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Home My WebLink AboutPermit File BLD-2020-0171 3921 Rock Ridge Parkway (4) 'CT H C� City of Anacortes Invoice/Permit#: BLD-2020-0171 904 6th Street Applied date: 03/25/2020 P.O.Box 547 ! siie date: 04171!2^2n r"" 0; Anacortes, '0,1A 98221-0547 - - ._ (360) 293-1901 Expire date: 10/18/2021 Job Address: 3921 ROCK RIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: NEW SFR Owner: RR SUMMITT NW LLC Contractor: STRANDBERG CONSTRUCTION Address: PO BOX 319 Address: PO BOX 319 ANACORTES WA 98221-0319 ANACORTES WA 98221-0319 Phone: Phone: (360) 293-7431 License#: General Information: Fees: Occupancy Group it-1 Additional Plan Check 50.00 Use Zone R-2 Plan Application Fee 200.00 #of Bedrooms 3 Building Permit Fee 3,955.75 Basement Square Footage 994 Plan Review Fee 2,571.24 New or Replaced Hard Surface 4916 Mechanical Permit Fees 136.60 Lot Area 7532 Plumbing Permit Fee 167.00 Lot Coverage 2982 State Building Code Fee Resi 6.50 1st Floor Square Footage 1899 Sewer Inspection Fee 51.08 Garage Square Footage 812 Storm Drain GFC-Residential 1,696.09 Deck Square Footage 322 Sewer GFC-Residential 9,140.86 Porch Square Footage 73 Park Impact Fee 615.00 Stove,Appliance 1 Traffic Impact Fee 2,765.69 Building Valuation 651600 Non Sprinklered SFR Fire Fee 100.48 # Forced Air Furnace<=100k 1 EMS Impact Fee 356.26 #of Tubs, bath 1 SFR/duplex: site plan/design 60.00 Stormwater Review 393.28 #of Clothes Dryers 1 #of Clothes Washers 1 Total Calculated: 22,265.83 #of Dishwashers 1 Deposits/Receipts: 22,215.83 #_of_Gas Outlets 2 #of Gas Fireplace 1 Total Due: 50.00 #of Gas Water Heaters<= 100k 1 #of Water Piping 3 #of Hose Bibs 5 #.of-Kitchen_Sinks ... .......... .... .__ ....... 1 ##rpp'Uf FILLS c.IU IJIn�iV�...-DLU�-&LUL2U-U 1! I -LULU #3 he�R tfvec�Rianical U/nits2a20 08:12AM 4 lF o a 1e 10 G CONSTRUCTION 1 #by-gRb -aw Single Family Residence Permit 1 ktirl i ft§vsim 50.0u 1 ffrawtit ition1 ttins 50.00 5 # IcIEWate89[01 ets(Toilets) 3 1 N rj PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT PLAN REVISION /ADDITIONAL INFORMATION COVER SHEET Mailing Address: P.O. Box 547, Anacortes, WA 98221 rt,I ram„ 0 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 299-1984, Fax: (360) 293-1938 Please use this form to submit revisions or additional information to your permit application. Permit/Project#: BLD-2020-0171 Date: 05-12-2020 Project Name: LOT 7, PLAT OF ROCK RIDGE SOUTH, PHASE 3 Project Address: 3921 ROCK RIDGE PARKWAY,Anacortes WA 98221 Project Contact: Jason Sterling Company Name: Strandberg Construction, Inc Contact Phone: 360-293-7431 Contact Email: jasons@strandbergconstruction.com Has the permit been issued yet? El Yes ❑ No All revisions must be either clouded or highlighted &wet stamped by an architect/engi z1 - 1 ill Has this been done? II Yes ❑ No j:i II 1; Is the plan revision or additional information,in response to a plan review letter? `. ; Y 1 2`� ,';(� 1 i AIIL Yes. A copy of the plan review letter with itemized responses to each item is required. L,�` '!tl (f EF tfifitA 1'( +, riF I• No, the revision or additional information is initiated by the applicant, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional information: The study and stair way have been swapped. The mech. has been moved further back in the garage. Master bath layout has changed a little. Are you submitting a full replacement i• Yes Q No If not,what page# or title is being replaced: Two full sized copies of all revised/additional information is required. Has this been done? Ill Yes ❑ No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan El Building Plans ❑ Structural Plan ❑ Landscape Plan 0 Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey (Boundary/Topographic) ❑ Mechanical Plan 0 Plumbing Plan 0 Other: 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Phone: (360)708-1865 ConsWilili g Engineer TimG@TimKGarrison.com kddetlldunri I ` Switch Stairs and Study and Other Minor. Changes. Structural Analysis: New Home at 3921 Rock Ridge Parkway, Anacortes, WA Client: Strandberg Design CCI Job Number: T20024 Building Design: Jason Sterling Date: May 8, 2020 . @gta 'r.�: F I 124020 —Thy'. .w' 5 yy �,�](y I � rrioryliwi Ws FILE COPY INDEX: Drawings/ Sketches/Details: SK1 —SK3,Rev 5/8/20 Standard Specifications: (per original calculations) Callouts: (per original calculations) Calculations. (not required—all is by inspection) Total No. of pages excluding cover sheet:. 3. Notes: Consultant only takes responsibility for structural items specifically addressed within this report set as follows: O This report is an addendum to our original report dated 3/16/20. All requirements, callouts, specifications, designs,etc. in our original report shall remain valid and in effect unless specifically superseded by item(s) in this report. O The scope of this Addendum is limited to: o Switch stairs and study. Revise walls, framing and foundations accordingly. o Revise ceiling and roof framing at entry. o Minor change to shower floor framing at master bath. o Move floor beam over garage,42B,to center of garage. Revise footing accordingly. • . . • . . . t . • • - . t t . . r---.__...... _L-. _ -17 • • - .- - - I ---1 i 1 - . cs.!1- t 1 1 . • :,,f• ;•- . l . • . • f - N • .17- -i- I "-. - -. . •.. .' ---L- . j" \.A__2_ ) V • ., I , 1 • I qt\'' •..._. t.... . • , . ., A • ....I I : . , • [...'..1 I : • . . , ; . . •I • I, i-. CRAPLSPACE AcqRss . . '"---24"A 30'.MIN. . • \ • • . : , . . 1 •- i CRAWLSPACE 1 I • • , , Foundation and Retanot6ng Walllls .i-; ,..3,.,.. ,... .... ._ . . - . • . ...:1 •••3 . • ,., I 1 I WU ...... g .... • ...1 iv I , ....- :,. ' /...._ • . Ill LI ..:. . — A 111" slabs are 95S• • -. 1 .1-I-1-14-{ D I \ A2 i ( A2 . 1/:•,1 • . . BUCKOUT FOR _y .., GARAGE DOOR , . • ' - Foundations are OPA except as : 1 . • , •„. ...?, ., I.1 •,. . ..-i . .. • ..__I .1; . • noted . . ' rOP 1.1-111-• ' i"----5 ., 'AI) I,!_ ' L.._•_±-.-4-1!._ .t I/ ,, A — 1— — -11. . A2 • , ., 1 . I -.,..:... :sil I. 2.., -..... ..,.....,._______ ------ 1. . - .. • ..._.... ..., • ,'. •-f- r.ltn.,-.;:'•;:fi!..• •••,.. _. •,._ ___ I . I .1 I . 1../ . '-../1,:.- i 4 : ., ...7 . _., . ,. _ I -I • . ti/ • --.... ., .. g . • , .,. ."--' __I. _ _J i p._ x_. --\__.,41 .:, • ., . • I " . .- • 10:1_ ,. .. 1 • I 'I-- - • • • ,, • . , ,-- :: .. ., ,.... .4 [.I • I 6..' i I.-- •• 7 . ......• ,.... __,I. -t--, . k • 1 i 1 I - I' A .*a • ,,• 1. ..., : I 8"X 16"CONCRETE LT-- FOOTING 741 _I SI 1 )-t------ ----.- . . :;,-- 1-7-av 4 , c, ,..,, . 18 X?.4/.40 CONCRE.II 1 ' ' 3'04 .. . ..L .0 .... Olno ..14•J . •-.-1.____„--.1---, j . 46.-0.: a , / 6 ' • i 17HD_j i • • - • . .. , .----....--- ? .... 4---•• -- ,CUSTOM BRACI•sET(B2A1) .. ,1.-...-2...._0'•'....- • er-8"r'I __-._, . 4,'°• I.- -"-F—— .-'. I , 4-> i tl'A U. t-`-) I' - K......1":7- Cr . • -'. LIJAA'10 .61CL eft 444r. ao x".1b FOOTING-t.-.E E 21/18 • ' • • _._ci. ..,,-4--.7.;:.-- .....7,„...-,• -,..; N". -N./-------1 iN ' N A2 7 I . .• .">5. ;U. • •• 1 V31..), !-9!?•1 . ....". ',, ,.... 411(1 ., „ \ • ..x• t- '' t I i_iL -1,1\s . I I I I 1- ---- T I-—-I. .' • . 1 _ ._ ......., t 1 cm-1_111.4_3\4)3i.r ii. ....1.2.-.1_..." r... ..0._...., ...--4"-0'• II: .----... I I I . . , 110- ti•r7 -- A2 ---A----)----:---1-51 •1,.., ; • • . . -„ '-i •• ---' I 1 1 , _ _l_ ___v -I- • „ . ,. • -I.: .: . •• •:-.•:. •• • •••• :• - 1 '. I I • b. . , , , . . : --i . 10-8.. i jri •) • . r— 1 -I :N/ , • BUCKOUT FOR j L_ _I—'_t — — I r: I • -. . GARAGE DOOR •il • .. , :. (--.1 .../ 0 ti. ) . . . ' t" ' NC ETE FOOTING • r allak I \ I-i X 16 CO • , 1, N.. • '4.---N, A2 -----I ----- 6 ---/- ---'."---- 11. I I . .• • , t.. . , ill_ • . . . vi • I A2 II CV . 1 I IQ , • • i I V/n . / 61 . . v r - A2 N.- t q.). 0. A2 A—14 • , .,.• i._. ,.... . , • .., I r --1 r— —II ---------- —‘s j i __ __ ----1-...t.'"'"-' 5..-07, • —.. . . . ., • •••-.- •• E., I i•A 17HD 1' . . I CRAWLSPACE 2 -"----- • - ---. . -...- -,i r ......, J , 1 . . - .. —).----I-4 . ----4--- --.-_.,...,----- . • b • .... • . t-.., A2 / 171: 1 - ' .,• . I . ,_... , ,.., . I ,--' (1,. • .. ,. • • • 0 , - - ..• I - I. :•,, . •". • ,..) .. , o . 4. II I - ... .- : . - . • , . . . , . 1---1.- Y.; .. , .. .. • - •• -I • 1-. • . 4 • a- ... ,_____.4..' _..../..._.-4• I .......... .4" .,_ - ,., .. ., J., 9•••0 -t---...1 • b . -rt.,. . • . .. . . . . ". , . < 1 . i .. • ••, • . . . w . . . i ..., I <m • , - - ., . . 1 C21 rci.,,, • ' / • <.X • .A 2..2 i .-- 1 • •... I 5 __ _ _ __ __. __ _ ___ _1 .... L__5. \ Ix:•,.. I ,•‘. . 1 _ ._ 71 17HD ' -- - . • I • A2 , Af-7 0 csi i t 0 ..7.,P ,. , :1, L _ _ -/ _1. 4. I, 1-- ei-- --i i ? 1, 5---116,____7„. , . \• : 1 _ ___ _ . - . ...- __,.........„ ...___.4-_ ,.4._ _ .._ r.,.„ i---- il iitlik I H I ; .., , • — _ 1_, QA _ _ _ . ....._____ _____-_r ... _________, .1 -.. 1 i .Li -------L- - • I-12_ ._±. r_ _ __ ___ _._. ______._ __ • .A.I ._ __ _ ____ .- I _ . 3..d.ti • , 1 . 1 1 s.,3.x , . . ' . . . • • . . . , --- 11 V I I r' I Lower Level Walls and Main �^ I Floor Framing 1/8" = 1' - c '�— —�- 1 -All floor sheathingis 12FD typ.Yp 43D - Floor and deck joists are OPA,typ. I 42.P I -Stair framing per Arch and code min. 1 2- 14 - Deck decking is 13DD,typ. �a1 . i- _ , 7Z d v y i'7N El vl Swc re.Ft 91 AI IL-, cl-Li>`y' V`�©v 4 -D ,mo '_ To CT - of Ce9 ; 9""&,57 5“iNAiez, 5 ci*1x - If ' d oB i4. cu !I 04.-1. i\ S 30 IaL L low 3 40 In WI �_0- ;41 i� �C 7I 2i IP r 2 Ii{ d ,s'tiii Ki i I W ITN b r . IeW V - PI Upper Level Walls and Roof Hp) le. \I 2.o 0 'ffia c6 iv Framing 1/8 1 Roof diaphragm is 11RD,typ. `„ '" `l�P 2c 14 22�1 -Trusses and layout are OPA,typ k� m___ a 4,T. CM4 l' El,Ll zi. °) u -All exterior walls are 1PW,typ. I No holdowns required at this level. = 2oa --r - Fireplace and chimney framing per S Arch and code min. I' 2° �b�'S ✓' / Q I2 _A\\ ,,-7- c,4 "- ...71'—', 2...11/421,4 M 1 $ s '2-14-1 P1r 'n 3.5 33 ____ 1 I A=t �o \ zi iIoP � z.5 rlo 201 �I. — r cs imp ri°� 2�� ' 013 s 8 11 i L 0$1 0 I t In c -5 3-% r I M IC, (3t c3 15 t-tDa) z,§ t _ 3 --6 © - I — s 316 PROJECT INFORMATION M. TRAFTON PROJECT DESCRIPTION "`Tr� p\' 0 PROJECT ADDRESS: 2` 6, �� J. STERLING a NEW SINGLE FAMILY RESIDENCE 3921 ROCK RIDGE PARKWAY, 1/4" = 1' U.N.O. o ZONING TYPE: R-2 ANACORTES, WA 98221 W 05-05-2020 et PARCEL# P127677 05-11-2020 CODE COMPLIANCE 3 ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND ORDINANCES AND THE FOLLOWING: a 2015 INTERNATIONAL RESIDENTIAL CODE PLAN AREAS i - 2015 WASHINGTON STATE ENERGY CODE CY)I MAIN FLOOR 1,874 SQ.FT. Z 2015 UNIFORM PLUMBING CODE C BASEMENT 985 SQ.FT. ^` w � TOTAL LIVING AREA: 2,$59 $Q.FT. W �_CD � I DEFERRED SUBMITTALS : GARAGE 555+331=886 SQ.FT g. �' ENTRY 73 SQ.FT. 1 . MECHANICAL HVAC SYSTEM DRAWINGS! ! ! - I 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS ,• =4.; COVERED DECK 112 SQ.FT. 3. NATURAL GAS DISTRIBUTION DRAWINGS 4. PLUMBING DRAWINGS OPEN DECK 49 SQ.FT `VVV 5. ROOF TRUSS DRAWINGS / CALCULATIONS 6. FLOOR JOIST DRAWINGS / CALCULATIONS - SS PATIO 161 SQ.FT. L a 7. LANDSCAPE PLANS �_ �� e 8. LIGHTING PLANS 9. CABINET SHOP DRAWINGS - SIMS al) „ 10. CUSTOM HARDWARE I BRACKET SHOP RAWINGS �` iN 11. FIRE SPRINKLER (IF APPLICABLE) INI 12. SOLAR PANELS (IF APPLICABLE) , FIRE AREA: 4,091 E U 13. ELEVATOR PERMIT (IF APPLICABLE) ; 4' g . � *■"'.�'n FIRE FLOW REQ. = 1 ,750 GPM N U DESIGN INFORMATION �' COMBINED HYDRANT FLOW = 2066.4 GPM Z Mw M BUILDER: STRANDBERG CONSTRUCTION, INC. HYDRANT: #920 " m w OO .. a, P.O. BOX 319 w. DISTANCE = 118-10' o m a Z N • ANACORTES WA 98221 p o o HYDRANT: #921 5 a a 2 360-293-7431 TI NRE � �[ �D> ]E � �C � DTANCE = 394'-7" DESIGNER. JASON STERLG - STRANDBERG CONST RUCTION INC. H[ IE IL ! ID> A\�H[ IL w 0 - JASONS@STRP,NDBERGCONSTRUCTION.COM PARKWAY , ANACORTES , WA 3921 ROCK RIDGE98221 PROJECT TO HAVE FIRE SUPPRESSION SYSTEM Z � N OR HAVE HYDRANT ACCESS TO MEET CODE p DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. Z Y NI JASONS@STRANDBERGCONSTRUCTION.COM Z GE TABLE _ REVISION TABLE w Un w 00 LAYOUT PA _ _ CONTRACT DATE PG# DATE DESCRIPTION w " - PG# TITLE COMMENTSw m 0 COVER SHEET w = o ° 1 SITE & LANDSCAPE PLAN Q C o � � NQ C2 STORMWATER BMP'S ZM WALK AND DRIVEWAY J C3 CURB , SIDE , AO ARCHITECTURAL NOTES a' Al FOUNDATION PLAN a Qo�� aI yOyW6 U1Ui • A2 FOUNDATION DETAILS ,P(Z8 ILI egg PLAN FILE COPY w tillA3 BASEMENT FLOOR FLOOR FRAMING PLAN uvg 2 ,00 SwF A4 � �€ w;�oo FLOOR PLAN �` `� � A5 MAIN w �I MI A6 ROOF FRAMING PLAN CITY of ANACORTES =§1a SECTIONS o1 � A7 BUILDINGEPT: ' U `I��o APPROVED PLANS j $g A8 BUILDING SECTIONS �M"fib` g` 20' I ows �BDRE1 :: /Z A9 EXTERIOR ELEVATIONS ei 41/4PPRQViDt OWNER APPROVAL Al 0 EXTERIOR ELEVATIONS ;HA• LL NQT ¢ ¢ T�{ ®WGZk$�tyj �kfi6�p. INITIALINITIAL'SO STRUCTURAL NOTES PAGE#. • SI ENGINEERING INFO BASEMENT PLAN MAIN PLAN D W F fl PAGE MAY 2 '2020 2 ENGINEERING INFO ; 1. Il S Li 1 of1 = 'STY OF ANACORTES DESIGNED BY M. TRAFTON \ N J. STERLING i seal r g DATE o w 05-05-2020 a 05-11-2020 sic I LANDSCAPE LEGENDCD I st....* LAWN AREA OR L I EXISTING VEGETATION w a , ID o is sA\AZYab CONCRETE DRIVE n p,. Q' :I , MO 2 QhX �� , ram Q %��. �� Cc4 - MULCH - PLANTING BED % 4 � , w a O �� 2�0, ^ 441.5' (<1 E3c ) CO 6 ` GJ / L. .. EXISTING BEDROCK/ A /439 .5' EL@OEiciiiilik VEGETATION • ' MID POINF LOT , w u h >a / ` DECIDUOUS TREE 1' / /44�'� '� SOILSTOC 'ILE 7�� O O140.m, CONIFER TREE CO NI / 2,962.49 SQ. FT. OF ROOF WILL TIE 0, iii CB INSERTS pd� �� _ �' INTO THE STORM WATER TIGHTLINE. O� c2 A.. ://A/ :_/// S 1,2,3 I M v a *I I / e i / E 446.75' t- c co n \ ' WATER CONNECTION /,' /,. // !,e SHRUBS / PLANTINGS w /� C 2 i fryA , jiii °Il�o/�/ 31a" - MINIMUM TREE DENSITY ry0 ��• Illy • 1'� ` \ NW.OHIES MIINICOOE-ifi.50.0]0 SS CONNECTION .`I — .9 ST. Q " ` �i / (VERIFY EXACT LOCATION) O B ./ / �� ` Calculation of the Total Tree Units Required.The total number of tree units required �`0 FS CT� //' ' S F R � `\ to be provided by a regulated projector tree conservation permit approval listed in w it S O,y 2 CAR Section 16.50.100 shall be calculated by dividing gross site area,minus any public U Cr j / �, \' �� or private street rights-of-way, by one thousand Table 16.50.120(D).The result of the } 1 �� 2s-5 5/8• F F = 452.5 Q Q \ GARAGE � within the building number of tree units required for the project approval LV. 445' BELOW \� a Z r - - - \\- FF = 442.6' 1 CAR ELV. 454.25' LOT SIZE:(7, 532]SQ.FT TREES REQUIRED:8 Y N J --SDSTUB V\4//s \ GARAGE I �✓ B MINIMUM REQUIREMENT #2 BMPS LL? 012:_ N t, FF = 452.5 �cz> Q ENrR.s %' A BMP T5.13: POST-CONSTRUCTION Z CI) W Il 445' o, , _ - c-9 - c� C2 SOIL QUALITY AND DEPTH WsW/ B ^'' moo• B BMP C233: SILT FENCE U F— UJ cz + DRIVEWAY PAD CC2F- J Y• • Et 2,024 SQ.FT.`. ifr*C . /. : - (1,933.9IMPERVIOUS ,,' LOT 7 � gMP C105: STABILIZED CONSTRUCTION w` ` _ NOT COVERED BY ROOF) , A >/ Q� �'� — . 7 532 S F �95 117 ENTRANCE / EXIT O Q Q A 5�� Gs' YY� ELV. 452.5 ce 0 Q „• cz,' n�, 6'9259�'� �f CV ELV. 449.5' .sPo`' Ea r,, ( D ) STORM DRAIN INLET PROTECTION ' 450 / �� On • \\ — , qt � ;riA'T, CLEARINGLIMB-STANDARD CL I-40.20-00 Z m 1 & CD .4,„ 8<0 `�> /� �� '?r`y�':�- HIGH VIZ.CONSTRUCTION FENCE j Jp♦p� S TO BE INSTALLED WHERE HIGH VIZ. / GAF >> A. �-I E i SILT FENCE N/A / ` / • /' w BMP C154: CONCRETE WASHOUT AREA S2. w. . NOTE: • '- CLEARING LIMIT TO BE ENTIRE LOT \` LOT INFORMATION a / - STANDARD HIGH VIZ. CONSTRUCTION 455' LOT SIZE : p, 532]SQ.FT- Y4 FENCE TO BE INSTALLED WHERE HIGH VIZ. •��o ' w a� SILT FENCE N/A. CLEARING LIMITAREA: p,532]ACRES /1 � O.o S� x� oz$o `\ \ F �O 2 MAX BUILDING COVERAGE (35%):2,636.2 SQ.FT ISO - CUT AND FILL AREAS TO BE ANYWHERE HOUSE, -t 4 Uhim. DRIVEWAY, OR PATIOS LOCATED. CUT AND FILL o ACTUAL BUILDING COVERAGE(33.73%)=2,540.6 SQ.FT. = y o APPROXMATE, DEPENDENT ON FINAL GRADING. `� �- ' / �� IMPERVIOUS ROOF AREA W/OVERHANGS : 2,982.49 SQ.FT. COv '��iy 460' bf " �, IMPERVIOUS DRIVEWAY&SIDEWALK AREAS : 1,933.9 SQ.FT 0 Z I - CONCRETE WASHOUT AREA LOCATED ON SITE OR �,, ,y .�` , '� Z Q o,�� AT ROCK RIDGE PH5 DEVELOPMENT WASHOUT LOCATION. �, a ^� 'I TOTAL IMPERVIOUSAREA:4,916.39 SQ.FT J g¢;�z ' PARCEL# P127677 J C- �� / \ \ - VERIFY UTILITIES EXACT STUB AND HOOKUP LOCATION \ �� o�� WITH SUPERVISOR. \ gz�oLL \ ADDRESS:3921 ROCK RIDGE PARKWAY,ANACORTES,WAld6Y21 auigg 1. MAX 20' WIDTH DRIVEWAY ENTRANCE @STREET , / w 7g (AMC 19.53.030 i OWNER: LINDAHL gtu H oot0o / I PLAN AREAS ��w° - 2. RUNOFF FROM DRIVE NOT ALLOWED TO SHEETFLOW oo-3 TO STREET (AMC 19.76.070 - CONVEYANCE) INSTALL 465' zaz,9 STRIP DRIVE. MAIN FLOOR 1,874 SQ.FT. _ 3 - 3. PROVIDE A DRIVE OVER METERE BOX, IF ONE DOES NOT EXIST. BASEMENT 985 SQ.FT. OWNER APPROVAL TOTAL LIVING AREA: 2,859 SQ.FT INITIAL: !� PAGE# y a GARAGE 555+331=886 SQ.FT $'C.., ry C 1 +1S n ��9 ENTRY - 73 SQ.FT. GJ COVERED DECK 112 SQ.FT. PAGE: Q� OPEN DECK 49 SQ.FT. �(j � J„ 2of18 AI' PATIO 161 SQ.FT. J BMP C154: CONCRETE WASHOUT AREA ® BMP C235: WATTLES c BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT C BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND PURPOSE PURPOSE PURPOSE DEPTH M. TRAFTON PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PI IRPOSF AND DEFINITION WASHOUT OFFSTE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIAL THAT IS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE PAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT DRAFTED AFTF D C`/ ENTRANCES AND EXITS FOR CONSTRUCTION SITES. NATURALLY WOCCURRING(UNDISTURBED)NUTRIENT, SOIL AND VEGETATION PROVIDE DSORPANTTIO ;SEDIMENT STORMWATER FUNCTIONS N ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLESINCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT o ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW TRENCHES CONDITIONS OF USE M CONDITIONS OF JSE AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 WATTLES(P. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION BIOFILTRATION;GELYLOST WATER IN DEVELOPMENT STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS J. STERLING CONCRETE WAS BOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: 378)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN 1,30.3(1-00 ALSO PROVIDES INFORMATION ON WATTLES SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE.FOR RESIDENTIAL CONSTRUCTION ARE LARGELY WHEN STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMAL -CONCRETE IS USED AS A CONSTRUCTION MATERIAL. (HTTP://W W W.WSDOT.WA.GOV/DESIGN/STANDARDS/PLANS.HTM#SECTIONI PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN SUBDIVISION TOPSOIL AND SOD.NOT ONLY ARE THESE IMPORTANT PERVIOUSSTO SURFACTERES FUNCTIONS LOST,BUT SUCH LANDSCAPES m THEMSELVES BECOME POLLUTION GENERATING SURFACES DUE TO INCREASED USE OF PESTICIDES, 3 -IT IS NOT POSE IBLE TO DISPOSE OF ALL CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHM/IDTH TO PROVIDE VEHICLE ACCESS/PARKING, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET WASTES, m -CONCRETE TR JCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-SITE. NOTE:IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING SOIL QUALITY AND DEPTH REGAINS GREATER 1/4" = 1' U.N.O. c 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASH WATER MAYBE DISPOSED OF IN A USE WATTLES: INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN IN STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS FORMED AREAANAITING CONCRETE OR AN UPLAND DISPOSAL SITE WHERE IT WILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. THE INITIAL CONSTRUCTION SWPPP.IT IS DIFFICULT TO DETERMINE EXACTLY WHERE ACCESS TO THESE PROJECTS WILL AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME LANDSCAPING GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER WINTER MONTHS. TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. - w DRAINS,OPEN DITCHES,OR WATER BODIES,INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND I IMITATIONS 1-- -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL 05-05-2020 re EFFECTIVE FOR ONE TO TWO SEASONS. AND VEGETATION.HOWEVER,ESTABLISHING A MINIMUM SOIL QUALITYAND DEPTH WILL PROVIDE IMPROVED ON-SITE a -PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH WATER FROM PASSING BETWEEN THEM. NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL,BIOSOLIDS,AND FOREST PRODUCT 05-11-2020 RESIDUALS.IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE DESIGN CRITERIA NOT TO SCALE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT IS IMPORTANT THAT IMPORTED TOPSOILS -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED -NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. -a" 3m Ilstinesn -a- AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES J1FSIGN r tanR INFS R SHOULD BE DUG TO A DEPTH OF 5-TO 7-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. -SOIL RETENTION.RETAIN,IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT s ♦O O O O O f Lath and, flagging -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD PRACTICABLE.IN ANYAREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A 5 on 3 sides EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. DESIGNATED,CONTROLLED AREA,NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE,AND OTHER PORTIONS OF THE SITE WHERE FEASIBLE. A Sandbag RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS - -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END.DO NOT OVERLAP THE ENDS.-INSTALL STAKES AT SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL,AT • 71{- `ram Berm 0 and plastic thing Sala" E. -IF REQUIRED,INSTALL PILOTCH HOLED OF S FOR THE STAKES U WATTLE,AND AT SINGOA STRAIGHT T CENTERS ALONG TO DNRNE HOLES THROUGTIRE LENGTH OF H THE WATTLE EzOad �/,f*, PLOWING: RATOPSOIECT LILAYER WIH A MINIMUM ORGANIC PLETION,DEMONSTRATE THE MATTERCONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% ^ AND INTO THE SOIL. • \� `00111101.11111. �• r� Z o -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3/8-INCH REBAR CAN GY`� ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. C7 Valisf C. • O A� O • 1 A ALSO BE USED FOR STAKES. T s THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF $ T -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING �i INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA.SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE W a SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, e a 0 1 m ABOVE THE WATTLE. I:' t- ° WHERE FEASIBLE. ' ��w�t ��`LL 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL. d ` 1 • Bean MAINTENANCE STANDARDS iiors.4.:. ...;..:.01/4 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS \\ T -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WTH SOIL AND THOROUGHLY ENTRENCHED, ,� r�-��'ra r'n' �' A.HE ORGANIC CONTENT FOR`PRE-APPROVED'AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. M F�y�4, S n- • 'r�:. �. �. teire, 100'min. COMPOST SPECIFICATION FOR BMP T7.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE a O 0 O e Section A-A , +-a.aFs* ;Ill• EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35%BIOSOLIDS OR MANURE,THE COMPOST MUST ALSO HAVE AN f.. 10 mil plastic fining ' �I �g;�n, it,�•..�,r�i 4n�,,i� ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN Plan Votes: -/ 1`;x�.4 Ate. LOWLANDS REGION RATIO MAY BE AS . AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND 1. Actual lose "!YTL'f70't' -ref A delerrdrllANpil.iele. - B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR Type "Below Grade" 2. A ealrE•le.rnlole Install driveway i1 +.• OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT EXCEEDING culvert if there is a 1 , ' THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B,TESTING PARAMETERS,IN WAC 173-350-220. 1 signYWEetYYrtl / �p`�� . �. • roadside ditch present / ems • - THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. vAiaL'I Ttlmef h 4"-8 Quarry L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE ` • 3m lf.dlr.In teerlegfy t(.alsele soalls ` - METHODS LISTED BELOW: washout dity' �, �,��, r�. 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. a • ,_ 4'j 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT`PRE-APPROVED"RATES,OR AT CUSTOM CALCULATED Wood frame / RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. Bl 8 setaraly py.terred Geotexule -- '4,-. - -*. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOPSOIL MUST t around ens! 1 �� L. ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER AT A DEFAULT'PRE- y ■ a--- M perimeter with two ..L APPROVED'RATE OR AT A CUSTOM CALCULATED RATE. W Ili l'�i1 stakes 1�1 �� 12m) • �►,��717 • �• ENTS. MORE4. PTOHAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS ORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND F EH OSAM S SITE.SOIL THA MEET THE TIALREADY MEETS THE 10 mil \� i�% Vales pa5trc Inerg14 asi4 SiS +lay DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND IS NOT COMPACTED,DOES NOT NEED TO BE AMENDED. a ® • 1,91 a' :"::�.e - A I11 .I, _NIL. . ...' �,�f ~* 15'min. MAINTENANCE p V N1. \ -ESTABLISH SOIL QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED,PROTECT FROM V Stake(top.) , /// 1. Driveway shall meet t \ COMPACTION,SUCH AS FROM LARGE MACHINERY USE,AND FROM EROSION. C Scrag rolls must be • // 12'minimum thickness `� O ® ® / the requirements of the -PLANT VEGETATION AND MULCH THE AMENDED SOIL AREA AFTER INSTALLATION. Section B-B pia s'c along slap S Adpcem rollstrd m r lA' ty permuting agency. -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. N I 10 nil plastic lining contours shall tightly abut ,l -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION,FERTILIZERS,HERBICIDES AND PESTICIDES,RATHER C4 t_ jwo-stared r 2. It is recommended that Provide full width THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. CO "-' 2x12 rough Plan , , the entrance be of ingress/egress 0 C !wood frame "` NI/ I_______. -_ crowned so that runoff area Q 0 I Ni drains off the pad. Q m Type "Above Grade" with Wood Planks ]x LL a, a, NOT TO SCALE = ;� - -- -- Z c�O a `'S(FJ 10'-2513.8rtt) A, Y �/ W O O cl T Fi ure II-4.1.1 o m v = g Figure II-4.L7a g Q Z Stabilized Construction Entrance m a Q D M Concrete Washout Area to z OE0ARTMENT OF Revised Jane 2015 on sodSpal typepanrtdds •,� DEPARTMENT OF Rewsed June 2015 ECOLOGY Please see tmpJArwwecrwagoeceprighLfEm,for cceyrigta nice including permission, slope steepness ��'•. g V Sediment,organic mantel. ECOLOGY gov�py�yt copyrgM notice including permissan. State of Washington linitafion of IiatAiy.and disclaim- and native seeds are Please see liability.bJAv and di wa LM.mlfor g ,, State of Wasmngton limitation of and disdaerier. ts, captured behind the rolls. LLI " t, ICI BMP C1230: SURFACE ROUGHENING C STORM DRAIN INLET PROTECTION 1-40.20-00 - V _ix' Purpose: SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE Zr Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment CB BMP C233: SILT FENCE CV trappingthrough theprovision of a rough soil surface.Horizontal depressions are created byoperating a tiller or other suitable equipment THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). g 9 pe n9 p ) PURPOSE Li_ W CNt CO on the contour or by leaving slopes in a roughened condition by not fine grading them.Use this BMP in conjunction with other BMPs such 3`-5"(75-125nn) USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A Z L.1- co as seeding,mulching,or sodding. 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE Q Q CONDITIONS OF USE: \ 8'- 10'Diu. 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 11-4.2.12 SILT FENCE(P.369)FOR DETAILS ON SILT FENCE CONSTRUCTION. a -All slopes sleeper than 3H:1V and greater than 5 vertical feet require surface roughening to.a depth of 2 to 4 inches prior to seeding. / a'�/�� (200-250mm) rn -Areas that II not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. CONDITIONS OFY USE Z .r/! l.lJ SILT FENCE MAY BE USED NT SOIL OF ALL DISTURBED AREAS. W stableSILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF __I w Q -Slopes wheer rock face do not requireld t roughening.exs 'ia,� v�� 1? THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. -Slopes wnete mowing is planned should not be excessively roughened. �''e Stake �iI, // - \ SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS U fY 0 W // // \\ rise OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. LL. ��"' // 1"x 1"Stake DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN • 4if (25 x 25mm) aN111IEM1 1E .,r ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. J / � ly ( tt NOTE. tastrl RIME .? 1 V 0 ,, 1. Straw roe installation requires the placement and secure staking MIN .,•:a w Cap a cy_�ca- ,� �y r dram in a benth. 3"-5"(75-:25mm)deep. dug on conloul. gl O 0'-�rya- �r� ��a. � Runoff roust not be alowed to run under or arounc roil. NOT TO SCAM dn�� '• Iiiiis eact� ../ 3 7 mac+.�yaa cr-a - newas 11 CI r a. c��r3 ei -.>'.- NM/ Joints in flier fabric shah Des Iced `¢ `_ Figure II-4.2. 14I w a. Z_� aasa��`�ca at pools.Use staples.wire nngs or M r _ a 0 Wattles eowalent to attach iaDnc to posts a � c - • � DEPARTMENT OF Revised November 2015 d bYstandard str reaegtxva led I �� a �% A, ergrh rabic used L ��` ECOLOGY P IIIIeJ. P Y 9oWbc'PYrkJK copyright .WrBtagpsllltiriaac. :•... . .•.•.-.•.. .•. M �� ECOLOGY lease see till JAvww.ec .wa. Mmflornotice' 10. :y;.,�.•.,•�:;;;•:w❖•••••O:.e.uuuau.u.i -a a s:. an n 0:•ti o...•.•. ... ,,.•.So❖.•..•.•....n u m.. a as 4 icy �� State df Washington limitation of liability,and disclaimer, O.•.. .,. •;;;,,,•.�.y..�,•��•, e� �, ,m a�Gi =,y ay - ••••y'• •.• 4•�ii:❖.OiiJ,•.❖JiiiODi i•.a.a a.a e a a a e■ ■a■ ^+�r3 ya, wai-� d. . ••••• :•:•• ..•. •�•w i•i•i•i•••••••••w❖.•••••MMl...a.■■■...I ■■ z r - fa .� �� A G 'O•�i •• •i•i ••w•• O• •i•i•. •�••••••i❖�.........a .■ z u'i g a a BMP C123: PLASTIC COVERING D D n '''`"••••'•••'•••'"••••"'•• ' Tracking with machinery up and ddwT1 C. as,ea. +-y •Oii •iiii ii1S•ii00•❖OOO••Oi•OOiii• +• 0-0 ima {:Z GL •••• •• • •••••••••••••••••.•••••w.J I a 9aa G> r"Z ry P d..3 a i•❖• �J�ii••:O❖Jiiiiii0iii i•�ii0❖•iiO " c the siope provides grooves that will o a a a. - •• ••••••••••••••••••••w••••••,•'::::.4• ■1 Li.o �} o. ..3, PURPOSE: :'::•: •� ••ii ii•� ii �1":•:•iii �'i•�•i'i:iii"i i'• ■.■ II ¢a o f catch seed,rainfall. and reduce runoff. �a. rz C,a r3 �••. :Oii{i..•.••••.•.S•..••••••••.•..i••9 0_ a a a PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. O•'.• • ❖AiO❖AV••O••JPK:K:3 ••w•••,❖SSpp•.+++ .•ra imams an. as CONDITIONS OF USE: �10 �� r~Ih�l� / 1� '•• /l ?��'�1 .�.%' "5:..;._. iba�� unto PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, t �� \ '� ^� `�� CO ' Tracking I r I-I- w o EXCEPT AS STATED BELOW. cct PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY Minimum l r1 6'Max I N o x t z a RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN SIX 4"x4`trench ! el 1 CC i &o ii ii MONTHS)APPLICATIONS. - , o _ -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING,DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE goo s§ 111 11�� ADVERSELY IMPACTED BY CONCENTRATED RUNOFF,SUCH AREAS INCLUDE STEEP AND/OR UNSTABLE SLOPES. Post spaong may be increased rx2 wood posts steel w i g i f 11=11 .h, -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES,REQUIRING ADDITIONAL ON-SITE to 8'J wire backing is usedo <LL II=II=1ttfence posts.or equivalent oo° I:I1=11-.1, MEASURES TO COUNTERACT THE INCREASES.CREATING ATROUGH WITH WATTLES OR OTHER MATERIAL CAN CONVEY ma.meE Malt goo (1P 11=11=1 CLEAN WATER AWAY FROM THESE AREAS. �°1°+M� s MOM 1E11ser.Lemar(r'TJ Lt a o r z =11 II Il II_ -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS. <w v=a I In -WHILE PLASTIC IS INEXPENSIVE TO PURCHASE,HE ADDED COST OF INSTALLATION,MAINTENANCE,REMOVAL,AND ___11 .-' I I I I- t" l'[=n=t, DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00 PER SQUARE YARD. �-� o!_ 1 it •I=n=n=. 2"x2-by 14 Ge.wife or equivalent, _ -WHENEVER PLASTIC IS USED TO PROTECT SLOPES INSTALL WATER COLLECTION MEASURES AT THE BASE OF THE SLOPE. .Itt� ,�`_- d standard strength fabric used u 11 11_ll= n� r 1=11=11=11=n=11� THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN RAINWATER AWAY Ir / .azkk 11=1I=11-1I=lI=11• FROM BARE SOIL AND DISTURBED AREAS.DO NOT MIX CLEAN RUNOFF FROM APLASTIC COVERED SLOPE WITH DIRTY 1i e% r i; ��F0i 50' 8" 111 =I1=11=.1 RUNOFF FROM A PROJECT _/ // ` +1 !P u8 7 11=11- I (15m) (150mn) 1=11=11• =-� �,... �✓ Filar task ' "m6 L8 -110 r - \A =1 ado t IC�L- f 'j�, :i rmn <�o 3 • 1`!�.• CI °�oF 11: f`�`� .1 CO <Fo VJ a `1 � - T. � ' Contour Furrows Naga..E,t..eEae.� OVERFLEW m� rna e•l ffaximum t3adc11 tench with 4, . -��i • native •:•- . • ! fnrtnL � 1..5'washhedcrgraavel •-, ir`C �•• OWNER APPROVAL MOE Grooves will catch seed,fertilizer. _: gat lwarrJ. TON 11MIBI a Minimum - J mulch.rainfall,and decrease runoff. p} I, 1 t 4'x4`trench INITIAL: n ,1Q"„C,.. '• Ill. 1111 NOT TO SCALE MARK W"MAJRLH 1 PAGE#: • aerrearwTE lr0.Oorrl. rxr woad posts.stelet el fence post a equivalent names NOT TO SCALE Figure II-4"1 .5 ST01111 MAIN ' C2 Surface Roughening by Tracking " i*'1 �Di "ON Figure II-4-2.12 PLAN 140.20-00 and Contour Furrows =SUSe Silt Fence PAGE: DEP RTMENT OF MPRIN®ga Ml.lro1i.11 Reversed October 2014 Revised June 2015 Paso a fl4 DEPARTMENT OF E OLOGY --- T ECOLOGY 3 of 18 Please see MtplA •ow..ecy.wa.govlcopyright.Mml for copyright notice •including •permissions. IDES..■+wrr...r Please see htm Avww.ecy.wagovhopyrighfhtm/for copyngtt notice including permissions, Slat of Washington limitation of liability. and disclaimer. State of Washington limitation of liability.and disclaimer. STANDARD PLAN F- 10 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE M. TRAFTON MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS _ N 1 _ VARIES(SEE CONTRACT) J. STERLING FACE OF CURB VARIES 12"TO 24" FACE OF CURB I FACE OF CURB I FACE OF CURB S BROOMED (SEE NOTE 1) 1 VARIES(SEE CONTRACT) _ S. VARIES I 6 1/2" I 6 12" VARIES FROM 6 _"(IN)TO 0"(IN)- FINISH(TYP.) BROOMED r, _ r o co MAINTAIN 1H:8V SLOPE CEMENT CONC. PEDESTRIAN CURB(TYP.) (TYP.) DRIVEWAY 1/4 - 1 U.N.O. 2 1" 10"TO 22" 1" ///- - 3/8"(IN) EXPANSION JOINT(TYP.)- FINISH TYP. ii 1"(IN)R. (SEE CONTRACT) 1"(IIfMATCHROADWYI 5 1/1" 1" VARIES 1R"(IN) ON SIDE OF CURB l (WHEN SPECIFIED IN CONTRACT)- SEE STANDARD PLAN F-30.10 (SEE NOTE 'I) ENTRANCE MATCH ROADWAY I 12"(IN)R N)R. SEESTANDARDPLANF-1012 (Typ)SIDEWALK CEMENT CONCRETE '�"`555ae2�f 2oR • 112"(IN) ROADWAY (IN) ROADWAY (TYP) PLAN F 3010 , OS-UJ-GOLOWAOM- Y0% I 05-•� -2000- D •�1 W" • ° .•D D \ i. ///i (SEE CONTRACT) `,� \ ` \ \\\\ j • • e • ° • ^ - D . . , ° ° j'1 _ •°. ° )° FLUSH WITH GUTTER PAN AT CURB I © (SEE CONTRACT) - \ \\ \ 7 11 1l2" 11 1ft" 1•_6• Q 1'_6• \ UP AT DRIVEWAY-1EN RANCEVERTICJIL / 11 L t ill--- ---111 ��II II"" -I ,I - i7. DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION I -- TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAIp8 AND PLAN VIEW - CEMENT CONCRETE CURB // DRIVEWAY COD x CEMENT CONCRETE J TAPER(TYP.) O L U S E THIS DETAIL BP- DRIVEWAY ENTRANCES TYPE 1 CURB AND GUTTER AND GUTTER(SEE NOTE 3) 5'-0" 2'-6" DRIVEWAY ENTRANCE Z o (SEE NOTE 3) NOTES (TYP.) (TYP.) PLAN VIEW SIDE SLOPE(TYP.) TYPE 20. 1. When the driveway width exceeds 15' (ft), construct a full depth Pe15'MAX. (SEE NOTE 6) VARIES 15'MAX. (SEE NOTE 6) expansion joint with 3/8" (in) joint filler along the driveway centerline. 1/2"(IN) LIP BETWEEN W 9 GRADE (TYP.) (SEE CONTRACT) (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER 1/2"(IN)R I 1 1"(IN) R B" CEMENT CONCRETE NOTE BREAK GRADE - GRADE BREAK with the Centerline as required at 15' (ft) maximum spacing when ( AND CURB,OR SEE (SEE CONTRACT) (SEE CONTRACT) b CEMENT CONCRETE OR 1/2"(IN) R. CURB RAMP, LANDING, v ** BREAK \ NOT STEEPER THAN -..-a--- * * a driveway widths exceed 30' (ft). ) CONTRACT PLANS b ASPHALT CONCRETE 1 1"(IN) OR DRIVEWAY �.� \ ROAD GRADE _ g ENTRANCE 1. See Standard Plan F-30.10 for Curb Expansion and aaM � 2. See Standard Plan F-30.10 for sidewalk details 12"(IN) R. (TYP.) SIDEWALK OR PATH VARIES FROM R. Contraction Joint Spacing and See Standard is a I• DEPRESSED CURB AND a 6.(IN)TO 0"(IN) Speen:aeon Sections 8-04 and 9-04 for - 3. Curb and Gutter shown; see the Contrail Plans for the GUTTER(SEE NOTE 3) �, PEDESTRIAN RAMP ) }' r et EMI= additional requirements. PEDESTRIAN RAMP -' a curb design specified. See Standard Plan F-10.12 for 11:1 T / CEMENT CONCRETECurb Details. DRIVEWAY, • 3/8"(IN)ADJACENT PREMOLDED JOINT FILLER SIDEWALK(TYP.) SECTION O -- 3/8"(IN) EXPANSION JOINT(TYP.)- C j (WHEN ADJACENT TO CEMENT 3/8"(IN) PREMOLDED SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP CONCRETE SIDEWALK) JOINT FILLER or other obstructions in front of driveway entrances. 3/8"(IN) EXPANSION JOINT(TYP.) - w 1/2"(IN)LIP BETWEEN e SEE STANDARD PLAN F-30.10 ° r "GRADE BREAK" is called out, the entire length of the SECTION C 2 ROADWAY GUTTER 5. Whereg CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB - (SEE CONTRACT) _ (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surfa planes shall be flush. O a CONTRACT) 6. The Pedestrian Ramp length is not required to exceedl5 feet LEGEND o AT CURB RANDS, LANDINGS, 1/2"(IN)R. r, ) applying SLOPE IN EITHER DIRECTION �+ " AND DRIVEWAY ENTRANCES (TYP.) ti DEPRESSED CURB (unless otherwise shown in the Contract Plans). When F (SEE CI AND GUTTER the 15-foot max. length (measured from back of sidewalk) the a n * io 1.5%OR FLATTER RECOMMENDED FOR . . .• (SEE NOTE 3) running slope of the pedestrian ramp is allowed to exceed 8.3%. * DESIGN/FORMWORK(2%MAX.) q '. : • • ', I >- Use a single constant slope from bottom of ramp to top of OTT 2p o QATRIc� ram to match into the sidewalk over a horizontal distance 7.5%OR FLATTER RECOMMENDED FOR Ml I u 71 QV iA•te DRIVEWAY RAMP } p * * DESIGN/FORMWORK(8.3°/"MAX.) cs,OF F`�S/1/),,�.r+ LL Z / y _ 3/8"(IN) EXPANSION JOINT(TYP.) - of 15 feet. 'C -4,,, ), re FACE OF CURB FACE OF CURB FACE OF CURB R�• Q/,9.,P DRIVEWAY SEE STANDARD PLAN F-30.10 (SEE NOTE 6) ar'�r o� LL VARIES 12"TO 24" FACE OF CURB '3 `' ' o. (SEE NOTE 7) O 7. Beyond limits shown. Pay item does not include driveway. / ,''�'lY m - VARIES 612, 7 va• w u �'� o SECTION B • E See Contract Plans. " • o _ "CEMENT CONCRETE DRIVEWAYe U 1y 10'TO 22" 1" en q .1 . ,or Z c ENTRANCE TYPE 2 PAY LIMITS y - 1w' g, C (SEE CONTRACT) 1 12"(IN)R %/ z "CEMENT CONCRETE DRIVEWAY tO CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-30.10 O 28680 O Sa O ,et2 5 1AY 1" O' ,'4 4363tif) �� m ENTRANCE TYPE 1"PAY LIMITS '� FOR RAMP LENGTHS GREATER THAN 8'-0"PROVIDE �i/+ 9'CI S TER�4 \' "_' p 1"(IN)R I �"(IN)R. 12•(IN)R 1•(114)R. 12•(IN)R ¶r, 1 STg �G1 CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. 'sS� F �' N j -c 1 TONAL m O;V'AL co m ROADWAY o • .• 1 m ROADVYAY / DI To ROADWAY °�. a ROADWAY DRIVEWAY /� �I�,emu• C • .•D D . Bad'Ed ¢� (SEE NOTE 7) �/ DRIVEWAY ' Jul 12 2016 a:26 PM1. Q O � - _ D . / // May 6 2014 3:31 PM oTh\ (SEE NOTE 7) - � /� ' CEMENT CONCRETE p 92 DRIVEWAY ENTRANCE rn u) r 62 CEMENT CONCRETE CURBS M ° ° D '•D ^ CL.4000 CONCRETE TYPES 1 2 3 8 4 Z CO F 77 ► D CL. 4000 CONCRETE t N _l D a .• > D STANDARD PLAN F-10.12.03 PER STANDARD SPEC.8-06 3 PER STANDARD SPEC.11-06.3 000 : / r 1 7 w x IY A C STANDARD PLAN F-80.10-04 o m O iL _ 8 1M" 8 1/4" SHEET 1 OF 1 SHEET / SHEET 1 OF 2 SHEETS J Q Z co, id 1 f " APPROVED FOR PUBUCATON - _� %- ,� APPROVED FOR PUBLICATION D . Z Ot co lU ,e.AIS Jun it2ota its PM _-_ // � pefQ, /[•ii c.o�w.r r - _ tatmrn,t 7`ec wiszmDznrns CO a. Q 0. c7 _ , DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT Wi WnNnpwt Se Si ISOMETRIC VIEW ISOMETRIC VIEW A��SIG"E"GI"�R te DeportmentalTrantgmMran Washington State Department of Transportation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB TYPE 1 - PAY LIMITS TYPE 2 - PAY LIMITS Ve W STANDARD PLAN F-30e10-03 - CONCRETE SIDEWALKS STANDARD PLAN F-80e10-04 - CONCRETE DRIVEWAY ENTRANCE z ,- N MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS U Q a 1.-0" 6" SIDEWALK _ SEE © 6 12" Z GROOMED VARIES 3/8"(IN) EXPANSION JOINT(TYP.) - FOR SIDE TREATMENT SIDEWALK 6 12" (SEE CONTRACT PLANS) (SEE CONTRACT) CONTRACTION FACE OF CURB FINISH (TYP.) SEE STANDARD PLAN F-30.10 1'-0' 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 12" 1' �, I z LIJ 2 0% 1/2"(IN)R.(TYP.) `. CEMENT ��o MATCH SIDEWALK WIDTH _ W ROUNDING OCONCRETE (SEE CONTRACT) `'. W 1R"(IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM- _ SEE STANDARD PLAN F-10.12 • D 1 SIDEWALK Q En �g v 2.0%MAX. . 0 2.0%MAX` 'vl A . .. 1I N CK tpv.Is•J \///Q�/\�/\� zfil ' \ "' ' / ° •1•ow)R. D • - ROADWAY �, \MAT SEEICONTRACT) WIDTH_________ "1 \ -0" VARIES 6._0" V -CC H rak h1� ' s�//,��/A ••+. � .� \([/ 1 .•D \ I 1 (SEE CONTRACT) SEERAISED EDGE PREMOLDED CURB FACE DETAIL J \ ' D . • \ / 1 I- DETAIL-THIS SHEET (IN)JOINT FIER •�y \ "\"A\"` SEE D - w i \\., y. \ - _ 3/8"(IN)EXPANSION JOINT(TYP.) - U U O I �\ \' \\\�� v " i \_ _ SEE STANDARD PLAN F-30.10 Q 1\ B NIOSHM(TYP.) w O U WITH RAISED ESE MONOLITHIC CEMENT CONCRETE \ \ OFINISHED GRADE 1"(IN) BELOW �� Q � Q TOP OF CONCRETE SURFACE CURB AND SIDEWALK 8" 6 1? 1' ", ," . `o ,. Z ^' z O z-o _ SIDEWALK, NOTE P `�� W Q 1,_0„ 1,-0„ MIN. (SEE CONTR/1bn ,,, \ N \ ,,. ,�. ,,. ,. y _ CURB FACE DETAIL ,�� Z 12'(IN) R.(IYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible 2 d z N ROUNDING CURB NOT INCLUDED IN BID ITEM- route free of vertical and horizontal obstructions. Gratings, Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION - , CO 2.0% 1 2.0%MAX SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH) ) - CO . , . sidewalk must have slip resistant surfaces, be flush with surface, and match ` J grade of the sidewalk. BUFFER STRIP(TYP.) t` (SEE NOTE 1) © 2'-6" 2'-6" CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1)-' O CEMENT CONCRETE '` (TYP.) (TYR) (SEE NOTE 3)CURB AND GUTTER SIDE SLOPE(TYP.) CURB(SEE NOTE ND E3) 5 ' P JOINT FL LED WALL OR BARRIER PLAN VIEW DRIVEWAY ENTRANCE PLAN VIEW -FILLER -J ` ADJACENT TO CURB o TYPE 3 SIDE SLOPE(TYP.) TYPE 4 (STEEP FILL SLOPES) SIDEWALK toL BROOMED FINISH(TYP.) s 12"(IN)R Cr O. © 4"(IN)WIDE SMOOTH-TROWELED CC Z ` THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE e6°•°, .1.-0" SIDEWALK 12" �, PERIMETER t` 0¢w a W.02 SLOPES 0 ALL CUT MIN. (SEE CONTRACT) U. �y y ;M 7 1 CEMENT CONCRETE CURB m ;Mg a / 12"(IN) R(TYP.) _ �,- O , (CURB AND GUTTER SHOVN� _ - _ NOT INCLUDED IN BID ITEM 0¢<'"o CURB TAN ARD PLAN IN BID ITEM- ce MATCH SIDEWALK WIDTH (SEE CONTRACT) _ (SEE CONTRACT) f3 -w� 6 2.0%MAX SEE STANDARD PLAN F-10.12 3/8"(IN) PREMOLDED SEE STANDARD PLAN F-10.12 0 12"(IN) R.(TYP.) S 1 _-� �" (SEE CONTRACT) OM Oa - JOINT FILLER m 1`I R •.. A- v \ \\ ',. ':: DRIVEWAY -� - 12" IN LIP BETWEEN ROADWAY '' 1/2" IN LIP BETWEEN ROADWAYAF `�\V \ $ m a GUTTER AND CURB OR SEE 112"(IN) R. (TYP.) a OlGUTTER AND CURB OR SEE 1P• Q 4 �\ (SEE NOTE 7). _.-_ .�� ( Tol l ( Ill 3rB"(IN)PREMOLDED \v' \\ �� _ CONTRACT) n W ,:'o s€ o CONTRACT) �W JOINT FILLER © - SIDEWALKADJACENT TO WALL DETAIL %/% : ' ' . I f 3 a ADJACENTTOCyRB \ i / SIDEWALK J DRIVEWAY =«moo BRIDGE OR PEDESTRIAN DRIVEWAY (SEE NOTE 7) 1 11P1 �aaoe RARING \ 3I8"(IN)EXPANSION JOINT(F-30. - RAMP DEPRESSED DRIVR MYP DEPRESSED i W o�� \\ // CONTRACTION JOINT SEE STANDARD PLAN F-30.10 3CURB AND GUTTER SECTION O CURB AND GUTTER ... Q :Ian IT BARRIER-SEE SIDEWALK \\� IN SIDEWALK ONLY SECTION O (SEE NOTE 3) (SEE NOTE 3) /�1/'� 2�00 CONTRACT PLANS �� W g ei Mil 4 t (SEE CONTRACT). 12„ •tn' \ f Q ilia / LEVEL ` '/EXPANSION JOINT IN BOTH QATRIC 9TT ze k'oiia / 12"(IN) R(TYP.) CURB AND SIDEWALK �C j i VT(IN)R. t.� OT us, Q R�OY WASy/ ��, a w f CURB NOT INCLUDED IN BID ITEM- •r,� FLUSH / < ___ MAX n SEE STANDARD PLAN F-10.12 D 1 W� yqe ,,moo- 9.n y�V' oy Q to 44 141,Z4 01. 101 1"(IN)R. ISOMETRIC VIEW f - "CEMENT CONCRETE DRIVEWAY 0061 VERTICAL WALL- 3I8"(IN)PREMOLDED 1 •a / ENTRANCE TYPE 3"PAY LIMITisilla "CEMENT CONCRETE DRIVEWAY d z o JOINT AND FINISH 0 7 m '� SEE DETAIL JOINT FILLER(TYP.) O ,p 34363 O ENTRANCE TYPE 4"PAY LIMIT O ,p z06eo O .� ., DETAIL A Be T� DRIVEWAY A� E'1 STERN° �: ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL ASS/ !ST6 �� (SEE NOTE 7) \ - 7' ss� EEC, ONAL Oi\AL EXTEND SIDEWALK TRANSVERSE NDCL. RD CONCRETE DRIVEWAY �� OWNER APPROVAL 3'-Il"MIN. JOINTS TO INCLUDE RAISED EDGE Barry, PER STANDARD SPEC.&06.3 (SEE NOTE 7) - - APO? Jui Icr,Scatt Ill C MEAT CONCRETE FOR SIDE TREATMENT SIDEWALK BUFFER STRIP May 6 2014 3:41 Pn1 -- - 1820167:07 AM INITIAL: SEE OTHER SIDEVWLK (SEE CONTRACT) (SEE CONTRACT) 3nr Z _ 1/6"TO 1/4" CEMENT CONCRETE ' SECTIONS (( cL.4000 CONCRETE DRIVEWAY ENTRANCE PAGE#: .4 6 2.0%MAX, 'MIN)R. SEE STANDARD PLAN F-INCLUDED IN&0.12�' ter• °,r SIDEWALK / �1 PER STANDARD SPEC.8-06.3 TYPES 1, 2, .3, 8t 4 D •• . • .,D • STANDARD PLAN F-30.10-03 �� STANDARD10 04 C 3 q o D D• D. O D • PLAN F 80 SHEET 1 OF 1 SHEET SHEET 2 OF 2 SHEETS �� - „ - APPROVED FOR PUBUCATION ♦ APPROVED FOR PUBLICATION i • • • • illi FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE RedickPao ix, SURFACE FOR PLANTING-FLUSH IF PAVED PREMOLDED ""T-"'� t'att201,I�PM n o ,, / ISOMETRIC VIEW t' ISOMETRIC VIEW &warm I 7t i61i1R22PM PAGE: JOINT FILLER a STATE xatptt e«ert� -- - TYPE 3^PAY LIMITS TYPE 4^ PAY LIMITS _ STATE DESIGN ENGINEER ADJACENT TO BUFFER STRIP OE EXPANSION JOINT © CONTRACTION JOINT ei W0°n LQ • �e D'°""'"nlT'�'0°"0r0A Washington State Department of Transportation 4 of 18 Headers Structural Calloutsv - Copyright ConstructionCale, Inc (CCI) FLOOR PLAN NOTES Default header material is Doug Fir No. 2 or better M. TRAFTON 0 PA Per Architect SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN ,!jr..x++ - . . , .'•�t� - � , r-, .,,•. ... . . . ......E ♦ • �I: �• . , . ..at DRAFTED BY „ EVERY BEDROOM AND A7 A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA 2x headers must be in tall orientation with flat 2x nailed at bottom in L" configuration * Structural Item: This item and related connectors shall be per architect % designer. 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, N REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE N Default Trimmer. use 1. 2x stud or Simpson LUC or HUC hanger. each end. 11 RD Roof Diaphragm BUILDING WIRING AND SHALL BE EQUIPPED WITHABATTERYBACKUP. SMOKE DETECTOR J. STERLING * Shear Capacity': Good for Eh= 230 plc- seismic: Eh = 322 plc- wind. Max aspect ratio = 3:1. AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. >. co Default King Stud, opening 6-feet wide and less use 1. full height stud each end (plate to plate.) * Framing: Trusses or rafters: 2x at 24" OC. max. 2 SHELF AND HANGING ROD. Default King Stud; opening wider than 6-feet. use 2. full height studs each end (plate to plate.) * Framing Connection at Support: 1/4" = 1' U.N.O. o Preferred framing members are nignlighted t(elow - Where connected to shear wall. connect per shear wall callont- top of wall. BUILT IN SHELVES. a Trimmer', each end KingStud, each - Where trusses or rafters connect to beam. use H2.5, or A34 with screws, or similar. typ. 3 I- _ At ledger- connect per ledger callont. 05-05-2020et Callout Miii, use Alt 1 min. use Alt 2 mill., use (if blank use default end (if blank use * Sheathing: 7/16 min.. OSB or CDX plywood. 4 CABINET-OWNER/CONTRACTOR TO VERIFY. above.) default above.) * , 05-11-2020 Sheathing Layout Case 1 per IBC _306._.(i) EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 20H * 2x6. "L" config 4x6 * Nailing: Use 8d at 6" edges. 12" field. 5 HIGH.SQUAEFEETIGHTMAXIMUM M"OFF MIN. MINIMUM NET EAROOFLR ALE SECTION TO BE 20'WIDE AND 24" SILL21 H ® 2x10, "L" config 2 2x8 4x8 * Blocking: Not required except at supports and at connections to shear walls below-. Q 12 FD Floor Diaphragm 6 TEMPERED GLASS 8 a22H 4x10 1-2x. or HUC * Sheathing: With joists at 24" or 19.2" OC, use min.. 24 oc rated. APA Stud-I-Floor: either 3/4" species group 1. or 7/8" species group 4. May be OSB or 5 23H ® 5.5x10.5 glulam 2 plywood. Good for 130 psf. TL C L/360 deALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE deft. ALL SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, 24H 5.5x15glulam 2 3 * 7 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE11 Sheathing: With joists at 16" OC- use min., 16 oc rated. APA Sturd-I-Floor- min.. 19/32" thick. May be OSB or plywood. Good for 245 psf TL r L%360 dCII. STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN z % EARTHQUAKE.MIN.EFFICIENCY OF 91% 9 25H ® 4x10 5.5x6 glulam 2 * Sheathing Layout: Case 1 per IBC 2306.2.1(1) F.A.U.ON 18'HIGH PLATFORM.TOP OF PLATFORM TO BE I I/8'T&G PLYWOOD. a EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8'TYPE'X'GYP.BD. NO FURNACE SHALL as) $ Beams - Orient sheets continuous over two or more spans. with the long dimension across supports. 