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HomeMy WebLinkAboutPermit File 1311 Portalis Court C.) 4iptik,A leoW CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New single family residence Location: 1311 Portalis Court Owner: Portalis LLC Constructed by: Portalis LLC Building Permit #: BLD-2014-0230 Date issued: June 4, 2014 Use Zone: CM- PUD Dated: April 24, 2015 Authorizing Official: tiP(Z.44, ,,e(oe---e.- " 1- C.- City of Anacortes Invoice/Permit#: BLD-2014-0230 "'` C.)�y..--- � ���`'i 904 6th Street Applied date: 06/04/2014 , z P.O.Box 547 Issue date: 06/04/2014 Cl f Anacortes, WA 98221-0547 (360) 293 1901 Expire date: 12/01/2015 Job Address: 1311 PORTALIS CT Permit Type: Single Family Residence Permit ANACORTES WA 98221-4049 Project: APN: P122180 Remarks: New single family residence constructed per approved plans. i Owner: PORTALIS LLC Contractor: PORTALIS LLC Address: 4819 PORTALIS WAY Address: 4819 PORTALIS WAY I ANACORTES WA 98221-4031 ANACORTES WA 98221-4031 Phone: (360) 202-6145 Phone: (360) 202-6145 License#: PORTAL*895L2 General Information: Fees: Basement Square Footage 722 Plan Review Deposit 200.00 1st Floor Square Footage 1873 Building Permit Fee 2,164.15 Garage Square Footage 506 Plan Review Fee 1,206.70 Deck Square Footage 200 Mechanical Permit Fees 114.65 Building Valuation 309000 Plumbing Permit Fee 146.00 # Forced Air Furnace <=1,000 1 State Building Code Fee 4.50 #of Bathtubs 2 Sewer Inspection Fee 50.00 #of Clothes Dryers 1 Storm Drain GFC-Residential 1,301.00 #of Clothes Washers 1 Sewer GFC-Residential 7,851.00 #of Dishwashers 1 Park Impact Fee 615.00 #of Gas Fireplace 1 Traffic Impact Fee 900.00 #of Gas Piping 1 Total Calculated: 14,553.00 #of Gas Water Heaters 1 Deposits/Receipts: 0.00 #of Water Piping 1 _ #of Hose Bibbs 2 Total Due: 14,553.00 #of Kitchen Sinks 1 #of Lavatories 4 —i -o w r xi r, --I #of Range Hoods 1 #of Showers 3 rl -41 rn ;-1 a.. -:, ,-1 1 '.I: -1- #of Ventilation Fans 4 r 1 -,- ia , if, l 1 F.,. #of Water Closets 3 1_n r', . 7- C.:i '., 4:. _: r:4 J.zi , c': - -i CJ I— r .--1 rh 1ul f. ='7 Q ... COo:' ro I r1 Y Tt .... I--" 0 I ID r,1 t, Q i1 THIS PERMIT BECOMES NULL AND VOID 1F WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAY OR OF I. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENEED.r=1Ir--, HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PR i/ISIQL4S,F; OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR VT, T EI GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER S1tATE r7+ LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -F. .F:. . 1=1 IT. cJ Ian cri ::+ .1 I +mf1 l-n i i u ".d CArt.. 1,.:1 I_� cc c: SIGNATURE OF OWNER OR AUTHORIZE AGENT ISSUED BY ry ' r' . I i • l ublic Y Y orks Engineering and Development Services Residential Inspection Address: Date: ' _ ,. - Owner: � +) L Luc Contractor: l � _ Inspected by: Y ll' ei ket t 1. Water Meter Box met firm and level to finished grade or backside of sidewalk elevation. Lid and box undamaged_ Water meter and customer shutoff installed_ Fr-rlo debris; _ eessible—no landscape obstruction_ Driveway installation has drive-over box and lid_ - Customer gate valve intact. R•rao leaks at connections. 