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Home My WebLink AboutPermit File 2401 Washington Court (2) • gam_ . Cityof Anacortes Permit#: BLD-2013-0282 904 6th Street Issue date: 08/14/2013 P.O.Box 547 Expire date: 02/10/2015 Anacortes, WA 98221-0547etk (360)293-1901 Job Address: 2401 WASHINGTON CT Permit Type: Single Family Residence Permit ANACORTES WA 98221-4834 Project: APN: P117671 Remarks: New single family residence per approved plans. Owner: TOM BLACKWOOD Contractor: GEORGE BERG CONSTRUCTION INC Address: 11131 169TH AVE SE Address: 3715 W 12TH ST RENTON WA 98059-5921 ANACORTES WA 98221-4531 Phone: Phone: (425)466-8001 License#: GBERGBC894CG General Information: Fees: Building Valuation 550000 Plan Review Deposit 100.00 #of Bathtubs 2 Building Permit Fee 3,471.25 #of Clothes Dryers 1 Plan Review Fee 2,183.94 #of Clothes Washers 1 Mechanical Permit Fees 99.85 #of Gas Fireplace 1 Plumbing Permit Fee 174.00 #of Gas Piping 1 State Building Code Fee 4.50 #of Gas Water Heaters 1 Sewer Inspection Fee 50.00 #of Water Piping 1 Storm Drain GFC-Residential 1,301.75 #of Hose Bibbs 7 Sewer GFC-Residential 7,622.00 #of Kitchen Sinks 1 Park Impact Fee 615.00 #of Lavatories 4 Traffic Impact Fee 900.00 #of Range Hoods 1 Total Calculated: 16,522.29 #of Showers 1 Deposits/Receipts: 100.00 #of Slop Sinks 1 #of Ventilation Fans 4 Total Due: 16,422.29 #of Water Closets 4 T r—• txJ - hJ — h•? CD C'a "1 1 lir 8 —_J C, --J r r, M{• CA q•. h•y THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 1�F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED N " HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL +'�+ PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN O}Z NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.(72,0*/SIGNATURE OF OWNER OR AUTHORIZED A."--dEigT ISSUED BY •• d� i I : Y - 44 j ll t '/ lx i5S `'1'I(1 • 1 7� , _ �•'I IiJ > J r � P v. 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Iey Y •Y , . , i Y iktr �_ h :7. �•\Y`< • 1 :• l l yr a * 'R , ,5 G°J S' 'v , "t_r ''t ._i ' rt•ti r"i '.;(dyb.'r'w,. 4! f '._.L .+' '^'{R.�'� � .l^ _ Page 1 of 1 Ingalls, Paul From: trblackwood@aol.com Sent: Wednesday, August 14, 2013 10:15 AM To: Ingalls, Paul Cc: georgej.berg@gmail.com;jonathan_59@hotmail.com Subject: Fwd: Blackwood Residence IMMEDIATE ACTION Original Message From: Geoff Tapert<x-sound@whidbey.com> To: trblackwood <trblackwood@aol.com> Sent: Wed, Aug 14, 2013 10:08 am Subject: Re: Blackwood Residence IMMEDIATE ACTION Tom: I have reviewed the proposed revision in the basement for the HDU11's and take no exception to this revision. Please let me know if you need anything else to get your permit issued. Thanks, Geoff Tapert, P.E. 360-331-3113 x301 8/14/2013 ate.. - I V' ,...--.1.J\-- - 3/4" DIA, IRON PIPE W/ PLUG dt TACK ^` LIES N 56°31' E, 4.73' FROMREBA#2 _ " - ,Z,b N 89'0'16", E 92.02' e:.3 o a 33.93' 33.93', �� O- v C29 r/ `1' � ` g�~�� ~�� Q�, 17.C10' 132.92' a of el' N. .0 1,, ✓ / LOT 9 1 .0 ?' . E/ to / (6202) LOT 8 LOT 40.7'S' 4) / C 30 ° d j slioN, 12 a .: ( ` "44 48' Q ¢�t� g`4` �to � e ��° 47,04` 13 40 W y 2 .+ f�' i. 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FT. / 15.04' - ./' , v� j j41, Z,t)an 20' .Z." / �/ .'. /,/ \ / > rs 55 22'39" 7'16 24 EN"sf/.4 ", 1i.S9' ti - ss +re 21 y s7.688, ro 12.54' /. r: .ca°' �,j N 52'58'34" E �C-7 / .®T 1 70{2'- 0 .'' t? / 11510 SQ. F to 4 �D' SF (ells) _ 5 $5'22 39 �.� E 110.33 �' +' S i0'41'58 E to. / tA..TCHED AREA OF TRACT 8 IS 4' 13,57' t `n ‘, S.18.ECT TO AN EASEMENT FOR o Jr I : / �/ ,#I ESS, EGRESS AND UTILITIES ' . 7 2 LOT 13 LOT 14 Is, .'� ' 1 " ±:1 FAQ OF ITS WESTERLY AND W, 1 1284 SQ. FT. N 12126 SQ. FT. �''�'• 85'. i ?1 f9 SOUTa£ r ADJOINERS t.f (6119) (B41 i �s F, 'r t.. JNP ATTED g cj it, N 85'41'05" W yr r` r .�,... , , r ".r.. sb o (0, 4.37 ' / / t f� +^: ?J. '26 Q NEW FENCE 'LP t+ 89"4O'11a" Er / (7.4 c ,/,,, 94.56' 128.48' t 2�1 ;JOB , TRACT T (, N 18'00'16` E ra 17"l6'16' � N 17"i8'18" E 18160 5Q, COMMON AREA/BUFFER N 894018" E 31 60' 3•:.47' 31.47' S 89'40'1 6" W -- 556.07' 5.48' ' ' CONCRETE 5.00' 5.56: 13S.QA POURED AROUND G1 Y C3 ,_ City of Anacortes Permit#: BLD-2013-0282 :i 904 6th Street Issue date: P.O.Box 547 �► Expire date: 12/22/2014 `►�' •Oi Anacortes, WA 98221-0547 et%�,' (360) 293-1901 Job Address: 2401 WASHINGTON CT Permit Type: Single Family Residence Permit ANACORTES WA 98221-4834 Project: APN: P117671 Remarks: New single family residence Owner: TOM BLACKWOOD Contractor: Address: 11131 169TH AVENUE SOUTHEAST Address: RENTON WA 98059 Phone: Phone: License#: General Information: Fees: Building Valuation 600000 Plan Review Deposit 100.0 Building Permit Fee • 5 Plan Review Fee 2,365.94 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,301.75 Sewer GFC-Residential 7,622.00 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Total Calculated: 16,667.94 Deposits/Receipts: 0.00 Total Due: 16,667.94 GA m to ID CI ICI CQ ...J 9... A. 61 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR CP' ;} CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALE PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY \‘‘IC . it t‘l 410 ' %egT Q Residential Building Permit Applicatio \ ��, * r `' - Building Department 'S op�.d �' .�°° P.O. Box 547 Anacortes, WA 98221 ' Phone No.: 360-293-1901 FAX: 360.293.1938 110 ev 4..s SITE ADDRESS: 2 'I 0 i w is A-+ ,N r, 1-:1,v C;;[a r CONTRACTOR ❑ Applicant PROJECT DESCRIPTION Name . Is:R67 Cc>A,::;1:ucr'IcAI Cu , I'm. Sri t Address .' 7 i 5 It/. 12"iN 57 1 City/State/Zip A"),:l(c2e-t . s , WA 9622.i Phone (3 G°) 2 93 9205FAX State License# 4 Btg(i 0019,44 (( Exp 7 fra f 4 PARCEL NUMBER p i 17 6 7 1 City of Anacortes License PROPERTY OWNER g,Applicant LEGAL DESCRIPTION Name Tom L? .ACK c)oZ# 4 ,l,,,g 13 i4I SUN"r.:'r' Cove Es i A tom:5 r I:-�i 10, A 1:12e'5 6,. 33 rr� Address (113 f /6 9 • Ave. SC City/State/Zip RCI-'°,v t'f4 9g0. �) PROJECT VALUATION - 5 t, r67 0ab Phone(2� � '7G 9 -7�4� FAX Number of Dwelling Units 1 E-Mail Address T R 6 lei c fc w e e•cce dd,coysiNumber of Stories 2. Building Area: I0 Architect El Designer ❑ Engineer❑ Applicant 1"Floor 192a s.f. 2 Floor 1 4 t e s.f. Name X- S'c4.rniv , evecnvt ?r,vG , �/vc- 3rd Floor s.f. Basement 2.C 4 6 s.f. Address i?.0• (3ox 12.4 S Garage 9c/8 s.f. Carport 1%1/A s.f. City/State/Zip FFa a LA&D. 141 A 9 82+9 Deck 486- s.f. Lot Area 14 415 s.f. Phone (36°) 33r - 3 tt.3 FAX(36') 33, -')Ir4 E-mail Address )c'-soehvb e witrAey, ecvrr) CONTACT .o Applicant LENDER LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 I Name o rtel Black c� "E�Ja c, IN VALUATION PER RCW. C'A 5 141 Address 1 I t 3 i /e9 ra Ave Si` Name A//P City/State/Zip R6:A)7"th' . WA 98059 Address Phone ( zoo) 76 7) 'f 4 6 FAX City/State/Zip E-mail Address TR 8 f f c kwood R . (c'm Phone No. CONTINUED ON THE BACK d 1df3 ° 2 $2 Yo q/ Residential Mechanical Fixtures Fuel Type 124 Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Clothes Dryer I Boilers/AC/Heat Pump Gas Water Heater / Gas Outlets Gas Fireplace Ventilation Fans Fireplace Insert Stove,Appliance i Other Units Range Hood t Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet 14 Clothes Washer Bathtub 2. Electric Water Heater Shower 1 Utility Sink Dishwasher 1 Hose Bibb 7 Hand Sink Water Piping Kitchen Sink w/Disposal I Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WTTII ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. /� i/ XJ ' rr J' ..it1iV A') 1,3 APPLICANT'S SIGNATURE DATE Last Updated 11-29-05 Fr31,---\ "AS—BIJILT" At.....4111:trAtairi i.., . .. BLACK w o o p R E 5) p -, Stomp ill ii4A CONTRACTOR: A ACTION EK('RVAT)>tiG Cii f /0/ PLAT/DIVISION: LOT- 10 'BLOCK ,,1 .....' .,,.* - ' ��`rz:z1.,// \ M,S�`4ti LOT ADDRESS: 24 a t W fro r N�,M©N C OM RI' DATE: 2 2_ M A A 20 14 \' • zz"\<\\ s PERMIT - _ SCALE _ Z \ \�' (e):4,"> \ \ .qc \ ~` •• • q�}`tir ,s�ti 1 !I � :} a i :. ri fi4`� bf!,_i4j- xT� � .-* }1y.7y"�� l ��`z-t - s ya } { _ ,F4C.. �- . r 1; .' ` . 11111. L _{_ .,-•. _, I tom. • ' f 1 I i I 11 if . I _ _ NM ______ S wan k 1� ; j�t�N N ' 1;1� l ---[ -- 1 III I •a� f. t 11111 A c J i I I Imo. ■ ,, , 1 ' 11,1 ii1 _- 1 I I ■ I r ' I �° ' ',+ r, I� ::___:: . � � iir4-''if 1 _...___ _____I „, ,,, es �1: . I.. ..__ 1 +f �t:1+ __ I 1.—__.____.._, — — � -- _ l.__ �. � .,,. 11 � �` �. f\1 Y 0 MOM , i \ ram; . �:,�I l i \\' , e N_.'Q� \ I_ 1 j f L._ ______ / i . . .„ ,..„.....,,,,,,_ ,,, , _ '' A r I I 4 , r,,,,,,,,,,,, . ,,,,.. •i / ;',/f/ ft"-- /-1-- rifaliVeo f-z, x,a 4 er" i , ,,s• 1 LOCATE STREET(S) ON GRID MAP , -_., ..„__ - . 1 1` _, . . del INDICATE D4'PTH1 AND DISTANCES OF CL&4NOUTS `'- ,A so- 1: ,,.. a (41 e / N....,. i Lyn / > 67 1 n a 1 I al 51;i /fi °r C7 _. \I/ so7 „ca. sioilka,./ i.jiL. -- .., _ - -1.\\ is.. . --- L __ II LI I \ ,c9., ,, YY r .i%\ . . ,._ / a if\6 pic- - -, 1 n ' I �, f i r s �'/iJLi'�3.J 113 1 \\�.. ---T-- _ — --- .4. + '3 m �1 _- - / \. / 5Du, —� coc---- , 6 -c-----) RQdth 1 4 WO Prernalrt (zic ; 4 — �„ 1 c y = --_ j . '' :� teD 2 _' s� �, ) ji $ n / C—rL I 5 el— n� ., , . c / 5 � �-I / I,i) . li ,•0 Vn. Jzil i • / , e /p , Seite.enten." _=. _,, , , —,---------------,--,:______, ' ! __— Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 Project Information Contact Information Tom Blackwood Tom Blackwood 2401 Washington Court 11131 169th Ave SE Anacortes, WA 98221 Renton, WA 98059 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing Wa1112 Wall. into Wall. ext4 Slab6 to Glazing U-Factor Door 9 2 Vaulted s Option Area : Ceiling 3 Above Below Below Floor on %of Floor Vertical Overhead" U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R-10 Q I 13% 0.34 0.50 0.20 R-38 R-38 Int TB R-10 R-30 2, Adv. R-49 or R-21 R-21 R-10 Q II 25% 0.32 0.50 0.20 R-38 R-38 Int.7 TB R-10 R-30 2' Adv. R-49 or R-21 R-21 R-10 ® III Unlimited 0.30 0.50 0.20 R-38 R-38 Int i TB R-10 R-30 2' Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document ❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. ❑ Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3&WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break(WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a High Efficiency HVAC Equipment 1 1.0 LI lb High Efficiency HVAC Equipment 2 ■ 1c High Efficiency HVAC Equipment 3 ■ 2 High Efficiency HVAC Distribution System ■ 3a Efficient Building Envelope 1 ■ 3b Efficient Building Envelope 2 ■ 3c Super-Efficient Building Envelope 3 ■ 4a Air Leakage Control and Efficient Ventilation ■ 4b Additional Air Leakage Control and Efficient Ventilation ■ 5a Efficient Water Heating ■ 5b High Effieciency Water Heating ■ 6 Small Dwelling Unit ■ 7 Large Dwelling Unit ■ 8 Renewable Electric Energy *1200 kwh ■ Total Credits 1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010 Simple Heating System Size: Climate Zone 1 Project Information Contact Information Tom Blackwood Tom Blackwood 2401 Washington Court 11131 169th Ave SE Anacortes, WA 98221 Renton, WA 98059 Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (AT) AT=Indoor-Outdoor Design Temp 46 Conditioned Floor Area 0 Conditioned Volume 28626 Glazing Copy Sum of UA from Glazing Schedule Attic U-Factor X Area = UA R-49 0.027 R-38 Advanced 0.026 1416 36.8 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 452 25.3 Floors U-Factor X Area = UA R-30 0.029 1922 55.7 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2' perimeter 0.54 R-10 Full - Heated 0.55 Sum of UA 118 Envelope Heat Load 5422 Btu I Hour Sum ofUAXAT Air Leakage Heat Load 14221 Btu/ Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load 19643 Btu/ Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 1 19643 Btu/ Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 29465 Btu / Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 X-SOUND ENGINEERING t796 Main St S-201 Freeland,WA 98249 (360)331-3113(o) (360)331-7114(Q x-sound@whldbey.com MEMORANDUM TO: City of Anacortes Building Official FROM: Geoff Tapert,P.E. DATE: 8/12/13 RE: Blackwood Residence It is our understanding there are a few questions with respect to the calculation spreadsheet and what is shown on the plans. The spreadsheet I developed several years ago will automatically look up holddowns and/or straps. I use this for my own reference and seldom prescribe holddowns and/or straps if the aspect ratio is larger than 2.0. In summary,I believe the plans as proposed are adequately structurally sufficient. Should you have any questions,please feel free to give me a call at(360) 331-3113. 44,4,114 �'�l?$ 4g Western Consultants, Inc. 4183 Saltsprings Dr.,Ferndale,WA 98248 Phone/FAX(360)380-2507 e-mail: western. aen(iiThotinail.gom August 2, 2013 Torn Blackwood &Janis Bialko 11131. 16911) Ave. SE Renton, WA 98059 trblackwood@aol.com Re: Foundation Design Report Reinforced Concrete Retaining Wall Blackwood Property—Skagit Co. Parcel No. P117671 2401 Washington Ct., Anacortes, WA 9822.1 Western Geotechnical Consultants, Inc. is pleased to present a foundation design for a reinforced concrete wall to be constructed at the above referenced property, as requested by Mr. Tom Blackwood,the property owner. On July 24, 2013. the undersigned visited the site to evaluate the site soils along the wall alignment. The retaining wall is planned to provide stable lateral support for a yard in front of the house to be built on the property. The wall will be up to 7 feet tall maximum. The house is greater than 40 feet back from a rock cut excavated for a railroad more than a hundred years ago. The bedrock cut on the west side of the property is a near vertical and is a nominal 10 to 15 feet high. The entire cut slope is bedrock and appears to be stable given that no sloughing or erosion/raveling of the rock surface is evident. The rock slope is well back from the influence of the house to be built on the property. The concrete retaining wall is set back 4- to 8-feet from the rock bluff crest. Figure 1 is a topographic site plan showing the proposed wall location relative to the slope crest,the proposed house, and other relevant site features, Figure 2 is a plan view of the wall showing wall heights at various locations. The concrete wall was designed by X-Sound Engineering,Inc. of Freeland, Washington (the structural engineer). The X-Sound Engineering analyses evaluated overturning, sliding, bearing capacity and seismic along with concrete and rebar requirements for wall heights up to 7 feet. Figures 3 a.nd 4 are the design calculations provided by X-Sound Engineering. We analyzed the wall from a global stability perspective with respect to supporting the proposed yard on the property bluffward of the house. The results of our global stability analyses are included in this report as Figures 5 & 6. The location of the retaining wall was flagged at the time of our site investigation. As part of our investigation we conducted a push probe survey along the retaining wall alignment and bedrock was identified at 6 inches or less below grade. Foundation Design Report Western Geotechnical Consultants, Inc. Reinforced Concrete Retaining Wall 4-1 13 74 1 Blackwood Property-Parcel No. P117671 2401 Washington Gt. Anacortes,WA August 2,2013 (Page 3 of 5) • Topsoil/Weathered Zone Unit Weight • 125 pcf Cohesive Strength „, ....,.. ... 0 psf Angle of Internal Friction. 27 degrees Bedrock Unit Weight 140 pcf Cohesive Strength 1,000 psf Angle of Internal Friction • 36 degrees To facilitate our analyses, we used the computer program GSLOPE. The program uses Bishop's Modified Method of slices and a limiting equilibrium approach to determine the minimum factor of safety against failure. The program determines the critical failure surface and the resultant factor of safety for the slope configuration, soil unit weights and strengths, ground water location, and seismic loading. Due to the higher shear strength on a relatively short slope we performed wedge analyses as this provided the minimum safety factors. The results of the analyses are summarized below. Loading Conditions Minimum Computed Target Safety Safety Factor Factor Static • 3.52 1.5 Dynamic 3,11 1.1 The graphical results of the analyses are attached.to this report(see Figures 5 & 6).. These values assume the presence of compacted, free draining gravel soil backfill behind the wall that will not allow the buildup of hydrostatic pressures behind the wall. We recommend placement of a 4-inch diameter rigid wall drain pipe at the base of the wall as shown on Figures 3 &4. Construction Considerations Key elements in the construction of a stable wall include the following: • The walls must be founded.on a stable foundation. Based on our analyses of the site we anticipate that the wall,will be founded on a crushed gravel leveling pad over stable bedrock, or structural fill placed on horizontally cut stable,native soils. Foundation Design Report. Western Geoteehnical Consultants, Inc. Reinforced Concrete Retaining Wall # 13 74 1 Blackwood Property-Parcel No. P117671 2401 Washington Ct.-Anacortes,WA August 2,2013 (Page 5 of 5) We appreciate the opportunity to be of assistance to you on this project. If you.have any questions regarding the contents of this report or if we can be of further assistance,please • contact our office. • A, wA4th.,„ Sincerely Nir vt. 0 Western Geotechnical Consultants, Inc. 261370 /4/ ' 4\4", 44.141 C.37 6.1°6IAL°. Theodore A. Hammer, P.E. Geotechnical Engineer • Attachment: Figure 1, Topographic Site Plan& Cross-Section Locations Figure 2,Wall Plan View Figures 3 and 4, Structural Calculations Figures 5 and 6, Global Stability Results Typical Siltation Control Facilities File: 13 74 1 • IFt Afra wok sit iutinilk ltliuiti. :r=: WIC r.a llcry.!r.i., rr.Y 4C:5 t149 4-ELIV>0 ot:l ^.I :•;:-uv.$tjI 7=fl WIY343{1 1� :u;Jmn,�.xrJ: iG1'L `d It'm.:4 •1r ., i;,:::;II>3tH. 14 Wkaf:.eva ia:r3:osb J.i1. ..1:. 9 XIW4 out Pant o„t ILt ari/tingi-d aiti r>':i V3;u isun:lWcuil axsy 41%ailf RCA I":wmtzII a I:FI]:.M= FILL p•r-ra h$il l:irAte,'4puoa:soil kiiJoil Wk04W *MS' WIYx4Qif3l'AOI JYSfIi'e•WIFfile,Mt•ityni 13t8 li ?4 7q SW h.m, LI'at`N1:84 4.pan Lq Ui 31•.S ohit.sigr f 3„• I klltQ;ti ti'i,{ j..fi3114x Jlpjtt„iaxiaalt;kiQ AM. ;3.q xAOtnc PB ::yt..:a tn.taataq doom J'3:4:a10, ;aiI itil A^.it.kbe 11 iist n cr.m!UF3ilt:, :JI:IL`i0 tin.vd tleY::ga01Atf0 c•fl'ill lKYKI1?0'10.1:1k u 1 k inrl In do a In nun tr.•irc!.11&A.MI io !,liex$1 e4 Ott,:-Wrr,,,ti tr. i414 fxa;Y911.'.+.1'. 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'K'Rrl.pot IR L.F'l1L.U..bit',} k k ': I xT i ` ` f? •- I 1 1 / \. ks\ k r ^. .— _.. ... -- . r _ _ r . -- 11 7 l I /J r • • i j jr / i ! ..i <..- f , fe 7/ S WARP Ski aY.d;.N au it:;IS#44 ilt.S"..ilt dui. ui tilfXail A!i11-:1U lY.P Qtl;, !?'•'�S lt.tk%l. 1 .961 ."47;) ,1 yi 6.4.; A., Gamma C Phi Pieio Western Geotechriicai- Ferndale, WA pcf psf deg _ Su...r...f.............. 13 74 1 jto itls e thered, r 1.25 0 ___ 0 1 k , ". Tom Blackwood waj? Bedrock 140 iQ0Q 36 0 August 2, 2013 5-Mont setback Static Stabttity j -0 j Ii; j 1. I. . I t € 1 r if IJ j t� — tl i ._._ ii1 10 — :, / 1 ........... 10 it / i ! f j �t / I - if 8 ..._..._ 1j { J _._. i ll li f' r jj: i` f i i -- 4 II it • i i I I G 5 10 15 20 • 25 30 /2/2013?1:10:13 AM C:\Progrrm Fiies tx86)\GSLOPE32t13741 gsi Western Geotechnica[-Ferndale.WA F=3.522 CA / .6') i 1 g- ' ki A•P '9, 1 7 DC -,1fr '., • .132 921 / • 10.45' 1 (.2f c) „ / is,-.' r- <0 '„, 'afr4 e ,,,, Ai(., ,) 1, N. / /` --, C..) -"4.. C LOT 9 0 ,' t-) c) .,..4-- .., 0 . c28, ...4-- ..,. ...,.., y, 17185 SO, FT., j '''' / * 4.1 (6202) / LOT 8 S •T' : ,,, :- ,/ ,..,- -- ...9 03-, / / ii0 itoaa so_ r. . -",..), 4,,, C3 , S 0. k--) -') . isim...,' ..fiv l '41,44.