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HomeMy WebLinkAboutPermit File 1109 Dakota Avenue (2) ley Cityof Anacortes Permit#: BLD-2014-0143 � '. 904 6th Street Applied date: 04/09/2014 P.O.Box 547 Issue date: 04/28/2014 itij s' Anacortes, WA 98221-0541 Expire date: 10/25/2015 F� (360) 293-1901 Job Address: 1109 DAKOTA AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1344 Project: APN: P58284 Remarks: Addition to existing single family residence, for garage, shop and guest room. Owner: PAUL REISMAN Contractor: WOODSTOCK CONSTRUCTION Address: 1109 DAKOTAAVE Address: 1109 DAKOTA AVE ANACORTES WA 98221-1344 ANACORTES WA 98221-1344 Phone: (360)708-8419 Phone: (360)708-8419 License#: WOODSC891 D1 General Information: Fees: Building Valuation 134000 Building Permit Fee 1,184.15 #of Heat Pumps 1 Plan Review Fee 769.70 #of Bathtubs 1 State Building Code Fee 4.50 #of Water Closets 2 Mechanical Permit Fees 74.70 #of Lavatories 1 Plumbing Permit Fee 62.00 #of Kitchen Sinks 1 Total Calculated: 2,095.05 #of Ventilation Fans 2 Deposits/Receipts: 0.00 #of Gas Piping 1 #of Gas Water Heaters 1 Total Due: 2,095.05 #of Hose Bibbs 1 #of Range Hoods 1 -11 i1} �^I F: l:a. IA I'••,1 I,,I 1..•, 1 I I lil nn 1_,. ;?s i i i ITl 1 1:f -.a it. ix! THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAY , OR if; CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER W01# IS COMMgNCEQt Il HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRtCT.ALL PI OVIS0-4 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OI4`'NOT,'::TH GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE R CANCEL THE PROVISIONS OF ANY OTHEF eTAT :QI3 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRU ION. f -w 1. ryi 1�I I`1 -F• I_I I 12gLOW— Crt I`.11 11 i r1 p.,} SI NATURE F OWNER OR AUTHORIZED AGENT ISSUED BY ;_pj '.ri :a;1 •_1T 1 . . . In r46` Residential Building Permit Application City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 I SITE ADDRESS: ifI 0 0 Oa ,k o f CONTRACTOR f/ 0 Applicant PROJECT PROJECT DESCRIPTIONEY, I 1 '�} Namel� �'oPoro .- , K� 4 Cif. t i l b l" Fi---, !(09 PAf'-o i PW Address �' City/State/Zii CTEQ bg 2 2 4 Phone3bo'70 -?.`f-t ?FAX State License# Exp PARCEL NUMBER ?58 2- '4 City of Anacortes Business License:j'Yes ❑No PROPERTY OWNERS� 0 Applicant LEGAL DESCRIPTION Name)L ff t,M•t'A Address I Dl 54 Y Fi City/State/Zip haMi WA 935224 PROJECT VALUATION PhoneI:U— O 4 q FAX I ! P®0 L- ` { Number of Dwelling Un}'�s E-Mail Address t)k r lo',c I I ' `° Number of Stories Building Area: ❑Architect,l1"D ee,sigiiner ❑Engineer❑ Applicant 1t Floor 1 3 -7 s.f. 2nd Floor r 0 i s.f. Name 1 ``M' . L 3`d Floor s.f. Basement s.f. Address SIDS -LuJ( V12--q ge s.f. Carport �7 s.f. City/State/Zip- o A t 6� Deck s.f. Lot Area 24 4+ , -� 60- 1-�3�3� FAX S'�o l , ,_ ,. L' . -- Phone '�pv��Tq �. � t �� � .k� E-mail AddressiMati ;9@ Wort'1.e\ ,: APR 0 9 2g111 '` ii... CO AcT , pplicant LENDER i.y�{c;.,r a� L, LENDER INFORMATION MUST BE PROVIDED FO m ?TS• V bQO •ae•a.e--. Nam ��1 I`� IN VALUATION PER RCW. Address 1\ti ck ,t -6i> Ale, Name RAOL Qs iveiv.' City/State/Zi /L j Address Phone i) [�g— .`ci FAX City/State/Zip E-mail Address j)1011 h0ONT 1140I 1 Phone No. CONTINUED ON THE BACK Eid....,;›,-.4_ ` /It 2 Residential Mechanical Fixtures Fuel Type Natural Gas 0 Electric 0 Wood 0 Propane Gas 0 Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU / Clothes Dryer f Boilers/AC/Heat Pump Gas Water Heater Gas Outlets o2- Gas Fireplace0 Ventilation Fans r • Fireplace Insert Stove,Appliance / Other Units Range Hood / Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet ,)� Clothes Washer (4,, Bathtub � Electric Water Heater Shower Utility Sink f Dishwasher 0 Hose Bibb Hand Sink / Water Piping Kitchen Sink wiDisposal j Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH 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 TES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. p � AiL 9o /1. APPLICANT'S SIGN URE DATE t Last Updated Nov:9,2012 Structural Calculations for the 1109 Dakota - Garage City of Anacortes OFF tIm " " t' W014/ lets /op r • - t' -•C2 • ": 17 tz7 p 31811 f6,1 r affirfil .! APR 0 9 2014 By: X-SOUND ENGINEERING P.O. Box 1265 Freeland, WA 98249 (360)331-3113 Job No. 6088 Oct Ni o ‘ � -A I —_ - fT4 2w I i �- Pei • s--- fit_ 31 -,,r, 1 J--, S-- S 1 1 s 1 � i 11 CD 1\1 1 O m C. ,�.