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, 7 * Nailing: Glue- and connect with 8d ring shank nails or#9 screws- at 6" edges. 12" field. BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF 5 Default sawn material is Doug Fir No 2 or better. FURNACE. * Blocking: not required except at supports (beams) and connections to shear walls below. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF Default glulam. LVL. PSL materials - see Standard Structural Specs herein. Default LSL is 1.5E. 2.300 psi. min Fb. CONTROL VALVES6 WASTE AT WASHER. EXHAUST DUCTS SHALL NO7 EXCEED ATOTAL o 13 DD Deck Diaphragm COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF a Default wall connection: 3" bearing in pocket or on plate with min.. 2 studs below. * Decking: Use wood or composite decking per Arch.. min. actual dims: 3/4"x 3.5". 9 THE DUCT SHALL EACH 90-DEGREEBE BENDD ACED 2.5 FEET FOR EACH 45-DEGREE M N MUM 4-INCH DIAMETER EXHAUST BEND AND F5 FEET FOR a Default end post connection: LCE, ACE, E CZ, ECCO, or similar. * Decking Attachment: Use decking screws, length to ensure 2" min., embedment into framing below. SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER - Use 2 screws per deck board per framing member. At decking splices- center splice over framing inenber and use 2 screws per spliced end. MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE Default corner post connection with miter beams over: LCE4. LCE4Z. or RTC44. * PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 Blocking: not required except at support beams. C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOWES OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, e Default mid-post connection: LPCZ, PCZ, CO. or similar. 17 HD Alt 1 - Holdonn -Embedded Strap T}pe. 1 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK c, PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE n CO * Min. Capacity: Good for 2185 lb uplift. CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX e Default beam to beam connection: HU, HU , HUCQ or similar. CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY USED IN CONNECTION WITH E * HOldosyn: Ilse LSTHD8 f01'Il0 1'mn joist condition. DOMESTIC DRYER EXHAUST. 3 Connector (if blank For rim joist condition use LSTHD8RJ. callont Min., use Alt 1 min., use Alt 2 min., use Notes * Nails: Use 16. 16d to hill-height stud as follows. 1 1 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL SUCH y use default. above) AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. * Stud: Use larger of: king stud as spec'd elsewhere: or choice of 2- 2x. 3x. or 4x. 4C w 22'x 30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. LT_ 30B 3oB 6x12 5.5x9 glulam 5.5x12 GLB Alt 2 - Holdown - Bolt Type WITHFRAME OUT ACCESS HOLE TO DEPTH OF INSULATION NOT LESS THAN 1/2'PLYWOOD. COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR * E Holdown: Use HDU2. SEALED TIGHT. 0 Use min., 5.5x15, 24F-V8 glulam. Miin. backspan = 16'. This beam is the header for windows below it. If this beam * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above 13 GUARDRAIL 36'ABOVE FINISHED FLOOR STAIR HANDRAIL 36'ABOVE STAIR NOSING. U INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4'DIAMETER SPHERE TO PASS C 31 B 31B acts as wall top plate. connect studs and mullions to this beam with A35 and screws, typ. If beam bears on wall top Anchor Bolt: If wet set, use 5/8- diameter SSTB 16, or 5/8" all-thread with nut and 3" washer on embedded end. Min embedment= 12". If too long to fit in THROUGH PER I.R.C.SECTION 312.2. O plate. connect with SDS 114 x 6 g 12" max up through top plate into bottom of beam. * footing. bend 90-degrees at bottom of footing. maintain 3" cover at bottom of footing. PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N 2 14 TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N - If rotohammer. use 5/8- Titen HD or all thread epoxy. with 6 min concrete embedmellL centered in stem wall. MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 17)40B 40B 1.75x11.8 LVL may replace one floor joist 95 S Slab Q SURROUND&HEARTH MATERIAL. CO • 41B / in addition to floor ousts GARAGE FLOOR SURFACES SHALL RE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR O) 41 B 2, 1 .75x11.8 LVLs 3.5x11.8 LVL I * Subgrade: Use structural ral fill or native material, compacted to 95%relative compaction. It is strongly recommended that all stnictural fill be checked by a 15 MIN.1/8'PER 12'TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. LL D7 (n c geotechnical consultant. Z c W I. 42B CM 5.5x16.5 glulam r in nderslab Insulation: May use XPS or EPS rigid foam with min., 25 psi compressive strength under slab. If used. provide and install per insulation 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. re X 03 438 43s 1.75x11.8 LVL * manufacturer's recommendations. co z N 44B 44B 5.5x12 glulam * Slab Thickness: Use 4" min. GENERAL NOTES 5 O z O o LL 45B 45B 1.5x11.8 LVL or PSL I. * Reinforcement: Use any of the following: m D- Q nn, M - Min.. -3 rebar at 24" OC. each way. centered in slab. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 46B 46B 5.5x9 PT glulam HUC or HUCQ to 47B - - Welded wire fabric. min.. W2.9, 6"x6" (6 Ga.), centered in slab. Splices overlap 8" min. - Fibermesh per manufacturer's recommendation. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 5.5x18. 24F-V8. PT glulam. Min. ackspan = 14.5'. This beam is the header for openings below it. If this beam Helix micro rebar. min., 5 lbs. per cubic yard. VERIFY HEADER HEIGHTS WITH SUPER. 47B 478 acts as wall top plate.. connect studs and mullions to this beam with A35 and screws. typ If beam bears on wall top * U } Control Joints: Maximum recommended spacing= 8' OC, each way. This is a non-structural item and may be changed or omitted by Owner or architectural ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED Q plate, connect with SDS 1/4 x 6 @ 12" max up through top plate into bottom of beam. Connect this beam to 73P at designer. OTHERWISE. z ?� N backspan end with CS16 x 32" vertical strap. each side. centered on beam / post intersection for uplift. , * Vapor Barrier: Suggest a min., 6 mil.. plastic vapor barrier under interior slabs. This is a mom-stnutu'al item and may be changed or omitted by Owner or ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED LL W Y N OTHERWISE. QCe CO Posts architectural designer. Z DOOR SCHEDULE WINDOW SCHEDULE PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER w Default material is Doug Fir No 2 or better. .. # QTY,FLOOR SIZE WIDTH HEIGHT DESCRIPTION NUMBER QTY FLOOR SIZE WIDTH HEIGHT ,EGRESS TEMPERED DESCRIPTION DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR Z S Default bottom connection on plate: 2. FC or 2. A34 with screws. or 4. 16d face nails. Dot 1 1 3080 3s" 96" EXT.HINGE WO1 1 1 2616 30" 18" AWN - LOCATIONS. //rr�� D02 1 1 3080 36" 96" HINGE W02 1 1 2616 30" 18" AWN W V D03 1 1 3080 36" 96' HINGE W03 1 1 2616 30" 18" AWN - FRAMING NOTES -I wN �' Default bottom connection on beam: 2. FC or 2. A34 with screws. or PCZ. D04 1 1 3080 36" 96' HINGE W04 1 1 2616 30" 18' AWN U CC W D05 1 1 3080 36" 96' HINGE W05 1 1 3016 36' 18' PIC _ LL Default bottom connection on concrete: PB, or AB. or ABU, or ABW. or CBSQ Dos 1 1 2880 32" 96" HINGE W06 1 1 3040 36' 48" YES CASE. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. \ CC DO7 1 0 2468 28" 80" HINGED-DOOR P01 W07 1 1 3016 36" 18" PIC - J Y CC D08 1 1 3080 36" 96" HINGE W08 1 1 3040 36" 48" YES CASE. 0 Alternate bottom connection on concrete: #5 rebar or 5/8" all-thread. epoxy 6" min. into post butt.. and 6" min., embed in DO9 1 1 3080 36" 96" EXT.HINGE W09 1 1 4060 48" 72" PIC - COORDINATE W/MECH. &ELEC. FOR LOCATIONS&SIZES OF T 0 conc. Conc embed maybe wet set or epoxy. D10 1 1 3080 36" 96' HINGE W10 1 1 4060 48" 72" PIC FOUNDATION/SLAB/JOISTS BLOCKOUTS. LU 1 em pr D11 1 1 8080 96" 96" GARAGE W11 1 1 4060 48" 72" PIC _ N D12 1 1 3080 36" 96" HINGE W12 1 1 4016 48" 18" PIC FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 L.L Q Connector (if blank D13 1 0 3068 36" 80' HINGED-DOOR P01 W13 1 1 4016 48" 18" PIC _ SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT X 0 r Z D16 _ 1 0 3068 36" 80' HINGED-DOOR P01 W14 1 1 4016 48" 18' PIC callont Alin., use Alt 1 min., use Alt 2 mill., use Notes D17 1 0 3068 36" 80" HINGED-DOOR P01 W15 1 1 4060 48' 72^ PIC ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a N Q use default, above) 018 1 0 6068 72" 80" SLIDER-SLAB W16 1 1 4060 48" 72" PIC PRIOR TO THE FABRICATION AND INSTALLATION. Z a) _ D19 1 _ 0 16080 192• 96" GARAGE W17 1 1 4060 48" 72" PIC M D20 1 0 3068 36' 80" EXT.HINGED-DOOR E03 W18 1 1 4060 48" 72' PIC ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED 70P 0 2- 2x4 Ix4 D21 1 0 3080 36" 96' EXT.HINGED-DOOR F01 W19 1 1 12080 144" 96' YES PATIO DOOR _ BY MANUFACTURER J D22 1 0 2868 32" 80' HINGED-DOORP01 W20 1 1 2656 30" 66' CASE 71 P - 3- 2x4 2- 2x6 4x6 D23 1 0 6068 72" 80' SLIDER-SLAB _W21 1 1 2656 30" 66" _ FIX CASE W22 1 1 2656 30" 66" CASE FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE 72P C> 3- 2x6 3x6 4- 2x4 W23 1 1 3016 36" 18" AWN AND NAIL W/RING SHANK 8d's @ 6"EDGES& 12" IN THE FIELD. FACE W24 1 1 4030 48" 36" PIC GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" W25 1 1 2050 24" 60' CASE OSB OR EQUAL. sister to 71 P and connect with SDS 114X6 @ W26 1 1 2050 24" 60" CASE z z 73P 2- 2x6 12" W27 1 0 3056 36" 66" CASE PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST O W28 1 0 4056 48" 66" FIX CASE LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o°W W291 0 305636" 6 _ YES CASE FLOORHOLDOWNLOCATIONS. .1 "-°° W30 1 0 _ 30500 36" 60" CASE. awg� W31 1 0 3050 36" _60" FIX PIC anus" W32 1 0 3050 36" 60" YES CASE PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING 3 a= S¢ 6,n O W33 1 0 30410 36" 58" YES CASE LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. „��xm ,N«W • ALL CONNECTIONS TO BE SIMPSON OR EQUAL. D fill; WINDOW FLASHING INSTALLATION INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "€g o CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM U W W STEP # 3 STEP # 2 I j STEP # 1 CONNECTIONS. I- ; �_ °�W=LL �awop oo=w= F zzan 2W <6 1" Minimum o-�� D°(S°U Et wFZ2 WPt NOTE: VERIFY ALL HEADER 11 HEIGHTS WITH SUPERVISOR PLAN AREAS � �° 1-01 NOTE: CONSTRUCTION AND APPLIANCES MAIN FLOOR 1 ,874 SQ.FT. °�o ` TO COMPLY WITH ENERGY CREDITS TAKEN STEP A- '- , : .. ENERGY CREDIT 1 a �-INSTALL TYVEK HOUSE WRAP ji. 1I EFFICIENT BUILDING ENVELOPE of w•il ' O BASEMENT 985 SQ.FT. OWNER APPROVAL WINDOWS: U=028 ' R 0 FLOOR: = R-38 INSULATION , I'. 'b� TOTAL LIVING AREA: INITIAL: I i STEP B - I , -SLAB ON GRADE - R-10 ENTIRE SLAB 1 - ' 2,859 SQ.FT. I '��INSTALL TYVEK TAPE + + // STEP A- ENERGY CREDIT 2a S 1 � _ PAGE#: AIR LEAKAGE CONTROL&EFFICIENT VENTILATION GARAGE 555+331=886 SQ.FT. .ftct • ��INSTALL TYVEK APRON BELOW -AIR LEAKAGE: 3.0 AIR CHANGES PER HOUR J WINDOW SILL WHOLE HOUSE FAN PER SECTION M1507.3 C�/l/Zo ENTRY 73 SQ.FT. AO I� In ENERGY CREDIT 3a Qrlly a) STEP B - HIGH EFFICIENCY HVAC EQUIPMENT COVERED DECK 112 SQ.FT. INSTALL VYCOR ACROSS WINDOW SILL -GAS FIRED, PROPANE, OR OIL FIRED BOILER E,,t IA1fi6WT 5E4 PAGE: - WITH MINIMUM AFUE OR 94%. i5 Fan_ Sie.1.2CTIL. OPEN DECK 49 SQ.FT. STEP C - ENERGY CREDIT Sc =T£A.i,s oN,.y . 5 of 1 c STEP A- INSTALL WINDOW & 4" VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS EFFICIENT WATER HEATING PATIO 161 SQ.FT. - GAS FIRED, PROPANE, WITH MINIMUM EF OF 91%. GENERAL NOTES M. TRAFTON ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. -- 0 N J ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. STERLING "- - 14'-0• --, 10-0" - 10'-0" - 24'-0" - VERIFY HEADER HEIGHTS WITH SUPER. m 5 ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED 1/4" = 1 U.N.O. OTHERWISE. 0 5 r ALL INTERIOR WALLS ARE 2 x 4-16"O.C. STUDS, UNLESS NOTED a �- 1 I r NI OTHERWISE. z N N I / \ {.- 74. 0 05-05-2020 cc L— _ -_ PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER a I- �/( �� 1 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR — —I I LOCATIONS. 05-11-2020 r— r - FOUNDATION NOTES s ALL FOUNDATION FOOTINGS TO BE 18"BELOW GRADE @ FROST DEPTH. t CRAWLSPACE ACCESS 24'X 30"MIN. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 1 CRAWLSPACE VENTILATION CRAWLSPACE 1 I FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. a CRAWLSPACE 1 AREA: 158 SQ.FT. 158/150=1.05 SQ.FT.OF VENT IS REQUIRED, in _ m FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. L. CZ7 (2)6X16 VENTS w (n S N 4 FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. W } CRAWLSPACE 2 AREA: 207 SQ.FT. 75\ \ 3\ " ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. 0 1 207/150=1.38 SQ.FT.OF VENT IS REQUIRED, 8 (3)6X16 VENTS \A2\ A2/ BUCKOUT FOR y o GARAGE DOOR USING 6 X 16 FOUNDATION VENTS PROVIDES a .66 SF VENTING AREA.ONE SUCH VENTILATING �-4'-0"— S OPENING SHALL BE WITHIN 3 FEET OF EACH 3'-0' is iBX24 X40 CONCRETE E CORNER OF THE BUILDING. 2015 IRC-R408.1 PILLAR WI CHAMFERED TOP h— --r- 5 7 8 N FINAL LOCATIONS OF FOUNDATION VENTS TO a CUSTOM BRACKET(B/A7) ,_� 2 `I �^n� — — - r — \/t.�y , Lt C Q m 30 X 38 FOOTING-SEE 2/AB �` /"1L /"1L BE DETERMINED ON SITE. &IT. ` — _ _ _ _ I A (IT5 1 4I — _ _ _ ► 1 A2 - - J 5 L I a A2 A2 1:3 + s 4 I I m r— — —l— I r I I CWICRETE v, I kr I °' FOOTING — w i 18 X 24 X 40 CONCRETE , iI r _ a PILLAR W/CHAMFERED TOP II/�r/ W F.CUSTOM BRACKET(B/Al) 1_2'$_+{ 6 I �, I f s \ 17H D J 30 X38 FOOTING-SEE 2/A8 r r— ", 6'-0 .4 - 4,81 N I I1�\ LT ENI I I �� — V — I D-0 114 14 C �---3-0' 10-0' I ' 4'-8" 0 r 'C. 4'-0 J \I N 2 n DO to a1 \ 1 011 6 C —2'-101/2" ' 8-3 - I 2'-101f2'+ q ► lam-/ �� Q 24 +I ro II I u_ O) s- 0) I I 106' I m m U Mq) I— BUCKOUT FOR f , Hs " L— i r GARAGE DOOR I o m W O o co i- ( 7\ r n o co0 W N U) A^ II''^' 8•X 16•CONC ETE FOOTING vci j A2 / 5 I I— 1 Z 5 Q 0�., up r � I �s ICI I \A2y IX rt b 1 I I b \5\ ( s 1 W • ► Az U } ., \ �� ® © r � r- -'- - I Q I _ ram z N I I r �\ Z QQc) 4 CRAWLSPACE 2 - 10'-8• - 14• 3'-0' � - W-6" a 5-° 17HD Z kr 0 N 4 W 1._., I— a c " Z CD o z W 0 p ern r-T m = " Ct E I- I U 14 1A-I 1'-1" m W = U 0 W I cs C7 O i Q � Q No �6� w o5I1 r Z 1_53 �\ FQ \� I 117HD Q_ CV z M L - - - oN L 1— i I m / 5� m \5 r^ 1 m2)L �� cAL _ - -II7 N F , ~3d• aS • • 3YIN10•FTG zoo s • W/4,#4E.W. 7 zos L YE 14'-0" 10'-0" Q u o z 3 Z gh r 24.-0" ..i 56-0" 2T-0" - - 5'-0" 5-0" - J 3k�°z,=-a'a� mo CL €i w a�w� FOUNDATION AND RETAINING WALLS. Z Siii -ALL SLABS ARE 95S i' n'g @ -FOUNDATIONS ARE OPA EXCEPT AS NOTED O =g�. �FNFS 9,, iO4 zaaaO 36 X 36 X 18 CONCRETE H HIP PILLAR WI CHAMFERED TOP k„p o a o r z &CUSTOM BRACKET tD/AD - I- yI �•i ML S a6X 30 X48 FOOTING PAD �" \ r ��,� 1 T 0 W;z=1 / -. II x•r.rein a N U Z» t if ans u,6 0Z ggzz i too ¢ �u L' PILLAR: MATS 1{0 a„ ""�k ozoz �9'MAX,E.W.TM °' 6 0 za • PLAN AREAS oe' TOP SIDE PLATE MAIN FLOOR 1 ,874 SQ.FT. 2 3" • --3" OSCA SCALE 1"= , . . WAR �� stark 1 ,>, • J BASEMENT 985 SQ.FT. OWNER APPROVAL — c , 51/7 x 1 „ 512 x 12"GLB COLUMN • Stvaie:Use su octural fill or native nnteriaL compacted to 95?i"relative compaction.It is strongly recommended that all structural fill be checked by a ry 1. it%�' ,t 1r , TOTAL LIVING AREA: 2,859 SQ.FT. INITIAL: $ �v:a'1 g USenii Ruinica:May use XPS or EPS rigid foam with min..25 psi compressive nigh under slab.If used provide and install per insulation /' ,.►/ - - PAGE#: °` mmadaetttreesrec>mmendations' S73a9 GARAGE - - -__- 555+331=886 SQ.FT. FOOliNGS: td W P 'MITI! '�� • SrI Thickness:Use 4"min. e•MAX,E.W.TVP r son'` v. � I t I 8 * Reinfo centeat:Use of the fol lowing: Mowing: b,.•-` is 4 I 1 $ sces - Min.-#3 rebar m 24"OC.each way,centered in slab. �i�r117 o ENTRY 73 SQ.FT. �� • \\ • x. I j ,T,u - Welded wire fabric,min.,W2.9.6'k6"(6 Ga.).teetered in slab.Splices overlap 8"min _ - pibermeshpermam�eturefsrecom°endation COVERED DECK 112 SQ.FT. mscxr j msrxr - Helix micro reber.min..Slbs.per cubic yard. rr 1 PAGE: - saxxt i HEADED STUDS • Control Joists:Maximum recommended spacing=S'OC.each way.This is anon.4animal item and any be changed or omitted by Owner or architectural 6 44 LMEER S SE4&. �r=' "r t„ ,x. designer. Is Fart 574.Jcs't. OPEN DECK 49 SQ.FT. 'x "a, "" °"'" un • Vapor Barrier:Suggest a min..6 mil..plastic vapor barrier der interior slabs.This is a non-structural item and may be changed or omitted by Owner or © - -------- --. ------ -- -- TOP SIDE PLATE CONNECTION 0r RIGHT POST BASE TO COLUMN CONNECTION ruchttectoral designer. 'IT£M.S ON�Y . PATIO 161 SQ.FT. SCALE= 1"=1' SCALE=1"=1' DESIGNED Bt M. TRAFTON / �4 —SIDING MATERIAL o SIDING MATERIAL - BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION SIDI OSB BRACED RETAINING WALL - TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION IDI OSB J. STERLING �/ 1/2" SHEETROCK 1/2" SHEETROCK 4, NAILS OR SCREWS 3/4" SUBFLOOR m 2" OC. STGGD A B C D E F G V W X Y Z A B C D E F G V W X Y Z 3/4" SUBFLOOR _OPTIONAL 4"SLAB 1/4" = 1' U.N.O. (GARAGE,PATIO) JO NAILS IN BLOCKING I -w FLOOR JOISTS LENGTH FLOOR JOISTS 05-05-2020 LENGTH / (JOISTS PARRALLEL ONLY) OF VERT. VERTICAL HORIZ. FOOTING FOOTING L7 ' F T �+ N RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCKRHEIGHT WALL FOOTING FO IGHT ICKN ASP CIN BOLT BLOCK OF VERT. VERTICAL RHORIZ.EBAR FOOTING FOOTING 3 .ONLY G HEIGHT POSITION WIDE H HEIGHT THICKNESS SPACING SPACING REBAR Q REBAR REBAR TRANSV. CONT. HEIGHT POSITION WIDTH HEIGHT TFICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV. CONT iBOT.LBEND ,, REQ IFAi4' / OPTIONAL 4"SLAB BOT.L BEND d 05-11-2020 �•�_ J (GARAGE,PATIO) Z a F * SIMPSON HANGER Ow , „ 6" 6" 72" NOT 6" " x o _ \ w 0' - 4' CENTERED 1 8" 6" 6" 72" NOT 6" #4 @ 24" #4 @ 24" N/A (2) #4 1F JOISTS PARAI I FI E O 5 O - 4 CENTERED 1$ NOT #� @ 24 #4 @ 24 N/A (2) #4 JF JOISTS PARAI)FI INSTALL"G"BLOCKING I U -INSTALL"G'BLOCKING IN(2)BAYS. �/�� w 4' 1 "- 6' 5" 24" 8" 6" 56" 48" 6" #4 @ 24^ #4 @ 24^ #4 @ 24^ (2) # 4 3COTHRUNSUIBFLOOR •• A = 030 IN(2)BAYS. W --. ` U' -, 4' 1 "- 6' 5" 24" 8" 6" 56" 48" 6" #1 @ 24" #4 @ 24" #4 @ 24" (2) # 4 SCREWS OR NAILS Z ik 3"O.C.THRU SUBFLOOR E A = r ~ ~ —� 18"MIN. J UBELOW GRADE LL BELOW GRADE m 6' 1 „ - $' 6" 32" 1 0" 8" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) #4 X I o o 6' 1 ° - $, 6" 32" 10" 8" 28" 28" 8" #4 @ 16" #4 @ 18" #4 @ 16" (3) #4 X w N �I7 ' 4"TIGHTLINE Q N = z 8' 1" - 10' 8" 42" 10" 8" 18" 18" 8" #5 @ 14" #5 18" #5 14" 4'TIGHTLINE J g 8' „ 10' 42" " " " I o s @ @ (4) # 4 1 X 4 P.T.EXPANSION JNT. �' O EXT WALLS ONLY Q Z 1 - 8" 10" 8" 18" 18" 8" #5 @ 14 #5 @ 18 #5 @ 14 (4) #4 1 X 4 P.T.EXPANSION JNT EXT.WALLS ONLY Z 0 W a 0 o 1 _ LL CONDITIONED AREA SLAB I > RCO CONDITIONED AREA SLAB w 8 - Q ON GRADE Y MIN LAP SPLICE=24" w ON GRADE Y MIN LAP SPLICE=24" z I o 111 0 GENERAL NOTES: NOTE #1 '1�� B w GENERAL NOTES: NOTE #1 SLAB OR FILL-SEE OTE#1'1��iJBt D $ LAB OR FILL-SEE •TE#1 CO - m * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN _l N * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN Elnilleall NO SLAB IS NEEDED. R-10 FOAM D NO SLAB IS NEEDED. R-10 FOAM �® W/10 MIL VB _ DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. W/10 MIL VB _ DRAIN ROCK El * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. UNDER,MIN. O 4"PERF. UNDER,MIN. i • 4"PERF. *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6 MILL VB (EXT.WALLS ONLY) *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6 MILL VB O (FACT.WALLS ONLY IF NO SLAB 1 C V "I * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IF NO SLAB ;a * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' -a' NONE o' -a' NONE Jr C V �r " * REBAR MINIMUM GRADE 60. REBAR MINIMUM GRADE 60. E 5'-6' 12" TOE HEEL * 5' -6' 12" TOE HEEL �+ A * CONCRETE MINIMUM fc 2500 psi 7'-8' 18" *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi 7'-8' 18" *ASSUMED SOIL BEARING PRESSURE: 2,000 PSFW i **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10' 24" NOT TO SCALE **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10' 24" NOT TO SCALE LB LL �\ " SIDING MATERIAL iTh4 / WITHIN NO O12" • j SIDING SMATERIAL 2 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM „ 7/16 OSB o RETAINING WALL - WALL HAS FILL ON INSIDE 7/16 12 MIN. 1 X 4 P.T.EXPANSION JNT. I 2 X 6 WALL PONY WALL o 2 X 6 WALL (-7,A B C D E F G V W X Y Z -BASEMENT PERIMETER A B C D E F G V W X Y Z co a) a N ABOVE GRADE AREAS ` >Q> a -CONDITIONED AREA SLAB �� F > 3 ON GRADE Fis.LENGTH 4"SLAB LENGTH 6" MIN. z ' W r .n b RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING Z Cr) W CO -O UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING _ - w REBAR CO REBAR REBAR TRANSV. CONT. c. Xii- N- , HEIGHT POSITION REBAR REBAR REBAR TRANSV. CONT. _ d - - 1 p HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING WIDTH HEIGHT THICKNESS SPACING" SPACING �� BOT LBEND o W m o IL C N BOT.L BEND 4a r „ SEE NOT ^ " WR10 MIOAML VB R-10 FOAM • ME w 0' - 4' CENTERED 1 $" 6" 6" SHEARWALL REQUIRED SEE NOT 6" #4 @ 24" #4 @ 24" N/A (2) # 4 E O33 O - 4 CENTERED 1 $ 6" 6" SEE REQUIRED 6" #4 @ 24 #4 @ 24 N/A (2) # 4 _ H r m a < n= M 3 3 UNDER,MIN. 24"MIN. H, 'm W o w I D p �+ 4' 1 "- 6' 3" 24" SEE NOT 6" #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 A w g 4, 1 6, 5 24" �7n 6n SHEARWALL REQUIRED 11,r #4 @ 18" #4 @ 24" #4 @ 18" (3) # 4 •• • 4"TIGHTLINE = N 8" V SHEARWALL REQUIRED ` W „ I a -- J ZQ w _ r 6" 36" 10" 8" SEE Nor 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) #4 IS J ° 6' 1" - $' 7 36" 10" 8" SEE NOT 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 A >a a 6' 1" $ `� SHEARWALL REQUIRED Q Q SHEARWALL REQUIRED 018"MIN. X X BELOW GRADE Q z j r 8' 1" - 10' 8" 48" 10" 8" SEE NOT8" #5 9" #5 18" #5 9" (4) # 5 I U. 8' 1" - 10' 8" 48" 10" 8" SEE Nor $�� #5 @ 9" #5 @ 18" #5 @ 9" (4) # 5 1 X 4 P.T.EXPANSION JNT. I Z O ` �J N //�,� SHEARWALL REQUIRED Y CLR. @ @ L: Y CLR MIN LAP SPLI• =24' w R-10 @: 0 SHEARWALL REQUIRED SCREENED2"PVC co -CONDITIONED AREA SLAB W LL CO WEEP HOLES 6'O.C. ON GRADE .I MIN LAP SPLICE=24" u) Z 0 Q 0) s. Z Y1— —4- . B CDw Z Y B 1U'1MI�N.LFOR GENERAL NOTES: NOTE #1 SLAB OR FILL-SEE OTE#1 GENERAL NOTES: lI4øTITLIlMIN 1I i W (� * COLUMNS C, D, E, W, • • * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN CRAWLSPACE WHEN _= U N Q W R-10 FOAM LL X, Y, Z, ARE MINIMUMS. MAY USE GREATER. NO SLAB IS NEEDED. W/10 MIL VB DRAIN ROCK * G, ARE MAXIMUMS. MAY LESS. D DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. UNDER,MIN. • D PERF. 2 J 2 ~ COLUMNS F, * O 4'PERF. *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6 MILL VB O W ASSUMED SOIL BEARING PRESSURE: 2,000 PSF * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. C V * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. IF No SLAB V W = (� 0' -4' NONE (� * REBAR MINIMUM GRADE 60. TOE HEEL * REBAR MINIMUM GRADE 60. 5'-6' 12" TOE C HEEL 0 Q cc Z 7'- 8' 18" � 0r * CONCRETE MINIMUM fc 2500 psi *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF CONCRETE MINIMUM fc 2500 psi ASSUMED SOIL BEARING PRESSURE: 2,000 PSF Il N Q **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9'- 10' 24" z NOT TO SCALE Cr) NOT TO SCALE )1 1 .\.7 6 X 6 P.T. POST J CASE 1 SIDING MATERIAL CASE 2 —� SIDING MATERIAL 1/4" X 3 1/2" DRIVE 12" SONO-TUBE - 4' MAX RETAINED - CENTERED REBAR NO FLOOR Ii R-21 INSULATION " RAWL 48" 0.C. wABU66 POST BASE RETAINING WALL 7/16 OSB 7/16 OSB 2 X WALL o -� \ WITHIN 12" 1/2" SHEETROCK 2 X TREATED PLATE 1 (4) GRADE 40 1 X 4 P.T. EXPANSION JNT. R-21 INSULATION 1 R-10@: 2 X 6 WALL 3/4" SUBFLOOR R-1og: N (WHERE NEEDED) #4 REBAR in =ooi P vi -BASEMENT PERIMETER �! -CONDITIONED AREA SLAB 1/2" SHEETROCK -sas A B C D E F G V W X Y Z ABOVE GRADE AREAS ON GRADE VERT. HOOKS + U"- O -ONGRAONEDAREASLAB �.