROPERTY. y Y - - - - - - - - - - - \\ I \ I • KEEP ORIVEWAYSIPAVED AREAS SLOPING AWAY I . • ,IiI � � I V Y 0 FROM HOUSE. T — — — — — — LOT COVERAGE 1 W .Y o M WI EROSION CONTROL _ _ L I SEE)eIERGREENTREES O BIE 'I5BS.F. O Y. 1 'i'I NNE OF GARAGE I . • y `V 8EE 'LdND9CAPE NOTFS' NOTES , y�y2 ' - - - COVERGFODTPTP S.F. 0 1 { , © EREO FROM PORGH 6R SF. p �J VI 1 ©1 ^`Q. ' GJ © VYJY' /� V BACK DECK 236 9.F. ` G • CONTRACTOR TO INSTALL SILT FENCING ON DOWN I I /I\ w w V y SLOPE SIDE OF ENTIRE EXTENTS OF EACH ME UNDER . - V v , � N ]Il CON5TRIICTDN SILT FENCING TO REMAIN UNTIL ALL "I / \ © / / (G LOP O \ 1I TOTAL: 5 B.F. z m = - CONSTRUCTION 19 COMPLETED AND LANDSCAPE B IN M c�TRiC METER v / \ 3 v v , y, PERCEMACD SSB S 0 PLACE , v / " ; SIT A�CH'ID \, ©I w - v ,/ re/ 16 Z N 3 • M ADOTITON T091T FENCING COVER ALL 1 - / GARAGE \\ " g `V 1 "' N " 2 STOCKPILED 5OL WITH YBOYEEN p� {/,, v '' o BMP C]33 v e -4 / , \\ p / /v' /V/ 1- 5 Ul Y SUIT FENCEhip I y v ' IMPERVIOUS W w ' w LANDSCAPE NOTES I V I — 'y— '— °'t — I SURFACE a � APPROMMATELT 4200 S.F. OF THE T5NN S.F. LOT I yLV - _ -- --- - - - - - -- - . Y-N'• W / e 4 :G WLL Be uNOBCAPED WITH ETHER LAWN OR / 2380S.F. PIAM O9 (TI ED R NS B APPROwMAi6Y 56E OF E . , y L V TOTAL UNDER ROOF S THE LOTI A MNMM OF (5) TREES WILL BE PLANED I •� / v / PAYED OPoV EWAT / WALKWAYS Sl6 SF. ON E LOT, WITiI NO MORE THAN 30S BEING OF THE to TH BMP GII 1 i hl •i •L ) J v �• /yE 1 Y TOTAL' 69.F. SAME SPECIES. EVERGREEN TREES SHALL M M1 BE M CONSTRUCTION ROAD/ AL • �II1AT •FLOW ,'. y y / TALL, WHILEDECOUO 5 TREES SHALL HAVE MN 111]• PARKING AREA u „ CARER AT CHEAT HBGHT. N • ,m Q m 'v �{ . e • PRl3PO9ED • T -6 S SLOIUE J• ,/ T .• ' : •. II .O w . � . . 1 I .. PAVED a ' / / . .1: : :.�'.. v I OR1VEWdT: I / .: Z ENERGY CREDITS C MPG5l — y I VA. FIRE AREA W E11GNAl® CONCRETE > i \ - • WASHOUT AREA W v v I a ,C MAN FLOOR SINCE COY. DEC") ]BIB G.F. 11 • r • a T , , - TM9 RESIDENCE 19 4 MEDIUM dUELUNG UNIT 45BN - 5800 9.F.) I L..N._ _ J • AL * ' x�=^'i LOWER FLOOR SINCE UNDER DECK) 1155 9.F. WHICH W LL REOURE 15 CREOT9 _ • • • . . _ _ _ _ _ as • 0.5 POWER POLE wPROPERTTDUNE ` `_ 1 OPTION OESCRO•ital CUIEOA IA EFFICENT BUYDING ENVELOPE, 1 , / VERTICAL FENESTRATION U • 0.2I FOR EVERT WINDOW / le R IS•�]' W ' CNI • SLAB ON GRADE R"le PEPoMEfER UNDER NOTE: ALL UTILITIES WLL \ 10tomm,m,%%I • UNCONDITIONED SPACE (GARCE) 4 UNDER ENTIRE BE UNDERGROUND O INDING EXTENTB • 1 CONDITIONED SPACE (O"EMENTI BMP G]3 WATER METER 7 z0 m co • ]B AR LEAKAGE CONTROL AND EFFICIENT VENTILATION 1.0 BOOST. CURB CUT AIR LEAKAGE AT 20 AIR CHANGES PER HOR MAX OR"am mew f N T FE Eel' T DRAWING INDEX Q V ALL HOUSE VENTILATION MET WITH MGM EFFICIENCY BMP CIN5 J \ 5' SIDEWALK DOWN ♦' SILT FENCE Jl 1In FAN NOT IMERLDCKEO WITH FURNACE FAN WI MK CONSTRUCTION ENTRANCE: J \ *AROUND OdIIN SLOPE SIDEf9) SENSIBLE HEAT RECOVERY EFROENCY OF 0.85 SITE PLAN LEGEND PROVIDE 12• DOE X ]0• LONG M NUN) cO14TRUCnaN ACCESS W. 06 3A MGM EFFICIENCY HVAC EQUIPMENT; 1.0 I CRUSHED ROCK BASE w TFY . 2nd STREET I At SITE LANDSCAPE PLAN - ay • S GAS FURNACE WTH MNMUM AFUE OF SALE � GONG DRIVEWAY LOCATION D W • EVERGREEN TREE COVER PAGE Z INE lu • 5c EFFICIENT WATER HEATING: 13 _ _ _ _ _ - _ _ -_ . _ _ _ _ _ _ _ _ _ _ - — _ _ _ 9.A ' _ _ - — _ — _ _ _ AZ FO!gJDyTION PLAN • GAS WATER Wa4 WITH MN .. OF &.�l DECIDUOUS TREE ® A3 FOUNDATION DETAILS TOTAL CREOT9U.1 ONES C , IN 00 SHRUBAS , w A4 MAIN FLOOR PLAN a Im ORNAMENTAL GRASSES SITE 8c LANDSCAPE PLAN A5 LOWER FLOOR PLAN NO:tTH sc 1Ja• = 1•-D• A& MAIN FLOOR FRAMING PLAN Q UPPER DRAWN BY JAD uWN ROOF FRAMING PLAN scALE A5 NOTED JD JOBS 1137NC"17-DEI•)I•t PAVED SURFACE Al MAIN ROOF FRAMING PLAN DETAILS DATE 1112vzln7 RUSHED AGGREGATE GREATER AS DUILDING SECTIONS THAN V BUT SMALLER THAN 67 = GRAVFI/ROCK SURFACE ,,�,,� �• REVISIONS ,._ � 9. Y 6 � � �, ` , � c l� eztz"; S . A9 ELEVATIONS SOUTH Q EAST ;WinePRCPERTT UNE 111►►► '�• V AI9 ELEVATIONS NORTH WEST f y - - - BDLOMG SETBCK•��S V. .M .:n . . .w .n .�. . .�. .�, . UNE OF BLD4 FOOT — . ^•.`/� ` \ '• ' —\ ^s 1'� / � / /�� SI STRUCTURAL DRAWINGS PPoM 14v642 t\ VT &aZP^ V1F�w 52 STRUCTURAL DRAWINGS -- UNE OF ROOF �T•� �� 93 STRUCTURAL DRAWINGS CONSTR . ENTRANCE SECTION — - — WTIW TUNE �S 1 S ILL1 " \ �- �� j pcitilV t" Tj�l LLc� �c T� 94 STRUCTURAL NOTES NO SCALE N BLT FENCE 1 CL LU SHEET I OF 14 u I I co +' o� s O n Q U CD 3M > Q - - - - - - - ¢ v� - - - - - � U - - - - - - - - -� . .� zC J Ld � I Z Ro��S i U aj � � I � I A � � I ¢ � 4-,> � Af ¢ LZY d Q C� Li l0 W LO �. N •--� W f O (U +> CLJ cz d 110 , 001 Fa 3HSFGHS �j L CON C CD CON � N J 3 ¢ pO LLJ 01L I F W A Cn dcr U I J W ¢ CL J �--� W ¢ ¢ z O J �I � Q _ � I � o YF�m3Q � � � � o _ 45 ' � n w � W - - - - - - - Ao - Q - - °- Yz - - - � - - - - ¢ NZ (�7 G\ 2 w ii z3 cie) aamcU U � �— o w afcoas tin ¢ ow W '-' � Z � o z L�j `O o m � Zo a 0 Li Ln % oCD ,\2 — — , 9l TOOT , TO ' OOTLO w � E--4 � CD z w q C\2 o ( iV ld , 90D , C090C /M „ L9 , 21X2 N ~ RfINRAV SVSNVX LIOZ / 8Z / II � lda (lE U (lU3 Olz -u N D < 0 N _ _ pN 37CtlJ 0I � -00 (n T -4m 70 3 OZJ 3ldoS3 rn00 CXNO3 D D CO) �® JJ Z70Z m m � ryNv 70O zrnmcCm x � d D 70 � Z m A 7� E O m 0 > Z � add AG NMV8 (1 z - (► ] A = pZrncm mF _0 ° zE ° W Dm (lLo ^ ❑ J� < p � ^ -pig A >= p u44 m7�U C7 m n �o _ O � Ik BIOZ 9 L 70 F. E N m OD n E XJ O !� Z rf]> ' x (1 v' m r O m - D Z DO � mm zm (1, -nEy, � zp � ' ' D `- " � m N , ay rnox ? vN rm N � Zmm � S m m D D m D E � rn � O N m v, �p m \ o N o m ^C u. Om m 0 $1 � EN m 0 o / � D (1 Z N Z 2e'-(o 5l'-@" 22'-(o 0 cmi� D m S I�♦/�/♦,I N a D -4 mmi D OO7n m 0 { Q o _I O v � mrn N70 � M N MU z Z + Cl 70 AD • A ( Oz = N b Ij 13 cn p Z I2" S. D. _ _ _ ^Z m Z ^ mm y / W tm m -I v owl Ul � _n Em m KANSAS AVE . O N Z (P � Jrn Z D7 mO I Z n m m m m RI m 6„ ZD t E \ � ° ^� - - - -� OMIN. r. m A N I >< Z p r � I \ \ / / I N m r m IN \ T — Im N m � Dz zoD 0 I 1 ,a i� \ / \ \ I � oom70 1 ^ � m � n '7' Dorn D I 1 � \ p� / / \ YM � \ \ Ia % r D 01 omoD 0 � . . N D \ \ I � o m ° ) NO � — m D 7 m —IUD 'q u l7 o -ocmn � o � o 1' rt1 Oo � cn � m o N I \ \ \ � ZCA Inz I I oo > CA DC73 \ \ E iD CA cn 007, o �, J '° io I41- A\ � D R1 � m `D m o — = w oNo3o N m � ` D - - \� \ \ / / u0b I I F o � m N z \Mai o I om o � N D ooz D / \ ( Iv o < / \ � - - - - - - - - m � 5' BSBL c ' N m N m c 7< Z I Im m N (P mC. I Z Xl M, F ip N 3 �� rn m - c D N c C C to ZU GN Z1 r t n ;: - - _ v o ri C m m c O D < m (1 �. D `� • -< Z E: rt m O m D03 DmI V LOP ® rn � - m m p 0 70 r N 4{ A c Z A N z G FRONT SETBAC < REAR SETBAG< o Q (1 Z (1 �? �p ° rn " D v z � n gDtn coom (A z O (Dl m m N D � D � � p orD cn O A rn M ® ao cN N . xl D D � Dp T (l p CZi n 4 m d 7tlY m m LIOZ / 8Z / II Dlda (lE ^ -0C1Ul U1z -0 E9UI 10U) LP W ou > 10Z = III TWOS O0zA03 mo (PU) Z30 rid Z Obf J9NMb2� 4 m z n ° � A a A 21 zA ZN n o = om m � o gDul � C � () ,` n M D Z < � � N � � cm Dm D --4 rn m Q W = > i A U r cDi m � DA E � O � m An bO npA m '� v m r70Cpmz C7N O D DZOzOr'Ort � CO) m C p � z A E m O cnmmma prnn � m m DEL z N 20-6° 51'-0" 22 '-6° p N = 0 D op op Z Z � (1 N WAX V=+ Ac z aajXZ Z Rt N h /�. -� 1�1 @ O ca 12 S. D. _ _ _ C ( � Ul 3m Z Z D cm m KANSAS AVE . n 70 � m m ?Um I m --+ m z m _ PL t00. e0_ _ N (P �„ �` m z 0 — m rn m MIN. 70L _ J Z \ \ - - - - - - - - t N E x D D cn D D Z Lo m X > D03 cn ♦A N AD70 \ / / I �, mtt1 mI � tern n W �. II M � [U rrnA moD om . . D mm �0 / _ �p � I (P p n or' � o � Um m owl I I bvm II / /� 1 " \ \ \ II � m r I D C umim IT c N N / - - /I I r- D m � cn oDC74 Dc� 3 0 0 / RI j :Z p� Ct4 = = cn N.o O 3 o I r,. rl to j � � I I I � 0 o z � N3oz o o W n Z m rn � / i \ � / /` \ / / / � II � � N D E 1 (P E n \ �L — °O z D r I ' OU m 10 \ I / / \ I DRAINAGE I ' m (P m A U3 �\ � I / \ I TIGHTLINE � J rn 3 r r - - - - - - - - - - s E O m W —I cn u! I I \ r — I �s F Lo m �I 5' 858E _J Opt I 44 N %3jdm m N — — I UJ m tD I m D PL' 100. 00' N D m `� A C c m3 rn Z m m DO cN n c D r" ,iJ E 0 U1 s z m z z ac A A m D � O L h D o m m O O D m N D G ll rn OI t p 4 D � � m pArn0O33 `11 Z wlp rn tCCL ztt N Z N rn A n 28-0" 20'-0" > w o Q �e'-e" 0 m O A 0 v d Z E N W D m T\ n p Fp A FRONT SETBACK REAR SETBACK C) N � p N r p O m z � O co - cn CA D � m ED � c„ — • O A p mm LIOZ / SZ / II 31V' 0 (1E DClO1 OJz 0 EC7U) 0 (1Dl N [U D OZ = z � z � o3A � � O NN3A � Z � Z C1Vr A9NMVd (I o n � C- In zD � gz " 2 � � m n n MA 0 A = Orpc � m -p � Dv' Vic - nLo M/y� � mNN � m 70 Dm � D � mW m O W D m N DO (lC7m gmm DO D DnmND x m 0 O v rl Ox I C7N n O cznZzOm � m 17�1 rn p z A _E A D Dm � u, N N 1♦♦/„� to C � DDm, z F rn ° vAx-4 O c V/ n D N n m T 70 G -i p `0mpm pmm 0 `D z N z 20'-6" 5�'-0° 22 -ro O (Po D 1 DL i N z Z � n X NAB = N m � OZ Z CL Z W: m � I2" S. D. _ � ��//�� — — 0 V/ Z D 3 m C , � ' ," Fn KANSAS AVE. Z nim A � m m Am I rn m z rn _ PL: lee. ee_ _ m Mi MIN. A I L _ J — _ — — le' aSBL D m Z = \ / — — - - x D cn D D z \ / , iDrE m > z Z0D O 0 0 I \ / / I / I m Lo m ;a > Doi � < O I I \C0 I, I I I01 m T In m o D o rn rn rn m I I / I /� N � \ I l to r m ` 04 m co (n 7u um C: O o m o N o i rn �. I / / I O — I 'a oro N Lv N I / - - N I r D CD (n D c� 3 CD o / m F � C, _ _ � 003 0 0 l a JI � 0 I I IiAp m( m• Z °� N3z i9 \ Lo0 In Z CDZ m m � � i \ / � \ / / CD D co Z DRAINAGE \ \� m A I TIGi HTLINE � 1 N_ m 3 r r � '\ - - - - - - - - - -� s Eu m a� 1 \ , F v! I \ m � I 5' aSBL ICD m D PL: 10e. Oe' I N D m 1 I N m `� 7K I A z E A I Z m I D A -i o ° r A EA O3N z m cn C C O1 0 (, -0 D O O D o ri E m m A A D m m c m W (zi z A Q1 7m0 C m m O � m () A A 20'-0" 60'-e" 2e'-0" LL m m O r N 4 A c Z N z m A 7C n p C7 m O A C vdzE � � wof Q I D z n ,q I; 7u FRONT SETBACK REAR SETBACK 00 T op . r � I (D m z A � N o� 7 r O AC A � 5 D O L,N D r m E -4 cn + O z m m 70 zz m T AAA 9yor� a3o6 v <_ ; A SIMMONS - -� L - - - - - - - - - - - - --- L -- - - - - -- - - - - - - - - � L - - It N roa • 43 ' � �.�/ Cls►rT�eeYI�Ai �KTb►{ 1N UGt IN Coot" AAA 'n roulJD MoNUM YNT PdJND NAOJU itAelear4 144 L lelo ItA . AAA . . . . . . . . . . - tnar eeo. o ) 1u w }I AT- Aq- AAA p AAA t to I ' tot � � Il � . we t4 . 09e ' _ . . . L99 . 9f. ' - MENE — 1 I r — r- ( ,4 .r I I yqq I I - - ' 17+.•n ' I I qo' AD ' r � . Q a o4o = 4p A.AI I T�GTI IT�GA.dT 30 r Grp ITI� AtT TII� / . GTI All 1 I hl 8 I Am.AI , 1n I I ,,q 8 I g g s 4 I Z I I c I I t. .: ,I I I n n 8 g i 11 1; -} �' I Y I I I � � , � � 1 :.i � I 12 I 1 8 � � LL 1 � p fi t .: I I I IPA, W I I I ♦ �I a I I I 7 W iIAIA I I I h W W .. I 81 — W0 F W n . flll ALLC � WA1� J ] � I� 9 ALLE 1/ WA ( - - - ((1 • • - "11 '+� I - I t'I - _ . . . II ' . I _ _ _ - I 'M _ Ll I - - -7`1�•I I� - a �T-fBAt-T' Am T1ep,GT T "TY.s.GT � �TR+•+ T TW'+GTI ITICA,�T i 0 Z Z I la I I I IS . I _f I W T11TT d I c B I Al Z " I ; LF w 8 I I ,, I yc �, I I 11 .-, i . I � I 8 /o I I -� s �. t ` z i - .wAm8 8 /0 1 9 i I s j Am II Q �"� I I I I I I 4 �^ I I I i I I I .4O' k 1 40 ' ;� D AAA �'- h I '1+.99 ' - I- I T4 99' I-1+.Yf I I �49`1 - X. � 1 2 �40 Fi� - - -1�49 ' ' - '74fl9' - . - - - 7� T7 ' - - - - 74'R - �� .1'� I - r. A. fir ..-AAAA UE4 to A. ¢" a - _ _ WEST 2.: T,d ' � I STfz � �' T i� ; A 621� 41A. - — -- '1'� - -- - -_- - - 3 /�1 .�1to' - . _ .ems — _ ns' 47 334_49 --- - — - - - Ifl - s w TT �F--- ! F 1LAT 31O- D' ) VOUWD "�-."' K. WpITH �!i o 9 W w WAw —,h-itl MAGI=.E17 'IL6 9�1g2 " 9ll) _ �j d01 � y . -- 7 .99 ' - - ' - °YI' I - 7 .R'I . . . _ -r4 .`Pf 9 1 I — r - N I ' n Ao ' I 1' I I I V • I SGALE ILoT I j Lort LOT I I LOTI 0 I 1` 19 i i i j 51 8 � N t I, I g 1 o' w ' �' ,ov ' 0 8 10 I Q I ; '; c:; , 4 2 1 I I 1 p 1 I 1 " . 50 ' I I t I I I I F I — V Iwow I I I I x I i I I i Q I t I 1Ar I I I J 1 - - � s W r► ,+ t ' . - -n m ' ,4.•rig I- -- L — � L_ L L I I_ _. L - J - - - L � Gr� 1Jt7 F n1 ' AAA f F4^r+ t1 _ . . • _ . . I • per ( Z I I I I I I I I I I I I 1 I I I I r - - - �uoYu • t�a�i r � w II_or I Lar Itaf I I LOTI I i I i I I I 1 I I Oc"20 . w.v . .4 I 7 1 2 I I I I I I AwA # 1, t ` oar ►br..rt PGLG r l i i $ 4 I I I I t 11 C . i jJ r I — ovrter+t..v rvw�rC Uus ` - • I ' —W— K�T7dLINt i / I I I i I I — .e — urnmcr Oeffujde Uur I j I I ` 4ti 4 I I I I i i i 1 , I I I � , I r J �O I I � ' = J - - NOTE:' 294 . G6 ' - ' ' UnuTY U;r�'n°r.ls 9+bw j 1 ! (09 ' ' 43 ' 05 E. 11e1lQON Anse .wreoXl - �' WEST 3rd STREET 'mA c. { Grr( ' _ - _ _ LIf7r ALL. UnLIr1e•t: ACC t PLnr 360 . o ' ) 51 towu + tr`ecd i . Y /t/O TE 01.1 GI� AN Ty/S Sr/ eVEY /S fl CO2.2Ec=7ON -Am VGCf7GAL OM.7'UM . Sc%ZVEY Tt7 CO,e,2ECT GOT NC/MBE�/NGAAA A AAA Imp srie(/EY .2�-COGOEO /N BOQ� iAm eL , i99GES Sz- 5 .2EC0.20S Grp G/T COC/.(/T j . %of ':? t. 1 .1 e..1 P..: I riF r'� LAYr �,' {; y Fi F.4 (1 er I''} d r I "� : ` .:. . :� (._lffi* _ Wf7Sif/.elG7L7.G! I - - _ SURVEYOR'S CERTIFICATE �Ytisk AUDITOR'S CERTIFICATE REVISED ►ZEGDI2t7 �0F 5U12�/ E '( WASNi :�� - - At LI , 6 . INK OF �/f45 �-FIN TON This map conectly represents ■ Survey made by Me or �` o '' Fllsd r re!,prrd�lh1� 3� My of N U/"`�� In � .' urrdr my direction In conformance olYr the Iequlrsrrrerlls �� 19 Q��o, N „� y' {A . 1n Beot I (� of Surreys of DIp3 . 1002 "IN RU 1Gl�i. Pf?tr OP ' NO{2'M1�!'�N _ • PA�UfIG - of M Survey Recordng Act, so the roqueN of pp�1, U of the requ N f Lrow.ea. ��pptt��vvi *lor 6 Ar , INa. BLCX S 701 . 402 u . s . BANIc of WAGH HQrbN aE :' [underAudto ' le Numb 07 'L� �'/}/Lgol �, ` � At7DIT10N TO AnWCDeiL�b . WAtNINQ(T17N • � f.N! ,/'+ OF ro�f.T10h1 'j/ , T '�fi N. e 1 IS, w[MI. �� 4L6 A . S,P / v `�" !' own sr: cDK wt[:✓U�VE /94si LEONARD BOUDINOT d �( 00JE, INC . •au: I ' JEFP,@EY A. S,COp✓E, PE, eNA{ �AhO I CeAlkre No /964T Mte - ZZ - �asEs -�l� or y o FEin soon; CIVIL O IJI MWJMf AND LAID lOAIIEToIIs JOS al ? 21 )t �i r MUNr�/, WASHINcrr»r.J ellc q� 4BlA •o! A. iM !1r•e4 Wad V•moq Weeldrgl•e iAtH7i1 q � D re 3 00 D ^ K E S A V 5 N U E w CASK "oWL%AKWr *j CASE 979 9#> 3 7A .9 B ' 079 . �i A l2 Qv 4. B4 ' - - - - - - ` _ Mcw4JMCNT PLAT �IQO. b ' ) Z - - - w �� , �asjs o� r3 �-� ►zlticT JL - , - - tw.ml I— - VoLt i I Orr omi7s " , A.r Imr cis ti�l 4 I Flo• .. { 4tS : _ � �: I � I I I I � qo I , ' I � ,►►x� tso . �c�� or 4LJ�.