�. Tom} L H 91 oa • - deTh • d co a } t NJ -NJ — 3 • • • Nt . ..- J it Nt 0 0 E h LIN T ! Ij r1 a ' ` . ` J t/ fl It t! 11 Ui 1r ill Q. 1 is _ rt , �1 .� �iv` 1 ; . . . . r nL V .4r �. �' E_ -„-. zQ 04 • - • r + -f-› iir): -4.-tm. .4, _ ! LA A , t ,N.}, Is, i It Z -- • - - -.r --Pt v. - N a L r y� c• t< C) c 4n1 0w � °' Mrr t� r., �t % 4 ! Z Tc7r ....) 0 ti 1.1 c\c; y NNI (sr • f 4. 0' , 0 eci @ cv, co . 1 • •-+ .. 1--- k 1--- '4\ ik ,, 6 . . . . . . . . , . '�aoo 22 Iwtc rnati m-Dall lauFl an: Code/ Chapter ,6 Job No. 1 6088 Project Name' 1109 Dakota - Garage Floor (1,2,etc) 2 © Geoff Tapert, 2012 - MI rights reserved Jurisdiction City of Anacortes Date: 4/4/14 11:34 i By: ACT , Design Information Floor Live Load 40 psf Roof Live Load 25 psf Ground Snow Load 25 psf Basic Wind Speed (3-sec gust), (mph) 85 mph Seismic Design Category D Table 1613.5.6(1) Site Class r D Table 1613.5.5 Snow _ , Flat Roof Snow Load, Pt (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 (No Reduction) Wind Importance Factor, Iw 1.00 Building Category _ B Applicable Internal Pressure Coeff Building Height 14.33 'ft Eave Height 10 ft Longitudinal Width 1, W1 _ 32 ft Transverse Width (Gable End), W2 22 ft a _ 3 ft Roof Rise in 12in 4 in Roof Pitch, (deg) 18° x 1.00 ps30 ps = XIwps3o Zone A 14.4 14.40 psf Zone B -4.8 10.00 psf Zone C 9.6 10.00 psf Zone D -2.7 10.00 psf Longitudinal Wind Base Shear, V = ZpsDH 3,157 # Transverse Wind Base Shear, V = EpsDH 4,851 # Longitudinal Components and Cladding Area pnet30 pnet = ?,Iwpnet30 Zone 1 (+) 0 0 0.00 psf (-) 274 -11.9 -11.90 Zone 2 (+) 0 0 0.00 psf (-) 392 -14.1 -14.10 Zone 3 (+) 0 0 0.00 psf (-) 76 -19.7 -19.70 Zone 4 (+) 195 11.1 11.10 psf (-) 715 -10.8 -10.80 Zone 5 (+) 195 11.1 11.10 psf (-) 715 -10.8 -10.80 Transverse Components and Cladding Area pnet30 pnet = XIwpnet30 Zone 1 (+) 137 4.2 10 psf (-) 137 -11.9 -11.9 Zone 2 (+), 196 4.2 10 psf (-) 196 -14.1 -14.1 Zone 3 (+) 38 5 10 psf (-) 38 -27.2 -27.2 Zone 4 (+) 260 11.1 11.1 psf (-) 649 -10.8 -10.8 Zone 5 (+) 195 11.1 11.10 psf (-), 715 -10.8 -10.80 Overhang Length 2.00 ft Overhang Area i 64 sf Roof Overhang Zone 2 - -20.1 psf Zone 3 , -17.3 ,psf I Earthquake Seismic Importance Factor 1.00 Seismic Use Group I Mapped Spectral Response Acceleration Ss 1.25 Figure 1613.5(1) S1 0,4 Figure 1613.5(2) Site Class Specral Response Coeff Fa 1.00 Table 1613.5.3(1) SDS = 2/3(Fa)(Ss) 0.83 (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 19,200 # Design Base Shear, V = 1.2SosW/R 2,954 Redundancy Factor, p 1.00 E = pQE + 0.2SosD 6,154 Seismic Response Coeff., Cs = SDS/(R/I) 0.13 Response Modification Factor, R 6.5 Analysis Procedure Used Simplified Shear Walls Longitudinal Design Base Shear 6,154 # (Seismic Controls) Wall Line 1 Total Length of Walls 24 ft Trib. Area % 50 V/ft = 128 plf SW-1 Wall Line 2 Total Length of Walls 1.8 ft Trib. Area % 50 V/ft = 171 plf SW-1 Wall Line 3 Total Length of Walls ft Trib. Area % V/ft = 0 plf Wall Line 4 Total Length of Walls ft Trib. Area % 0 V/ft = 0 plf I Transverse Design Base Shear 6,154 # (Seismic Controls) Wall Line 1 Total Length of Walls 14 ft Trib. Area % 50 V/ft = 220 plf SW-1 Wall Line 2 Total Length of Walls 22 ft Trib. Area % ( 50 V/ft = 140 plf SW-1 Wall Line 3 Total Length of Walls ft Trib. Area % V/ft = 0 plf 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. Overturninci v` H P = HV Straps SW-1 9 1,154 MSTA30 SW-1 SW-1 9 9 1,538 MSTI36 H 1,978 MSTC28 OR LSTI73 SW-1 9 1,259 LSTI49 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. 