� 4 - - W ao= ON GRADE F FLOOR JOISTS 4 , _ m L Q = ova LENGTH 4'SLAB , 1 // , r ,r (4) GRADE 40 igifi_ggo UNBALANCED WALL FOOTING OF VERT. VERTICAL HORIZ. FOOTING FOOTING b - \ w I Z 1 _O /- = �xm FOOTING WALL ANCHOR BOLT BLOCK REBAR TRANSV. CONT. - 8 �� O O . #4 REBAR E.W. w g-- o HEIGHT POSITION HEIGHT THICKNESS SPACING" SPACING REBAR REBAR 'II • / - / 'MR WIDTH BOT. L BEND - - A / O R-10 FOAM Q $�zzn �— 1- �J / W/10 MIL VB OD �/ w�°; 0 /�� 7 UNDER,MIN. r Y . • • MP R-10 FOAM R-10 FOAM • E F < R-10 FOAM 16" Co "a = 0' 4' „ 6" 6" NOT ~o - CENTERED 1$ SEE 6" #4 @ 24" #4 @ 24" N/A (2) # 4 W/10 MIL VB (APE"BASEMENT w ( ) wise w/1oMILve 2 GRADE z €ww" SHEARWALL REQUIRED UNDER,MIN. ABOVE GRADE AREAS) id YY ' W • C UNDE #4 REBAR 24"MIN• ' _ MAY VARY-PER PLAN O pz o zLTJ E i i ? sa=wa I o CRAWLSPACE -- 18 M;N = g (6) THICKENED FOOTING POST FOOTING Q g=g=9J -0ooX o BELOW GRADE w oSCALE. 1" = 1' SCALE: 1" = 1' 0 oso�l X ==�a I D O E T.WALS _ ¢ z 6 e29Ego w 1 X 4 P.T.EXPANSION JNT. EXT,WALLS ONLY SCREENED 2"PVC CENTER MIN LAP SPLICE=24" co R-10�: I� Q 0 -�----GARAGE DOOR D 000=� ZUF BUCK OUT FOR GARAGE DOOR -CONDI17pNED AREA SLAB MIN LAP SPLICE=24" > LL • w 9 WEEP HOLES 6'O.C. ON GRADEy / 4" CONC. SLAB OVER 6 of W,►�" •0 _<_� Y Oa•nGHTLME I Z Y MIL VAPOR BARRIER ON �1 ' LL. ._ z B '� B GRANULAR FILL �` GENERAL NOTES: �r LAB OR FILL-SEE NOTE#1 �' r * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. • - OWNER APPROVAL D lawn__ DRAIN ROCK ins=___ DRAIN ROCK //*ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSFW/10 MILVB o O 4'PERF. UNDER,MM. 4'PERF. (2) GRADE 40 INITIAL: * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 6 MILL VB O (Exr.WALLS oNLn • / #4 REBAR ' �ilil� PAGE#: * REBAR MINIMUM GRADE 40. C V 4 IFNOSLAB 1 C VJr bat aortae i * CONCRETE MINIMUM fc 2500 psi TOE HEEL TOE HEEL /7 TYPICAL FOUNDATION WALL �, w Ea's ,4� **ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF *ASSUMED SOIL BEARING PRESSURE: 2,000 PSF @ GARAGE DOOR is sre 56 I SCALE: 1" = 1' ?T£µs Or4 LA. . PAGE: NOT TO SCALE NOT TO SCALE 4 ' - Structural Cabehe-Copyright ConstrartionCak,Lac«Cut FLOOR PLAN NOTES 0 PA Per Architect ' M. TRAFTON 1/2" SHEETROCK * Structural Item:This item and related correctors shall be per architect/designer. 4 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN • 11 RD RooT Diaphragm AH EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, m [ 8" CONCRETE WALL * Shear Capacity:Good for Eh=''_30 pif-seismic:Eh=322 plf-wind.Max aspect ratio=3:1. 1 REQUIRED SMOKE DETECTORS SHALL RECENE THEIR PRIMARY POWER FROM THE N • Framing:Trffisesorrafter:2xat24'OC.max. BUILDING WIRING AND SHALL BE EQUIPPED WITHABATTERYBACKUP. SMOKE DEFECTOR J. STERLING / R 21 INSULATION • Framing Connection at Support: // Where connected to shear wall.connect per shear wall callort-top of wall. AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. 2 X 4 WALL @ 6" FROM CONCRETE Where trusses or rafters connect to ben use H2.5.or A34 with screws,or similar.typ. - 2 3 ✓ BUILT OUT ONLY IN FINISHED AREAS - At ledger.`onnect per lever callmm. 34'-0• SHELF AND HANGING ROD. m [ / * Sheathing:'/l6"min..OSB or CDX plywood. 1/4" = 1' U.N.O. O 10'-0• 2W-0• 5 _ 0. 6" • Sheathng Layout:Case 1IBC 2306.2. 1 V• 1/2" WEDGE ANCHOR 48" O.C. g:• required except sell. q t1$' I 1r•I' per ( ) • Nailing:Use 8d at 6"edges. l2"field. 1 } t- - _-- --- _ -.- _ 4 1 1 3 BUILT IN SHELVES. o Blocking:Not excc at s and at connections to shear wale below. - ~ 2 X BORATE TREATED PLATE p • § 05-05-2020 Z 12 FD Floor Diaphragm tv K 4 • Sheathing:With joists at 24"or 19.2"OC.use min..24 oc rated. APA Stmd-I-Floor.either 3/4"species group L or 7/8"species group 4.May be OSB or 4 --. n . , , plywood.Good for 130 psi TL L/360 dell. - CABINET-OWNER/CONTRACTOR TO VERIFY. 05-11-2020 • • Sheaddag:Witb joists at 16"OC.use min.16 oc rated. APA SMd-I-Floor.min..19/32"thick.May be OSB or plywood.Good for 245 psiTL r 1/360 deft. • - - - • 5 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24' TYPICAL FURRED OUT ` Sbeathfag Layout:Case l per BC 306.2.1(1) , HIGH. SILL HEIGHT MAXIMUM 44-OFF FLOOR. - Orient sheets continuous over two or more spans.with the long dimension across supports. WALL IN BASEMENT • Nailing:Glue.and connect with Sd ring shank nails or*9 screws.at 6"edges.12"field. e * Blocking:not required except at supports(beams)and connections to shear walls below. 6 TEMPERED GLASS I5. SCALE: 3/4" = 1' is DD DeckDecking:Us • Decking:Use wood or composite decking per Arch..min.actual dims:3/4"x 3 S^, ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE * Decking Attachment:Use decking screws.length to ensure 2"min..embedment into framing below. INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES - Use 2 screws per deck board per framing member.At decking splices.center splice over framing member and me 2 screws per spliced end. RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE o STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN • Blocking:not required except p support beams. m Z o o EARTHQUAKE.MIN.EFFICIENCY OF 91% 17 HD Alt 1-Holdow'n-Embedded Strap Type. Uri w Cr ta • Min.Capacity:Good for 2185 lb uplift. C RAW LS PAC E m c' FA.U.ON 18'HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8'T 8 G PLYWOOD. (n • Holdowa:Use CSTT-IDS for m rim joist condition. 132 SQ FT W o N EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE'X'GYP.BD. NO FURNACE SHALL 11,DLLl a w 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, 0 @ For rim joist condition use LSTHD810. GARAGE p BATHROOM,OR CLOSET. PROVIDE AT I FAST 30'OF WORKING SPACE IN FRONT OF a • Nabs:Use 16.16d to full-height stud as follows. 518 SQ FT o FURNACE. • Sled:Use larger of:king stud as spec'd elsewhere:or choice of 2-2x.3s or 4x. 8 V CEILING PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF A 2-HoldownHle-Bolt Type _ 9.- . Holden:Use HDU2. 20 15 CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL * Lags:Use 6 SDS 1/4 x 2.5 to full-height stud per above 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF a M(3 Anchor Bolt:If wet set.use 5/8'-diameter SSTB16.or 5/8"all-thread with nut and 3"washer on Min end. n embedment=12".If too long to fit in THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH E BEND AND 5 FEET FOR EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETERER EXHAUST DUCT OF a * footing.bend 90-degrees at bottom of footing.maintain 3"cover at bottom of footing. SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. a - If rotohammer.use 5/8-Titea HD or all thread&epoxy,with 6"min concrete embedment centered in stem wall. TYPICAL HEADER F RAM I N G 95 S Slab MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE PROVSebum de:Use structural fill or native material.compacted to 95°6 relative compaction.It is strongly recommended that all structural fill be checked by a _ C.F.M.0 AND WITH A MECHANICALE FAN CONNECTED TO THE OUTSIDE CAPABLE IN 50 'd zeotechnical consultant. I T L 1 OR ON OPENING INTO NOT TERMINATE CLOSERUTHAN 3 FEET 4INCH S. DRYEER WITCHE HEADER LESS THAN 5' \ A DBATHFAN TO BESE A A E VENE DUCT SIZEUT IMCHE5. OL DUCT KITCHEN, e Umderslab Insulation:May use XPS or EPS rigid foam with min..25psi compressive strength render slab.If aced,provide and install per insulation Cri AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK €j PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE V manufacturer's recommendations. . 1•-0' N CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX SI C CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 8 * Slab Thickness:Use 4"nun. a IL IL I * Reinforcement:Use any of the following:- " . 1.1 16 '- I. DOMESTIC DRYER EXHAUST. , J UI) g Min..=3 rebar at 24"OC.each way.centered in slab. - 6-8" - 5-0 12' I 5.3' I- 13-0 12' 7-0• - r • Welded wire fabric.mid.W2.9.6"a6"(6 Ga.).centered in slab.Splices overlap 8"min. - , I D20 3068 y • AIL` WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL.SUCH y \ h 11 ASACLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. m - Fibennesh per manufacturer's recommendation. - 'Viii Helix micro rebar.min..5 lbs.per cubic yard. 6.7 7 - p i "A - I �- 17HD • Control Joints:Maximum recommended spacing=8'OC.each way.This is a non-structural item and maybe changed or omitted by Owner or architectural eu 8 �/I iv 1,-0„ 22'x 30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. IL HEADER LESS THAN 5' WH -ntl �j i N l 3 NT 2^,0._ 1 /] FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/r PLYWOOD. designer. q 111 L • Vapor Barrier:Suggest a min..6 mil..plastic vapor tamer tender interior slabs.This is a nod-smuctrral item and may be changed or omitted by Oaoer m }� g-0- ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR O m w - SEALED TIGHT. O architectural designer. 1 U GUARDRAIL 36•ABOVE FINISHED FLOOR.STAIR HANDRAIL 36'ABOVE STAIR NOSING. U (1)KING STUD FROM I I l - I ® m 13 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4'DIAMETER SPHERE TO PASS C TOP PLATE TO • LJ o I I I , 2,H n M THROUGH PER I.R.C.SECTION 312.2. BOTTOM PLATE • co r U I w PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR N 2 • (1)TRIMMER 6-, I I I I a -'? TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO N in' 4 I ,; to o • 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE W '�' f, 0'•e' 4 1 ', J 11\i I A it �^y Q Ili SURROUND&HEARTH MATERIAL. C y/ r¢. O U 4D `? ® LL 5 GARAGE FLOOR SURFACES SHALL BE MIN.4'CONCRETE. SLOPE CONCRETE FLOOR o I I o a 1 cJ MIN.1/8"PER 12'TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. 0 W - N v g UP I LIVING § z H c 1� c S AIR `•i m 368 SQ FT w !b 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. W O O m t �J Hearten 9 75 SO =T Default Header material hs Doug Fir No.2 or barer -� 9 CEILING m ___ .r.+ Q . m U kii °' 2� ckL) 10 2x headers must be in tall onentaton wth Men 2x nailed at bottom in"L"configuration d • I -� .Liv<INu vsALL 8'DROPPED CEILING Q J Q Q N S 3'A' 0• •-"4' GENERAL NOTES w oz = 52 Default Trimmer.use 1 2x stud or Simpson LUC or HUG hanger.each end. ® m a Q H. Default King Stud,opening 6-Mt wide and Nag use 1.full height stud each end(Mete to plate) / r 6 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. HEADER MORE THAN 5' Default Kira Stud.opening wider then Meet,use 2.ful height MIAs each end(plate to plate) ` -Preferred framing members are tgiagteed below b BATH Trimmer. end IJug Stud.each _ 4 CJ 10 60 SQ F Cl !le fallout Mid.use Alt 1 mid.use Alt 2 mitt..be (if blank use eachendefault cad(if blank use to (``lob ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. above.) default above.) in ��•. \ 'CEILING a VERIFY HEADER HEIGHTS WITH SUPER. W V \` / 9-112' 412' 4'4' - 10'4' S-0• 20H 8 2x6."L•conng 4x8 VV 21H 2xio."L"coneg z-zx8 4xa ' ) ��q ,i ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED 22H I exit) 1-2x.or HUG - - --- ' ¢�] J ,R D21 3080 • OTHERWISE. Z N I HEADER MORE THAN 5' 2 n 55.5x15 5 15 gg�m 2 3 2 w 6 21 H 4 2 CLOSET FT C LL ain 2 c CLOSET I �' OL11 0'-11• = ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED O N 25H 4110 5.5x6 glulem 2 p,U m mar. _ z t: - 17HD Z ro za SO FT °T O ut z 2 I iN OTHERWISE. QCt CC) Beams rc ■ ,_U166068= (2)KING STUDS �, �Dza sos6---��` - - Q 1 j o m - _ PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER H EL Q ( a o DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR z W FROM TOP PLATE TO -• L7 Dater[sawn materiel is Doug Fir No 2 or bolter. l Js CO , BOTTOM PLATE oeNhr glumfk.LVL PSL materials-see Standard Sbucturel Specs harem.Defew LSL s 1.5E.2.300 psi.tam Fb. C RAW LS PAC E ,.,6 O :\ • (1)TRIMMER Defaut ad connection:3"beering in pocket or on plate with min..2 studs below. 207 SQ FT LOCATIONS. u w' Defect end post conac6on:LCE.ACE.EPCZ. ECCO.m senior m 4 �_ In 0 //'� 1 _ 27 M � FRAMING NOTES _Default comer post conaeton weh mitered beams Doer LCE4.LGE4Z.or RTC<A. v o J V/ • Debut mid-post connection'.LPCZ,PCZ,CCO,or smiar U co Et F- Defaut beam to beam connection:HU.HUG.H11C0 or similar. t I EX REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. Y PATIO c' Connector(if blank �- 1f-212' �- 10-012' u�i § 157 SQ FT - m COORDINATE W/MECH. &ELEC. FOR LOCATIONS&SIZES OF V 0 0 C Wont Mt,.,use All 1 anal..use Ah 2 mN.,me use default_above) Notes 7A 12' 2'�12' 21 xov FOUNDATION/SLAB/JOISTS BLOCKOUTS. w 0 U t \I\ 306 In 6x12 5.5h9 guiem 55x12 OLDI ?� -e7 .BEDROOM 1 BEDROOM 2 • tu-b Q Q Use min_5.5x15.24F-VMgrMn.11gm.bxa>yenm=lB'.Tnhs been cam Meador for wagers Debwalt this beam 145 SQ FT 142 SQ FT m FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 0 316 ten acts�wallop pefa,cpmue[t studs and nmfonsipauLcmmnwimABradurews.typ.6omn bears on rat top 9, ,G grxYmNG ® 0 4 • SCHEMATIC DESIGN ONLY MANUFACTURER SHALL PROVIDE AND SUBMIT Q r Z Wee.conMrmsOst4x8Q12mmwtt•ognbpdaloabbelbmWbeaa mo ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a N Q 400 7.75xtt.3LVL they replace one floorphsl to 4 4 " - I , HD PRIOR TO THE FABRICATION AND INSTALLATION. Z WINDOW W/ 6" POST „6 2 ,75x,,.MLVLS ,St ineddeontofloorjoists m 5 o M 426 p 5.5'16.5grrlem ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED J 436 xm 1 7501.8 LVL - -. 1 . - BY MANUFACTURER eammeffereaamfeeiinammie 44B In 5.5xi2 Odom 21H 5 o rnr �_ asB d tsxi to LVL or PSL I _ - co- to N FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE I ■ I AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE 46B 55x9 PT gtaam HUG or HUCO b47B • t NOTE:VERIFYALLHEADER f tEL GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 5.5xie.24F-V8.('r ghlem-Md.beckspen=14.5'.This beam 5 too header for openings below n.If thn beam HEIGHTS WITH SUPERVISOR �.• A R,�f p$ 0.-g• Z acts as wallop plate.connect studs and minions kith's bean with A35 and screws.typ 8 beam beers on us nap Cr��(4 VJASM, tr0 10-4" -I W33 30410CASE -- OSB OR EQUAL. z 476 "e piste,connect wen SDS 114 x 8 12"max up through top plate into bottom of been.Connect this beam to 73P at NOTE:CONSTRUCTION AND APPLIANCES Q w LL g backepan end with CS16 x 32'vertical soap,each side.centered on beam r post intersection for uplift. TO COMPLY WITH ENERGY CREDITS TAKEN �, tin - • - 14'-7^ 1_ 12'-5"- S-0• - 7-0' 2'-0'y PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST OIUU LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO ,1 °-"` per, ENERGYCREDILDI m`, 1'-0• $ i FLOOR HOEDOWN LOCATIONS. EFFICIENT BUILDING ENVELOPE '` '7 3T-0• <g3F i. Default material is Doug Fir No 2 or better. -WINDOWS:U=0.28 #I► i o (1)TRIMMER Defaultbonenconnectiononplate:2.FCor2.A34wrhscrews.or4.160facenails. -FLOOR:=R-38INSULATION A•A PROVIDE BLOCKING BETWEENI-JOISTS AT INTERIOR BEARING /1/ 3-0yo (2)KING STUDS Default bottom connection on beam:2.Fc or z.A34 wen screws.or Pcz -SLAB ON GRADE-R-10 ENTIRE SLAB `�. ':r, x ) f)WFI2 I FVFI ]NAl I S AND MAIN FLOOR FRAMING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. CC „*o �- FROMTOPPLATETO Default bottom connection on concrete:PB,or AB.orABU,orABW.orCBSO ENERGY CREDIT2a •. •,'ORAL -ALL FLOOR SHEATHING ISI2FD, TYP. gRlgm m; BOTTOM PLATE0 Altemete bottom conneean on eonrnte:a5 reber or 5ra^al-nrrad,epoxy`'ran-into Iwst but and e•tam..entee in AIR LEAKAGE CONTROL&EFFICIENT VEN ILATIONO y// ZG LIVING AREA -FLOOR AND DECK JOISTS ARE OPA,TYP. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. �k1L 52 cone.Cone embed may be wet set or epoxy. -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR 1683 SQ FTamp -STAIR FRAMING PER ARCH AND CODE MIN. 0 =�'om I■ fomenter(if blank -WHOLE HOUSE FAN PER SECTION M1507.3 asatag 4 l4 2p INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE "5 calloet 5m_use Alt 1 min..use Alt 2 mid..use Nines ENERGY CREDIT 3a -DECK DECKING IS 13DD, TYP. CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM W.1 al use Befall.above) o HIGH EFFICIENCY HVAC EQUIPMENT E1�4EtiAlfiE2'S S;Ee4l CONNECTIONS. a¢gh= 70P ® 2-2x4 4%4 -GAS FIRED,PROPANE,OR OIL FIRED BOILER m gwoo 71P 0 3-2x4 2-206 4x6 WITH MINIMUM AFUE OR 94%. IS Feel• STsta c.tI . WINDOW SCHEDULE x z oce z 72P 0 3-246 6x6 4-2x4 ENERGY CREDIT 5c a.T£A'LS GNLY • DOOR SCHEDULE `ogG$ 73P CAA 2-2x6 sister to11P and conrleciADM SOS Pexs(d/ EFFICIENT WATER HEATING ItQTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION 3w`d'< 12" -GAS FIRED,PROPANE,WITH MINIMUM EF OF 91%. D01 1 ', 3080 36' 96' EXT.HINGE W01 1 1 2616 30' 18' AWN Z woz.re 1)02 1 1 3080 36' 96' HINGE W02 1 1 2616 30• 18' AWN 2W0e 1-3tam D03 1 1 3080 36' 96' HINGE WO3 1 1 2616 30" 18" AWN WINDOW W/ 3" POST WINDOW FLASHING INSTALLATION Doa 1 1 3080 36• se- HINGE WOa 1 1 2616 30• 18" AWN w ILA D05 1 1 3080 36' 96' HINGE WOS 1 1 3016 36' 18' PIC "Luozpat 00 pBoo STEP # 3 1 STEP # 2 STEP # 1 oo7 1 1 2880 232 8' 96 80• HINGE WO6 1 1 304016 36• 48• YES CASE. D07 1 0 2468 28' 80• HINGED-DOOR PO1 W07 1 1 3016 36' 18" PIG Li_J w m -o D08 1 1 3080 36' 96' HINGE W08 1 1 3040 36' 48" YES CASE. PLAN AREAS g=U,D09 1 1 3080 36' 96• EXT.HINGE WO9 1 1 4060 48- 72• PIC ar/� lira / D10 I 1 3080 36' 96• HINGE W10 1 1 4060 48• 72• PIC V J hal.. ■I �D11 1 1 8080 98' 96• GARAGE W11 1 1 4060 48' 72" PIC CO CO :goo 1"Mimmrlm pit 1 , 3080 36' 96• HINGE W12 1 1 4016 48' 18' PIC „a U,3 1 3068 3s' 80' HINGED DOOR POI W13 1 1 4016 48• 18" PIC MAIN FLOOR 1,874 SQ.FT. -- Dt6 1 3068 36' 80' HINGED-DOOR P01 W15 , 1 1 4016 48" 18" PIC ��/�' D17 1 3068 36• 80' HINGED-DOOR P01 W15 1 1 aoso aa• 72• Plc BASEMENT 985 SQ.FT. OWNER APPROVAL ii;r-;� 518 1 6068 72• 80' SLIDER-SLAB W16 1 1 4060 48' 72" PIC CONCEAL FLANGE 119 1 16080 192• 96" GARAGE W17 1 1 4060 48• 72' PIC HANGER EA.SIDE D20 1 3068 _ 36' 80• EXT.HINGED-DOOREo3 W18 1 1 4060 48" 72' PIC TOTAL LIVING AREA: 2 859 SQ.FT INITIAL: STEP A- D21 1 _ 3080 36• 96•• EXT.HINGED-DOOR F01 W19 1 1 12080 144' 96• YES PATIO DOOR / I -a-INSTALL TYVEK HOUSE WRAP ir I D22 1 2868 32' 80• HINGED DOOR P01 W20 1 1 2656 30• 66" CASE i D23 1 6068 72• 80• SLIIDERSUI6 W21 1 1 2656 30' 66• FlX CASE GARAGE 555+331=886 SQ.FT. PAGE#: FROM I` I W22 1 , 2365166 330- 166' CASE W23 1 1 4030 48" 36" AWN A3 W24 1 1 4030 48• 36• PIC STEP B- `/ W25 1 1 20506 36' 60• CASE--�INSTALLTYVEKTAPE10* / STEP A- 24 ENTRY 73 SQ.FT. / INSTALL TYVEK APRON BELOW W26 1 1 2050 24" 60• CASE „, WINDOW SILL W27 1 0 3056 36- 66" CASE COVERED DECK 112 SQ.FT. Oil � � W28 1 0 4056 48" 66• FIX CASE PAGE: t . STEP B- W29 1 0 3056 36• 66' YES CASE rTh1 W30 1 0 3050 36" 60• CASE. INSTALL VYCORACROSS WINDOW SILL 49 SQ.FT. W31 1 0 3050 36" 60" FIXPIC STEPC- W32 W33 1 0 1 0 30410 36' S8' YES YES CASE OPEN. DECK PATIO 161 SQ.FT. 8 of 1 P STEP A-INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS • Headers GENERAL NOTES --- Structural Ca9outsC-Copyright CoustrBetbnC'alq Lc (CCI) Default header materM is Doug Fir No.2 or better M. TRAFTON 0 PA Per ArchitectL healers must be in tall orientation at flat?s nailed at bottom in"L'configuration * Structural Item:This item and related connectors shall be per architect/designer. Deface Trimmer.use I. stud or Simpson LUC or HUC hanger each end. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. . 0 II RD Roof Diaphragm Default King Stud,opening 6-feet wide and less use 1.fW height stud each end(plate to plate.) `'- • Shear Capacity:Good for Eh=230 plf-seismic:Eh=322 p11`-wind.Max aspect ratio=3:1. Detara King Stud,opening udder than 6-teet use 2.full height studs each end(plate to pate.) N * Framing:Trusses or rafters:2x at 24"OC.max. Pa(erred frramptmabe s are nignlgh;ea ceb v ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. J. STERLING * Framing Connection at Support: Trimmer,each end King Stud,each VERIFY HEADER HEIGHTS WITH SUPER. - _. - to - Where connected to shear wall.connect per shear wall callow•top of wall. Calbot Ma,use Alt 1 min.use Alt 2 min..ase (if blank use defy it end(if blank use i•� T - Where trusses or rafters connect to beam.use H2.5.or A34 with screws.or similar.typ. abovei defaut abo.e.i 20'-0' 24'-0" ALL EXTERIOR WALLS ARE 2 x 6-16"O.C. STUDS, UNLESS NOTED = iii - At ledger.connect per ledger callous 20H ® 2x6."V costa 4x6 OTHERWISE. 1/4" 1' U.N.O. o * SheathingAt ledger. 7l16"min..OSB or hCDXoot nod. 21H © 2x10•"C config 2-248 4,8 10.-0' 10'-0• 11'-8" 12'-4' g * Sheathing Layout:Case 1 per mC 2306.2.(1) 22H 4x10 1-2x.or HUC ALL INTERIOR WALLS ARE 2 x 4- 16"O.C. STUDS, UNLESS NOTED w • NaiWtg:Use Sd m 6"edges. 12"field. 23H 1 s 5xm5 Adam z aar OTHERWISE. Z * Blocking:Not required except at supports and at connections to shear walls below. 2411 5 5x15 ghdem 2 3 N �$ 3'-4' MIEM 05-05-2020 12 FD Floor Diaphragm O. zsH 4xt0 ssx6 glolam 2 PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER a * Sheathing:With joists at 24"or 19.2"OC.use aria,24 oc rated, APA Srrd-I-Floor,either 3/4"species group 1,or 7/8"species group 4.Maybe OSB or Beams . _ DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR plywood.Good for 130 psf.TL Cm L/360 deft. U- all* Detail sawn mantel is Doug Fir No 2 Or better. �� le LOCATIONS. 05-1 1-2020 Sheathing:With joists at 16"OC,use min..16 oc rated APA Strad-l-Floor.min..19/32"thick Maybe OSB or plywood.Good for 245 psf TL r,L/360 dell Defaultgkmm,LVL.PSL materials-see Standard Structural Specs herein.Default LSL is 1.5E,2.300 psi.mat Fb. C ' • J Default1mlt corrrnae0art.3"bearing in pocket or on Mete wet tun_2 studs beget* SheuhlogLnoet:Case]per IBC 2306.2.1(1) I FRAMING NOTES B. , e ��_ s . . Orientsheets continuous over two or more spins-with theDefault end post connection LCE ACE.EPCZ. ECCO.or smiler ^" DROPPED long dimension across supports. " Nailing:Glue.and connect with Sd ring shank nails or#9 roans,at 6"edges, 12"field. Default corner post connection with mitered beans over LCE4.LCE42,or RTC44. I (' aII REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. P * Blocking:not required except at supports(beams)and connections to shear walls below. Default mid-post connection LPCZ.PCZ.CCO.or similar. 13 DD Deck Diaphragm DefaM beam to beam connection HU.HUG.HUCO or similar. * Decking:Use wood or composite decking per Arch..min.actual dims:3/4"x 33^. COORDINATE W/MECH.& ELEC. FOR LOCATIONS &SIZES OF g I_ 'connector(if blank43.111S FOUNDATION/SLAB/JOISTS BLOCKOUTS. i • Decking Attachment:Use decking screws.length to ensure 2"min..embedment into framing below. Csnout MM..use Alt f m ., nth.,Alt 2 n .,use Notes A use default.above) Use 2 screws per deck board per(naming member.At decking splices.center splice over framing meuber and use 2 screws per spliced end. " IFLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR * Blocking:not required except at support beams. 308 II 6x12 5 5x9 gkHm 5.5x12 GLB Z '; SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT C7 17 HD Alt 1-Holdowe-Embedded Strap Type. Use min.,55x/5,24F-VS gtulam.Mm.backspan=16'.This beam is the header fw windows below a.If this beam r ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a • MIS.Capacity:Usee':Good for 2185 lb uplift. st 31 B acts as welt top plea.connect studs and ex mullions to this beam witho and screws.typ.If beam bears on wet top5. ■- A ==Q �Q D PRIOR TO THE FABRICATION AND INSTALLATION. W a * plate.connect with SDS 1/4 a 6©12"max up through top plate into bottom of beam. Holden: LSTI-IDS for no rim joist condition. t For rim joist condition use LSTI-ID8RJ. 40B In 1 75x11 8 LVL may replace one floor foist `�' �`�' L ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED 0 I. * Nails:Use 16.16d to full-height stud as follows. 4IB tE3 2,1.75x11 B LVLs 3 5d 1 8 LVL in addition to floor piss �_ BY MANUFACTURER • Sind:Use large of:)slug stud as speed elsewhere:or choice of 2- 3a 4z 42B In 59216.5 glmat _ ' o Alt 2-Hotdows.-Bolt Type FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE 438 7.T5x11.8 LVL I * HoldoLags: n:Use HDU2. * Lags:Use 6 SDS 1/4 x 2.5 to full-height and per above • 44B In 5.sx12*meat 42B I I AND NAIL W/RING SHANK 8d'S @ 6" EDGES& 12" IN THE FIELD. FACE131 Anchor Hoff:If wet set,use 5/8"diameter SSTBI6,or SiS"all-dread with out and 3"washer on embedded end.Min�bnatmem=12".If too long to 6t in 45B d taxtt.e LVL or PSL I_ I GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" 2 * 468 In 5.5x9 PT gloiam HUC or HUGO to 47B I OSB OR EQUAL S footing.bend 90-degrees at bottom of footing,maintain 3"cover at bottom of footing. - If rotohaauner•use 5i8"Titen HD or all thread&epoxy.with 6"min concrete embedment.centered in stem wall. 5.5x18.24F-V8.PT glutam.Min.backspan=14.5'.This beam a the header for openings below a.If Ms beam • - 40B m 95 S Slab 47Binactsaswaltopp�.connectstudsandmWionstothisbeamwithA35andscrews.hip.Ifbeambearsonwaltop - _ _ PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST z Ici * Subgrade:Use structural fill or native material.compacted to 95"a relative compaction.It is strongly recommended that all structural fill be checked by a plate.connect with SDS 1 a x 6 17 max up through top plate two bottom of beam.Connect the beam to 73P at LOCATIONS AND BETWEEN UPPER AND LOWER STU DS AT FLOOR TO geotechnical consultant. backspen end wan Cs16 x 32"wemca strap eaGr side.centered on beam•post intersection for uplift. • _� _ _ _ FLOOR HOEDOWN LOCATIONS. ai e • L-aderslab Insulation:May use XPS or EPS rigid foam with min..25 psi compressive strength under slab.