* ) .C4, cv 'CJ. . / 'WIT..... .,,.. 46 w CL '10 cP k / ' -4 7_04, r? . 0'' (j /5 0 _ 0 k,/04, rE5,4R. Tri 61...,k-• , 7 . 7 ,-, / LOT 10 ) 40,-)/1 0 144415 so. FT, er tr- 5 o As; ice.ii.v:o, .iAtt4•--•/ ! •z<-3'•Z.ca. okr 4 l1'P4,,,Q1'144i,n, A7/)4,#-iv I0 N0/i84,., STki-O R-M sIc4 . ' C24 i DRA94 ASEmENT 1 ----, -,„C2 c2? of -3_-- - 0. ••-.... ,:„' NN,-___ 1•63.42' . ./ 'N* -..,........., ..e. ir $ ' I •?$ . 20' STORM DRAIN EASEMENT (PRNATE) -,t iit c3 31354 SO Fr.Ar a - '46/ , 0 i 14464- SO, FT.. 19''i( COMMON AREA--I , k,, . la) 7 0 / (152003)20' SANfTARY .. Z, i I .0 61..15 .P-'=•-'''. 1 'F) -4 SEWER EASEMENT 4:n "qt* s r, --. . SEE. NOTE .5, ,fr4",,,. \ r ... „ .. ,.. 4/ . 71 0 30 FOUND REBAR W/ CAP, },:••• E" 4.(Z1, B 0. .0 ..--,,. . SHEET 1 OF 4 / .a.'14" ''" 1 ' -L.S. CS -n., PG. 12$ ''..)' ultY A,,,• 715‘-' ' Ate \ t.r., C25."in4k< "183'41'00' w .\\C 4 ji-S 31•15.30" Vii., 0_04' •.•:. ., i FROM CORNER. :: , . I AZT Y 0 CITY OF ANACORTES __ , PERMIT CENTER 41°,° ,,0 00 904 6TH Street — P.O. Box 547 �' Anacortes, WA 98221 360-293-1901 Single Family/Multi-Family Permit Checklist for Submittal Plans which do not contain the following minimum information will not be accepted for plan check. Project Address: 21'0 1 t-,'A Si.1/A I 6 rvcv lied it;r Date of Application: 2 5 •I'',r ,v 2 c:! i 3 Name of Owner: Tic:pi As �..J s IA c d:V or,ct Jane's t M II Q Assessors Parcel No.: F i l 7 6'7 1 Mailing Address: ,t 1 S l 16 ct rit A ve S F- Lot: ;0 Block: Addition: City/State/Zip: C\Eivic , WA 98 0 s 9 Description of Work: Coal' :ack.cto.,‘.) cif S,ive;44 Daytime Phone No.: C 206) '7 6 9 - 76 48 FA•t n.Y r'2 c s t a eft c•c Please place check marks by completed items, and cross out those that do not apply. [j U Two Full sets of Plans Q 0 FLOOR FRAMING (Max. size 24x36) El 0 Complete Application Form 0 0 Fire Resistive Construction where Required 0 0 Provide Floor Plan for County El 0 Joist Size,Spacing, Grade&Species a U Headers, Doubled Joists,Blocking, etc. Q Q SITE PLAN(81/2 x11 or 11x17) 0 E Floor Sheathing&Underlayment Q Q Any Conditions That May Impose Heavy Loads 0 0" Setbacks Q I] Insulation to be Installed 0 0 North Arrow 0 E Lot Elevations 0 [] ROOF FRAMING 0 0 Lot Coverage 0 a Lot Size 0 0 Layout of Trusses&Bearing Points,Show Hips, Q U Property Lines (Recorded Survey) Valleys &Ridges&Insulation !".z<.,, 0 0 Easements,Streets, Alleys [] 0 Ceiling Joist Size,Spacing,Span Species&Grade 0 0 Location of Utilities 0 [1 Insulation 0 0 Ceiling Finish Material 0 [] FLOOR PLANS 0 El Rafter Size,Spacing,Span,Species &Grade 0 0 Location,Size,Etc., of Beams or Purlins 0 0 Indicate Scale of Drawing 0 0 Provide Dimensions All Roof Systems 0 [] Size/Locations of Doors &Windows a a Attic Ventilation(low&height) [J 0 Label rooms &Spaces 0 o Indicate if Attic Will Be Used For Storage N,'^, j] 0 Indicate New Construction From Existing 0 E Show Attic Access j] 0 Show Decks,Patios&Landings [] 0 Show Smoke Detector Locations Roofing 0 9 Show Attic Access(s) 0 0 Sheathing Type&Thickness 0 0 Show Mechanical Equipment Locations 0 [] Roofing Type&Weight(provide attachment [] t] Indicate Bearing Walls schedule if tile or metal) [l 0 Indicate Shear Walls 0 El Underlayment 0 0 Indicate All Header&Beam Sizes, Species&Grade 0 0 Show All Plumbing Fixtures Including Deck Detail Floor Drains 0 0 Guardrail,Spacing&Height 0 0 Joist Size,Spacing&Species El El Types of Connectors,Post to Beam,Joist Hangers Type of Decking Material Mechanical Elevations a a Exhaust Fans; CFM&Sone Ratings 0 0 Show All Exterior Elevations Including 0 0 Location&Size of Heating Appliances &Proposed Finished Grades from Property Line 0 0 Dryers to Property Line 0 0 Cooking&Other Appliances 0 0-_ Show a Section Through the Lot at the Driveway 0 0 Range Exhaust Hood (to begin at the street paving or curb) 1 Stair Detail 0 [] Location, Width&Headroom [] 0 Size of Materials&Species 0 0 Rise&Run 0 0 Handrail Type&Height Energy Code Compliance 0 0 Residential/Non-Residential Energy Code Foiins 0 0 Energy Code Construction Details Applicant's Signature: Date: Z -5- -7`"^' 2 L'' Received By: Date: Revised 5/30/00 2 X-Sound Engineering Geoff Tapert Hi Geoff. 13 AUG 13 Thanks for the Memorandum. That should clear up the hold-down/strap reference data block on the calcs sheet. So that is perfect. Paul Ingalls still has a concern with the HD11's on the dining room wall. I sent off a basement wall modification that I thought would work well enough for us to get permitted and he thinks it is probably OK too, but it didn't get your engineer blessing and he wants that before he moves forward so that is still an open item. Normally I am pretty patient and usually way ahead of timelines. Today, however it not the case. I must get this project approved today or I lose the excavator. He needs to have the permitting done today to meet the only window of availability he has to move equipment, line up trucks and dig. If I miss this, I am out of luck for a start until sometime in September and the delay of so many rain-free days has already been too long. So there's the push to provide the City of Anacortes with everything they need to complete the permitting process right now. Thus,the HD11's on the dining room wall needs to be addressed. Here's what started the problem: their placement on the wall shown on page A 4.1 was just fine except on the wall below, page A 2.1, there was no place to install the SSTB 28. It was a door opening and thus no supporting concrete. Ooops! For that reason I arbitrarily moved the basement door north and brought in a full height foundation wall to provide some concrete into which the SSTB 28 could be embedded. I don't particularly like that solution but I think it is a fully satisfactory quick fix that is will get us through and be permitted. See cut& paste drawing below. If you agree that it will at least work, please provide a statement to Paul Ingalls at the City of Anacortes as soon as possible this morning and I think we will then have satisfied all his concerns. E-mail would be quickest: pauli@cityofanacortes.org copy me too please. The heat is not off though. I do want to address the use of a moment frame/corrugated sheet steel/ whatever methods are available to return that dining room wall to its original configuration as well as the basement wall to its original configuration if we can. The heat is on for that because we have to have that settled to bid the foundation concrete work and George Berg Construction wants that steel on site before we form up. So, in the next few days, let's see if we can do that too. Then, I think we are done for a while. As a design note: The reason I want to get that dining room door back in is for the visual effect one gets upon entering the house through the front door. It allows one,from the entry foyer,to get a peek at what lies out back,the view. As guests walk further into the structure, instead of seeing an obstructing wall,they will see an ever increasing view,which like moths to a light,will magnetically bring them to putting their noses right on the glass. The whole concept of the house was built around being able to showcase the view in that way. Thus the strong desire to have a visual opening in that wall. Give it a look and I will talk to you about it after we attain that permit which imperatively must be today. By the way, after many weeks of delay and multiple submissions,the Homeowners Review board finally approved a roofing material. I wanted to use EcoStar Majestic Slate( a composite material that is absolutely gorgeous....and pricey) but they said no and insisted on only a concrete roof tile (which are brittle and ugly in my opinion). The final acceptance was a flat clay tile that simulates slate. I mention this only because of the added weight. Do you see any problems with that sort of weight and how it bears? The weight is 600 pounds per 100' square. It's probably just fine, I just double checking. Thanks for your immediate attention to this Geoff, Tom (206) 769-7648 • Garden Storage • .5 C i,,,62 11oc',e - cr'.� } �Ck�3crG'c NxcC{E'.�c� /^ I 11 04-0JAIC 1f- - \ ` STORAGE (:3:TI'r.:g: : '' I \ d/' I , '�/, • \\\`\\ 110401. \ ,. \ � I 1 kZ a ',:. _ &,, <":•\ , \ : \ \ ..: t \•:-\ \ :.\ • \': \ \ ' t • \ \ \ • \ \ : \ LT:_.�, \''•.\ CRAWL SPACE \ ..-\ 2$14egn \•• \ 10141110 z \•.. \ \ \ 0 _ \ [1_1---:, . i: i • - \- \ . '.\ \.:. \ � I \ _\,. \ \ I ;'•{ I . ri ...... /� \••. \ I•: I I; \.: \'.'\ \ :.\ \•-• \ \ ': \ \ \ \-•• \ \ ••.\ \•: \ \'.- \ \ ': \ / \ \ . ,:' i i \ •••\ �i .. . \ : \ r� 1\ \ • \ �. • s 7C1 r i �f� \\ t\ ue.: /�� / T \' , • t L IVI. CO :11 it , ' i. (• , + ' ' 4r',. i+ . _& �I 4 4" DAD i r '" " IN r ‘ , ( ' \Ii.ii \\). , ( J5Iv, 0CD 0 trk ' •,; '. , 1- ra 1 • tasV 14 :nt k = T try r . t4 �1 ' r-t- t ,V Do III 1111111 t ; . \ I • N r • t 1 �_ i r` No m ;1 1k ." , s 4-' 4 .—..14 C't Z - et r-0 , • 1 , d li r+ CD .. 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S . 1� c i a 1 � � - - � l i 1j r, tit. y x. - , : I' , t f lt'll1�i �7il111i4il . ii11f . , IMPERVIOUS SURFACE CALCULATIONS: RESIDENCE FOOTPRINT 2278 SF drafting COVERED AREAS 49 SF & design-LLC DECK 289 SF GARAGE 998 SF 3614 SF Jonathan RIchards TOTAL IMPERVIOUS Dios twang pan An c.a.a WaHryMf- 1 LOT AREA 14416 SF 1sainalt 40371.61111 � LOT COVERAGE 25% hooLOT 9 New C OncriPnsermal ee New Ceasbuatlon a A #' since Pan*a Udcnce FIR TRE ii -- _,All OF�PN� �P roe 5 C9 t��/ � •'�°. ENC__ / /•/!/ 6•_4 BG«°IAG i//�� / f / q , / "—� PROP / / , o Z" iita ERTy; � �s0' '7/ d k / / • t • ' %,// + / a` '�'�'� Nam:•`tq, 0 i / .n / 4/,' /Pi/ // /// 1 �) // ; I i� > !✓/r�11 / �WAT�//TElEIPOWER SQT_FFNCE+�.._� ` N. V�/n •' ///! / / � . / / N O peiC !�/%l�•/�.! /,, �,/� ter, r�,' � r ! ,: `®+ ' ` ' .o fr co u ��i;ji d .l / / /�`j/ /y,! / / ��it 0 AFPj Note: Ebsfing Grade is Dashed• ,�%in C �`�y�I� !:/�lj , / / ! / c�j / /� ! RESIDENCE GARAGE �i//!:1 it /' / / / / ' ?r 4 /i , DECK , '`�ti�� Proposed Grade is Sold U Sg�y� ��/r //! / ! / / / O� / ! / / 65 / /// ap a + ///// /,//6 / / ,491_1'i / / / �/ i / / LOT 10 r r I / alc fig,/ /�, ,/, �� J /// /1/ i �/ [2401 ] // / / ; \. di// / / \ F� vzi 01�ti E H t o ��' /2I2 // 1cV // rnoM / / / /TENJP'SOIL 1 4 o/ / / " / S OCKRILE / a/�I ! �, i /.I i /, / / //! C• NatmoN / / / / / / AREA // / /Lei// J /1 ! / /. /�/ e� // �` / / / o TELE/POWER / / / >� 1 / �/ ./ / // % R/OHO/ , �� / / / / / `-s : N i -- / , N OC'(• / / / / , / / /0: .O O R�F / / \ 38-6" �/ L $ /f/ir 1� a�/ � • / 1 /� i / / / / / / / / • r�s Ikea rsa a . RifrF ! / �, g0 ' �: //•i+d�lll;'/,/ /mil. / '/ / �� i �/ " / l /��,/ ,/ 4+ �c / / 4s64 •'� �'9Y i / \ i P�1• — / / i 20' SA / / / / F� . • / /, i• •�/M+ •1/4 ; _ l � '�_ - , 1% / i j !! 14'-11 1/T_ NITARY g'EASEMqtfE / eh'. / � v� CO EXISANG RETgINING WALL Print Dote 4/24/13 / I / — -I Palle- • ER �` /faQ4. / "ON P / / MANsr Op G��4' r. ROP +TY UNE PROPER �> I a a. TYUNE i77.52 •1 at 1 ... ..„. -&-alb„ s. �(, 2 / ° e " —3` is / <I> NY BUILDING k •0 h �` — G,� \y� Ct +l op r�g,�,'�/ / 910 lien CT 1 + r/ LOT 11 �20'_0" G®v�1 T Site Plan 44 1 0 S 16 2s , addendum r 1 j y �G1®N, Al . 0 scale: 1"020' N LANDSCAPING REQUIREMENTS: - Minimum tree size shall be 1-1 /2" caliper. Minimum Shrub drafting size shall be two gallon. Minimum groundcover shall be & design LLC one gallon or equivalent. Refer to AMC Chapter 17.41 - and Section 16.50.070 for further info. Total Required Trees For Code CompDance 14 Jonathon t :ardi Rota,o Montt. ai W. nyr.t l Plant list: .,� , i^ o.= Deciduous Trees �/' n ,.a„l 14 U^ +" n' 'lam American Plum (2) Raj.etnmn wayuon: LOT9 Bay Tree (2) „owcoaa «anA � Camellia (2) slack ForneyRol/dance Nt FIR TRE Fig Tree (3)OFeNN� �t& Pacific Dogwood (4) ZOe O53 Japanese Dogwood ( 1 ) i" # . ��' J�9� Bushes & Shrubs — , • co / _ \� Herb Garden Bu�'-O'NG Hydrangea (4) ` r ytia "" �d �,r..� KUlmia LatifOCa (3) Herb Garden , f ►a�i iii i�'ncr'r• PROPERTY LINE Magnolia ( 1 ) Pacific DO ood i iz1 z '\ r.�e., .w ..: 'OS a ��' Latif�'t'' 1ZB.44, _ ; .r;: •; U0 gw R `` ,, < . i� •� . La_ ilfolo tn� Groundcover -; r �/ -t' w ¢ owl.. • " 01 _ Grass, Herb Garden . . CIL ,+ ♦ °90 LANDSCAPING CALCULATIONS: _• a • A _� w / DECK RESIDENCE GARAGE `"4'• BUILDING AREA 3402 SF } 2. c ♦ EC !� CONCRETE AREA 2006 SF �y i9 p °��` • Japanese MapJ l+ ' ' -� to TOTAL CONSTRUCTED AREA 5408 SF V/ U 2� a 9008 SF •�. 2 O �/ . ♦ • ®� 1 ® l i, ; i - /�i $• LANDSCAPED AREA r 3 m / [2401] , I -.AA. O^ LOT AREA 14416SF i .0 /� �` • Camellia ��OO. H O Grass / G LANDSCAPING PERCENTAGE 62% C 3 CCC • a 5C u u •trat Magnolia C D N`` , • Grass ,-� Q m Pacific Dog/d �oP\N�O�. 1 ` :American Plum , Aoc• o�,— Hydrangeas 70 a:. ky aa i/ Flower Beds'' �" i CONOa 7 e nJ I., • / :I: r4-1 , 14" Gross s • 4.0 lb°d TE,cR��h r aq. s aI I' t° Air ��- ` Bay Tree 1 ON P NG RETAININ(, WALL Grass . OQ��, N.Ndanc Mni Date d/24I1J p0 G��c ROPERTY LINE PROPERTY lINE 177 52r MAN MANHOLE Q� 71 1 oe �� American Plum 5� of\¢ �� BUILDING / e 1 4J land.WWn;nan T Landscaping Plan LOT 11 1 o s ,s 2s c®vR� addendum Stele: ,-=20' NG1®N / A1 . 0 *I Psi° i / ---7 I f I I { I �•` ya I Gyp f I 400,P ;/ It.107 I 07 / +illar� I. _ _ / yaP �� 'I _ -1111.111/ 4 ly -_ ! I � n Mintal:IratatatiMeatjami 7 / /. / // ` „.... ,„ „/ / / , / , , , ..1.4 ....--- ..-- ../ /7 i / . --- 1 • //// / • / //// / / \k"), 2/ (7, n ,ti ./ , / // i , , , „. , to //1 /i egccoen // ---/:// 4 . , 1 , . i , , • ..410 ' 4 - —611/!// /11'./..// -el 0) .„/ ( :‘ ,/- , _ ._ , , 777 i ,,,,, ___, 4 ,////,;,/,;" ntoi �, t j1 ; l / I LANDSCAPE SCHEDULE Blackwood Residence 2401 Washington Court 2016 OCT Re-grade driveway AAction Excavating NOV 4' retaining walls Mike Harris DEC Garden rock placement 2017 JAN Spread hot manure LaConner Muni FEB Plant dormant trees Rain Tree MAR Install irrigation Place driveway Pat Lang concrete APR Place top soil Plant shrubbery MAY Seed lawn JUN Mow lawn & drink lemonade ublic Works orks Engineering and Development Services Residential Inspection Address: Z a1b 1 I.ADaSN4weiiCwJ C'iawre Date: — ‘01� 114. Owner. uLco� Tam Contractor: ,IT0 S1 tA)00 Inspected by: Avivc,,b vyv 1. Water Met Box S t firm and level to finished grade or backside of sidewalk elevation. Lid and box undamaged. C3—Wj r meter and customer shutoff installed. 11,1, �o is. ccessible—no landscape obstruction. ❑ Driv installation has drive-over box and lid. ustom to valve intact. o leaks at connections. 2. Curb and Gutter �l cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. ❑ Concrete has broom finish. 0 No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is 17 inch. 3. Sidewalk cracks,damage, graffiti, footprints, finishing blemishes, or other objectionable marks. [ -ADA compliant— 1 percent slope to curb. If road frontage improvements: ❑ Expansion joints every 15.feet and at driveways. ❑ Concrete has broom finish 4. Driveway Approaches No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. DADA compliant. IA ❑ No cracks, blemishes. If road or alley improvements: ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. ❑ Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. Received tonnage tickets consistent with required thickness per approved ❑ plans. 6. Sanitary Sewer ❑ Inspection card signed off and/or verified in Building Department database. ❑ As-built record filed in the address file. ❑ Screw cap(s) installed on clean-out(s). ❑ Clean-out(s) set at finished grade.. 7. Storm Drainage ❑ Inspection card signed off and/or verified in Building Department database. ❑ As-built record filed in address file. ❑ Not blocked or diverted to adjacent parcel. ❑ Concrete collars around.City utilities. ❑ Final grading ok. ❑ Restored to prior condition or better. • 9. Landscape rk.a0 tu r Cct.7 to to Lt €i Fleati\C Juke/LAMP hoT I f'6 ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation, • ❑ Type and quantity of plants. ❑ Sod or seed in place. ❑ Root barrier(receipt filed). 10. Erosion Control Measures • ❑ BMPs removed. ❑ All debris removed. Site clean. • 0 Permanent vegetation established. • • Cantilever Retaining Wall Calculations Project Blackwood Residence By: AGT © Geoff Tapert, P.E., 2004,All Rights Reserved Design Assumptions Date: 2/6/13 rc= 3,000 psi fy = 40 ksi .. 1 VJ 1-�- ' Soil Bearing Capacity, S = 3,000 psf (Table 1804.2) F.S. �O Equivalent Soil Pressure, g = 40 pcf Overturning 1.67 Soil Weight, w = 120 pcf Sliding 1.79 Sliding Coefficient, µ= 0.35 (Table 1804.2) Bearing 4.03 Lateral Soil Bearing, Lb = 150 psf/ft (Table 1804.2) Seismic 1.24 Wall Width, b = 8 in Design d = 6.0 in Min. Cover= 1.5 in • Footing Depth,T= 8 in d(avatt) = 6.25 in Wall Height, H = 6.00 ft Toe Width, x = 6 in Design Heal Width, y = 24 in Total Footing Width, D = 38 in Fl = wyH 1,440 lbs 7 //i i/i2' Ls F2 = (h^2)g/2 = 720 Ibs Ma(cw) = 2,400 ft-lbs Ma (ccw) = 1,440 ft-lbsHOverturning Ma (ccw)*1.5 F.S.= 2,160 ft-Ibs F Ma (ccw) = Ma (cw) x �/3 Ma(cw) = F1(y/2+b) �' yo = 2((Ma(cw)/F1)-b) = 20 in T-/ - Sliding a' 'I- Weight of Wall/ft, Fw = 917 lbs/ft rj Weight of Soil above Heal, F1 = 1,440 lbs/ft Total Weight, Ft= 2,357 lbs/ft Friction Resistance = µFt 825 lbs Buried Toe Depth,T= 8 in s1 l 1 i /',, i) „t_, r F3 = T*Lb/(12*3) = 33 lbs/ft1'5 in cir �' E® Total Sliding Resistance = 858 !bs # 4 bar at 18 in O.C. IA , Bearing Capacity # 4 bar at 24 in O.C. Min D per Soil Bearing Capacity j P7�/ f t-,1),, / D = (F.S.)(F1 + Fw)/S 28 in # 4 bar at 24 in O.C. /�'�'f Seismic Lateral ` -r.,4:-.-,k, / Seismic Importance Factor, I 1.00 Ss 1.4 # 4 bar at 18 in 0.C.,,,,-' Seismic Use Group I Si 0.4 ', c5 e �' j. . Site Class D Fa 1.00 `y �� ` Response Modification Factor, R ? (Table 9.5.2.2) 3�iri_>z �,1 s ,y ti $ :It I• t.s s w �., ) 1 s Sres = FaSs = 1.40 +- f, I. r .• �� Sos = (2/3)*Sris = 0.94 4- `" I tit }' i t 's f 1 �3 1:4)701 il.�' ,t _,slip"- �. !ilk,/Cs = Scs/(R/I) 0.29 3 a �`t! 'L� , ' U it b:, I. ) FYI a Seismic Base Shear, V = CsW 691 lbs/ft < Total Sliding Resistance therefor OK ;: i �� ' ' 31811 t;. Reinforcement- Stem „'t►• w . FGtsc�g 1 6L-,ew �0 ` "Mu = 1.4Ma 2,016 ft-Ibs S/ONAL ? '" ERMIT Nr.)..� / 3 4 _ 4 j Mn = Mu/0.9 2,240 ft-lbs _ ,j iY7 • �r -�. .� _� A$z fyZ As-0.425bf: +4.85Mn fib=Q 17 f'c bd 2 4(1)(1.7r c bMn IVOMn =Asfy[I-1. b 2 ) ,:t- ..r--.A,..r<_:. y • 7 f fV fy 0.85 f',bd v fy �. _ 2 PHOV FV.,i 6 t", }I. ',rr As = 0.114 si/ft fy 200A 200b 12 ' Pmi� =--. 200 A��n - As(min) A =p A = _ ) ��.i�'j a N i`i d ! ''LIE) I� {'.: ION `'�� i r ' ; min min c r _ f t fy Ac n ) fv fv ' :i I �f: ff: g( `14.'nr- ,('+ tr-o F._ 511 �r i t� prJ '`i , Area of Steel, As (sl/ft) 6 in O.C. 8 in O.C.( 10 in O.C.l 12 in 0.C. 14 in O.C.I 16 in O.C. 4 0.393 0.294 0.236 0.196 0.168 0.147 )= 5 0.613 0.460 0.368 0.307 0.263 0.230 # 6 0.883 0.662 0.530 0.442 0.378 0.331 _ 7 7 1.202 0.902 0.721 0.601 0.515 0.451 r� # 8 1.570 1.178 0.942 0.785 0.673 0.589 U / 'Jji11 Ij' Use# 4 bar at 18 in O.C. Vertical As = 0.131 si/ft r ;i i I Use # 4 bar at 24 in O.C. Horizontal r i a{t >\--------7 /e/ // � / / / / / / / / / , � / / �. / � / / / / // / L.�� / J Lim �, L C K w �j �� j �S 1 oc C L- � z //%// / / / / / / / � � / / / / _ -- _ / / /It " n®PE w atcr /, l l 1, 12 / 1_- . 128. ; � ' ,%� � �o/ll I �� '� . 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LINE ,a> MAN �� !•- SS ' - , / / , �� r ,N1/4-0- 177. 