(}Ir ca.nrrY, I I LLJ � W W� HI IOAI , LMJDEQ ALJbI^r17t: 9 F1LG In I -t 4 1 3 44o iRsngkkviwwua As c nN^�i smovemoM KA:IL /./moor" bA ° 4415 ' Ofw ItAcr. 7 0 I I 6 i T'k.F. cr :,_. I ITIC�►.GT I I W o ' Ltc-Pi w,.a"Ci!IIL�_E o,A-QY-G U+G—-oT I_Acl�.4GiIITIIIE i I ETML- —si0_E-17.�JI£iIItDTiIIi'�_ 5.__U C-6 O_�Ir.LI�L1�IIIoII Ii� GLG1_/t'�TI._�Z-✓Y4_?_.3I_ti�IIIiIII I_ht G'�_Fo.I.'L0__a`TJP.,o8 ADl -`p.T yF.'n--.IL O�I1I III11 I D?t�tCES.�GtiB MkC`+I(C Ja�G. Ol-+TaTI1ji�II11i I_PS:LW-^,,LT3SAIlCc7,'Sl(,aY;Zw 1 JIIIIIII G I�I�I 6 T IIl III I -- �'•g91 /OInGqS N,vFC,FvQEt//"—7 Hi��Gs B-C.So 5E O O./N�.SS0sO",;E_fz/z.�0�I=Li 7. 2/SV.G.�3.2EZG-/l/_/v G-fT,ET-ES_77 ONv ._OS EU.2�/T ECzNO_A_ /O .CCeT nS' o / LI WS<FI�OI c G.I,M1 U-2otNTl<5,F c+I�- UL_JAL/_r O_�2tML�E►3. C/-Qtrr�o i`tCG�e�v _>W_z o_I Z1nIl Gr ScrL ne 5 PsL T'1-uyI¢9r- a.tF2atJ�b� Tr(CI- T I- bTEGV I IJ. A- ..I. TJG - H 6 UL YIELD LKINemT A TbP4C4)l1 4C 20 T- r �T T CPWTAlKt ArTET2 . { • CtBAe WITH %ewLLow r% Ab1G O► PILL 40 I I I .4 L f wo r5 ? EL LvJ%% oIJ6 AW¢ 646Gb G7.1 CrW E Gr �2 nd SGALE T - , VICINIY MAr MOTE IWE LCd.AL. r F "Okjr7 RX CACtf 71M44r.T A,Jv L.Or iv#4 kl 011 P"mE: i WWIM: GCICIt%JCO 1!!IAGe5P OIJ THIS 5l/ eKY THE LE I. OerLlSC.r AtJ AE IEIS: rATIOJ CF PLATD LOfS 50 JAS To CCMP7 Il�M TD LNIJIAJM Lbr ACC., FbUCY AS O► 1,AAd`II ?d" 5 M ;ITV Cr /VOTE 70 ti s TOWAaNP 35 JoItTJWA Wkk REVISED -� - 1 I?E:cozd �o� � uJ2� tY ;f;' -CISZEP 'I,JP Ll . �'. BANK OF Wf4G+ 41NC-tTON - �NALLI`� 151 in Ex%RES W9LOGK4 'JbZ , q0og , a{D+s, 1001 Ta1BU 1005, R.AT OF '" NOWTHH12tJ PAGII10IG A01:21wrIDW To AWACOOETWos , WAoWlW4T0KJ ' , WW 114 or CEG IcW ?E, T35 ►J, W2 W Ir, 1IJI1 O" BY SCE. DATE: /UNE /994 LEONARD BOUDINOT a SKODJE INC. �: CIVIL ENGINEERS AND LAND SURVEYORS LFIFLDeoac : ` Rr. MI`7 W3 S. 1d SInN, Mounl tartan, Wuhlnptan 33"751 JOE "M: q 2 2 2 B io L,M . /(l auva,4) Ob J Ci H$ET 2 CP �J M. 0 G o071 Block 1003-Tract A IF IF IF I F IF All of Lois i and 2 and the East Had of Lot 9 eN in Block 1003 of the Plat of Northern Pacific Addition to Mtecortes as recorded n Volume 2 of Plats, page 9, records of Skagk - = 'L> C- At_L. ' p SG2I ( DN5 cointy, Washington. IF IIF FFkF_ I IF IF stlbek 702.:Ttact A.,I Black 100J-Tract B Al d Lob_:3 end. I ur d the Eaa1,Z0.130 feat of Lot 5 al in Block 702 of 0r Plat of Northern AN d Lots 4 and 5 and the West hag of Lot -9 al in Block 1003 of the Plat of Northam Pacific Additirlii to as as ieca(ded in Volume 2 of Plait , papa 9, records of Skagit Pacific Addition toArwcortes as recorded in Vokxna 2 of Plats, papa 9, records of Skq$ County Weahington. Couriy' Wasttirglon. Hoek 702-4rot4 f' - Block 1007-Traci C AN d Loh 0 and 7 and Iha Well 10.od leaf d Lds nd Mite East 10,00 last of Lot B al IF All d LDh and and East 1►ag Of Lot 8 al n Mock 1000 d tin Plat d NarM+arn n Mock 702 of MN Mtkt1( l4orYtem Ir�olfie Addition to MacsMe as recorded in Vokxne Pacific Addition to Anacorwe as retarded in Vokow 2 of Male, papa 96 records d Skagit 2 of Plate, page 9, recordo of Skagit CoixMy; wttn�twgicn Courtly' Wastartplat' Mode 902-Trod AFIFO IF block 1003-D AN d Lots 1 and 2 and the East hall of ld 3 uM n Bbcl '902 d ttn' I'lat.d Northern IF AN of Loh 9 and ro and the West half of Lot e M n Mock 1003 of this Plat of North rn IF Pacific Addition to Macortes as recorded n Vokune 2 d PIMs, papa 9, records of Skagit Pacific Addition to Anacorles as recorded in Volume 2 of PWs;F~ % r*=ds of Skagit Courtly, Welhirglon , County, Washington. IF IF IF Block 902-Tract B - Block t0D4— Lai s AN of Lots 4 arld 5 and the West had of Lot 3 act in Block 902 d. the Plat of Northern IF AN of Lots 1 and 2 and the Ent had of Lot 3 M In block 1004 of Ill Plat of NortMrn Pacific Addition to Macortes as recorded in Volume 2 of Plats; page91,records of Skagit Addition to MacMes as recorded in Volume 2 of Plats, papa 9, records ofSkagit County, Washington . _ County, Washington. Block 902-Tract C IF Block 11M4- Lo , e AN of Lots 6 and 7 and the East had of Lot 8 all in Block 902 of the Plat of No " IF --. AN of Lots 1 and 5 and the West had of Lot 3 all in Block 1004 0l the Plat of Northern Pacific Addition to Macones as recorded in Volume 2 0l Plats , page 9, records of SkagitPacifc Addition to Macones as recorded inVolume 2 0l Plats , page 9, records of Skagit County, Washington, County, Washington, Block 902-Tract DIF Block 1004- Lot All of Lots 9 and 10 and the West had of Lot 8 all in Block 902 of the Plat cf Northern All of Lois 6 and 7 and the East had of Lot B all in Block 1004 of the Plat of Northern Pacific Addition to Macortes as recorded in Volume 2 of Plats, page 9 , records of Skagit Pectic Addition to Macones as recorded In Volume 2 0l Plats, papa 9, records of Skagit County, Washington . Count', Washington, Block 90J-Tract A B;itlock t00A-col R :._ IF All of lots i and 2 and the East had of Lot 3 all in block 903 0l the Plat of Northern IF IF AN pI Lots 9 and 10-and the West had of Lot B all n Block 1004 of the Plat of Northern Pacific Addition to Anacortes as recorded in Volume 2 of Plats , page 9 , records of Skagit Countyfic Ad ash(l Ia Anecortes as recorded n Volume 2 0l Plats, page 9, records of Skagit County, Washington. County Wsshtnpton: Block 1005- Lof' i :_:; _ Block 90J-Tract BI. It AN of Lots i and 0 bnd the East b0of Lot -3 act in Block 1005 of the Plat of Northern All of tools 4. and 5 and the West hall of Lot -9 all in03 Block 9 at the Plat of Northern Pacific Addition lo`'Ana_ cartes as're corded in Volume 2:d Plats, page 9, records of Skagit Pacific Addition to Anscories as recorded in Volute 2 of Plals . Pepe 9, records of Skagit County, Washington. CourNy, Washington. Block 903-Tract C Block 100S- Lo, LFIT IF. All of Lob 6 : and 7 end the East teed of Lot a act in Block 903 0l the Plat of Northern AN of Lois 4 and 5 and ton West half oftot 3 allinBlock 1D05 of ltt Plat of Nm*wrn Pacific Addition to Anacorles as recorded in Volume 2 of Plats, pegs 9, records of Skagit Pacific Atidtttxl to Arw,>ortes a! recordAd`h=Volexnrl` 2 d, Mis, .pegrr 9, records of Skagit C County, Washington, County, Washington. Block 1005- Lot 3 Block 903-Tract o - _ IF I AN of Lots 6 and 7 and the East had of Lot 6 act in Block-- 1005 of the - P.Ut d Ntxthern AN of Lots 9 and iv and the West hag of Lot 8 all in Block 903 of the Plat of Northern �f/OTE = Pacific Addition to Anecories as recorded n Volume 2 of Plats, page9 record%. olSkagit Pacific Addition to Anecortes as recorded in Volume 2 of Plats, page 9, records of Skagit County , Washington . nvis sueuEv is a County, Washington. coeeECTio v szievEs _ :,7i7 CD,E.eECT GOT Block 1005- Lot 4 NU NBEe%UG /V BGOCCS Block 1002-Tract A 9�� iGb3 A.vo �005 Bct�c is OF sr� 2VEYs All of Lots 9 and /a and the West had of Lot a all n Block 1005 of the Mal of Northern F- IF I sz - s¢ .eE g7 All of Lois 1 and 2 and the East had of Lot 3 all in Block 1002 of the Plat of Northern `c1< sycur cbcivry Pacific Addition to Anacortes as recorded in Volume 2 of Plats , page 9, records cl Site I µgas r�c��7_ v Pacific Addition to Anecories as recorded in Volume 2 of Plaln , page 9, records of Skagit County, Washington. _ County , Washington. - Block 1002-Tract B IF IF. IF All of Lots 4 and 5 and the West half of Lot 3 all in Block 1002 of the Plat of Northern rtP�yw�ssko0 - 4 �- Pacific Addition to Mecones as recorded in Volume 2 of Plats, page 9, records of Skagit tic ' County, Washington. REVISED k7r dP �U �`� Bmkktoot- Le+ to S U . . BtotNK OF V/ACWHINC� IF ar�kLtiNos C103, 10D? wTV4r.0 1G>� PLA'r0F '* 1.J0FZTwI: 1 9 M41ric. All of Lot 10 in Block 1002 of the Plat of Northern Pacific Addition 10 Macones as tawras - �to f3LTl0 )%Jr 7Z:0 d02 , recorded in Volume 2 of Plats, page 9, records of Skagit County , Washington. AT7DITI0IJ Tb AIJALoszT>a5, 1r {0S►JIfJ(gTl7t.1 ", NW ij�l 150�tON 2�;T31S1J , iC I h=, K g! Zzsjsf °`resr: g�` DAT1E'-Ft4/N,ar 1qV4 LEONARD , BOUDINOT 9 SKODJE , INC. 11CALIE: ►� �� CIVIL ENGINEERS AND LAUD SURVEYORS roe to .FIELD BOOR : tJ,G 44, 1 /pet A cos s. tot Strom, Mount Vernn w o , eetli„eton ose-s7s1 44 2 2 2 8 U...f Ito �u.. Oq fo Agsiole=r 3 3 r II DEC 5 2017 � D jd design DEMMON RESIDE H\ 0� [E � _ _ _ _ _ _ 16' ALLEY A LIVE JIM DUNLAP co E WAVED AUd (350J DOESI 33 • e`- _ 4e-e• 5''a pL•• f1,`' J/.L� +/�], `/ry' �}•-y( !r� }`4 _ JIMBJOOESIGNORAFTING.COM SC IO BUILDING ENVELOPE SIDE I CITY O1 A , l .AILi 1•�ES • ( 3518 WEST 2ND STREET SE,D,LK 9ETB ANACORTES , WASHINGTON I - - -- - - -_ - .- - . ■�j_ fI11 �1 I w V w w r r r / - \ O 60. 3N0-OINT lope, 10 inPAR ®� ®O1 I _I v v V W V• r v Y v . DRY wEed N w / 1 r v •L W w v v \ �/ , W U PROPERTY INFO . 1 I v v Y •i LAWN14 Y w v v V L „ a 0 p tf . . ' : I " r r :. a ♦ r r I O 354E .WEST VID PROJECT DESCRIPTION : NEW CONSTRUCTION ONE-STORY W / DAYLIGHT y " wATER)F Owt GI E 5LACORT8, STREET Y SLOPE V. V, V I AWCORTE9, WA 10I21 unde Cc co N ' BASEMENT SINGLE—FAMILY RESIDENCE `A w I r •y J• `l qI .4• /y ASSESSOR'S TAX ACCT.l: ]S09-OB3-OIO-OI00 v •r w w w v v ,. 1• - w / Q1 W NW, SEC l3, TUN 35, RUG: OI l W B I Y /!L PPRCE{. SINE: 1lIO.S S.F. ZONING : R2 doodded / -1 CD oc: NEAREST PRE HYDRANT V— �— �- - �- ter- dood- doodded / •�_ I I PROPERTY ER CO • 0420 (51 PS) APPROX. 1 ".33 004 COMMERCIAL AVE PMB 551 ' NORTW OAKSST I v \ / 1 ��WORN�ER OF CAKES < v V( 4 v ANACORTES. W4 SSlll polod d, III door BUILDING CODES i `\\ /.' CONSTRUCTION UWl COMPLY WITS! I V( I� - - - �TI \ Wool / I V NYE GFF4T I Z BOILING t STRUCTURAL 1015IRC ONE OF ROOF „'S Y I SQ . FT. INFO . IV MECHANCAL 1015, RC / I w PLUMBING 1BI5 UPC ONE OF °IILgNO V r , J \\� /�/ i\\ i i -' MAN FLOOR CONDITIONED 1191 S.F. • ENERGY t VENTILATION 10I5 WSEc V LOWER BOOR CONBRIONED SAI S.F. J 1 \ TOTAL COIa71TIONE0 ]IAI S.F. E cm) \` // I \\ I I Y I LL \ // I J J GARAGE 49l64 'FF. w GENERAL NOTES I \` I I COVERE FRONT D O y l `\ i /added i J Y O I I Cu OERED BACK DECK US S. . Z W • HOUSE WILL 00 HEATED BY WRNACE LOCATED IN VERED BACK DECK i F. GARAGE G •1 K A i CIA • WATER HEALER TO BE LOCATED IN SAME A m I " LAWN 0VI I r - �\\ I \\ 1 O OUTSIDE FOOTAGE NIA MEASURED F Ad TO THE w I ` LOCATION AS RIRN4CE L v w I \ \ -�� y 0 OITSOE FACE OF W4LL9 OF ALL FINISHED / ■ L I _�� / ` I 0 1�ii SPACE 9TNRWEt1S ARE COUNTED ONCE, w �/ I v V I , _—�� \ 1 \ I V' m APPROX. HALF ON TOP RDOR, HALF ON z / \ A m 501TOM. OPEN To 091 m SPACES ARE (� DRAINAGE NOTES N .1 1 I A ly , PROPOSED \ I \\\ I, w „ 9 NOT INCWDED IN C4 CUL4TON9. GARAGE o W Z v i ' RESIDENCE \ \\ I I AREA IS CALCULATED SEPARATELY. . • RUIN ROOF t STE DRAINS IN AN PVC IIGHTONE AND QQ G `!_ r - -I �_ 1 • RON TO N-G VCd ORY WELL LOCATED AT NORTH Y ENO OF PROPERTY. ( r Y - - - - - - - - - - - - \ I �� \ I Y ' co • KEEP DRIVEWAYS(FAVED AREAS SLOPING AWAY I I / -'�'� \ I a LOT FlxOM HOBS : :' '` - - - - - - - 7 - - - - - - � — - - ` - - a COVERAGE \ \ FRONT PORLH - )'; `� 'Y W WideL •y I �?� 1Y Y to EVERGREEN TREES LOT SIE MASS S.F. D ca EROSION CONTROL ` I ONE OF GARAGE I - - - - y� © l�i y y E SEE TANDSCAPE Range GU1UBNa ROUT PORCH Z LDING FOOTPRINT a S.F. 0 NOTES i DI ^ © �Iy BACK DECK - • CONTRACTOR TO NSTALL SILT FENCING ON DOWN I V I © - d3 v /` , N ]ITS S.F. 0 M O li SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER I ., / \ i• 1 PERC m = - CONSTRULTIOLL SUIT FENCING TO REMAIN UNTIL ALL ELECTRIC METER V / PROPOSED `\ © _ v v ' ' J (� L� \ PERCENTAGE l0.0 S O CONSTRUCTION IS COMPLETED AND LANDSCAPE 15 IN V . ON I 4 " ATTACHED \ IOU / �,.// / , rS V Z • N ADOTTION TO SLT FENCING COVER ALL v / i , '! GARAGE \\ m ' �+ , A �i/� 1 i I Ile ~ C Q F ; STOCKPILED SOL WITH VBOUEEN. BM `V ' I , `\ or B / "�L„N v IT W Q O w SLT FENCE I . .- :' ,a w �A / IMPERVIOUSIdol LANDSCAPE NOTES r — '/� °'ham y I SURFACE d a 4PPR0)AMATELT Alee 9.F. of THE T50e SR LOT / r� - - -- - - -- - . S-B- . V, / , r :�V 135 WILL BE LANDSCAPED SCAPED UNTH ETHER LAWN OR Y :"1 •• / y •Y \ TOTAL UNDER ROOF 0 S.F. PLAMED AREAS (THIS 15 APPRGAMATELT IRS OF I / " •• - ' v \ S.F. ' THE LOTS A MINMLM OF (5) TREES WLL BE PLANTED MP G11 O : - / jod T I L PAVED DRIVEWAY t WALKWAYS 35 ON THE LOt, WITH NO MORE THAN 30S OWING OF THE I a L / µ } • l 1 r� /� y I y TOTAL' A]w S.F. SAME SPECIES. EVERGREEN TREES SMALL BE Mold S' I CONSTRUCTION ROADI 0-�J •; • ' , TALL, WHILE DEGDVOB TREES SHALL HAVE MX 11N• PARKING AREA •4 1 I J - - -mm: ', . ' _ / ' �WAT�R'ILOJI t •' •) - '( / 1.- •S Q CALIPER AT CHEST WEIGHT. I v r "ok . PRdPOSED •• I l 6S SLOPE V• /' `'p `dd 0 At B PAVED s - / . .1: lli w ' DRIVEWAS • Ad d. do / " W ENERGY CREDITS I u � . I E FIRE AREALu DESoIATEO CONCRETE do WASHOUT AREA M v v I . • MAIN FLOOR tlNCL COV. DEC") ]060 S.F. Q L - J • LOWER ReacR UNCL UNDER DECK) 11551 S.F. ` THIS RESOENCE 15 A FIEDIUM OUNEWNG UNli U5GG - 5BOe 9.FJ I - = - - - - 3315 Q ^ WHICH WLL REQUIRE 3.5 CREDITS l ` !11lA Plot 14.55 1 1 , II TOTAL' 15 S.F. , S OPTION OGCRTTION CREDRS 0'-O• I V do died CY) 1 IA EFROENT SULDING ENVELOPE+ 0.5 POWER POLE / DRIVEWAY WDTH W 1 VERTICAL FENESTRATION U • 0.15 FOR EVERY WINDOW � - ( PROPERTY ONE A9-O• I5 �- Q SLAB ON GRACE R-10 PERMETER UNDER NOTE: ALL ROUN WLL ? •• • WI UNCONDITIONED SPACE TGARAGE) t UNDER ENTIRE BE UNDERGROUND O BMP G33 fflWATER METER CONDITIONED SPACE (SASEMENT) 10 3 ULONG EXTEM9 O CD ' 10 AIR LEAKAGE CONTRM AND SPICIEST VENTMTION 1.0 E7aST. CURB CUT +7 \ I,OCATOK LOVER W/ STRAW DRAWING INDEX 0 AIR LEAKAGE AT 10 bR CHARGES PER HOUR MAX BMP G05 / \ 5' SOEW4lK OR VI9ONEEN { SLT FENCE U ' ALL NOISE VENTILATION MET WITH HIGH EFRGPNCT 'AROUND I WN SLOPE SDEL9) T 1 FAN NOT INTERIOLKED WITH FURNACE FAN W1 FIX CONSTRUCTION ENTRANCE �- \ .Y SENSIBLE NEAT RECOVERY EFRUENCY OF 0.55 SITE PLAN LEGEND PROVIDE l]' WOE X le' LONG w 1 UvIU CONSTRUCTION ACCESS /� �! I Al SItE LANDSCAPE PLAN o _fl 34 HIGH EFRGENLY HVAC EWPHENit 1.0 W1 CRUSHED ROCK BASE F W. 2nd STREET �7 GIG RNRNACE WITH FA EOUMUM MENRIE OF SAS ed EVERGREEN TRLE CONG DRIVEWAY LOCATION I COVER PAGE d Z • . . - 9.9. ONE - __ I �- _ _ - _ A2 FOUNDATION PLAN I • I K 4 flGENT WATER HEAING: 1.5 ® _ .