[fused provide and install per insulation Poses , 8'-0" 15-21r2" p - o PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING manufacturer's recommendations. Detail materiel a Doug Fir No 2 or better II ,y _ LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 8 • Slab Thickness:Use 4"min. Default bottom connection on plate:2.FC or 2.A34 with screws.or 4.16d face nails. - - , It I m 3 • Reinforcement:Use any of the following: _ a Default bottom connection on beam'2.FC or 2.A34 with screws.or PCZ. m - Min..#3 rebar at 24"OC.each way.centered in slab. Detour bottom conneetion on eonrnte PB or AD,or ABU.or ABw.of CB5000 ALL CONNECTIONS TO BE SIMPSON OR EQUAL. n Welded wire fabric.min..W2.9.6'kG'(6 Ga.) centered in slab.Splices overlap 8"min. Alternate bottom connection on concrete:n5 reber or 5i8•al-thread.epoxy 6•min.into post NAL and 6.mat.,embed in - - A4 it In - Fibermesh per manufacturer's recommendation. cant.cone embed may be wet set or epoxy. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE til H - Helix micro rebar,min..5 lbs.per cubic yard. - -,�� ° )I CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM • Control Joints:Maximum recommended spacing=8'OC.eat way.This is a non-structural item and may be changed or omitted by Owner or architectural Corrector(if oleo) CONNECTIONS. fallout Min..use All 1 ado..ase AN 2 tars,ue Notes I-` 6'41" LL designer. use default above) i _ �.- 3 " Vapor Bartley.Suggest a min..6 mil.,plastic vapor battier odds interior slabs.This is a non-structural item and may be changed or omitted by Owner'm 70P ® 2-2x4 4x4 74 �� 1 . ° ' - m nP 3-2x4 2-zx6 406 I - I O architectural designer. L.)m f 72P ® 3-2x8 6.63 4 2x4 lii to oL Q 73P ® 2-2x6 sister to 71P and connect eta SDS I'4x6t I Ing U 12 4$8' + Q rA i m ZO r 7 I Ili) IX IXH IICO I ,' 44B'DROPPED m re oo 0 O) C � z O 8 u C O • Q U I_ JOIST SPI CE TYP. $-J z Ce u li 436 O " THIS SUPPORT ea 0 0 -♦ YF I LL T m ! Jo N DPddA ma Zre0s Z � J < yv • Ea 3 oe, i /min© - so F Ile i- \A4/ -J com Qo1 • IIUI a olt o. 1 1 1 DECK FASCIA U Q 11I r_ -Vreos_�� - - SUPPLIED BY SIDINi 7 I�i- AIL I;/�ti . 0 N iii LI Y N oaa)III I et Wrr Ur_IUrn___ I. B =© m w = rJ a 0 0 cc< 0 ° ENG.SPEC.BEAM '• I Ira . °1Ce r FOR CLOSURE. 'la 1111111111114 ING trts laici aNZ CD Face Mount gl,/ BE(4®JIRED JOIST FOR CKANTILEVER. p �1YM• Joist hanger m - J rillit‘... Ii=� �' � I I DECK FABGNSUPPI.1®BY SIDING �} St) i2'-6• -I- 10'-0' 5iuu ,a-0 ,ao I- u'-r z �pnQ �I bit!, e, GARS Q \�i. J sF=o �i 1 \r wAS Iwes 081 J QWFLtJ FVFI WAI I S AND MAIN FLOOR FRAMINf; pot -ALL FLOOR SHEATHING IS 12FD, TYP. o5`wo r //�� -FLOOR AND DECK JOISTS ARE OPA, TYP. ' V �w<gq 3 -STAIR FRAMING PER ARCH AND CODE MIN. ;by l Z 3'481 F CANTILEVERED FLOOR JOIST A�. -DECK DECKING IS 13DD, TYP. • - rJ ,ii� aa "o1�r `,fav�I 2 u_ .a t o0 NOT TO SCALE Eli/ wCC < o WOMB QrgrZO ego" a3�tsp O O9 i3Oo SELF ADHERED FLASHING EMBRANE(VYCOR OR SIMILAR) Face Mount t E1�c OMB 5t tS "°;� IS FesR. �J['4.clG`I''t. igg = o<z TO BE USED BETWEEN HANGER AND Joist hanger �y „o' ACQ-D&CA-B TREATED SILL Floor Joist Blocking per IRC 502.7 ♦' I HARDIFLANK SIDING 7•T£AAS DA.1 L1( . Ct (Seismic Design Categories D1 &D2) OOODU I10000000.11. 0022 O :Pt' TYVEK HOUSE WRAP 9at// 1 SILL SEAL BCI Joist i , � n16 use sh+EAATHING o 5oticµ, / Blockinill g ` , PLAN AREASa�/ ` ADDED 2 XBLOCKING FOR DEPTH FLASHING O a a w f/�/ Lir DECK FLAMCING J z a 0 �/ Olt / - :-�►-�►_--__�►�►-� MAIN FLOOR 1,874 SQ.FT. U. � � / ` ' , ____ �® 2 XSIMPSON U10 PT.JOIST 1&O.C. NI/ I\ I'� �611111 DTT2Z BASEMENT 985 SQ.FT. OWNER APPROVAL I I ■1 �AIIIIMI �� rSOLID 1Jt BLOCgNG AT FASTBI 2X PT LEDGER WIDt�� r \ �/� (3)ROWSOFIN'%612 5DS2 859 Q.FT. Intermediate LATER/aL LOAD CONNECTION SCREWS�'2•°'C' TOTAL LIVING AREA: p INI7WL. Simpson S rone-Tie II ® Nail B®se Rimboard PAGE#ITS11,88 Bearing Versa-Lam or Boise GLULAM Beam: to BCI joist with 8d 2X,0 TREATED DECK LEDGER BEND TAB ANN (WALL OR BEAM) Nailing per local Beam width shall exceed nail into each flange. GARAGE 555+331=886 SQ.FT. FASTEN WITH 10dxl " code provisions 1/2'NA IF WHENp A4 WEB STIFFENERS 2x specified hanger nail length ENTRY 73 SQ.FT. ARE NOT USED TOP PLATE HANGER ri-E )3 CONTINUOUS BLOCKING %n JOIST TO BEAM (D) RIMBOARD �c DECK TO HOUSE CONNECTION COVERED DECK 112 SQ.FT. PAGE: A} NOT TO SCALE \ NOT TO SCALE \ l.0 NOT TO SCALE . / NOT TO SCALE C SCALE: 3/4" = 1' OPEN DECK 49 SQ.FT. 9 of 18 \ / PATIO 161 SQ.FT. Structural Calmitss -Copyright C'onstr uctbnCalc,inc(CC'IZ 0 PA• Per Architect FLOOR PLAN NOTES M. TRAFTON • Structural Item:This item and related connectors shall be per architect designer. SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN 11 BD RoofShear Cap EVERY BEDECTOR. POINTCENTRALLHALLLOC HAVE IN SMOKEC RRIDORDETECTOR AREA 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA IN NEW CONSTRUCTION, o ' r Capacity:Good for Fh=230 pH-seismic:Eh=322 plF-wind.Max aspect ratio=3:I. THEN REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE o * ShearC Frain:Tnssesor rafters: 8at24"OC,msa se'-0 J. STERLING " BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR * Framing Connection at Support: AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. tr- - Where connected to shear wall.at 24"connect per shear wall colloid-top of wall. co - Where trusses or rafters connect to beam.use H2 5,or A34 with screws•or similar.typ. 0_7 yq• SHELF AND HANGING ROD. - At ledger.connect per ledger callom. 2 to * Sheathing:7/16"min..OSB or CDX plywood. 3'-0' 6'-0' 31-0' 1'-1 1/4- c * Sheathing Layout:Case 1 per IBC 2306.2.0) 10'-0' W053016 PIC IW073016 PICI 1/4" = 1r U.N.O. v WO6 3040 CASE. W08 3040 CASE. a Nailing:Use 8d at 6" - 3 BUILT IN SHELVES. vp, g: edges. 12"field. M • • Blocking:Not except at as�tpnnechnmA to sham wu0s below. 1 D-0 I 2.-6" r B - 4� �/ \ te"'a-::a' � ? l w g 42 ( H) 05-05-2020 i- 12 ED Floor Diaphragms `"' WO3 2616 AWN W042616 AWN \20/ 5 a * Sheathing:With joists at 24"or 19.2"OC,use min.,24 or.rated, APA Stud-I-Floor:either 3/4"species group 1,a 7/8"species group 4.May OSB or r ® 4 CABINET-OWNER/CONTRACTOR TO VERIFY. plywood.Good for 130 psi TL(td L/360 deft. •i 1 - tSheathing:With joists at 16"OC.use min..16 ox rated AP) Stud-l-Floor.min..19/32"thic4 HEIGH S WITRIFY SULL HE VISR - to 05-� -2020 May be OSB or plywood.Goad for 245 psf Ti r 1l360 dell. HEIGHTS WITH SUPERVISOR 20 20 ` Sheathing Lay'oul:Case 1 per IBC 2306.2.1(1) NOTE:CONSTRUCTION AND APPLIANCES c7 I w teat° _ _ EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 x W raASTER 2 2 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24' TO COMPLY WITH ENERGY CREDITS TAKEN at a z n/ T° SHOWER h CLOSET m o HIGH. SILL HEIGHT MAXIMUM 44'OFF FLOOR. - Orient sheets continuous over two or more spans,with the long dimension across supports. I s' �i50-w Y� 69 SQ FT a s * Nailing:Glue.and connect with 8d ring shawl:nails or#9 screws.at 6"edges. 12"field. ENERGY CREDIT 1 a I! o `�15 9 9. * Blocking:not required except at supports(beams)and connections to shear walls below. EFFICIENT BUILDING ENVELOPEr Z - g CDUNp m 13 DO Deck Diaphragm -WINDOWS:U=0.28 _ = _ ,t .. m a 6 TEMPERED GLASS * = Q CURB'FAS o _ Decking:Use wood or composite decking per Arch.,min.actual dims:3/4 x 3 5 -FLOOR: R-38 INSULATION m 0 I 22* Decking Attachment:Use decking screws.length to ensure 2"min_embedment into framing below. -SLAB ON GRADE-R-10 ENTIRE SLAB R m I ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE . Use'_screwsper deck board N ° 31-2 12' - �•5•�- 4'-9 1/2' I S -`7 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES per training member.At decking splices.center splice user framing amber and use 2 screws per spliced end. ENERGY CREDIT 2a o 2 t ) -o RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, x* Blocking:not required deck except at support beams. AIR LEAKAGE CONTROL 8 EFFICIENT VENTILATION $ I I 1 �s�=D04 3080 E 011) - 17 HD -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR I MASTER+2.5. 0-8 6,$, MASTER B DRM a END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE I a STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN All 1-Holdown-Embedded Strap Type. -WHOLE HOUSE FAN PER SECTION M1507.3 EARTHQUAKE.MIN.EFFICIENCY OF 91% Z b • Min.Capacity:Good for 2185 lb uplift. N I BATH 273 SQ FT 8 § q * Holdown:Use LSTHDB for no rim joist condition. ENERGY CREDIT 3a I 98 SQ FT o�i g CEILING 20 0 ° a HIGH EFFICIENCY HVAC EQUIPMENT Z I FA.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T 8 G PLYWOOD.For rim joist condition use LSTHDBRJ. if CEILING o ¢ ti EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8•TYPE"X•GYP.BD. NO FURNACE SHALL W a -GAS FIRED,PROPANE,OR OIL FIRED BOILER a 4 I 0 8 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, *• Nails:Use 16,16d to full-height stud as follows. WITH MINIMUM AFUE OR 94%. fQ m o I BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF WORKING SPACE IN FRONT OF OW • Stud:Use larger of:Ling stud as speed elsewhere:or choice of 2-2x.3x.or 4a. a m a 3•-0' 2'-0' 4'-9 1/2"- .4 • -b FURNACE B Alt 2-Holdow-o-Bolt Type ENERGY CREDIT Sr. t"1 �.3'-0' 3'-0' EFFICIENT WATER HEATING o cunt 0 • Holden:Use HDU2. - r a PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT 8 COLD SHUTOFF 6 -GAS FIRED,PROPANE,WITH MINIMUM EF OF 91%. a t2 3oeo / Ii 1 (/20 CONTROL VALVES 8 WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL • Lags:Use 6 SD9 I/4 x 2.5 to full-height stud per above b `£+ B-10'17 °g 3 2 m HALL o v 9 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF a _ THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR * Author Bolt:If wet set.use 5/8"diameter SSTB 16,or 5/8"all-thread with nut and 3"washer on embedded end.Min embedment=12".If too Iona to fit wEACH go-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 8\ �� 10 - CLOSETS 17 SQ FT m _Y 3 SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. a footing.bend 90-degrees at bottom of footing.maintain 3"cover at bottom of footing. N v ` / , CHASE 6 so Fro o a1 R - If rotohammer.use Sib"Titen HD or all thread&epoxy.with 6'min concrete embedment centered in stem wall. W,C. 0 9'CEILING m a 95 S Slab M ,;�I:, - - 1-0• 20 SO FT re s 1.15 • e T MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE m $upgrade:Use sinlcnval fill or native material-compacted to 95.a relative compaction.It is strongly recommended that ail structural fill be checked by a ��=fir_ i t- _ PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW m geote[hni<al consulting. 5TOP 1/7X 1 211B'R EXPOSED OOF BEAM �i ',� • B"0" = 1 3'3 12"- I I$,2- IOC 4.5• I 4'-2• - 6'-0" 6-0" 1 0 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, 3 * Underslab Insulation:May use XPS or EPS rigid fount with min.,25 psi compressive strength under slab.If used provide and install per insulation 5 1/2"X 1Y GLB POST _ 1-2" Ir/ INSTALL PER ta AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK manufacturer's recommendations. -POST TO BEAM BRACKET(A/A7) - - t/ FIREPLACE SIZEI PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE • Slab Thickness:Use 4"new. 18 X 24 X 40 CONCRETEI "¢ I ). 1•-0' I CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX E • PILLAR W/CHAMFERED TOP - ` w -- AND DIMS.T.B.D. ( CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH S Reinforcement:Use any of the following: 8 CUSTOM BRACKET B/A7 1 m t �-• 111% Min..=3 tabu at 24"OC.each way.centered in slab. ( 1 -- 1 Ctii T;, DOMESTIC DRYER EXHAUST. E -- -- 3ox3e Foonr4G-sEE vaa COVERED ENTRY 4 �� r3 A� 5,2 X,SGLB ROOF BEAM ENTRY , c �� WeldeN+elded wire fabric.min..W2.9.6'k6"(6 Ga.).cemered w slab.Splices overlap S"min. -TOP 12,late-EXPOSED - 72 SO FT p ' ' 41 SQ FT 20 6.4 A d sh per v ic,min.. reconvnevdatiou - ,8 X 24 X 40 CONCRETE - - ` Z cep 11 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL ANDAUTOMATIC CONTROL,SUCH PILLAR WI CHAMFERED TOP -- in gCEIUNG O IF NEEDED -�' 1'-11/2" mjt Helix micro tabor.min..5 lbs.per cubic yard. CO 8 CUSTOM BRACKET(B/A,) f7'S 1IY AS A CLOCK TIMER WITH AZONE RATING OF 1.5 OR LESS. -* Control Joists:Maximum recommended spacing=8'OC.each way.This is a non-structural item and may be changed or omitted by Owner or architectural 30 X 38 FOOTING-BEE 2/AB g3 6'-9 12" 5'S 12' ..- di designer. 6'-0' S'-10 12' 2 22'x 30'MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM.FRAME OUT ACCESS HOLE - LL got 5 1/Y X 15'GLB ROOF BEAM .. s - �] * Vapor Barrier:Suggest a min..6 mil..plastic vapor barrier under interior slabs.This is a non-structural item and may be changed or omitted by Owner or -TOP 121 ve'-EXPOSED 3 F. O O 1 L ACCESS COVER IN GARAGESOTO BE HINGED AND S DEPTH OF OHALL BE WEATHER-STRIPPED OR PLYWOOD.N WITH NOT LESS THAN 1/2' 51/7 X 1Y GLB POST architectural designer. -POST TO BEAM BRACKET(A/A7) i I rY 11'-10 12- Y Z ao SEALED TIGHT. U-71 GUARDRAIL "ABOVE FINISHED Njun \w � ao a 13 INTERMEDIATE RAIL SPACING SHALLOOR.STAIR NOT ALLOW HANDRAIL'DIAMETER SPHERE TO AIR PASSC i ou LLL q+ I I I 'II U -ram THROUGH PER I.R.C.SECTION 312.2. O RISE TYPICAL HEADER FRAMING m. in I I I I Q DN /RUN=1112' PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR �1 U MI '7 q TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO CV 2 HEADER LESS THAN 5' �' 14,E 10 b 4 2 I I I I b m 14 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE co " , Headers - 31-0' 81-0• 3'-0" r-Cr 4'-0" STAIR 4s m SURROUNDS HEARTH MATERIAL. O) C 3'-0' 111 '•r L � I_ L go i Q O Defaut header material is Doug Fir No.2 or better m 0 SQ FT- I r �T __�" _ l H� a a ` IL IL 2x headers must be in tat orier9aaon with am 2x netted m baton m'L"c _ 8080 w 21 I '3 I '3 \ /Q y 0 0 15 G RA BE PFELONC112.R STUORWFAANCDESS SHH N L BHIC E ENTRY DOORWAY OR TOWNCRS FLOOR DRAIN. ' Oy U ordgurabon ` Q gCEILING LIVING 20 20 m Defeul rdmnrr.me 1,zx stud or simpeon we or Huy roger.each and. p� 463 SQ FT e+ II W24 4030 PIC 1 rill Z_ co W HEADER eEss TWAT Derma IOrra stun.openmp 84sat wide era lea eve t.fa negtn slu0 each end too m plate l 21 J "7 I I I 11•CEILING M Octant King Stud.opening udder than Slat.use 2.tun height slues each end(prate m I1late) `? '7 I II II I I I I MAIN LEVEL F- n C 000105nu FROM a y, ® n I7 1 6 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. xco TOP PLATE ro^ Preferred fremmg rrrrnbers are hegNghted below . BEARING WALL I I I t FINISHED FLOOR b 11.1 Q BOTTOM PULE (h <,,, r • pemmam Trimmer,each end King Stud.each 20 �. I- !- -- - - -- _ 452.5' 0 O CO 0 LL N co. Calbat Nm.nee �t]mla..ae Ah 2 We.use (if blA use above.) default end(if blank true . ._,m m = _ 4 n( > p o GENERAL NOTES m a Q a �; 3 default above.) 20H 20H _ ?� I 20H 2x6."L"conhg 4x6 = 33 cr y 21H WO, rconrg z-2 8 a ` UTILITY I z w 3 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. t zzH 0.5 g t-a.m RUC 4 73 SQ FT I m LL _z o< m STUDY < ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. 23H s 5.Sx10.5 Sulam 2 m g CEILING w w-I 0 24H 65x159Mlam 2 3 °' 10 r, , s I m r __ " 72 SQ FT `^ HEADER MORE THAN 5' I I r�, d t 25H 4av 5 sacs gwlam 2 L J I' gcEalNc ® $ VERIFY HEADER HEIGHTS WITH SUPER. Beams 10'-6' I cD I 111-8' 7 V4 12' - 8.5 1/2• pi IL IL Default sawn material is Doug Fir No 2 or better. I S-2• ( 'I 2t 2'4Y+ L' - - - ®a - ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C. STUDS, UNLESS NOTED Default glulam.LVL.PSL maerieh-see Standard Structural Specs herein.Default LSL is 1.5E.2.300 psi.min Fb. �"'*m�--a�D08 3080frr =6080- - - CEILING TRANSITION OTHERWISE. > } Z > r a a TMaa Deaulwaaconnectlon3beenngin pocket oropaewMmin..2 studs below �' HALL xmarATx 6$ �\ �� W784060PIC � ALL INTERIOR WALLS ARE 2X4- 16"O.C. STUDS, UNLESS NOTED O w > CV N Default era post connection.LCE.ACE.EPCZ. ECCO.or simile¢ 20 0 - CAKING STUDS Default comer post conneteon wM mitereo beams over LCE4.LCE4Z.or RTC44. "� m 39 SQ FT �� 'oat' •1'-9 12' 4'-0' 17-2,2'^ OTHERWISE. It CO Hangs PLAion:TE GARAGE " PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z rawToewuE.o-• Defaul mid-post conconne ecti LPCZ.PCZ.CCO.or simtlar _ 16 Q 9'CEILING -lap' i I I I L_ ob TRIMMER Default beam to beam connection:HU.HUC.HUGO or similar 331 SQ FT DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR rZ ten W Connector(if blank 9 CEILING Callon Min..use Alt 1 min.,use Alt 2 mat.,use ) Notes 15 1.20 10 3080 �' I 1. 3'-9' E•{l' LOCATIONS. use default.above4 30Bd ax,2 5 glulam 5.5x,2GLB '� �-' 110r , 6 1w „3 FRAMING NOTES J o t -11- IN-7-4‘ t BROOM NOOKL+ ®;y" \ I POWDER lr -.j go !skit?' " wUse mo..5.5x15.24F-V8 giulam Min.backspan=16' This beam is the header for windows below it If ors beam b2 sea I 28 50 t=i m V 31 B acts as war lop plate.connect studs and muttons to this beam we,A35 end screws.typ.If beam beers on wet top io �. 'I g CEILING ^ IL ¢ Q Q W WINDOW W/6"POST plate_connect with SOS L4 x 6 d 12"max up through op Plate into bottom of beam. .1 E 3 yAm y/ 4 I o COVERED DECK m as REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. - Y �I 1 GVEN BELOW I F -- I I ®m 1ozsGFr �:><L 4oB d i.75x1iB LVL may reprce one IborpW I �• - fill Dw 1 DINING 2 7 CEILING o I I p Q O° m COORDINATE W/MECH. &ELEC. FOR LOCATIONS&SIZES OF V 0 41B 2,1.75x11.8 LVLs 3.5tlI8LVL in eddnunmlbor pas n 3 11 y _ I 184 SO FT m WI DECK HEATER X® U e I■ ■I 42e In 5.50E5ga eat 1 6.3 m 6.2 If IN �g FOUNDATION/SLAB/JOISTS BLOCKOUTS. LEI I U .7 Z BACK SHELF m 13 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 436 In tT5xit8LVLft) 3 r o m I SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 0 r 44B a s5x,2gula PANTRY 2 KITCHEN�� 45B d t.5a11.8 LVL or PSL ' 54 SQ FTin ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FORAPPROVAL ii i 1O 9'cEILaxi 0 4 221 SQ FT § 0e� Q 46B I7 58.9 PT glolam HUC or HUGO to 478 `Y a li. �.m T Rime mute , If CEILING PRIOR TO THE FABRICATION AND INSTALLATION. G VI FROM TOP RATE To II entrant rutr 5.5x18.24F-V8.PT gbulan.Mn.beekspen=14.5.The beans the header for openings below a If this beam 2 L 1 P �,� HOOD,MIN.100 CFM CO I■II �I 47B act asrYmpplate.pnaecisps end mmmsmmatieen with A3s and screws.ryp p beam beers o wax fop 3 _ _ - I (® - 1g ALL TRUSS TO TRUSSBTRUSSTOBEAMCONNECTORSTOBEDESIGNED plate.connect wine SDS 11418 @,r mat LP Uvo gin tap pine into bottom of beam Connect this beam to 73P m i--r-�ti• 5,2'X is GIB 5 trC 1 GlB I BY MANUFACTURER backspin end wan CS18 x 37 surlier*,Map,each silo.centered on beam,post intersection for uplift. W23 3016 AWN _ _ _ CANTILEVER ROOF BEAM , CANTILEVER ROOF BEAM Q NEE 0 TOP M 1121 s. THIS END: -TOP N,t21OS THIS END: t 3-T 3'-0 -.+�3S 1 r -CONCEALED(BEAM IS HEADER) 31B FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE Deleon materiel is Doug Fir No 2 or boner t _ _ � T AND NAIL W/RING SHANK 8d's @ 6"EDGES& 12' IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" Default bottom connection on pate:2.FC or 2.A34 with or 4. lad lace nets. ' W22 2656 CASE W21 2656 FIX CASE W20 2656 CASE OSB OR EQUAL 1p-0 a WINDOW W/3"POST Default bottom connection on bear:2.FC or 2.A34 wall screws.or PCZ. 18-3' I-.--I- Za -H.--75'-- -z6• -2 s z Default connection on concrete:Pp or AB,orABU.or aBw.or c6s0 11,-0„ ....... g- 7-0"•0• _ 1,-0, PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST o 16-38 Default bottom LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z °a8 ■I Er emcee bottom connection on concrete:a5 toner or 5/8•a-stead.epoxy le min.into post bed.end F min. anted in w„zF conc.Ek.SIDE Conc embed may be wet set or epoxy. 14'-0' 10'-0' 2T-0' 10'-0' FLOOR HOEDOWN LOCATIONS. <=8 s Iwgh NOME Coaaeetor( b1anC 61'-0' GOont \tat.,useAh1mla.,ageAkZmfa_useova defardt.above) \ores PROVIDE BLOCKING BETWEEN ItiIOISTS AT INTERIOR BEARING3 Kag, oP ® z-zx44x4ILOCATIONS WHERE THEREISALOADBEARINGWALLABOVE. Jo$`xm 7,P m3-2x42-zxs4zaLIVING AREAUPPER I EVEL WALLS AND ROOF FRAMIN(% faww7zP oa-zxesacs "-vn -ROOF DIAPHRAGM IS 11RD, TYP. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. oM=R-HANGER <-. 1879 SQ FT zwuo= �I :ale w 7'P and`°"rep"'" s°s'.4 s -TRUSSES AND LAYOUT ARE OPA,TYP =T E I'73P ® 2-2z6 5 u e r INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE O w o E -ALL EXTERIOR WALLS ARE 1 PW, TYP. CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM w=-we -NO HOEDOWNS REQUIRED AT THIS LEVEL.-- - CONNECTIONS. wEon0 FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. _< ; t t DOOR SCHEDULE _ WINDOW SCHEDULE _ 0 "Oawo"<ceo-o < orz # Ow FLOOR SIZE WIDTH HEIGHT DESCRIPTION NUMBER QTY FLOOR SIZE WIDTH HEIGHT EGRESS _TEMPERED DESCRIPTION J zgzwo 01 1 1 3080 36- 96' EXT.HINGE WOI 1 1 2616 30' 18" AWN +ozgi D02 1 1 3080 36- 96' HINGE W02 1 1 2616 30- 18' AWN 2z#2-DO3 1 1 3080 36' 96' HINGE WO3 1 1 2616 30' 18' AWN <- WINDOW FLASHING INSTALLATION D04 1 1 3080 36• 96' HINGE Woo 1 1 2616 30• 18' AWN _» DO5 1 1 3080 36• 96" HINGE WO5z -k 1 1 3016 36' 18' PIC °¢z° STEP # 3 STEP # 2 DO6 1 1 2880 32• 96" HINGE WO6 1 1 3oao 36' 48' YES CASE. gwvoo STEP # 1 D07 1 0 2466 28' 80' HNGED DOOR Pot WO7 1 1 3018 3s' 18- PIC mL"u�i D08 1 1 3080 36• 96' HINGE W08 1 1 3040 36" 48' YES - CASE. ono=o / D09 1 1 3080 36• 96' EXT.HINGE WD9 , 1 4os0 a6• 72- PIC PLAN AREAS wo D10 1 1 3080 36• 96" HINGE W 10 1 1 4060 48• 72• PIC ¢ LLa-"1 Mtnrmum DI 1 1 8080 96• 96" GARAGE W11 1 1 4060 48" 72• PIC zo D12 1 1 3080 36' 96" HINGE W12 1 1 4016 48' 18' PIC r, i 3066 36• ao• HNGEDDOORPoI 13 ' 1 1 4016 8• 16• Plc R MAIN FLOOR 1 ,874 SQ.FT D16 1 3068 36 1' 80- HINGED-DOOR W GED-DOOR t 14 1 1 4016 48' 18' PIC CSAR D17 1 3068 36' 80- HINGED-DOOR Po7 W15 1 1 4060 48• 72' PIC • VJA,1 t/ � 6068 72- 80' SLIDER-SLAB W16 1 1 4060 48' 72' PIC '� A t �� D18 1s °F "�_. 4; BASEMENT 985 SQ.FT. OWNER APPROVAL D19 1 16080 192- 96• GARAGE W17 1 1 4060 48• 72' PIC �' yr -. l4 '1/ • STEPA- D20 1 3068 36• 80' EXT.HINGED-DOOR EO3 W18 1 1 4060 48• 72• Plc TOTAL LIVING AREA: T D21 1 3080 36' 98' EXT,HINGED-DOOR F01 W19 _ 1 1 12080 144' 96' YES PATIO DOOR 2,859 SQ.FT. INITIAL: `-INSTALL TYVEK HOUSE WRAP D22 _1 2868 32• 80• HINGED-DOOR P01 W20 _ 1 1 2656 30• 66- CASE I D23 _ 1 6068 72• 60• HINGED-DOOR SLIDER-SLABD-000 W21 1 1 2656 30' 66- FIX CASE 4; � PAGE#: STEP B- 1.7 011%‘ r I wzz , , 2656 30• ss' CASE , ,>. GARAGE555+331=886 SQ.FT. INSTALL TREK TAPE `/ W23 1 1 3016 36' 18" CAS q7 e r ill„--INSTALL STEPA- W24 1 1 4030 48- 36' AWN PIC 8/311/ OVAL. Stu t ENTRY��INSTALL TYVEK APRON BELOW W25 1 1 2050 24• 60• CASE 73 SQ.FT. A 5 WINDOW SILL W26 1 1 2050 24' 60- CASE g!•rti6 W27 1 0 3056 36- 66- CASE W28 • 1 0 4056 48" 66' FIX CASE COVERED DECK 112 SQ.FT. STEP B- W29 1 0 3056 36• 66• YES CASE EA IAI E6R's 5E�4 PAGE: INSTALL VYCOR ACROSS WINDOW SILL W30 1 0 3050 36' so' CASE. OPEN DECK W31 1 0 3050 36" 60" FIX PIC Is F"� �' "� �- 49 SQ.FT. STEP C- W32 1 0 3050 36" 60" YES CASE ITM.$ Orl Lit • 1 1 ot 1 8 E STEP A-INSTALL WINDOW&4"VYCOR TAPE INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS W33 1 0 30410 36• 58" YES CASE PATIO 161 SQ.FT. 1 Structural Casouts5 -Copyright ConstructionCalt,Inc(CCI) 308 In 6412 5.519 pietism 5.5x12 GLB GENERAL NOTES -- M. TRAFTON 0 PA Per Architect Use min.,5.5x15,24F-VS gYYm.tin.bacl3pal=16'.Ths boan a Me header for windows below n.If this beam * 318 ED ads es well t�plate,connect sleds and mutates le Ms beam win A35 and screws.typ-If beam bears on wag top Stnrntnl Item:This item and related connectors shall be per architect i designer. @ ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. KH;I o 11 RI) Roof DlapYngm plate,connect wilt SOS 1/4 x e72 ems up rtrotrgb t p plde MID Maim of beam. • Shear Capacity:Good for Eh=230 plf-seismic:Eh=322 plf-wind.Max aspect ratio=3:1. 4013 In 1 75x11 8 LVL may replace one floor pat ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. N • Framing:Trusses or rafters:Ix at 24"OC.max. 4113 t3D 2.1.75x11 8 LVLs 3 5x11 8 LVL in addition to floor goats ` J. STERLING _ • Framing Connection at Support: 42B In 5.5x1esgglan 2•-0'y-. 