52t • -- - =, 4 • 4 _....sateigliar / y. , • / / k•'° t allailliallaili . taMMEMI.... alleMEMEnchula IMIMEMMEm IMI Omm alOOMOme... r / 41, / Nki . a/44/ Mininnincsum Coniummen. 4Z/7 / I limm."..m. ....mummem 4144.amm I / C.DC / ,� - / ' BUILDING / /SC6 . ) ' I cti • 44� r, / / '7/ & Blackwood Residence ) iiI a Lot 10 ek 24oi Washington Court, Anacortes, WA Inspector: JimBaldwin 4" Downspout Line 22 MAR 2014 As-built 4" Downspout 4" Downspout Tightline r . 6" Drainage Line •T{ r � 'att d' i ' _ View Seel age Tightline ''Ilk :•:, � From Lot 91 • t. ; ; , ,� `k r . 4" Footing . r♦ i � ;` ', 499 Driveway ♦.. It, f .1,. ( 4 ^. -• .. - :•. •. r ... ,:, � ; � __,_ . . 3" House Sanitary r�tiR Drain LineDrain Line =' st - 1. a Discharge Line . ., . Lot 9 & 10 7 2 �_ --.1 tc r.a G:y.+ - Main 6 Drainage ` • ayrr:.. ; e� -.', . i 1 �s w'rr,a;( TLN - Tl ..ice , 14L` .. h. 1 •�. I .1 •.� . •. . . _ hA. . , ,F +v .I - • zr �%��, 4 ' , . 3 -. -. 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'• % , - -_ - - - n- ' Jr • - i i +` �, � Irk r� /LZ♦•f •fir q , - L� _ _ _ _ . ' • � 1 , ♦ 14 r y �• . •q:yq •• a-. %iJj � '•2 1 .�� - : ' ' - . . • -• 'AY 4'4 - ^�1 A •.di., l .'l"r L• ". • yt • fir• • • 4" Footing To be Extended to Drain Line I 30" Diameter Sump & MaceratorIN 1 Blackwood Residence Expanded View le iik Lot 1 ® from Z z4o1 Washington Court, Anacortes, WA e 1 Ni 0 Inspector: Jim Baldwin Foundation Wall Foundation Wall A 22 MAR zo14 4" Downspout V As-built Tightline 16 ' - 11 " FLOW 18 '_16" — S If'- - l : • C� • > ^9 r �1�i �p�.��,),{yf� f •, \/�` . F> .}.•✓9 r' e- -�♦ y �Y.tr. rr • • - ♦ - 1 � I ♦ i4 , ',Pi 7 ��. htit �l � � >..r 1x Jey•e `,\d ..t•y .. \ ( _ _--_ _-._- __ _ __ - _ _ _ — 1._._r=,y,11 T 1, ; - ,t - 4 .,r¢.f • - :ram. ...; a.,• v- - - - (' Y . ',\ .��.. i. 'S )3� F ' s t� • _ n•2 • • F ° ^. � \ •V 3 • _ I A N- S•�, LA.'� •t4 • 4 •t • fa as i.��.. ., Y- S• f ./'• ` s r , r . f . A,.,�yD • s, % << �iF'�F ,,[y ?b. . 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Structural Calculations for the Blackwood Residence City of Anacortes ,4 Asy/ rf • � 311111 p • eG,s 01V AL By: A.P.- -.y SOUND ENGINEERING P.O. Box 1265 Freeland, WA 98249 (360)331-3113 Job No. 5991 1 C ' Aft- lb ki ....e tr 1 ..._ ..\ or.„4"--77--f\-1-\\ //\,,,t4 � �- . ` _ • ._es:5 z \- . � / 1 $. ° • • •4• • • , ' fit _ .. µ i e •• \\\.. e. • • PA C`� . 1 v \ _ : ‘,,,- : :ei:ir i I Ni . .. 1 k. • • • co • LI — • • L, . _ % . �� r 0 r A 4 �__ i; it 0 • • '0 Cs? •P 1.00; ft‘ �: 1) .. 9 = • A. �.� . ' . ... .ri 96. .-� Aci • - •\ - .y . .'j_4 : ; . . - . . - • . - .p i, - 'f1:J • . . • •.:t-: k J . . . . . t~: .i1� . 10 t� 4' >, . . • . - ` ` .. • - Itc tte ;1" -LV :I- ..(S . . L? 1-L. -)c) wi tit\ ti. . . . . . 41 .b . cis' kt--- I 4,, a D . 0 , -z -i:1 „ ,9 -, - - 0 it in °' TT 4 —;— . . . . ...- et` • - -. • • . . _ . . ' . . co &:i (�i• ei) • • .i - • m kr % C - • • . . - . - . . . LI) gC Cr • 14 itkA Yl ' z ( i 2CO CO t" ,� . C '•. € r y, 1 2009 International Building Code, Chapter 16 Job No. 5991. Project Name Blackwood Residence Floor(1,2,etc) 1 © Geoff Tapert, 2006 - All rights reserved Jurisdiction City of Anacoites Date: 6/23/13 6:18 By: AGT Design Information Floor Live Load 100 psf Roof Live Load 25 psf Ground Snow Load 20 psf Basic Wind Speed (3-sec gust), (mph) 85 mph Seismic Design Category D Table 1613.5.6(1) Site Class D Table 1613.5.5 Snow Flat Roof Snow Load, Pf(psf) 25 psf Snow Exposure Factor, Ce 1.00 Table 1608.2 Snow Importance Factor, Is 1.00 Thermal Factor, Ct 1.00 Wind Basic Wind Speed (mph) 85 mph Wind Importance Factor, Iw 1.00 Building Category C Applicable Internal Pressure Coeff Building Height 29.17 ft Eave Height 20 ft Longitudinal Width 1, W1 80 ft Transverse Width (Gable End), W2 40 ft a 4 ft Roof Rise in 12in 5 in Roof Pitch, (deg) 23° X. 1.40 ps30 ps = A.Iwps3o Zone A 15.9 22.26 psf Zone B -4.2 10.00 psf Zone C 10.6 14.84 psf Zone D -2.3 10.00 psf Longitudinal Wind Base Shear, V = EpsDH 17,412 # Transverse Wind Base Shear, V = EpsDH 32,265 # Longitudinal Components and Cladding Area pnet30 pnet = ?Iwpnet3o Zone 1 (+) 0 0 0.00 psf (-) 1872 -11.9 -16.66 Zone 2 (+) 0 0 0.00 psf (-) 1456 -14.1 -19.74 Zone 3 (+) 0 0 0.00 psf (-) 139 -14.1 -19.74 Zone 4 (+) 787 9.7 13.58 psf (-) 3667 -10.8 -15.12 Zone 5 (+) 787 9.7 13.58 psf (-) 3667 -10.8 -15.12 Transverse Components and Cladding Area pnet30 pnet = ?Jwpnet3o Zone 1 (+) 936 4.2 10 psf (-) 936 -11.9 -16.66 Zone 2 (+) 728 4.2 10 psf (-) 728 -14.1 -19.74 Zone 3 (+) 69 4.5 10 _psf (-) 69 -19.7 -27.58 Zone 4 (+) 1440 9.7 13.58 psf (-) 3013 -10.8 -15.12 Zone 5 (+) 787 9.7 13.58 psf (-) 3667 -10.8 -15.12 Overhang Length 2.00 ft Overhang Area 160 sf Roof Overhang Zone 2 -19.8 psf Zone 3 -10.0 psf Earthquake Seismic Importance Factor 1 .00 Seismic Use Group I Mapped Spectral Response Acceleration Ss L.4 Figure 1613.5(1) S1 0.4 Figure 1613.5(2) Site Class D Specral Response Coeff Fa LOU Table 1613.5.3(1) SDS = 2/3(Fa)(Ss) 0.93 (eq 16-39) Fv 1.60 Table 1613.5.3(2) SD1 = 2/3(Fv)(S1) 0.43 (eq 16-40) Seismic Design Category D Table 1616.3(1) Basic Seismic-Force-Resisting System(s) Shear Walls Weight of Struct. Above, W 113,600 # Design Base Shear, V = 1.2SosW/R 19,574 Redundancy Factor, p 1.00 E = pQr: + 0.2SDsD =40 779 1 Seismic Response Coeff., Cs = SDS/(R/I) 0.14 Response Modification Factor, R 6.5 Analysis Procedure Used Simplified Shear Walls Longitudinal Design Base Shear 40,779 # (Seismic Controls) Wall Line 1 Total Length of Walls _ 10 ft Trib. Area % 30 V/ft = 1223 plf 2-SW-8 Wall Line 2 Total Length of Walls 41 ft Trib. Area % 40 V/ft = 398 plf SW-6 Wall Line 3 Total Length of Walls 27 ft Trib. Area % 30 V/ft = 453 plf SW-6 Wall Line 4 Total Length of Walls ft Trib. Area % 0 V/ft = 0 plf Transverse Design Base Shear 40,779 # 1 (Seismic Controls) Wall Line 1 Total Length of Walls 22 ft Trib. Area % 35 V/ft = 649 plf SW-8 Wall Line 2 Total Length of Walls 9 ft Trib. Area % 25 V/ft = 1133 plf 2-SW-7 Wall Line 3 Total Length of Walls 56 ft Trib. Area % 40 V/ft = 291 plf SW-5 Wall Line 4 Total Length of Walls ft Trib. Area % 0 V/ft = 0 plf Shear Wall Schedule Wall Sheathing Nail Size Nail Pen. Edge Spacing in Framing SW-1 15/32" OSB 8d _ 1-1/2" 6 in SW-2 15/32" OSB 8d 1-1/2" 4 in See Note 3 SW-3 15/32" OSB 8d 1-1/2" 3 in See Note 3 SW-4 15/32" OSB 8d 1-1/2" 2 in See Note 3 SW-5 15/32" OSB 10d 1-5/8" 6 in SW-6_ 15/32" OSB 10d 1-5/8" 4 in _ See Note 3 SW-7 15/32" OSB 10d 1-5/8" 3 in See Note 3 SW-8 15/32" OSB 10d 1-5/8" 2 in See Note 3 Note 3 Foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3-inch nominal member (or double 2x nailed at w/2-16d © 6" O.C.) and foundation sill plates shall not be less than a single 3-inch nominal member (or double 2x nailed at w/2-16d @ 6" O.C.). Plywood joint and sill plate nailing shall be staggered in all cases. 3G TRY coJU c) SBA AA ff3 vea T snms a Overturning V® H P = HV Holddowns 2-SW-8 9 11,010 HD10A SW-6 9 3,581 STHD14/RJ OR HD5A H SW-6 9 4,078 STHD14/RJ OR HD5A SW-8 9 5,839 HDBA 2-SW-7 9 10,195 HD10A SW-5 9 2,622 STHD10/RJ OR HD2A P Anchor Bolts Provide 1/2" anchor bolts with minimum 7" embedment at 48" O.C. minimum. Provide minimum of 2 bolts per mud sill piece. Provide minimum distance from end of 3.5 inches, maximum distance of 12 inches. If bolts are not properly placed, all thread and epoxy capsules may be used instead. 2009 International L (Aiding Cfi deo Chapter 16 Job No. 5991 Project Name Blackwood Residence Floor (1,2,etc) 2 © Geoff Tapert, 2006 - All rights reserved Jurisdiction City of Anacortes Date: 6/23/13 6:13 By: AGT Design Information Floor Live Load 100 psf Roof Live Load 25 psf Ground Snow Load 20 psf Basic Wind Speed (3-sec gust), (mph) 85 mph Seismic Design Category D Table 1613.5.6(1) Site Class D Table 1613.5.5 Snow Flat Roof Snow Load, Pf(psf) 25 psf Snow Exposure Factor, Ce 1 .00 Table 1608.2 Snow Importance Factor, Is 1.00 Thermal Factor, Ct 1.00 Wind Basic Wind Speed (mph) 85 mph Wind Importance Factor, Iw 1.00 Building Category C Applicable Internal Pressure Coeff Building Height 19.17 ft Eave Height 10 ft Longitudinal Width 1, W1 80 ft Transverse Width (Gable End), W2 40 ft a 4 ft Roof Rise in 12in 5 in Roof Pitch, (deg) 23° ?v 1.29 ps30 Ps = XIwps30 Zone A 15.9 20.51 psf Zone B -4.2 10.00 psf Zone C 10.6 13.67 psf Zone D -2.3 10.00 psf Longitudinal Wind Base Shear, V = ZpsDH 10,028 # Transverse Wind Base Shear, V = ZpsDH 18,819 # Longitudinal Components and Cladding Area pnet30 pnet = kIwpnet30 Zone 1 (+) 0 0 0.00 psf (-) 1872 -11.9 -15.35 Zone 2 (+) 0 0 0.00 psf (-) 1456 -14.1 -18.19 Zone 3 (+) 0 0 0.00 psf (-) 139 -14.1 -18.19 Zone 4 (+) 467 11.1 14.32 psi (-) 1907 -10.8 -13.93 Zone 5 (+) 467 11.1 14.32 psf (-) 1907 -10.8 -13.93 Transverse Components and Cladding Area pnet30 pnet = A,Iwpnet3o Zone 1 (+) 936 4.2 10 psf (-) 936 -11.9 -15.351 Zone 2 (+) 728 4.2 10 psf (-) 728 -14.1 -18.189 Zone 3 (+) 69 4.5 10 psf (-) 69 -19.7 -25.413 Zone 4 (+) 720 9.7 12.513 psf (-) 1653 -10.8 -13.932 Zone 5 (+) 467 11.1 14.32 psf (-) 1907 -10.8 -13.93 Overhang Length 2.00 ft Overhang Area 160 sf Roof Overhang Zone 2 -19.8 psf Zone 3 1 -10.0 psf Earthquake Seismic Importance Factor 1.00 1 Seismic Use Group 1 Mapped Spectral Response Acceleration Ss 1,4 Figure 1613.5(1) S1 0.4 Figure 1613.5(2) Site Class D Specral Response Coeff Fa 1.00 Table 1613.5.3(1) SDS = 2/3(Fa)(Ss) 0.93 (eq 16-39) Fv 1.60 Table 1613.5.3(2) SD1 = 2/3(Fv)(S1) 0.43 (eq 16-40) Seismic Design Category D Table 1616.3(1) Basic Seismic-Force-Resisting System(s) Shear Walls Weight of Struct. Above, W 60,100 It Design Base Shear, V = 1.2SDsW/R 10,407 Redundancy Factor, p 1 .00 E = pQE -I- 0.2SDsD 21,682 Seismic Response Coeff., Cs = SDS/(R/I) 0.14 Response Modification Factor, R 6.5 Analysis Procedure Used Simplified Shear Walls Longitudinal Design Base Shear 21,682 # (Seismic Controls) Wall Line 1 Total Length of Walls 1. 1. ft Trib. Area % 30 V/ft = 591 plf SW-7 Wall Line 2 Total Length of Walls 1I1d ft Trib. Area % 1,0 V/ft = 1.97 plf SW-1 Wall Line 3 Total Length of Walls 18 ft Trib. Area % 30 V/ft = 361 plf SW-2 Wall Line 4 Total Length of Walls ft Trib. Area % 0 V/ft = 0 plf Transverse Design Base Shear 21,682 # (Seismic Controls) Wall Line 1 Total Length of Walls 27 ft Trib. Area % 30 V/ft = 241 plf SW-1 Wall Line 2 Total Length of Walls 32 ft Trib. Area % 40 V/ft = 271. plf SW-5 Wall Line 3 Total Length of Walls 511 ft Trib. Area % 30 V/ft = 120 plf SW-1 Wall Line 4 Total Length of Walls ft Trib. Area % 0 V/ft = 0 plf Shear Wall Schedule Wall Sheathing Nail Size Nail Pen. Edge Spacing in Framing SW-1 15/32" OSB 8d 1-1/2" 6 in SW-2 15/32" OSB 8d 1-1/2" 4 in See Note 3 SW-3 15/32" OSB 8d 1-1/2" 3 in See Note 3 SW-4 15/32" OSB 8d 1-1/2" 2 in See Note 3 SW-5 15/32" OSB 10d 1-5/8" 6 in SW-6 15/32" OSB 10d 1-5/8" 4 in See Note 3 SW-7 15/32" OSB 10d 1-5/8" 3 in See Note 3 SW-8 15/32" OSB 10d 1-5/8" 2 in See Note 3 Note 3 Foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3-inch nominal member (or double 2x nailed at w/2-16d @ 6" O.C.) and foundation sill plates shall not be less than a single 3-inch nominal member (or double 2x nailed at w/2-16d @ 6" O.C.). Plywood joint and sill plate nailing shall be staggered in all cases. 3=ii G`'l Alg�� SILL a mo lr STUDS l Ce °,r Overturning V® H P = HV Straps ri"- SW-7 9 5,322 MSTC66 SW-1 SWSW-2SW-1 SW-5 91,774 MSTC28 OR LSTI73 H 9 3,252 MSTI72 9 2,168 LSTI73 9 2,439 MST160 SW-1 9 1,084 MSTI26 OR MSTA30 P Anchor Bolts Provide 1/2" anchor bolts with minimum 7" embedment at 48" O.C. minimum. Provide minimum of 2 bolts per mud sill piece. Provide minimum distance from end of 3.5 inches, maximum distance of 12 inches. If bolts are not properly placed, all thread and epoxy capsules may be used instead. Restrained Retaining Wall Calculations Project: Blackwood Residence © Geoff Tapert, P.E., 2004, All Rights Reserved By:_ AGT - Date: 6/23/13 Design Assumptions frc = 3,000 psi F.S. fy = 40 ksi Bearing 1.58 Soil Bearing Capacity, S = 3,000 psf Equivalent Soil Pressure, g = 40_pcf Min. Cover - 1.5 in Soil Weight, w = 120 pcf d(avall) = 6.25 in Wall Width, b = 8 in Design d = 6.0 in Footing Depth, T= 8 inil Wall Height, H = 9.00 ft =_,__ — — Total Footing Width, D = 16 in II �-- P1 = 1,500 lbs/ft / Souo� t, �t----- 1"{1 t:Fit rr o�YS lP'�OL�s'r'S/!-1'�w4u b F1 = (bf 2)*yt2 = W = 1,620 lbs Mmax = 0.1283WH = 1,871 ft-lbs H W R1 = W/3= 540 lbs R2 = 2W/3 = 1,080 lbs l�cr�c.s k 1- 'K2. tD 11 - 1.5 in clr I,' # 4 bar at 16 in Q.C. r # 4 bar at 16 in O.C. I # 4 bar at 16 in Q.C. Bearing Capacity Odom Min y per Soil Bearing Capacity erg; # 4 bar at 16 in Q.C. yb = S/((bH+DT)150+P1) 10 inx (if D>16" only) Reinforcement- Stem Mu = 1.4Ma = 2,619 ft-lbs Mn = Mu/0.9 = 2,910 ft-lbs 2 (1.7!' bd _4(1) 1.7ffYbM„ Alf, =Ad,AS- 0.425bf; +0.8511�2,j b -0 A.r= 0.85 f'„bd+ .fy fv f, dv 2 As = 0.148 si/ft Area of Steel, As (si/ft) 6 in O.C. 3 in O.CJ 10 in O.C. 12 in O.C, 14 in O.C. 16 in O.C. :;Il 4 0.393 0.294 0.236 0.196 0.168 0.147 # 5 0.613 0.460 0.368 0.307 0.263 0.230 it 6 0,883 0.662 0.530 0.442 0.378 0.331 hi 7 1.202 0.902 0.721 0,601 0.515 0.451 it 8 1.570 1.178 0.942 0.785 0.673 0.589, Use # 4 bar at 16 in O.C. Vertical As = 0.147 si/ft Use# 4 bar ai: 16 in O.C. Horizontal -- - `k- -- - .. -- . e Typtcc1Doodwmdow --_,._ UPPER LEVEL FLOOR PLAN NOTES: -- "`a "' drafting ' .k I. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO se-o- i o STARTING CONSTRUCTION. IF DISCREPANCIES BUST PLEASE & desi n-tic - _ - _- ?� 4- CONTACT THE OWNER, GENERAL CONTRACTOR,OR THE -. _ 4'4Y' 11'-0" 4'-0" 2A'-0' a Fi 15'-0" DRAFTSMAN FOR FURTHER INFORMATION. / / / - -- - . --- _ / n 7-3" 3•-3" s 3'J" 7-3" as / 2. ALL WOOD IN CONTACT WITH CONCRETE (BOTTOM PLAITS) _ .. -_ / IA •__ _______ _ __—_____ a MUST BE PRESSURE TREAT ED MATERIAL. USE CORROSION nor e_� r� RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE Jonathan Richards L I. o , ood r I TREATED LUMBER.ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 BIOS SIeding Ott IN K -- - _- _ • ,�, STUDS AT 16"O.C. AND SHEATHED W RH 1/7050 PLYWOOD OR Anacoder,Wofil'910n 902.21 r\--- -- - - yr- -�•�, -- - - - 'k,{pa�o- �I I(dl BETTER WITH 159 BUILDING PAPER. ALL INTERIOR WALLS ARE _ ' r _ • - y t �4- S-' FRAMED WRN 2X45TUDS AT I6"O.C. AND SHEATHED WITH Ii2' ph 3110.391.0132 _ 1 ^I 9 - I c _ _ -4,,. QO C GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. em loam.-sicr q --- 5,-, i \ geyeo _ - • ray.ri '`';1- �_ �\\ `\ - kt • 1T SRev so 6x6C h ✓ \ ! ,�P'�~' \4'' eaa a 3 CONFIRM ALL DOOR, WINDOW, FIREPLACE AND OTHER Project besedpNon: __ \S-1 _ I - - - - Sealed Deck I Sim on CO - '-i% �' it, .0 ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO • __ - - - Wo1er Picot Mefrdworre I h < , \ ( ,/.e \ a WALL CONSTRUCTION ALL GLASS TO HAVE A LOW E 10.40) New ConsIwcflon Of A _ R a ' i 0 •J •`�-z p'6S `� GLAZING AND TO MEET TEMPERED REQUIREMENTS. Single Family Residence Y 444�� 1 JJ u a P /- �� i *`•'ti I -�!4 / 9Cogng =_ _*' }l \\ a 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM �N I�J Eli 1 1 --Fr Hardwood _] .6 R ' ` • \ u WITH BATTERY BACKUP ON OR NEAR THE CEILING OF EACH _ _, I 0.. 9 F'� Soae I .I-- =_ - T / \ '\ FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) � - CD62HeolBolor \ \ ALARMS TO BEPLACE OUTSIDE BEDROOMS. • GasFireace i Plan Iniormation: � ` T•S 1/2" Tillit 5 PROVIDE EXHAUST KRCHEN FANS AT MN OF 100 CFM AND Basement 2847 SF 'v 0 47'Width / ! I I 1 I Q�o ` BATHROOM FANS Al MIN OF 50 CFM, FANS TO BE INStALLED PER Main Floor 2034 Sf 27 De'Haight / • \` MANUFACTURERS SPECIFICATIONS AND TO BE VENTED TO THE Upper floor 1472 Sf 27 Depth u� ' I 7'•5 1/4" \ Livin Olning \ \ OUTSIDE OF THE RESIDENCE. UnflnStorage 929SF Vael E 9'eeUt"g . h \ Deck 209 SF Hardwood I \ \ Upper Floor Deck 197 SF ly 1'-8"/ xo , _ so I , \ Z. CERTIFIED PREMANUFACTURED GAS BURNING STOVE FIREPLACE Garage 1061 SF 2 L__ ] , _ gyeA taj WITH DAMPER AND OUTSIDE COMBUSTION MR SOURCE DIRECTLY F CONNECTED TO THE FIREBOX. INSTALL PER MANE.SPECS. 3 a}IP, - Office Storage ).\\ Total Healed WOE SF •� ., sss5 . 9'Comb t Carpel • ., 7. STAIRSTOOEWIDTH SIiOWNONPLANWITHIO'MH4RUNo 'E� ^^Y�� - m 1'-10' 6'-0` 2'-5 1/7 s G \p¢ - -___ _ _ ____ _ IENGIH AND 73/4"MAX RJSE HEIGHT. (READS AND RISERS NOT r� TO VARY MORE TITAN 3/B" FROM ONE TO ANOTHER. MAINTAIN c� 1IL `--/ _ 7 I _ _,4d_ ,xay i?• ` Yf� MINIMUM 6'-8'HEADROOM. PROVIDE CONTINUOUS HANDRAIL r ` I \ c _( ' 1 h. \ \• /'1� - .• a,• \ \ - ON AT (EAST UNE SIDE Of RUN. SEE DETAIL. nal _ - ., Closet/St ge -1 :o _ _� On -. T? .." �� , _ _ \ 3'b% \ 4,,.•• 9•Ceiling ,, \\ \\ I 9. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS & • \ \ -- -- ' h 4a68 - -, -. \`�i v - " i1\ - f / ? vinyl qg �\ (BEAM &HEADER ENDS). 15'-41/7 � . _ Archaw „• `r \ r I "., .. . l r0 �� < V �\ li 6 C . `D� .,_ B L;d \ 7 9 Wall Section Scoio: 3/4"= 1'•0 10. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. L 4 rr I /JIA,\\ m `{ \ 3 . A I 999 /' \1K m ( T_z=rY rl...r ai.:n \ i. A4.1\ • _ r or ca r 1 ' �- (, o_ - Kitchen p ,, \ 1 i. PROVIDE FIRES[OPS AT ALL APPLICABLE LOCATIONS, INCLUDING - - - — adre , oa. \ j HOLES AND ANY OPEN AREAS. Lo r i '^ = 89'-5 II2" 9'CNing Y OVENS $ —� r3 r C ▪ \ Hardwood M / �, N O N • .5iPantry HallSTh A — 12 MAT ERIALS To MEET THE FOLLOWING GRADES' '!" q �___ _ _ - U LibrafyOareal 9•Ceang Ycemng A / HEADERS TO BE 6XIO HF02 UNLESS NOTED OTHERWISE V VaasaC Eng ------- - - -- - -IXJ-- - -i aureola \ ' GLAM BEAMS TO DE DF SPECIES AND HAVER 24FV4 RATING.r vCOLUMNS TO BE DF82 OR HFi2 Q C 4heHP,be - - 26. . \cs,' Vl \ CO :EC 0 3'-21/4" / T•9' S.-6" �• +37-5 1/21S1/411,11% \ri \ OR SPF. laO'�C r� . 5'� t/z 4 — 1'.3" _,t Powd - I Foyer ° MUSK _ + mono M1y \ A \ 13 1NSULATIONTOMEETTHEMINIMUMPERSCRIPTNEREQUIREMENTS J_ _ — _ _ — _ _— _ — •T r 9•ceg -- Pantry _ �.g \.. OFIHE2009WESC• INSULATIONVALUESAREASFOLLOWS: N V! • \ \ U_T-2,,i - - - - - - - - - Ning i n9 v / rh 'Uris"� 13 4 ,� \. \ Y Celina $ Irern ed ^' Jlawlnood r } rcemng I \ a, d;� CEIUNGS R-49 OR R-313 ADV. 0 o ` AA 1 / Hardwood 3'-7" LQ l r'o • . . \ P \ .. \ \ EXTERIOR WALLS R-21 •- 7 \( �y.--- �\(• JOIST FLOORING R-30 __ ]-- 3068 s ( Ls I �• t'lCs \, 9'-5 1/T\ 3'A/ L \ \ " \ CONCRETE FLOOR R•10 • N 0 1 i OP \ill in{') A L dr I r 1' b" ( ` I r' 0 �� I \ � • ' \`\ 3•53% /' \ 14. REFER TO AND IMPLEMENT ENGINEERING PRIOR 10 t O �` • n El i / • . •, \ ,/� ` \ CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE CI O i 0 ) U e r u 6'6" R' �—/ •, ` 'f� \ CONSTRUCTION PLANS. O -0" / 7'-0" /, 't/ 3•-9' F 3'-9" '-1 1/2' r•LO' 4.•0 1l7 s'•d ��\ / . r 5 V •,' . . \ \ \ (f V d 7 ""'� it a- y � . `v . �" -\ A �� :.�`�� •, \ \ ,, - R Covered Porchrcettne /. \ \ -- pI, rue ❑ ' _ , . . • „� Q • • Garage \ \ iiil l -- \ t� 9'Ceiling --�_ l �-'\ i' ,;p Conaeio Over Mill \ 1 II O �._ Enhance Columns: S • • a 6z6 Columns A Cultured Slone ease H� ! \ rs \ s fi / / I 43'•6` \.\\ \\ \ \\\ WINDOW SCHEDULE E .� ,•••r, , �'" VERTICAL GLAZING U•FACIOR:0.30 6 r Z • \ ��n '\ ID Size Desuiplion Header AFF oty a Main Level Floor Plan ` \ /.," `••;,;, t• tan" �" \ ` Rosemont Windows _ Revisions: VI, `, \ , , •- . Gy'S \ A 7•lOx2'-0' Csemenl I 80' - 1 Print Dote 5/5/13 r? I ` \ .\` ', �' \ • \ B 3'-0'x 4'•0' Double Hung cow: 3 'Ir �7 Plan F� I 0 2 6 Il \b T,\ • • % '\ \ C 3'-0�'x 4'-0I' Picture 80' — 3- d '• .'