— _ _� _ _ _ � _ _ — _ _ — _ — _ _� - — o IRS . AS WATER HEATER WTVI MNMVM v OP 0.51 DECIDUOUS TREY wMISS TOTAL CREDITS A.® A3 FOUNDATION DETAILS ��//�� ©Q A4 MAIN FLOOR PLAN d V/ a 9HRU6)Bww AS LOWER FLOOR PLAN - -0 ORNAMENTAL GRASSES SITE & LANDSCAPE PLAN A[ MAIN FLOOR FRAMING PLAN t UPPER BRAWN BY JAD 00 ONOOTH SCALE I1W = 1'4% SCALE AS NOTED ROOF FRAMING PLAN JD JOB* 1137NC17-DEI-IFI Al MAIN ROOF FRAMING PLAN DETAILS DATE 11/21/2017 PAVED SURFACE C"WED AGGREGATE GREATER = AS BUILDING SECTIONS THAN 3• BUT SMALLER THAN i• _ GRAVSJROCK SURFACE REVISIONS A9 ELEVATIONS SOUTH EAST _ — PROPERTY USE AI9 ELEVATIONS NORTH 4 WESTled ICI ' r `1 ` - a y - - - 5UU3iNG SETBACK 51 STRUCTURAL DRAWINGS ONE OF BLOG. FOOTPRINT - 52 STRUCTURAL DRAWINGS - - - . ONE OF ROOF CONSTR. ENTRANCE SECTION — — 54 STRUCTURAL NOTESDRAWINGS Al — UTILITY USE S4 STRUCTURAL NOTES H NO scatE SUIT FENCE SHEET I OF 14 T 5,13s jd design DEMMON RESIDENCE 6+ , 16' ALLEY � JIM DUNLAP (PAVED ALLEY) 0 _ S.S. LINE - - (360) 982-0535 5'-0 JIMQJDDESIGNDRAFTING.COM 3518 WEST 2 N D STREET SIDE---_-- BUILDING ENVELOPE SETBACK - SIDE I SETS G ANACORTES, WASHINGTON --- _ PL ,499' __ ,y B.S. STUB-OUT PARCEL # 109001 2 -' - � � w - e go �4-s � %l \ //x Q PROPERTY INFO. a � LAWN w Vr � Vr A b m \ PROJECT DESCRIPTION: NEW CONSTRUCTION ONE-STORY W/ DAYLIGHT - _ 2 m W - -(ROOF DRAIN TIGHTLNE - -- W �- - - N N SITE ADDRESS ry �� •� I` WATER" LOW �`D- J' �' - _ - K 3518 WEST 2ND STREET co 1 \ BASEMENT SINGLE-FAMILY RESIDENCE I LN'' \Ll I w ANACORTES, WA o SLOPE -9% 6LOPE''� ` "- E OF FOUNDA ION r "� W' y"y'��-� N PARCEL P109011 Lau, Co � v �(A5 WELL AS DRIVEWAY) l ASSESSOR'S TAX ACCT.#: 3809-003-010-0100 p�p° 4 2 L � � w I� PARCEL SIZE '1840.8 S.F. RNG+ 01 g Q ZONING: R2 — --- — �� ;� s NEAREST FIRE HYDRANT: -IC-- - - -- I ' PROPERTY OWNERF?- *420 15I PSI) APPROX. --I A '' — PAUL DEMMON U 150' NORTHWESTERLY _--- - _ •. \ / I 1004 COMMERCIAL AVE. PMB 591 (CORNER OF OAKES ff -1' \\ // I _ I _ \ _ / 4 Ok U ANACORTES, WA 98221 �1 KANSAS) �kkL��JJY _ J - -_- -_/- - - _ _- \ - _. I Q. BUILDING CODES I \\V / _OPENDECK - AG�b DEG�// - z Lu Lu CONSTRUCTION WILL COMPLY WITH ? I \ / �.------� __ A / J BUILDING ff STRUCTURAL 2015 IRC ..I I (� w MECHANICAL 2015 IRC �'. LINE OF ROOF I I ca Z j SG• FT. INFO• y Y PLUMBING 2015 UPC \\ I I A I b ENERGY VENTILATION 2015 WSEC - : ;_ LINE OF BUILDING I / \ .„ ��,- �.., J d - MAIN FLOOR CONDITIONED 129I B.F. J -� - I LOWER FLOOR CONDITIONED 844 S.F. E ;� 2 TOTAL CONDITIONED 2141 S.F. w PROPOSED y I ,t o .� GARAGE 552 S.F. JV' GENERAL NOTES I �'I RESIDENCE // i j , a p FRONT PORCH 91(05.F. N W m \ / COVERED UPPER DECK 120 S.F. ' g I m \ // I m Q \ p J UNCOVERED PER DECK II6 S.F. F W • HOUSE WILL BE HEATED BY FURNACE LOCATED IN m I N \ - � z UP Z GARAGE. p- I • WATER HEATER TO BE LOCATED IN SAME - W I LAWN 1 - / / I - -� 0 m J l`(, , L uw Q }--------T // I s 0... 8 - -� LOWER DECK 120 S.F. w LOCATION AS FURNACE. /A Z Jr :I - / _ / --\ I '� m 4 m SQUARE FOOTAGE IS MEASURED TO THE V/ W LAWN m y F- o OUTSIDE FACE OF WALLS OF ALL FINISHED = r Q W 'r I / _-._- / //- - _. -- __ _\\ - --. - -- - _--- -m > F N > f` SPACE. STAIRWELLS ARE COUNTED ONCE, 0 7 p `•- a w APPROX. HALF ON TOP FLOOR, HALF ON w W ., �Y/�� v 1" ✓I // MAIN FL OR E,kEv APPROX 4' I Lu J y D RAI NAG E NOTES u. N / BELOA SIDUALK/CURB ELEv. I s ? p a m q BOTTOM. OPEN TO BELOW SPACES ARE Q H m I p w O a 0 • ALL STORM WATER RUN OFF TO BE DIRECTED TO I p 2 NOT INCLUDED IN TED SEPARATELY. . GARAGE Q Q AREA 15 CALCULATED SEPARATELY. - DRY WELL LOCATED ON PROPERTY. } • RUN ROOF DRAINS IN 4" PvG TIGHTLINE ff SEND TO -__-. 12 m I DRY WELL IN ADDITION CONNECT FOOTING DRAINS TO I // a / -- -° -- a -- /- -_I / � / I o Co TIGHTUNE. I ° / A // I // / I T W • USE STRIP DRAIN AT DRIVEWAY, AND SEND TO Q FRONT PORCH - / I / // /1 `, A Z Lli CATCH BASIN. CONNECT TO TIGHTUNE. 12 _ � �-✓--- -� /. ° ° ° / / /_ LOT COVERAGE _ / I j/- / EVERGREEN TREES 0 • KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAY I` 1 - ----_ _ / p FROM HOUSE. J' '� - -- - - I / / \'. 16 9EE 'LANDSCAPE NOTES' LOT SIZE I500 S.F. Z a �y ° I // // ,. BUILDING FOOTPRINT ISIS S.F. O COVERED FRONT PORCH 63 S.F. O w I- EROSION CONTROL 4 - - - " Q x I DECKS 236 S.F. z Y / Z -.� - w-- ' ° PROPOSED I pO o NOTES #.. fin. - �� " I ' -_ _. ---_ I I TOTAL 21I5 S.F. Q p, 0 ' * J 0 a / ATTAGHE'B ELECTRIC METER y ' W ° / GARAGE V A PERCENTAGE 29.0 % w _CL Lu • CONTRACTOR TO INSTALL SILT FENCING ON DOWN '^ sr" Y ` ^ I r I. \\ p \\ I 20 Z w # SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER '- _•"" .< v.:. \ a CONSTRUCTION. SILT FENCING TO REMAIN UNTIL ALL °" " s" , W BMP GI23 -- --.I _ _ \ ° W- ° I // \\ I _ SBMP C233 w a 0 U CONSTRUCTION IS COMPLETED AND LANDSCAPE IS IN s fL W U ' - TEMPORARY SL STOCKPILE LT FENCE 0 t Z Q PLACE. °''"' LOCATION GOv R T STRAW LAWNv V _ °S:-0% I / A I A r N Q a • IN ADDITION TO SILT FENCING COVER ALL "' OR VISQUEEN ff(SILT FENCE 20' BSBL A / A I IMPERVIOUS STOCKPILED SOIL WITH VISQUEEN. - ° ° —� d ° AROUND DOWN[LOPE SIDE(5) ✓ � ^— - 18 __ -- �---°---_-�-- SURFACE CATCH BASIN FOR DRIVEWAY STRIP DRAW ° RUN OFF/STRIP DRAIN. TO \ v ° d ° d CONNECT WITH ROOF DRAINS. TOTAL UNDER ROOF 2380 S.F. LANDSCAPE NOTES a I �� a , -�- PAVED DRIVEWAY ff WALKWAYS 528 S.F. • APPROXIMATELY 4200 S.F. OF THE I500 S.F. LOT I \ � ° � ° d d �_ ° Y BMP CIII 'FLOW ff ' ° _ d °- •I: \ '"'" V CONSTRUCTION ROAD/ TOTAL 2926 S.F. WILL BE LANDSCAPED WITH EITHER LAWN OR 20 \ II% SL ° ` ° d - --- '" WATER - OPT ° °_._ PROPOSED ° -a ., F I a, D� PARKING AREA PLANTED AREAS (THIS IS APPROXIMATELY.56% OF .9 \ - -- SLOPE - __ °4'" ° _ _ \ a THE LOT). A MINIMUM OF (9)?REFS WILL BE PLANTED \ PAVED SURFACE IN RIGHT OF WAY 200 S F ON THE LOT, WITH NO MORE THAN 30% BEING OF THE !_, \ �R• „r - ° ° PAVED A �., N SAME SPECIES. EVERGREEN TREES SHALL BE MIN. 8 - \\' P ' �' ° DRIV�UAY I r W TALL, WHILE DECIDUOUS TREES SHALL HAVE MIN. 1 1/2" d ° \ CALIPER AT CHEST HEIGHT. 22 - --_�. / ° a - d° u 8MP GI54 W v DESIGNATED CONCRETE FIRE AREA WASHOUT AREA ENERGY CREDITS ° 0. PL I4.99 - ° - - MAIN FLOOR (INCL GOV. DECKS) 2060 S.F. 0'-0" MN, -.d- d 20 0'O ° \ 22 LOWER FLOOR (INCL UNDER DECK) 1155 S.F. THIS RESIDENCE IS A MEDIUM DWELLING UNIT (I500 - 5000 S.F.) W d DRIVEWAY WIDTFP co WHIGH WILL REQUIRE 3.5 CREDITS ° a ° \ TOTAL 3215 B.F. d OPTION DESCRIPTION CREDITS ° NOTE: ALL UTILITIES WILL ° BE UNDERGROUND O BUILDING EXTENTS° a WATER METER Z IA EFFICIENT BUILDING ENVELOPE 0.5 a - °- VERTICAL FENESTRATION U 10TE FOR EVERY WINDOW DRAWING INDEX V SLAB ON GRADE R-10 PERIMETER UNDER POWER POLE CURB GUT PER WASDOT UNCONDITIONED SPACE (GARAGE)ff UNDER ENTIRE STANDARD PLAN F-80.10-04 5' SIDEWALK CONDITIONED SPACE (BASEMENT) { ad 25 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: 1.0 { SITE PLAN LEGEND o 06 AIR LEAKAGE AT 2.0 AIR CHANGES PER HOUR MAX. DRIVEWAY TO STREET Al SITE ; LANDSCAPE PLAN ALL HOUSE VENTILATION MET WITH HIGH EFFICIENCY �} CONNECTION ITYPE i' BMP CI05 EVERGREEN TREE APPROACH PER WASDOt W 2nd STREET CONSTRUCTION ENTRANCE v Lu FAN NOT INTERLOCKED WITH FURNACE FAN W/ MIN. c W. G COVER PQ'C3E STANDARD - LAN F-80.10-04 cn L SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.85 S.S. LINE PROVIDE 12' WIDE X 20 LONG wo r — (r1IIz> sTRu�rla�ccESB A2 FOUNDATION PLAN DECIDUOUS TREE I_ 3A HIGH EFFICIENCY HVAC EQUIPMENT i.0 W/ CRUSHED ROCK BASE P cwj (v//7 IL GAS FURNACE WITH MINIMUM AFUE OF 94% GONG. DRIVEWAY LOCATION A3 FOUNDATION DETAILS < am 5G EFFICIENT WATER HEATING: 1.5 00 SHRUB/BUSH �- f A4 MAIN FLOOR PLAN GAS WATER HEATER WITH MINIMUM EF OF 0.91 TOTAL CREDITS 4.0 ORNAMENTAL GRASSES SITE & LANDSCAPE PLAN ' ` A5 LOWER FLOOR PLAN DRAWN BY .iAD Aro MAIN FLOOR FRAMING, PLAN � UPPER SCALE AS NOTED -, VORTH SCALE: I/8" = i'-0" JD JOB# 1157NC17-DEMM LAWN ROOF FRAMING PLAN -- DATE II/21/2017 PAVED SURFACE Al MAIN ROOF FRAMING PLAN � DETAILS CRUSHED AGGREGATE GREATER REVISIONS THAN 3' BUT SMALLER THAN Ci' ` �`z �? GRAvEL/ROCK SURFACE AS BUILDINGn SECTIONS 12/31/2017 FIXED CONTOUR A9 ELEVATIONS SOUTH I EAST LINE ELEVATIONS PROPERTY UNE - _ A10 ELEVATIONS NORTH % WEST ovz3/2o1a FLIPPED PLAN ";,�- �,, Z BUILDING SETBACK F SI STRUCTURAL DRAWINCsS UNE OF BLDG. FOOTPRINT 52 STRUCTURAL DRAWINGS ------ UNE OF ROOF 9 CONSTR. ENTRANCE SECTION — - — UTILITY LINE 53 STRUCTURAL DRAWINGS Al NO SCALE 3E SILT FENCE .54 STRUCTURAL NOTES SHEET I OF 14 m Q jd design JIM DUNLAP 111 1/2" 2'11/2' 3'-0" (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 14'-91/4" I 14'-91/4' 51 I/2° 4'-II" 4'-9 3/4" SONO TUBE PER FOOTING FOUNDATION NOTES PER DETAIL 'Z' ON SI . WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. I - • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS -- L- L-_1 ACCOMPANIED WITH PLANS TO 5UPERCEDE ALL r-- -------- ------- - - - INFORMATION ON ARCHITECTURAL DRAWINGS. FOR N Y DISCREPANCIES BETWEEN ENGINEERING AND SEE BELOW GRADE — I ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. BEAM DETAIL 'M' ON 53 I • FOOTINGS ARE TO BEAR ON UNDI5TURBED LEVEL I'. I S Si M 3 3 I si SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN 18" DEPTH III 2 FOUNDATION PER ' BELOW GRADE. As / M DETAIL'A' ON 53 I M s • SOL BEARING A55UMED TO BE 2000 PSI. I I s3 I I 53 I I 53 COVER CRAWL SPACE GRADE WITH HIGH DENSITY ---J L -- - ------ --- -- --- -J POLYETHYLENE HIGH QUALITY VAPOR RETARDER. LAP' • •. • ,'- , , S >. . . FOUNDATION ES 12' MIN. AND EXTEND 12" MIN. UP SEE BASEMENT ;, FOUNDATION PER � -- � FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH DETAIL 'H' ON 93 GRANULAR MATERIAL COMPACTED TO 95%. I CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' 2 PLUMBING LOCATIONS I MAX. INTERVALS EACH WAY. 43 I I CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS I� .-- AT 5" O.C. EACH WAY. i - J _ jl SEE ENGINEERING, F FOR WIRE MESH TO BE USED IN CONCRETE SLABS, w I FOOTING SIZE AND FOUNDATION {• Z CONCRETE SLAB REINFORCEMENT CHANGES POSITIONED IN MIDDLE THIRD OF SLAB. 0 '4 4" CONCRETE SLAB W/ 6 X 6 X 10/10 BASED ON STEM WALL HEIGHT _ A . USE HIGH DENSITY POLYETHYLENE HIGH QUALITY w Ae I WWM, OVER JJ MIL POLY VAPOR - I qg VAPOR RETARDER UNDER CONCRETE SLABS IN w c. 'Y / m GARAGE AND BASEMENT. > L--_- ' � 6ARRIER, O�ER 2" RIGID INSULATION T I ' � THROUGHOU OVER 4" COMPACTED?i! II_ .q3 • A WATERPROOF MEMBRANE IS TO BE USED ON ,. GRANULAR FLL --� L•. I FOUNDATION WALLS BELOW GRADE. < - A DRAIN TILE WITH HOLES NOT SLITS 15 TO BE USED. w I 2' 6" X 2' 6" X 8° DEEP THICKENED I I I -_- SEE BASEMENT I J FTG W/ (3)#4 REBAR EACH WAY 1 ----- E_,J FOUNDATION PER - DRAIN TILE 15 TO BE POSITIONED 50 THAT HOLES LD 'm ARE FACING DOWN. Z DETAIL 'H' ON 53 n A LAYER OF ROUND, WASHED, DRAINAGE-GRADE - SEE CRIPPLE WALL s GRAVEL 15 TO BE USED OVER DRAIN TILE, NEXT TO Z --DETAIL'G' ON 53 - - - --- -- v - FOOTINGS. 30-L5. FELT PAPER IS TO BE USED OVER w __._ __ _. I '�" THE GRAVEL < / ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT Q V -: —� - -. •. - ` "°Y— ° - > - - T-- - ° -- _" WITH CONCRETE TO BE PRESSURE TREATED. i I 4 F-- --- --------- --- - --- --- - - - - - ------ --- -- � BEAM POCKETS IN CONCRETE TO HAVE 12" 'I A3 AIRSPACE AT SIDES B ENDS WITH MIN. BEARING OF 3". } ui FOLLOW ALL JOST FRAMING DETAILS PER o Q L J MANUFACTURER. TYPICAL RETAINING WALL • PROVIDE BLOCKING ABOVE ALL BEARING WALLS III PER DETAIL'J' ON 53 AND BEAMS. > aCRAWL SPACE I ALL CONNECTORS AND FASTENERS IN CONTACT WITH I6° X 8" X 8" VENT �9 -..- COVER W/ 6 MIL POLY VAPOR BARRIER I PRESSURE TREATED WOOD SHALL BE NOT DIPPED Lu �. I I tYP. (6)PL I m m GALVANIZED OR EQUIVALENT PROTECTION. z w 0 w ° ro _ _ - _• J STEM WALL HELD UP 6 I • ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR w Ir L 0 FRONT PORCH A3 - SPACES. ACCESS OPENING THROUGH PERIMETER 0 U) WALL SHALL BE NOT LESS THAN 15" X 24". IF ANY 0Z Z PORTION OF THROUGH-WALL ACCESS 15 BELOW w s CRAWL SPACE ACCESS '^ - -- -- - - II GRADE AN AREAWAY NOT LESS THAN18 X 24 ~ Z0 _. -- - - ------ -- --- - - - -- - - -- L- - - -T MIN. 24" WIDE X 36" TALL - _ SHALL BE PROVIDED (IRC R406.4). � Mr< m e; . °. _., .. L——— ——— — I ° • °` --T'. �- �- '..' -- - - �-�°�-•T° . ' — . CONTRACTOR TO COORDINATE FOUNDATION B SLAB v7 Z t ACCESS DOOR - - r- -- -- - - _-- -, r- ----- --- -- - - - - - - -,------ BLOCK-OUTS W/ MECH. � ELECT. FOR SIZE ff O u� - t�RGH I LOCATIONS. i < o' • ALL CONCENTRATED LOADS FROM ROOF TRUSSES w C cn -� —I 9 SLAB S MUST BE TRANSFERRED TO THE FOUNDATION WITH A L # Z W .. q3 BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY H o H A3 LOCATIONS WITH TRUSS ENGINEER AND/OR w W Q O I j � o Q TYPICAL RETAINING I "� STRUCTURAL ENGINEER. Q w F- z WALL PER DETAIL 'J' q3 N Q d ON 53 - - - -- - -` - ---� ARCHED CONCRETE STEPS SIN. W/ 12" TREADS. RADIUS AT \Qj 10 CONCTRACTOR DISCRETION. CRAWL S PAC E 3 VENTILATION I! P� A3 I I A3 ` - 4'-4" 5'-0" 3-8" I i I PROVIDE VENTILATION IN CRAWL SPACE WITH GARAGE BLAB I - FOUNDATION VENTS. PROVIDE I S.F. VENTING PER 13-0" - I 150 S.F. OF AREA. 4" CONCRETE SLAB W/ 6 X 6 X 10/10 -- CRAWL SPACE = 444 S.F. WWM, OVER (9 MIL POLY VAPOR 'n 'm •� I BARRIER, OVER 2" RIGID INSULATION r 444/150 = 2.96 S.F. OF VENT AREA REQUIRED N AROUND EDGES, OVER 4' COMPACTED ° 2.96/0.56 NET FREE AREA VENT ARCHED CON RETE STEPS i... GRANULAR FILL I = (6)VENTS REQUIRED MIN. (16' X 8" DIM.) W/ 12" TREADS. RADIUS AT VENTS TO BE COVERED WITH 1/4" CORROSION CONCTRACT DISCRETION. ? - 3 FOUNDATION PER RE615TANT WIRE MESH. A3 DETAIL 'A' ON 53 LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER a OF BUILDING. Z I A3 A3 O_ BLOCK OUT FOR 9 BLOCK OUT FOR 9 I WIDE GARAGE DOOR WIDE GARAGE DOOR IL--- -- --- -- ------- - - ----- - -- L % Q 1 I . I ,tip w BRq ! _ SSTB20'S OR PER SSTB20'S OR PER '"*,�- a DETAIL '0' ON 5 IL 'Q'3 DETA ON $3 9' 9-3" 2'-41/2' 12'-8" 12'-4' 24'-0" �' � 7964 .oa ~ O CIL LL �O.NAL'� DRAWN BY JAD SCALE 1/4" = I'-0" JNO W Q JD JOB# 1137NC17-DEMM DATE 11/21/2017 FOUNDATION LEGEND REVISIONS F®U N DATI O N P LAN 12/31/2017 ADDED LOWER NORTH FOUNDATION STEM WALL DECK FOOTINGS SCALE: 1/4" = 1'-0" 444 S.F. CRAWL SPACE — —— ——— 01/23/2018 FLIPPED PLAN FOUNDATION FOOTING GIRDER/BEAM OUTLINE OF WALLS OF --- SUPPORTED FLOOR p �2 POST ABOVE SHEET 2 OF 14 I 1/2" GILD 2 X 6 STUDS 6 16 O.G. SIDING PER ELEVATIONS ,x� 3/4" TQG PLYWOOD OR OSB SUBFLOOR R-21 INSULATION � I/Y' (MIN.)GWB 1/16" COX OR 055 SHEATHING 2 X 6 FRAMING ` JOISTS PER PLAN jd)/ CONT. RIM JOIST ��. 