1(Y-0' 24'-0" ----7-0'-{IVERIFY HEADER HEIGHTS WITH SUPER. - m Where connected to shear wall.connect CI per shear wall callow-top of wall. 43B 1.75x11.6 LVL I-7-0' I - 2 - Where trusses or rafters connect to beam-use H2.5.or 434 with screws.or similar.typ. 445 In 5.5x12 gliasm ALL EXTERIOR WALLS ARE 2 x 6- 16"O.C.STUDS, UNLESS NOTED ledger. perledger45B .a 15x11.8LVLorPSI 1/4" = 1' U.N.O. o - At1 er.connect callow. ,+ ♦ OTHERWISE. * Sheathing:7/16"min.,OSB or CD?{plywood. 46B I� 5.5x9 PT g em HUC or HUCO to 47B iw ♦ hi • Sheathing Layout:Case 1 per IBC 2306.2.(1) + ♦ ALL INTERIOR WALLS ARE 2 x 4-16"O.C. STUDS, UNLESS NOTED W • Nailing:Use 8d at 6"edges.12"field. 5.5x18.24F-V8.PT gumm.Min-beckspen=14.5' This beams the header for openings below A If this bean T -�- OTHERWISE. Z acts as wet top plate.connect studs and mullions to this bean,with A35 and screws.typ If beam bears on wag top •• Blocking:Not required except at supports and at connections to shear walls below. 476 platerconnect weh SOS 1/4 x 6©12"max up through top plate into bottom of beam.Connect this beam to 73P at w ♦ ♦ ♦ @ • 05-05-2020 a 12 FD Floor Diaphragm PLATE 109 1/8" cc P P backspan end win C516 x 32 unravel strap.earn ado.centered on beam post interseeuon for uplB_ -12"HEEL PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER • Sheathing:With joists at 24"or 19.2"OC.use min..24 rated. APA Smrd-I-Floor,either 3!4"species group 1.or 718"species group 4.Maybe OSB orI ♦ _ plywood.Good for 13 psf,TL ' .2" 0 des. Posts - ` N N . DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR qq t� Defaux materiel is Doug Fir No 2 or boner ♦ PLATE 1091/8• ♦ N. ai e- LOCATIONS. 05�11�LOLO C7 ' m Sheathing:With joists at 16"OC.use min..16 oc rot APA Sturd-I-Floor,min.,19/32"thick.May be OSB or plywood.Good for 245 psi TL(a L/360 dell. ♦ -12"HEEL Default bottom connection•n plate:2.FC o 2.A34 wM screws.or 4.16d face nail. N § ♦ ♦ FRAMING NOTES • Sheathing Layout:Case 1 per IBC 2306.2.1(1) Default bottom connection on beam:2.FC or 2.A34 with screws.or PCZ. ♦ r i • r ♦ M ♦ 3:12 ♦ • 4 - Orient sheets continuous over two or more spans.with the long dimension across supports. Default bottom,connection on concrete:PB.or AB,or ABU.or ABW,o CBS° • - a * Nailing:Glue,and connect with 8d ring shank nails or#9 screws.at 6"edges.12"field. Alternate bottom connection on corm:l5 reber or 58"at-thread.epoxy 6•nun.into post bud.and 6'min_embed in REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. * Blocking:not required except at supports(beams)and connections to shear walls below. cone.Cone embed may be wet set or epoxy N. - N N GIRDER TRUSS / 1,1 13 DD Deck Diaphragm Connector Of blank 'i1 \ `� (NOWT.BEARING) / `{ COORDINATE W/MECH.&ELEC. FOR LOCATIONS&SIZES OF . * Decking:Use wood or composite decking per Arch..min.actual dims:3/4"x 3 5 fABent )lto.,use Alt I min.,one Alt 2 min_use use default.above) Notest FOUNDATION/SLAB/JOISTS BLOCKOUTS- I • Decking Attachment:Use decking screws.length to ensure 2"min..embedment into framing below. w \ N N. / 3:12�. cr) r - Use 2>crew-s per deck board per framing member.At decking splices.center splice over framing member and use 2 screws per spliced end. 70P a 2-2N 4x4 \ --- \ \ / wow FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR * Blocking:not required except at support beams. tip ® 3-24 2-a6 3,6 _ ♦3:12 \ \ \ N // m �- § SCHEMATIC DESIGN ONLY, MANUFACTURER SHALL PROVIDE AND SUBMIT l �Z 72P a 3-2m 6x6 4-244 r-4 1©" \ N \ \ V 17 HD Alt 1-Holdoaa-Embedded Strap Type. a - t- ♦a1z en w N ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL a • Min.Capacity:Good for 2185 lb uplift. 73P et 2-2x8 sister to 71P and connect with BDS 1'4x6 r \ Cej \ t') / = PRIOR TO THE FABRICATION AND INSTALLATION. W s * Holden:Use LSTHD8 for no rim joist condition. a \ \ \\ / @ N Cl s For rim joist condition use LSTHDBRJ. \ \ y� l w8 * Fags:Use 16.16d to hull-height stud as follows. UNLESS OTHERWISE NOTED: \ N ' `� ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED h g BY MANUFACTURER a * Stud:Use larger of:king stud as spec'd elsewhere:or choice of 2-2x,3x or 4x. - MANUFACTURED TRUSSES 24" O.C. \ \ I 3:12♦ a s Alt 2-Hnldowu-Bolt Type - 11 RD ROOF DIAPHRAGM TYP- I \ \ FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE * Holdo n:Use HDU2. * Lags:Use 6 SDS va x 2.5 to tutu-height stud per above - COMPOSITION ROOFING N AND NAIL W/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE G. Author Bolt:Dwet set,use SiB'-diameter SSTB16,or5iS"all-thread with rim and 3"washer on embedded end Dian embedment=l2".If too long to 62 in - 2X $ FASCIA I`I' ` a'p \ / GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" s iti) 2 er- • footing.bend90-degrees at bottom of footing.maintain 3"cover at bottom of footing. -TRUSSES TO USE H2.5A SIMPSON TIES +I \ Ee / CHIMNEY PENETRATION OSBOREQUAL. x If rotohaunmer.use s;s•'Titan HD or all thread eporzv.with 6-min concrete embedment.teetered in Stem wall. - EAVE DETAIL 1/A6 '-4 ♦ ... : - - - 3.12 _ - - / 3:12 95 S Slab 'gloat! - \ PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST 4 * Subgrade:Use strucntral fill or native material.compacted to 95°•o relative compaction.It is strongly recommended that all sbcatwal fill be checked by a \ I' ' LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO gz ¢eotedmical consultant. 5 VT X 15"GLB ROOF BEAM J 4�CEILING TRANSITI 4 FLOOR HOEDOWN LOCATIONS. -TOP @ 121 1/7-EXPOSED ♦ - 1 , Lnderslab Insulation:May use XPS or EPS rigid foam with min..25 psi compressive strength wader slab.If used.provide and install per insulation _ ` io �/ I�I ,,, • 512"X IT GLB POST 'i 11L�LLiL 1I _ ° -POST TO BEAM BRACKET(A/A1) _ _ / PROVIDE BLOCKING BETWEEN WOISTS AT INTERIOR BEARING manufacture?,recommendations. ♦ - W N .\� $" _ g f0 a- w j _• - LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. • Slab Thickness:Use 4"min. - 7 • J w • m � ,SaA�t t r.�1�/ • Reinforcement:Useof the following: = F- - W 201 _ any € 1 _ _ _ _�i �� + r/ vDr ALL CONNECTIONS TO BE SIMPSON OR EQUAL. Min.#3 rebar at 24"OC,each way.centered in slab. A 7 5 troy x 15"GLB ROOF BFAM ___ `fJ PP: - Welded wire fabric.min..W2.9.6"x6"(6 Ga.).centered in slab.Splices overlap 8"min. -TOP N 121 1/8--EXPOSED CI N _ w�' F'- , ali - , �'; UFA)�' 7-0"+ e- t- g ' PLATE 132' INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE ni Fibermesh per mamsfscnrrer's recommendation. 2 �- O - - 'a• -- a rj Zr A r -12•HEEL i I CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM Helix micro rebut,min..5 lbs.per cubic yard. " - Il��j A6 ` / re _ • Control Joists:Maximum recommended spacing=8'OC.each way.This is a non-structural item and may be changed or omitted by Owner or architectural I " / ,i -re N CONNECTIONS. a designer. STOP�11211/8'LB R OF EXPOSED i'i 1 O N / . ,r4•se ' d��a� re �tj E • Vapor Barrier.Suggest a min.,6 mil..plastic vapor barrier under interior slabs.This is a non-structural item and may be changed or omitted by Owner or 5l it X 17 GLB POST 'll�lr , - _ 1 -POST TO BEAM BRACKET(NM) I; j // I .3:12♦ 0 architectural designer. Iq 1riI-�` - - � sae 1 _ W O 4' n O ®12 / / u I--7-0" 14'-O -I 7-0' I 6-0" -0' - o_.1 y ,Fw-i -A-_ - / CV to m .M W N=-�3:12 z ,a / ��/ cc) co 10 in N rn c }T, § �. / 132"CEILING AREA / It eh Lu QQ O N ♦ , N I Li?' - - - co- L / F R' 'W : - > a] _ z -C w 3:12♦ w �x 4 O PLATE 11)<J 1/8' ' § - • U _-_-_ _ \ C9 O a M ♦ -12"HEEL , N I I \ W O Cr, Q' XI- . (6 111%L_ .- v , ♦ BEARING WALL 1°2 ' I \ t.'r) \ Q CO O W NW sr, PLATE @ 109 1/8" - \ \ J Q Z , M -12'HEEL \ .. . D Z O O LLea I =:m w \ N. CO D- Q 0. rn \\GIRDER TRUSS / // j \\ ♦3:12 I \ \ 3:12♦. \ / / ,`� A 1/4111111‘ 3:12 31z ►/ N N m NOTE: INSTALL HURRICANE TIES AT ALL TRUSS ♦ Y / ( \\ I \\ W OR RAFTER TOP PLATE CONNECTIONS AS I / C'j `� \ 3:12 I 3:12 \ PLATE @ 132' ' '9 0 WELL AS FROM TRUSS OR RAFTER TO BEAM k" 1 \ A, ♦ \ -12'HEEL �/ 7 mmini CONNECTIONS. \ \ / N. - Z 07 \ \ ICI \ �� // CEILING TRANSITION _=I=i ;I ♦ I § O W Y N ey IL Ct CO �_ \\ \\ • rut // \ \ m \♦ I I ♦ • Z I� Q CD z N / V // GIRDER TRUSS , w11 Z W Alk V 3:12 w A7 5 v C� �`� ' //♦/ re a g� am HGA10 / w N (90 us / I I / / \ a I' 3 / UJ ♦3:12 // / / it ' / N N / / p T m N \\ Ca :5' 0 0 O !� 2 ‘. \\ ��'-�-e- GIRDER TRUSS - / / CO M t'� • a • II /�:72/ ♦ I I A6 1..1� f no ��\cam 3'�2 /// // - a Z a PLATE @ 109 1/8' / eri CO -12'HEEL - / ♦I'` I -- - -- -- - - - - ' / 512"X iS GLB 577X15'GLB O HURRICANE TIE @ EXPOSED BEAM CANTILEVER ROOF BEAM CANTILEVER ROOF BEAM I. - PLATE Q,09,/B" -CONCEALED 121/7.THIS END: -TOP®11218".TFILS END: I �' . N -12'HEEL _ -C°NCEAI-ED(BEAM Is HEADER) - - -E)wosED a + f -I _ -_- - - - 7 _ I .'y7�a, - , - - - tit 31B I ♦ Z THIS RUN OF TRUSSES TO HAVE 3'CLIPPED HEEL O RAISED BEAM ♦ 0 0 won .� . .. �. ♦ 1 ozoo o0a ra 4.. 0 0 _ 2 J g ' z_w_o ma. •i A6 ar gEi. iri 31�,fi I ✓'" t • / rn °" - - ;kit suc u 1 _ - A--. . JIPPER I FVFLWALLS AND ROOF FRAMING V alp �3u� t • 3 d -ROOF DIAPHRAGM IS 11RD, TYP. z€,00 x r l 21�' • • . a AC 4 ;rug A8 ,i -TRUSSES AND LAYOUT ARE OPA,TYP Z qu a 6 0 1 j� ALL EXTERIOR WALLS ARE 1PW,TYP. F36�o 9 • -NO HOEDOWNS REQUIRED AT THIS LEVEL. �� 2 3/16t 0 W- ' -FIREPLACE AND CHIMNEY FRAMING PER ARCH AND CODE MIN. El:::,;,,��°g 0 11/z• wo 5.1-5.6 H2.5A SIMPSON AC6 ;�° oaz Z>j O HURRICANE TIE @ TRUSSES O POST CAP ka COMPOSITION ROOFING O Si 0 MANUF.TRUSS 7/16"SHEATHING • SHEAR WALL ENGINEERS COMPOSITION ROOFING 11 =ao 2 X4 BLOCKING CONTINUOUS BETWEEN TRUSSES. PER PLAN MARK 12 7/16"SHEATHING AIR BAFFLE W/1"GAP\ PLAN AREAS p °=U7 ROOF DIAPHRAGM EDGE NAILED TO BLOCK. MANUF.TRUSS\ 3 li:Ka m s NAIL BLOCK TO BLOCKING BEHIND SHEATHING SCREW OR RING SHANK SCREW OR RING SHANK Y AIR BAFFLE W/1"GAP W/16d @ 6"O.C.STAGGERED PER CALLOUT V PER CALLOUT 1 R-49 INSULATION €¢ OWER ROOF "� 80 L 3 /y �, GARlp� MAIN FLOOR 1,874 SQ.FT. 12 son oR 12'HEEL TYP. t DF WA3/# .. BASEMENT 985 SQ.FT. OWNER APPROVAL PITCH I- 2 X 4 BLOCKING CONTINUOUS PER CALLOUT LOK .� ®/ 1r •y 7/16'SHEATHING i II HEEL PER PLAN VARIES _- t?nit BEHIND TOP CHORD OF TRUSS LEDGER f PER t NAIL TO STUDS WI(2)16d III II1t q ' ED BLOCK 1 ALUM.DRIP EDGE I ift. ilk Y ' '/t e ROOFING PER PLAN-� l ' TOP CHORD OF TRUSS OR MIN.HEIGHT ALUM.DRIP EDGE s �i TOTAL LIVING AREA: 2 859 SQ.FT. INITIAL: , 4 1 TO MATCH RAFTERS.LEDGER LOK OR i _ f GUTTER T&G PINE CEILIN c II •_ ,• PAGE#: SDS LAGS PER CALLOUT 64L- 5/4 X 8 PRIMED FASCIA 1 z MANUF.TRUSS 2 X 6 BLOCKING CONTINUOUS SIMPSON SHEAR WALL 2 X 8 FASCIA I� • SIMPSON HGA10 �� GARAGE 555+331=886 SQ.FT. FOR SLOPED TRUSS FOR HANGER. HANGER PER PLAN STRIP VENT inn NAIL TO STUDS WI(3)16d. STRIP VENT t EXPOSED GLB PER PLAN VENTED BLOCK USED SLOPED HANGER LU26 OR LUS26 PM EDGER PER CALLOUT ENCLOSED SOFFTI 5/8"SHEETROCK , Y / • NAIL WALL SHEATHING TO ENCLOSED SOFFIT zn-0" f� 2'-O°--•^ 1/2"SHEETROCK N' (l��iO ENTRY 73 SQ.FT. 46 SHEARWALL PER PLAN BLOCIICING W/8d @ 4"O.C. SHEATHING TYP.OVERHANG 2 X 6 WALL R-21INSULATION� r COVERED DECK 112 SQ.FT. MONO TRUSS CONNECTION TO BEARING WALL PERPENDICULAR CONDITION LARALLEL CONDITION 6A_�tAjSERLs $Ea.1 PAGE: LOWER ROOF CONNECTION TO SHEAR WALL I TRUSS TAIL @ BEAM DETAIL 1 TYPICAL EAVE DETAIL IS Fan_ 5ra.tla't. OPEN DECK 49 SQ.FT. SCALE:1/2=1' \ L / SCALE:1/2=1' 1 SCALE:1/2=1' �TEAtT am La' . �� \ PATIO 161 SQ.FT. BUILDING SECTION DETAILS M. TRAFTON ,Ar I COMPOSITE ROOFING, ROOF SHEATHING PER o 1 STRUCTURAL, MANUFACTURED TRUSSES 24" 0.C., J. STERLING R-49 INSULATION, 5/8" GWB CEILING FINISH r 3 CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, 467.5' MAX BUILDING HT. - 13 PER HT. RESTRICTION - - 2 VENTED SOFFIT 1/4" = 1' U.N. �� 1 - �- o OVERALL - 'L 467.13' BUILDING HT. NOTE:VERIFY ALL HEADER i FIBER CEMENT BOARD/ PANEL SOFFIT FINISH, R-38 z HEIGHTS WITH SUPERVISOR � ` '�� 3 INSULATION AT CANTILEVER CONDITION 05-05-2020 a :I: ''�► ,` : 4, ,�'� ;' © 2 (A) T&GCEILING 05-11-2020 UPPER PLATE HT. � - / ' ,�� :� � TK CEDAR AT COVERED ENTRY @ LIVING ROOM ,.■■f ��_ _ _ ...,� \ ell 4 (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT MAIN FL. T \ I. Ion ©© COVERED DECK A GREAT ROOM S.WALL 4A 2 ►,► PLATE HT. UPPER WINDOW HEADERS 5 _ - ' S _ GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH - \ki - I - - 5 NATURAL FINISH. CUSTOM STEEL CONNECTORS M.WINDOW HEADERS • PER Al DETAILS . 4 I SIDING PER ELEVATION, 2X6 WALL FRAMING, R-21 FNTRY HALL ) IVING _ �'NII:HF'� 6 6 INSULATION AT EXTERIOR WALLS OF CONDITIONED a \ . , o SPACE, 1/2" GWB INTERIOR FINISH z o C7 4 a m L_ I _ _ 7 BEAM PER STRUCTURAL n 1 Q 8 I N - --. I �W S 452.5' MAIN FLOOR $ CEILING FLOOR DIAPHRAGM PER STRUCTURAL, /8 GWB ti ,_ 5 ' } 112 5/Er FLOOR SYSTEM 11-�i-1T'1-Sf-11�I1 7 8 FINISH k - - - - - - - - - l- Ip PLATE HT. -n 7-n n-II-7f 1f ' 1I' 1►=►1=I1=1f =n1i u � -- • TYRWINDOW HEADERS 1I=I1'= -1 11=If=11=.u=1f= =11=it-7f-� DECK FRAMING AND FINISH PER STRUCTURAL ANDcl • �_=n=n°n- lr 11=11=n=1r.-n-11-1f- 1r lr-1r-7t N Ir.=1r=11=0 r1r= r=_____0 n=1r- =11=n-ire I 9 Ifalri7y-1finiu-1i=1 Efflf--�m.19ffe 111 will=1f-_. ... - ELEVATIONS .n_ _►-n-nn- - -n-u-n- -hl-1fV. 1r=1(=I-11 14 -1-n=n N u=i1=11=11=n=11- -n=lflr 1I n-u-fir -►1=1 - yr- -1411= 448.25,AVG.ORG. 1r=1r 111=n=n Ir=i=if=l-n=n-irli=n=n_fit-1=11E1= =n 1r-1r-1r=1r.-1r= _ lr.-I=u=u=n-n-11-1r-1r-11= =11 4=1-1-1- - El GRADE m 1►=u=1f==lr=►f 1r= --JfJfQ .If=1f.=11=11=1=11=11=11 -11=1r=IIMI=n 1 2X4 INTERIOR WALL FRAMING, 1/2" GWB FINISH, ai T. 11=u=1r-1r=1r=11=1= =1r=u ir.=lf=n=1r= lfir=11=n= =1= =u= 6 ENGAGED COLUMN FUR OUT BASEMENT WALLS PER 1/A3 - § 11 11=1=11=n=1r=u= 1W Ir n=n=Ir= _=n 11= �r n= 1fu GARAGE 1 l - o 11 11=1r==11:1f 11 111=11=1r=11=1f 7I--n= 11=n 11= 1f 11=1f.= m BUILD-OUT PER PLAN ao 1=n=u= - = - - -I1= =1 1=I1 11r 1I II1f.=111L=11.= 1f=11=n Cs �r u= - - --�¢� �_ - - 1r=n=u=u=n=n= n=n=n=u=►= mi 1r=u=n= TATIfi --- i u=u=lrlr=►f.=.lr-il--lr=1r n=n=n =n=n=ni►=1r.=..o=lin =n=u. -r=u- -n=1r-n=tr u=u=u=1f.=1r.= " 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE f ==11=11 r=n=ni11=11 11== 11=11=n=ff=n=n =- - 1=11 n.n RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X407 n=1f1r�r 1r=u 1r=n 71=1�7I=IL=11=11=nG1=II=If= =lf-u=t1-II- . u_= .11=n=n=u=tr_u=u=11= =1r=n=n=n_ua1=11 =11=1f u n 11 m 1r=►r=.n=11=lr=n=u=11=1r.=11=►r.I=II 11=u=11=n:=11 S.=.n=1r=u=1r= - GUARDRAIL WALL w io =11=n==11- ILLu===�111:=:ir°n=11=11 11=11l 11=11=11=1L=11=11r=11=nano--fin LL If n=1r L=.n=n=IL=1=11=1[ .II 11-I1=i1=11=I1=1I=11=IL=IL=1r=n=I1 1r=1r lfn=►=111== n=n=lr.=11 11=ulr=n=.lrn=11 11=11=1f11=II=.= 36" CABLE RAILING y11 1:1-7'n=u=�filr°un:��r raliu--rn:l siren r n lu--nll lri-i=ibile - - _ Widiir 12 E 442,E BASEMENT FLOOR T - _ _ - _ _ n!�j1l+fj _�,'If�fl TTT _ _ =1�--R.=rI--11--1(iF-if=1l:=1r�r 1_1�11- -al 1C=fr 1r 1u= �r--1�.-- - - _ _ _ = IfR-n-If 1r=.u-Ilan- o 1r*= _ =Ifu=lr= =If=nar lr=n=1=11=1=1r=u=7 u=n=n=ir=u=11- 11=11=fir 11 n=-_n 1r 11:11=11 =ir �L g=tr.=�r ir=_11=1 lr 7I=:f u f7=�11=11 _ 11=1r 1r-1 11=11=11=11=1f= 11=11 11. 0 =1f- '11=11 11=111f=11= =11 1111=11.L1=11011= If=u=1f__11 1f-11=11.=1=11-n-:n=11-1f-1L- -1f-11=11=.11.-11-1f-1L-11=fftlfn=1f11"I 0=11=11==11=nu=n=1LR= � 1 CI1=1f-n11-111111=111 17. =►f= - _ _ =1f11=11 11= 11=11=1L=1r=11=11=ff--11a1f=u u=�lrn_irk it - n-11-1r-n-n 11=1=11=11=11=1f1 I lr=If=u-_�ir�-- =wl=ll=n= -1=n=n=lr.=11= =n=1r.--n=n=n=lflr=11- 1f-11�i1 1[-11 11 1<R=11 Tf=1r=11=n=naL=ocn=1=L=fn=n=n=1r=►fn=lflr=u=1=a=1=11■■ _ _I __� _ ° a 1r=411=71=u= =n1L =n=n=11.=Ir=u=11=11=.n.11.1r-u=1L=u= =11 u 1L 1f1=n=lL=lr.=n=11=Q 11=11=n=n.u=n-If1r=n=1=lfu=11=R=u=11=.lf__ =._11 1_r I II r=1rt = r=1 CHIMNEY CHASE AND METAL CAP 43° '-' MID POINT OFF LOT Trill 11-111�JI ,=I11I 1 11-11 1f n 11-__n 7I-lf II=nf 1 11�.111ia 1 7,-1- - tilts i -I 1 11i_11L 171f ,-lr n-1t7_L--III-1 -Lr liTI I 11711iLl 7f ist = _ 13 N 0 L- II �l 7 �� I ^ - I ►j• E I i1= - �_ I I N .7- =urn==R_ __.n.n= =g- .i c n-u-if-11-11 r_11 n_n-r-n-n11= -I-_ i1 11. 1-1- - -I- - I-11-1- - -I-1- _ 1M = 7�-_-LA - - co 2 it 1r1r-u 1I= -n_=► =" .11=n�71-If--11-u=il ]tall=.-11.�=Il=iE II-lI- n-_-1=1= =irnr i=_= I=-r- 11=11=1 1 f71.I11i:n1Llr.II�lf-11-IC11=n=II Ull=7 11f=:11 11 11=11 1=1 II*1f.11-=11 °' c - --1i u=lr n-lr-sir-u=.n u u Iluy lni7r�n�llinnlr u9nini ti u=n�n�lrnlr 1 I��1 r-1r 1L g__ _ 1r-!r W-1-r -r- _ 1-1-n=1f� 11 1 _ ¢ a 1- I HA _ - _ - - - - I- 11 - _ 1 �- 1r- -1 n uu- -11-11.-11-11- 1f1r � nr=lr=►r-Ir - -1Cp1Ft- - ICI -11 II 7f . '-'II= -1.II= ,�q,,�� 11=11]1-_ 1 .1--`1-1 - _ - I - 71=' �� I' 1 �r.=11=1fn= _. .n=- - _-_ - - u- - .anal_ -I- -1-n-nuh1C="II'n •n= 11 In1r-1r- - -_a-= =moo- - 1r n-n=lrl�-n- -n- __Ir 14 0 lr=n=11=if=u�r-If1r-11=ul1=0=0=11=1r.=1L--u=1r-1r�n=11=-a==lf1.4f-1r=1L=11=nr lr1r=.f=1r._Ir n=n:=11=.n-lfu=g=ir=11=11=n=nL=if__-_Slit=I__I--u__--u__-- fir=1 i1=n=n-=nr nrin=nr nln1.=� Li_ Op w r Cl) 1 1=11=11=11 1f.=n= =1r =n=1r-u=►r_1=1r-.n=n=1r 1r 1f g°11=1f='u= =11=,11 1r.-==nar=n=1f11 1L=11=11=If=L n-i_n-R.11=11=11 11 a 1r 1 If=11=10=11 r1=111lr°nII 11=111=uaugu 1 n- Z W L 1L=n=n=lr=u=nr g= ►r=_n n=.�fn,n=�r .n=n=o=�fn=g��rinlr=t =lr-'1L�Ilr1r ¶ ic�11:�Irirnnnnirn-n:°:irlrnlr��I:II��a1�I:nn:Ir°11n- ,-11711L�:ILII11If11:=1C=r-1r,-. -nnu-lr,-u,-u- L =u=1r=u=n - ^ c u=,.n=1L,lr=n=lr 1r,u I L,. 1Ln I1 u1c L,11 ,.n. r 11. .►L1 , , w M 0 00 `� 15 0 m0wg to J O Q Z coD- Q cf., N 16 BUILDING SECTION 1 w UQ Z N ° W � CO z- 0 < 0 a w (� III 467.5' MAX BUILDING HT. J w ow (n PER HT.RESTRICTION _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - -- - OVER 467.13' BUILDING ALL IIINOTE:VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR 1 UPPER PLATE HT. A - - Q Q @ LIVING ROOM ,.■■m - - _ `C I R` Et Q : Z MAIN FL L GREAT ROOM S.WALL 3 12 -. _ -�- - - _ _ - - - npi _-- -. _- _ - - _ _ 3 2 a ^1 Q PLATE HT. UPPER WINDOW HEADERS km ■ 6 a a .3 - a , LI ` v ZCn 4 = Fri m ✓ TYP.WINDOW HEADERS CJ '/ I \ ' \ \ 1�\ - 4 S OV'D DECK PINING KIT -H N . / �' HALL SlARAGF s k 1 V / 4 b - u1 �4 I ¢if= =r a' _ � _ nr1_ w LL=g" - \ ',. 7 L 1=ff=11=11L-41= Z 11-11-11=11=n Wm 11 I i i = '-Lr=fir=�= 3wog° f / - _ -- - n __j - !!!!! 452.5' MAIN FLOOR ,p, 71- lf�u-lr tit 5/8'FLOOR SYSTEM �� 9 ! 8 f=1=If.=1f if PLATE HT. 1I - - -- • TW.WINDOWHEADERS i e _ir�:1rL: �./6 _a -I- - - - - _ _- - _1 '1- 1- - u- -i- - 1- L� - -11-111 -1- 1-1-. - - - - -II- - -n==I=u=1f lr-IL . .�I ll=u= 1I=11=11=1I 1I=11==I�=11=117=1If11=I=' 11=11-I II-��_��- - -1�u�_-I=1r- 1� =11 Ill.II.tI Milli �r�if�lfrnn1111n11�-I�r-I1�a,L=nulr�1=1=�11=11=�7C��u-'I--II:II 7.IC�1 1L=1L=1f="if=1C-Q=71=U='IL�IIIF w3 FE"�' 448.25' AVG.ORG. 1 6 10 LT == ii----11-lr -- nit=11: --ii- -n-rft1r'1r-n-_-Tr=1r-A=nlrn-11 min=n rrn-T.--nf f= -if-TErl=r1 ==n=n idwo. GRADE I D=1rt 1I=1f.=�=n= u=11= Z=Tr11 if 7f. 1I: 1r _ 1=� g r a ERia q 1L I=11"-_11=►f 11- -n=11-11=11=M 1r11 71=11=11.=11=11=11=M=11- if=1L--_ 71 7f=➢=11=11=1f=11=I=1= _ r n PATIO RFDROOM 2 }jALL RFDROOM 1 =air 1=n11-fit u=1r= n=R 1L1r11=.n=u=lr=11=nlfn If=►fir=11=11_►an- =fr-1r_11 n-1r=1r=1= = V 966 bi ►= =ff=11111{=11=� eff=lf iL=R=1 11f=11 o=1=1=11wHOIE1Im °n nun=1glu14 1mamm-'f=g.°1$. 1=II i 1 1L Z =31=0 n li u il=lilrlr- -n I =�a 3 r11 ►r�irn n°:irnit=:i1:- =lnira_on o=1:i1:ng1 li==.nn:nnl nlgn In=qg=lLn n�nlnn=iLnir=iln:R°nn:n n r=fn=n: 1-_ 1L==,fall:1L-IFRI 1f 11 TFII .11 If1I11 II n 1I II II _ 1I 1f II I�If-iI 11 II-If=11-1L II 11 If .II-lf 11- ;Ow_R�Ifu 1I=11F11� n IIFIf II n .11:71 n II II=11 II 7r� Ifll If Ir 1f if ,�11 II u 7=If Ir If 71:7r lf=1f � gow IVz I 10 r1i1iLonlr=lr=1L--�n-il 43 wuc►Lnnrnr nnnn7t=t4n=11111►L°:n�llflfuu��rn7r 4.- nnguu�tr -11: PL/�N I�REASa;oom 11WII =11f =b1 11= =11:=ILI1 1fIf=111 1 71=11MI==JNI1.II1f 11=11601 11==1=11=111=11= 111_1=11�IL7=�1�f7--If7�f111L��11'�llt]f1-- =. .. mp I ..1�L�L1_I�LII'llf _= 1 - IIr�'ll-rl�lf�71.t_fal_I7f.�Il�If1CIIFII'll.�l_f�1f�ll71.I1.1111:117f111fIr�11�J1�1L111�11�f o�oa 1 1 r - , rr--:�ifn 1 IL-I >r � �i=irlt Ir �r-R n n-17r�'ir n n Ir R n=R a nil-1r=lr=nil= MAIN FLOOR 1 ,874 SQ.FT. Dr�o 442,E BASEMENT FLOOR �� _ - 7 = - - -�- -u-n-L-u-n-n-1-n: u-u-n-Ik-u-n-n-1FLL- -1-u=L-L-n=u=n= a�.0 n:LL-1-I IL-u-u-1 .n-n-L-L-n-�L-u- 7�11.=If=,lr II 71.-II= _�Jf== -n= 11'=1L Ir If-]f=1I 1tc11=IIF1r �If-11=�=1f 1�=1� L11]I=If If u� -- - o o m - - 'a ='-r R-' c - B = - Att 1Ati 1f u=11=n. LaI--1 1. =1111. .-.mi.- -1= =11=1. fll.=lflltflf-1f.�,I. =1f="ii ILwin-l_ 1-A_T-L =.11=IE=_ 11-11= _ if lI _=1=1=I1=4,11=u=111f-1r=u-= n=11 =_r = 7r-1I=11- M ..-g 1-11--71. 7f n _�11311 -I 1fII. 1 7f - _ _ _ _ _ _ _ _ _ _ � _ _ >�n=.1=1 =11=11=1 1I=II=1�1 .II:]tall= II�u=.1111:]f11.-11=1f=7C- -I:]f=�u=. __=I�I_= _ lf=lf=if=11=1f=1f� _��II ll if 71-7r ]f-_ CO w�"o inn* f ir-fr-.n�i-0 I=IN ri u=. 1nfit-- 1 ar n p. ► ipr n-if�l- -1 .n-I I u�i n 1 = - _ _ - _ . .n 1ar=u�1 =.If1r n l -n.1f Trill �1fu= = W-111=rlr= iF4i=_ _ __==1= ui=-_ =n ir=ir=__u__ B FT. _ P a .u.-_ = - - -_ ir7=1= =-�� = u -a - Rnl-rr.-n=w- n r=I�1 Ili-i .-n nyir 1 = --m- a= 1= =n= _ =1= u n = 111-0--►r n=11=n=R 11 u= 1r n=n=n=.u-►r- __1r _ _11=1 1-1=__.�r 1r 1= =11 11 ASEMENT 985 SQ ranir u=g=uin-=I-Tr = 11 - 1r 1 IVI - 1 = �111=1 _= ._ n- . _7�� n = n Ilan. R =ram 7� - _ _ �_ _Q =1 =1fl�lf 111 1r=1R- 11=1 11=111 =111711 11= I f11 1. . L=1f-Ilan-I=-_ = = .IL=1� :11=ail= _I===Q=11=1111_11=11 =1f IL11=11 111I11-,I =ulf-1F_1 1f--Al = -lf-==If-u-1f 11-_1-1 1rlr=lflf.-n-11-11.-1f-11-_ _ _ 7_�_ _ _ _ �_ _ _ _ _ _ - - - _ 71. =1 F �If=11=1 IE9 71�=�11=11=n= I 11= _ _ - = lf=L-JI=If.=.n=11-1I=nlf 1I- II 1I11=1f=.11=1�7f-u=u=1r-11=If7I=7f IL=.IIIf-_7f�7� � _ _ II _ _ _ IF1f71-R=I 11=1f.If-a1f=.11-If-71 T �II 11�� - J 11 ._ ._� .II Ifi II-11-�1L_7 .n- 7r � _ _ _ _ _ _ _ � _ = en-1f 1I=11= JIF �lC=7f11.71=1f= ]I=11:II=If7f.=11.F1f Jf=11=1C==IL:If 11-1f JI__-F-I-I- 1 ELEVATION , n= =1P11=f-n-1f u=n 1f1< II -I1r 1M1= . 1 I = li u-n 1 .n.-- -lti=ii l=n=ii if.-1 lllr-fr -1 =n, .-1r.-1L B II :n- Ir-I i u. _o__r_a- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� u=►r=1= - n=1i 1r.u=ir=n=n=lr=u=IF rim-a = TOTAL LIVING AREA: - - - - - - - - = r= >c 11=1L=11=.I 1r nit-- _ -_-lr-_ =1= it. . =.n= u=n>r-1 n -u� 1 n=R :n-R: fit--.li ► .g.-nhl=u - =u nail n-n.-'fn1-yI. .rr�n n .n n n - - - - - - - - - - - - - =Ir= 1r.'=fir=n= =1=1= 2,859 SQ.FT. 439.5 MID POINT OF LOT _If=I 1=11=1111= 1 I = _ _ _ - _ _ _ _ - _ =1=ir-1 1= =1f=n. F n. =IL.Q 1f.-lf- 1 .n=1 11 f11=1f I -II-1L=1=1 -=' 11=II=- -- Ifn-11-It1L-n-Ir Illlf-H 1I=.2_ = 7f-11-1 71-11-7f]C lr _ _ _ _ _ I1 - _ I11= ifn"lf=111111 ==11= = - n-in f = ITIL rt = r=1. - _ 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ =1 1 11 u.=n11=n- n tr=11=_= T lr n= =n-Ir=n=.E=i1-n=lrlr=I=n-n =n--_r=1u=_R n.=.R 1r-1r-a_a-=1f:1 1 E OWNER APPROVAL r.=a=-I I. -II-IIK111 l 111= _ u--Ira--=u=.► 1.11f 1 I==-=g--'fife�r 111 11- '�a `r-- - .I = a l n-n. . _ _ u.fir . 1< - - - - =n fr 1r--_ 1-_-_ a-11 I=E-1-1_-_ 1r:gin-n ►r=1r�iE f-_-_-n.-ir1r.=ll=lr-Ir.if I- - - _11fr n=1f n= u=fr- . -►fu=t u. :emu: r5ru := .►L=In.=.n=n�►_ . =n-� _ _=.11 = i=n: r=R n L-n-fir_ FI u=n. L i-n-fir I i= n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ithaL-->r-n=1r-n u=.► R u=u .►f u= =n=1-1 E i � _ _ _ - - - - - _. 11= u--si-- n.= 1 . =�u=►=n=►fnF.u=n= n- a=u= 1- _ - -�n. -►r=. >r►r.=1 R.n.-�._1 =R I _�_>r 1L-u- �I-i-u-ll-g-n-n_n-'fir-> _a-_r.->r><n ter.-u n. 1r _ - - - - _ 1 = IL .► = =11 =11=1WiL - - - - _ - - - - - - - - - - - - _ =n. n=1 -L gra i-m.-2=►f=r1 =1- .n=1rn=1f.=. 1fn.:�. �r n _ =.n=ILaL=.i=n= a-1l-n.=.n n=g n=n=if g.u.n n= _ = GARAGE 555+331 886 SQ.FT. =n=11 .n ►t4=uu n-1 .►L =tit ff=1 u 1 .n 1 111 1r=n_4r__ n- 11=11=-n-n L-n1u f- - -nI 1 i-n 1r - _ - - - _ - _ _ _ - - - - - _ n=n.=.n--Tip--4 - R.n ern-'Etta-nu-n.-a-n-u=R. il-il- -►rR 1f - -Tt- INITIAL _ _ _ _ =u=.If=11=1 = 1 =R=-1 I _ .► n Ili:=11=►r- .1r_n_ 11=11==► n- . _ _ _► o. -n= =1r_11-I a -LIW n-a.-.► 1 11-n.-Iran =n=►L-_-11a ,_ _ _ - - _ = = - - = - - _ _n= =n=>r><n.n=.►r li 11 u�r 1r.n II Il . u. - - - - - - - - - - - - - - - - - ==11= if n 1:=11 ==11=11u. n=u ==Il=fl if 1= Fl=n.=lr.=n n_i I =n-n-i=�r n I _ _r-=g-II=lf=n-n-n. n. _ = - = - - = - = = - - - _ = n ii =11=-a-n-�1L r x=ffpu= u fi n ' it .R�1_►r= - -u.-><►L-n-n 'iL- L1 i _ _ _ - - - - _ - - _ - - - - - - - - - - - - - - - - - - - - - - -u-nar-lfn.-n-u-n.1L1-5r_.nar-u-n.-a-►r->r 1r 1 .Ran. n � Lf_ _ - - - - - - - - - - _ _ _ _ - - - - - - = R u- -1-n-n-�n-n.