� \, \\ D 7.4'x 1%4" Awning 9710 1 ® Scale: 1/4"a i' ,,- T..,. ;Or-, 6x6 PT Post % \\ \ EM� 6�-('x l'-0'Windowsor Arched Picture 965/6 I 1 I/4"DIA.MIN TO 701A, MAX CONTINUOUS HANDRAIL Gyp Wrapped �' F 1'-4'x 4'-0' Picture AO' i 2 ,•'. \,•, / G 4'-0'x 4'-0' Double Casomani 00' 3 TERMINATE HANDRAIL \ \ �T - •f ' \ /\'C' NOTE AT NEWEL POST - OOUALE JOIST \ �', n'�' \ !J \"T' H 3'-0" -fY' Picture onL I2 OPTIONAL METAL RAIL \ th y'` /% '•, RV Parking °+ y' Index: MAY BE USED IN PLACE 4 \ ` 11'coa ' J I'-0'z 4'-0' Picture BO' 1 • • Carle • Cover Page/Silo pion A1.0 2X RAIL CAP m \ i Concrete K 3'-0'x 6'-0• Picture 90' S /SToFsT & B/PANS Foundation Plan Al.l AX4POSTWITHWITHiX PLIXIGLASS , • 'P \ L 3•tl'x7•tl' Arched TopPieluru IIt' 2 boremenlPlan A21 CAPS- lIa_ �S s� ! ,. ', e` .SS %'-' > � - M 3'•tl'x70' Picture I1T i Mdn floor flaming A3,1 Li:- ira 6 ,� Iva M % . N 74Tz 4'•6' Pic 86" 2'I -o`\ >� ','• 'iH' Main Level Floor Plan A4.1 r ?-r U J 1 / i, F" / Upper Floor Framing At1 ,v \ 0 6'6"x5'-t Picture 98' 1 �/,' upper Level floor Han A6.1 O \ bJS P 7-4"x 5'O' Casement 94' 2 tool Flan A7.1 '� • , `o' " • \ 5 .. , ' 0 7.4"z so Picture 96"/00'MATH. 4 tulimng Sedans AB.1 z / \ . • • R 3'4Tx 7•G Awnln BO' I f#d 6 South 8avalbm A9.1 Itl'MIN TREAD HANGERS / , \, \ : '- gWest l North tlevaFons A9.2 o • \ % ,/, \ S I'•3'x 747' Csemenl 00' I mP a _ \ \ I� % �' -'' �i I 3'-0'x 3-44 Casement BO' I - _ i x" -' U 3'-0'x 3-4" Piclure -t!0' I 4____-.-4"MAX. I ,• z• 13) 2X12 STRINGERS �O. % ❑� - - _ -. - - - - - - 'w\ \� .4-.4 � Upper floor Windows Main Level Floor Plan POST FRAMED INSIDE '- ; _ • •� G CiG W I'-9"x 7 6" Casement 74 5/8' r I AND BOLTED W/ (2) -4 ' Enhance Columns. )J' .� 5/0"pOLTS STAGGERED�� 6x6 Column \- r2 X 76"x 4'-0' Casement 74 5/8' 2 Cultured Slane Bose s \ \ t4/ �7 Y 76"x 1'6" Arched Top Picture 74 5/8' 3 2X4 THRUST BLOCK � � �� \ \se J- 7 I'6"x4'-W Casemen' 74518' 1 -' �. �- t� b ;Y �[\ yA R 1 { ,., nA 74'z7•T Csemonf 7J5/0' 1 Deck Railing SCALE 1/7a 1'•0' Handrails SCALE 3"a 1'-0 Stair Detail Seek: 1/2"a 14-0' 1 \ \ : 1 _ \ S ! ` �.l� AB 7.6 x T•0' Awning 743/D' 1 -- �/I' �P\a\ ,\J, �'4 AC 7-I"x 6'-0' Picture 90' 1 A4 . 1 31 AD 2cl"x 6'-0' Coleman! 9tl' 1 w �\j� / l/ AE 3'-0'x 4'-0' Casement 745/8' 1 \\\ �� AF 3'4Tz 1'-6" Oval Hoppe' 745/B' 1 \ I AG 7-6'x3'-0' Casement 745/8" I - -1 ` ----`�'-„,.,, UPPER LEVEL FLOOR PLAN NOTES: "_ - - - - \` \� 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO drafting �� STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE & desi n LLc SHEAR WALL SCHEDULE CONTACT THE OWNER, GENERAL CONTRACTOR,OR DIE `''- ` DRAFTSMAN FOR FURTHER INFORMATION. 2S=S 1/2' IY-0 1/4" I'-1 3,;" 2. ALL EETERIOR WALLS ARE FRAMED WITH 2X6 STUDS Al 16"O.0 " lr s / Ate_ .- _. - _ - _ - . - -_ _ yp IDo0=- -- - - - -- Hoods: LLB GYPSUM H 2X4 Anamdox Washington 9exx1 r ie" Door/Window AND SHEATHEDWRH I/Z"OSB PLYWOOD OR BETTER WITH TSB s 0 15/32 in*. OSB with 0 d @ e- in. O.C. Edges, 1 9a^C\ der STUDS AT I6LDING A0C PER AND SHL EATHED IOR AWRH I/LLS ARE FRAMED WITH 61os Starling DdveJonalhan ard ay ^ C' J WALLBOARD UNLESS NOTED OTHERWISE 12" ' (d"`'t - - - - - - - -- • - - �p\fiYjO+Vrl \ Hag Pan S�DO�°/!4,t 1 lb - ph leoan.oeax O.C. Field (V = Ibslft) 5\a 3. CONFIRM All POOR. WINDOW, FIREPLACE, AND OTHER em lmoba Aran!mm i ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO •-noVao Scupp«r And '-Provide Scuppers And ` 1. \ i Cutlet To Catch Runoff ` • WALL CONS1RUCTION ALL GLASS TO HAVE A* �.1 �� Gutter To Catch Runoff i .4 ' \ \ GLAZING AND TO MEET TEMPERED REQUIREMENTS. E (0.40) 4/1 15/32 in*. OSB with _ d @ t in. O.C. Edges, 4 / ` Project Demdpllon: Sealed Deck o• `' �.jr Viola noel Membrane rl `�' � tqP; t °k • /a O New Construction DesueNon OlA ,^ l- ( ry5 ,d. � ` 1 se'... e W. 4. PR0VIDESf4OKEDCTECT0RSWIREDT0THEELECIk1CALSYSTEJ.7 SlnploFamllyRovldenca 2'S 1/2'�7-0" 4'-1" 1'-8" 2'-6" 2'-6" '6'=6" \ J '�•a� ` i ' / \ T a WITH BATTERY BACKUP OIJ OR NEAR THE CNUNG OF EACH 12" O. C. Field (V = S ( Ibs/ft ,= ):i i °° - -_ - 4 , Sjfing e . 7 \ a FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) • r vryofo/Vautkd \ ` to ALARMS TO BE PLACE OUTSIDE BEDROOMS. - \ aos6 I- ! 1 \ {' 4 �•c - r ' \ iQ i. 0 6. PROVIDE BATHROOM EXHAUST FANS AT MIN OF SO CFM. DRYER C 15/32 in*. OSB with 'e- '' d @ in. O.C. Edges, - i 6�" \ �'i� ' "D EXHAUST FANS SHALL BE INDEPENDENT OF OTHERSYSIFMSAND r ,� i' '' •`:=(" \, ` �, oPlan Information: _ , , ' \ i?.\ \ = EQUIPED WITH BACKDRAFT DAMPER AND TO BE INSTALLED PER in- it - - - _ n - - 1 -GOST30311 He h.olo! .,`dt,J See llvough Gas F4oplaco j' m �� MANUFACTURERS SPECIFICATIONS. ALL FANS 10 BE VENTED TO ' Rosemont 2047 SF 12" O.C. Field (V = � 1 Ibs/ft � -` Shov:c Tub - i„ RI Dimensions: �� , \ hTHE OUTSIDE OF THE RESIDENCE- Main Floor 2034 SF to I L I I +6e �� ti 3ELI18"VAdlh \,... \ - f3p` \ `7 Upper Floor 1472 SF Master Bath 34-3/4"Heigh! ;% j`' , • ` \\ 1` \ L CERTIREO PREMANUFACTURED GAS BURNING STOVE FIREPLACE Unfin Storage 929 SF 15/32 in*. OSB with � d @ 4Edges, j ` Storage ;y YoufledCNlna $ I5'Depth \ Doek 28 9 SF i \ \ WITH DAMPER AND OUTSIDE COMBUSTION AIR SOURCE DIRECTLY 4, in. O.C. S_' tan Upper Floor Deck 197 SF / 3/0" M 9'-6l/8" S'•103/B- 2'•07/II' \ ' \ .�> \ CONNECTED TO THE FIREBOX. INSTALL PER MANE. SPECS. Garage 10675f 12" O.C. Field (V = ca T' Ibs/ft) �° "' j MasteUlte i \ 7. STAIRS TO BE WIDTH SHOWN ON PLAN WITH ICI'MIN RUN Total Heated 350E Sf Y ," �� \ , j 7Hateryovltaddf�flna -'"-" , / ` LF.NGIH AND 7 3/4"MAX RISE HEIGHT. TREADS AND RISERS NOT to C`/� ."1 I' `\. capnt \�' / \, • \ 1 r-c TO VARY MORETHAN 3/B"' FROM ONE TO ANOTHER. MAINTAIN _ - MINIMUM 6'-8" HEADROOM. PROVIDE CONTINUOUS HANDRAIL r" - -- / ON AT LEAST OIJE SIDE OF RUN.SEE DETAILS. if) 15/32 in*. OSB with `:.. . d @ _ in. O.C. Edges, fHis Closet . - r 2'-71/7 -ales cio5et� aelbc'Uta \c \ 1 •v, fv reeling - •- t B.Caine, , , I \ ° \ \ r \ I $., Carpetni - f "1 Cmpel 1SlYrc^+ \yyy��? ,if. - ______ 0, PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL THRU 27X30' -y 12" _ C T�� _ _ -- ` I '9 11 ` MIN OPENING WRH 3Q" UNOBSTRUCTED HEADROOM. FRAME O.C . Field (V - f � � lbs/ft n 3lTR 4 �-\- L _ - � \ • \ i \ WRH 2X 12 MEMBERS. \-20, tirlfrQ Ifs\ �✓11 �♦ �. D ,\Tr .' \\ 8' Wall (?> 15/32 In*. OSB with d @ �• in. O.C. Edges, �, •pE , °" ? . Laund '- B 7' Plate Section Scle:3PC1' 0" 9 ;BEAMdHEADER NDS)PROVIDE FULL BEARING UNDEP. ALL POINT LOAD LOCATIONS 5'-4' 14 r- - 1 1431/4" 4'-4" •" ry ._CO/Srro4e 6? T-_I \ q^N10. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. ver1/4° Hallwa12" O.C. Field (V = Ibs/ft °��°P°, e•ar et Delector l- '- - 1 01 ''\ i \ et C Ea Carpet _ \ i \ 11, PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS. INCLUDING et C Q' 4 2660 . 2668 i'A1 ecoey �� t/.' • '�`D 'i ��- - ;i ,� \ /� . 9\1-� \� `.\ HOLES AND ANY OPEN AREAS. C C :5 Ili 15/32 in*. OSB with •- • d @ 7 in. O.C. Edges, ��°'. / .- \ c �, • •, \ °' V, h 40 \ ? �' i_ \ o- 12. MATERIALS TO MEET THE FOLLOWING GRADES: L. - } ;-S, '\ i ` p ;o EL 2 1-1V11 \ b ''.� ` 'le5,. i,i, \R ;cHEADERS ON TOP FLOOR TO BE 6X8 Hfk2 U.N.O. Q V76 J ft } I S eke JY GLAM BEAMS T08E DF SPECIES ANO HAVE A Y4F-V4 RA714G. c ` " \--�- - - Dated« V � oejec,«U / ' b' - i - \b9•-i , \ '\ n, C0LUMNST0BEDMORHa2, t)12 O.C. Field (V = ) l ->"� Ibs/ft) I ry 1'-23/4' 2'-43/4" art Room 3' . O \ -/ . ,� \ STUDS AND TYPICAL fRAMING MATERIAlS i0 BE Dftf2 HF82. >`' U Irilq.�T,. * �# I - 17-4I/2 II , _ vCape! /� \J j s , ` \ ORSPF y f11 _ d @ in. O.C. Edges, ; (.1_ _ flri I B throom \ 8 1'%�� \ 13 INSULATION TO MEET THE MINIMUM PERSCRIPIIVE REQUIREMENTS 6.-pad 15/32 in . OSB with ? L� f� z tom. '*'^� I - - - - -- -- •P Tito - iv '� / OF THE 2009 YlESC. INSULATI0N VALUES ARE AS FOLLOWS: m t \!'�) 1 S u mac., / \ J .. \\ \O.C. Field (V = �7 Ibs/ft l BeVadro med at N { 7 ' i G CEILINGS R-49 OR R-38 ADV \ EXTERIOR WALLS R•21 a IC "fi• _w • _ - car 1 "J' w -�99'-71/4" .•\ \ JOIST FLOORING R-30 U o r *NOTES : I L \ • o - �4 '\ s FAT I x \\ \ 14. REFER TO AND IMPLEMENT ENGINEERING PRIORIO 2 CONSTRUCTION. ALL ENGINEERING 10 SUPERCEDE II 3/8" or 7/16" may be used in lieu of 15/32" if studs are 16 in. ' n j 10' T 3'-'" 5'� 4- e_ .'.= \ \' c f-. Y \ CONSTRUCTION PLANS. lit O. C. or sheathing applied horizontally and staggered. . - 7. 23'-47/B"/ ' ` \L`lc �, Q s° � - - - ` If V>350 Ibs/ft, provide a minimum of a 3" nominal mud sill F - -" .. �` ' \j�A \ ) ,y \ g and 3" nominal member at vertical seams, unless otherwise _ I / r \\:. Storage \ N .E-, rV \ , 7•rtat u entsumcNtmaapproved . Stagger nailing in both cases. , Anchor bolt LWJ l .. f//}/f` \', { - m \�3'-0" 7-0" 7-0" 2%0" 3'• 1 �d , '\�. . \ washers to be 3"x3"x1 /4" or better ' j� , o esti ` 1� t ti L Q � �j / � \ ✓4i��`i i .. \` i \'\ - - WINDOW SCHEDULE --- P v ` � !,, 'F\"' VERTICAL GLAZING U-FACTOR:0.30 6 > i (1-.) \ \ r"- """' � `Q'' �♦ +1` , � � 51..,.,}_".. �_ LP \�, .�-�� ` ID Site Description Head!, AT? Qfy.. ll " (( Upper Level Floor Plan \�,- ,,. ��,�7 ,:' tews Revisions: ` °\ \:� \'\ Aap 711D'xz43" casement BO• - t Print Date 5/s/13 �� `� �\ I� t Z l ••l �' �([�.. '^ U L0, : .lJ\` ir^ ail \°° ` t' \ B 3W'x4'-0' DoubTo Hung e0' 3 1-. 1 le.. t'-S-f ""l r Pc..) v3 f \_.> k) L' a 2 e ID , �, r." Pion \ ti of �°�t 1 I I 1• f F No� pd \ C 3'0 x4'-0' Pielvre W' 3 m P,o °o3P D 7-4'z 1'-4" Awning•_ -_-_- 971/8'--_I I Scale: 1/4"ml' u+ M1K 9p° Man Floor Windows L 11/4"OrA.MIN TO 2'ERA. MAX A \ Tr. \ 9 \ E 6'•4"x l'•0' Arched Picture 965/8' 1 S \ •\ � p\\\G F I'•4"x4'9' Picture 80' 2 CONTINUOUS HANDRAIL A •f} / '/ '` % .., ` („�' \ \ J )".\:. H I'-8'xa'-0' Cmemenmement 9 TERMINATE HANDRAIL G.. ATNEWR POST--- DOUBLE JOIST -- \ \ t 80' I r t. •�" �" 1 347'x 4'-0' Picture 80' 2 �ry `� ) �j �- t= ' q e Attic Storage Index: V �� •' ? t � .'r�;' i s > ', j Cover Page/SH° Plan A1.0 6'Caanp 1 I'-8'x 4'-0' Picture 0D' I i Unflnlshcd K 3'-0'x A-0" Piclufe 90' S Foundation Plan A1.1 "' \ L 3'-0'x 7-0' Ached Top Picture 1 f T' 2 Basement Nan A21 Mdn level Roar Man A4.1 1,A_ `\s\ \ l Al 3'-0'x74T Picture 11T I Main Floor Homing A3.I Ira to ,g ' \ , i\ • \ N 2'47'x 4'� PichRe 86' 2 o - - \ O 6'•Bx5'•6" Picture 98' 1 Upper floor Hvming A51 o �/, Upper level Floor Han A6.1 _ _ •\ \ \ .- , ' iS,�• - P 7-Px5'-0' Casement 96" 2 Root Han A7.1 _ 7 / \-\ \ \ - 5J� -'r+, q 7-4"x S-0' Picluro 96/80' fABTH. 4 RvUding Sod1onr Ae.t 10'MIN TREAD •- -HANGERS \ �-0 \ \ i ' (/\" L� R 3'dx7-0' Awning 80' 1 Fad 6Soulh OovoNon+ A9.1 b \ \ ` - /' \\ •,)\ f S t',3'x 2%0' Casement ea. I Worst a, Hodh BovaHom A9.2 s n -- \ ,� \ ( bJ•f // i" 1 3'•0'x3'•4" Cosoment 60' I s..- v \ U 3'-0'x3'•4" Picture ad' I - 4� 3 2X{251RINGfltS \ ` �' / �� 'i I I \ \ Upper FlaotWhdmv+ \ ""� ! .ZJ� "-�,. Upper Level Floor Plan io \ \ \ _r \ i (f ry V I'-9'x7-6" Picture 745/8' 3 \ \ \ � ' /i- \ G \ W 1'-9'x 7-6" Cmemenl 74 5/8' 1 \ \ \\ - "��••�. X 7a"X 4'-0' Comment 745/6' 2 \ \ l" ' � ' \ `� I Y 1'-6'x 1'-6" Alchod Top Plc lure 74518' 3 2X4 THRUST BLOCK \ \ \ i � \ i � _ - _ _ __ '\ J 2 1'-6'x d'-0' Casement 74 5/8' I - -: `� •' ' ` i- \ \\ , "` �_ AA 7-0"x7-2' Casement 745/8' 1 Handrails SCALE3'= 1'•0' Stair Detail Scale: 1/7'= r.o- '\ \ \ / \ 5 % _ \ AB 7-6xV Awn'ng 745/8' 1 - '\ ? \ / AC 21.1"x6'47 Molina 90' I .\ \ ` �• ' ,N /,a,• -__� AD 7.1'x6'-0' Casement 90' I 7,! '•\ A�,-' / �,} AE 3'-a'X 4'-0' Casement 745/8' I A601 Cr AF 3'-0's 1.- ' Oval Hopper 745/8' I / ' AG 2-6"x1-0' Comment 74518' I -- Ca tilever Retaining Wall Calculations Project: Blackwood Residence © Geoff Tapert, P.E., 2004, All Rights Reserved By: AGT Design Assumptions Date: 2/6/13 f'c = 3,000 psi fy = -10 ksi ri rkLi- Soft Bearing Capacity, S = 3,000 psf (Table 1804.2) F.S. Equivalent Soil Pressure, g = 40 pcf Overturning 1.67 Soil Weight, w = 120 pcf Sliding 1,79 Sliding Coefficient, µ- 0.35 (Table 1804.2) Bearing 4.03 Lateral Soil Bearing, Lb = 150 psf/ft (Table 1804.2) Seismic 1.24 Wall Width, b = 8 in Design d 6.0 in Min, Cover = 1.5 in Footing Depth,T = 8 in • d(avail) = 6.25 in Wall Height, H = ().00 ft Toe Width, x = s in Design Heal Width, y = 24 in Total Footing Width, D = 38 in ,r A/ Fl = wyH 1,440 lbs 74-' /// ii,,f F2 = (h^2)g/2 = 720 lbs `' Ma(cw) = 2,400 ft-lbs Ma (ccw) = 1,440 ft-lbs H :, 1 ..../3„ Overturning Ma (ccw)*1.5 F.S.= 2,160 ft-lbs X --------JrMa (ccw) = Ma (cw)Ma(cw) = Fl(y/2+b) A - yo = 2((Ma(cw)/F1)-b) = 20 in -� Sliding. ,j- 7 el` Weight of Wail/ft, Fw = 917 lbs/ft Weight of Soil above Heal, Fl = 1,440 lbs/ft Total Weight, Ft = 2,357 lbs/ft Friction Resistance = 1.1Ft 825 lbs Buried Toe Depth, T = 8 in F3 = T*Lb/(12*3) = 33 lbs/ft --r 1.5 in cir Total Sliding Resistance = 858 lbs ___.--- 4 4 bar at 18 in O.C. Bearing Capacity - # 4 bar at 24 in O.C. Min D per Soil Bearing Capacity 0 = (F.S.)(FI + Fw)/S 28 in i # 4 bar at 24 in O.C. Seismic Lateral ' A... Seismic Importance Factor, I 1.00 Ss 1.4 _______ -- 4 4 bar at 18 in O.C. '�, , k �ti ,• ?? ? Seismic Use Group 1 S1 0.4 j r' � �, ` Site Class D Fa 1.00 `I , CSC"h• S .1/ , `: Response Modification Factor, R (Table 9.5,2.2) 3' -- ff " f ••,.; v�e5 C� l SMs = FaSs = 1.40 ,..j !y �c�'` ' Sos= (2j3)*Sass = 0.94 q , .1 Cs = Sys/(R/I) 13.29 '. ;:' Seismic Base Shear, V = CsW 69.1 lbs/ft < Total Sliding Resistance therefor OK i, , 3/5 ei orcement StemLi • 4) AtC M �0 Ill Mu = 1,4Ma 2,016 ft-lbs `�• '` G� ,,•j> . Mn Mu/0.9 2,240 ft-lbs SI-NAL . .� Y se( f,) A•c2IY2 •A2 0.425b/� 0.�35�L1,,��h 1.7 '.bet)2 1.7 ' bh�J Y s , 1.7 f'cb s A f 2 .4 -4(1) fY2 0.85f ,brl As--.. ` a-____.- __ As = 0.114 si/ft ,fv 2 200 A.0),;r>> A A - 200A, - 200b(12) Pr„ -i� = f Plain =-A nm��`P�er� fv fY J ' ,, Area of Steel, As (si/ft) 6 in 0.C.1 8 in 0.C.J 10 ir's 0 C.1 12 Hi O.C. 14 in 0.C. 15 in O.C, 4 0.393 0.294 0.236 0.196 0.168 0.147 5 0.613 0.460 0.368 0.307 0.263 0.230 -••• 6 0.883 0.662 0.530 0.442 0.378 0.331 7 1.202 0.902 0.721 0.601 0.515 0.451 .: 8 1.570 1.178 0,942 0,785 0.673 0.589 Use# i liar at it.; in 0,C. Vertical As = 0.131 Si/ft Use # 4 bar at 24 in 0.C. Horizontal i Cantilever Retaining Wall Calculations Project: Blackwood Residence J © Geoff Tapert, P.E., 2004, All Rights Reserved By: AGT Design Assumptions Date: 2/6/13 f'c=_ 3,000 psi fy = •• 40 I<si ^' D r!,._) P ~ Soil Bearing Capacity, S = 3,`100 psf (Table 1804,2) F.S. tax ` equivalent Soil Pressure, g = 40.pcf Overturning 1.66 Soil Weight, w = t20 pcf Sliding 1.65 Sliding Coefficient, la= 0.35 (Table 1804.2) Bearing 3,06 Lateral Soil Bearing, Lb = 150 psf/ft (Table 1.804.2) Seismic 1.22 Wall Width, b =— 8 in Design d = 6.0 In Min. Cover = 1.5 in Footing Depth,T = 8 in • diavairy = 6.19 in Wall Height, H = 8.00 ft Toe Width, x = 6 in Design Heal Width, y = 341 in Total Footing Width, D = 48 In -1(-- -- Fl = wyH 2,720 lbs ""�' //�;j//�' y v,, F2 = (h^2)g/2 = 1,280 lbs \z,-' ;ell �.nua• y _ t t y Ma(cw) = 5,667 ft-lbs <*: ",..4,:. fl, ---.-. , TMa (ccw) = 3,413 ft-lbs { �V/�54 '�YOverturningI '•7`' `�, _it. '• .� �% Ma (ccw)*1.5 F.S.- 5,1.20 ft-lbs x Fz ` _ i-fi �`r y, - , Ma (ccw) = Ma (cw) �� 4/3 ,-{ ` ! - _ Ma(cw) = F1(y/2+b) ` f = yo = 2((Ma(cw)/F1)-b) = 29 In T 1.. 0. ��';ldll Weight of Wail/ft, Fw = 1,200 lbs/ft d � ,,, , _GIST R` C.,� �5 /1 Weight of Soil above Heal, F1 = 2,720 lbs/ft 510NALS='t•'.;; Total Weight, Ft = 3,920 Ibs/ft :._, .C./.) Friction Resistance = i4Ft 1,372 lbs .` Buried Toe Depth,T= 8 in • F3 =T*Lb/(12*3) = 33 lbs/ft . r _- -- 1.5 in CIL Total Sliding Resistance = 1405 lbs — # 5 bar at 12 in U.C. "' Bering CapaClty .r_-- -- # 5 bar at 24 in O.C. . - Min D per Soil Bearing Capacity rr 1) = (F.S.)(F1 + Fw)/S 47 in # 5 bar at 24 in O.C. Seismic Lateral Seismic Importance Factor, 1 1.00 Ss 1.4 _ - # 5 bar at 12 in O.C. Seismic Use Group I Si. 0,4 Site Class D Fa 1.00 -- �� Response Modification Factor, R .. (Table 9.5,2.2) 3'Gcsz Sms = FaSs = 1.40 Sos = (2/3)*Sms = 0.94 Cs = Sos/(R/I) 0.29 Seismic Base Shear, V = CsW 1149 lbs/ft < Total Sliding Resistance therefor OK Reinforcement - Stem Mu = 1,4Ma 4,779 ft-lbs Mn Mu/0.9 5,310 ft-lbs A z f z 0.425b40.85t41 /'b ' (.7 ' bc! 2 ' h��l A/In = A,Ad— .s '— As —— + 2,t. =0 1 <• 40)(1.7 f • 1.7 f'rh fy fr O.85 f' bcj fy z As_ —t� A' As = 0,278 si/ft fy 2 200 Agi„i„i A A _ 200A, 200b(12) Amin =—__ &mill = fy(min)=pm;n —— fy fy e _ Area of Steel, As (si/ft) 6in0.(..) 8rri0.i:.+ i0inU.C.) I2rno,r_'.J A4in0.0 16inCiJ . =4 0.393 0.294 0.236 0.196 0.168 0.147 „ 5 0.613 0,460 0,368 0.307 0.263 0.230 -, 6 0 883 0.662 0.530 0.442 0.378 0.331 1.202 0.902 0.721 0.601 0.515 0.451 8, 1.570 1.178 0.942 0,785 0.673 0.589 Use # bar at_ 12 in 0 C. Vertical As = 0.307 si/ft Use # 5 bar at 7•i in O.C. Horizontal Cantilever Reta ning Wall Calculations Project: Blackwood Residence i © Geoff Tapert, P.E., 2004, All Rights Reserved By: AGT Design Assumptions Date: 2/6/13 f'c = 3,000 psi 10 ksi 1 `it/A.- Soil Bearing Capacity, S =r. 3,000 psf (Table 1804,2) F.S. Equivalent Soil Pressure, g = 40 pcf Overturning 1.57 Soil Weight, w = 120 pcf Sliding 1.66 Sliding Coefficient, µ= 0.3 5 (Table 1804.2) Bearing 3.49 Lateral Soil Bearing, Lb= 1 1;0 psf/ft (Table 1804.2) Seismic 1.23 Wall Width, b =_ 8 in Design d = 6.0 in Min. Cover = 1.5 In Footing Depth, T = 8 in d(avail) = 6.25 in Wall Height, H = 7.00 ft Toe Width, x = 6 in Design Heal Width, y = 28 in }� Total Footing Width, D = 42 in - --4•Z- F1 = wyH 1,960 lbs i/i-`i". F2 = (h^2)g/2 = 980 lbs ' z . Ma(cw) = 3,593 ft-lbs Ma (ccw) = 2,287 ft-lbs 1- Overturping Ma (ccw)*1.5 F.S.= 3,430 ft-lbs Ill ^I F Ma (ccw) = Ma (cw) till pr/3 Ma(cw) = F1(y/2+b) `�' yo = 2((Ma(cw)/F1)-b) = 26 in Sliding k Weight of Wall/ft, Fw = 1,050 lbs/ft 17 Weight of Soil above Heal, Fl = 1,960 lbs/ft Total Weight, Ft = 3,010 lbs/ft Friction Resistance = 1iFt 1,054 lbs Buried Toe Depth, T= 8 in F3 =T*Lb/(12*3) = 33 lbs/ft r- 1.5 in cir Total Sliding Resistance = 1087 lbs _____--- # 4 bar at 12 in U.C. Bearini Capacity 1. ---- # 4 bar at 24 In 0.C. Min D per Soil Bearing Capacity D = (F.S.)(F1 + Fw)/S 36 in # 4 bar at 24 in O.C. Seismic Lateral -. c ‘ Seismic Importance Factor, I 1.00 Ss 1.4 _-- # 4 bar at 12 in 0.C. , . _:5-0 Ala:4 Seismic Use Group I S1 0,4 {� ' % F L� Site Class D Fa 1.00 , Response Modification Factor, R (Table 9.5.2.2) 3'GL- d'k ��' • .14, �/ Ny SMs = FaSs = 1.40 �' '• G'A, Sas = (2/3)*SMS = 0,94 Qid ,? �,1. U Cs = Sos/(R/I) 0,29 ! ,. r- Selsmic Base Shear, V = CsW 882 lbs/ft Total SlidingResistance therefor OK I- : ; _ �'''"f,, ';:. 1.: ;, i;z!f' Reinforcement- Stem ,,AltJ" er, Mu = 1.4Ma 3,201 ft-lbs ° ��~C &';4 � 4 Mn = Mu/0.9 3,557 ft-lbs z 4J Aa- 0.425bf. 0.85M„f0 1,7 ' b 1.7 ' M _t , ' - rr t ; Mn =Afyc --A-spf,,2 s + = _4(1)(- c „ 1.7f'cb JV f? 0.85f' hc \ fy fZ A,____.. - As = 0.183 sl/ft .fy 2 200 A 200A, 200b(12) acmin) A,cn�n)=PmSnA __ c =- Amin fY Pmi, = A,. f v fv Area of Steel, As (si/ft) 6in0.C._ 8inO.C.1 10ino.C. 1.2inO.C. 14inO.CI 16uiO.C. 0.393 0.294 0.236 0,196 0.168 0.147 = 5 0.613 0.460 0.368 0.307 0.263 0.230 = G 0.883 0.662 0.530 0.442 0.378 0.331 • 7 1.202 0.902 0.721 0.601 0.515 0.451 8 1.570 1.178 0.942 0.785 0.673 0.589 Use # '1 bar,1: 12 is) O.C. Vertical As = 0.196 si/ft Use # 4 heir al 24 iri 0.C. Horizontal - II-Wight tc all TO W i 8 A I ' �---- jJ 6' 8 ��otV3ay1 // w -t of Bad �-------- f p /f Ne'aotWaU J 6' ~ ~.\ Tcp 'Nan Top 5' j ~ ~ ~ ~ ~ ~ ~ ~ l ~ ~ r ~ l \\\.. !f J of the °�R asof the c°rnfiont. 9" ~ - � — l ^ ndscapedesisbe5 Reeded sn the if l r l ' '- r �y — ^' -- ~ d'\•\ \ 1? ndingwan attos fnoinz� iat 2,9 shch.ion ~ ~ — ~ ~ ~ r : \ feta�n�desire yet to oe f! Viva- J f � 1 ~ ter _ - ~ \� �� ~ ter JJ f/ ~ -- ` Jrl \ 9 J I � � ~ ~ — —cP } } {.. f e _ - ram- `ram ~ ~ r r \ t � � ~ 4 ...... f �• � � It \5 -�. �3~ f � �l }} }} l � ` J � ` } • \`~ ~ ~ } g • fl }} 1 � f ` ` \ r ~ � ~ • }} ` -- 24 r� ` � VVV 1 fade b i • r plaid inspe as, 'noYr drain ~ l ~ l } l \:\:.;::. ..11-1, r l tosPa" anfonffi4° taccess yry _ ~ ~ " ~ l ~ ~ } l 30 �ciiitatecRY 1.V1 ~mm� Qroefvralefshed.