4" CONCRETE SLAB ON 6 MIL design - _ -- - VAPOR BARRIER PRESSURE TREATED 2 X 6 SILL PLATE. _ 6 X 6 X 10 WOVEN -- z, SEE ENGINEERING 51 FOR ANCHOR BOLT ll0 SPECIFICATIONS. - ! WIRE MESH JIM DUNLAP (360) 982-0535 - -- y 0' C - - JIM@JDDESIGNDRAFTING.COM GRADE li•� Z_ F4L R-35 INSULATION L R-38 INSULATIONa4" DIA. STORM WATER TIGHTLINE 8° STEM WALL TYP. R-10 RIGID INSULATION 11 WATERPROOFING MEMBRANE - 4" MIN. COMPACTED GRANULAR FILLCONTINUE OVER FOOTING ° rl SEE DETAIL ON 53 FOR FOOTING SEE DETAIL'1' FOR OTHER B - REBAR PER FOUNDATION ---- _ SIZE AND FOUNDATION TYPICAL GALL-OUTS REINFORCING SHEET 53 I 4" DIA. PERFORATED DRAIN TILE. REINFORCEMENT. 0 CONNECT TO TIGHTUNE. ° T11r / (2)#4 REBAR CONT.IN FOOTINGS6MIL VAPOR BARRIER6 MIL VAPOR BARRIER CONTINUE OVER FOOTING - - Ila a CONTINUE OVER FOOTING ° DRAINAGE GRADE GRAVEL1114 SEE 53 FOR FOOTING 51ZE AND .. FILTER FABRIC ° c- ° -J� °• ja FOUNDATION REINFORCEMENT. UNDISTURBED EARTH BLOCKING PER JOIST SUPPLIER R-38 INSULATION UNDISTURBED EARTH JOISTS PER FLOOR FRAMING SEE ENGINEERING, 93, FOR 1/2" GYP. BOARD REINFORCING CHANGES P N BASED ON STEM WALL HEIGHT SEE ENGINEERING, 5 P R ENGINEERING, 53 R-21 INSULATION 6 MIL. VAPOR BARRIER 2 X 4 FURRING 11'p TYP. FND. WALL DETAIL 5 GARAGE @ CRAWL SPACE I" AIR GAPl 4" CONCRETE SLAB ON 6 MIL SCALE: 3/4" = 1'-0" VAPOR BARRIER. }� " w U R-10 RIGID INSULATION SEE DETAIL ON 93 FOR FOOTING z 4F _ SIZE AND FOUNDATION 0 {. REINFORCEMENT. w It I� SEE CRIPPLE WALL DETAIL'C' > ON 53 J 1/2" GWB ° LL SIDING PER ELEVATIONS -" 2 X 6 STUDS 0 16" O.C. - - ° ° �I�I° "- J SEE S3 FOR FOOTIN 51ZE AND 3/4" TBG PLYWOOD OR OSB SUBFLOOR ° ? FOUNDATION REINFORCEMENT. I/2" GWB N 1/I6" CDX OR 055 SHEATHING R-21 INSULATION 1� R-36 INSULATION 4" MIN. COMPACTED GRANULAR FILL ~ Lu SEE DETAIL T FOR OTHER '" PER ENGINEERING, S3 z 4" CONCRETE SLAB ON 6 MIL CONT. RIM JOIST UJ TYPICAL CALL-OUTS �� F VAPOR BARRIER to �\ J PRESSURE TREATED 2 X 6 SILL PLATE. - _ _ a SEE ENGINEERING 53 FOR ANCHOR BOLT -_� - --- -�y`i m 7 F. F6 X 6 X 10/10 WOVEN WIRE MESH SPECIFICATIONS , \ /`\ � ^�/ 1 BASEMENT @ C RAW L SPACE J W 2 X 6 STUDS W 16" O.C. �:lc�� P Y \\l / ✓ � 0 �� SCALE: 3/4" = I'-0" o GRADE x x . 'n s . II II- z III° Y/10 % I�' N W 2-0' n ". 77177 `C t° SEE DETAIL T FOR OTHER W w L II ° TYPICAL CALL-OUTS z w 4" MIN. COMPACTED II ° O GRANULAR FILL -- NOTE: DO NOT BACKFILL WALL UNTIL BOTH t N ° I ° SEE DETAIL Y FOR:OTHER] - 0 I. TYPICAL GALL-OUT z R-10 RIGID INSULATION FLOORS (BASEMENT AND MAIN FLOOR)ARE I , _ ° $ CONSTRUCTED AND CONCRETE SLAB I �fr '. I° SEE ENGINEERING, 53 FOR 0 Z N / F�,ca FOOTING SIZE AND FOUNDATION (2)tt4 REBAR GOUT. CURED. HAND COMPACT BACKFILL WITHIN - � ~ IN FOOTINGS 5' FROM WALL / REINFORCEMENT CHANGES 2 X 8 PT SILL PLATE RIPPED : O � � BASED ON STEM WALL HEIGHT w ~ #4 24" O.G. DAYLIGHT WALL 1E ¢ h� o 4° CONCRETE SLAB. SLOPE .-, '� ` co LU 2 { Fi MIL VAPOR BARRIER AWAY FROM STRUCTURE u Q o ��r_<., ,- - .°� CONTINUE OVER FOOTING rn o SCALE: I Z o DRAINAGE GRADE GRAVEL r - --- FILTER FABRIC °�- ° < -- _ - -- `„ --j w ui a LU ° UNDISTURBED EARTH ° _ - _ 1 Of v� Q a \� I rn O LU PER ENGINEERING 53 1/2" GWB OPTION \ \•\i\\%/\� °8 1�1 ° SIDING PER ELEVATIONS - 4" MIN. COMPACTED ' lip ..< TOP FLANGE HANGER 2 X 6 STUDS 0 16" O.G. GRANULAR FILL ° .dl _ 1/I6" CDX OR OSB 5WEATHING RETAINING WALL @ C RAW L SPACE 4 STEM LWALL T 51W JOIST HANGER ANCHOR BOLTS PER ENGINEERING, 93 4" CONCRETE SLAB dJ 6 MIL S = IP �/ 1-0" VAPOR BARRIER SCALE: 3/4" I'-O° SEE 53 FOR FOOTING SIZE AND Jlp �,,� BR4A P.T. 2 X 6 SILL PLATE a FOUNDATION REINFORCEMENT. 6 X 6 X 10/10 WOVEN WIRE MESH GRADE y UNDISTURBED EARTH F I�� SEE DETAIL'I' FOR OTHER TYPICAL CALL-OUTS PER ENGINEERING, S3QB7R6a�� .A 4" DIA. DOWNSPOUT TIGHTLINE 4Yf a y LR 10 RIGID INSULATION Ih" GWB ONAL _ Z WATERPROOFING MEMBRANE d 4" MIN. COMPACTED GRANULAR FILL SIDING PER ELEVATIONS 2 X 6 STUDS W 16" d.G. HOUSE @ PORCH --'� CONTINUE OVER FOOTING it - '� �I REBAR PER ENGINEERING, 53 SURF LOOR PLYWOOD OR OSB SCALE: 3/4" = -O° Z 1/I6" CDX OR 055 SHEATHING DRAINAGE GRADE GRAVEL ,;i H ° R-38 INSULATION FILTER FABRIC a °< �a •- - @)#4 REBAR GGNi. IN FOOTINGS ° CONT. RIM JOIST - - SEE 53 FOR FOOTINGSIZEAND FOUNDATION REINFORCE'ENT. E TREATED PLATE. SEE ENGI ENGINEERING 533 FOR ANCHOR SPECIFICATIONS. v } /} 4° DIA, PERFORATED DRAIN TILE --- /� /� / � � �\z/ C) ABU66 POST BASE co ',\_/�� /�/ #4 CONT. 6 X 6 PT POST z0 I GRADE Z GARAGE WALL _ #4 C 18" O.C. GARAGE DOOR Q BEVELS a SCALE: 3/4" = I'-0" j1 1/2" GWB 4" CONCRETE SLAB L H EXPOSED AGGREGATE yERIFYB' OFFSETWDOOR SIZE SLOPE GARAGE CONC. PAD u r LLJI THICKENED SLAB 2" TOWARD GARAGE DOOR w I° 2 X 4 FURRING W/ 1" AIR GAP DRIVEWAY SLABN i- w - - ---" c R-10 RIGID INSULATION Q II ° R-21 INSULATION o um If° SEE ENGINEERING, 53 FOR L 9° ° �+? .r •9 ° ° ° °_ ° ,• r;�'_ ° NOTE: DO NOT BACKFILL WALL UNTIL BOTH FOOTING SIZE AND FOUNDATION `q ° I -i_ 6 x 6 P051 FLOORS (BASEMENT AND MAIN FLOOR)ARE , ,y �. ° ° 1° i DRAWN BY JAD SIMPSON POST BASE -� CONSTRUCTED AND CONCRETE SLAB REINFORCEMENT CHANGES _ :-: BASED C STEM WALL HEIGHT ° Ilan "�` "' y"'` `'�` SCALE 3/4 0" UNO CURED. HAND COMPACT BACKFILL WITHIN • - IL�� Z R-10 RIGID INSULATION ° II ° ° (3)#4 BARS EACH WAY I 'I�, I,-6„ L Q - COMPACTED FILL JD JOB# 37NC17 DEMM 5' fROM WALL 0J GRADE \ - 4" MIN. COMPACTED �q HOOK tt4 DOWELS Q 48' DATE II/2 /2017 II GRANULAR FILL O.G. INTO CENTERLINE • (3)#4 REBAR CONT. VSt i¢_ , ° °�� OF SLAB _ AS SHOWN REVISIONS -g-E� I - -- I ° THICKENED CORNER -J .' (2)#4 REBAR CONT. IN FOOTINGS ° ° y DRAINAGE GRADE GRAVEL -- -_� k v c U _ SEE ENGINEERING, 93 FOR 47i' b g FILTER FABRIC O - It a ° a i ° REFOOINFORCEMENT CNG SIZE AND HANGES g" A° R-10 RIGID INSULATION -..��J ° ° _a BASED ON STEM WALL HEIGHT 2'-6" PER ENGINEERING 53 ro ° - AR ENGINGEERING 3 PORCH FND. WALL GARAGE FOOTING _ A3 THICKENED FOOTING 7 RETAINING WALL @BASEMENT 11 __ SCALE: 3/4" = I' O" 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" SCALE: 3/4" = 1'-0' SHEET 3 OF 14 Q 45-0" jd design Iro-5 1/2" JIM DUNLAP 8'-2 3/4° 8'-2 3/4" 14'-6 I/2' I IS'-0° (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 11-8" 4i-10 I l2' 2-3' 6-4 1/2" 6-4 1/2" FLOOR PLAN NOTES (3)3366 SH m WRITTEN DIMENSIONS TAKE PRECEDENCE OVER > -,v •.: SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ` ------'-�- r • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY OTHER ROUGH OPENING SIZES WITH OWNER/ _."_,__�, _ }utiirzF uQT_TUB - A CONTRACTOR PRIOR TO WALL CONSTRUCTION. - _ - _ ``-- "- - ___ ___ ___C'A_'?_i ---- _ •01 ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MATERIAL USE CORROSION RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE TREATED LUMBER. Z ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 a MASTER BEDROOM --- - t - STUDS AT 16" O.G. AND SHEATHED WITH 1/16' 0915 PLYWOOD OR BETTER WITH 15# BUILDING PAPER. m _. - . .-- - --- L-- --- —J 9' CEILING HT. 0 - — - • ALL INTERIOR WALLS TO BE FRAMED WITH 2 X 4 GSMT-294 2S46-G84-4T -- STUDS AT 16" O.C. AND SHEATHED WITH I/2" GYPSUM H 3080 - WALLBOARD UNLESS NOTED OTHERWISE. 12'-6' 3-6" • ALL GLASS TO HAVE LOW E (0.40)GLAZING. GLAZING IN HAZARDOUS LOCATIONS TO BE TEMPERED PER s IRC SECTION R308. SEE R308.4 FOR DEFINITION OF x HAZARDOUS AREAS. `V • PROVIDE SMOKE DETECTORS ON OR NEAR THE 2X6 I'-9' CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND DINING JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS TO BE WIRED TO THE ELECTRICAL SYSTEM WITH Lu 9' CEILING Hi. U W U m BATTERY BACKUP (IRC R311.1 ; R311.2). Lu Z q S I'-II I/2" q • BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING s LIVING ROOM — THE FOLLOWING CONDITIONS WINDOW SILLS TO BE LL MASTER EX. '\q 9' CEILING HT. 3-6" 3-6" 2'-0" A8 WITHIN 44' OF FINISHED FLOOR WITH A NET CLEAR [if BATH iq OPENING OF 5.T SQ. FT. MIN. THE OPENING TO HAVE J -� MIN. CLEAR OPENING HEIGHT OF 24"AND WIDTH OF •m 9' CEILING HT. 0 m I�-6" 2'-0° -m - • - m DIRECT-VENT GAS •� 20" GRC SECTION R310). � FIREPLACE. CONTRACTOR - Q • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, w VERIFY MANUF. FRAMING J 0 S OW 3068 REQUIREMENTS HARD ; NON-ABSORBENT MATERIAL TO MIN. 12' cD ABOVE DRAIN INLET. THIS MATERIAL TO BE Z s INSTALLED OVER WATER RESISTANT PLASTER N 4'-1" w •N REF BOARD. Z MASTER 3 68 0-0° 3-91/2" 3 l" I •y. • W W N TOILETS TO BE LOCATED IN AREA WITH MIN. 30" F N 0 O WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE w = CLOSET '� N v Q s 2'-9 1/2" 3-2 1/2" m CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS m r U „x, '� OO TO BE LIMITED TO I.6 GALLONS PER FLUSH. _ d `. —— � "� � DW • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL � WITH MIN. 22" X 30" OPENING AND 30" J ''- - — UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 > uj •� UL-- N SR/CO MEMBERS. pQ Q w _ :� PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 CFM S ENTRY I O m AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND _ y p m 9' CEILING HT. U N — — El) DRYER EXHAUST TO BE VENTED TO OUTSIDE OF � 'A T — — — RESIDENCE. F. V m S 5'-3 1/2" 1Lu a) PROVIDE MIN. 1/2" GWB OR EQUIVALENT TO GARAGE I- x * N O 9 C.H. "II •v SIDE, BETWEEN GARAGE AND RESIDENCE AND/OR z w ` Wit. '� " "" F °n LAUNDRY S P R i4 GARAGE AND ATTIC (IRC R302.6). U • PROVIDE I-HR. FIRE-RESISTIVE CONST. 5/8' TYPE 'X U � •- ° A } _9 FA V 4068 GWB ON GARAGE LD FOR FIRE SEPARATION UNDER 0 7 z WHOLE HOUSE'' v a0 PANTRY OVENS -m HABITABLE SPACE ABOVE GARAGE (IRC R302.6). U ` z F `9 2468 • DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/2" _D co.-. 3610% 3068 THICK SOLD CORE, 20-MIN. SELF-CLOSING of O U D`_ W CLOSET 1260 PIC 1260 PIC '"q HW FIRE-RATED DOOR (R302.5.U. Z FURN. • PROVIDE RRESTOPS AT ALL APPLICABLE U Q -0 S.G. S.G. '_ 20-MIN. FIRE-RATED 0 U o TRANSOM GOV•D LANDING SELF-CLOSING DOOR LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. � rij 3 o I'-10" 3-101/2" m uJ 0 � 2646 CSMt 2646 CSMT - — ——I • ALL ELEMENTS AND SWITCHES FOR FURNACE AND Z w .. PORCH ATTIC WATER HEATER TO BE 16" MIN. ABOVE SLAB. 0 I- # -� CONCRETE ACCESS BOLLARD GAS 0 U W 0 O J m L-- - IllU W U ELECTRIC 0 Q F- Z Q STEPS TO SLAB AS NEEDED a in Q 0- 12' TREAD DEPTH STAIR NOTES 1/2' MIN. GWB GARAGE WATER HEATER 15 REQUIRED W • STAIRS TO BE FRAMED WITH MIN. (3)2 X 12 +b TO HOUSE TO HAVE A VACUUM RELIEF m STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. b DEVICE AND TEMPERATURE m PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT PRESSURE RELIEF VALVE TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS PER 2015 UPC 504.E ALONG THE RUN OF THE STAIRS. STEPS TO GRADE 5' -- GARAGE • MINIMUM HEADROOM CLEARANCE TO BE 12" TREAD DEPTH VERTICALLY ABOVE TREAD NOSING TO NEAREST -m OBJECT ABOVE. 'A 'm STAIR$ TO HAVE MAX RISE OF 1-3/4" AND MIN. RUN -0 OF 10" WITH NOSING OF 3/4' TO 1-1/4". NO RISER TO ^ NOTE .G. = SAFETY GLASS BE LESS THAN 4". DIMENSIONS BETWEEN RISE AND RUN ARE NOT TO VARY MORE THAN 3/8". ________ ____ • ENCLOSED USABLE SPACE UNDER STAIRS TO BE F I F -I d I-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X' GWB. m STAIRWAYS WITH 4 OR MORE RISERS TO HAVE AT m LEAST ONE CONTINUOUS HANDRAIL AT 34" - 38' ABOVE TREAD NOSING WITH ENDS RETURNED TO TERMINATE INTO WALL OR NEWEL POST. HANDRAILS TO HAVE GRIP PORTION NOT LESS THAN Y n 1-1/4" OR MORE THAN 2" IN GROSS SECTIONAL i(iT ip DIMENSION WITH 1-1/2" BETWEEN WALL AND HANDRAIL I r GUARDRAIL NOTES O 9080 O.H. DOOR 9080 O-H. DOOR �� • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR PORCHES THAT ARE MORE THAN 30" ABOVE z um r GRADE OR FLOOR BELOW SHALL BE PROTECTED BY 0 A GUARDRAIL THAT IS MIN. HEIGHT OF 36". a . . 3'-l" 2'-9" 6=4" 6-2" 6'-2" Y-0" 10'-0" 7-0' • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS Q SUCH THAT A 4" DIA. SPHERE CANNOT PASS 2 8' 2'-4" I 24'-0" THROUGH AT ANY POINT. w p` 0 • GUARDRAILS SHALL BE ATTACHED TO THE w STRUCTURE IN SUCH A MANNER TO WITHSTAND A Q • _ __ __ 4S'-0" SINGLE CONCENTRATED LOAD OF 200 LES. APPLIED � IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWN BY JAD m a SCALE 1/4" = 1'-0" UNO JD JOB# 1137NC17-DEMM DATE 11/21/2017 REVISIONS 1c BR 12/31/2017 REMOVED 1O 4O !� & SEE ENGINEERING 52 FOR SHEAR WALL CLERESTORY, WINDOW MAIN FLOOR PLAN SPECIFICATIONSO \(IA$k" C�� sPEFlcarloNs O `41+ � DOOR CHANGES NORTH SCALE: 1/4" = 1'-0" f ; f 01/26/2018 FLIPPED PLAN 1297 S.F. LIVING SPACE - 552 S.F. GARAGE �NAl A4 SHEET 4 OF 14 <ca D5 (v jd design JIM DUNLAP 16=51/2" 2s'-61/2" (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 8-3 1/2" 5'-II I/2° 2'-11 1/2" 12'-4" W ENERGY CODE NOTES 8'-2 3/4" 8-2 3/4" 2'-6" 3-3" 2'-6 I/2" 3-51/2" 2'-ro 5'-II I/2' 6'-4 1/2' • CONTRACTOR TO ADD ADDITIONAL FRAMING OR LINE OF CANTILEVERED BLOCKING AS REQUIRED TO MEET CURRENT ENERGY = + FLOOR ABOVE 14'-6 I/2 CODE REQUIREMENTS. , ——— ——— —— — — — — —— — ——— AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JGST BETWEEN STORIES TO BE —— ———————— CAULKED/SEALED. ALL HOLES IN BUILDING ENVELOPE a ARE TO BE CAULKED/SEALED INCLUDING BUT NOT m �' •� 3356 CSMT 3356 PIC 3356 C LIMITED TO ELECTRICAL, PLUMBING B HVAGSMT 6 `� PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS STEPS TO GRADE 3 ARE TO BE CAULKED/SEALED WITH APPROVED GIG _ AS NEEDED A� A SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL - - .� RECESSED LIGHTS ARE TO BE IC RATED, AIR TIGHT g SEALED TO SURROUNDING GWB. ROUGH OPENING --- - -- -- --- •s AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED. ---- -- - - - • ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED m -- - - - AS PER CODE, TO HAVE AS FEW BENDS AS POSSIBLE, -- -- 3056 CSMT -4 16SL 2956 CS T 2956 PIC 2956 CSMT •� _ AND TO TERMINATE AT THE EXTERIOR OF THE BUILDING. 3068 • INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES a 3 X 5 FEB OUTLET BOXES. 42" TALL PONY WALL S1.{ N • ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED Q HABITABLE SPACE TO HAVE SEALED JOINT$, CORNERS w EX. w N 6 BOOTS, AND INSULATED IN ACCORDANCE WITH W5EC z REG ROOM FAf 0 1 m ro 2015 EDITION SPECIFICATIONS CWSEC 2015"), LLJ Im o U s • A ONE PERM OR LESS VAPOR RETARDER (IE: KRAFT N m 15A7H 2 s PAPER, PVA PAINT, ETC.)IS TO BE INSTALLED ON THE 6=0 10' CEILING HT. THROUGHOUT `9 WARM SIDE OF ALL INSULATION. J A X EDROOM 2 — A • ALL RECESSED LIGHT FIXTURES IN THE THERMAL F- N iv A8 ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND Q PARTIAL FURRING 0 - `� LU 3-6" OPTION AT CRIPPLE o s .N SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN w PARTIAL FURRING APPROVED MANNER TO BE AIR TIGHT. WALL LINEN OPTION AT CRIPPLE z m ALL WATER PIPES IN UNHEATED SPACES TO BE UP IS R GUARDRAIL 3068 2068 `. WALL ;N INSULATED IN ACCORDANCE WITH W5EC 2015. N EXTERIOR DOORS TO BE ADJUSTED SO z I 1 N WEATHER-STRIPPING, THRESHOLD, Q DOOR SWEEP ARE W 2 X 4 FURRING (TYP.) w WORKING PROPERLY B SEAL WELL. I" GAP (TYP.) - U 2'-II 1/2" Q S�i ' a m �^ BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT m •� Q� j CONFORMANCE WITH MANUFACTURERS H 7 E. � PROVIDE RECOMMENDATIONS AS REQUIRED t ATE INSUL INSUL D r E.- -(- WEATHER-STRIP ATTIC ACCESS DOOR. W b • p Q PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED � „, 2668 DIRECTLY INTO THE RETURN AIR PLENUM OF THE FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE I_ TO WSEC 2015. PROVIDE DAMPER TO REGULATE _ UNDER STAIR `4 INCOMING FRESH AIR. •, '�,,..� .x. - 'gyp �T v) ya ,� ST0�,4Gt (UNExGAVATED) • ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES B w uj j / CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED Zp Lu DIRECTLY TO THEM. 1i O Lo ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A o Amie. " MIN. 3 VERT. 10' HORIZ. Z N H U w O w k- ci Z CRAWL SPACE ACCESS Z _ _ MIN. 24" WIDE X 36" TALL WHOLE-HOUSE u a o ACCESS DOOR 3/4" PLYWOOD OR VENTILATION Z ` ww� COB SUBFLOOR ONE OF THE FOLLOWING METHODS WILL BE USED TO MEET F- 1, 0 F- # THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL w W Q O U DOUBLE JOIST OR CODE (IMC)CHAPTER OF THE 2015 IRG p Q LU F- Z Q BEAM PER PLAN _ - d w Q d (A). A SINGLE WHOLE-HOUSE EXHAUST FAN, WHICH CAN JOST PER PLAN PERFORM DOUBLE DUTY AS A ROOM SPOT FAN, IS REQUIRED. FAN MUST BE CONTROLLED BY TIMER SET TO FIRE BLOCKING OPERATE MIN. OF 8 HOURS PER DAY. THE CFM CAPACITY OF FAN MUST BE 0.25 W.G. AND HAVE MAX 11�7 SONE (NOSE)RATING OF 1.5. MIN. SIZE OF FAN MUST BE I05 CFM. PLYWOOD HANGERBOARD (B). FRESH AIR WILL BE CIRCULATED BY THE CENTRAL FASTENED TO CARRIAGES ff TO HEADER FORGED AIR FURNACE SYSTEM. FURNACE MUST HAVE FRESH AIR INTAKE DUCT AND BLOWER MUST BE (3)2 X 12 STRINGERS ACTIVATED BY TIMER TO CIRCULATE DAILY. 5/8" TYPE "X" GYP. BOARD ON (GARAGE ABOVE) ALL SURFACES OF USABLE SPACE UNDER STAIRS INSULATION VALUES ^ WALLS Li STAI RS AT LAN D R-21 R-21 I N G ABOVE GRADE BELOW GRADE SCALE: 3/4" = I'-0" CEIL NG FLAT VAULTED R-4S R-38 _— ---- FLOOR J CRAOWL SPACE- 0B ON GRADE LL SEE STAIR NOTES ON R PAGE A4 FOR STAIR AND HANDRAIL NOTES • R-30 INTENDED FOR USE WITH 0 1/2" Z I-J05T5. IF 11 1/8" I-JOISTS USED THEN O STAIR NOSING 3/4" - 11/$ PER IRC R311.15.3 TOP OF HANDRAIL �p - R-38 INSULATION TO BE INSTALLED. O N 0 0 32'-I I" Lu 0 Qol S EXTEND TO TOP J E 11 r?' Q BOTTOM RISER `m 'gyp DRAWN BY JAD RETURN TO WALL 5/8" TYPE "X" GYP. BOARD Z _ SCALE /4° = -O° UNO ON ALL SURFACES OF USABLE Z a JD JOB# 1137NC17-DEMM SPACE UNDER STAIRS II°•• F DATE II/21/2017 (3)2 x 12 STRINGERS REVISIONS W X LOWER FLOOR PLAN 2/31/2017 CEILING HEIGHT SEE ENGINEERING 52 FOR SHEAR WALL STEPS, ADDED DECK SPECIFICATIONS CONCRETE SLAB `-a, L 1� .QO FIREBLOCKING AT TOP NORTH SCALE: BR & AND BOTTOM ACROSS SCALE: 1/4" = 1'- SPECIFICATIONSO O STRINGER B/W STUDS 2X THRUST BLOCK 844 S.F. LIVING SPACE Q - 0 /23/208 FLIPPED PLAN � O �G1964 STAIRS AT FLOOR °j�'�� A5 2 SCALE: 3/4" = 1'-0" SHEET 5 OF 14 jd design BEAM HUNG USING JIM DUNLAP HUCO HANGERS SEE KNEE BRACE DETAIL 'K' ON 54 (360) 35 CONT. 6 X 6 P.T. JIM@JDDESIDDESIGNDRAFTING.COM HUNG USING FLOOR FRAMING R-38 INSULATION AT POSTS TO ROOF HBUCO HANGERS CANTILEVER 14'-91/4" 14'-91/4" S NOTES r CONT. b X b P.T. POSTS TO ROOF • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER W. SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND w �' �JS b X 12 P.T. b X 12 P.T. - ^ea=». CONDITIONS IN THE FIELD. m > rG0,I O - - - - I I I I I I I I *� TT TT +� ***�� T� • ENGINEERING SPECIFICATIONS, NOTES AND M z '2S 'Sil, 11 T T I FLIpSHB�.4M T I I I FLU BM T I T T DRAWINGS ACCOMPANIED WITH PLANS TO U X 10 DF g I I I I I I I I I I I DECK JOISTS TO BE (2)2 X SUPERCEDE ALL INFORMATION ON ARCHITECTURAL -I- 10 P.T. G ib" O.C. OR 4 X 8 DRAWINGS. FOR ANY DISCREPANCIES BETWEEN I I I I I I I I I I I I I ENGINEERING AND ARCHITECTURAL DRAWINGS P.T. W ib" O.C. IN HOT TUB REFER TO ENGINEERING. I I I I I I �`r REGION FOR ENTIRE LENGTH II-T/g" 0 OF THE b X 12 P.T. BEAM. • REFER TO FLOOR FRAMING PLAN FROM FLOOR JI 21 JOIS g p 1 " 11 T 2 E54) .� JOIST MANUFACTURER/SUPPLIER. FLOOR JOIST '� O, k 10 D CK MANUFACTURER/SUPPLIER SHALL PROVIDE AND _s SEE ECK LED ER gTg W I6"OC SUBMIT ENGINEERED DESIGN TO THE BUILDING 1 ( I I I I I I I I I I I I I GON�IEGTI�N D�TAIL I I I I I I [ATTACH TED REGION 'S' O 94 DGER PER DEPARTMENT FOR APPROVAL PRIOR TD III I IIOJ 94 FABRICATION AND INSTALLATION, j I �5-I/113-I/7" GLB OR ' XI II I/4" fPSL� - I - I - 1.X I DF 4 X 10 F 4 X I DF • PROVIDE TEMPORARY BRACING AS REQUIRED �idll+++_ _ «<LLL ...LLL f_ iiiLLL... ��LLL... UNTIL ALL PERMANENT CONNECTIONS AND **JJ++ rrr��rrr rrr��rrr STIFFENERS HAVE BEEN INSTALLED. I r I FLU5�1 BE M T T � • FOR FLOOR SHEATHING USE 3/4" CDX OR OSB ST I I I I (IIII 3T 1 I 1 1 OO STURDI-FLOOR TSG, GLUE AND NAIL W/ RING SHANK �j S 1 II I I I I I III 1 1 I `OS p} 8D'S d b" EDGES S 12" IN FIELD U.N.O. FACE GRAIN PERPENDICULAR TO SUPPORTS. I I I I I I I I I I I I I I I >( -JOISTS AT INTERIOR PROVIDE BLOCKING BETWEEN I -- �� I I 1 I I 1 I I I I I I p1 QwABR AQ! . w BEARING LOCATIONS WHERE THERE 15 A LOAD IT w u BEARING WALL ABOVE m Q o • Lu PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOSTS BEAR AT EXTERIOR WALLS. 0 I W 3 I a I I I • ALL EXTERIOR WALLS ASSUMED TO BE BEARING. • ALL BEAMS AND HEADERS TO BE 4 X 10 D.F. #2 I I I IIIIat- IIIIII 1a6 I I I I I I rc . (1�• \ ZE I T/ TJI J U.N.O. TS w 37964 DOUBLE JOST TO � r • JOIST HANGERS S CONNECTIONS TO BE '91MP90N' Q w W W SUPPORT ROOF 9 J TRUSS LOADU.N.O. I I ONAL• ALL CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR EQUIVALENT PROTECTION. QI 6P b y I I I I Lu w W mz I I I IIII I I I I 1-44 — pa Q U ENGINEERED FOR HOT TUB IN LOCATED REGION OF I I I I I m FWSH BM PLANS. HOT TUB WEIGHT NOT TO EXCEED -1,000 I I ~ LISS IN FULLY LOADED WEIGHT (DRY, WATER, a,'„ ._.—_._. - 4 X Iq DF� 15EAJING 7w, AWL PA E) J_ Z OCCUPANTS). IF MODEL TO EXCEED REPORT TO «<LLL «<IL6 r W AR G P NT ENGINEER ON FILE. _ I 1 H C} I 11 W Q ' FLUSH BEAM > W+ m I I I I q � I I I I I I I HOT TUB TO BE INSTALLED ABOVE THE DECK AND 5 a Q Q y, NOT RECESSED INTO DECK JOISTS. g I I� W � o pN a w p 11-T " 7 210J 8TSdI6" I Lu z W w z I (B ARIN WALL AT RA L SP CE) III I I �I I I IIII I I IIII I I I OC I I O m I I I I I I I I I IIII I I I I III l b I s z o III IIJ u N JI 21 �. I p g m O V) z Jqg 8 p W" p O� O. 1 3 (-D I I I I I - cn z — 3 o w w -d i Lu W QOW STEM WALL HELD UP TO MEET UU Q � CONCRETE PORCH. HANG a ul Q a JOISTS THIS AREA PT 4 X 4 POSTS TYP. (2)PL ATTACH BEAM TO POST TYP. (2)PL W-0 1/2" 4'-TI USE (4)10" X 1/2" D BOLTS OR (4)1/2" D GALV LAG SCREWS 3" MIN. EMBED 3/5" PILOT HOLD REO'D AT EACH POST AND BEAM CONNECTION 77- - - 4X 0B M Z W T 2 k 8 Dp K J ISTS 16"�,C. •� I I I I I I I I I LL M z 0 0 W Oda O � O - z u of ? NOTE ROOF TRUSSES AND FLOOR JOSTS SHOWN IN H Z DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. d FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING N MAIN FLOOR FRAMING PLAN REFER TRUSS DESIGNS SPECIFICATIONS FROM TRUSS SUPPLY COMPANY. FOR FLOOR JOIST o LAYOUT REFER TO JOIST DESIGN S SPECIFIGATION5 w FROM FLOOR JOIST SUPPLER. Q SCALE: I/4" = I'-0" a LOAD BEARING HEADERS TO BE DRAWN BY JAD 4 X 16 UNLESS OTHERWISE NOTED SCALE 1/4" = 1'-0" UNo - -� FLOOR FRAMING LEGEND JD JOB# 1137NC17-DEMM DATE 11/21/2017 JOIST BEAM/HEADER REVISIONS a 12/31/2017 NO UPPER ROOF OUTLINE OF WALLS OF FLOOR FRAMING -- BENEATH L O W E R DECK FRAMING PLAN OUTLINE OF SUPPORTED FLOOR 01/23/2018 FLIPPED PLAN BEARING WALL NORTH SCALE: 1/4" = 1'-0" - - -_ _ _ OUTLINE OF WALLS OF FLOOR ABOVE JOST HANGER ® POST A6 SHEET 6 OF 14 (Vjd design JIM DUNLAP (360) 982-0535 JIMCJDDESIGNDRAFTING.COM ROOF NOTES • TRUSSES TO BE SPACED At 24" O.C. UNLESS NOTED OTHERWISE. • ROOF PITCH IS TO BE 3.25:12. • ROOFING MATERIAL 15 COMPOSITE. — sj. • TYPICAL OVERHANGS ARE 24" WITH CONTINUOUS METAL GUTTER THROUGHOUT. A Q 6 w OVERHANGS ON ROOF OF DECK COVERING ARE 12" tiA WO `zQ I 41p+ I WO 5 A • FASCIA TO BE 5/4 X 6 WITH CONTINUOUS METAL GUTTER. '_' `� • BARGE RAFTERS ON ROOF OF DECK COVERING TO I M I BE 5/4 X S. I I I 2 • ALL BEAMS B HEADERS TO BE 4 X 10 D.F. #2 UNO. • PROVIDE SOLD BLOCKING OVER SUPPORTS. 3.5:12 SLOPE AT • TRU55E5/RAFTERS TO BE SHEATHED WITH 1/16" CDX 3.5:12 SLOPE 3.5:12 SLOPE — OR OSB SHEATHING WITH 15# FELT OR BETTER. USE PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF CROSS VENTILATION FOR EACH � SEPARATE SPACE WHERE APPLICABLE. 0 0 L �j Lu O J' TRUSS NOTES w TRUSS MANUFACTURER SHALL PROVIDE DESIGN I -9 DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY TLU CE A TO BE AVAILABLE ON SITE FOR FRAMING m w u INSPECTIONS. Z (3 • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S Q A 0 n STAMP. w 'n • ALL TRUSSES SHALL BE STORED, INSTALLED B -I BRACED PER MANUFACTURER'S SPECIFICATIONS. Z 4'T 4Q TRUSSES SHALL NOT BE ALTERED IN THE FIELD U) p+ WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL Z W AND/OR APPROVED ENGINEERING CALCULATIONS w 1) PROVIDED BY THE TRUSS MANUFACTURER. LU A= RIDGE • ROOF TRUSSES TO BE SHEATHED WITH 1/16" CDX OR m V O 055 SHEATHING WITH 15# FELT OR BETTER. USE Z n y'� PLYWOOD SHEATHING ON ALL SOFFITED AREAS. _ RIDGE 7 5 3. 12 SLOPE W _. • PROVIDE ROOFR C05S VENTILATION FOR EACH J r I SEPARATE SPACE WHERE APPLICABLE.. Q 3 :12 OPE 0 Q I r rJs, ATTIC VENTILATION W rhos ATTIC VENTILATION REQUIRED. REFER TO IRG R806.1 w ~ w w AND R506.2. p w SQUARE FOOTAGE OF ATTIC SPACE = 2060 S.F. ~ w o 2060/300 = 6.61 S.F. NET VENT AREA REQUIRED. zo Z N PRE-ENG. ROOF TRUSSES 74° O.G. �ri ,TQ N PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS v Z INSULATION BAFFLE W/ AT EAVE AND REMAINDER AT MIN. 3 ABOVE PLATE � w O l/I6' COX OR OSB SHEATHING M LINE. OPENINGS TO BE COVERED WITH 1/5' CORROSION � O O I" MIN. AIR SPACE RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE Z Z COMPOSITE ROOFING rJ - VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR O 2X BLOCKING W/ (3)1-Ih' DIA. 3T — —._ _- SPACE BETWEEN INSULATION AND ROOF SHEATHING AT O ` Q p0, 12 SCREENED VENTS P GAS { THE LOCATION OF THE VENT. 5/4 X 6 FASCIA P l7 FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS Z L w BLOCKING, WITH (3)1 1/2" DIA. HOLES AND MESH SCREEN ~ # CONT. METAL GUTTERui Am COVERING THE HOLES, BETWEEN EACH TRUSS. w Q OU w FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT 0 z Q '�. VENTING. a Q a 1 i TYP. — — — OVERHANGS 2-0. e 1�Q 3.5�12 SLOPE L +6 rVJ o SrG R-49 INSULATION od1/2" GWB TYP. 3.542 SLOPE HURRICANE TIE A EA. TRUSS 2 PRE NG ROOF Z AT A TRUSSES a24" O,C I/2" GWB TYP. FOR HEADER AND OCHER FRAMING NOTE: ROOF TRUSSES AND FLOOR JOSTS SHOWN IN 2 X b STUDS A 16" O.G. DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. CDX OR OSB SHEATHING W/ R-21 INSULATION SPECIFICATIONS SEE ENGINEERING 51 RIDGE FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING SIDING PER ELEVATIONS REFER TO TRUSS DESIGN f SPECIFICATIONS FROM TRUSS SUPPLY COMPANY. FOR FLOOR JOIST SIM. LAYOUT REFER TO JOIST DESIGN g SPECIFICATIONS 1 FROM FLOOR JOIST SUPPLIER. V A, �Q Z TYP. TRUSS/EAVE DETAIL SCALE: 3/4 = m L� r W W PRE-ENG. ROOF TRUSSES P 24" O.C. W B�qO�� 0 INSULATION BAFFLE W/ 1' MIN. AIR SPACE T/I&' CDX OR O5B S:-IEATHING �'�C' 'n ,. 0 W COMPOSITE ROOFING 40 f ! \V N 2X BLOCKING W/ (3)I-I/2° DIA. / r r� ,.h w O SCREENED VENTS r' ""t1 j12 ��' - 0 5/4 X 6 FASCIA 3I Vto�"t�vp-` d CONT. METAL GUTTER 0--1 " �yO OF FRAMING PLAN T✓ DRAWN BY JAD NORTH SCALE: 1/4" = 1'-0" SCALE 1/4" = 1'-0" UNo JD JOB# 1137NCl/-DEMM DATE 11/21/2017 i R-49 INSULATION REVISIONS 2-eI SOFFIT BOARD OR TBG DECKING 12/31/2017 SIMPLIFIED ROOF FRAMING LEGEND OVERALL, REMOVED HURRICANE TIE P EA. TRUSS CLERESTORY & ALTERED ROOFLINE 4 X 10 D.F. MIN. — BEAM/HEADER 01/23i2018 FLIPPED PLAN - -_. . _--- LINE OF WALLS BENEATH WRAP LINE OF ROOF --®-- HIDDPOST LINE OF ROOF TRUSS/EAVE DETAIL POST A7 2 SCALE: 3/4" = 1'-0" SHEET 7 OF 14 (Vjd design JIM DUNLAP PRE-ENG. COMMON TRUSSES FAUX CHIMNEY VENT CHASE (360) 982-0535 P 24" O.C. JIM@JDDESIGNDRAFTING.COM R-49 INSULATION 12 51 t ir.: vv TOP OF PLATE - ; ; " , „ TOP OF PLATE TYP. c — — —— —— — —— — —— — — _ KITCHEN LIVING ROOM r FA - (DINING BEYOND) (ENT BEYOND) ASTER A l 4 T __ r R-21 INSULATION 01 I I— R-21 INSULATION TOP OF SUBFLOOR TOP OF SUBFLOOR - - - -- - - - - - - - - TOP OF PLATE TOP OF PLATE R-21 INSULATION w - R-21 INSULATION U Z L—, W (o =� R-21 INSULATION BEDROOM 2 ATM 2 REC ROOM 7 r _ J W O - _ O ..' W J -- - (D N - WTOP OF SLAB '< TOP OF SLAB w w / \ Q 7. m EXACT FOOTING SIZES NOT NECESSARILY - R-10 RIGID INSULATION 7 ~ ` _ DEPICTED. FOR EXACT FOOTING SIZES REFER �THROUGHOUT BASEMENT J W TO ENGINEERING TABLE ON PAGE S3 (TYP.) Q o Q BUILDING SECTION A - A K 0 SCALE: I/4" = I'-0" � W w z uj L' 0 W o N Z Z O o z � N O co O Z W �- H 3: O Z C z O L Lo O Q o � n o Z W Lu U 7 EL � w Lu W � ~ #U < J 0 R24' O.C. COMMON TRUSSES --- _. __ 0 Q N Q < CL R-49 INSULATION _--- -- - 7 __ TOP OF PLATE ._ . . .. .