1 I 2012 International Building Code, Chapter 16 Job No. GOBS 1 t Project Name' 1109 Dakota - Garage Floor (1,2,etc) 1 © Geoff Tapert, 2012 - All rights reserved Jurisdiction City of Anacortes Date: 4/4/14 11:49 By:, AGT , Design Information _ Floor Live Load 40 psf Roof Live Load _ 25 psf Ground Snow Load 25 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 S_now - Flat Roof Snow Load, Pf(psf) 25 psf - Snow Exposure Factor, Ce - 1.00 Table 1608.2 Snow Importance Factor, Is 1.00 t Thermal Factor, Ct - 1.00 Wind _ Basic Wind Speed (mph) 85 mph (No Reduction) Wind Importance Factor, Iw 1.00 Building Category r B Applicable Internal Pressure Coeff Building Height _ 24.33 ft Eave Height _ 20 ft Longitudinal Width 1, W 1 _ 56 ft Transverse Width (Gable End), W2 - 22 ft a _ 3 ft Roof Rise in 12in 4 in Roof Pitch, (deg) 18° X 1.00 ps30 Ps = Alwps30 Zone A 14.4 14.40 psf Zone B -4.8 10.00 psf Zone C 9.6 10.00 , psf Zone D -2.7 10.00 psf Longitudinal Wind Base Shear, V = EpsDH 5,621 # Transverse Wind Base Shear, V = EpsDH 14,155 # Longitudinal Components and Cladding Area pnet3o pnet = kIwpnet30 Zone 1 (+) 0 0 0.00 psf (-) 527 -11.9 -11.90 Zone 2 (+) 0 0 0.00 psf (-) 696 -14.1 -14.10 Zone 3 (+) 0 0 0.00 psf (-) 76 -19.7 -19.70 - Zone 4 (+) 355 _ 11.1 11.10 psf (-) 2355 _ -10.8 -10.80 Zone 5 (+) 355 - 11.1 11.10 psf (-) 2355 -10.8 -10.80 Transverse Components and Cladding Area pnet3o pnet = Mwpnet3o Zone 1 (+) 264 4.2 10 psf (-) 264 - -11.9 -11.9 Zone 2 (+) 348 4.2 10 ,psf } (-) 348 -14.1 -14.1 Zone 3 (+) 38 5 10 psf (-) 38 -27.2 -27.2 Zone 4 (+) 1000 9.7 10 psf (-) 1709 -10.8 -10.8 Zone 5 (+) 355 _ 11.1 11.10 psf (-)t 2355 _ -10.8 -10.80 Overhang Length 2.00 ft Overhang Area 112 sf Roof Overhang Zone 2 -19.8 psf Zone 3 -10.0 psf I I I Earthquake Seismic Importance Factor 1.00 - Seismic Use Group _ ► Mapped Spectral Response Acceleration - Ss I..25 Figure 1613.5(1) i 1 S1 - 0.4 Figure 1613.5(2) I l Site Class D I Specral Response Coeff _ Fa 1.00 Table 1613.5.3(1) SDS = 2/3(Fa)(Ss) 0.83 (eq 16-39) Fv 1.60 Table 1613.5.3(2) SD1 = 2/3(Fv)(S1) - 0.43 (eq 16-40) 1 Seismic Design Category - D Table 1616.3(1) Basic Seismic-Force-Resisting System(s) - Shear Walls Weight of Struct. Above, W - 46,640 # Design Base Shear, V = 1.2SosW/R _ 7,175 Redundancy Factor, p 1.00 E = pQE + 0.2SosD ` 14,949 Seismic Response Coeff., Cs = SDS/(R/I) 0.13 I Response Modification Factor, R _ 6.5 Analysis Procedure Used Simplified Shear Walls , Longitudinal Design Base Shear _ 14,949 # l (Seismic Controls) _ Wall Line 1 Total Length of Walls 43 ft 1 Trib. Area % 501 V/ft =_ 174 plf SW-1 Wall Line 2 Total Length of Walls 29 ft Trib. Area % I 50 V/ft = 258 plf SW-1 Wall Line 3 Total Length of Walls ft ' Trib. Area % V/ft = _ 0 plf Wall Line 4 Total Length of Walls ft Trib. Area % 0 V/ft = 0 plf Transverse Design Base Shear 14,949 # (Seismic Controls) Wall Line 1 Total Length of Walls 22 ft 1 Trib. Area % I 331 V/ft = 224 pif SW-1 Wall Line 2 Total Length of Walls 22 ft Trib. Area % 33 V/ft = 224 plf SW-1 Wall Line 3 Total Length of Walls 4 ft Trib. Area % 5 V/ft = 187 plf SW-1 Wall Line 4 Total Length of Walls 16 ft Trib. Area % 29 V/ft = 271 plf SW-5 Shear Wall Schedule Wail Sheathing Nail Size 'Nail Pen. ' Edge Spacing r 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 I 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. Overturning V` H P = HV Holddowns rl SW-1 9 1,564 LSTHD8/R3 OR STHD8/RJ OR HD2A SW-1 9 2,320 STHD8/R3 OR HD2A H SW-1 9 2,018 STHD8/R3 OR HD2A SW-1 9 2,018 STHD8/RJ OR HD2A SW-1 9 1,682 LSTHD8/R3 OR STHD8/R1 OR HD2A P SW-5 9 2,439 STHD10/Rl OR HD2A 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. PROJECT INFORMATION: I Project Description: Addition to Existing Single Family Resldenco Tllto Holder. Paul Reisman d raftig , 1109 Avenue Anacodes. Wosh'ngton 98221 & deS n-L Lc Contact: Foul Reisman ph 3607080149 TRUSS PER PLAN '" S ' em vvoodstockconslnlclloneholmdLcom Ii, 1 • ARCHITECTURAL COMPOSITION ROOFDIG Project Location: 1109 Dakota Avenue 301 FELL INTERWOVEN Anocorlos,Washington 98221 I/?OSS SHEAIH'NG Jonathan Richards Skagit Counly 5105 SWORD Dlvo Anocales•Wm/Rap/on 9a221 Parcel Number. P56284 .