~ A toacco It be use 1 ~ex aioR reign - ~ i Vine � rt } � r � ~ • sNuld if r — r 1 1 — �2Cson 1 — dot 9. y ypon 1 ~ ~ Y 1 ~fin Csde end ea5emt abandoned C'Y~ l r r the trail over heel at base ° ll r possible the tuff lea9'r` bie dsasna9e • seat onat !o be Wee oUtet soda .scat/ evePj h fr 1 ill , toe at SPPt a» pettofa1ed PtPegfd witPd t� ptnQ }; petfDtatd Atpe to odfaln �taep :till: to rie Pia rydd vifttt soil as dose 8iac �gOas •S n3too Gt. 7:op:I:ai4 lc C be 6nisn4n elation. 5i s� 2aQt} west of retamin9 ��1 sUP4�e of the dae�lme at theto the dgeespti a eAe ldond ed In the Prof t tee that the slit fe ne install base of the brisk estce to top ofliva lBQ.8 op' tu'1 gencnsnatktefer of fiSl�91, as 41 for cuttetft c°stt°ats to area af,aalt genetcoatteseiefetaa to top 52e Page At'Q of sul�mttte' plan IMPERVIOUS SURFACE CALCULATIONS: - RESIDENCE FOOTPRINT 2278 SF ,...___a & d COVERED AREAS 49 SF drafes es �tc DECK 289 SF 4 GARAGE 998 SF 1/1 TOTAL IMPERVIOUS 3614 SF Jonathan Richards 5105 Sterling Dave Anacorles,Washington 98221 LOT AREA 14416 SF ph 360.391.0832 LOT COVERAGE 25% ern tonofhon_s+snomdtcom LOT 9 Project Description: / New Construction �� Single Family Residence FIR TREE / A - O �PN� eiPG' pQ 5, ;i'% l J / / / / / // & ,6;;, -SNz /L r��/ / % / _ ,&: a4// NCE / / ' ` NNE 6'-4" 8U/Lid/NG /w,. / 1 mil URI ' 0//h l"/ dl/ . I ' :" / - i '\. xi/4 // lr i—ERTY[l1�- /28 / /8, 1 1//f,,/ / / / 2 1 / /�X\�\,. /1 `�, /TELE/`O~Slur FENCE _ O l//// .,, , / / /,/ / //, y,\ l� WATER/ 0 //�// %7 //if� �`/ / / / i - / ADO = N f q 44 //%//��/� /A / ,/ / / ,/ / <trr/ / / / 0. V '/ j'f�%/%/ '// / / / /// P/` / /� / ' RESIDENCE GARAGE ,,,•- i. Note: Existing Grade is Dashed 0 c y �///;/14 ! //' // / / / ?/ / // / DECK ,,F� ,� 0 c /;�// / /I'/ .ter , / , Ny 10' o �/ / I 0 ,l- Proposed Grade is Solid .6$-- 444 %////l2/ //' `--4 /�,' // /' /7/ j /' •/ / I' -, // / 2 rft C V / �0 ,�////�1/G�// /� 49' 1"/ / /Y /�c/ V / / // i1 r tr- fro0. / R / ),J/ <<* / // / // .,y // i / LO� 101 / / / / / _/ sro" 0/ / ASTi . .v, , / V/ _ / / cv/� / �O '// // // %' s�I59(/ / AREA / / Q m /// /� // / 'r ' ,\ / \``' / / / i / 'la TELE/POWER / / '' /�//it/// / / / i ' /�� i�'`<'�� vS � / \ / / // ! //!//////' •' S� / . 3 R° i/ // / / ' % ro. Q ' CR6: / / , 38'-6" "� /� `1 ;: imm � o ////b�/^i'// l /l//` - \` i // / / [ / / ��fSp�rRUc O /�F1A/, / i / I`v/ E/Illi'l i/ i i / 4se / .e4,7o 1,Z / / / 14-11 1/2 ERE , .,", o ,� / �907./: MEN / Fw. \�.._ \ y�Exlsrl iCO ��'�. 1 NG RErAINfN / . / i O �' \ROPERTY LINE HALL pROP - / i/ MAN it / ��oQ Revisions: r_ PG'I-- �( 77•5,2r 4��, / / ®'L\\r- , Q �P� Prins Date 6/24/13 r<Q? �� 1 ` :t__ \, ••r Q t _ ^ i45 Qrc. / 0J,��\ 5�,� R& BUILDING �,_ 1c. / • , i i co \0 4Q 1' DRiv,M,Ar// , 1/0 �� // Site Plan /N Site Plan LOT 11 �i�`4_.. ' 20'-0"AT ° �0 5 15 25 I I r I . ' CO addendum ON Scale:1"=20' GI Al .0 VJ NSIA‘‘A __ _ i LANDSCAPING REQUIREMENTS: \_„, may;-:.--- Minimum Minimum tree size shall be 1-1/2 caliper. Minimum Shrub draftin -m-sJ, size shall be two gallon. Minimum groundcover shall be & desig —LLC one gallon or equivalent. Refer to AMC Chapter 17.41 1 and Section 16.50.070 for further info. .� Total Required Trees For Code Compliance 14 Jonathan Richards 5105 Steeling Drive 1 Anacortos,Washington 98221 Plant List: :AP* ph 360.391.0832 Deciduous Trees i\ 14 em Plum (2) �' LOT 9American Bay Tree (2) Project Description: New/ \' Camellia (2) Single Family R Construcesion dence FIR TREEOf A Oft (3) �p.N� ��C) Fig Pacific eDogwood (4) SOP 5- Japanese Dogwood (1) / �J` Bushes & Shrubs -- - `\ �Do Herb Garden BU/.D/ Hosta (3) ~ ____ NG Hydrangea (4) i L ., r )Y z r 1. t t • Kalmia Latifolia (3) 7" ,''1 ,,.t 3' tap II• - ERrY Magnolia (1) p Herb Garden ��' •+ PROP , `j��,, z + ' , ,t . -• ls wit N Pacific Dogwood -n ' Ose `�--, y t A, 1 . r 4' 1 1 ��,,•,r • rye' °, ;`LatiP,zita�L7gp\ Groundcover .� � .r'.: r `_=`:o�;��► C, 1 Grass, Herb Garden V A / I ,� , 0O.o LANDSCAPING CALCULATIONS: co U 44 RESIDENCE GARAGE � hA. e DECK F ,i- BUILDING AREA 3402 SF SF f■ 0 C �� i Japanese Map ! --_ i,L CONCRETE AREA �y Q ! --, �` TOTAL CONSTRUCTED AREA 5408 SF V/c U Q� LOT 10 ! ! ,_� o C y o ! , , % •% LANDSCAPED AREA 9008 SF o.t.tt■ a m '® • / r2�®� ! ,I: ; • EU, 0A LOT AREA 14416 SF s e° ` 4 ,I . Camellia 0 GI Grass a •• oq LANDSCAPING PERCENTAGE 62% o 0 , Magnolia ba c u Pacific Dogwood • ��a��P�� .z \ 3 Grass a m R��P��_ ,<\ ` o American Plum 3 tzoc- � ,,, Hydrangeas :,% ri— Iillks ' •� e< Hower Beds iih. �, • z \ �/ie "op!" tg �iQj Oq r, , Grass' . Fig Trees owe 1rF� \\ I fat 14E4% / y EXISTING RET Grass _ �� Gco Bay Tree\�� G ON PROPERTY LINE WALL PROPERTY ct. SEWER \�oQ Revisions: �O 6- Lim.- 177.52' MANHOLE®r,: Q ili Print Date 6/24/13 � i,.. -4 �� -- \ /,��P -:/) .,s--. AQ r American Plum 4 o�•.� � +�' BUILDING �\ �0 OJT Landscaping Plan T Landscaping Plan LOT 11 1 0 5 15 25 \AI 1 1 1 CO addendum Scale: 1"=20' ®GI 1 Al .0 Vsi Pix- ___---��N 2401 Washington Court Anacortes, Washington clraftiBlackwood Residence4 c June 24, 2013 �� ,, ,1 � r r 1 r-i, "ri13 ' liil SUN 2 " - la TESC NOTES: PROJECT INFORMATION: Jonathan Richards -r- 5105 Sterling Drive Anacortes,Washington 98221 1. EROSION CONTROL TO BE MAINTAINED WITH THE USE OF A SILT Project Description: New Construction of a Single Family ph 360.391.0832 FENCE ALONG THE LOWER GRAVITY LIMITS OF CONSTRUCTION. SILT FENCE IS TO BE ANCHORED IN A TRENCH FILLED WITH ONSITE SOIL. Residence em lonaman_59@holmall com 2. DRIVEWAY AREA TO GRADED AND COMPACTED WITH Building Official: City of Anacortes Project Description: NON-YIELDING SOIL AND LAYERED WITH 2-4 INCH QUARRY SPALLS TO SERVE AS THE CONSTRUCTION ENTRANCE. THIS WILL LATER SERVE New Construction Of A AS THE BASE FOR THE CONCRETE FINISH MATERIAL. Single Family Residence Building Classification: Type V-B 4. ALL SPOIL SOILS TO BE HAULED OFF SITE. NO DEBRIS (CONST. MATERIAL, SPOIL SOIL, YARD WASTE) IS TO BE DUMPED OVER THE Zoning: R2 LOT 9 STEEPBLUFF. 5.. AALLL CONSTRUCTION VEHICLE TIRES TO BE (BRUSHED NOT h Plan Information: </ WASHED) FREE OF DEBRIS BEFORE LEAVING THE SITE. Title Holder. Lomas R. Blackwood & Janis C. Bialko N, 1 1 131 169th Avenue SE Basement 2065 SF Ir. J 6. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL Main Floor 1922 SF w\l� Cl� TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE Renton, Washington 98059 Upper Floor 1416 SF FIR TREE ire C %r>\ t ALLOWED WITHOUT PRIOR APPROVAL. Unfin Storage(FL 2) 869 SF Q []` �'`� Deck 289 SF /�� S 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY Upper Floor Deck 197 SF Contact: Tom Blackwood OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON-SITE ph 206 769 7648 Garage 998 SF CIA ,,,„,-,./z,r. /2 i (/ , , , , , , t._ EROSION AFTER THE COMPLETION OF CONSTRUCTION. em trblackwood@aol.com Total Heated 3338 SF o":/yr- � /'SILTS � / / , / / / ,� 7// / C� / /- / \V/ = _4„ sip, Project Location: 2401 Washington Court / // '/l l l / / / / � , ERT 98221 %�j' l�/ / �r / /' /"Ro ' //, 2 , PROP Skagit Coun WashingtonmimB Sw L ;, // / / Parcel Number: P117671 cs / ' ,,/i '/ '/ ,/ / / l WATER / TELE/POWER b l i' ri' /;' / SILT FENC` O // „/ �� Legal Description: Qtr 03, Sot 21 , Twn 35, Ra Ol / ®y 0 ix / , ' "-/ / ix--// / / / /1 Plan Note: Plans Are To Be Reviewed By All N O Subcontractors Prior To Starting / / / / / Construction. If Discrepancies Exist Please o� %///'''� / / ' / // /� / RESIDENCE GARAGE e� 6 CF % / / / / P ,�. " '9� Note: Existing Grade is Dashed Contact The Contractor For Further C A - /,/, / / , /< / /' , �/ //f DECK , 4,,_, Proposed Grade is Solid Information. c ,t //// , /77 ,/ /, / / , / / - / 10'-0" : S / i'/'//' // ' '/ ' / / / %/% / / �/ / j // F / a) 0 // // /// / // / , // / / / / , / , /' �� a C (� ,5 �� ///% / l l/7/ /� ' ' ��i� p/ �� / // // , . .c ////r //i)// / / // 49'-1 , , / / / / / Q ,/, � Liar 10 / . -- // 0 0 ////,;//0 5 /7/ 5' /' / /' / // 1 [2401 ] , Ea �� p�F EPSEM�� — SCOPE OF it ORK: o q//�� L,// /3 / , /� �' LL 0 ��\��/ weo / //r/ / • /// // / , , /,� // / g10'-0" Complete Application New Construction of SFR O 3 / // / / / / MDR o / TEMP/SOIL p pp o/ %r� �/ �' TO ' DRAIN �O CI U / // / // /// d / C 6 C•NNECTION , / � zl SZOCKP/ILE Q m / /////////// /�/ // ,' // / ,/ / a: x z /, �, / •/ .� 7 Q Q �' ' AREA i / hr /� ./ it /q/r//rii , / " rl it / / / ��O% /' `1 `L� TELE POWER '/ V/ / l /r/i /// .--/7 / / / / /. G / LL v rrr / / / / 1 L> - / (� NvN // / // [/ / / "� �;/ / � �, 5 � �R P� / oti�� /'N CODE BREAKDOWN: g Q k G� ;�!;•l/;; �� Roy r !1 F �� 38'-6,� v / ti / / o / / a- 4/4 ON F 44. h�'�0 1 'C. �`.�' A ' ' ' OF R s of c ' 2009 IRC INTERNATIONAL RESIDENTIAL CODE I • s 1' R / �/ e �51 ill // / ,/ //// i� i - J /'/ /'� // � / /// /// / / / So sip . o Pfr / ', /// �� ^� 2009 IMC INTERNATION MECHANICAL CODE d / �` — /_ i / e tiPC / Y , . L — t 2009 UPC UNIFORM PLUMBING CODE ui e m20 O. / / �G. „ _ SANITgRy N 2009 NEC NATIONAL ELECTRICAL CODE Z 14 -11 1 /2 — ER EAS / EN1ENE 'r Fh,. / �� 2009 WSEC WASHINGTON STATE ENERGY CODE EXISTIN / / �� Revisions: G RETAININ ' "' / Print Date 6/24/13 ERAi , ' a CITY bf- ANACORTES PERM! f 1.EN I Eft n �� i `�\ROPERTY LINE WALL 1/i ROP — O APPROVED ED PLANS RT MANH• e \ E Y LINE 177 52' 11 i 95� Q 5 , — Gam • � R Ley/ Well ill 5P C O ( / ^ / / q� 0 / J }5 �� /etK ,i<d) I\N 4 FIPROVEDBY---_ v,_ t. Index: J; k7- �� Cover Page/Site Plan A1.0 �J� BUILDING ��/ , / $LIBSEt�T !O FtELD—�� Gj q 1�/ / ne2 / S Main Level Floor Plan A4.1 / / / Upper Floor Framing A5.1 / / /j Si 0/ t/r� Upper Level Floor Plan A6.1 T Roof Plan A8.1 • LOT .� / �� East d& SouthtElevations A9.1 T Site Plan - / 20'_U / �O �� West& North Elevations A9.2 I0 5 15 25 ' / / ç® / / Elevation Lot Section A9.3 / �NScale: 1" = 10' ��/ C� J �/ / / *1 p► --------- / / I // , / / Al . 0 , / / I joi / IN THE NW 1 /4 SE 1 /4 OF SECTION 21 TOWNSHIP 35 NORTH RANGE 1 EAST, W.M. CIT / Y OF ANACORTES, SKAGIT COUNTY, WASHINGTON I FIR TREE I J J CD CZ � co / .m: / / ! / LOT 9 I as a I o co 1�y / / ci? tx.- 47.12(M) it ROCKERY ROOF 15K' Q co o Ale a Irecti ROCK G RDEN N79'74 48 W / I I 58 / / NO I co cpo Argii*** x co co /��C. I/ 4) 2 p>m I c CO O v ^� /o �/ ROCKERY (OVER LINE) '~-. "� ��`.. ,�� I SCALE: » = 1 Of CO a 0 7°' / /� /// -- c �^ h / o a I 0 5 0 20 • I / / / Ac m p. dVsi z s /�' , NF. aC. 10' • ,� ' ° -,� / .,,--' / 4 • ' -PO4 IN , ‘ / • I 7 / / c, ss / //// �� ' sos. 1 pawn I // / of 4 �� ,/ �/ Pao LOT 1 I a / / / o}� AREA: ±14,4i5 S.F., ±0.3309 ACRES _ l i, �� / QQ� S\�\Z\ESEASEMENT - - - - - - - - - - - - - - - z� / P u W e�\ aI \ o- 1 W ' �� / ��/ �q� TM0 0/ �9 ORANGE ,.X„ ON (,� 4"CULVERT END i/ / / �:, ( SIDEWALKHj , k EL: 100.00 o I 12CU VEEND / // �.,-�'"� - \ a LLo //r ' .� W o r / / UTILITY CLEANOUT, /// /6. '� ♦ \`h-WPC ��OP L.L Cn win Et Z 1 f / o 0 �5 �,.r"`� ; / / t TELEPHONE/POWER , V� II'ye:0 ,,,; .., .�,. �d ��/. h 1(n0 \ CONDUIT/LUSTER 3 / . \O��P9g7 H �� Q f _ Z N.� ; � � cATCH BnsIN h -- C jORM DR IN EASEMENT r _ _ _ _ _ _ _ _ �f- - - .:ti d P�'�P Z & �1I14>09 / 'i4 '' '""-- �, -.,� RIM F1: B5.50 Limr- UTILITY // _ _ - / `"" ` b �� - F - ' � � Y CLEANOUT l .- - / // o°°jhO��pHcQ�P� O0 WO "�Z jSET REBAR/CAP � - ,�°' �� WER / ,d ` a x-"0,6'5�e�-. oQ/ TOW 82.8 • er ..� `" ::: - 4 / Q- ,, }G20 1681i5'07,:W, - - SE MANHOLE / ��a°�', , .GJO 'ONE FOOT OFFSET SET . , '; E-~ H~�BOW;76.8 _ : - RIM 1� 95.28 G a IN CONCRETE o (nz Q~,. 17 / ��aa .0�.f BOW:89.2 o m - TOAL) - - - - / d� JW _NWUU s i d r 83.7 BeW 82.5 � a � � / , �� - c�_':;.., � . �EDGE L ��DSCAP7N � // -,-"_"__�.- �� / PyO��R BB - 1 a �ROO7F` EAK:\�'� d TOW:91.3J � - ,� ... ... - -- // 95: / �'g�4 .. o��q PQ• P.�. i d f715.5 • ° BOW:89.0 a d RETAINING WALL ,. 7 / g83 �o v - _DRIVEWAY 4 a a �i<Di ` ' - '- �.1 / fi P• � - - 4 A • a , ski Tr !1 a 4 a - - - -� • BOW:92.6 • ,`� .„ •' _ - - - - d C g'TOW 95.6eallall1111. 4 •® o% Gon - a - - IBOW:�4.8 / �' ^ ... v. /. ,>� 0 ," ./ CATH BASINa BUILDING a4 d� - - _ - sS0+ • OT 11. _ ./ v •d .,a / a d�_ • ad \\N: RIM EL 97;85 . �i • a q a d a .4 . OR7�W ./ a �� LEGEND . / AY 1 . o �1 / • 4 4 a // v d, 985 .d BO may.' SEE DRAWING FOR LABELED SYMBOLS �� o�® WATER METER f/(37 2O' hsg. E UNDERGROUND POWER PAINT c / \ / / gq -as i • '.:°0 Z st:S- 7- UNDERGROUND TELECOMMUNCATION PAINT o // / / �j . - SS UNDERGROUND SEWER PAINT N/ j/ / - D APPROXIMATE UNDERGROUND DRAIN LINE // / I a ow:as o TOW:91.3 TOP OF WALL / BOTTOM OF WALL / // /. - - _ . , , - . - X82.6 SPOT ELEVATION // / I / i / 0 FOUND REBAR AND CAP, "SKODJE 19645" / / - - • SET 1/2" REBAR WITH PURPLE PLASTIC CAP, "360 // 44628" / / / / ASPHALT AREA / // V J / 1 t CONCRETE AREA PLANTER AREAS ARE GRASSY/LANDSCAPED AREAS 0 - v 5 00 LEGAL DESCRIPTION NOTES oco cr, LOT 10, PLAT OF SUNSET COVE ESTATES, PER THE OMCIAL PLAT THEREOF RECORDED UNDER SKAGIT COUNTY 1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR AS A PART OF THIS SURVEY. NO ATTEMPT HAS BEEN MADE TO LOCATE ANY EASEMENTS WHICH AN ACCURATE AUDITOR REC. NO. 200011290070 AND CURRENT TITLE SEARCH MAY REPORT. 1HE LEGAL DESCRIPTION FOR THIS SURVEY WAS PROVIDED BY THE CLIENT AND THE SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS o OR COMPLETENESS OF THAT LEGAL DESCRIPTION. L O Z N p .., T 1 BASIS OF BEARINGS 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MAY 5, 2012. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT N IN MAY, 2012. as m O 2 PER THE FOUND MONUMENTS ALONG THE CENTERLINE OF WASHINGTON COURT 3. THIS IS A HELD TRAVERSE SURVEY. A NIMBLE FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN p-E a N THE CONTROWNG MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED NOSE 5 ECIFlED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND 2 p to co FZ EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. Eli- co n 4. ALL DISTANCES ARE IN FEET. REFERENCES5. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EMDENCE OF THEIR INSTALLATION FOUND AND VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATION:, SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN, PLAT OF SUNSET COVE ESTATES, PER THE OFFiCIAL PLAT THEREOF RECORDED UNDER SKAGIT COUNTY AUDITOR REC. NO. 200011290070 6. ELEVATIONS SHOWN ARE ASSUMING ELEVATION 100.00 AT NE SIDEWALK NEAR THE MOST SOUTHEASTERLY CORNER. CHECK WITH THE APPROPRIATE GOVERNING BODY ON PROPOSED BUILDING AND DESIGN HEIGHTS ABOVE THIS ASSUMED ELEVATION AND ASSUMED LOCATION BEFORE DESIGN AND CONSTRUCTION. 7. PROPERTY AREA: 14,415 S.F., 0.3309 ACRES, MORE OR LESS PRESSURE TREATED 2x10 RIPPED zMAX (OR USE 15# FELT BARRIER) 1/2" OVERHANG FOR 1/2"OVERHANG SIMPSON TOP FLANGE HANGERS 48'-6" // al 30# FELT OVER SILL INBETWEEN TREATED WOOD AND HANGER / 4'-0" 111-0" 4'-0" 15'-6" 141-0" / I II CONCRETE DRIVEWAY OVER FOUNDATION PLAN NOTES: / / / / Field Verify Column / SOLID BLOCKING @ FIRST TWO JOIST BAYS IF 6"MIN. COMPACTED FILLraft' { n Field V Locations To Match \ JOISTS ARE PARALLEL TO FOUNDATION WALL 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO U i a u 0 Beam 8, Deck , STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE Q, desi r C 1 -7 5/80 CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE text s_ L 6x6 Columns = �3'-2 1/8" 1 Simpson CB66 / / DRAFTSMAN FOR FURTHER INFORMATION. 24x24x12 Footing �` ENGINEERING NOTES TJI JOISTS PER PLAN _ Richards \ FOR RETAINING WALLS r 2. TYPICAL FOOTING THICKNESS TO BE 16"AND A DEPTH OF 8" WITH I THE TYPICAL FOUNDATION WALL THICKNESS TO BE 8". SEE DETAILS ON THIS PAGE FOR FURTHER INFORMATION. ANY -o \ r UNOPPOSED WALLS OVER 48" IN HEIGHT ARE TO FOLLOW THE Jonathan5105 Sterling Drive I unHeightwall r p DAMPROOF COATING TO ENGINEERED RETAINING WALL DESIGN AND BE WATERPROOFED Anacortes,Washington 98221 \ - / ° ° ° ° \ \ O �. - _ FOOTING REINFORCEMENT: ON THE EXTERIOR. � GRADE ON CONCRETE WALL / - \ / L #4 HOR. REBAR @ 16"O.C. ph 360.397.0832 / \ y _/. _ - �- 48"#4 VERT. HOOK REBAR@ 16"O.C. em 7onathan_59®hotmail.com \ - - \ R-10 RIGID VERTICAL 3. ANCHOR BOLT PLACEMENT WILL BE EVERY 48" O.C. AND A v / ° // 3o"Conc,wall \\ \ d" `Q ° / , / / \ WALL REINFORCEMENT: INSULATION AT WALL EDGE MINIMUM OF 2 PER WALL. //. .. / • \ \\ o / / - - \ \ #4HOR. REBAR@16"O.C. ba e ' / \ #4 VERT. REBAR @ 16"O.C. / Project Description: DRAINAGE MEMBRANE 4. 4" CONCRETE SLAB WITH COMPACTED BASE MATERIAL AND 6 / \ \ I /fSpace Anchor Bolts / /Awa FromDor ngle Family Residence Y / /v v Openings (Typ) / , / REFER TO ENGINEERING FOR + j REBAR REINFORCEMENT ON ALL 5. 4"CONCRETE LANDINGS TO BE 1/8" LOWER THAN THRESHOLD. I 4" REINFORCED CONCRETE SLAB RETAINING WALLS WITH GREATER r - J ; - a O L .I . \ . . . . I. . . .\ . L . . .J , i - I i tP� THAN 48"UNOPPOSED BACKFILL SLOPE AT 1/4" PER FOOT AWAY FROM BUILDING. ` L I L \ I J \ �\ "v - 6. COLUMNS & DECK POSTS TO BE PRESSURE TREATED 6x6 DF#2 Plan Information: r Stem wan only \5- \ \\ Ak POST CONNECTED WITH SIMPSON CB66 OR SIMILAR INTO A Space;cr , .? -\- Anchor Bolts �� T-5 1/4" T-5 1/2" �h 3 24"x24"x12" CONCRETE FOOTING. MAY USE SONOTUBE Basement 2065 SF L - / I \ f_ / - \ \ �- - - - _ I TIGHTLINE STORM DRAIN Main Floor 1922 SF 0 Away From Door w APPLICATION. Upper Floor 1416 SF o Openings (Typ) A�1•� \ \\ \ - +3i� _ DRAINAGE GRADE GRAVEL - \ ' Unfin Storage (FL 2) 869 SF \ t 4" DIA. PERFERATED 7. ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT WITH Deck 289 SF �° +1 \ \ R-10 RIGID INSULATION ,fir - FOUNDATION DRAIN CONCRETE MUST BE PRESSURE TREATED. Upper Floor Deck 197 SF / _ \ AT PERIMETER OF SLAB ! I - - - - pp I , \ \ �� Garage 998 SF 8" Foundation Wall 4 m CO \ \ o N 8. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS i UNDISTURBED NATURAL SOIL Total Heated 3338 SF / / / / OR ENGINEERED FILL (BEAM & HEADER ENDS). ' / M \ \ VERIFY FOOTING SIZE AND 4" 8" 4" I� \ \ d° REIN SRCEMENT WITH ENGINEERING Thickened Reinforced Footing \ \ FOR RETAINING WALLS. o 1'-4" Concrete Footing \ 9. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. ,/ / Around Stairwell I #4 Hor. Rebar @ 24"O.C. E.W. �' V A ' © \ �% 4" Concrete Slab \\ \\ 2 Basement Wall Section 10. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING Thickened / Scale: 3/4"= 1'-0" -- With 6 Mil Vapor Barrier _ _ _ \ Reinforced Footing / I P `kSEM \ HOLES AND ANY OPEN AREAS. 2-#4 Hor. Reba Over 4" Layer 7/8"Crushed Rock F N r \ \ �A 1.1 �,' 4x6 Column A O L - - - J - - iN ZN1\ ® Simpson AB46 ®\ \ 11. MATERIALS TO MEET THE FOLLOWING GRADES: r r 4xbpColumn • P \ \ Simpson AB46 36x36x12 Footing \ HEADERS TO BE 6X10 HF#2 UNLESS NOTED OTHERWISE. T \ L-- - - -- 4xb Column 4x6 Column ry L - \ \ GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. 7 ' F ' t= Simpson AB46 I ® (Simpson AB46 'v \ I36x36x12 Footing -\ 0 o \ COLUMNS TO BE DF#2 OR HF#2. I36x36x12 Footing 36x36x12 Footing \ \ ��6 STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, CO L - J L - - - J V L _ _ - J �` \ V'S o: 16'-1 3/4" 0 16'-10 1/4" t 8' 8" 19'-8" OR SPF. ° b' \ �" 12. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS Locate And Verify Rough in OF THE 2009 WESC. INSULATION VALUES ARE AS FOLLOWS: 8-8 /�:: WATER USEzMAXCONNECTORSANDHOTDIPPED Plumbing Locations / 6x6 _ \ / - / \ { $ /, / X-, - , \ CONNE ION GALVANIZED FASTENERS OR EQUf/ALENT CEILINGS R-49 OR R-38 ADV. \ l otyorai HgI / S�FJ#1�C�ef \ \ WIEMERG,NCY 7 WHEN IN CONTACT WITH TREATED WOOD. I EXTERIOR WALLS R-21 Drop Foundation V -.vr., t''1 � ',i" / // , A \SHUTOFF V' VE E _ - _ " _ _ -_ / / ALTERNATE: PROVIDE 30# FELT BETWEEN JOIST FLOORING R-30 O i Wall Height To A '��• d RISeC \ C - bxb t TREATED WOOD AND METAL CONNECTIONS. CONCRETE FLOOR R-10 b 1 Accomodate \ -J` I Ir+_- cv .