__ 9 R-21 INSULATION GUARDRAIL 1/2" MIN. GWB CLOSET LIVING ROOM POWDER OPEN GUARDRAILS SHALL GARAGE --._--- HAVE INTERMEDIATE RAILS •i SUCH THAT A 4" DIA. SPHERE O CANNOT PASS THROUGH AT F Illy ANY POINT \ \ R-16 RIGID INSULATION AROUND PERIMETER OF GARAGE SLAB _ ___ _ __ TOP OF SU- - - W y " A .. 4 A T OP OF PLATE - - - - - -- - - - - - - - �A O _R-36 INSULATION \ GRAWL SPACE _ _ DEPENDING ON HEIGHT OF 7 SHOWER SURROUND THIS z R-21 INSULATION ---- -- COULD BE A TALLER WINDOW =� � HALL BATH 2 - 0 - F- \ R-21 INSULATION m w d \\ - --- -- - APPROXIMATE LINE OF �- w NATURAL GRADE TOP OF SLAB EXACT FOOTING SIZES NOT NECESSARILY DRAWN BY JAD DEPICTED. FOR EXACT FOOTING SIZES REFER (4)16" X I/2` D BOLTS CONNECTING TO ENGINEERING TABLE ON PAGE S3 (TYP.) 6 X b P.T. POST AND 4 X 16 P.T. SCALE 1/4" I -0" UNO -�� BEAM ATEAGNCCNNECTiON. JD JOB# 1137NC17-DEMM R-19 RIGID INSULATION __ Q%• THROUGHOUT BASEMENT _—___ DATE 11/21/2017 REVISIONS 12/61/2017 SIMPLIFIED - OVERALLED , SECTION B B CLERESTORY GRADING SCALE: 1/4" = I'-0" 01/26/2018 FLIPPED PLAN A8 SHEET 8 OF 14 jd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM FAUX CHIMNEY VENT CHASE - ----- -- - - - - - - - - - - - - - - - - - - - - - -- -- HIGH FT. ROOF 12 _. _ - TI _a- 1i �- //- 3.5 +,r ��- ..- � 1 � r �''-- ' �- � r COMPOSITE ROOF SHINGLES r _ � +' TOP OF PLATE TOP OF WINDOWS 5/4 X S FASCIA W/ CONT. METAL GUTTER - - ---- __-- — _ _m - 26 2SMT �m - 5/4 X 4 CORNER TRIM _- \SMT MT GSMj - / d - _ 5/4 X 4 WINDOW TRIM FlBER CEMENT HORIZONTAL m -- - -- - - - - -FIBER CEMENT HORIZONTAL 9680 (TYP.) LAP SIDING W/ S" REVEAL -- - -- --- _ _ LAP SIDING W/ S° REVEAL 5/4 X 10 BELLYBAND TOP OF SUBFL- - -- _- -- - -- - - - - - - - - -- - - Lu U _ - - _ _- _ - - _ - - TOP OF SUB- - Z - - Ui NO GUARDRAIL NEEDED AT W PORCH IF TOP OF PORCH TO } GRADE KEPT UNDER 2=5" J E GRADE SUGGESTED w J Z N LLI W SOUTH ELEVATION a V SCAL- 1/4" = 1'-0" _ h. W J Q — _ a_ r " w W w .. z �- o o f Yln1 k rP Z Q z Fv W o a 3 o LLI U) HIGH PT. OF ROOF _-.. .. ' . Z LU V a- 2 it _:---- - _ w .. — — --- - - - -- -.. . w Q O w W wz c TOP OF PLATE TYP. - - - - - - - - - - - - -- '" PROPERTY LNE E15— — — _" __. _. —_ — -- __ - _ _ - ___ HOG WIRE RAILNG 0 LINE OF DRIVEWAY -. _ - (TYP.) \\\ --- --- - - - - -- - -- - - --- —_ - - _ -- - - --- _- - - -- --- - - - - -- TOP OF SUBFLOOR - - - - - ♦^ � O - - - - - _ __ - - _ - - TOP OF PLATE - - - - -- - - - - co- �7 -4- - r-��\ - - - L_-L - \ ---- - - _ -_ FIBER GE`IENT HORIZONTAL � LINE OF RE-GRADE \\ -- - -- --. -_ LAP SIDING W/ S" REVEAL ��\ 0 OZ LINE OF NATURAL GRADE N W W o AVERAGE GRADE d HOUSE: 9.2' EXACT FOOTING SIZES NOT NECESSARILY rT �+ Lu J O- - - - - - - - - - - - - - G-TE- - - - - - - -D€PID�. OR€X,4G�FOOTHJA SIZES REFER-- --- -- -- - L---� - ��- - - - - _ -I TOP OF SLAB a W TO ENGINEERING TABLE ON PAGE 93 (TYP.) ---`5/4X4 1 i 1------- - - - - - - - - - - -- - - �— I 5/4 X 10 BELLYBAND L--J ---- DRAWN BY JAD - --_ SCALE 1/4" = I'-0" UNo JD JOB# 1137NC17-DEMM - - DATE 11/21/2017 REVISIONS EAST ELEVATION ------_ 12/31/2017 SIMPLIFIED OVERALL, REMOVED SCALE: 1/4" = 1'-0" CLERESTORY & FIXED GRADING 01/25/2018 FLIPPED PLAN A9 SHEET 9 OF 14 jd design COMPOSITE ROOF SHINGLES JIM DUNLAP HIGH PT. OF ROOF (360) 982-0535 12 — — — --- - -- — — — — — — — — — — — — — JIM@JDDESIGNDRAFTING.COM +�`-- 5/4" X 6 FASCIA W/ CONT. METAL GUTTER TYP. TOP OF PLATE i + .�a - 1 r`� r r {T-" _ — — — — — — — — — — TOP OF PLATE - - -- - - - - - - - � T TOP OF WINDOWS % -- -- - - - CONT. 5/4" X 12 BELLYBAND TYP. ------ /2946 2946 2946\ \ -_-- 3366 SH 3366 SH 3366 SH 3366 SH 3366 SH 3366 SH 3 TALL GUARDRAIL -.- - \CSMT PIG CSMT/ -- HOG WIRE RAILING - ` 3050 - -- - ------ -_-- FIBER CEMENT HORIZONTAL i OPEN GUARDRAILS SHALL HAVE \ / " °P INTERMEDIATE RAILS SUCH THAT LAP SIDING W/ 6" REVEAL-_-- _ _ A 4" DIA. SPHERE CANNOT PASS THROUGH AT ANY POINT r TOP OF SUBFLOOR - --- -- — -- / __ TOP OF SU5FLOoR - - - - - - -- - -- -- - - - TOP OF PLATE TOP OF WINDOWS - -_ -- 5/4 X 4 CORNER - - - LU BEAM HUNG USING - \\ - ___ /4e016 AWN\ ----- / --- / \ -- Z HUCQ HANGERS / \ // - // \\ o 2956 2956 _ _- -_ - _ /3056 \ -_ 3356 3356 w CSMT 2 PIC CSMT/ _. -.,_ \CSMT \\ \ CSMT 335 PIC CSMT / •� SEE KNEE BRACE - DETAIL 'K' ON S4 --- -- w TOP OF SLAB - _ _ _ AVERAGE GRADE P - - 9.2_ Z W-- - -- - w OPEN GUARDRAILS, INCLUDING DECK BEAM HUNG USING STAIRS, SHALL HAVE INTERMEDIATE Q� U RAILS SUCH THAT A 4" DIA. SPHERE HUCQ HANGE 3 TALL GUARDRAIL 5/4 X 10 BELLYBANDCANNOT PASS THROUGH AT ANY HOG WIRE RAILING = Z POINT RS W Q Q0 0 0 NORTH ELEVATION z W w o w SCALE: 1/4" = 1'-0" w o U) z Z � o z N u D � O W � Z _ _ Q) Q o w C w ELLu Z L v w W Q0W u Q X HIGH PT. OF ROOF --- __.._.J'I _ z - - HIGH PT. ROOF � cn Q a 12 COMPOSITE ROOF SHINGLES - - r r it + -~ - 3.5 ITY � F TOP OF PLATE TOP OF WINDOWS _ -- i5020 AWN. __ -_-- PROPERTY / \ \ PROPER -. _. - \ _- -- __.- _- - LINE 2646 - -- --- - 2646 2646 - -- ---- CONT. METAL GUTTER 5 4 X 6 FASCIA W CSMT - -.- - PIC PIC R T - m _ a FIBER CEMENT HORIZONTAL _-- ---- - -- - -- - -_- - LAP SIDING W/ 6 REVEAL 0 FIBER CEMENT HORIZONTAL LAP SIDING W/ 6" REVEAL Z N TOP OF SUBFLCORMAIN FLOOR: ELEv. 2e _ - - - - __ - --- - - - - - - -- - -- - - - - - -- - - - - - - - __ -- -- -- --_ - - - - - - - f TOP OF PLATE _ ---- - -- _ - - - _ - i/ - - - - -- - - _ - OL LY q -- - - uiEXACT FOOTING SIZES NOT NECESSARILY Q DEPICTED. FOR EXACT FOOTING SIZES REFER - -.---- J,L TO ENGINEERING TABLE ON PAGE 53 (TYP.) L 1- AVERAGE GRADE P HOUSE 9.2' DRAWN BY JAD TOP OF SLAB - -- _ __ ______� ��---- r- - - - - -- - - - - _____ ---__ — =--- SCALE 1/4" - I'-0" UNo I r1-L JD JOB# 1137NC17-DEMM J DATE 11/21/2017 _ LINE OF NATURAL GRADE PROPERTY __ REVISIONS LINE I - _--- LINE OF RE-GRADE 12/31/2017 SIMPLIFIED OVERALL, REMOVED �r CLERESTORY & FIXED rL-I-Tr�L� GRADING WESTELEVATION 01/23/2018 FLIPPED PLAN I SCALE: 1/4" = I'-0" I Al 0 SHEET 10 OF 14 1 6 �t°:w BRq�l� c oo� 37964 94 r� 4e t0x,�I i Af d+ B •oosr 1,-G•, 4X 0 DF CO T. xi F C�NT. NG Z (9 (w.7 OVER NGS o Z Q Q Q a HUCQ HANGER I I o z z z ' ti INSERT DOUBLE STUD I MULLIO y'A fe+ems coZ w w w 0ILL. Sr O O 0 0 04 O M (_n X d' 24"MIN. 24"MAX. O J NWN W O 00 ROOF SHEATHING 2X4 LOCKING GIRDER GIRD G (V ed NAILS @ 6"O.C. 2X6 OUTLOOKERS @ 3.25:12 slope I 3.25:12 slope (4)12d NAILS NOT H TRUSS FOR OUTLOOKER 24"O.C.LAID FLAT 4 — — (2)12tl NAILS 4X1 DF#2 CON I. 4 10 D #2 C NT. p BARGE RAFTER � `2Js J � Z BN TG� _O (2)12d NAILS 2X BLOCKING ti s � CN M END NAIL 8d @ 6"O.C. I per Jam` > 2X4 BRACING TRUSS TRUSS GABLE WALL .VC�'J�` I j N fV (4)12d NAILS EN TRUSS I } (n (2)12d NAILS SIMPSON H1 @ X ¢ >- } m } END NAIL Btl @ 8"O.C. o EACH TRUSS wl " 00 2X4 BLOCKING TOP OF FULL /Oft / LLI r N W Q [ 9 LENGTH SHEATHING L CO W 9 W II 2X8 STUD WALL co SIMPSON A23 @ 32"O.C.(ONLY REQUIRED / r W m Z m m LU IF SHEATHING IS NOT CONTINUOUS AT Y Q Y a Q Q WALL.TO GABLE TRUSS JOINT.) EN = EDGE NAILING, 8d NAILS @ 6"O.C. BN =BOUNDARY NAILING, 8d nails @ 12"O.C. N w RIDGE w r w Q GABLE END FRAMING DETAIL TYPICAL WALL TO ROOF CONNECTION ? i - - - - - - — RIDGE — - - � — - - 25:12 slope SCALE: 3/4" = 1'-0" c" X .25: 2 slope 0 L GIRDER sToos // / � � LLO OUTLOOKER PER GABLE END �2 ROOF FRAMING DETAILLL 2 Lb X/ 1„ / Em10 D #2 7 I '� 4 0 DF 2 r w +1 to o W 4X1 DF#2 h TYR "20 OVERHANGS o C� / FJ 3.25:12 slope I 3.25:12 slope (Y U 1-7 0 6X6 PT POST OUTLOOKER PER GABLE END Iti �1 W w 4X4 PT POST ROOF FRAMING DETAIL ry w W peen SIMPSONCBSQ66-SDS2 O.C. N ~ '" OR ABU66 POST BASE / w W W SIMPSON ABU44 POST Ilk / \ Z) N BASE OPTIONAL / OPTIONAL DECORATIVE BEVEL GIRDER 12"SONO-TUBE DECORATIVE BEVEL 7 7 I� C~ p Q 10"SONO-TUBE SQUARE OR ROUND ^ U Cp SQUARE OR ROUND g J q .r Do W Uri N (y > (4)#4 VERTICAL (4)#4 VERTICAL uJ T: .a HOOKS w LU HOOKS DO DO 0 a Z Of (4)#4 REBAR �( Z g (D EACH WAY 4X 0D 2 4 10DGo 2 101, ' 101, �C a C s I INSTALL 18"LONG " DIA. GALV. THREADED ROD 2 ��s (4)#4 REBAR 2'X2' FOOTING THROUGH THE CENTER OF THE FOOTING AND EACH WAY THROUGH THE CENTER OF THE PIPE Z X SONO-TUBE DETAIL Z SONO-TUBE DETAIL w o CD SCALE. 3/4 — 1 -0 SCALE: 3/4 = 1 -0 ENGINEERING IS BASED ON THE CD F- z w w Z MAIN FRAMING PLAN ARCHITECTURAL ROOF PROFILE. TRUSS z � _ COMPANY TO ENGINEER FINAL TRUSS w Q LAYOUT BASED ON ARCHITECTURAL PLANS.UNLESS OTHERWISE NOTED HEADERS TO BE 4X10 0 0 0 > SCALE: 1/4" = 1 ' - 011 Q w N W ROOF FRAMING LEGEND Z W U 5 BEAM/HEADER n 5 00 00 o �/ 2 LINE OF WALLS BENEATH LL G T— LINE OF ROOF Q M Q —————— HIDDEN LINE OF ROOF ® post S 1 of 5 C77 SHEAR WALL TABLE 1 SHEATHING ON EDGE NAILING / MIN. THICKNESS C. eR PANEL EDGES BLOCKED CONNECTION AT OF EDGE LATERAL RESISTANCE (PLF P�1o�`y; WALL ONE OR BOTH NAIL SIZE FIELD NAILING LOAD TRANSFER `W SHEATHING SIDES OF WALL OR UNBLOCKED DISTANCE (MAX) SILL/SOLE PL. MEMBERS & SILL � 3 PLATE , WIND SEISMIC SW4 �/16, OSB OR 1%2 ONE BLOCKED 8d 3" / 12" O.C. YES (3) 16d PER 16" 2X (NOMINAL) 685 490 PLY 1 SW-P �crsi,�ea� �6" OSB OR /2'. ONE UNBLOCKED 8d 6" / 12" O.C. NO 8d @ 6" O.C. 2X (NOMINAL) 300 240 oxwi �o SWO �6" OSB OR /32' ONE BLOCKED 8d 3" / 12" O.C. YES (3) 16d PER 16" 2X (NOMINAL) 685 490 cn w w PLY 105 z Q Q 1Q PLY = CDX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. MST48 STRAP TlE. MST48 STRAP TIE 0 ¢ U U® NAILS SHALL BE COMMON OR GALVANIZED BOX, UNLESS NOTED OTHERWISE. PER DETAIL ON S2 PER DETAIL ON TIE z z Q3 FOR WALLS DESIGNED TO HAVE LOADS TRANSFERED AROUND THE WINDOW OPENINGS, DOUBLE STUDS MUST BE PLACED ON EITHER SIDE OF EACH WINDOW w z 0 WITH EDGE NAILING ALONG BOTH STUDS. w IY Z 9 SWL TO BE CONSTRUCTED SIMILAR TO A CONVENTIONAL LATERAL RESTRAINT PANEL (LRP) WHEREBY THE HEADER IS EXTENDED TO THE OUTSIDE CORNERS. z O LU W ® NO HOLD-DOWNS ARE REQUIRED FOR THIS SHEARWALL U) NOTES: ® ® N Q w N AS AN ALTERNATIVE TO THE SSTB20 HOLD-DOWN ANCHOR BOLTS, USE $' ALL-THREAD/THREADED ROD A-307 WITH A MINIMUM EMBED oCID OF 10". USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH "SET" HIGH STRENGTH EPDXY. CONCRETE MUST BE AT LEAST 7 DAYS OLD. (2) UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SW-P (PRESCRIPTIVE WALL). (3) ALL CONNECTIONS NOT SHOWN ABOVE, SHALL CONFORM TO IBC TABLE 2304.9.1. MST48 STRAP TIE O ® PER DETAIL ON S2 � N c� Use every other nail hole in a row to provide the w code-required minimum END `SW4 `SW4 W N } In center-to-center spacing for nails LENGTH ® ® ® ® } m } } LLJ m _J LU _J lb J HDU2 INTO DOUBLE STUDS USING - SW4 N 0 0 Df W 0 � 40 - X 3"LONG SIMPSON SDS SCRE S C ♦J LU X Q LL II CLEAR Q m co m Q �t SPAN g"DIA.THREADED ROD,CONTINUOUS, Y 0 Q [Y 0- Ur OR USE SIMPSON CNW;j COUPLER NUT 0 0 W Q fn AS AN EXTENSION a I GRADE Q? END EXOXY THREADED ROD INTO • LENGTH STEMWALL,5"MINIMUM EMBED.DEPTH a Equal number of EXISTING POURED nails in each end FOUNDATION 1 d ed a �` MST48 FLOOR-TO FLOOR STRAP TIE (STRAP TO BE INSTALLED DIRECTLY ON TOP OF SHEATHING) n HOLD-DOWN DETAIL NOTE: IF SHEATHING COMPLETELY OVER-LAPS RIM JOIST AREA THEN v MST48'S ARE NOT REQUIRED. V 6 ti W ® c� ® ® 00ko w W W W W LO ~ N a u I N W UNLESS OTHERWISE NOTED WALL SHEATHING IS PERSCRIPTIVE NO SPECIAL UNLESS OTHERWISE NOTED WALL SHEAR WALLS OR HOLD DOWNS SHEATHING IS PERSCRIPTIVE NO SPECIAL REQUIRED. SEE SWP IN SHEAR WALL SHEAR WALLS OR HOLD DOWNS TABLE 1. REQUIRED. SEE SWP IN SHEAR WALL TABLE 1. SW4 SW4 LL 0 w h HDU2 z LLI LL1 z HDU2 HOLD-DOWN HOLD-DOWN Q Z 0 CO_ LOWER FLOOR SHEAR WALLS o SCALE: 1/4" = 1 ' - 01' MAIN FLOOR SHEAR WALLS < W N CO W SCALE: 1/4" = 1 ' - 0" Z co I— U O O 00 W LO Z cn ® co Q S2of5 w BR��C o� E' 37964 a � 2X6 STUD WALL ONAL� i SOLID BLOCKING REQUIRED BETWEEN FIRST THREE JOIST BAYS A35 ANGLES REQUIRED TO CONNECT BLOCKING TO SILL PLATE SEE NOTES BELOW, Z U' (7 FLOOR JOISTS PER PLAN U) Q Z Z J RIM JOIST #4 REBAR WITHIN Q 2 2 TOP 6" OF WALL J U U i j "x 10°A.B. @ z'-o°O.C. H V-BARS H-BARS T-BARS Q EMBED MIN 7" IN CONC. Z Z 0' - 4' #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. HORIZONTALS w z O C� z C7 Z O Lu o 4' - 6' #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. H ' ' Q VERTICALS 2X4 FURRING W/2"AIR SPACE All WHER BASEMENT IS FINISHED. R-21 INSULATION W/#" GWB COVER. (2)#4 CONT. \/ / W W 0 ,:ti '� ' ":'.::.' H � (FURRING WALL OPTION REBAR AL) C • V-BARS GENERAL NOTES: 0' - 4' 8" 8" 4" 20" (2)#4 CONT. 1) FINAL GRADE: LEVEL z HORIZONTALS IN FTG. Z OR SLOBING DOWN. T-BARS 4' - 6' 1011 8" 6" 24" O 2) 100 PSF SURCHARGE IS U) CV co 3)A 4"CONCRETE SLAB HEIGHT'H' IN VERTICAL HORIZONTAL W IS REQUIRED AT FTG. FEET REINFORCING REINFORCING > 4) REBAR LAP (L-BARS): (2)#4 CONT. REBAR MIN. 16" FOR#4 BARS NONE IF MONOLITHIC Q� (1) W N N Q H MIN. 20" FOR#5 BARS \/\/GRADE\/\/ #4 @ 4'O C& m 0'-2' WITHIN 6" OF 18"ABOVE FTG TOP OF WALL r } W W m W \ \ \ \ 2'-4' #4 @ 24" O.C. #4 @ 24" O.C. N W W L-BARS 4'-6' #4 @ 12" O.C. #4 @ 12"O.C. Q coZ Y a o U 4" DIA. PERF TIGHT LINE T-BARS ©FOOTING FOR 4' - 6' FOUNDATION TO BE 24" REBAR LAP=48*BAR WIDE X 8"THICK AND STEM WALL TO BE 8"WIDE. uJ Q DIAMETER T-BARS V-BARS FOUNDATION REINFORCING 4"CONC. SLAB W/6X6X10/10 H-BARS u `2 WWM OVER 6 MIL V.B.AND fl 4" COMPACTED FILL V-BARS 4" DIA. PERF (TENSION TO BE SET ON BACK • DRAIN PIPE SET (TENSION SIDE OF WALL)2" IN GRAVEL MIN. CONCRETE COVER `I /L-BARS, SPACING v/ SAMEASV-BARS A g C REBAR LAP =48*BAR DIAMETER D , RESTRAINT NOTE: H BARS • 4" DIA. PERF 1.)SOLID BLOCKING @ 4'-0"O.C. W/10D NAILS @ 4"O.C. FOR 3 JOIST BAYS, DRAIN PIPE SET ^ \ IN GRAVEL Y.q 2.) USE A35 ANGLE PLUS (2) 1.5" LONG SS SCREWS TO CONNECT BLOCKING TO DEPTH VARIES, MIN. SILL PLATE. (TYP.) \ \ 6" BELOW GRADE V BASEMENT WALL SCHEDULE O ///// / • / //// /\/// Jd. H A B C D V-BARS L-BARS H-BARS T-BARS U 8' 11" 8" 11" 30" #4 @ 12"O.C. #4 @ 12" O.C. #4 @ 15"O.C. #4 @ 15"O.C. 6„\ 9' 14" 8" 1'-2" 36" #4 @ 10"O.C. #4 @ 10"O.C. #4 @ 15"O.C. #4 @ 15"O.C. Z r�i1 O 10' 17" 8" 17" 42" #4 @ 10"O.C. #4 @ 10" O.C. #4 @ 15"O.C. #4 @ 15"O.C. A B C ~ 18"A IS I ti 11' 18" 10" 18" 46" #5 @ 10"O.C. #5 @ 10"O.C. #4 @ 12"O.C. #4 @ 12"O.C. D (3)#4 CONT. REBAR 12' 20" 10" 20' 50" #5 @ 10"O.C. #5 @ 10"O.C. #4 @ 12"O.C. #4 @ 12"O.C. NOTES: ® W ~ O 1. CONCRETE F'C> 2,500 PSI 13' 20" 12" 22" 54" #5 @ 8"O.C. #5 @ 8"O.C. #4 @ 12"O.C. #4 @ 12"O.C. 2.VIBRATE ALL CONCRETE � 3. REINF STEEL: GR. 60 FOR#5 AND LARGER. GR. 40 FOR#4 1 V 1 / BELOW GRADE BEAM w � w w 4. CONTROL JOINTS TO BE INSTALLED @ 25'O.C. MAX JOINT U 0. C3) Lo W DEPTH TO BE 25% OF WALL THICKNESS. W N N ko H BASEMENT FOUNDATION DETAIL J TYPICAL RETAINING WALL w w q A W UP w TO HDU2 OSB 2X6 STUD WALL t 16'CD/OSB RIM JOIST FLOOR JOIST PER PLAN 18" CLEAR JOIST TO EARTH 12" OKAY TO USE SIMPSON CNW-5/8" 2X6 STUDS @ 16"O.C. 8" DIA.X 10 ANCHOR CLEAR BEAM TO EARTH BOLTS @ NTQ.C. 7" MIN. COUPLER TO EXTEND ROD. EMBEDMENT INTO CONC. #4 CONT.AT TOP #4 CONT.AT TOP o OF STEM WALL OF STEM WALL 0 4"CONC. SLAB $' GALVANIZED THREADED s" IN. � ROD MIN 18" EMBEDMENT DEPTH INTO STEM WALL. / s" IN.N_ 2X6 P.T. MUD SILL Z .e \\ e DIA. X 10 ANCHOR BOLTS @ 48" o •® VERTICAL BARS / 4" DIA. \\�/�/ O.C. 7"MIN. EMBEDMENT INTO CONC. 0 SEE REBAR TABLE TIGHT LINE z iz j// VERTICAL BARS SEE REBAR TABLE F- � ' HORIZONTAL BARS \��\ HORIZONTAL BARS SEE REBAR TABLE LLJ (2) 3" WASHER AND NUT ON SEE REBAR TABLE \ ��/ Z W W Z ,. v BOTTOM OF THREADED ROD. � > UZ � U)AS SHOWN. 