-VENT MFRES BETWEEN TRUSSES •. / W/ XtXMMUM AIR GAP ph 3{a311,aall ea 4 P. 4 . - J a -VENTED StOCXING ern pa c.jIanlodcaa BEIWEFJI TRUSSES PLYWOOD EYPOSEDSOFRI Project Description: -- 2X CEDAR OR ; -- ' (� •�-V. - SPRUCE FASCIA Addition To Exlsing Single 1 " :,. Family Residence ;tf, 1 PER ROOF PLAN 4 WI i ON % Plan Information: DO / 1 •ILI Existing Residence 1983 SF IP PEA TRUSS - Y Proposed FL2 704 SF New Total Healed 2487 SF Proposed Garage 1296 SF Proposed Covered 224 SF X10 HEADER tot 26812 SF r z W 13 we W to I___. - R YlAII�- I_ __ 0 +PLANE 1:---= 1 u LPLA1E 1_�- . IRO C. I_ - (LIr L a -__ N .�+ I=� N IRSYSTEM (�I-- CO 0. +EARIWG -==t Oa* 0 cS- C O • nGe 1 o .X de ' u C- 1\/ \i\1\1 0 c o • No PSUMUD c� SIii 1 • . Gi 't c • ' I; ,, •N a ® a r D M 0 re Pl '- - • ii? e _ C y_' - - 1 e - - 7/16•GSA.SHEADENG RevIdons: SHEAR WALL SCHEDULE ER CODE" `~ 151BUILDLVG PAPER HARDHAP SUNG I=_:: Print Dale 3/19/14 r_L ,V`B L- =w --2X6 PRESSURE IREAIED SRL Vc C J VII1/7 x le'ANCHOR BOLTS C 48.O-C, 15/32 in . OSB with d @ in. O.C. "` - W, I„ xTkXPLWASHERS CC��,, • • \• n• -WASH GRADE 12" O.C. Field (V = �'"7 CAbs/i• • ••• • -o Index: 1 SRe Han A1.0 r— — ---C FOUNDATIONWAII Project Intormo1on A1.1 - W/ IllT4HOR.TOP REM Floor Plan A1.1 0 II VERT.RERe 4B'O.C. Floor 2 Plan Al.l 15/32 in*. -. OSB with d @ �n • O1C' M-- 1IGMUNIESTORMORAU' Foundation Plan A2.1 _ • , e, 2nd Floor Framing A2.1 -! =DRAe:AGE GRAVEL Root Han A2.1 12" O.C. Field (V = EBARR - • s Elevations Aal �1 I Ibs/f " • - tDIA,FOUNDATION HIED l Building Section Aat • -• • • FOUNDATION DRAIN *NOTES: 11 Section Scale: 3/4 1• Project Information 3/8" or 7/16" may be used in lieu of 15/32" if stut Floor Plan Floor Plan O.C. or sheathing applied horizontally and stags Wail Section If V>350 Ibs/ft, provide a minimum of a 3" nomir and 3" nominal member at vertical seams, unles D approved. Stagger nailing in both cases. . Ancl washers to be 3"x3"x1 /4" or better .-fit LOT COVET','AGE. EXISTING BUILDINGS AREA 4390 SF .,..._,..0.,,,,, , PROPOSED BUILDING AREA 1296 SF --- PROPOSED COVERED AREAS 224SF TOTAL IMPERVIOUS 5910 SF ��n_S®' ® LOT AREA 26812 SF ��.�® vli � / 4 LOT COVERAGE 22% ® \ ='� / oTit TESC NOTES: '` / Z \ i, 1. EROSION CONTROL TO BE MAINTAINED WITH THE �..- / m USE OF A SILT FENCE ALONG THE LOWER GRAVITY / a \ LIMITS OF CONSTRUCTION.SILT FENCE IS TO BE / O \ ANCHORED IN A TRENCH FILLED WITH ONSITE SOIL 0� / 1 it.rc e o®BQs 2.ALL SPOIL SOILS TO BE HAULED OFF SITE. o% p31707 4 3.ALL CONSTRUCTION VEHICLE TIRES TO BE (BRUSHED �0 S>% `-- 3q AZ; \ NOT WASHED) FREE OF DEBRIS BEFORE LEAVING THE c SITE. \' 2�(2 \ 4.THE CONTRACTOR SHALL KEEP OFF-SITE STREETS \ I CLEAN AT ALL TIMES BY SWEEPING.WASHING OF •®�\ Np \ bQ \ THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR • • \ bS' APPROVAL. °� QE���\NF \ \ r \ QR® 0 Silt Fence \ TIGHTLINE CONNECTION FOR DOWNSPOUTS AND FOOTING ?Ii" - DRAINS TO EXISTING RESIDENCE [1109 Dakota] _.- \ ,i4c:b>i ' ,7:\ ......, „, viele-ro \ri-- \ \ 1 ...., .... cp_ G.'.... .- . 404,)0. \ \ \ \ I#f, \ 4C'e..10. 401.i,/0"/ 0 .0 \ \ ÷e.Q. 4 t \0 1.6 11 \ \ \ \ \ cp. \ bb 11:Q� arcel "A" ` \ \ \ 11 ���' P58284 - \ \ \ / ,o O\ `/ ` Silt e��e �°J,, Gt�� / TEMP SOIL ,�s j \ mod , STOCKPILE ++ a, \ ` AREA j \ \ \ ...,,\ \ \ a D \ A, \ • \ Lp t \ Q Carpo ( �, �\ Crr;*orr \ \ 0 \ ., L282O Oakes] Sete°G� 2p & tQ O \ \I \r ? ® �� � \ y evae CI 0 10 30 SO Scale: 1"=20' PROJECT INFORMATION: 3Z-0' 24'-0" Shear Wall Schedule: HOLDDOWN Schedule: Project Description: Addition to Existing Single Family Residence 810' - 14 0 / 6'-9 1/2" / 7'-3" _ 3'-11 1/2" / 12'-103/4" - - _ _ - 11'_1 1/4 -- - - ,,,, „ J X 'fir 015/32"OSB WITH 8d @ 6"O.C. EDGES, I STHD8 OR EQUIVALENT Title Holder: Paul Reisman g 1 I A 1 B O C O 12" FIELD (V=258 LBS/FT) drafting na Dakota Avenue \ aOA \ O 15/32" OSB WITH 1Od @ 6"O.C. EDGES, Q� p Anacortes, Washington 98221 c = 12" FIELD (V=271 LBS/FT) & design Contact: Paul Reisman N / (Water 1 ph 360 708 8149 coo eater/ em woodstockconstruction@hotmail.com o �_ " FAN NOTE: 3/8"OR 7/16"MAY BE USED IN LIEU OF Project Location: 1109 Dakota Avenue 9 \ g �_ _ Powder f_ �) a: 15/32" IF STUDS ARE 16"O.C. OR Anacortes, Washington 98221 8'Ceiling '7 ,Y/,(/ P. O P SHEATHING APPLIED HORIZONTALLY 2'-3 I/2" Concrete 'X P Jonathan Richards Skagit County ¶w __ / / O Na PROVIDE AND GMIN MUM OF A 3ERED. IF V>350 BS/FT 5105 Sterling Drive // v O Anacortes,Washington 98221 Parcel Number: P58284 �� y pig ✓ f3o MEMBER ANOMINAL TVRTPCAL SEAMS,OUNESSLgzi v- � r— �� L'�jrr� V OTHERWISE APPROVED. STAGGER ph 360.391.0832 em Jonathon 59Qhofmail.com g _------- 5_125x16.5 GLAM_----- NAILING IN BOLT WASHERSTH TO BE 3�SX 3NXHOR OR Storage Garage /'/ /�� � ��y i - �//,, /' - I 8'Ceiling 8' Ceiling k - \ BETTER. � / � / /,/,// / / /�/ /. 