\ ',s\,, g ,t // // O p\� \ mi O to ,n Window \�\'1-__� \ Aq51 l V f ®3 \ \ \ r -i-J Provide Opening In ( \ \ 13. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO x olumn CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE U i L - � J v Foundation Wall To / " Simpson AB44 \ \ 4x6 Column m Accomodate Window 6 / 6x6 Cdlut p \ \ C- CONSTRUCTION PLANS. , - t�" 1'rr 24x24x12 Footing\ \ - - L - " Simpson AB46 0. ,- 'situp efi, 66 Thickened g \ \ t/1 N - ° I : = 36x36x12Footing to / / "'- j ting einforced Footing \ \ v IP �- 0 m / / 3bx336x12`Fo n 1'-3 1/ 8'-1 1/2" 1'-3 1/4" _ _ _ _ / #4 Hor. Rebar \ Egress Access - / / / / \� O, NC 4 W ell/Barrier As �- - - - --\- d _ i �ixb Col n fQ. \ • �. "v Full Height wall _ - \ J ® - � • FA-\ - - y ,. :(3`; < Shmpson • B46 \ RING WALL Vl NecessaryI L - - - - - - - -� �- � - - i ° - � v- x12 F•ot g ABOVE PER PLAN ! 4x6 Column v 4x6 Column ( �+ -- 3'-0" - �O BEARING \ 24x4 in Si 0 \ --._. --- - L__ _. Simpson AB46_ - Simpson AB46 - ° - J i \ \ i i \\ n 0 r24x24x12 Footing x24x12 Footing ` r Window 6'-." dit/ )� p= lo o^ - u s Well/Barrier / / 3�Lk = Space Anchor Bolts p \ u S Away From Door 7 \ 1/2"AB'S @ 4' 0"O.C. / / 3' ^ Openings (TYPI \ a'c 0 - ND Thickened ci Di O� / o% \ 22 'O Reinforced Footing) A 1.) \ FOOtx� // \\ \ \ 0 I 2-#4 Hor. Rebar u�, Gte\e „ - _ - _ ° ... \ Q m \ / \ \ \ A L _J O, \\ Q G° bxb Coumn fxt 9 \ \ L ° - ° „ ° ° ° - _ _ J \ 1 \ Si son AB66 eF°° \ \\ I \ p 36x36x12 Footing �ctec \ \ \ c O liNa , \ 96 ,y p G \ 1'-4"OR PER PLAN A \ 0 4" Concrete Slab \\ \ (2) #4 REBAR CONT. a 1 1'-9" 12'-0" 15'-9" \ fa With 6 Mil Vapor Barrier L pX� \ I e csii / / / / / ( \ ' _ Q Over 4"Layer 7/8"Crushed Rock - / , \ o No- - \ Interior Thickened Slab For BWGl / \ \ Scale: 1"= 1 _0„ o it -.G�/ \\\` a4s 6� �6x3f,�x12 F�tl:, `- // �00 \\ , s O / d °� \� Foundation Plan �'" \\ ._ ,,�a ' � \\\ Revisions: I s, \ \ 97 :: Fa eFo° Print Date 6/24/13 0 2 5 10 r? 0- \ - �/ ,�� tee/ ♦ / cPlan o / nScale: 1/4" = 1' \ \ / �/ �\ \ �J SIDING PER ELEVATIONS \ // -° / \\• A\ . #15 BUILDING PAPER \ / 1/2"OSB PLYWOOD SHEATHING s?O g \% /// ./ \ \ '� lipP ' b.. \ . `L - / 4" Concrete Slab \ \ 2X6 PRESSURE TREATED SILL \ b, Index: / With 6 Mil Vapor Barrier PROVIDE 1/2"X 12"ANCHOR BOLTS @ 48"O.C. / - / Cover Page/Site Plan A1.0 4" REINFORCED CONCRETE SLAB �J W/ 1/4"X 3"X 3" PL WASHERS / IC) Over 4"Layer 7/8"Crushed Rock / / Foundation Plan A1.1 / < _ _- p -a- PRESSURE TREATED POST PER PLAN Basement Plan A2.1 • #4 CONT.TOP BAR, U.N.O. \ \ p // Main Floor Framing A3.1 - \ \ �- V 00 `L9 Main Level Floor Plan A4.1 FINISH ? \ \ \ Upper Floor Framing A5.1 o SIMPSON AB66 COLUMN BASE - GRADE ON CONSTRUCTION JOINTS: \ OR SIMILAR Upper Level Floor Plan A6.1 _ \ PROVIDE #4 REBAR @ 48"O.C. \\ \\ p� / 5 FINISH Roof Plan A7.1 1 ---- 4 - WITH STANDARD HOOK AND I4"MIN. a=, / / = Building Sections A8.1 ? INTO STEM WALL \ \ / �0 GRADE East&South Elevations A9.1 R-10 RIGID INSULATION _ A _ \ / / / \ AT PERIMETER OF SLAB li 'g I - \ \ J� / - // - West 8. North Elevations A9.2 NOT REQ. IN GARAGE " _air \ \ O /_ / Elevation Lot Section A9.3 '' TIGHTLINE STORM DRAIN l \ \ 6/ / / / / / // // r - 8"SONOTUBE .. ro3 #4 VERTICAL REBAR ► PL`+"++'��"j'' \ gyp, \ \ O / - - \ i Z @ 48"O.C., U.N.O. � \ \ \ \ O / -- - �\\ // \� C. \ PER TLAN Foundation Plan DRAINAGE GRADE GRAVEL u? \ / \`ti • - P i i:+ " Entrance Columns: \ ham. - \i i / co - FOOTING PAD \ • 4 DIA. PERFERATED bxb Column X / / O - - U\ sl"'--'0 FOUNDATION DRAIN Simposon CB66 \ \ / p; \ / h /� - 24x24x12 Footing \ / (2) #4 CONT. �, - / BOTTOM BARS, U.N.O. UNDISTURBED NATURAL SOIL v ,\ / O: 0 - - TYP UNO) • 5i / ,k / / OR ENGINEERED FILL ?, Al 1 Foundation/Slab Detail Scale: )" = l'-0" Sonotube Exterior Column Support Scale: 1"= 1'-0" • �A1.1 1 Ok . j7 Typic I Door/Window 48' 6° 4'-0" 15'-6" 14'-0" / I \ BASEMENT LEVEL FLOOR PLAN NOTES:* i 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO drafting - � Q e rilo- Garden Storage STARTING CONSTRUCTION IF DISCREPANCIES EXIST PLEASE & des F} L� o l'-7 5/8" "CP°' -- - - 3'-2 1/8" CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE r !1 I / / ,0e° - ,ep.\\ 7, / DRAFTSMAN FOR FURTHER INFORMATION. J /. v 2. ALL WOOD IN CONTACT WITH CONCRETE (BOTTOM PLATES) I ., - -4 ,- MUST BE PRESSURE TREATED MATERIAL. USE CORROSION ss \ A \ �X RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE vv ® v v Jonathan Richards f1 _ - o p TREATED LUMBER. ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 5105 Sterling Drive I / `� — — I STUDS AT 16" O.C. AND SHEATHED WITH 1/2" OSB PLYWOOD OR Anacortes,Washington 98221 --ROC e — co00 BETTER WITH 15# BUILDING PAPER. ALL INTERIOR WALLS ARE p P y p 9 \ iaeC' — _ FRAMED WITH 2X4 STUDS AT 16" O.C. AND SHEATHED WITH 1/2" ph 360.391.0832 B `, /y a\l', /° a, GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. y,, em jonathan_59@hotmall.com �e O r ' Re Garden Storage _ `T SD CONNECTION V // _ `� o B'Ceilin `N 3. CONFIRM ALL DOOR, WINDOW, FIREPLACE, AND OTHER g Project Description: / - Concrete / ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO 1 p 5 e -, \' I = WALL CONSTRUCTION. ALL GLASS TO HAVE A LOW E (0.40) New Construction Of A y/�0 Al -- b m Single FamilyResidence SS CONNECTION RV(✓I \ o \ ^ � GLAZING AND TO MEET TEMPERED REQUIREMENTS. 9 v 4'-0" 8'_0" 3'-6,I M /-® ;Jo >C1 / Y / 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM v I N 6"Through-WallI 0 WITH BATTERY BACKUP ON OR NEAR THE CEILING OF EACH [4.5 Reveal] [1.5 Reveal] ,� FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) -V __ kd I A V 6068 I'' 9 - p- ALARMS TO BE PLACE OUTSIDE BEDROOMS. v, Plan Information: \\ r 8'-11 3/8" 7'-0 5/8" 7'-5 1/2" 5. PROVIDE BATHROOM EXHAUST FANS AT MIN OF 50 CFM. ALL Basement 2065 SF - 1 5 FANS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS Main Floor 1922 SF 7 AND TO BE VENTED TO THE OUTSIDE OF THE RESIDENCE. Upper Floor 1416 SF Wood Burning Fireplace �q Deck 289 SF 2,) \ �� Unfin Storage(FL 2) 869 SF 0 0 Verify Manufacturer 6. STAIRS TO BE WIDTH SHOWN ON PLAN WITH 10" MIN RUN Upper Floor Deck 197 SF Specifications w C` XX XX yX</,A>Q> LENGTH AND 7 3/4" MAX RISE HEIGHT. TREADS AND RISERS NOT Garage 998 SF cl TO VARY MORE THAN 3/8" FROM ONE TO ANOTHER. MAINTAIN _g '0MINIMUM 6'-8" HEADROOM. PROVIDE CONTINUOUS HANDRAIL Total Heated 3338 SF / Crawl Space/Storage ON AT LEAST ONE SIDE OF RUN. SEE DETAIL. 6'-0" 1'- 8'Ceiling/Unfinished Concrete /_ G b - 7. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS (BEAM & HEADER ENDS). 8' Wall Section Scale: 3/4"= 11-0" 0-, \ \ 3 CD 8. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. IIIMM p 1111 II D�' ? ® Heat [4.5 Reveal9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDINGOL a Detector vP HOLES AND ANY OPEN AREAS. 4868 0� " \ \ o \ [Flush] t3/4" de II 3 , [OS 0V4 ill L(i 10. MATERIALS TO MEET THE FOLLOWING GRADES: ao / � ra „ 3r. HEADERS TO BE 6X10 HF#2 UNLESS NOTED OTHERWISE. 0 �� k GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. En / o , ks ° o = COLUMNS TO BE DF#2 OR HF#2. r C III ce,,,2 8'-10 1/2" 8'-3 1/2" 8'-9 7/8" -P - 0" EG E� E STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, (V 0 9 / _.. _ / / p �' `0 Ode�RGN'N \ °\\ 2 HR FIREW• L PER DETAIL#WP 4230: OR SPF, N :F •� --\ I $ °, _ �i.\\S\ \ ° I APPLY 2 LAYERS OF 5/8"TYPE-X TO EACH U b \ A o 111110,4.1 N. - \ f+� �% Id'. `' S�,V tr`O c.,CI SIDE OF WALL. CONTINUE FIREWALL TO CO �� Up O „ FtR� 'Riser 0 li \r/P 43 UNDERSIDE OF ROOF SHEATHING. 'IL INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS O D _Cc r .� \ ® Heat 1�� Riser C°� g ON -SEE DETAIL •...1 OF THE 2009 WESC. INSULATION VALUES AREAS FOLLOWS: _ '� Crawl Space/Storage I — , Detector �, D tlE 1 t/� Ceiling/Unfinished In Heater � O ��1 IfsyoCN�, � CEILINGS R-49 OR R-38 ADV. 0 o Concrete ] O V / \ , 'J EXTERIOR WALLS R-21 7 . ' l \ • _ssors Mech 1 A, ®� JOIST FLOORING R-30 01 � o ', Smoke ® ,° 8'Ceiling ,CI V Detector Co/Smoke I a Concrete \ , ‘: taI"L ,.poPGCONCRETE FLOOR R-10 N Detectorti N Vl m - Ng (2) 3"Through-Wall ca �1 \ \ N ^ ® CO contingency 24pa , /y'O' � L86 ` e 2 12. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO C �- 0 V� CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE m Egress Access 3'-2" 7-10 Fx�E�P 9OMIN ATED b••R ® a' CONSTRUCTION PLANS. E9 Well/Barrier As ' - A H I' ry�R AUTe cLOSOR C ® Vl v Necessary S 't b D i :: �� 2: 0 0 �I �� VIQ "�D \ o IT I — �- 2668 4--A„ � w l 3 0 6 i r 0 Window 6' ,` -A _0, �' �Q Well/Barrier- /r 5\h' -Sr: '� `�� ' �tq a u Crawl Space b 8'Ceiling/Unfinished (y ` o f a� O' Q m -coConcrete � ' ', c? ut — h :;` O; i \ \ Crawl Space 8'Ceiling/Unfinished . EO O l % Concrete `\, _ +O l 5675E ,l A1 °a ;v, 8 44. a,� \1 c 2'-0" 2'-0" 11'-9" 12'-0" 15'-9" N 43'-6" p \ WINDOW SCHEDULE gt / - _ __ - r'�a �ult. \`,`�, VERTICAL GLAZING U-FACTOR: 0.30 4. 4 ID Size Description Header AFF Qty •r 7 j I _- G� t o s Basement Windows Revisions: Basement Level Plan „ Print Date 6/24/13 %;; -�� a� G'; A 2'-10"x2'-0" Casement 80" 1 ii 47 \ _ B 3'-0"x 4'-0" Double Hung 80" 3 Plan 0 2 5 10 r'' °�" r'p C 3'-0"x 4'-0" Picture 80" 3 lif _� O, a'; :. ° ' Main Floor -— D 2'-4' x 1'-4" Awning _ 97 1/8" 1 Scale: 1/4" = 1' Windows ` 1 1/4" DIA. MIN TO 2"DIA. MAX E 6'-4"x 1'-0" Arched Picture 96 5/8" 1 CONTINUOUS HANDRAIL _ F 1'-4"x4'-0" Picture 80" 2 G 4'-0"x 4'-0" Double Casement 80" 3 TERMINATE HANDRAIL 0 H 1'-8"x 4'-0" Casement 80" 1 AT NEWEL POST DOUBLE JOIST �d? 3 t-- I 3'-0"x 4'-0" Picture 80" 2 b; o, Index: - J 1'-8"x 4'-0" Picture 80" 1 i Cover Page/Site Plan A1.0 K 3'-0"x 6'-0" Picture 90" 5 Foundation Plan Al.l j O / L 3'-0"x 2'-0" Arched Top Picture 1 17" 2 Basement Plan A2.1 Z O / M a-0"x 2'-0" Picture 117" 1 Main Floor Framing A3.1 1 t 4 �� , ', ,2q'0 / Main Level Floor Plan A4.1 1 u2 1 va w II �' �O N 2'-0"x 4'-6" Picture 86" 2 i A. O 6'-6"x 5'-6" Picture 98" 1 Upper Floor Framing A5.1 O O, i Upper Level Floor Plan A6.1 P 2'-4"x 5'-0" Casement 96" 2 Roof Plan A7.1 xo \ 2; Q - 5 Q 2'-4"x 5'-0" Picture 96"/80"M.BTH. 4 Building Sections A8.1 — \ °- East&South Elevations A9.1 z 10"MIN TREAD , R 3'-0"x 2'-0" Awning 80 1 y / HANGERS s� i _ S 1'-3"x 2'-0" Casement 80" 1 West 8 North Elevations A9.2 IS? ly '� O p _ Upper F x 3' 4" Casement 80" ) Elevation Lot Section A9.3 ro ¢ l ,� - U 31oor W-4" Picture 80" 1 w b co (3) 2X12 STRINGERS \ O. \ G W 1 9 inflows Basement Plan X P; l> \`l' V 1'-9"x 2-6' Picture 74 5/8' 3 " .� Y 2'-6"x 4-6 I� Q r Casement 74 5/8' 1 fn O, 7s x2-6' - Casement 74 5/8' O, Arched Top Picture 74 5/8' 3 Z 1'-6"x 4-0" Casement 74 5/8' 1 2X4 THRUST BLOCK -, 2 -- ;'N AA 2'-0"x 2'-2" Casement 74 5/8" 1 Handrails SCALE: 3"= 1'-0" Stair Detail Scale: 1/2"= 1'-0" c.), AB 2'-6' x2'-0" Awning 745/8" 1 AC 2'-1"x 6-0" Picture 90" 1 AD 2'-1"x6'-0" Casement 90" 1 AE 3'-0"x 4'-0" Casement 74 5/8" 1 A2 • 1`0 AF 3'-0"x 1'-6" Oval Hopper 74 5/8" 1 AG 2'-6"x 3'-0" Casement 74 5/8" 1 t 1 MAIN LEVEL FLOOR FRAMING NOTES: \ \ draftin ,,!„.2 \ 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO . n21r • \• \ /� o ��:.! STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE & d�Cl \ y \• \, \�%.' ~ FLASHING TO BE INSTALLED UNDER SIDING CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE JJI \. o\ \ \ • DRAFTSMAN FOR FURTHER INFORMATION. \51Z O`29ed\ �'\ \' .\ \'�a JOISTS PER PLAN MEMBRANWATER E OVER 3/44'OF PVC RM MARINE GRADE SIMILAR D 2. FOLLOW ALL TJI FRAMING DETAILS PER MANUFACTURER. ,4 /\ \- • - - i- . III Z PLYWOOD SHEATHING '1 - - - - - - - - -•r 1\. rail 3. FLOOR FRAMING TO HAVE 1/4" BEAD OF CONSTRUCTION Jonathan Richards /'k I \ \ \ \ \• \ \ \, \ \, _ ►� N ADHESIVE WHERE ATTACHED TO 3/4"TONGUE AND GROOVE 5105 Sterling Drive \ \��'\ \ \ \ • \ •\ I �1-� Anacorfes,Washington 98221 \ \ \• \ )\ I \, � 411111 SUBFLOOR. � \ \ i� \ \ .. OG• \ \ \ \ \ \ \ _ - API ph 360.391.0832 7'T- \ SIMPSON ZMAX JOIST HANGERS 4 IUS SERIES TOP FLANGE em Jonathonmallcom I T 5 Q GAP \ \ @ \ I \ \ \ \ \ Aro:al • / HANGERS UNLESS NOTED OTHERWISE. �� L \� ` 2X DF#2 PRESSURE TREATED JOISTS @ 16"O.C. 5. STAIRS TO BE FRAMED WITH MIN (3) 2x12 STRINGERS, ONE AT Project Description: \\ ,X \ \ \ \ \ \ \ \ \ \ /I II I I I I IA fbi � EACH SIDE AND ONE AT THE CENTER. PROVIDE FIRE STOPS New Construction Of A x \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ RIM JOIST BETWEEN STRINGERS AT TOP, MID, BOTTOM, AND BETWEEN STUDS Single FamilyResidence / 11 7/8"TJI 110 @ 16" O.C. \ \ \ \ \ \ \ \ \ \ \ \ \ A3.1 \ I 11 7/8"TJI 110 @ 16"O.C. \ 2X10 PRESSURE TREATED DECK LEDGER JOIST g �\ C/W 2 ROWS OF 1/2"x 6" LAG BOLTS @ 16"O.C. ALONG THE RUN OF THE STAIRS. SEE DETAILS. 1 /M� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STAGGER PLACEMENTS BETWEEN ROWS - - y ru y - y y - y y ConnectfiL \ Skewed Hangers y r y- I -- - 5.11 3.5 GLAM ^ 11 6. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS 1 1 1 1 11 \ \ \ \ \ \ \ Sr41 -Si4 5.125x16.5 GLAM To PT 2x12 Ledger W/Ske _ 1 1 1 1 C Deck Connection (BEAM & HEADER ENDS)._ u Scale: 1"= 1'-0" L L L � -T n n m m m m m m m m m � - � - , - - -.- A3.1 I I I I I 1 I Plan Information: \ 7. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. \ I Basement 2065 SF 1 1 1 11 1 1 1 1 1 1 1 y j 1 1 1 I I I 1 1 1 1 1 1 1\ 8. ADD AND ALIGN JOISTS TO ACCOMODATE FOR PLUMBING. Main Floor 1922 SF Upper Floor 1416 SF \ I Unfin Storage(FL 2) 289 SF m l 1 \ 9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING Deck 297 SF - a I 2 I I I I I I\ HOLES AND ANY OPEN AREAS. Deck Deck 197 SF I 1 \ , Upper 998 SF I I 11 7/8"TJI 110 @ 16" O.C. J I I I P I I I I I I I \ I 10. MATERIALS TO MEET THE FOLLOWING GRADES: I 0 d II I I I I I I I w w 1 1 \ HEADERS TO BE 6X10 HF#2 UNLESS NOTED OTHERWISE. Total Heated 3338 SF • y yI I I I °� H tae' 1 \ , GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. I I N N N n N \ �, COLUMNS TO BE DF#2 OR HF#2. w a a G `� 3 STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, `'j I� 6 1 �1 \ OR SPF. Mil I / %DBL- -- I I I I I I I I \ I I l y 'a -6. 11. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS SIMIN I / I I SIMPSON I I I I I I \ 3 {a OF THE 2009 WESC. INSULATION VALUES AREAS FOLLOWS: / 5.125x16.5 CLAM v 0 IYt / / US JOIST HANGERS y y • m y y y y \ A CEILINGS R-49 OR R-38 ADV. _S I ----TT ----- BEARING WALL/HEADER // m rrn �lnr� Tiii \ 03EXTERIOR WALLS R-21 - ---��•----_ ____---- r u u I I AI • N C0- JOIST FLOORING R-30 i / � m a T ? T T T T m y n y -� I / \ CONCRETE FLOOR R-10 �� \ \ L 2 HR FIREWALL PER DETAIL#WP 4230: \� // 5.125x12 GLAM T T W10X39T T T \ \ 'o/ APPLY 2 LAYERS OF 5/8"TYPE-X TO EACH I) ) \ \ \ SIDE OF WALL. CONTINUE FIREWALL TO 12. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO0 1 1 1 I 1 1 1 1 1 1 1 I • UNDERSIDE OF ROOF SHEATHING. I I III I I 1 I I 1 I \ I -SEE DETAIL A3.1 • CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE C w v Balloon I I I I I\\ Off!\\ 1 �\ CONSTRUCTION PLANS. N •O a, y l I I I Framed Wall 11 7/8"TJI 360 @ 16" 0.C. N \ \ I \ O // / \ GA FILE NO. WP 4230 GENERIC 2 HOUR CO V r l \ \ I I I II- 1- -I- H - -{- - t- -I- � 1 �� \ 1 / / ' a N I I \ V I I �\ I \ \ /'� / �� / / / / - GYPSUM WALLBOARD, WOOD STUDS, FIRE L I \ \ o 01 n r , r \ \\ p \ ✓ .,� / / / / / , MINERAL FIBER INSULATION } I \ \ ' \� I \, :; S . ,/ / / , Base layer s!s"type X gypsum wallboard applied at right angles to each side of 2 x 6 wood \ 1 • 1 1 \ /"/ // ®j/ studs 24"o.c with 21/4" Type S or W drywall screws 24" o.c. Face layer 5/8" type X } /( 11 7/8 TJI 110 @ 16" O.C. I Th. i° I I I I 1 I I I 1 I I I \ /- /- , , y screws O /l /'�;,,. ��, _ - - _ gypsum wallboard applied at right angles to each side with 2/4"Type S drywall screws - c g 8 1 1 1 1 ! 1 t�V v /" ! / / % . 8"o.c. 51/2"mineral fiber insulation, nominal 3 pcf,friction fit in stud space. L / /-// / ./ /" , Joints staggered 24"each layer and side. - N O H /" / ./ / ! / /"/ /" Tested at 5,506 Ibs per stud or 100 percent of design load. (LOAD-BEARING) c I 1 I 1 1 I I I I I I�1 1 1 1 1 1 I I 1 11 I 1 I 1 I +- - 1-4-+- --\ 1� /" / /" / / ?f \ Thickness: 8" I I 5I I I .125x12 GLAM' 1 I 1 r \ ` :-' p, Approx. Weight: 13 psf V : ' .0"" Fire Test: ITS J20-06170.3, 12-00 in al 0 se 1 Timberstand Rim At Perimeter(Typ) �\� /, /"/ ../ / / ist\d‘el: / /:70:,,s1.42:1(2-if. /. /, Np • U ILt PT 2x8 @ 16" O.C. /i" / Z.7 7 / /- /./ o@ / Ti / s, > C 8 L m dr 6 1 6 u \-: -: c °� /-/ /"/ /! / /./ flea 0A ,/ //"/ // / // /", iii /" / tLob P"; ? OT /" / /. o Vr \ c / /. 60.�o O "/ "/ a fey / / / /" // , \ E top / /' tzo a, ./' /" /' ./::( /" /"/ / \ \ el 0 0 - / "/ / / C'` /" /"/ /"/ / / /"/ / \ \ e $ /" /• /• /• /" /" / • \ 0, / •/' -/. / / / / \ \ Revisions: Main Floor Framing �•• \ 4�/,/ / / / /- /• /• / /-• / / // \ \\ I Print Date 6/24/13 / / \ Plan 0 2 5 10 \ /' /" / /. /. / \ \ 4.)111:. \ \ Scale: 1/4" = 1' /" / // \ // \ t / \ \ Index: // ; ) Cover Page/Site Plan A1.0 /,/ Foundation Plan A1.1 / / ,/ / Basement Plan A2.1 / // Main Floor Framing A3.1 \ •\ C CJ Main Level Floor Plan A4.1 \ \ Upper Moor Framing A5.1 \\ \ A61 RoofPlan-\ / East &South Elevations A9.1 \ \ / // West& North Elevations A9.2 \ \ / // Elevation Lot Section A9.3 \ \ Co / //�\ \ / / Main Floor Framing \ / A3 . 1 • NOTE: Typiccl Door/Window UPPER LEVEL FLOOR PLAN NOTES: ..° 3/8" OR 7/16"MAY BE USED IN LIEU OF Shear Wall Schedule: Header I d rafti n f ' :u • 15/32" IF STUDS ARE 16" O.C. OR 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO SHEATHING APPLIED HORIZONTALLY \ STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE & d e s• LC 58'-0" / c AND STAGGERED. IF V>350 LBS/FT. O 15/32" OSB WITH 8d @ 6" O.C. EDGES, CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE ?P / PROVIDE A MINIMUM OF A 3"4'-0" 11'-0" 12 D (V=241 FIEL L / ) DRAFTSMAN FOR FURTHER INFORMATION. 4' 0' 24'-0" ° NOMINAL MUD SILL AND 3" NOMINAL BS FT ?• 15'-0" / MEMBER AT VERTICAL SEAMS, UNLESS - - - ' / 2 15/32" OSB WITH 8d @ 4" O.C. EDGES, OTHERWISE APPROVED. STAGGER O 2. ALL WOOD IN CONTACT WITH CONCRETE (BOTTOM PLATES) 1.k 12" FIELD (V= 361 LBS/FT) MUST BE PRESSURE TREATED MATERIAL. USE CORROSION A •'S� o NAILING IN BOTH CASES. ANCHOR 3" MUD SILL & 12" ANCHOR BOLTS �m BOLT WASHERS TO BE 3" X 3" X 1/4" OR RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSUREJonathan Richards QeckR°t I BETTER. TREATED LUMBER. ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 5105 sterling Drive L M L _ ``` e q e 0 O5 15/32" OSB WITH LBS @ 6" O.C. EDGES, K K K 1111 -' _ Anacorles,Washington 9822E • 1.-:_. STUDS AT 16" O.C. AND SHEATHED WITH 1/2" OSB PLYWOOD OR g \ \ ��,�'�� k bov \ Q Q 12" FIELD (V=291 LBS/FT) BETTER WITH 15# BUILDING PAPER. ALL INTERIOR WALLS ARE ❑ yK R \ ' . _` HOLD DOWN Schedule: FRAMED WITH 2X4 STUDS AT 16" O.C. AND SHEATHED WITH 1/2" ph 360.391.0832 em 360.Jonat 91.08hofmall.com �� O 15/32" OSB WITH lOd @ 4' O.C. EDGES, GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. Q ` .11.1 �j.;;y`` • . 