-a-►i-aanal .I�'u-n-n-n-n-t .n-Ir.-n-n. .a 1► n-n-n. .n. n. .1I. lr n n��n u - - - - - - - - - - - - - - - - - _ -1a1I-�1-1 1r n-n�i1-t -anal 11�ii n >r n �1�n-n-tfn-1 1 11-1 1 .1�i-n-n - - - - - - - -- - - - - - - - - -t _ - - - �- - - - - -u-n-1L-n-n-n-n-n- PAGE#: -n n-n1 n-a-u .n i - - - - - - - - - - - - - - - - - - - _ =n. l 1=.n=1fn fn.=.n-i. 1=n-n-rl r rl=n-n-n=u-r-L-n-u-I=n_ITh- 1--E k-Elli n _ - -n-i_n-n. .n. .n. .n. n _ _ _ - - _ - - FT. u=4=0 11= =u=n=11=11-lfn=.n=n. L-►f a-.lfu fg-n=i► r1 - it Ilan-n.-l4,==fi . L- .,rl i-n-n r1 -n-1_u. u - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ -n->r><11-o�n�n- - -u-n_n-n-lr1r11-n il-n-n-n-n ENTRY 73 SQ.FT.- - - - - - - - - - n.u=n=n=1 R>c► 1 n _ --i 11=n_n=�1r.1 na 1i"-11r-11-►►1 II -n- o=u- -natl- n-►L-1 .I R n-R n_n- .►r-n.-n-n-n-►r.-n-n n ►L .1I. n lr. u. .n. 1► - - - - = = - - - - - - - _ =1_Ir u-1r if n= r.i=II=-fit =1=11c11-u-1 _ - - - - - - - - - - - - - - I nlr=r lfn I - = ..11=-n r u=u 1=1 r IF1r=r =I L=r i1r11= n= - =n -n.11-r=o1= 11=n=n 1I.=11=.=_r==1r111=11==n 1 i=n.=.1r.-=11=11_ u-n- 51n- n-1r= n-u a i _ - g - - n-n-ln. r'ru.->r fI-lfo - - - - - - - - - - - - -� =►r-n=n= >r.n=a-lr=nF><n=r�t�lr--fir-1_I-►�ll�1r=i1-r1r 1r-1r p-n-u=i ►fn-"�`i=11i--a =ir_n- �►r=1r--n= I.u=>r�i�-i�ir� n=n=n ►r.->r_ ►r-�i_r--n=lr=na►al-n�nl► u=u=n=.Ir llr-n=n-n-n-nlr�ir,►fn-►r=1r 1r n 1_f-->r n=n=-I= 1- -1�r I y - -I- - - - - -I-I -I-I-I IflI -I I - - - - - - -I -I- -I ,I - - _ -I- - =1 -I -I- - I- -I- -I-I-I -I-I- -I -1=If -f- If IIIIIIIIIIFIIIIII- COVERED DECK 112 SQ.FT. /\ OPEN DECK 49 SQ.FT. /`1 PAGE: PATIO 161 SQ.FT. 1 9 of 1 R BUILDING SECTION 2 BUILDING SECTION DETAILS M. TRAFTON DRAFTED BY: c COMPOSITE ROOFING, ROOF SHEATHING PER o 1 STRUCTURAL, MANUFACTURED TRUSSES 24" O.C., J. STERLING R-49 INSULATION, 5/8" GWB CEILING FINISH a SCALE 2 - CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, A 2 VENTED SOFFIT 1/4" = 1' U.N.O. a M DATE o 467.5' MAX BUILDING HT. PER HT.RESTRICTION , _ _ _ _ _ _ _ - - FIBER CEMENT BOARD/ PANEL SOFFIT FINISH, R-38 w .F. -L 3 INSULATION AT CANTILEVER CONDITION 05-05-2�20 a 467.13' BUILDINVEG HT. NOTE:VERIFY ALL HEADER HEIGHTS WITH SUPERVISOR 1 • 1 (A) T&G TK CEDAR AT COVERED ENTRY CEILING 05-11-2020 4 (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT UPPER PLATE HT. - - - - _ .'- ® �� .. COVERED DECK @ LIVING ROOM : .■f I -' - GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH - MAIN FL. GREAT WIN Roots S.WALL 3 © - : - <- _ _ _ . -- - -. .. - -- r __ /. - _ PLATE HT UPPER WINDOW HEADERS - - i`© 2 5 NATURAL FINISH. CUSTOM STEEL CONNECTORS I - PERA1 DETAILS I IYP.WWDOW HFsrnc .::, - _ i- x 6 NSU ATION AT EXTER OR WALLS O FRAMING,CON ONED Z s -- SPACE, 1/2" GWB INTERIOR FINISH Z CHASE 01) I a CI 4 KITCHEN �' ,STUDY - 10 $TAIB ENTRY MASTER BATH BEAM PER STRUCTURAL n 1 w �y 7 • 4 m m 7 0 a �- - - - -n- - - o n } I11 FLOOR DIAPHRAGM PER STRUCTURAL, 5/8" GWB 112� ��-� � � I $ CEILING FINISH 452.5' MAIN FLOOR 12 5Ir FLOOR SYSTEM Fell. 0 . .. 11 1 I .. .11 01.1211 ■ 7r=II 8 = = DECK FRAMING AND FINISH PER STRUCTURAL AND Tl►rn►r�►�►r7 9 ELEVATIONS PLATE HE I I - .• Tw WINDOW HEADERS - - _ a rlr-T-7C-7 i10 10 � u_=Ti=it=ir: wa n-u-u-n-u-a-n-B- -u-u- • n B-u-u-n- -11-n-n-�- -n- -u-n-n-u-u- -n=n-H _ T= 1 2X4 INTERIOR WALL FRAMING, 1/2" GWB FINISH,_ elf 7r 71111_--�7r�--�arlEr�--�lr�--�7r lr--i �7r�--�71�--�7r�--�rr �--�lillr�--�_ 7r = 7r11--7rII--nlrg--g7raat C lr�rr=irr= -_- 7rll lr= 1 Q FUR OUT BASEMENT WALLS PER 1/A3 AVG.ORG. 1 - 7rH1r=II=7r=11=li=n=1r=_II=II= II=11=11=1r=1=11=11=11-II-71`-_ _ _ 1f lr-1f 1f II =.,�-f rr 7f 1 448.25 = all = 1111=11 1T=1F== 1r-II=u=1r=111== 11= 111=111=-IIII- = =11= == =11. l�r-r1r" 1r--lr-11= i GRADE m1r1=5r=�r 1r=1r.=1r�r 1r-�r 1r�r�r 1r-=1r=II=1r=1r=1r=1r=1r=1r-"sir--rr=lr=lr=lr=lr--sir--u=_ =11'rrr= n�l e § =r r r=11 11=lr=lr=11 1r 1r 1r=11 1r 1r=lr=11=n=1 11 1r=1r=f 1T 1r=1r=1r=II=u=1r=lr=lr-n 1=111=11=u=u= 1r r RFnROOM 1 HAIL BATH SIMI :II=7f=lr�urar un 1f u=n 1f li= 7=1<II=n=1f= lr i 71`if ir=1r i=7f if-lr 1r 7r�r n_ 1< 7f 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE m R E=1=7f=7r 7f=7f=.11=i=r-7r=7r=1f 7f=7f=lf=m-sira itistrarr=lr=rf=rr=lf=rr=lf=ir= =i=II-1=7f" 1r= RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4CO ,T, 1r=1r-1r 1r=1r 1r-1r 1=Tf 1r-lr--lr=lr=lr 111r=1r=1r n=1r=1r-1r 11=lr=lr=lr 111r=1r=1r 1r 1r=111=1r 1r rr=rr=n 11 �rn �rn�r�nrr �rirn=rr �r �rn=�r=rr=n �rnir �r=n �r �r �r = n �r �rnnn=�r=r�r �r1r�--�r �r �rn=n GUARDRAIL WALL di 201frr�--El_f11rr�1al11tlf-r_r�-itli�litirAli'I=111=111=11=1--�rf17frrtrr=rf =rf=lf II=1c�I=U= r1II--nTI.=1T=I=--Tip=--7f f�=--rr=--ri=--�rr=_f�--� 36" CABLE RAILING LL i ffslf=1=11=1IIIIIIII=11=f=11= 1fralf=11=TII.�=.T=1T=1f=1[11=IL=11 err'=I=1r=_ 11=lI 11=1r= �1=1r 11 n=n= F io ►=n1_rTTTT II=T IIT1rTIIo.1r=1r= �TTIIT1r= 1r=71=lr==1Tf'__I1r'rnnir=ir== ir4r4==ir=II--n__I�--T1r==f====n_.in. 12 0 '-1tr=1r'-1rr'-1Trl'1__--Tnln="1-=u�r fro= =r-ran== =r�n�n�=nirn�r�=f�=�r�Lr�T_--if�l=ff= =1=If�1 111= -1r��mil 442.E BASEMENT FLOOR _ - _ Il _ - _ _ - - - - - - - - - llagif new • n rfa n TI D n a n=u � ru g �114 n-44114 n=n= n n �l n 11 a n-ern =1T=11=11=n 1=1 =ff=1111=11=11==1T-==L,,ntlirmitTL1X=D =11=1T =1f=T: II 7f II_-rr= W= =1f 7C O - _ _ _ _ = ,1 li=1f 11=1r n ll=1f==1191P1=II=T='T'='1�'I-- u=111=1r=II'=':11111r if-Tf-P '-' =i=1l�_71== =lf=== ==ff=i1====1r==sff= _=11* =M=g 1f-1r= =11=M=11=11=ff=1111=11=11= =II=r1=r1=r1= =l=ifif=o=u=1f CHIMNEY CHASE AND METAL CAP o MITI =T=T T�=r= =---n=11=11T==_=r II=u=1r=111====1r=_T-rr= =__==�=_�r=Ili= = 1T=1=11=i_=51-11r- ' n-1r=1r-1r-1r-T==i =rr=1 �r=r11=ntlIti=Tr=1nnu Iltli=1T'�1r T n=1r= =1=il 1r 1r=1r=_ =1r-T-T li Z.I lir- _ _ _==== n- n=r mr T_=r�r all=fi r �r�r_rr=ff=I= _u= _TIAT►1 T__-fir=r=n _1p �r nn.7=ir=u- nl=r,T if=1:=Tan r=T=T=T�r it 1r=T-n it u"n i n= _=�rT1u n n 4r ThAr==n Tr T=IT==IT rr=u_=n= 13 N - - _ _�nrT-lrar�rT-1rTTT �rTTIITT _ TTII T T T - - - - - -____ __'___ 1r-T T-1r=�u-=T-T-1r-=1r-1r- I-!- -_ _'-1T __ tr- �r n n 1r=_ =T==�nIr�r_ _.��rr��r��rn= =�T��r�=rtT�T�= =�n��r�=T=nnT-�gT-�n7f-='11r'-5r1f='��r=1r m=1> =1�r--5r=n=rrl=5r=o1T�r = .r.-=_=n=__=1T= T_u�_r--11=n_= ==== = T_=n__ _ -_'--_f= _71T1_r = 7_r = = _ =r _==n=111=-1_1-T17fT-a=- =11-- =r= =1r 11 T=II=1r=1r=1111 T=T=1r=T==T=11 1r T=rr=11 T7�_�=11-1r�-T n=II-_1, = 111 =T-T=T=T= CO ELEVATIONS I I 71 _ _ _lI-_-1r = =111= _ 71-11=11=1f--lr-T,1f. ��E,j,.T, . iT ,11 ,1E-,1 ,T T T T T _ _ _ _ _ ._H:,_u, _ -'T'" i _ _= �T,,. in- 439.5 T=T=1r-T=T===T=II=T==fir-_�r T===1�r==_-u u_==-F__ .„ -: • •: I . • =1_r=fir= ==-= _==n T===_= ==1==7� =T==11=11=n.=n=11=nu=�=11=11=11=n=lr=11=11=1 E=ll=nf=_�1 11=1r---111=1rr= _err-1i1==1= Q 0 MID POINT OF LOT =n 71=T=¶=T ff=ff==T=T lr-=Tlf= iT-T-11-11- I-S-T-_ _ _ .. _ _ .. .. .. _ _ _ = = T T T T T T 11 II - - T=T= 11 = T=T=T=T=II=1r= 1r- _ =r T-n = 1=111=11===�T _I _ __-T=T-- =T-=11=n T T T T-T-T-T-T n nr=1F===fir=T-_=11= __=1=11=f 1=-11=n=11=11 fnr=I=W=n=nnnn==n=rr 1rTnT= 1=111 rnrn 14 0 rn �r=T=�r=T=T=T=T==T= =- =T=T=1 i=linT=T=n=11=11=11 ir=u�ir�l=== Ili i i �r T== =i= n=sr T=N= =r a T T=T_n=r�vnT__=TiT__.r =if 1=3=TrAT= _ =lr--Ir=T=T=1T�r Tar-Tr=Ti_'=1o=11r=T===1-=T=1r==T=n=fi ar=�T=T=TarU=N=ar==_= T11=1r arar T=o11=1E =T=1r=T= ===I f= 11 _ I __ = _ =fir = = ==rr = =T=T=11�1T=T=T=T=1r=T=T=T=r 1r-ir=T=T=T=Tar=11=111===T=n=T=T=T=T=Tar1=4=11 4P11=M=M=T _1-51'-111=1r=T- u- w ,- I ar=II===T11 =Tara=-=_=T= ar=T,r-T=T=Tar=T=T=T=T=T=T-T=1r=T=a f i1- =Thr-HTar- - Tarl T - T - _ _ _ _ _ _ - - - - - - - _ - _ _ - _ - T=I= a-1411- ar=Tar=T-T= ar= ar=TM=.11 rar=T11fri r= =11==T=T=T=T- =nar-= ar-=11=If r==,1fT=1r===Tf=11 =T-T=1r-IIar-Tar-n=�rarar-g-�r=_= =r� =if=i = = =n=I=I=I=I=I=I__=T__I =n=I=I TF=I=n=ln Z M v -6 _ -IE31=1r=Tar=T=T=1f=11= =11 IIC 1f 1I 1r T=Tar=11H=-H-= ==Tar-ar=II= ar=T-lr ==U=if=4=0=ff-Tar-==T=T==T=Tar=T Tar-fir n=n=M= TT-TII__ T-T T - - _ - - =V= - - - - - - - - - - - - - - - - - - - c T= ar=ir=1=ffa=li nar= ar11=TE= narar=Ta== ==T==Sr--IIar T==limji 'T=�lffir i li-n-arar=T =Tar= n'-1�r=ir=ir1r=T==Tara==T-Tar-siwir=r= �r�r Lr=►r-�r-n�if�=n it jr=nu=11=i=r r,t tt,,=.fi=fw=inn= =n=n=nr. Ce x ce co ii=ir T= afro= =T=T=T rar T=T=1r=Tar=T=Tar==l=In=n=IIar if=if =_ar-R T-1_r-Tar-lr=lr=Tar=11a-1T=niltif=-T-_Tar-ar=n1-1II=r--T=T=►r=T=nar T T II T-T=IIar 1r-T T _ _ - = ar==T=T= ar=lr=lr v= ar=Tar=T=T=1r=Tar=lr=Tar-T=T arar-arar-arnr-ar-T=Tar=1r-ar=lr-ar=lr-ar =n�rar=n Lr =T=_ _�r�r Lr 1r n�r n n n�r�r n�r�_�g n=_ =�InnnI>r '=T=�I�I�I�I�nr71Ir71�rL1nn 15 w o o .. m TT - _ _ _ _ _ rr 7�T�7r 11==1T-=IITa1=111=1=n== 11= 7=7r==lr=lr =Ta1=T=1r==11=ll =1I=T1 r=11=f=Tf=_Tara1=T=Tar11=1Telft ff=1 -=Ir=11=11=u 11==ll 11=11-=-=_-T=1f=if 11=11=. 11=11=1=11=11=.�_.�_11=1I 11 n 1111=T=11=11=11=111r=11=7==11=T 7_� 7r=1r=IIar= -lI=1J'=111 0 CO v Z N 11rrt111 Tfthl 11rf7frrT-,1=11T1r11frr11rr1�7r�IlL=.7=7fII11U=U7frr7 ilmlfT-.�T11r 1=r rr-111-11 11.-1WIT-ir1 ii-11II-lr"rI-IT frr-n-11±r=1f r17111-11-11111± =11711±1E7X= ,ENTT1i1=U II T=T_.1r=11=T=N=11=1f=T=T=IIF1r=7TE =Tar=T=Ta1=1relf T..11 -1r-11-T II 1r-lr _..T if 11= _1 Q 5 OZ = al 1 CO D_ Q a, co 16 BUILDING SECTION 3 W UQ NI Q Q 0" - w �11.1 � - 467.5' PER HT RESTRICTION4 MAX BUILDING HT. 13 _ _ - - U Et N LLI 467.13' OVERALL 1 it (N- BUILDING HL NOTE:VERIFYALLHEADER -;�� ` I ` LJ.. HEIGHTS WITH SUPERVISOR ?-s - - '1� -I-�� i ` . I W = p CC UPPERPLATEHT. . _ 2 3 MAIN FL T GREAT ROOM S.WALL ©© ■� � ��`.. .. I '• _ I' '.n, a PLATE HT. UPPER WINDOW HEADERS ; TYP.WINDOW HEADERS I -BEAMO SERVESt AS TOP PLATE 5 1?X 15'GLB CANTILEVER ROOF BEAM -T I 6 -TRUSS TO HAVE 3'CLIPPED HEEL J 4 6 I I § k MASTER BEDROOM LIVING - I 4 b s wLL � 4 a°uu 0 N I O 3 2�OU ial� 452.5' MAIN FLOOR 1 I - not ' z o ffJJ11�� ii � .e..MM _ .�Ie l.eu. SM.SS•N U I�.EMIN - IM -U i ~ - � 25/8'FLOORSYSTEM �i ��w=� PLATE HT. - q,'�, 7VP.WINDOW HEADERS _ \\ I ' I a - . , / N - / \ W PO 1 I " r w >i�z 2 6� 448.25'AVG.ORG. rill fnp wa aV6a UO1 2FGRADE ao4�€§ � C JIVING > RFIlRfOM 9 oaF°' �U �I I" _ Z w==� / _ � I� 4��L 11=11=11=11-11P11-11 1 I 10 II PLAN AREAS " I=1I=T=11=111►=I1=1 sl Zz Ir=1r=.n=n-ir.= = .1 -II=11=1r11=1F= JAI 4ii1 I1=IILITLI 1.=1III.n n=1r=11=lr=lr=n �11 1 ,87 p= FLOOR -1-I=1101F=11'?T., _ - - - -- - - - -- _ _ _ _ _ _ - - - - n=.n=u-n-n-.H=.n- nRn-n-n-nr11 11 ,un-n-n-u-n-R nit-nn 11-1r=I111Ir=11 m; 442.6' BASEMENT00 _ _ _ _ _ _ _ - - - - ! - - - n=u=D=n 11-L-:D-3ru- I- -H- IIN1-11 .1L .1L .11. .11. .11. " n =J[ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = e = °°° g-n-n.-n=1: �1 n 1 .n. .0 a , n. .i1 _ _ _ _ _ _ _ _ _ = i - - .-,7= -T=11=11=11=1=11=1r-=I= :lf-If-]1=T=11F11 •11: •11 11= al- - lla1-11-11.-11-11-1=1r-II if 1i-11.-II�= -II:11-I1.=II=�n 1f-T 11 n ►_ .=n-- -1r-1r.- .-lr-..Ir.-T'-_-_,=nTT=`►1=.n.-T= - -1r=.a_n-n-►1.-n-n-n-n==ir=n.-�-u _ _ a�r�r .i - - - - - - - - - - - - - - - - - - - - - - - :T=.Ir.=.ir_n=1r=1r=lr=lr=�i=n=n: _ =.11�T=Ir=T=1r=11 ar-n==u=n. CO =� - - - - - - - - - - - - - - - - - =1=n=lr=lr= =1=n.-1r=1r-T�11r-T 1r-1r-.lr�r-►r - -u-.11-n-n-ir-n-ir-n Ar- H irn.u-p-n-irII=K.-1r.-n.-lr _ _ - - - - - - 11 - - - 1f - _ - _ =I1=1r-n= nar=II=1=11= w . a=1n �r= ,1 g-n nil it .-fir.1=n-fir=H=11= 11 =1=n=1r.=n=1r-Iar-1r-TI1-n=n-n- 11 Ir.-T n 1-1r.-.11-11-1aa-1r.- 11 1 IL=ll 1r_=T=llan-=T-T.- T.-lr H D� ir BASEMENT 985 SQ.FT € m= =11=11 r-.II.- 1=11 -fi-1-r-T-Tan=11=ff►r-fir n._T-►r11=11==n=ff o r 1= a n it U =11=11-�1 11 1= =u i _ - - _ - - - - - - _ _ 1.1r=1r=n=1 .1r=n=11=11=11=n=.1r- -r=T Sr=n=n=II° =u=►r=n-n=n=11=11=l=lr=lr-ll.-n- -Ir-_ =1r-n. ar==liAi = 1r = = n= =T- =ffslf --=If=111r-ll:=11 =11=11ll-a�=11=ff�T-=11=u=11=- =11 ..._ n=h1=►r=If ==1F=If r 11.1=1101 =11= - _ - - - - = - = _ = r=11=11=11=T=J=nall=1r_ v= n=lr_.1F=u=11=If=.J1=n ;1r°T=_=n= - - - 11 - - - - - - 7-= 11 7-1�_ =II= = ar T==11=1 11=11 11=JE►11=i u-- =I1== 11=11= = = li=11=11T= n-11=1r-=l 11=11=-►r=.n.1=ff►r 1=11=11-n-1r-T u I_ Ir.-T� _ 7� = 7�T-I lllf.-11-1_hp- :if�71-Ir-II-II 7_1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7_I II=1L_Q lL-II=1L=.IL-I=II=11 71=R T=11=11=1L=1I=11= =J-11-II=II=I1=11=T=T=11=n__=n=11=I►=11]J:1L=T=-JI:T=11-T 11 - _ �1=T=�r-� n-1�1=1= .II-1f==11=11 = 11=IF - 11-5-T.-1r11=1101=1101=1 T-�-IL-Tar11=11 - II- . 11=11I 11=ll:= =111=-lf-lr .II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7rar=11=1r 11=11=11=T=T= 1=T=11=T-11=n=11:1 JI='11=1r= -Ir.=T=. -� n _ _ _ 11 ar= =T= n.1 =n u= Jl=17r.n.#11=11 .- z ►-1r=1rt---1►r--n=.n.=.n n=g=►r-1- 1 n o ►r_1►11=ff►1 n.-►11=11=11011►11 i .n = f 1 II=.1r=nr=1r_n. TOTAL LIVING AREA: 2 59 SQ.FT. , ELEVATION@_ � .IL-.IC-.0 lr. II if 7f ar-51 IIC-OII.-7L-11-1f-.1�_r1ir°n11n = 7_� _� _ 7_��_ _ _ _ _ - - - _ _�_ .-�Alt- ,- -�- - -I � d� 1-n-_r-a J-If-1L=.II:I�►1-R.II=1L-1L- 7.-1f.-71 71-1�11-I1:7r 11_-IJ¢"1-._r-►r_ n _ _ _ _ - - - - - _ ,8 Q 439.5 r ►i#0,--=. =1r=T=ir r-►r- T.11.•=ir =n 1�11._ .Ir 11 U ►r 11 1I n I _ _ T _=11= ►1 _ _z-_ _ _ •; , . .,I ;:-4. - _ -11=1-T=.11=IF T._71-f T=.11=1 -11=11-1r-Ir--lf.11=1r=T=11=1=11 Q 0=1r-lr-Ir lnaiff`1r-.11=11-11=ff=11 MID POINT OF LOT T=11=n - If= - T 1=11.=n II_lI_1 lf_li II 11=n=Il-I=T=T=_ff U K = _I= =E=II =ii 71 1- _ I ►r►11 _ _ _ _ _ _ _ _ =Irl= ram. =Ir 1r.-11=.II=.n.1r=II=1r=II- Ali u.=T=1I=11=1Pa r=1l-II-II- __►=1r=T OWNER APPROVAL - 11 - - - - - - _ :=11==1f = ==II r==11M1===11=11 a=T=T=. lf 11 -I- I=111 1II=-= .n.- - - - n_ll=II=I 1I n11WW .F II u-n-.n-n-n. n. _ _ _ = = _ - - - _ =1ralra=n=.n=►r.11#11=11=. --rr--rr..K= n= 1-n.-nar-n-n=l11 _ _-n- .II_-.►r 11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._1=110,_,u._ _ =I= ==►1== 111 = _. =n- - -n=.n.wir=ir n.-lr-lr 1r=1r raIi --n=. --sr-n==l1 .=.► ►�ali it=11 .IL-T.-TTI=ii=lr II _ - _ _ - ►r lr-n-►r.-T=.rr-1fn- lr-lr--tii-T T .►r II n IrT►rn►1 r1►r n ►1 .►r ►r � ►r ►1 u.".►r'_"o - - - - - - - - - - - - - - - - - - - "11---i - _ _IFIF� =1 n-n.-1 -11 1f-: - -I= 11=11 .-=11=11 11=. 11= na1=T=n 1=11= ►If=11== . TE 11=1 Saar11=11===1F=If 11 = -41►r-T 11r-=11=11 fpff= ►=5f►r=T=.g=1Fn- GARAGE +3 1-886 SQ.FT. i=►r=n.=.n=.u=1ru= 1=.►r=. T s=n-►r-T ulr n a-a -n n-►r.-nar-►r-►r=na►�T_-►rT,, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1fn.-lr-n=n= . lr=n- r=1fn=1r=.n=1r=.Ir.=T= -11=1r-T=s=n=n.-n=g�1_r=n�r=.►r_n=.n.-►rar►r- RAG 555 3 - - - - - 1 - _ =u r--1r=T=1r=►11=1 _ =11=Ifu nll-lr=n-n11=11=.=T-11ar_= - lf _I lr_n i11=11=-►1='►r I= ►I- lr11=11=-►r .n _ ►r ►r ►r n n. .n - - - - - - - - - - - - - - =n=T 1r--n=1r.=11=n-n Ir-.Ir-1r=T-►1.-T=n=n-n-1r-T INITIAL: o-n-o.-n-R►r--►r- ►. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ =n ►r.=1r=n=►r=1l=�ic11= _ _ _ .-T=►1=T.-lr- -sir-I�T.=.n.1►.=.Ii T:lr-n-nar-lr-lr-n.-lr-n-li 1r-Tll n-n.-n- =a=.►r-.Ir-nlr n - - - - lr=n_n-1rlr- -1 -n . =11=11 =11= Tn1fnIITlI nTIITIr ►rn _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - _ -1- .a1-1r-.n-►r.-n.-na1-►►.-lr-n-Ir-►r.-lr-►�.n=n=n.=.Ir=.►r=. n.=Ir=_ =n=n=.n.=.1r.=n=1r-n. 1r-lr-n=1r.=T=a n=►r.=.Ii II.►fn=n=lr.=1r.=.►r=. n-lr-- - - 11 11 l 111 - ll - _ _ =1 11=11 IlII I=.- lI IIn l 1I II nlI l=11=If1r-T= 11=11=1S11l li 11=11=T. _ _ _ _ _ _ _ _ _ _ _ - = - = - _ _ = ar.=11=11=I1=.nII=II=1f=.11:lI=n=.11=.11:=11.=.II=1L-11. U-T=7f-..n=1 11-n. .-T n-T .►L .0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ - - - - - - - - - - - _ =n.=n=n=.n=lr.=1r.n-n-n-Ira=-n-n.-1►-n-u-ulr =a-lr-n-a-un. 11. � - - - - - - - - - - - - - - - - PAGE#: - - - - - - - - - - - - - - a-n-.nal-lr-lla ii=ii -n.-II-11T-n-n-►r-lr-lr-II-n-n 1=u=i1 r 11-n- -u-_=11=Ii -T-n lr - - - - - - - - - - - - _ - - - - - - - - - -1-n-n=IIRIl-n-n-n-n.-n=n-n-n-u-u- G 1-n-n-►1-►1a�g.-._ i-►r- ►1.-n-►r-►1-n ►r 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - =u.=.n-►r-n=n-n.=.n=1J=u-nar-n-►r.-.n-n-n-11>=n-n-n-n-n-n-n-T-1r-n-►r=.►►-n. lr i - - - - - - - - - - - - - ENTRY 73 SQ.FT. - - _ 11 I-n-n-n-n-u-nn-n-n-n-a-n-a-►r-n-n_I= 11=1111-n.11-�-n-111=1f 11 =11 _-IL-1111-I1. JI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1-11-11=11=11-ir-n-►1=11=11-11-11-11=Ila1=1F=1L-ir-11-11. 11=II=l1=i=ff=1I=II- 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : =II=111I=1 i= 1f=T ai=i11 mica=T==l1=d I1=1f11=IL-n.-n-1r-mII=II11-11-=.IL- 11=1I1-11 T II II-11-11.-I1- a-T1li=ii IL .I. _ _ _ _ _ _ _ _ _ - _ _ _ 1=IL=11-11-11.-1f=71= =11. 1-111-11-I1 II I1 .II. .II 11. 11 II II .II II .Ir 7r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7_� =f�71=1r 71= lr��.Ir.=.Il=1 1=n=n.=.n._n-n=11=►r- ._n_►r_T-►r_l1_n_10-►r-lr-.►1,_IIlr=lr=l=1r=T n= - - - - - - - - - _ =1=n-1_ _I a1=T=lr.n=u=i111._1r =1=1111 If=11=1 7f7=R=11=11-11.DAIf.-.IL_T_1r1r11011 -R=1111=1=-►1 =11=.f=11►1 11 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ =Ir-Ir=1= =1fI1=L-.IL=1J=1r.=11=1r=11: T=.n=1r 11=11=-►r-g-n-n ►rar =11 11 ► - 11 If _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i11=11►r=.► n11=11 11=11 11=11 r.1=11=1=i _ _ -li=11=111J-II=II�raiar-►r-►►=r► 1►-lr-n-►r- -►r=11=11n 1►r=11►r11 - - - - - - - - - - - - - - - - 1.=1I-1I1r.-T-.nlr.-1 r-n- II.-1r-1r-T-Ir�Ji=11r- - T .II T .n. _ .►r. � n ►f lr .►1. .n n T .n. II lr - - - - - - - - - - - - - - - - - - - - - - - ��Ir_Ir- 1-n-►r=11-n-nal-n.-Tlr-.II.-o=►r�T- lr=nar-n-►r-n.-lr-g-lr-1�n- - - - - - - - - - - - - - - - - - - =n= =n=►11=3= 1r=1rFn.=.u= 11=11=.n=�=T=►r n-Ir.-T r.-.n-1rT-nnT.11-n-n-11► 111T- lr-T-T-n11=1=-lr-Ii T.-II .n - - - - - - - - - - - - - _ - - _ - _ _f _ _ =lr=►i lr-.1r.=.n=►r= . COVERED DECK 112 SQ.FT. _►r-►►.-u-n-n-n-►►- li-n r-►r-►�n-►iar►r__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _n=n=.►r=1r= lr=n_T=Tar= =u= =.Ir=lr_T=n=11=1r-n.=.n-►r.-Tlr- =a-►r-n-►r.-n-n-n-►r-►r-n-n.-1r-.II.-nlfn - - - - - - - - - - _ r-n-►r.-n-n-T=T-► r-►r. n-n_Ir- froi -n= _►►fin_. �_ 7_1 1r n .►r n. = n ►r n . n. ►r ►. .I n ►r ►r n n. - - _ _ -i - _ - - - '-r -__-f _ =a_►r.=n.=.u=►i T ,„. n-n=n=.w.,71.=RwIr-Ir-If-Ir-no..,►r.►r,vv.,n........as.-ng n�. _ - ]r=,,.11.m1�T=,1r�,11=1i�.JLmII=�I„--.11 11=,►1--17r,=,1I=11=11.-T�-lf-;►1=_I1m11;,.0�]I��,Qm1L-11.mIL-1f 71;,i,-;11;,IIr.I1.-,.Irml --1r-,.Ir,;.lf 71,-,Jr�.11.-11.-.1Lr,11-7f-.7r.-�1L�"II-1f;►f-rll;,ll-.,,11.;,.1��,, ,� .. "_ ,.�,._..�R .._.._.. ,. " .I ,._,._.I . A$ OPEN DECK 49 SQ.FT. PAGE: 1 PATIO 161 SQ.FT. BUILDING SECTION 4 13 of 18 EXTERIOR DETAILS M. TRAFTON O COMPOSITE ROOFING - o 1 J. STERLING " N MAX BUILDING HT. CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, x PER HT RESTRICTION 467.5 2 VENTED SOFFIT 1/4" = 1' U.N.O. m �. 467.13 6 NOTE:VERIFY ALL HEADER BUILDING OVERALL FIBER CEMENT BOARD/ PANEL SOFFIT FINISH 1 -- - - HEIGHTS WITH SUPERVISOR 3 05-05-2020 z --- -- - - -_ - -.-- - — _ ,� UPPER PLATE HT. 05-1 1-2020 - Q_ @ LIVING Roots A T&G TK CEDAR AT COVERED ENTRY CEILING -`� © 2 ■■� — -- _ 4 ( WITHIN BEAM PERIMETER AT -. . -- •. MAIN FL. B COVERED DECK -. .-- - _ :- © 2 GREAT ROOM S.WALL 3 12 UPPER WINDOW HEADERS PLATE HT. 4. 5 I GLU-LAM BEAM/ POST PER PLAN. EXPOSED WITH a I4B T P.WINDOW HEADERS 5 PER ARALD FINISH. CUSTOM STEEL CONNECTORS 6 W23 7 \ a, FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. 71, ° 6 TRANSITIONS, PRIMED SPRUCE @ INSIDE Z 77 / 8 o 'T CORNERS, 'X' METAL @ OUTSIDE CORNERS C7 - - a. - o - 7 4" REVEAL HORIZONTAL LAP FIBER CEMENT SIDING 63 n 1 Q 8 ' - W22 2656 CASE W20 2 . W illidgill - W212656 FIX _I W184060PIC __ 11 6 l p . , 4" REVEAL HORIZONTAL ACCENT SIDING-VERIFY • / t MAIN FLOOR 452.5' 8 _ _ 12 5/8"FLOOR SYSTEM g �_ PLATE HT. p I _... _ . - - 13 TIP.WINDOW HEADERS 'SACKED' FINISH AT EXPOSED CONCRETE E - e 9 Q 448.25 mAV GRADE ARCHITECTURAL ACCENT FEATURE- VERIFY_ ._ m 10 L- (15 - -- D213080 e 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE INCD W3330410 CASE I --__ 1 1 RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4 t m GUARDRAIL WALL m 1� u= ' BASEMENT FLOOR 442.6' 12 HORIZONTAL WATER TABLE TRANSITION E .'>_' TT 0 o C l SKIP SHEATHING AT UNDERSIDE OF DECK r T ELEVATION @ N MID POINT OF LOT 439.5' 10 2 0') C CHIMNEY CAP Q 14 0 2 LL me r a; Z 1 � --0 COcc X cc E 15 o m ° N J Q D d <'7 9 fL W m co 16 NORTH-EAST ELEVATION w UQ Z N o W It co z 0 Q a) z (n Lg u 467.5' X BUILDING HT. 14 J LLJ W Q PER MA HT.RESTRICTION . ("".) Ct N W OVERALL lL H 467.13' - BUILDING HT. NOTE:VERIFY ALL HEADER "--- - H N -- LL HEIGHTS WITH SUPERVISOR - - - - - - - --� - 0 Y O ©© -- -- - __ O Q UPPER PLATE HT. , - ` - - @ LIVING ROOM .■■■ - W14 4016 Plc 1N134016 Plc W12 4016 PIC _• - ___ — -__-- --_. -._ - -_.- - lit MAIN FL GREAT Roots s.wuL p a - --- L.L QJ PLATE HT. UPPER WINDOW HEADERS `� 12 - 2 13 a z Q 5 CO cn IS 1•111. N TYR WINDOW HEADERS 4 - 9 tI — '�^/� 4 7 VJ = as : - - _ i rc i i• !• it 12 . . Z na< W174060 PIC W16 4060 PIC W15 4060 PIC O o wrc W1912080 PATIO DOORW114060 PIC W104060 PIC I' 4060' « wlq 452.5' MAIN FLOOR I 6 11 6 7 I30 °12 5/8"FLOOR SYSTEM - _ < P¢a W o - .. . o 0 V� :wa _ �wpa PLATE HT. _ ---- ' owxia -J TYP.WINDOW HEADERS L� - W iFaol y ' awo z°wwa 0 448.25'AVG.ORG. T / . W a z w =�N pgo 0 GRADE - ::..-oF 111 = e4 _ — CK z-`mO :a=uu » ——W32 3050 CASE— _--- -W30 3050 CASE— - - - -- W313050 FIX PIC - - - W293056 CASE W284056 FIX CASE W27 3056 CASE PLAN AREAS wo=wa �'a�zz + m w �ZV O 442.6' BASEMENT FLOOR ' ' MAIN FLOOR 1 ,874 SQ.FT. Napo afm- BASEMENT 985 SQ.FT. X 4gi w 439.5' MID POINT OF OLOT + I TOTAL LIVING AREA: 2,859 SQ.FT. OWNER APPROVAL GARAGE 555+331=886 SQ.FT. INITIAL: ENTRY 73 SQ.FT. PAGE#: COVERED DECK 112 SQ.FT. A9 OPEN DECK 49 SQ.FT" PAGE: PATIO 161 SQ.FT. 1 A r`f 1 NORTH-WEST ELEVATION EXTERIOR DETAILS M. TRAFTON COMPOSITE ROOFING o 1 J. STERLINGcN . T l0 MAX BUILDING HT CONTINUOUS ALUMINUM GUTTER, 2X8 FASCIA, co - 467.5 PER HT RESTRICTION 14 2 VENTED SOFFIT 1/4 = 1' U.N.O. o 467.13' BUILDING HT. NOTE:VERIFY ALL HEADER FIBER CEMENT BOARD/ PANEL SOFFIT FINISH w HEIGHTS WITH SUPERVISOR - El -- - 3 055-2020_ __ iz — UPPER PLATE HT ,� on '- - _ _ _: - -_ - - - - - --- - - _-_ A T&G TK CEDAR AT COVERED ENTRY CEILING 05-11-2020 @ LIVING ROOM .■.f s_ - - _- __ -__r - _____ -- - __ ____ -.- 4 (B) T&G TK CEDAR WITHIN BEAM PERIMETER AT -- MAIN FL. GREAT ROOMS.WALL ©© - - -` - -- - ©© - 312 COVERED DECK PLATE HT. UPPER WINDOW HEADERS — 4. W07 3016 Plc woe 3016 Plc _ - _Ink Hilmmilim 5GLU-LAM BEAM/POST PER PLAN. EXPOSED WITH TYP.WINDOW HEADERS - - - - _. a NATURAL FINISH. CUSTOM STEEL CONNECTORS 12, N 8 PER Al DETAILS 7 woa 2616 AWN wo3 2616 AWN 5 6 FIBER CEMENT PANEL SIDING, INSTALL WITH ALUM. m -- -- 6 TRANSITIONS, PRIMED SPRUCE @ INSIDE- ' JJ --- W244030 PIC-- __.___ Z o 11 U r I CORNERS, 'X' METAL @OUTSIDE CORNERS C7 Oa . 6 T -- _ 81 4" REVEAL HORIZONTAL LAP FIBER CEMENT SIDING as) W 7 - --W083040 CASE. r. 304O CASI - — 9 _ n .. 11 6 _ - - 4" REVEAL HORIZONTAL ACCENT SIDING-VERIFY 452.5' MAIN FLOOR ff11�� 1 I f — — O '12 5/8"FLOOR SYSTEM - - Op 2 PLATE HT. f rt -in — TYP.WINDOW HEADERS ---.. - _... ,.�.__ _. ::_:_ :� - 'SACKED' FINISH AT EXPOSED CONCRETE 9 C R 6 448.25' AV GRADE m ARCHITECTURAL ACCENT FEATURE-VERIFY (15 g le 10 Il8 E 3 mithi >n 36" GUARDRAIL ASSEMBLY: 12" TALL CABLE 11 RAILING OVER 2X6 CEDAR CAP OVER FRAMED 2X4 GUARDRAIL WALL w LL 442.6' BASEMENT FLOOR f f HORIZONTAL WATER TABLE TRANSITION 12 0 U C SKIP SHEATHING AT UNDERSIDE OF DECK 2 ELEVATION @ A f , 13 U 439.5 MID POINT OF LOT N CV 2 CO 77) O) C CHIMNEY CAP Q o o 14 0 _ Z 0, w ) M H a "O 15 w oo M co 0 m U Ill N N � — Z ' m m D_ Q4m3 16 SOUTH-WEST ELEVATION w UQ N z DQ ° — � Z co w 467.5' PER HAT.RESTRIX BUILDING CTION 14 0 Q W CC I- 467.131 B U I NE NOTE:VERIFY ALL HEADER v.— -- - HEIGHTS WITH SUPERVISOR _ _ - --_- - - ` - --- --- -- _- r , O UPPER PLATE HT. _ - - - — - z - - ----- - - _ — — - — ---- — _— T _ - �/ T @ LIVING ROOM ..■■a - _ - - - _ _ -._-- - ---- --- - - --- MAIN FL. GREAT ROOM S.WALL ©© _-. _ T I 5 - -_— 3 2 L.L N PLATE HT. UPPER WINDOW HEADERS VJ W02 2616 AWN W01 2616 AWN CO WINDOW HEADERS N TY �_ J N P. ElFM ---- 7 6 7 / 6 7 o D01 3080 �,^l \ _ I = t gi W262050.CASE W25 2050 CASE I. L g�� N O sous 9 - �FiO <as8F 452.5 HPOI ' MAIN FLOOR I 1 POI 12 5/8"FLOOR SYSTEM 3 3 0 PLATE HT. ` � �� t TYP.WINDOW H�ADERS > '6 H u'w =__-r —I 6wr 448.25, AVG.ORG. f r 1 � „ GRADE . W =_ �� m o 1..