4" DIA. TIGHT LINE Q W 0 4" DIA. PERF DRAIN� 4" 8" 4" (2)#4 CONT. REBAR z av G PIPE SET IN GRAVEL 0 > (2)#4 CONT. 16 D J C s ® REBAR 4" 8" 4" DIA. PERF LLI N I]fLLI 16" DRAIN PIPE SET IN GRAVEL 5 „ B FOUNDATION DETAIL zo w (� /$ ROD ALTERNATIVE TO SSTB20 A FOUNDATION DETAIL SCALE: 3/4 — 1 -0 0 2 o SCALE: 3/4" = 1'-0" D 2 co 4 ~ 0 M Q DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE U) S3 .of 5 f? p 379U oNA&L� z0 zQ O Z Z W Z-U, U1 z O w o 2X6 STUDS @ 16"O.C. 2X6 STUDS @ 16"O.C. FLASHING REQUIRED 4'X 4"SIMPSON SDS FLASHING REQUIRED _ r SCREW @ 16"O.C. X 4 SIMPSON SDS DECK JOIST PER PLAN ^ @ GALVANIZED LUS210-2 HANGER FOR DBL JOISTS00 cc) SCREW 16"O.C. UJ Lu N \ 1 1 DECK JOIST PER PLAN (— FLOOR JOISTS PER PLAN ll� Q M 00 N ' O T T Z O UN CM FLOOR JOISTS PER PLAN GALVANIZED LUS HANGER SIMPSON DTT2Z W/8" DIA. W THREADED ROD, QTY. (1) DTT2 FASTEN 2X PT LEDG R WITH (3) > 2X BLOCKING ADDED FASTEN 2X PT LEDGER WITH (3) PAIRING AT EACH END OF DECK ROWS OF 4'X 4"SIMPSON SDS FOR THICKNESS ROWS OF 4"X 4" SIMPSON SIDS SCREWS (OR EQUIVALENT)@ 16"O.C. W 2X BLOCKING ADDED W CV } SCREWS (OR EQUIVALENT)@ 16"O.C. FOR THICKNESS 3X10 P.T. FASTENED TO EVERY JOIST 00 >- WITH (2)ROWS OF 4'X6"SIMPSON SDS ^ I j 0 I j CO W SCREWS r M .J W J p J CD S DECK LEDGER DETAIL � L DECK LEDGER DETAIL w (n w CO > C w � � °° z CO°° � CO w er oY ZY a ® U � NOTE: FOR REGION WITH HOT TUB o 0 w ¢ cn Z Q' Z �v 6X12 P.T. BEAM HUNG USING HUCO HANGER v' 2 � � U o � Cdi C9 wc 450 lea w W � ; ti w � 3-1/2' LONG MIN q q W 6x6 P.T. �( q 6X6 P.T. POST (2) 1/2"' GALV. LAG SCREWS, U) q 00 cl� 2.5" MIN EMBED, w q PILOT HOLE REQ'D DECORATIVE WOOD PLUG OPTIONAL z O Z CD W w z U i z � w � Q n KNEE BRACE DETAIL ® o Q w N u) elf 0� r w z U o v U) M S4of5 GENERAL STRUCTURAL REQUIREMENTS - 2015 IRC WOOD FRAMING ROOFS ��o wB�q�� Default Wood Types: Unless noted otherwise, the material for a structural member is as shown: Unless stick framing is specified on structural drawings, wood trusses are to be engineered by Posts .......................................................... Douglas Fir#2 D.F.2 a truss manufacturer (MFG'R). �,T -. REFERENCE CODES & STANDARDS FOUNDATION g ( ) Trusses to be checked b truss MFG'R and contractor before installation. ' , - Beams ........................................................ 4X10 Douglas Fir#2 unless noted otherwise Y International Residential Code, IRC 2015 Allowable Soil Bearing Pressure = 1,500 psf Truss MFG'R to be responsible for placement of girder trusses. Y Sawn Joists ................................................ Douglas Fir #2 (D.F.2) P P 9 `•�� Washington State Building Code Frost Zone Depth = 18 inches i0 37964 P Studs, Sills, & Plates .................................. Hem/Fir H.F. or Douglas Fir D.F. Install triple studs (min.) directly below all girder trusses • National Design Specification for Wood Construction, NDS 2015 ( ) g ( ) Wood Frame Construction Manual, AWC 2015 Rim Joists (2x Joist) Same as floor joist material Contractor to install all lateral bracing in roof as specified by MFG'R. / ONKL Code: Cast-in-place concrete materials, placing, and testing shall conform to IBC chapter 19 and """""'°"""""""""""' • Building Code Requirements for Structural Concrete, ACI 318-11, Blocking ... . .. ..................... Hem/Fir H.F. or floor material Perimeter and bearing wall headers to be 4x10 or 6x8 D.F.2 U.N.O. 9 q ACI 318-11. ........................ . . ( ) 1 Minimum Design Loads for Buildings And Other Structures, ASCE 7-10 Exposed Structural Members ..................... Pressure Treated (P.T.) or Cedar All overhangs to be as noted on plans (18" U.N.O.) Steel Construction Manual, AISC 2015 Geotechnical Report: Bradley Engineering strongly recommends that a geotechnical report be performed b a qualified eotechnical engineer for all land based construction projects. If this Glued-Laminated d use 24F-V4 GLB Roof slope to be as noted on plans. Minimum slope is 4" per 1' for drainage. P Y q 9 9 P 1 (dry-use) ......................... (GLB) U) w w DESIGN CRITERIA information is not supplied to Bradley Engineering, footings are designed for 1,500 psf allowable Glued-Laminated (wet-use) ........... ....... .... Rosboro Treated 'X-Beam' Over-frame with 2x6 @ 16" O.C. z O 0 soil bearing pressure. Moisture Content: The max moisture content shall be 19% at the time of installation of Roof ventilation with ridge vent and vented soffit per IBC Table 12.03.2 z a Earthwork: Locate and protect underground or concealed conduit, plumbing, and other utilities connectors, nails, and bolts for framing members. Attic access shall be provided for attics with an area greater than 30 sq. ft and height greater co Q U U DESIGN CRITERIA where new work is performed. Footings shall bear on undisturbed native soils and/or clean fill Pressure Treated Lumber: All members in contact with earth/concrete or exposed to the elements w than 30". The minimum opening size is 22"X30". z_ Z Z compacted in lifts of one foot or less to 95% of a modified proctor per ASTM D1557. Soils shall be shall be pressure treated (P.T.). Colorless end sealer shall be applied immediately to the ends of iY O F DESIGN PARAMETER VALUE SOURCE w w J firm and unyielding. All organic and deleterious material beneath the footings, foundations, and members after fabrication and field trimming. Pressure treatment is not required for members FRAMING CONNECTORS O O ❑ ❑ Seismic Design Category 'D1' IBC 1613 slabs to be removed and replaced with 4" min. crushed rock compacted to 95% relative protected by a roof or overhang (12" minimum overhang required). Cedar may be used in lieu of 111 Risk Category ll' IBC Table 1604.5 compaction. For sub-grade below slabs, 92% relative compaction is acceptable. typical pressure treated lumber. Manufacturer: Simpson Strong-Tie construction connectors are specified, however, any nationally - Wind Exposure Category 'B' IBC 1609.4.3 recognized brand (Silver, KC, etc) may be used provided that they are equivalent in their ability to Surface Drainage: Finished grades are to be at least 6" below wood siding. Lots shall be graded to Rosboro Treated 'X-Beam' shall be used for all applications requiring P.T. glulam beams. 00 carry all applied loads in all orientations. W w - OD 00 Q Basic Wind Speed (3-second gust) 110 MPH IBC Figure 1609.3(1) 1 1 J drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within More info: http://www.rosboro.com Installation: All r 10 -10 - '(0 I I Design Wind Load 16.00 PSF ASCE 7-10 28.6-1 prefabricated items shall be installed in strict accordance with the manufacturer's Q 9 the first 10 feet. If 6 inches of fall is not possible, impervious surfaces shall be sloped a minimum Blocking: Provide 2X or engineered lumber full depth solid blocking between joists and rafters at recommendations and requirements (locations, exposure, end and edge distances, fasteners, etc.). ❑ VERTICAL LOAD LIVE LOAD DEAD LOAD of 2 percent away from the building. beam and bearing wall locations. Trusses, structural composite lumber, glued-laminated J Roofs 20 psf 15 psf members, and I-joists shall be supported lateral) as required b the manufacturers Simpson Connectors: Unless noted otherwise, the following Simpson Strong-Tie construction Footings: All footings shall conform to accompanying structural details. Specified footing J PP Y q Y z Q Floors 40 psf 12 psf recommendations. connectors shall be used: O dimensions are minimums unless noted otherwise. Bottom of footings to be below frost zone (18") Decks & Balconies 60 psf 10 psf Bearing: Use a minimum 2-1/2" bearing length for wood framing members unless noted Post Caps: CBTZ, PCZ/EPCZ, BC/BCS N M Ground Snow Load 25 psf Footing Drains: Footing drains shall be provided at the base of all footings and retaining walls W W Exterior Wall - 12 psf which will have earth placed against them. Washed drain rock must extend to within one foot of otherwise. Use enough studs to match or exceed beam width unless noted otherwise. Post Bases: CPTZ, PB/PBS, ABA/ABU/ABW > finished grade. Footing drains shall be 4" perforated pipe routed down gradient to daylight, unless Glued Laminated Members: Glulam beams (GLB) shall conform to the following standards unless Joist Hangers: LUC/LU/U/HU/HUG, HUTF/HUSTF (top-flange) w Interior Wall 10 psf noted Otherwise: LU N N ❑ otherwise specified. Beam Hangers: HU/HUC/HUCQ/HGUS, LEG/MEG/EG (top-flange) Interior Partition 8 psf Lumber ............................................... Douglas Fir-Larch combination, 24F-V4 Rafter Hangers: LSU/LSSU, LRUZ m Concrete: Mix and 28 day strength unless noted otherwise: g > } Notes: Laminations ........................................ 2 Nominal >- w ❑ w m w 1. Vertical loads come from 2015 IRC Table R301.5, Minimum Uniformly Distributed Basement walls, interior slabs, and foundations not exposed to weather ............. 2,500 psi Truss and Rafter Connection: H1, H2.5A, or SDWC15600 at each heel to double plate m o W o ® o Conditions of Use ............................... Dry-Use Shearwall Holdowns: HDU/DTT with SSTB/PAB. STHD14 or STHD14RJ strap-type ❑ uJ UU Live Loads Garage slabs, porches, steps, and foundations exposed to weather .................... 3,000 psi m LU LU > II Adhesives ........................................... APA approved moisture-resistant hold-downs may be used in lieu of aforementioned holdowns. I I- m Z m O In w Reinforced Concrete: Place all reinforcing per plans, details, and applicable code requirements. w CO '� J -v Engineered Lumber: Engineered lumber offers certain structural advantages over conventional Floor-to-floor Strap-Ties: HDU2, MST48 h Q Y 0 Y iL p Q DEFLECTION LIMITS Lap all continuous bars 24 X diameter minimum. Reinforcing bars, bolts, anchors, etc shall be Q r � z 0 secure) tied in position prior to concrete placement. Reinforcing steel shall be free of rust and sawn lumber. All engineered lumber must be APA approved. Install per the aforementioned codes Deck Tension Ties: DTTZ ❑ ❑ w Q en STRUCTURAL MEMBER LIVE SNOW LIVE+DEAD y p P P g coatings which may inhibit bonding. and relevant manufacturers installation guides for each type: Fastener Requirements:The number and size of fasteners connecting wood members shall not be Roof (plaster ceiling) L/360 L/360 L/240 Wood I-Joists: Used extensively in floor and roof framing. less than that set forth in IBC Table 2304.9.1. Anchor Bolts: Provide z"x10" long wet-set or expansion anchor bolts @ 4' O.C. and within 6-12" of 49 Roof (non-plaster ceiling) L/240 L/240 L/180 1„ Laminated Veneer Lumber (LVL): Built upon site to reduce heavy lifting Staples: For roofs, floors and walls, the IRC permits 16 gage wire staples with a min 7/16" dia. corners with 3 x3 x4 square washers. 11> Parallel Strand Lumber PSL : Ideal for Ion sans and cantilevers crown (per Table R602.3 1 footnote b Roof (not supporting ceiling) L/180 L/180 L/120 ( ) 9 P (P ( ) ) Adhesive Anchors: Epoxy anchors in concrete shall be Simpson SET-XP or Hilti HIT-HY 200-R or Q' Floor Members L/360 - L/240 Laminated Strand Lumber (LSL): Strong and straight engineered lumber jV equivalent. Horizontal Deflection (any case) L/200 L/200 L/200 Concrete Pier Pads: Pre-cast concrete pier pads are an easily installed and low cost alternative to Walls Bearing on I-Joists: Unless otherwise noted, use double joists centered under wall or Farm Buildings - - L/180 Sono-tube foundations in certain low-load applications. Such pads may be substituted only if partitions parallel to floor joists. If perpendicular to joists, provide solid blocking under wall. Z g specifically called out in structural drawings. Wood Structural Panels: APA rated sheathing is required for all wood structural panels. Unless Greenhouses - - L/120 noted otherwise, the wood panel for each situation is: FASTENING SCHEDULE (IBC TABLE 2304.10.1 ) 2 Waterproofing: Waterproof basement walls and crawl space foundations below grade. BUILDING ELEMENT NUMBER AND TYPE OF FASTENER LOCATION Notes: Roof Sheathing: 1/2" CDX (recommended) or OSB with ply clips or T&G, 10d nails at 6"/12" 1 . The above minimum deflection limits are required by the 2015 IRC Table 1604.3. O.C., no blocking required. 