72" FIELD (V=453 LBS/FT) a;Ft // SRe Q �R HDU11-SDS2.5 W/SSTB283"MUDSILL& E2" ANCHOR BOLTSo �e o I (25" EMBED OR EQUIVALENT at 3. CONFIRM ALL DOOR, WINDOW, FIREPLACE, AND OTHER 5R atl ) a�T 6x6 Column _ ///� \ v. _ ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO Project Description: e Sealed Deck o irk k1/�SI `\ ` O7 15/32" OSB WITH 1Od @ 3" O.C. EDGES, WALL CONSTRUCTION. ALL GLASS TO HAVE A LOW E (0.40) New Construction Of A \ �,- Sim sonC666 �/ / t v ,-' water Proof Membrane (Simulated Mast) ^ © /. \ j c� 12" FIELD (V=591 LBS/FT) 0' cn GLAZING AND TO MEET TEMPERED REQUIREMENTS. Single Family Residence [>rr x v O8 0 . // , 4 \ office//' �, 8O 15/32" OSB WITH 10d @ 2" O.C. EDGES, r d ` ^y 9'Ceiling 12" FIELD (V=649 LBS/FT) -O 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM � • Hardwood 3" MUD SILL& 12" ANCHOR BOLTS WITH BATTERY BACKUP ON OR NEAR THE CEILING OF EACH \ I �� I Ni O n � I T s,+ , T 6 R I I FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) • V G `l_ 3068 I - { - - / / ( ) CD4236 Heatilator t °Q ALARMS TO BE PLACE OUTSIDE BEDROOMS. Gas Fireplace o . / DOUBLE EDGES, 12" & OUT WITH @ zo RI Dimensions: ' • 5 1/2 f 3" O.C. EDGES, 12" FIELD (V=1133 LBS/FT) Plan Information: 3" MUD SILL & 12" ANCHOR BOLTS 5. PROVIDE EXHAUST KITCHEN FANS AT MIN OF 100 CFM AND Basement 2065 SF 42"width / / BATHROOM FANS AT MIN OF 50 CFM. FANS TO BE INSTALLED PER Main Floor 1922 SF 22-De"Height �' 0 DOUBLE 15/32" OSB (IN & OUT) WITH l Od @ MANUFACTURERS SPECIFICATIONS AND TO BE VENTED TO THE Upper Floor 1416 SF ° 22"Depth / T-5 lf4" 2" O.C. EDGES, 12" FIELD V=1223 LBS/FT Unfin Stora a(FL 2) 869 SF Dining ( ) OUTSIDE OF THE RESIDENCE. g Living Roo{r E 9'Ceiing 3" MUD SILL & 12" ANCHOR BOLTS Deck 289 SF vaulte�d Ceiling 1 0 Hardwood \' Upper Floor Deck 197 SF Flue Space Harb)vod_ m \ 6. CERTIFIED PREMANUFACTURED GAS BURNING STOVE FIREPLACE Garage 998 SF \ - From Below I `b WITH DAMPER AND OUTSIDE COMBUSTION AIR SOURCE DIRECTLY 2 I 26� % 1 CONNECTED TO THE FIREBOX. INSTALL PER MANF. SPECS. Total Heated 3338 SF ° " Cffice, Storage tok- -- 9 C`�"o Ilx 7. STAIRS TO BE WIDTH SHOWN ON PLAN WITH 10"MIN RUN Carpet O _ LENGTH AND 7 3/4" MAX RISE HEIGHT.TREADS AND RISERS NOT 4 ® a- / / / Xili G \� TO VARY MORE THAN 3/8" FROM ONE TO ANOTHER. MAINTAIN MINIMUM 6'-8" HEADROOM. PROVIDE CONTINUOUS HANDRAIL 0• 7 .- Archway ^\ l :�? I�`�0 ON AT LEAST ONE SIDE OF RUN. SEE DETAIL. A4.1 ► p _i�r oo } r cP: \ b �: C IOSet�$t•'f`• ge '� 9. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONSD rc *dIP' .a Dn ��? , _ O) D \\ \ 3' / 9 Cad I (BEAM & HEADER ENDS). • a �& n N , \V I 4868 i�_ O / •__�� s••. i �ar°a `�� ' 8 15'-4 1/2" A I ._ Archway V \7,3,,, i DW / chasea9 Qp O�., 69� 7 ' Wall Section Scale:3/4"= 1'-0" 10. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS.II N113.e `I�4 O / A4.10 `� �dAbo e t \ 11. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING \ J IQ , © 1 \ o Kitchen DBL ? , Ilk HOLES AND ANY OPEN AREAS. r- C \ Audio/SE9'Ceilin .to ' „ N O 72 \ 89'-5 1/2" Hardwood it; cO OVENS P� / is 2 HR FIREWAL PER DET #WP 4230: .4? \---• ' ® ----Hood----` PantryHall '' ba° APPLY 2R LAYER •F 8"TYPE-X TO EACH 12. MATERIALS TO MEET THE FOLLOWING GRADES: N 1171 o \ l Library ,. �Q Co/Smote \ g �' � SIDE OF WALL. C TINUE FIREWALL TO HEADERS TO BE 6X10 HF#2 UNLESS NOTED OTHERWISE. �, 9'Ceiling 9'Ceiling Vaulted Ceiling . �� Detector 'k - �i g -' UNDERSIDEO 'O• SHEATHING. O 3; Hardwood HardwoodGLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. C N zo Hardwood �► 9S,,R �� `o 6 , -SEE DETAI .3.1 COLUMNS TO BE DF#2 OR HF#2. iv ,�. , \ , 11, STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, O \ H �� Treadsam\ / 3'-2 1/4"� \ 7, 9„ / 2668,,6E I, ?� 9'-�/T ��`t. ,, ,:, O �; OR SPF. Q J �) Fzr. D 0- 0 .� Q 5'-8 1/2" 1'-3" Powd N::,� , �� b' / cg 13. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS = • M O °' �� Music 9'Ceiling �� p', � n. OF THE 2009 WESC. INSULATION VALUES ARE AS FOLLOWS: CVf N \ \ __ __ __ _ .co `r •Foyering N 9'Celling ;i Pantry Tile `�, 'L ?� ti 3 31 �, CEILINGS R-49 OR R-38 ADV. a 0 1- - 9 � Hard od °- Hardwood 7 ^ 9'Ceilingrdwoo 1� 1 ao ` A� , EXTERIOR WALLS R-21 •- we CA4.1 Hardwood 3,'7„ ' Fan m / JOIST FLOORING R-30 ;o. O21`O r \ ��/ el O 2-3" 90 IUTOCEOSDUR R 3,A\(� ��..�+`d•�j� •� CONCRETE FLOOR R-10 0 3068 ' 1 1 o l© S ., Gee ... . (f I�'r i!O , 0 in '} O F F b `� T,_6„ 2C�.ao� / `` 3 0 f 7 14. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO :C3) p -� � ❑ 0 \ d \ d i ! /--- , K CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE 0\ - - - \O IGI O ® U • O T O 6'-6" 4a / CONSTRUCTION PLANS. V 89'-5 1/2" 7,-0" 7'-0" 3'-9" 3' 9" 6' 1 1/2" 2'-10" 4' O 1/2" 5,-0„ / /o� �1\$ o C / - / / / / / / / / Asii "'�, Q a 4 • `,' Covered Porch tp. ��, 9'Ceiling b: �'� `, ' `, Tile \`• Garage b O \ \ - 2 • ` `. 9'Ceiling ' LP , `,`• \ Concrete Over Joists Entrance Columns: o ,`• \u0ce E 6x6 Columns ` o� A Cultured Stone Base ``'�•� ?0 2'-0" 2'-0" 4'-0" 7-6" 18'-0" 6'-6" Oo u csi T / / / / / \ •• • WINDOW SCHEDULE o 43' 6„ 0 / / VERTICAL GLAZING U-FACTOR:0.30 �b ` O ID Size Description Header AFF Qty t to \ ` spas\ Basement Windows Revisions: Main Level Floor Plan !' e"�9\IF A 2'-,0"x2'-0" Casement 80" 1 G Print Date 6/24/13 0 2 5 10 ea �� \ \ B 3'-0"x 4'-0" Double Hung 80" 3 7 Plan I O, b'. C 3'-0"x 4'-0" Picture 80" 3 mms \ D 2'-4"x 1'-4" Awning 97 1/8" 1 Scale: 1/4" = 1' Main Floor Windows 1 1/4"DIA. MIN TO 2"DIA. MAX 6x6 PT Post E 6'-4"x 1'-0" Arched Picture 96 5/8" 1 CONTINUOUS HANDRAIL ` 'Gyp Wrapped F 1'-4"x 4'-0" Picture 80" 2 G 4'-0"x 4'-0" Double Casement 80" 3 ` H 1'-8"x 4'-0" Casement 80" 1 3S1 `` Na Index: NOTE: TERMINATE HANDRAIL DOUBLE JOIST c'p OPTIONAL METAL RAIL AT NEWEL POST t ;• g b; I 3'-0"x 4'-0" Picture 80" 2 MAY BE USED IN PLACE RV Parkin ♦ , 71'Ceiling J 1'-8"x 4'-0" Picture 80" 1 Cover Page/Site Plan A1.0 2X RAIL CAP • ` ' Concrete K 3'-0"x 6'-0" Picture 90" 5 WITH 1X z `, `, • • Foundation Plan A1.1 4X4 POST WITH PLEXIGLASS L 3'-0"x 2'-0" Arched Top Picture 117" 2 Basement Plan A2.1 z \ O 6 M 3'-0"x 2'-0" Picture 1 17" 1 Main Floor Framing A3.1 /STOPST1& B ,,/ i 0 Main Level Floor Plan A4.1 CAPPANELS lva_ 1c, 29' N 2-0"x 4-6" Picture 86" 2 Upper Floor Framing A5.1 d I, lirz 1i w , , i O 6-6"x 5-6" Picture 98" I Upper Level Floor Plan A6.1 0P 2'-4"x5'-0" Casement 96" 2 RooF Plan A7.1 Q 2-4"x 5' " Picture 96/80"M.BTH. 4 Buildin Sections A8.1 East&South Elevations A9.1 �� / / Z R 3'-0"x 2'-0" Awning 1 West& North Elevation A9.2 aZo /j�� 0"MIN71,_TREAD HANGERS ` O6 5 1'-3"x 2'-0" Casement 80" 1 // /4 j/ Zo y` /� b U 3'-0"x 3'-4" Picture 80" $p0'f 1 Elevation Lot Section A9.3 /�////� /�//% �� ¢ I \ �o % R Main Level Floor Plct 4" MAX. I / g (3) 2X12 STRINGERS Upper Floor Windows N �� P; \L • G V l'-9"x 2'-6" Picture 74 5/8" 3 POST FRAMED INSIDE ^ ►-� b, O \•A AND BOLTED W/ (2) - Entrance Columns: © X 2'6"x 4'-0" Casement 74 5/8" 2 �' 6x6 Column r'' , Y 1'-6"x 1'-6" Arched TopPicture 74 5/8" 3 5/8" BOLTS STAGGERED b; Cultured Stone Base 2X4 THRUST BLOCK O Z 1'-6"x 4'-0" Casement 74 5/8" 1 �? AA 2-O x 2'-2" Casement 74 5/8" 1 • 1 i i� �' S� AB 2'-6"x 2'-0" Awning 74 5/8" 1 Deck Railing SCALE: Handrails SCALE: Stair Detail Scale: � 9 AC 2'-1"x6'-0" Picture 90" 1 st0- AD 2'-1"x 6'-0" Casement 90" 1 \� AE 3'-0"x 4'-0" Casement 74 5/8" 1 A4 .1 ��P� 1`� AF 3'-0"x 1'-6" Oval Hopper 74 5/8" 1 Gi AG 2'-6"x 3'-0" Casement 74 5/8" 1 SL- . - ,- UPPER LEVEL FLOOR FRAMING NOTES: 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO drafting 't`` S �9 STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE �., t E'SIC =PLC �� CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE 1 FLASHING TO BE INSTALLED UNDER SIDING DRAFTSMAN FOR FURTHER INFORMATION. 1 Cal JOISTS PER PLAN 1.4111101WATER PROOF PVC OR SIMILAR SEALED I _,f 10-4411111111 MEMBRANE OVER 3/4"MARINE GRADE 2. FOLLOW ALL TJI FRAMING DETAILS PER MANUFACTURER. A1-0111. z PLYWOOD SHEATHING 3. FLOOR FRAMING TO HAVE 1/4" BEAD OF CONSTRUCTION Jonathan Richards _ ►�_ ADHESIVE WHERE ATTACHED TO 3/4"TONGUE AND GROOVE 5105 Sterling Drive ��..�� ' Anacortes,Washington 98221 - �,\ SUBFLOOR. r 1 P q F 1 'I ! I j_-L I 1�� ! AIM SIMPSON ZMAX JOIST HANGERS ph 36a.391.0832 ! 4. ALL BEAMS ARE FLUSH WITH SIMPSON IUS SERIES TOP FLANGE em lo�otno�svhomonoom 1t \\/ \ /! 5 L__ acch1T" ! ! Au '6 '\q ```� ! ! . .\1/4 I I Project Description: / \ 5 37 DCo99 1 ! ! ! ! ! Piet/ 44> r,► ! ! ! ! mill ` 2X DF#2 PRESSURE TREATED JOISTS @ 16"O.C. 5. STAIRS TO BE FRAMED WITH MIN (3) 2x12 STRINGERS, ONE ATp on: (( 13;�'�' I I ! 1 1 I 1 I I ! ! 1' EACH SIDE AND ONE AT THE CENTER. PROVIDE FIRE STOPS New Construction Of A ! ! PT 2x10 @ 16" O.C. ! ! ! ! I 11 7/8"TJI 110 @ 16" O.C. RIM JOIST BETWEEN STRINGERS AT TOP, MID, BOTTOM, AND BETWEEN STUDS Single FamilyResidence / 2X10 PRESSURE TREATED DECK LEDGER JOIST g 1 C/W 2 ROWS OF 1/2"x 6" LAG BOLTS @ 16"O.C. ALONG THE RUN OF THE STAIRS. SEE DETAILS. STAGGER PLACEMENTS BETWEEN ROWS II I I I I1 ' I ' ' ' i I I I I I I 1 I I I ' ' ' I I F \ 2x12 Ledger W/ Face Mount Han ers y25x15 GLAM 6. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS J y y y y a a y y y�( 6 Deck Connection Scale: 1" (BEAM & HEADER ENDS). Connect o 5.1 ) 7 -I r- - _ - L I F ' % I 1 -1 * 19_ 1 I - L -I, -J '-'n --y y-n--�n n ra n n n F' ! ! I I I I I ! I I I I ! ! /\, I �3% Plan Information: ! ____y I I I I I I I I ill I I I \ 7. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. /6 \ ! ! ! ! ! ! ! ! '�/ \ I Basement 2065 SF \\ \ I Main Floor 1922 SF !/ //!� ! ! ! / ! \\\ 8. ADD AND ALIGN JOISTS TO ACCOMODATE FOR PLUMBING. Upper Floor 1416 SF A3' ! ! ! I•G / ! ! ! ! ! y/ \I \ Unfin Storage (FL 2) 869 SF L J ! m ! ! ! ! ! ! ! ! ! ! /� ! \ \ ! 9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING Deck 289 SF L - 0 1 co // \ HOLES AND ANY OPEN AREAS. Upper197 SF \� Garageloor Deck 998 SF t I ! ! 11 7/8"TJI 110 @ 16" O,C. ! // 1 VA // '\\ ' 10. MATERIALS TO MEET THE FOLLOWING GRADES: ! / • ! HEADERS TO BE 6X10 HF#2 UNLESS NOTED OTHERWISE. Total Heated 3338 SF ! I ! ! ! ! ! ! ! ! V ! ! 1 ! j)� GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. ! ! ! ! ! II CC ! ! I I ! k//! y \ I COLUMNS TO BE DF#2 OR HF#2. ! ! ! ! ! ! A\ C ! / iA� 3a STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, �'OBL - ILL -I_1 1\\! ! ! ! ! ! Mil ! \\ ! V / / ! \ 4�0 11. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS 1 OB r -I' nk ! SIMPSON ! ! ! ! ! \\ 1 /�` / ! I \ \ 3 OF THE 2009 WESC. INSULATION VALUES ARE AS FOLLOWS: // l III \\ IUS JOIST HANGERS \ / W10X26 \ I -F / ! ! ! ! - � m � % CEILINGS R-49 OR R-38 ADV. D >> \ ! �, EXTERIOR WALLS R-21 t L _ / �� k �/ I� I \ T T ? T T/ n - - m m '\\I \ 0 3 JOIST FLOORING R-30 O�17 / O 11 C Jr in S ' n rL n rL y_ J y Jr Jr__ \\ / 1 \ °� / 5. Drop 16 FFM. -!I I \7 T R T T ? W10X39 T T T T T T \ \ ! \ CONCRETE FLOOR R-10 '2 Mr f \V ! ! ! ! I �J V ! ! \\ �A�I �/ 12. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO0 � -Balloon Framed Wall �l \\ ! ! ! ! \y\ ! \y ! \ CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE 1:._ 1 1 U ! �y ! ! ! ! I ! '' \ \\ CONSTRUCTION PLANS. � �P ! � �\ ! ! ! ! IAA • �\\ I�� 2 HR FIREW%�LL PERe.ETAIL#WP 4230: \ 1 I \\ \\! \\ \ APPLY 2 LAYfR$-0F 5/8"TYPE-X TO EACH � V ! ! ! ! I \� \ ��,(� \ SIDE OF WAI,P�CONTINUE FIREWALL TO U lit " + momA ! ! IAA \ I 5t\� SEED DETAILA3�OOFSHEATHING. • L v • vI� �_ � -I__�_- L- L _ _I_ � � -I- � - - A AAA A\ /5�� \ n ! r T T 1 T 71 T I- - rt� \ �\ /�: / Balloon Framed wall��\ 1 III 0 I I ! ! ! 11 7/8"TJI 110 @ 16" O.C. ! !I I ! ! 1 .;; ' cr) ci, 0 ' \ /i \ \ � 1 1 ... .;/ -13 bxto 1 I 1 I f I NhH NC J -r-- +1-d1- I• •• r Ir -1- d- _I- _l' 11 I 1 I I I ". \ / /.A' /./ /-/ /'/ // /"/ /./ /"/ 0 p I ! I Timberstand Rim At Perimeter(Typ) 0 ,• \®' / /'/ /'/ /• / / ./ /" U S / / / / /./ \A%\` / / /• / ,..---1---- / / / / U co r - - -1 16 165.125x10.5GLAM y r - 7 -, s, � / / /./ scl / / / /./ /- / L - -J L. - - J \\ ,/" ' ,/ \\A • f / / / / /' / / C L. e \ !-;. ./ / /"/ 8, '/ \\»�� / / / / / /.,..-1„:":„..----- -,- / / /./ "� Revisions: Upper Floor Framing �� ' / ? \r / /'/ / // /'/ / Print Date 6/24/13 Plan L 2 5 11 \`` /./" /./ @�,./ /\\\� / /"�, "/' /"/ / / / / / /"/ />`"� Scale: 1/4" = 1' \` / / / /'/ / / ArIc i /./ / /-/ / / / / /./" / /./' / /./ / h\ `\ , /. /. , \ A\ /, /, /. / / /. /- \ A� /. -�/ / /' \ "/" // / / - /" /! /! \ Index: �'t /' /' /" / \ kk `y. /" \\ /,A , /./ /-/ /'/ /,/"/ /./ /! f Cover Page/Site Plan A7.0 / ./,. / /, /\ Ada, /" / / /- /' // Foundation Plan A1.1 ,A\ -J• / / /" / Basement Plan A2.1 /' �/ "' /" / / --- ...-;„:----2.------ Main Floor FramingA3.1 - /. /- /' /" n, /" /' /' / Main Level Floor Plan A4.1 /' /' / /\� \�`9 / / /"/ /" Upper Floor Framing A5.1 `` // / / /" \\ /-A % * /./ /'/ /' /,/ / Upper Level Floor Plan A6.1 q /' / / /- /\\ ` �' _/" / / / Roof Plan A7.1 P /-/ /./ /' ,/' \\ /"A\ /-/ /'/ /" /'/ // Building Sections A8.1 it >N' /" / /' /'\ Ste" / / /" / East& South Elevations A9.1 10‘f /-/ / / /" ,/ \\ A` / / /'/ -/ / West& North Elevations A9.2 - / / �`/ \g/" / Elevation Lot Section A9.3 Ail /. ._ /,/ �% / / " ' / / ./i /'/ // ' Upper Floor Framing '/ /,// rr // �i / \/ / \� G / O F A5 . 1 UPPER LEVEL FLOOR PLAN NOTES: 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO drafting- 2 STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE e CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE '''� DRAFTSMAN FOR FURTHER INFORMATION. 39'-3" if 1 h, / ►- 2. ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 STUDS AT 16" O.C. A 25'-5 1/2" 12'-8 1/4" 1'-1 3;" �; AND SHEATHED WITH 1/2" OSB PLYWOOD OR BETTER WITH 15# / / Typical Door/Window BUILDING PAPER. ALL INTERIOR WALLS ARE FRAMED WITH 2X4 IHeader ` Jonathan Richards \ I STUDS AT 16" O.C. AND SHEATHED WITH 1/2" GYPSUM 5105 Sterling Drive er \12 ott�l Gtp55Po�et 0 See ` WALLBOARD UNLESS NOTED OTHERWISE. Anacortes,Washington 98221 2' FlagPole F/e�ottiOns ed / 3. CONFIRM ALL DOOR, WINDOW, FIREPLACE, AND OTHER ph 360.391.0832 //// \\\\ Stop° ` \ . C "'---rrr---"' • em Jonathan_59@holmail.com i s_• ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO / \ Provide Scuppers And Provide Scuppers And `\� / \ // \ Gutter To Catch Runoff Gutter To Catch Runoff C \ WALL CONSTRUCTION. ALL GLASS TO HAVE A LOW E (0.40) \ GLAZING AND TO MEET TEMPERED REQUIREMENTS. //// \\\ Sealed Deck a I o��m° ' ��-" Project Description: 1 Water Proof Membrane atop j • A� ir E New Construction Of A �g a 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM n� � ; WITH BATTERY BACKUP ON OR NEAR THE CEILING OF EACH Single Family Residence 2'-51/2"'N2'-0" 4'-1" l'-8" 2'-6" 2'-6" 3'-9" 6'_6" a / / / / / / / / / __ ry J N Sitting ° v' co d - FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) 9' Plate/vaulted co - ALARMS TO BE PLACE OUTSIDE BEDROOMS. ° Carpet c O7 AA AB O G O7 co I r - \ \ 3056 \ I�-q T P la R 6 5. PROVIDE BATHROOM EXHAUST FANS AT MIN OF 50 CFM. DRYER F 7 - 6'-6" a EXHAUST FANS SHALL BE INDEPENDENT OF OTHER SYSTEMS AND / d, 0 Plan Information: GDST3831I He tilator 11(1' a = EQUIPED WITH BACKDRAFT DAMPER AND TO BE INSTALLED PER c 1 (7' anJ a D O See-Through Gas Fireplace I MANUFACTURERS SPECIFICATIONS. ALL FANS TO BE VENTED TO Basement 2065 SF Shower _ Tub RI Dimensions: O n THE OUTSIDE OF THE RESIDENCE. Main Floor 1922 SF \ 2468 }_ ^ 38-1/8"Width (, N Upper Floor 1416 SF 34-3/4" Height A 'o Unfin Storage(FL 2) 869 SF Master Bath 6. CERTIFIED PREMANUFACTURED GAS BURNING STOVE FIREPLACE L StorageA 15" Depth Deck 289 SF sO Fan Vaulted Ceiling WITH DAMPER AND OUTSIDE COMBUSTION AIR SOURCE DIRECTLY L_ O Tile 9'-6 1/8" 5'-10 3/8" `V 2'-0 7/8" CONNECTED TO THE FIREBOX. INSTALL PER MANF. SPECS. Upper Floor Deck 197 SF - 1 5'-7 3/8" / / / ( .I , Garage 998 SF \ ts 3 \ Master\Suite L 7. STAIRS TO BE WIDTH SHOWN ON PLAN WITH 10" MIN RUN Total Heated 3338 SF T Plate/Vaulted'Ceilingj40:0\3 LENGTH AND 7 3/4" MAX RISE HEIGHT. TREADS AND RISERS NOT Carpet TO VARY MORE THAN 3/8" FROM ONE TO ANOTHER. MAINTAIN M 1 _ \ \ \ / ---....N s Smoke G MINIMUM 6'-8" HEADROOM. PROVIDE CONTINUOUS HANDRAIL Z �, Detecfor ON AT LEAST ONE SIDE OF RUN. SEE DETAILS. His Closet \ k2'a 1/2"� \Her Closets ® ♦ l \ a-, Y - 8'Ceiling 8'Ceiling / ° ° p,�,�0 Carpet m I \ l N Carpet Skyli ht1\ �' -- 8. PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL THRU 22"X30" ao MIN OPENING WITH 30" UNOBSTRUCTED HEADROOM. FRAME # e kr , \ co g_0" R o \ I/ \ N WITH 2X12 MEMBERS.- � � 30 >� V2s6a �12 $r wailL O/ N �ha> N q' r9. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONSO �fir 8 7 Plate Section ale:3/4"= 1'-0" (BEAM & HEADER ENDS). j� Dn \ boldAir La5'-4" 4'-3 1/4" 4'-4"Shear Wall Schedule: / / Return i (A6.18'2 ° HdIIWa CO/Smoke ® 10. PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. Q%oa:P 8'Gelling Detector L--_I i / \ 1 15/32" OSB WITH 8d @ 6" O.C. EDGES, '°6 is carpet 2 HR FIREWALL PER DETAIL#WP 4230: 11. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING Oct O 12" FIELD (V=241 LBS/FT) q e's 2668 2668 m � � SILO APPLY 2 LAYERS OF 5/8"TYPE-X TO EACH HOLES AND ANY OPEN AREAS. eV 2 15/32" OSB WITH 8d @ 4" O.C. EDGES, / 30` }c. ��P �/ l0 3 UNDERSIDE OF ROOçHIN G.SIDE OF WALL. CONTINUE TO O 12" FIELD (V= 361 LBS/FT) . / ® L -SEE DETAIL A3.1 12. MATERIALS TO MEET THE FOLLOWING GRADES: 0 .� 3" MUD SILL & 12 ANCHOR BOLTS `�� ® o O a \ '� 61$ , HEADERS ON TOP FLOOR TO BE 6X8 HF#2 U.N.O. tit) b `o' GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. C Smoke Smoke i R 5 15/32" OSB WITH 10d @ 6" O.C. EDGES, \ ' Y Detector V Detect W; 6 b , ➢' COLUMNS TO BE DF#2 OR HF#2. 0 O 1'-2 3/4" 2'-4 3/4" Craft Room ` '� 9 ,, ' O/t')77.1 CGI' STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, C iU 12" FIELD (V=291 LBS/FT) O \ I Z g �� , O *114 „1 /\ / Vaulted Ceilin � OR SPF. N Carpel , 9 O 15/32" OSB WITH 10d @ 4" O.C. EDGES, L- - M �', 2'-4 1/2" q N 12" FIELD (V=453 LBS/FT) I X I / liz‘throom \ \ 8 \ ry6) 2d �\ ' 13. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS •�3" MUD SILL & 12" ANCHOR BOLTS o 8 Tile ing A6.1 1 0/7 sirs K e �• OF THE 2009 WESC. INSULATION VALUES ARE AS FOLLOWS: m .._\_, O T i G CEILINGS R-49 OR R-38 ADV. O 15/32" OSB WITH lOd @ 3" O.C. EDGES, o ! 1 Bedro m 2 ' L� rl v r e�or EXTERIOR WALLS R-21 N 12" FIELD (V=591 LBS/FT) N 7 Vaulted " sling JOIST FLOORING R-30 N Carpet 99'-7 1/4" .4 0 I N - -\ \ 1 d / b d r i O 15/32" OSB WITH lOd @ 2" O.C. EDGES, O O X 1 I f yy+ U / 14. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO 12" FIELD (V=649 LBS/FT) O M 16 V a U !! ./ � i bI CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE 3"MUD SILL& 12" ANCHOR BOLTS 6'-10" 3'-4" 5'-0" 41-2 7/8'� ( 14 h / / / - V �/ et CONSTRUCTION PLANS. a 0 DOUBLE 15/32" OSB (IN & OUT) WITH 10d @ 4 < < ill 5 ZP, Q On 3" O.C. EDGES, 12" FIELD (V=1133 LBS/FT) ° / 0 23'-4 7/8" \\\ O 7/) 3"MUD SILL& 12" ANCHOR BOLTS O \\ V 17 / n (/ \ &' iriMM DOUBLE 15/32" OSB (IN & OUT) WITH 10d @ b Ole d I.