{. ,WZWo vg� 'N"i;wa O �zz 6_ NUV . PLAN AREAS =p6o l zo w 6ir,4° 442.6' BASEMENT FLOOR GI'1 f TTT ioo MAIN FLOOR 1 ,874 SQ.FT. I— iih BASEMENT 985 SQ.FT. w € ° 439.5' MID POINT OFFELEVATIO LIOT f TOTAL LIVING AREA: 2,859 SQ.FT. OWNER APPROVAL GARAGE 555+331=886 SQ.FT. INITIAL: ENTRY 73 SQ.FT. PAGE#: COVERED DECK 112 SQ.FT. Al0 OPEN DECK 49 SQ.FT. /-� PAGE PATIO 161 SQ.FT. SOUTH-EAST ELEVATION 15 of 1 R PREFAB WOOD PRODUCTS FRAMING CONNECTORS CONVENTIONAL WOOD FRAMING FOUNDATIONS / CONCRETE GENERAL NOTES M. TRAFTON URHr1LU b'i . o N PREFABRICATED WOOD PRODUCTS: PRE-FABRICATED FRAMING CONNECTORS: CONVENTIONAL WOOD FRAMING: FOOTINGS, FOUNDATIONS, SLABS ON GRADE: BASIS OF DESIGN -APPLICABLE CODES: J. STERLING i;eneral Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans S;enterhniral Report: CCI is not aware of a geotechnical report for this project. CCI strongly recommends that a Code. The designs herein are prepared in accordance with the 2015 IBC. Prefabricated Trusses. Where shown on the plans, all prefabricated Manufacturer: Simpson brand is specified, however any other nationally - - -- and applicable buildingcode. Where Structural Plans do not specifically address a structural element, construct said geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Soils analysis and Construction shall conform with the most recent building code adopted by structural roofing members shall be designed designerby a certified professional recognized brand may be used provided that they are equivalent in their PP orientations. element per minimum building code. geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes the approving jurisdiction. engineer. The prefabricated structural roofing shall provide to ability to carry all applied loads in allo e capacity, liquefactionslopestability, passivepressures, only required0 Framing Material. sawn framinglumber, not includingbeams, posts, and columns, shall be Spruce Pine Fir, Hem Fir, or but is not limited to: allowable bearingca acit , potential, active and lateral Calrlulatinnf. The calculations included herein are those to 1/4" = 1' U.N.O. C the Contractor stamped design drawings with appropriate notes showing installation: The Contractor shall install all prefabricated items in strict F fl Irft Douglas Fir- Larch, Number 2 or better, unless otherwise shown.All sawn wood shall have moisture content less than internal friction angle, and cohesion. In the absence of a geotechnical report CCI will make assumptions regarding soil ensure compliance with code. We do not intend to compute every c. member sizes, forces, installation procedures, blocking, bracing, etc. accordance with the manufacturer's recommendations and requirements. 9 Engineered Wnod-General.These products must be provided, stored, The load carrying capacity of the prefabricated item cannot be guaranteed 25%- parameters, however, CCI takes no responsibility or liability for future settlement, or damage or injury due to earth structural element nor every load combination. Much of our analysis is "BI" o Studs. Studs in exterior walls shall be a single member (not spliced nor discontinuous)from horizontal diaphragm to movement or failure of anykind. (By Inspection.) w and installed in accordance with manufacturer's recommendations. if this provision is not adhered to. Nails and screws which will be exposed g P ~ weather shall be galvanized or stainless steel. If installation risks horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at Structural Fill: "Structural Fill" shall be granular material conforming to local or state highway specifications for imported ABBREVIATIONS: 05j-05-2020 Failure .Any thist may void- e the warrantydbrand aohd tmie is thelhed carryinglowto s a capacity. nationally-recognized that meets below cracking of wood, contact engineer for alternate nailing and /or alternate stairwells, openings in floor diaphragms, etc. Stud size, material, and maximum length between diaphragms is shown in road base or sub base; or use sand or other clean granular materials no larger than pea gravel.All structural fill must be a specifications is acceptable. connector. shear wall table. compacted per the following section. A:Area Reams and Posts All sawn structural beams, headers, andposts shall be DougFir Larch No 2 or better, except where Compaction: Place all fill materials in lifts not exceeding8-inches. Compact usingmechanical (vibratoryor impact) BI:Asphalt Concrete J-beam Composite Web/Flange .mist Products. The contractor shall ,Simpson SDS Wood Screws. Where specified, install per manufacturer's P P P ) BI:By Inspection 05-11-2020 kin recommendations. Ingeneral these do not need pilot holes. However, if exposed to weather and specified as PT (Pressure Treated) may be Hem Fir No. 2 or better. Glulams, PSLs, LVLs, etc. methods. In paved areas and under structures, use structural backfill compacted to 95% relative compaction. In non- BRNG:Bearing(wall usually) install the I-Joist products complete with web stiffeners and other blocking I bracingas shown on the Plans and /or as recommended bythe wood is old and or verydrypilot holes maybe required to avoid splitting. shall be per Prefabricated Wood Products section below. paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, and organic matter, compacted to Elastic modulus or Electrical q P 9� (E):Existing manufacturer. Use length as specified in Plans but never less than required to ensure Naila: Nails called out herein are"common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails 92% relative compaction. CCI:Constructioncalc,Inc. 2,900 full strength. may be substituted provided 50% more nails are used. For example if 8, 16d are called out, the number of similar length . Where pipes enter and exit structures (distribution boxes, utility boxes, catch basins, manholes, etc.) use structural fill CIP:cast in place concrete PSL(Parallel Strand Lumber)and Versa-Lam. Use minimum 2.OE, g CMU:Concrete Masonry Unit psi minimum allowable bendingstress. Simnson SD Wood Screws.With most Simpson connectors, Contractor 131 diameter nail gun nails required is 8*1.5 = 12.As another example if 16d nails are called out at 4" spacing, the around the structure. Carefully place and compact to 95% relative compaction under and around all pipes. co:callous or Cleanout B I When roots, rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact per the above. colic:concrete • VI (I aminated Veneer Lumber). Use minimum 1.9E, 2,600 psi minimum may use SD9 in lieu of 10d nails, and /or USD10se the in lieu of 16d nails. These spacing of similar length, narrower nail gun nails shall be 4/1.5 = 2.7". Shear Walls.: Walls called out as shear walls on the Plan shall be constructedper the Structural Shear Wall Table herein Foundations Footings on Soil.:All footings and foundations to bear on undisturbed existing soil or structural fill.All organic OF:Douglas Fir d allowable bending stress. are provided in 1-1/2" and 2-1/2"lengths. Use length necessary for fullDF:Douglas Fir havepenetration into the members connected. using materials designated for lateral load resistance by nationally-approved manufacturers.All shear walls must be and deleterious material beneath footings and foundations to be removed and replaced with structural fill. Bottom of HF:Hem Fir SL(I aminated Strand I umber). Members indicated lase 1.5E shallmember(s) gi min., 1.5E modulus of elasticity and 2,300 psi allowable bending stress. positively connected at top and bottom to diaphragms. Walls not specifically called out, or tabled "NS" are not intended as footings to be below locally prescribed frost zone, not less than 12". HVAC:Heating,Ventilation,and Air Conditioning Members indicated as 1.3E shall have min., 1.3E modulus of elasticity Foundations Footings on Rock: Where footings bear on rock, clean the rock free of loose rock, dirt, moss, debris, or GW:Gypsum shear wall shear walls and shall be built per minimum code. g9 Gyp:Gypsum wall board z and 1,700 psi min. allowable bending stress. Sheathing. "PW"walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Table, oriented other deleterious substances. Pressure wash as necessary. Use bonding agent prior to pouring concrete on rock. Where GLB:Glulam Beam g Rue-I aminated Timbers. Unless otherwise noted, all glulam beams shall either direction. "GW"walls are drywall shear walls, use per Shear Wall Table. rock is sloped less than 4:1 (14-degrees), no dowels into rock are necessary. I:Moment of Inertia a S, IBC:International Building Codeib h span continuouslyover one or more interior Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW"and "GW"walls, no sheathing Where rock is sloped 4:1 (14-degrees)or greater (up to 45-degrees max), use#4 x 18" long dowels rotohammered min., IBC:Insulated Concrete Form W besupports 24F-V4 D are cantilevered,Any that p joints are allowed within 2-feet in any direction of a door or window corner. 8" into solid rock. Rotohammered holes to be 1/2" diameter, perpendicular to face of rock. No epoxy is necessary. Dowels IEBC:International Existing Building Code supports or use 24Fpos DF/DF. Use industrial appearance grade, unless visually exposed to interior living space use Multiple Ply Members. to be located as follows: IBC:International Residential code Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple ply king stud, o For continuous footin s, use dowel within 6"of ends, corners, and intersections and at 36"OC max spacing. Dowels to K:Kipips p 0 lbs.) s" architectural appearance grade. g P g' KSI:Kips per Square Inch Pressure Treated (PT) glulams shall be not less than 10%weaker than trimmer, or header, connect all plies with 16d at 4" OC, staggered. be centered on stemwall. LVL:Laminated veneer Lumber the above in bending, shear, and modulus of elasticity, using suitable Beams, Columns. Where more than one 2x, or LVL, or LSL isplaced against another and used as a multiple plybeam or o Forpad footings larger than 12" square or round, use three dowels spaced 8" apart, centered on footing. If dowel is too LSL:Laminated Strand Lumber 9 P 9 9 LF.Left1:105 & wood species for pressure treating. column, connect all plies with glue and 2, 16d at 4" spacing. long to fit in footing, bend as necessary to provide 2"cover at top and /or side(s). NA:Not Applicable All glulams shall be manufactured by an AITC approved fabricator. Store Rile Fpoxy. Where specified, wood glue shall be commercial grade with minimum shear strength of 450 psi at 28 days. o For pad footings equal or smaller than 12" square or round, use two dowels spaced 6" apart, centered on footing. If NB:Not Bearing Use Liquid Nails LN-940 or similar. Prep and apply per manufacturer's recommendations. dowel is too longto fit in footing, bend as necessarytoprovide 2" cover at topand/or side(s). oc: n center a and install in accordance with manufacturer's recommendations. OC:On Center spacing Epoxy used with wood dowels or drift pins shall be Simpson ET-HP, or other brand intended for wood use. Wood and Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a suitable vapor OSB:Oriented Strand Board dowel shall be clean and dry prior to epoxy installation. barrier byrecommended for all interior slabs. PCF:Pounds per cubic foot 6 (designed others) are PLF:Pounds per Lineal Foot Window and Door Openings. Footing Drains Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be ply plywood Le Header. Use minimum size as called out on Plans.All headers shall be installed with their tall dimension vertical. If header provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be PSL:Parallel Strand Lumber z is less than 3 inches wide a single 2x or single LVL) use a flat 2x nailed to the bottom of header in an "L"configuration 4" perforated pipe routed down gradient to daylight, unless otherwise specified. PSF:Pounds per Square Foot (I.E. g g g 9P PSI:Pounds per Square Inch g with 16d at 4" max spacing. If no header is specified, the wall is assumed non-load bearing and wall top plate may serve STANDARD CONCRETE: PT:Pressure Treated with preservative s as the header. Standard Concrete. Concrete for footings, slabs, and walls shall attain a minimum 28 day strength of fc= 2,500 psi PW:Plywood or OSB shear wallCOCI5 }� a per Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be unless otherwise noted on Plans. Minimum cement content= 5 sackscubic yard. Maximum water/cement ratio shall RC:Relative Compaction REF:Reference,not individual members with full-height king studs between them. Each header shall use the number of king studs specified be 0.45.All materials shall be in accordance with ACI 318, latest edition. Mixing and placing of all concrete to be in REO or Reqd:Required below or in the Structural Callouts. accordance with IBC and ACI 304, latest edition. ROW:Right Of Way Rt:Right w Trimmers, aka Jack Studs. Use size (or larger) per Structural Callouts. Concealed flange hanger of similar bearing length Ainitirres. Industry recognized and approved admixtures affecting set time, flowability, and /or waterproofing may be S:Section modulus and capacity may be substituted for trimmer. us provided the strength and durability of the concrete is not adversely affected. Sc:See callout KingStuds. Unless otherwise shown on Plans use the following. These must be full-height, bottomplate to topplate, IE Air Fntrainment. Provide 5% air entrainingin all concrete exposed to the earth or weather. SD:Stour,Drain 9 P SIP:Structural Insulated Panel E diaphragm to diaphragm. Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding SK:Sketch 0 •* Opening less than 6'wide-use min., one kingstud each end of header. reduction in cement content.Any such concrete shall obtain at least the strength and durability characteristics as SOG:Slab On Grade p g SPF:Spruce Pine Fir O •* Opening 6.1'wide to 9'wide- use min., two king studs each end of header. Standard Concrete listed above. SS:Sanitary Sewer •* Opening 9.1'wide to 16'wide, use min., three king studs each end of header. CONCRETE REINFORCING: STAO.Shear Transfer Around Opening r .0 Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header, the end of the ,Strength Standard Footings Stem walls Slabs on Grade. Reinforcing bars (rebar)for standard footings, stem walls, and SP:Sips shear wall CNv =TYP:Typical header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with minimum 12" length on the slabs on grade shall be grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the Plans. UNO:Unless Otherwise specified elsewhere CO header and 12" length on the top plate beyond. Strap may be on top, inside, or outside of wall. Strength Retaining Walls and other Structural Elements. Reinforcing bars (rebar)for retaining walls retaining more than V or v:Shear(Ibs)or unit shear(pit)respectively rn C Anchor Bolts.. 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy =60 ksi) W:Wall,full length Q Shear wall anchor bolts connecting mud sills, use 5/8" diameter x 8" min embedment at the spacing shown in the Plans unless otherwise specified in the Plans. wwF:Welded Wire Fabric 0 Li_ but never greater than 60" OC and within 12" of ends and corners, with 3" x 3" x .229" steel washers, wrench tight. Wet Splicing Rending.All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI r co set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may code adopted by the jurisdiction. CO be used in lieu of wet set-see specifications in previous section.An alternate to wet-set anchor bolts and washers may be Welded Wire Fabric. Unless otherwise specified, welded wire fabric (WWF)shall be W2.9, 6"x6" (6 Ga.),ASTM A-185. LIMITED SCOPE OF CONSULTANT'S WORK: Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts. Splice by lapping one mesh +2" all sides. Consultant. The consultant in responsible charge of the work indicated LU 0 0 w N P P 9 P herein is Tim K. Garrison, RE., doing business as ConstructionCalc, Inc., N Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and corners and shall Cover. Provide the following minimum cover: be fitted with 2" steel plate washers. Use either 1/2" diameter x 8" min embedment wet-set, or 1/2"Titen HD with 4" min Footings and other unformed surfaces, distance from the bar to earth face...3" hereafter indicated as"CCI." j O Z OZ LO w Scone of Consultant's Work.The scope of work of CCI is limited to pp a.• Q a, embedment. Formed surfaces in direct contact with earth 2" structural analysis of a new single-family residence. CCI takes Non-shear wall anchors may be 0.145"diameter powder-actuated pins with 1-1/2" min concrete embedment, at 16" OC, Surfaces exposed to weather 1-1/2" unless otherwise shown . For slabs on grade, center the reinforcement in the slab unless otherwise specified. responsibility only for items specifically addressed in our drawings and Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, Simpson BOLTS AND DOWELS IN CURED CONCRETE: calculations. Constructed items not specifically addressed herein shall be SD9 or similar. Hangers shall be U or LU only (not LUS.) Ledgers shall be attached with screws or lag bolts per Callouts. General. This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques. Minimum built per minimum code. UJ All hardware and connectors shall be at least medium-duty corrosion-resistant with galvanizing or similar. concrete embedment=4-inches unless otherwise specified. Minimum distance to any edge or end of concrete = 3"from LOADS Pressure Treated Lumber Use pressure treated lumber in contact with concrete and /or soil, and when directly exposed hole centerline unless otherwise specified. Following are the loads used for the subject design/analysis: ' ` } to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails, Fxisting Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. Location of o Roof live: 20 psf. v Q bolts, framing connectors, etc.)or structural steel members. existing reinforcing bars may be by non-destructive methods (pachometer, radar, or similar). In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic- Washers. Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted, with plate washer 0 Roof+ ceiling dead: 15 psf z > N treated construction paper between wood and concrete. under the nut as allowed by the IBC.At non-mud sill locations, smaller washers may be used. Use a steel plate or o Roof snow: 25 psf 0 W Y N Blocking/ Bridging. Provide continuous blocking at all bearing locations. Provide full depth bridging or blocking at 8' OC malleable iron washer under nuts and the heads of all bolts that connect wood. o Floor live: 40 psf Z CD max. in joist or rafters without continuous plywood diaphragm connection on the top . Non-Filmy Systems.. Use Simpson Viiten HD where shown in the Plans. These anchors may be used to resist tension o Floor dead: 15 psf Q Q CD Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer post, column, or loads and shear loads. Install per manufacturer's recommendations. 0 Stairs and exits, residential, live: 40 psf i . a Q other concentrated loads through the floor to the supports beneath. Fpoxy Systems. For bolts, use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, with zinc plated, 0 Deck live: 60 psf Z V/ LU Cj Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight condition; use A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high strength epoxy and rebar as 0 Deck dead: 10 psf. standard A307 bolts; for bolts in wood, drill the same diameter hole as the bolt; for bolts in steel drill holes 1/16" larger specified on the Plans and Callouts. Drilling of holes and installation shall be in strict accordance with epoxy o Exterior wall dead: 10 psf LLI W (9 - than the bolt diameter. Provide the following minimum edge distances between centerline of bolt and all edges of bolted manufacturer's recommendation. 0 Interior wall dead: 7 psf J o CO wood, and between centerline of multiple bolts: o Seismic Factors: Ss= 1.15, S1= 0.409 0 CC LU 5/8 inch diameter bolts 3 inches o Seismic Des Category: "D" OCF- 3/4 inch diameter bolts 3.75 inches 0 Wind Exposure 'C', 3-sec gust: 120 mph. I— J Y Minimum distance between edge of bolt and any edge of steel plate (angles, gussets.flanges, webs, etc.) shall be one 0 Assumed allowable soil bearing pressure: 2,000 psf. 0 2 o Q inch. LLI Engineer shall specifically approve any bolted connection using less edge distance than shown above. —3U ) ag Bolts.All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot hole in threaded portion 0 < CC Z shall be 70% of the unthreaded shank diameter (or alternatively, 90% of the root diameter of the threaded portion). Pilot SINGLE PROJECT: Q Q hole diameter of unthreaded portion shall be the same diameter as the unthreaded shank. The calculations, drawings, notes, specifications, and/or tables prepared a N by CCI are valid only for the project indicated herein. These documents Z Cn are not valid, are not applicable to, and shall not be used for any other CO project at any other location. J COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to '^ a construction methods used, safety provisions employed, and the finished V J 000g as-built condition of the structure and related systems. W LLsa< MATERIALS AND METHODS: °yo wpo" Provide and install all materials in accordance with manufacturer's a8gN requirements and recommendations. It is the contractor's responsibility to 0 :::::06:6.1 ensure all field personnel understand and adhere to this.TEMPORARY SUPPORT AND BRACING: z General Provide adequate temporary support to all walls, roofs, beams,columns, and floors during construction. Design of same is not includedJherein. Contractor or owner should check all temporary-supporting irdevices with a qualified person. Contractor shall be responsible for the Qw w3p=� adequacy of all temporary and/or permanent support systems. et =p„gLL Retaining Walls. Do not backfill against retaining walls until concrete has et 45w�o cured to at least 2,500 psi (okay to use high early strength admixtures or Dcows. additional cement in the mix to achieve this). For retaining walls that are to ?a- additional be connected at their top to horizontal floor diaphragms, do not backfill I— o =oo against the retaining wall until such horizontal diaphragms are in place 1 _ `.J =' tl and properly connected to the retaining wall. � S 000wu 6 as-0 Ct -O rY f� O=UL rco 3 iI GAR* Cl)v, _ �_ ,�Of WAS li 0 • AT OWNER APPROVAL fe �� t ", INITIAL: z. PAGE#: �N� CA/(1-0 S O as VWic Eu&.4( u.t €R's 5e4L PAGE: IS Foe 5rtucrS't-TT£M.S aNL4( , l6 of 1 Q M. TRAFTON 0 N O J. STERLING C5 T m i• T 1Pw 1/4" = 1' .o w M 0 I I- 05-05-2020 a a 05-11-2020 5 X A E I x i. Z o v (1.) CI t IIIII D 0. 1.20 a. )1.0 x z (111t q • LAj s / -----) ti mimmmi A 11 \ g W . 6.7 di 2W 17HD _. r _ _� - E - o U IC O r U N\ 0.1 O ( O)j "COUEn en b C © Z _co H N- -O Lu 0 0 M m O co W N rn / 5 0zO oW 333 w D- Q a, Cfl I � � � I � Z �7 , N \ 'Q 17HD Z 0 Q^ ,.+s 2 a) I LL L U) W Z w W o Ct ww iI II H .1Y it 2W w = UO O 0 O Q ftZ EL C\1 17HD Z M HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS — NOT TO SCALE • Model:HDU2-SU82.5 SHEARWALL TOP CONNECTION SHEARWALL TOP CONNECTION «3•-. D1 PARALLEL FRAMING D2 PERPENDICULAR TRUSS Author Diameter Y." 0 1e4e- Maximum MI6"able f 1 loon T NO SHEATHING SPLICE TRUSS OR RAFTER I1i T "WFIF + I TRUSS.RAFTERTRUSS OR RFTER� " " .E OR JOIST ;II 3675 2215 a " I O O !�11LT.,jo o HD SHGRNalG— •• LL Z .�� Vit HIM Iedllaxo. sPULf MERE I cauNG �'j' r,wwsmrlw7 w.. (xan BYl`) u �n GR GTNG z C F" " BRACING mxc,cam wlary ` oLe 55.1%me6„zta F ) AWFR I FVFI WA1 I C ANA MAIN FI AIR FRAMING, JmsTemwauiuslaLATnN _ '+-` • oo _ -ALL FLOOR SHEATHING IS 12FD, TYP. ^ ih fn L.L SHEATHING SPLICE TRUSS HEEL - SHEAR WALL TYPE -FLOORV AND DECK JOISTS ARE OPA. NP. iwN�a IN!wan VFW F BE W 2x4 " _ 1 PW -STAIR FRAMING PER ARCH AND CODE MIN. y ecoo a kiee w I Betel �Ian, ISMS- IS MS _ M6� us. c T"O'ORR:OI:'ER ROOF / Z 2x4 niter " MINIMUM LENGTH OF SHEAR PANEL. -DECK DECKING IS 13DD, TYP. F;rgLL pmAP I— MSS Cerxvj �" _ amaPrv� wwm.ox / :os� 0 I� ‘1. IF " W" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. z =«10 Aamhe SET n. " ID 5 5 5 u e ( SHEATHING Li_ III,I� W e a W°o tent I AT 9% "` t0 MSTC SFILICE ; IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM W o�s.� liSan! WXW I CEILING OzwO Ar0- T,D 10 m to ,o la ro oR EING BMC,OR iNll y W NU''m~ camas;sawn, " Ia le IS m j IS TOP OF WALL TOP OF WALL BOTTOM PLATE W 2 033 i z AMm SUB% „µ 12% 12% 12% 12% 12. 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