1 Bridgist ng gtojrgirder 3-8dcommon(2-1/2"x0.113") toenail , CRAWL SPACE " 2 Bridging to joist 3-Sd common(2-1/2"x0.113") toe nail at each end These deflection limits are used unless noted otherwise. Prescriptive Exterior Wall Sheathing: 7/16 OSB or 15/32 CD ply, 8d nails at 6 /12 O.C., no � 2. Deflections limits are tightened in certain instances such as long spans (L/480) and Vapor Barrier: Cover entire crawl space with class I vapor retardant (eg 6 mil poly film). Extend 6" blocking required. 3 1"x6"subfloor or less to each joist 2-8d common(2-1/2"0.113") face nail sliding door headers (L/600). up foundation walls. Exterior Shear Wall Sheathing: per shear wall plans. 4 Wider than 1"x6"subfloor to each joist 3-8dcommon(2-1/2"x0.113") face nail 1 Access: Access shall be provided to all under-floors aces. Access openings throu h the floor " " 5 2"subfloor to joist or girder 2-16d common(3-1/2"x0.162") blind and face nail 1 P Pg Interior Wall Sheathing: 1/2" Drywall, 10d nails at 6 /12 O.C., no blocking required. v shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be not less Floor Sheathing: 3/4" CD or OSB, 10d nails at 6"/12" O.C., glued & nailed. 6 Sole plate to joist or blocking 16d(3-1/2"x0.162")at 16"O.C. face nail GENERAL REQUIREMENTS than 16 inches by 24 inches. Pane! Adhesive: Per APA Spec AFG-01 ...at braced wall panel 3-16d(3-1/2"xO.162")at 16"O.C. wall panel Codes: All materials and work shall adhere to the minimum requirements of the Reference Codes Foundation Ventilation: Provide a minimum of 1 square foot of crawl space ventilation per 150 7 Top plate to stud 2-16d common(3-1/2"4.162") end nail Y & Standards listed above. Contractor shall be responsible to comply with OSHA, State Labor, and 1„ Shear Walls: 3/8 thick (minimum) APA rated sheathing is required for all exterior walls. See 8 corrosion resistant mesh screen. Stud to sole plate 4-8d common(2-1/2"x0.131") toe nail IN square feet of crawl space area. Space vents evenly to provide cross ventilation. Cover with g Industry Standards. Contractor assumes full responsibility of construction methods used, safety shear wall plans and shear wall table for sheathing grade, thickness, and nail spacing. Stud to sole plate 2-16d common(3-1/2"0.162") end nail h provisions employed, and the finished condition of the structure. Stairs: The following elements are requirements for stair construction: 9 Double studs 16d(3-1/2"x0.162")at 24"O.C. face nail Ca Construction Personnel: Only competent personnel familiar with construction and safetyradices Use (3) 2X12 D.F.2 for stringers Double top plates 16d(3-1/2"x0.162")at 16"O.C. typical face nail p SLAB ON GRADE Stairways have a required minimum width of 10 Double top plates 8-16dcommon(3-1/2"x0.162") apsplice W o relevant to the project should be employed to assemble and construct the work. Y q CJ 6` Slabs on Grade: See foundation plan for concrete slab thickness, reinforcement, and finish Stairways shall have at least one handrail 34"-38" above the nosing of stair treads. Handrails 11 Blocking betweenjoists/rafterstotopplate 3-8d common(2-1/2"x0.113") toe nail � Construction Methods and Project Safety: The project drawings and specifications represent the requirements. finished structure and do not indicate methods, procedures, or sequence of construction. The may project 3-1/2" from the side of stairway 1z Rim joist to top plate 8d(2-1/2"x0.113")at 6"O.C. toe nail builder must take necessary precautions to maintain and insure the integrity of the structure during Garage Slabs: Unless noted otherwise, garage slab shall be 4" concrete slab with #3 rebar at 24" Maintain a minimum 6'-8" of headroom from stair nosing to nearest soffit 13 Top plates,laps and intersections 2-16d common(3-1/2"x0.162") face nail rzj W W O.C. each wit or 6x6x10 woven wire mesh, over 6 mil of vapor barrier over 4" compacted 1a Continuous header,two pieces 16d common(3-1/2"x0.162")at 16"O.C. along edge c~5 Il 0) to construction. Bradley Engineering, Inc. will not enforce safety measures or regulations, nor will the Y 1° poly P P Advanced Framing: Advanced framing is encouraged by B.E. as acost-effective and structurally 15 Ceiling joists to plate 3-8d common(2-1/2"x0.113") toenail ti owner or designer. Therefore, the contractor shall design, construct, and maintain all safety crushed rock. 12 thickened slab with (1) #4 continuous rebar required at garage opening. adequate alternative to conventional framing. Advanced Framingshall conform to the g 9 Y q g 16 Continuous header to stud 3-8d common(2-1/2"x0.113") toe nail W w l(0 devices and follow all pertinent regulations. Interior Slabs: Unless noted otherwise, interior slabs shall be 4" concrete slab with 6x6x o woven construction standards outlined in APA's Advanced Framing Construction Guide. 17 Ceiling joists, laps over partitions 3-16d common(3-1/2"x0.162") face nail _4 I W Temporary Support: The builder must provide adequate temporary support to all walls, roofs, wire mesh over 6 mil poly vapor barrier over 2" rigid insulation (where insulation is required) over Studs: For headers from 0-6' long, (2) studs are required (1 trimmer and 1 king stud). For spans 18 Ceiling joists to parallel rafters 3-16d common(3-1/2"x0.162") face nail �'+ to 14 beams, columns, and floors during construction Design of these supports are not included unless 4" compacted crushed rock. over 6', use (3) studs (2 trimmers and 1 king stud). Include additional trimmers as specified. 19 Rafter to plate 3-8d common(2-1/2"x0.113") toe nail ® q specifically shown. Contractor shall be responsible for the adequacy of all temporary support Reinforcing: Reinforcing bars or woven wire mesh shall be as noted on plans and shall be placed 20 1"diagonal brace to each stud and plate 2-8d common(2-1/2"x0.113^) face nail ^� V � o Q systems. 1-1/2" above the bottom of the slab. DECKS & BALCONIES 21 1"x8"sheathing to each bearing 3-8d common(2-1/2"x0.1 13") face nail q Specifications: All notes, call-outs, and details included within this design package are required 41 Drainage: Slabs that drain (garages, porches) shall be sloped " 1" per 1'. 22 Wider than 1"x8"sheathing to each hearing 3-8d common(2-1/2"x0.113") face nail (�(� 9 P 9 q (9 9 P ) P s a P Railings: Guardrail to be installed per IBC 2015 when height above grade exceeds 30". Guardrail 23 Built-up corner studs 16d common q w W 11� unless otherwise noted. Flatness: Floor slabs shall be level to within 4" in any ten foot length. Flatness shall be checked must be 42" high min. with max opening size so that a 4" sphere cannot pass through. Guardrails face nail at top and w Verification: Verify all dimensions, elevations, and site conditions before starting work. Notify the with a 10 foot straight edge within 24 hours of placement. shall be designed to withstand a 2001b point load applied in any direction and at any location on Built-up girder and beams god common(4"4.192")at 36"O.C. bottom,staggered on owner of any discrepancies. Concrete Topping: If specified on drawings, concrete topping may be installed over floor joists. the top rail and shall be designed to withstand a uniform load of 50 Ib/ft applied horizontally to the 24 opposite sides 2-20d common (4"x0.192") face nail at end and at Conflicts: Notes and details on the structural drawings take precedence over the general notes The concrete topping on a floor shall be installed per manufacturers specifications. The topping top rail. each splice and typical details. Written dimensions take precedence over scaled drawing dimensions. All notes shall not exceed 1-1/2" in thickness and shall be less that 18 psf. Attachment to House: Decks and balconies must be connected to the subject structure as shown 25 2"planks 16d common(3-1/2"0.162") at each bearing and details on the structural drawings take precedence over the architectural drawings. in pertinent structural details. A 1,500-lb deck tension tie is required at each end of the deck: 26 Collar tie to rafter 3-10d common(3"x°.148") face nail Errors: The contractor is responsible to check the plans and site conditions and to notify the y Glulam and Sawn Lumber Headers and Beams Typically, Simpson DTT2Z's are specified. Jack rafter to hip 3-10d common(3"x0.148") toe nail Z 27 LLI architect/designer/structural engineer of an errors or omissions prior to the start of construction. E 8x diameter of the Sawn Lumber and 2-16d common(3-1/2"0.162") face nail g Y P � L/8 largest hole(min) GLB hole Zone U8-{ 28 Roof rafter to 2X ridge beam 2-16d common(3-1/2'°x0.162") toe nail Changes: Written approval from the engineer of record is required for any structural changes to 4) �I 2-16d common(3-1/2"x0.162") face nail W the provided drawings. Changes may be made "in the field" with written consent of Bradley m D/a D/4 D/4 Min.distance from Table A Min.distance from Table A � 1y"hole may be 29 Joist to band joist 3-16d common(3-1/2"x0.162") face nail o (Acut in web out-side �, of hatched zone 30 Ledger strip 3-16d common (3-1/2"x0.162") face nail Engineering. 'a D D/2 0 Substitutions: Provide manufacturer's approved product evaluation reports and a list of all M D/4 y 31 Structural panels,siding,sheathing,etc Per shear wall plans W Z proposed substitutions to the owner for approval before installation. ua LL2 va FAT6„ O ! !� 0 6„ �` O L.Similar work: Where construction details are not shown or noted for any part of the project, the Hole Size: The hole diameter should not exceed 2" -� ABBREVIATIONS w 0 area shall be constructed in the same manner as similar work shown on the drawings. or 1/10 the beam depth, whichever is smaller. s" L, z x D, D, Closely grouped round L2 z x L2 Dz 6" 6" < W WN Z No field cut minimum holes are permitted if minimum No field cut Do not cut (E) Existing DBL Double MAX Maximum SPEC. Specification U LJ_, Modification of structural members: Cuts, notches, and holes bored in trusses. structural = holes in (applies to all holes the group perimeter holes ln holes larger (N) New EA. Each MFG Manufacturer STD Standard D composite lumber, glue-laminated members, or I-joists are prohibited except where permitted by , Engineered Lumber Headers and Beams W zones d except knockouts) meets requirements for hatched esed than IY2'in R Reuse/Remodel ELEV. Elevation MIN Minimum sTR'L structural ~ Z ~ LSL Hole Zone LVL and PSL 2x diameter of the round or square holes. ( ) U W U) Q the manufacturers recommendations. N J IL hole zone largest hole (min) O Table A - Minimum Hole Distance From Support A.B. Anchor Bolt EXT. Exterior N.A. Not Applicable T.O. Top Of Q Scope of Work: The scope of work of Bradley Engineering, Inc, is limited to the vertical and lateral J D/3 = rJl® ROUND HOLE SIZE SQUARE/RECTANGULAR HOLE SIZE ARCH'L Architectural FIND Foundation O.C. On Center TJI Thus Joist, I Series �/ z JOIST analysis of the subject structure. Bradley Engineering, Inc. takes no responsibility for items not D D/3 W DEPTH 2" 3" 4" 51, 6Y2" T• 83/e• 11" 2" 3" 4" s• 6Y" 7" 8%" 11" BLD'G Building FTG Footing Opp. Opposite TPL Triple F_ W N (� specifically addressed in the calculations, drawings, or call-outs. _ i^ J 210 P-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4•-0" 5'-0" W BLK'G Blocking GALV. Galvanized OSB Oriented Strand Board TYP. Typical F- D/3 m eh" 230 r-6" 2'-0" 2'-6" 3'-6" 6-6" r-0" 2'-0" T-0" 4'-6" 6-0" BM Beam GLB Glulam Beam PL. Plate UNF. Unfinished ,� Z (.n Completion of Work: Submittal of these structural drawings to the client completes the present 360 r-6" Z-0" T-0" 4'-0" 6'-0" 1'-6" Z-6" T-6" 5'-0" 5'-6" Q LU J Q BTM Bottom GA. Gauge PLY. Plywood U.N.O. Unless Noted Otherwise 0 scope of work and budget of Bradley Engineering, Inc. Other consultation, design, calculations, m D L/3 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-T 6•-0" 1'-0" 1•-6" 2.6" T-0" 5%0" 5'-6" 6'-6" /V L 11Ya' 230 1'-0" 1'-6" T-0" 2'-6" 3'-0•' T-6" 6'-6" 1'-0" 2%0" 2'-6" T-T 5%6" 5'-6" T-0" CUG Ceiling G.B. Gypsum Board P.T. Pressure Treated V.B. Vapor Barrier 'L'LI C > (, sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis. Q 360 1'-6" 2'-0" T-0" T-6" 4'-6" 5'-0" T-0" 1'-6" Z-6" T-6" 4'-6" 6'-6" 6'-6" T-6" W G Hole Size: The maximum round hole size for O 210 r-o^ '-o" 1'-0" r-W 2•-0" 2'-6" 3'-6" 6'-0" r-0^ r-o^ r-o^ z'-6" 4'-0" 4'-6^ 6'-6" a'-6" CLR Clear G.E. Gable End REINF. Reinforced VERT. Vertical Z 2 00 Q Ownership of design package: The calculations, sketches, and other intellectual information engineered lumber is 2" for beam depths of 13-20". J 1a" z3o r-o° 1'-0° r-o" 1'-6' 2'-6" Z-6" 4'-0" T-o" r'-o" r-0' T-o" T-0" 4'-0" s-0^ T-o' 9•-0•, CMU cone.Masonry Unit HORIZ. Horizontal REQ'D Required W/ With W �J J Z pertaining to the project shown herein are the sole property of Bradley Engineering, Inc. Bradley O General Notes J 36o r-0" r-0" r-6" Z-6" T-6•' 4•-0" R-6" 6'-0° r-o^ r-s^ r-s' a'-o^ s'-o" s'-s^ a'-o^ s'-s^ CONC. Concrete INSUL. Insulation S.F. Square Foot W/o Without (� C`) Q Engineering, Inc. will furnish copies of this information to others only with the express consent of • Allowed hole zone suitable for headers and beams with uniform loads only. Q • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut or notch joist flanges. P Y p J CONT. Continuous INT. Interior SGL Single WD Wood • Round holes only • For simple span(5'minimum),uniformly loaded joists used in residential application.one maximum size round the client. Q • No holes in cantilevers. hole may be located at the center of the joist span provided that no other holes occur in the joist. D.F. Douglas Fir SIM. Similar• DO NOT cut,notch,or drill holes in headers or beams except as indicated in illus4ations. S 5 of 5