---d I d 2" O.C. EDGES, 12" FIELD (V=1223 LBS/FT) o © O \ \ 7 PlaStOrageeiling o� O 3"MUD SILL& 12" ANCHOR BOLTS 1 % i �El iii El unfinished0. I; ` VO NOTE: 121-0" ` N 3/8" OR 7/16" MAY BE USED IN LIEU OF - N-), y 15/32" IF STUDS ARE 16" O.C. OR �' J b, WINDOW SCHEDULE SHEATHING APPLIED HORIZONTALLY A o AND STAGGERED. IF V>350 LBS/FT. VERTICAL GLAZING U-FACTOR: 0.30 a A MINIMUM OF A 3" 1.1 0 Na- PROVIDE RI ID Size Description Header AFF Qty NOMINAL MUD SILL AND 3" NOMINAL _ a S o et ' Basement x Windows 0" Casement 80 MEMBER AT VERTICAL SEAMS, UNLESS Revisions: OTHERWISE APPROVED. STAGGER Upper Level Floor Plan e N NAILING IN BOTH CASES. ANCHOR • b, �; ��` age°°r o�lOo°` oo e b- B 3'-0"x4-0 Double Hung 80" 3 Print Date 6/24/13 BETTER.WASHERS TO BE 3" X 3" X 1/4" OR )111...,, Plan 0I 2 5 I 5 II' SS�o of pec C 3 0 x 1 4' Picture 80" 3 11 x4 0' c0 O e \ D 2'-4" Awning 97 1/8" 1 Scale: 1 4" = 1' if. ° O d" Pe Y Main Floor Windows / 1 1/4"DIA. MIN TO 2"DR. MAX Ql °-% \ <\c) \, E 6'-4"x 1'-0" Arched Picture 96 5/8" 1 CONTINUOUS HANDRAIL \ \ Pt'i`O F 1'-4"x 4'-0" Picture 80" 2 \ \ G 4'-0"x 4'-0" Double Casement 80" 3 TERMINATE HANDRAIL \ \ H 1'-8"x4'-0" Casement 80" 1 ' AT NEWEL POST DOUBLE JOIST \ \ Attic Storage I 3'-0"x 4'-0" Picture 80" 2 Index: \ \ 6'Ceiling J 1'-8"x 4'-0" Picture 80" 1 � ) Unfinished K 3'-0"x 6'-0" Picture 90' 5 Cover Page/Site Plan A1.0 w Foundation Plan A1.1 U 7 V i \ L 3'-0"x 2'-0" Arched Top Picture 117" 2 Basement Plan A2.1 ' < s- O i M 3'-0"x 2'-0" Picture 1 17" 1 Main Floor Framing A3.1 11/4- II,II' \ i Main Level Floor Plan A4.1 11/2 1 J ,'Ir \\ N 2'-0"x4'-b" Picture 86" 2 Upper Floor Framing A5.1 O \ O 6'-6"x 5'-b" Picture 98" 1 Upper Level Floor Plan A6.1 p \ b,0 / ` P 2'-4"x 5'-0" Casement 96" 2 w \ \ � Roof Plan A7.18 _ _ \ \ Q 2'-4"x 5'-0" Picture 96"/80"M.BTH. 4 Building Sections A8.1 10"MIN TREAD I i \ \ R 31-0"x 2'-0" Awning 80" 1 East&South Elevations A9.1 HANGERS _o, West& North Elevations A9.2 2 S 3"x 2'-0" Casement 80" w / / 3 2X12 STRINGERS il 9 \\\\ b,1 ' Tpp 3'-0"x 31-4" Casement g0" 1 Elevation Lot Section A9.3 zo h i x im\ p=. \ U 3'-0"x 3'-4" Picture 80" 1 II-1 a ( I \ AF p Upper Floor Windows Upper Level Floor Plan / 2x, \ \ `ry, • G V 1 -9"x 2-6" Picture 74 5/8" 3 friI n � \ \ , O ,A W 1 -9"x 2-6" Casement 74 5/8" 1 OX 2'-6"x 4'-0" Casement 74 5/8" 2 \\ \ /7 b., Y 1'-6"x 1'-6" Arched Top Picture 74 5/8" 3 2X4 THRUST BLOCK \ \ ,- i Z 1'-6"x 4'-0" Casement 74 5/8" 1 \\i Q, AA 2'-0"x 2'-2" Casement 74 5/8" 1 Stair Detail AB 2'-6"x2'-0" Awning 74 5/8'' 1 Handrails SCALE: 3" = 1'-0' Scale: l/2"= ,'-o' AC 2'-1"x6'-0" Picture 90" 1 AD 2'-1"x6'-0" Casement 90" 1 b AE 3'-0"x 4'-0" Casement 74 5/8" 1 A 6 • 1 AF 3'-0"x 1'-6" Oval Hopper 74 5/8" 1 AG 2'-6"x 3'-0" Casement 74 5/8" 1 ROOF PLAN NOTES: 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO drafting :t,r SIMULATED TILE ROOFING STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE & {^�eS i J : �4 30# FELT INTERWOVEN CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE � ii 1/2"PLYWOOD SHEATHING DRAFTSMAN FOR FURTHER INFORMATION. VENT BAFFLES BETWEEN TRUSSES 2. ROOF TRUSSES TO BE SHEATHED WITH 1/2" O.S.B. AND PLYWOOD -Gable End A W/ 1"MINIMUM AIR GAP SHEATHING ON SOFFITS WITH 30# FELT AND TILE ROOFING. 2'-6" O.H. (TYp) TRUSS PER PLAN \ VENTED BLOCKING BETWEEN TRUSSES PERFORATED HARDI-SOFFIT CEILING LID TO USE 5/8" GYPSUM WALLBOARD. Jonathan Richards 5105 Sterling Drive Q Anacortes,Washington 98221 �'� 3. PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE ///r , `\. ATTACH OKDE D O RAFTER TAILS BLOC ON GAIBE ENDS SPACE, AND CONTINUOUS RIDGE VENT PER 2009 IRC. TOTAL NET ph 360.391.0832 , , , e,'h/ ` FREE VENTILATION AREA SHALL NOT BE LESS THAN 1 TO 150 OF em Jonathan_59,ghormail.com ,'4 �� I1�1�111�1�1�1 '`� 2X CEDAR OR SPRUCE FASCIA THE AREA OF THE SPACE VENTILATED. // \\ \�rf' 4. FOLLOW ALL TRUSS FRAMING DETAILS PER MANUFACTURER. (( 8-0 / `i �I \I 5"CONTINUOUS Project Description: ``�� , �� METAL GUTTER New Construction Of A 5. ALL ROOF PITCHES ARE NOTED ON THE PLANS. VERIFY HEIGHT Single Family Residence ( l WITH TRUSS ENGINEER TO MEET HEIGHT RESTRICTION. SEE 61V� — INSULATION PER CODE �I PER PLAN ELEVATIONS. 2'-0" O.H. _� i p b. PROVIDE ATTIC ACCESS THRU 22"X30"MIN OPENING 6/12 6/12 _ r r — — 1 i � Q HURRICANE CLIP PER TRUSS �; WITH REMOVABLE PANEL. FRAME WITH 2x12 MEMBERS. Z \ ~) SIDING PER ELEVATIONS Plan Information: II I 1 1 I �r �' 7. ALL OVERHANGS TO BE 30" U.N.O. Basement 2065 SF yp _ J ,o Main Floor 1922 SF L — E Cricket \ \ a r e , \ Roof Truss Connection 8. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS Upper Floor 1416 SF Scale: 1"= 1'-0" Deck 289 SF 6/12 6/12 (BEAM & HEADER ENDS). Unfin Storage(FL 2) 869 SF of G \� A7.1 4 \�� alley Upper Floor Deck 197 SF TiVE ALL G WALLS L _ — — — J aL 3 ,d — — — J L - \ Q i\ \ 10. PROVIDE 9. PROVIDE BLOCKING RSTOPS AT ROLL APPLICABLE LOCATIONS,N ANDINCLUDING BEAMS. Garage 998 SF it Total Heated 3338 SF I Cricket 4 \\� \ \ //i \\ HOLES AND ANY OPEN AREAS. N N w a N \ \ // \\ li 2'- O.H. (Typ) b Ilk �.. o L 7 \ \ /// \\ 11. MATERIALS TO MEET THE FOLLOWING GRADES: Lo y o _ 6/12 \ \ //i HEADERS ON TOP FLOOR TO BE 6X8 HF#2 U.N.O. y�skylight \ \ \ ' / GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. T I // \\ I \ \ COLUMNSTOBEDF#2ORHF#2.I 1 /I I s / T �__� \iwte, \` ySTUDSANDTYPICALFRAMINGMATERIALSTOBEDF#2, HF#2,L — / \ ` 4 \ \ \ 61 OR SPF. D \ N / \ L J _, LRoof Ridge Line With Ridge Vent_ \- -\ \ \ 45/12 \ s� -G, \ \ p\ Mille 12. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS 0 ��I \ \ \\ �� OF THE 2009 WESC. INSULATION VALUES AREAS FOLLOWS: 0 Gas Fu nace CEILINGS R-49 OR R-38 ADV. 0 , (TYpI ( I A A Off/ IC II — — (�( In Attic Provide Framework 12" \ ti b EXTERIOR WALLS R-21 — Above Bottom Chord / JOIST FLOORING R-30 r A.< ti� To Allow For Insulation /y/ yy �`r� A 2 HR FIREW L PE; ETAIL#WP 4230: ,.. N 0 \ ,- ' �-s, •Q 'btticA/ecgssj ,.c�Aw \ \ �- — r / \ \ APPLY 2 L S OF 5/8"TYPE-X TO EACH N 1 // / �� 1 \ �✓ y� 13. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO 1 ��.0 \ �, SIDE OF WALL. CONTINUE FIREWALL TO b/12 \ I / \ �``� 1,\\ \ UNDERSIDE •F RO«OF SHEATHING. CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE �, A eA \ , Roof Ridgep% In i \ / �Qj �� /y\ \\ ` \ \\ // \\ SEE DET L A3.1 CONSTRUCTION PLANS. L cv cv 1C11 1 r _L_ V A\ \ A\ ///� \ �� \\ / \ \ \ yam / \� // / \\ 0) . 0) 0 L 6/12 _ = -Scissor-11 r or Trussesd l� \\ / - \ \ // \ // / \ IL L .—.2 \ iir II . L //ter Vv / 51 \ ��// • •� i Flat Ceiling e 4� 1 1 i / \\ \ /i/ / , m ti6/12 1 1 Gable End ° II 1 r� / �� // ei R ^� �e1 N \ JL I= d - - JL - - - d p 6/12 3 - -- V impel oal 6/120 0 • 2'-6"O.H. (Typ; / i /\\V 6� \VA (� o / \ \ o \\ V o \ \ :; o 09 a Valley o . L_ I.--d b d d �� A7.1 t Nik ///� as0� \VA � � U ailaw • 2'-6O.H. \c (/ O. VA � '� \Dcr -,rri ` , T, + 0 \ \ A L V A w °"us sd`� ' 5� �`y" o�a-st`"`�''s+' '' aIleP g° t! N TRUSS ROOF TO BE ENGINEERED BY TRUSS MANUFACTURE. �$(` 5 / /�\\ �, { A TRUSS PLAN TO BE SUBMITTED TO CITY PRIOR TO INSTALLATION. Act �e / / \\\ r w fL°° ` / / / \\\ ions: e �a - / \ \ S.) / II Roof Floor Plan �� < 51� -i \\\ Print Date6/24/13 Plan 0 2 5 10 / '2-- / y\ i, - Alliii Scale: 1/4" = 1' \ vim/ \ \ /i/ / \\ \\\ \\\ \\\ \ \ \ \ \ Index: Hi / /\� AV A 30 Cover Page/Site Plan A1.0 / Foundation Plan A1.1 Geaa�� \�\ a Basement Plan A2.1 ,S� \ \ °0. � ��. Vgpey / Main Floor Framing A3.1 bi' \ \IL \ �q �� Main Level Floor Plan A4.1 \ \\ Q. q \ryUpper floor Framing A5.1 \\ \ \y 51 Upper Level Floor Plan A6.1 6AC `� \ \ \� \� SH, an BuildiRoof ng Sections Aa.1 `L \ a�0 Je(�t \\ P East&South Elevations A9.1 °o\%\•d9e \\ Say <' West& North Elevations A9.2 �vtr \ \ \\\ ,O Elevation Lot Section A9.3 \\\ '- / �\ // / ,AtG Roof Plan \\\ /j / \z // Z. \ \ / i ---- eacs0' G bi-NO A7 . 1 F Engineered Trusses With Ridge Vent Simulated Slate Roofing Engineered Trusses W ith Ridge Vent Y } Simulated Slate Roofing d I aft i n - ie. s Reduced Headers i ` 2 r + A7.1 Jonathan Richards f 8'-1 1/8" On Top Floor ReducedOnTop F He loor g 5105 Sterling Drive Anacortes, Plexiglass Storage Closet Hall Stairwell Bedroom 2 t$ \ Unfinished Storage Washington 98221 Railing & \A6:1_,/ 7'-1 1/8" ph 360.391.0832 Partial Wall jonathan_59@hotmall.com (3/4' 117/8" � ITJIWith_ 16 — T&G Plywood -- 3/4"T&G PlyoodScupper Project Description: A3.1 I- a z I I — - Single Family Residence rio--, New Construction Of A —X) 1 7 JP Drop Beam 16"To H — J g Beam Per Plan Deck Joists TypicalAccomodate Floor/Stairs Beam Per Plan Header Over Typical Header Over Doors And Windows H Doors And Windows I L _ I7 Plan Information: 9'-1 1/8" 9'-1 1/8"Plexiglass Dining Hall Foyer Lp �Porch Garage 4 Basement 2065SF.1 Main Floor 1922 SF Railing I Upper Floor 1416 SF Tile Over //11 7/8"TJI With Concrete Floor Over �3/4"T&G PlywoodSealed Membrane / Unfin Storage(FL 2) 869 SF _ 1/ Deck 289SF Marine Grade Plywood Marine Grade Plywood (43.) 6 IUpper Floor Deck 197 SF - R _ o o a o a 6 r Garage 998 SF - L Total Heated 3338 SF / Flush Beam Per Plan �� 2x12 Floor Framing Yt Ledger&Joist Beam Per Plan Deck Joists ) Flush Beam Per Plan Hangers 4 Mar —Bearin Wall -+ 8'- 1/8" 1.. g Bearing Wall © _ Workshop Cellar — a Storage l ® 4"Concrete Floor r 4"Concrete Floor . El 1 _ ,- - � . 1 r ID0 a _ _I F:11 L2 . — 0 w l - r- C Building Section AA Building Section BB N o 0 2 5 10 0 2 5 10i 0 u O it c Scale: 1/4" = V Scale: 1/4" = 1' m 0 N c 0) o F. f f401* .c U 2x6 Fir Header C- " y NO Engineered Trusses •� a 0 --so. With Ridge Vent CO Simulated Slate Roofing a) o \ 0 o a u //, V c 30 , / // A . a . lc / I Reduced Headers ..c";; ` CO Top Floor 1x4FirCasing Laundry s�_) )/s„ Unfinished Storage Attic Storage E. • 24" Raised Floor/Bench I a E 1 1 7/8"TJ With .1 3 "T&G Plywood Cl/ / /4 w / j I $ . I I I I I I I I I I I I - I I I I I _ . I i III it :-' '. r 1 / a Revisions: IIIIIIIIS4411 ft. 7—c) I Print Date 6/24/13 1 1'-1 1/8" .Aisa2x4 Fir Sill 9'-11/8" Garage 9 "/a" RVarking 1 2x4 Fir Sill 11 7/8"TJI With L / 3/4"T&G Plywood ,rL Stairwell f ! Index: I I l M ll M 0 A �- - - Cover Page/Site Plan A1.0 ill Foundation Plan Al.l Door/Window Trim Scale: 1"= 1'-0" V - ction Scale:2"=1'-0" Basement Plan A2.1 Main Floor Framing A3.1 F-1 rT Flush Beam Per Plan r' Main Level Floor Plan A4.1 Upper Floor Framing A5.1 Upper Level Floor Plan A6.1 Roof Plan A7.1 8'-1 1/8" - Building Sections A8.1 Storage - East&South Elevations A9.1 West& North Elevations A9.2 4"Concrete Floor Elevation Lot Section A9.3 N. �- Details Building Sections Building Section CC 0 2 5 10 _ Scale: 1/4" = 1' A8 . 1 drafting . .. ,, & desig,. 1 LC Simulated Slate Roofing [33'-2 1/41 Top of Roof - 12 1 2x12 Cedar Or Similar Fascia - I 1 I Jonathan Richards 5105 Sterling Drive 6 - I L- - �_-I_ L J _ _ Anacortes,Washington 98221 Framework Per Elevations + I 1� 1 l.__._ - _1-- _�I - J_J L 1 - \ _ v Ph 360.391.0832 Cultured Stone IJ 11 � � em Jonathan_59@hotrnall.com Chimney Chase 12 `� I and Cap 511 J L rr v, Project Description: side, 26'-4 5/8' T Plate Hei ht 1 �LL L J1 LL I L— New Construction Of A 1 ( r Single Family Residence [Varied] Header Height j l , 1 �/� 1 �ll� � �� 2 1111) 111 i1,1,W 1 Ic �I 111 I,1 71I 1111 [ // IF 1 1 ,1 II � I I�I01 il�_i I1[�� 24'-0 1/2" 6'-2 5/8" 1 [ Ir I �' 1�111 11I /A; / J I_ Cedar Corners 12 I ■ 11 6 Weaved Corners Il Custom Covered Ent ` Plan Information: u 12 111 III]: Basement 2065 SF HH: �_ ��1 1 � �I Roof lr Entry Main Floor 1922 SF [19'-3 1/2"] Finshed Floor 6 Elevations 5 111 I I 1I 1I 1 Upper Floor 1416 SF IL III vats 2 [18-2 7/8'] 9' Ceiling Height . Ii I 1 I � L Unfin Storage (Fr 2) 869 SF IrkT �, 111II 1 i_ i 1 1 Deck 289 SF Upper Floor Deck 197 SF / [ 1 A�/// / / r� It I I I __ Garage 998 SF [Varied] Header Height+ . I %„ j 7 T ' s � I I / % f / 1 71 1 ,/ �� = r%/�% / /%/ /// //� / E Y/// // Total Heated 3338 SF / 1 1 11 11 9'-1 1/8" r rl lI �/ ��/ L j l� -7 ,, - _ - IIIj ///�� I� �� i 11i1 ni me iin Mil iittps - - • a ,[ '1t tSiS_sssIil.t oSB.uc..tpETMia •_� -i EI.■IM . . n i.11q Mi 1 _ 11 ii.m.fr11•g� .2� ,- `fi r 1 _I Sim [9'-1 3/4"] Finshed Floor � t 0 Wrapped Entry Columns Typical Door and Wrapped Columns With With Timberframed "14 Window Trim - Timberframed Accents Accents Per Elevations See Detail On A8.1 Per Elevations And 10 East Elevation And Cultured Stone Base Cultured Stone Base scar, ,• I- C z s to C N O [ I I } CO Scale: 1/4" = 1' O O� C - O C in ., Via; t'', 1' r 41 C in In [33'-2 1/4"] Top of Roof . •— m 11Iil 11 1L I 12'i 6 I 2 1 L v �� N O 5 1 >r �I —L i _12 12 ` [28' 4 5/81 9' Ceiling Height / / \�\ L� _� / 6 6 a V ' _ C a IIW 26'-4 5/8"Va redeHeader Height CO / l I r Q [Varied] g �9 /'% //fr-/% . ]_ IIII TI�7 l71 /� I;' ; F i �,i �% 33' 2 111 , I Ilfiii IIiII -1 12 1 11I 1/4 6 S/8" .,o �� 41 �il 1 4 i o L ■. E [19'-3 1/2"] Finshed Floor it [18'-2 7/8"] 9' Ceiling Height imsomoma- I1 1 1 - I I a I,I ,i TZ-In In IT ■■ I� �7 ■ [Varied] Header Height 11 /' % II ,ir � Hill 11 1 I � 1 4' Revisions: / 1 11 I 1 ■ ��. . . I 1 1 r� r� / r r 11 �1 / / / ,/ // / �� / / / Print Date 6/24/13 „, 111 H I I L_, . �_ ,r r 9'-1 1/8 / /, 11 II I 1 /�/` ■ 11'L L 1 111 11 111 it 1 1 I "� i 1111 1 -- — m f 111 I 4 / I 111 HI 111�1 _ rr 1 J 11 1 I; a vr III al i 1 ■1 111 :tom ��.1 1 realla III 111 _ 11 IL 11111 : II 1 , .� . [9'-1 3/4"] Finshed Floor - - ■r.� r 1 ■ �Th�=a - ll I _ ■1 I� i f■' 1 1 II 1 % - Index: [8'-1 1/8] 8' Ceiling Height - - - T - - - - �f�� 1 �[`I j r 1 11 �� I [� 1 Cover Page/Site Plan AIM I 1' 11 �� ■ 1 Foundation Plan Al.l [6'-8"] Header Height+ - - - - - - J ifs' � - 1 1 - 1 Basement Plan A2.1 j/ ■.m ■ Main Floor Framing A3.1 j/' � -- -- I --- --- -- Main Level Floor Plan A4.1 1 / , r Al,'�' Upper Floor Framing A5.1 ] �/ / _ , r Upper Level Floor Plan A6.1 8-1 1/8 �� Roof Plan A7.1 c � 11. /// - . Building Sections A8.1 s A9.1 d� ter- i�'r�..r:�' r West&SNorthouth EElevat Elevations A9.2 Elevation Lot Section A9.3 [0'] Finshed Floor - - - _. I East & South Elevations South Elevation 1 0 2 5 10 I Scale: 1/4" = 1' .. A9 • 1 drafting & design LLc 12 5 LL I L-L_I r [33'-2 1/41 Top of Roof Jonathan Richards - '-- ! ` I- 5105 Sterling Drive 1 y 1 2 Anacortes,Washington 98221 1 I iL t —_ - J - - 6 ph 360.391.0832 - - J ! I J E01 ionathan_59@hotmail.com _ _ J J 1 J �� J J L -�` 12 ! 1 _� L ! L1 _,1 J �y -- L u_ - [28' 4 5/8"] 9' Plate Height 6 '�� __J ��- _ '� h- ��- LI _ �� -.- l L ! -_ �� Project Description: J1 1- L J - - �� I J � New Construction Of A J �� ]I 1 1�1i JJ ,,t_II t� _�� i , / �/ � - , - . 4ed; Height Header II J I jir4� ' - - / � , FLv/ r _, i___L / �I III1 TI ?I/J/5 �� j /� ~�L_ 6'-215/8" 24' 01/2�� i / / %/ / Plan Information: K I � _ - - // / I� Basement 2065 SF 111, Upper Floor 19222065 SF 1 fi - -_-- Upper Floor 1416 SF [19'-3 1/2"] Finshed Floor Unfin Storage(FL 2) 289 SF 1 - . [18'-2 7/8"] 9' Ceiling Height Deck 289 SF 4 Upper Floor Deck 197 SF '1 I I. -. 11 it i Garage 998 SF I -- 1 �1 y 1 1 1 I I ■I' // J r r [Varied] Header Height 9 1 �1 t III 1 � 11 II I //i IL, lil I 1, L -[L 1 � ' / � ) Total Heated 3338 SF — %�/. - T III, Ill 11��" 1111�L I' ll II 1111 _111 II I I Id II� I 1 / / ' III [l1 /� ' LIE' 11 1 ■ I I I / 9-1 1/8 II 1 � 1 11 1 1 1 /j ] f 1 ■1 ■1IfSt3PI . �!IJ 1.1 - 7-6"1■ 1 11 11 1Ii •Fal riai • 11 I• 11 ■ IT 11 d " .;} mi ■ II in u 1 ■ ■ ■ 11I II _ i or L J A — — — — —*[9'-1 3/4"] Finshed Floor . I' O North Elevation 0 2 5 10 V I M Scale: 1/4" = 1' N .0 u O 0. D C N m O C 0) 0 \ -----,... ___ Vf H a) o } o re 1 2 - - - - - - - - - - - [33' 21/4"] Top of Roof o V 12 777 UI 12 i , HI j ll � ILL Q m 6 i I'll IIJII _I _1 I 12 5 �� / / I � 1 1 ' ' ' _ [26' 45/8'] T Plate Height o L J } / � r / ' �� L,% � � � �� - -- r [Varied] Header Height E MT 11 — &r _ , , _ - -- 11 r$ � / / /, i / i , o T j / L c TI l / /i �� 3' 2 1/4" _2 1 /� j j// /// �� % � 1 [ 111III 6 Z5/8 - - f �, Lon ' %///�_ I/% v) I I 1 1� 1,11i _ �1J1 111 11JL1_I _I 6 - 111�11J111ll I I 1111 II I -_I r1 ll 1 i L I I 1 I T III III II II II JI II Il �- I 11 111 �T IlT I 1 1 1 1 11 II � 'l 1 ! Revisions: II I , lr1 T1 111 I1 ��T1 T- I [19'-3 1/21 Finshed Floor print Date 6/24/13 I[ L '�1' � ��1✓� [ 1 g 9 11 11 11 ■ ■ 11 11 ] _ ! �� II T !' I f / /, /i V,�i 18'-2 7/8' 9' Ceiling Height II II _ 11 11 11 11 11 11 I 11 i I �. 1 �/ // L V�/! I_ 1 J / „/ r [Varied] Header Height ■1 ■1 ■1 �1 ■1 I ! I-1 / / �� I I II - 1 ■1 ■1 ■1 ■11 II T / ,/ / // L / +_� j % /�/ �� / r 2/ 1 / 1 j/ j / / i —FL I 1 1 I._ IIL 1 ,I ,/, .1_ . L / ,// /, (2 , 11 , , J � / ,11 / %/ / I�//�/ //// y //// /, �� /i 7 6 9-1 1/8' ■1 ■1 ■1 1 1 I '//1 �� /�o /j // �� r/ _ ✓/�i///i,/��/��i %�i / // /� / i Index: T�_11 111 11 1 11 111 I 11 t / // / Cover Page/Site Plan A1.0 1 ■ - - • -- kat�� n ri_ 1 / 1 /�/ �r / /� 4 Foundation Plan Al.l 1 1 1 ! ! 11 1 1 1 - 1 1 I 1 1 1 Basement Plan A3.1 TI ■1 ■1 ■1 ■1 1 ■1 ■1 ■1 ■ �_ Main Floor Framing A3.1 _ �r � � / � _ rLr I 1 1 1 11 1EE ,. . [ 1 „ n x , 1 1 I J I I I I I III I I i i 1 11 1 III u rL 1 _ 1 Finshed Floor . __ - ♦ _ i - - Main LevelrFloor Plan A4.1 er �Y _ 1 1 11 I 1LJ� - --- _ _. - UPPer Leo el FloorFraming Plan A5.1 ■ I r [8'-1 1/8] 8' Ceiling Height Upper 1 Roof Plan A7.1 11 n 11111 .111 n' In i C 1 '11 I ' I [� - I - - _ - s- [6'-8"] Header Height Building Sections A8.1 / // L rc: // 1 -!/� s1 1/s"25 1 // / :Lin i kill I 1 /s� 1 �� 11 > , West & North Elevations IL r 111 /� // = L Ll Scale: 1/4" = 1' ! 1 1 11 1 L L_I I I I �/ i / te , ■ ■ _S•s - - - - - [0'] Finshed Floor e 7 :, A 9 • 2 .. e , MAXIMUM HEIGHT ALLOWED (+14.0) ii l U-L-L_J L--0 L_L_T LL LI-1 -s -. - -[113.8i s L 1111 II 1111 .L L UI I tUT U 1 c J 11 I I '1111 I II I IL N II II 1 11 1 Ilim ■Imlrlmnwlw J II �l ■ I1� . .I AI�� irr �uL_I Il 1 J 1 I I LLI J 1! ' 111■111�1■R Ir111mI11F�!�IJ�=��rPr 'Man 11 drafting LLD 11 L ! _ ] 1L rI �� 1 ! I it II ■mar n�-� i'... 1 ... ' �L2!! " " " ° ° '�° " ■ _ 1III: / 1 „ , 3'-2 1/2" BUILDING HEIGHT 4'-0"TO MAX. HEIGHT 1 � 'i . I' 1. I' � III II II ill I' i l II III I I kin! u H 1 1 1 I 1 I 1 1 design-tic wlgJ G�[L'I -1_ n4 n �ihIM11L-- �n Tn�n �.'i"}n�n 7n Tn Sn�m I�� 1' ii�it I •I i n Iii S% .Ln'�,'I 11 ' 1LLI 11 'LI I '▪ 1 I_J L_Li II LL1 :1 II 11 1 1II Ql '•i i °i,y_L,• � • �n ii'T• I Ip �'I mu m n 1la n ii,■dl" �q - --1�L l) _ i L' 1'r�l• n nl■1 n■ ,r i IF' ■i '■1■1 IN _ - Highest Point Site Benchmark i illis 1i1'Eii - _▪-I II _ lir■�•Wi ■•1 ■i■ JI 9 (Orange"X'J On Sidewalk _ 1 J ! L 'Ll - [� n �1 C-�il �• �� :�. I■ . ll [99.11]-- - 1 :�:1 ii i I i u°il'i it r �"t ' 7 1 [100.0] `1 ��, , "� t r Jonathan Richards 1 /]/- p 1 4 1771 ■� 5105 Sterling Drive - ��p�/ / .' -� �� , 1 �. _ � r ��/ Ip}, [95.0] Anacortes,Washington 98221 +i �-r �:t, i �f•�. _■1 �1 gin- ph1� 9'-6"DRIVEWAY DROP 1 w' T '�e7 �. 1 Ll �7 � ■. / ■ [ .". .. . ■ Il4■1c Imo!. 360.391.0832 i .� - �'^"� I' �n�• .��.�I em jonalhan_59�ho1mall.com [88.96)- I- - - - e ms■.'m 14:1 11 r___ dam, c [90.0] Project Description: New Construction Of A [85.0] Single Family Residence .tat." ? �". __ [79.82] [80.0] i. [75.0] Plan Information: Basement 2065 SF Main Floor 1922 SF - [70.0] Upper Floor 1416 SF Unfin Storage(FL 2) 869 SF Deck 289 SF Upper Floor Deck 197 SF [65.0] Garage 998 SF Total Heated 3338 SF [60.0] z J Y Lot Section Thru Driveway U t m m ¢ U Sime O U in 0 4 10 20 w O z ~3- 0- Z LL < vi O 3 w o Scale: 1/8" = 1' z Z O = N Oi- 3 W V N O Cc MAXIMUM HEIGHT ALLOWED (+ 14.0) - MAXIMUM HEIGHT ALLOWED (+ 14.0) Site Benchmark a -[ 1138] 1- IUI� -1 K r TO-range "X" O� I „ „„,valk C H 14. 0 CB CD 0 • -C • i in .. - I I I 1 I I W - / , 13 -2 1 /2" BUILDING HEIGHT 14 -0 TO MAX. HEIGHT yj I 7 0 U 1 H -• ! . . Highest Point a Q m - En, On Lot [99.8]_ 100.0 it[ l CI 1 li 11[11111 "a !/ L . �� ll 11 1 nI r/ , L NI -k % n [95.0] N IL '1//1/,/ ic- 11 1 ■ ■ 11 r� o 1 1i 1° 11 ' -1 1 �� 9 -6 DRIVEWAY DROP d � I ; II :1 .. r , Revisions: ■ ■ 1 :1AM1 11 1 r ah• Print Date 6/24/13 1�i [90.0] [88.96]- -I- - I 11 n1 n n1 ° i1 l ".► -- • 1 n nrI. 1 // �1 1 1 • �� - [ ] / % 1 ! I ' 11T 4 �/ L11 1 j0r 85.0 7 , 1 _u 'Jr Index: -.aA�11��11■ Cover Page/Site Plan A1.0 •ate - - • la Basement PlanFoundation ln A2.1 163 Main or ng A3.1 illea `- �• ~ Main Level el Floor Plan A4.1 [79.82]- -- plr [80.0] Upper Floor Framing A5.1 Upper Level Floor Plan A6.1 I- IZ Roof Plan A7.1 D Building Sections A8.1 East&South Elevations A9.1 Q 0 West& North Elevations A9.2 LLJ U Elevation Lot Section A9.3 m - z - OZ [75.0] Elevation Lot Section f- oW V u_ Lot Section Thru Driveway F 0 0 2 5 10 Q Q 3 I 1 LLJ ct) Scale: 1/4" = 1' A9 • 3