9 Concrete Concrete 0 Workshop Project Description: /' / //'// " / "/// //�/ / / , ;/ // /- / '// i /, //j / , _@ a Open Ceiling Addition To Existing Single / —a—i Concrete TRUSS PER PLAN Family Residence / P ;JD ARCHITECTURAL COMPOSITION ROOFING / o m 30# FELT INTERWOVEN �� arwiae® m CO 1/2"OSB SHEATHING / / / VENT BAFFLES BETWEEN TRUSSES �� / Plan Information: W/ 1"MINIMUM AIR GAP / 4x10 Beam ____ 5.125x16.5 GLAM �_ VENTED BLOCKING Existing Residence 1983 SF / ,/ D SOFFITRoof Connection 1ISi ;ra0mT A8070\ O A 2. o 3 / \ Wrapped Co umn Supports O Work Bench =I PER ROOF PLAN 7 \________ ___ 4x10 Beam R-49 BLOWN-IN --T-.— _ INSULATION OD O } 5/8"GYPSUM LID - 1 (HI) HURRICANE CUP PER TRUSS -- '�t /, , � - a) 4 b' - 5'_2„ q,_4„ 2,_B„ 8_3 3 1 1/2" 3'-11 1/2' 4'-2" 3'-10" B.-0,. 8'-0„ .. / . f ' 4010" 60" h %j I fi-_ _----- __-_. - -- ----__ _ . _. �_._ -. _ _ __/ TYPICAL 4X10 HEADER D • — .... Floor 1 Plan 2a1 �; a0 / d 0 2 5 10 FLOOR PLAN NOTES: I N N e Scale: 1/4" = 1' . L. 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO • *Y . o 4 O� O G i STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE _ C e�` 13'-0" 6'-1 3/4" 10'-7 3/4 2'-2 1/2" CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE Res d . .. - - / - /- DRAFTSMAN FOR FURTHER INFORMATION. sue" } oa Ilk `Si \ _\ 2. ALL WOOD IN CONTACT WITH CONCRETE (BOTTOM PLATES) H •� 0 1 0 G. w x �� p 1 \ r 1 \ MUST BE PRESSURE TREATED MATERIAL. USE CORROSION 2x6@ Ia o.c.EXTERIOR WALL �� tn o 0 V % , ' I aalr RESISTANT LUMBER. ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 W/2X6 BOTTOM DOUBLE 2X6 TOP PPLATE LATE 1581 _' O O , _„x -•ry . �, P.,.,.., s< ' ,�. o O ' STUDS AT 16' O.C. AND SHEATHED WITH 1/2 OSB PLYWOOD OR �� N I/ //� - \ © Bathroom - Dn BETTER WITH 15# BUILDING PAPER. ALL INTERIOR WALLS ARE 9 1/2 ul FLOOR SvsTEM ��' C! ‘,. `1 \- FRAMED WITH 2X4 STUDS AT 16"O.C. AND SHEATHED WITH 1/2" w TH 3/4 TaG SHEATHING �4 i co = FAN 8'Ceiling ry v az•wlae ��� Tile �� GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. c,* / /'; F ,� 3. CONFIRM ALL DOOR, WINDOW, FIREPLACE, AND OTHER II �� ClosetL Storage , ��/, , ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO L .� _ 0 \y/ WALL CONSTRUCTION. ALL VERTICAL GLAZING TO HAVE A \ - r 2868 ATICAOCeSS . a — a.. U-FACTOR OF 0.30 AND TO MEET TEMPERED REQUIREMENTS. iil , 6068 a _�I Ovir 0 e CO/Smoke / / � , 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM �s digqr'i .ram Smoke co Detector \ WITH BATTERY BACKUP ON OR NEAR THE CEILING OF EACH X W O 0 FLOOR AND IN ALL BEDROOMS. CARBON MONOXIDE (CO) I V N LI g a 4: N N Detector Rec Room .� a a r� ALARMS TO BE PLACE OUTSIDE BEDROOMS. 5/8"GYPSUM LID / / �i ; �" / c' 8' Ceiling - W -„ a / o Carpet �� 5. PROVIDE EXHAUST KITCHEN FANS AT MIN OF 100 CFM AND ��lre li 8 E �'/ ' �'/ // I BATHROOM FANS AT MIN OF 50 CFM. FANS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND TO BE VENTED TO THE c ` - 2 y Bedroom OUTSIDE OF THE RESIDENCE. MAINTAIN 3FT CLEARANCE OF VENT •" ® 5 0 _ O -� .� _/ 8'Ceiling o 4 DISCHARGE TO ALL OPENINGS (INCLUDING INOPERABLE). D I p //� G Carper Kitchenette .• ., LU EL ,. / 8'Ceiling 0 ei °, ' +. p / Q Vinyl ( •r �. CA STA RS BE TH /// y ao 6 LENIGTHOAND`713D/4' MAXWN RISEN PLAN WITH 10"MIN RUN TREADSND RIS RISERS NOT t ;: Revisions: �/ 3 it TO VARY MORE THAN 3/8" FROM ONE TO ANOTHER. MAINTAIN �I` Print Date 4/7/14 - / / 0 MINIMUM 6'-8" HEADROOM. PROVIDE CONTINUOUS HANDRAIL , l)N � lij G ON AT LEAST ONE SIDE OF RUN. SEE DETAIL. n s v y b C.Cq -, fa b d m d ,I VIDE FULL BEARING R ALL INT D LOCATIONS /// \ O F O 0 � O 7 (BEOAM & HEADER ENDS). OLEID BLOCOKINGL TO BEPROVIDED o �', H (ntw > / 0 �'-0" ABOVE ALL BEARING WALLS AND BEAMS. ¢ F, tp tl _ it �_ 8. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING ;0y wait taN g //' / / 32' 0" ° / / j k HOLES AND ANY OPEN AREAS. ovilils' Site Plan A1.0 r 1 1/4"DIA. MIN TO 2" DIA.MAX / / #) CONTINUOUS HANDRAIL - Project Information A1.1 _ 9. MATERIALS TO MEET THE FOLLOWING GRADES: 7/16"O.SB.SHEATHING Floor 1 Plan A1.1 INSULATION PER CODE ellip-OI 15# BUILDING PAPER Floor 2 Plan A1.1 / / Floor 2 Plan TERMINATE HANDRAIL HEADERS TO BE 4X10 HF#2 UNLESS NOTED OTHERWISE. �� HARDI-LAP SIDING Foundation Plan A2.1 h. F. GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. �� 2nd Floor Framing A2.1 �// / / a41, (.. AT NEWEL POST DOUBLE JOIST /�% 0 2 5 10 COLUMNS TO BE DF#2 OR HF#2. Roof Plan A2.1 /j A STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, ojoi Elevations A3.1 // ! Scale: 1/4" = 1' Z =:'y 4"CONCRETE SLAB W/ 1/2 Building Section A3.9 OR SPF. 2X6 PRESSURE TREATED SILL "X 10"ANCHOR BOLTS @ 48"O.C. � - �j �� 10. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS �I W/ 1/4"x 3"X 3"PL WASHERS / WINDOW SCHEDULE w ��0�� OF THE WSEC. INSULATION VALUES AREAS FOLLOWS: el ►_G 1 CEILINGS R-49 OR R-38 IN SINGLE RAFTERS.. FINISH GRADE / VERTICAL GLAZING U-FACTOR: 0.30 C - a EXTERIOR WALLS R-21 Project Information �/ �/% ID Size Description Qty JOIST FLOORING R-30 Floor 1 Plan ���� ��� � � '�� z 10"MIN TREAD CONCRETE FLOOR R-10 (2 FT. AT PERIMETER EDGE a"FOUNDATION WALL Floor 2 Plan 7/ . A 3-0 x 3'-0" Casement 2 / / HANGERS w 1 #4 H T P Wall����� / ��� /, _ / O OR. O REBAR Section ����� /� �/� ��� �� B 2-0'x2'-0„ Awning 1 w� / / . / / , #4 VERT.REBAR @ 48"O.C. C 5-0'x 2'-0" Horizontal Slider o 11. REFER TO AND IMPLEMENT ENGINEERING PRIOR DE D 6-0"x 3'-0" Horizontal Slider ¢ CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE • L 1 TIGHTUNE STORM DRAIN (3) 2X12 STRINGERS 16Dc8"FOOTING E 2'-0"X 3'-0" Single Hung / \ CONSTRUCTION PLANS. W/(2)#4 HOR.REBAR ~�DRAINAGE GRAVEL "o #4 VERT./HOOK REBAR 1 F 5'-0"X 3'-6" Horizontal Slider 3 �� •: 4"DIA.PERFERATED G 3'-0"x 3 0" Horizontal Slider L_� FOUNDATION DRAIN Al • 1 H 3'-0 x 1'-0" Horizontal Slider 1 n /y «//g <? I 2-0"x2'-6" Awning I Stair Detail 2X4 THRUST BLOCK ypical Wall Section Scale: 3/4' = 1 Scale: 1„= �,-0„ la'-o" ta'-o 1/2" 3'-11 1/2" 24'-0" FOUNDATION / FLOOR FRAMING NOTES: / / > - - - SIDING PER ELEVATIONS ' i #15 BUILDING PAPER 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO irlik 41 i /2"OSB PLYWOOD SHEATHING 1 \ \ STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE !� 2X6 PRESSURE TREATED SILL - L J I- 7 F T -I 1 1 DRAFTSMAN FOR FURTHER INFORMATION. drafting `i PROVIDE 1/2"X 12"ANCHOR BOLTS @ 48"O.C. Q design i EMBEDDED?'INTO CONCREtE I - & deli( n LLC ,. W/ 1/4"X 3"X 3"PL WASHERS 4"REINFORCED CONCRETE SLAB ..�-• 2, TYPICAL FOOTING THICKNESS TO BE 16"AND A DEPTH OF 8" WITH #4 CONT.TOP BAR,U.N.O. THE TYPICAL FOUNDATION WALL THICKNESS TO BE 8". SEE \ \ N DETAILS ON THIS PAGE FOR FURTHER INFORMATION. FINISH -- o. Tr, ON CONSTRUCTION JOINTS: 3 ANCHOR BOLT PLACEMENTWILL BE EVERY 48 O C AND A GRADE PROVIDE#4 REBAR @ 48"O.C. MINIMUM OF 2 PER WALL. ' I WITH STANDARD HOOK AND 14"MIN. _ Jonathan Richards I I 6 5105 Sterling Drive - - ? INTO STEM WALL j ICI Anacortes,Washington 98221 ' 9 - > -- r / 2� N 4. 4" CONCRETE SLAB WITH COMPACTED BASE MATERIAL AND 6 G _ TIGHTLINE STORM DRAIN _ o - MIL VAPOR BARRIER. OPTIONAL REINFORCEMENT WITH WIRE ph 360.39t.0832 ann® A2,1 I I 'I MESH OR REBAR. p�,T ,.% �wi N em Jonathon 59C='hotmoll.com #4 VERTICAL REBAR ter► P' meson, -- 1 f \ @ 48"O.C., U.N.O. - woe h+_ 1!;)DRAINAGE GRADE GRAVEL ' . Iiiratin _ SNI 5. 4"CONCRETE LANDINGS TO BE 1/8" LOWER THAN THRESHOLD. -�\ - -;- i; �• . °' DIA. PERFERATED SLOPE AT 1/4" PER FOOT AWAY FROM BUILDING. Project Description: � 4" o UN- ' 4 . sai -- \ FOUNDATION DRAIN :a Addition To Existing Single 8 `? N 6. ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT WITH Family Residence a (2) #4 CONT. I Co BOTTOM BARS, U.N.O. UNDISTURBED NATU +L SOIL 4 4 OR ENGINEERED FILL. CONCRETE MUST BE PRESSURE TREATED. /_ / 7. FOLLOW ALL TJI FRAMING DETAILS PER MANUFACTURER. rt � Foundation/Slab Detail LI �\ Scale: 1"= 1'- \ I E I 8. FLOOR FRAMING TO HAVE I/4" BEAD OF CONSTRUCTION o - Plan Information: ADHESIVE WHERE ATTACHED TO 3/4"TONGUE AND GROOVE \A2.11 HOLDDOWN Schedule: , 1 f �\ SUBFLOOR. Existing Residence 1983SF I Proposed FL2 704 SF L J 1-, _J M _J L_ - L �� 9. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS New Total Heated 2687 SF STHDB OR EQUIVALENT a _ m (BEAM & HEADER ENDS). SOLID BLOCKING TO BE PROVIDED I I I I. I f l\ \ Proposed Garage 1296 SF ABOVE ALL BEARING WALLS AND BEAMS. \ \ 7 . I A2.1 Proposed Covered 224 SF BEARING WALL 14-0 14'-0 1/2" 3'-11 1/2" a-0" I I 1 ABOVE PER PLAN X - if I 10. ADD AND ALIGN JOISTS TO ACCOMODATE FOR PLUMBING. Lot 26812 SF I L J " \ I I I 11. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING i a, - A2.1 I M14-t�4x4 PT Columns/Wrapped \ LI _ J \ ' HOLES AND ANY OPEN AREAS. 1/2"AB'S @ 4'-0"O.C. a L .I _J L - _J L U _J AB44 Connection ~ 24"x24"x12"Footing Foundation Plan 12. STAIRS TO BE WIDTH SHOWN ON PLAN WITH 10"MIN RUN 1 a 13'-5 3/4" 13'-4 1/2" 13'-1 7/8" - \ d 0 2 5 1I / / / LENGTH AND 7 3/4"MAX RISE HEIGHT.TREADS AND RISERS NOT fzo Scale: / 1 / ----- - - - / 16 0 / ON AT LEAST O DE OF RUN. SEE DETAIL,CONTINUOUS HANDRAIL TO VARY MORE THAN 3/8" FROM ONE TO ANOTHER MAINTAIN 40 0" MINIMUM 6' 8' HEADROOM.E SPROVIDE t 4" - ' 1 56'-0„ 1 \ f 13. MATERIALS TO MEET THE FOLLOWING GRADES: p C 1'-4"OR PER PLAN 3 HEADERS TO BE 4X10 HF#2 UNLESS NOTED OTHERWISE. 0 (2) #4 REBAR CONT. ., GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. = 9 P q p 7 1-, COLUMNS TO BE DF#2 OR HF#2. U V STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, a) 4- D • -Le OR SPF. N t Interior Thickened Slab For BW Scale:,"= ,'-0" ; __ _ _ _ __- _ _ ___ _ _ _ > N in \2 , / _ 1 4- - 14. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS co C -- - - - - - - - - _ _ _ _ I OF THE WSEC. INSULATION VALUES AREAS FOLLOWS: ' L_- -- {_ CEILINGS R-49 OR R-38 IN SINGLE RAFTERS C 0 EXTERIOR WALLS R-21 0 `6 I JOIST FLOORING R-30 PRESSURE TREATED POST PER PLAN E E CONCRETE FLOOR R-10 (2 FT. AT PERIMETER EDGE) Cil C 0 d. 0 15. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO y OR SIMILAR AB66COLUMNBASE - --- - - - - - - - - _ - - __________________________ - U - 5.125x16.5 CLAM ����� CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE 0 0 OR SIMILAR - @- - - _ CONSTRUCTION PLANS. 0 -\ FINISH a o [GRADE o 3 3 \ m o N o r = cal 8"SONOTUBE - o - m - - - - - - - - -m - - - o 0 ? t N - ry --� -- '. FOOTING PAD T -r .- -- 0 a E 0 to PER PLAN 1 C •r \_._ - \.. -_ --� _� l PER PLAN (24"TYP UNO)' ____ 4x10 Beam ___ _ I - ______________5_725x16.5GLAM -----_----------- ROOF PLAN NOTES: CD} i / 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO a. - - - - - - -- -�--- - - STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE o rim I CONTACT THE OWNER, GENERAL CONTRACTOR, OR THE o / 3\ Sonotube Exterior Column Support Scale: 1"= 11-0" -�F-- ____ _ _ - _ _ _ DRAFTSMAN FOR FURTHER INFORMATION.I. 4 E \A2.12 I 6x12 Beam , c I 2. FOLLOW ALL TRUSS FRAMING DETAILS PER MANUFACTURER. I I IT I 3. ROOF TRUSSES TO BE SHEATHED WITH 1/2" O.S.B. AND PLYWOOD a- 4x10 Beam I L -i SHEATHING ON SOFFITS WITH 30# FELT AND COMPOSITION d TRUSS PER PLAN ---------' '-'---'-'-'---'"-0'-'---'-'-'----- ---------------{ J ROOFING. CEILING LID TO USE 5/8"GYPSUM WALLBOARD. Revisions: ASPHALT SHINGLE ROOFING ~S. 30# FELT INTERWOVEN d Second_ FloorFraming4. PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE Print Date 4/7/14 SPACE, AND CONTINUOUS RIDGE VENT PER 2012 IRC.TOTAL NET 1/2"PLYWOOD SHEATHING 0 2 5 10 FREE VENTILATION AREA SHALL NOT BE LESS THAN 1 TO 150 OF I DS IIII1I I I DS THE AREA OF THE SPACE VENTILATED. VENT BAFFLES BETWEEN TRUSSES L _ - � y T - T - r - r - r - II. I I 1 - -7 - -7 - -7 - W/ 1"MINIMUM AIR GAP r 11 I Scale: 1/4" = 1' I I I I 5. ALL ROOF PITCHES ARE TO HAVE A 4/12 SLOPE U.N.O.. SEE I 1 I I I 1 1 VENTED BLOCKING BETWEEN TRUSSES r I I I I I I I ELEVATIONS. PERFORATED HARDI-SOFFIT i 4 1 6. PROVIDE ATTIC ACCESS THRU 22"X30"MIN OPENING ATTACH TO UNDERSIDE OF RAFTER A2.1 - I 2x12 Rafters @ 24"O.C. I I WITH REMOVABLE PANEL. FRAME WITH 2x12 MEMBERS. Index: TRUSS ROOF TO BE ENGINEERED BY - 7I I I Site Plan A1.0 TAILS BLOCK ON GABLE ENDS I r TRUSS MANUFACTURE. TRUSS PLAN Project Information A1.1 TO BE SUBMITTED TO CITY PRIOR TO �.T,ic I 1 \ 2X CEDAR OR SPRUCE FASCI L I�, �I I 7. ALL OVERHANGS TO BE 18" U.N.O. Floor 1 Plan Al.l 1111111111 I11111 , INSTALLATION. - -I /J-� A,CGESS t_ _ _ _ _ - - ll U 1V/// I� 1 I 5.12 I CLAM 1 I Floor 2 Plan A1.1 �� r r __ 2ndFoundation Floor Fra an A2.1 I ■ lir I 8. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUDING 2nd Floor Framing A2.1 '�,�,�,�,�,�,.'�II \ 5"CONTINUOUS I Roof Ridge Line with Vent _l • METAL GUTTERHOLES AND ANY OPEN AREAS. Roof PlanA2.1 ' -oI 1 Elevations A3.1 ►� Lira) L L-_ __/ I I I I I I 9. MATERIALS TO MEET THE FOLLOWING GRADES: Building Section A3.1 Manufactured Trusses @ 24"O.C. I PER PLANwag I o I I I I HEADERS TO BE 4X10 HF#2 UNLESS NOTED OTHERWISE. o 0-44111. O O c GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. INSULATION PER CODE01-00111111 a COLUMNS TO BE DF#2 OR HF#2. ► 4i o STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2, HF#2, SIDING PER ELEVATIONS I I 1 ' S.125x18 GLAM_ I 1 1_ 1 _ 0 OR SPF. Foundation Plan 1.1111w-4 __ 4x10 Beam1-011110 _ _t- 2nd Floor Framing Plan 1.1110-4 / _ - - - Roof Plan HURRICANE CLIP PER 1I I I I I Shed Roof I I I I TRUSS H1 OR SIMILAR) 411111110"-00 I I I 10. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS ( I Shed Roof 1 OF THE WSEC. INSULATION VALUES ARE AS FOLLOWS: set 1, Roof Ridge/Vent L - - - - - - - _ _ _ _= J_ - - -11 i a CEILINGS R-49 OR R-38 IN SINGLE RAFTERS �. I. d I. d 6 d ti K. / 1 I 12x12 Rafters @ 24"O.C. EXTERIOR WALLS R-21 'r = JOIST FLOORING R-30 4 Roof Truss Connection Scale:1"= 1'-0" o _ Roof Plan / 2x6Rafters@24"O.C. iI I I I 0 CONCRETE FLOOR R-10 (2 FT. AT PERIMETER EDGE) J_1_L_L. L_ - 4 Jr_ J� 10 / 4x10 Beam DS 11. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO A2 •ICI • CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE Scale: 3/16" = 1' CONSTRUCTION PLANS. I Top of Roof draftiin +r 4-6 3/4" & des' ti s• Lc f iZ , , , 6'-8"Header Height /' // I 1 // c/, 05eve/j j// / / / � %/ / j / � / acrfWashington 98221 /�.�/� r/ /,%i I ,/�i//ii /1 i e j/ jj/// 8'-1 1/8" ph 360.391.0832 1 I " 1 II I I II ' II I HI I 1em ion0Man_59@hoimoll.com - 1 _ I I 21 -7" i Finished Floor Project Description: J I I r 8' Ceiling Addition To Existing Single III I ! II Family Residence 1 III r 1 1I L J 6'-8"Header Height ///r of / j/1, lr ,• V,/ II`/j/ /r fir/ /��/ ��/ �� / / 8' 0'To Existing Structure // i 1 11 '.I /// / //�j//j/r / / / � �/ / �/ // j 8'-1 1/8„ jr Lill , / // Plan Information: �// / ExistingResidence 1983 SF //�� I /�% 1 // /% /D7/ 1 Az/ ///i Proposed FL2 704 SF New Total Heated 2687 SF Finished Floor 1 I I I I i : f I I T Proposed Garage 1296 SF Proposed Covered 224 SF Lot 26812 SF West Elevation - 0 2 5 10 1 I I 14"= 1' I I III I I Scale: / ;7�i �i Ili, vAt I r 1 Ill 1 C O / N/ � > N C I O� O/ I C V 1 i -------n— t 1 I I 0 V i4 CI CO +r n H I I � I O/ / / i I 8-0 T Existing Structure /I ra \ 1 1 I CI I � I I C C O OI H VENorth Elevation I I I — I y J I 0 2 5 10 tQ I_ Scale: 1/4"= 1' I\1! D East Elevation a 0 2 5 10 g r I I Scale: 1/4"= 1' c Top of Roof u f Top of Roof a a w Truss Framing - d 4'-6 3/4" 4'-6 3/4" 1 Revisions: � Print Date 4/7/14 z I6'-8" Header Height II I I 6'-8" Header Height I7.„„,.... ....c.............3/4.3/43/43/4.3/4HafterJR'A8'-1 1 8a 8'-1 1/8" Beam Per Plan II21 -7' I Index: 21 7Site Plan A1.0 Finished Floor Project Information A1.1 J 'Finished Floor 8' Ceiling Floor 1 Plan A1.1 --- Floor 2 Plan A1.1 8' Ceiling a s IF I Foundation Plan A2.1 11IA2.1 Ifir` pp�7rr��/' / // / 6'-8" Header Height 6-8" Header Height Roof 2nd FP am Framing A2.1 l // I % ,/� - _.. .. Typ Header F-' Elevations A3.1 10'-7 1/4" 1 Building Section A3.1 8'-1 1/8" 8'-1 1/8" I I 8'-1 1/8" I 4"Concrete Slab Elevations Building Section I r, Finished Floor - Finished Floor E U Typical Foundation Wall -See Detail South Elevation Building Section A3 • 10 2 5 10 0 2 5 10 I I I I Scale: 1/4"= 1' Scale: 1/4" = 1'