2: Curb and Gutter o 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. • DNo low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is % inch. • - 3. Sidewalk e cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable ADA compliant_1 percent slope to curb. _ If road frontage improvements: D Expansion joints every 15,feet and at driveways. ❑ . Concrete has broom finish ' - 4. Drivewa ,Approaches No .Hicks,damage, graffiti, footprints, finishing blemishes, or other objectionable arks_ ADA compliant. `J I - I i5. Streets ❑ No cracks,.bl nishes If r 'd or alle irnprovemen : . ❑ �. dI proctor and sr eve an ysis of ballast, u „ed rock, and asphalt. ❑ -Re ed passing materials Ling reports fors rade,.ballast, crushed ro_ : ,a sphalt. . ❑ eceived to ge ticke consisten with re fired thickness per approved. fans. • 6. Sanitary Sewer inspection card signed off and/or verified in Building Department database. 1, " As-built record filed in the address file. . cap(s).installed on dean-out(s)> mean-out(s)setlat finished grade. " 7. Storm Drainage ["Inspection.card signed off and/or verified in Building Department database_ . _ rAs-built record filed In address file. [ "Not blocked or diverted to adjacent parcel. . iA. 8. Public.Utilities Out of Traveled Way ❑ • on ,rete co -r 'ciroun• Ci a ili#ies_ • ❑ Fill grading •- ❑ s_ipred to ,rior ►:+ndif n o better. ' 9. Landscape. ❑ Bonded for completion at later date. . • Verified against approved landscape plan: 4 t lnstaHation. . [ ----fype and quantity of plants. • EN--Sod or seed in place. d)- • 10.Erosion Control Measures U MPs removed. . debris removed. Site dean. . Permanent vegetation established_ INSTALLED INSULATION CERTIFICATE *NERAL PLUS Insulation, T_L "fh'o+r<!rr{L�ner-�r•E coenci and Greer edinfo+a Fur Vow-Plorne" 1108 BORSETH STREET OFFICE (360) 630-6341 SEDRO-WOOLLEY,WA 98281 GM (360) 708-3479 We certify that the following residence has been insulated with the following materials: Flat Ceiling R - 49 Exterior Walls R - 21 Floors R-- 30 Address: 1311 Portatis Ct,Anacortes, WA Certify.by , " Lot 25 Date Installed: December 9th, 2014 Title General Manager f OR-A 25 LANDSCAPE LEGEND BUILDING INFORMATION — — I NORWAY MAPLE 2 CALIPER • GAINER I. 1 —. — — —. —.—.— ACRE PLATANCIDES P RTALLO04 anL AVE.SUITE las I b —I— EIIROPEAN VM{TE BIRCH 0-10' �� AMCORTES,WA 04271 -�L o I2 PIESO BE,ULA PENDllLAtit h Sower • BUILDING I San.Saw I wr RED JAPANESE MAPLE 4--5' MSE00FC.I 1 OECAINFR-MIRRORED f rap ACR PALMANTUM-ATROPURPOREUM" LAIN FLOOR ARCH-1073 SF sBC TARO I - BAND ABllRNUM 2 GAL. O GARAGE T sAREA.3�os 475 SF gIX 16A TOTAL NNNG AREA-1]IB 3 VIBURNUM DANOII Pn710 AREA-to SF 9 7 DWARF RH0000ENDRON 2 GAL • SITE ICEDDUOUS AZALEA 2 GAL 11 e. MIPOR1+W5 Cl. LOT u BB. ROBBER NOTES • I -,i1 • ZONING PER I ODMIECT RS ORux GRlOPE SPICATA'CREEPING UEY-TURF' DRAWING INDEX —� TO OP OIER SRNIM I • SETBACKS �L! NkYA MAJOR'BIG PERAIINKLE' FRONT YARD 10'MEET Rlq{T OF WAY 10 BLUINGAI.1 SITE PLAN TITLE SHEET, EEOpR SIDE YARDS 50'MIN.BETWEENRURDINfS PRO,ECT INFO I- SUREA YARD044 AT C AlL 4 ROE STREET:10 A2L FOUNDATION PLAN REAR YARD 10'MIN BENEEN 12111LOINGS IF1/ � -1 • HEIGHT A22 FOUNDATION DETAILS ETAILS / S `_ I X A3,T FLOOR PLAN 1 1 —D+ — — .— MWAL IONICM 1 s LATERAL PLAN 0. - I A4.1 MAIN FLOOR FRAMING PLAN I I I oUPPER FLOOR • PARKING ppG SPACES FRONTED•0 N ZAMAORS STRUCTURAL NOTES LNG PLAN ' ((1 I ff III A4,2 ROOF FRAMING PLAN P--- o `-` - C�- — --I J-! A5,1 WALL SECTIONS -1--; TIONS I I I I BUILDING CODE A5.3 BUILDIA5.2 WALL NG SECEDES I I I 1 • OCCUPANCY TYPESABA BUILDING ELEVATIONS . I I ( • R-J DDOVANCI Si STRUCTURAL DETAILS 52 STRUCTURAL DETAILS RhDNGS BASED DT DISTANCE TO PROPERTY U ES(TABLE SE) ER STRUCTURAL DETAILS c-o I' . NO RUED oR OPEMNCS aEENCI) �1 GENERAL NOTES 0' o I • CONSTRUCTION TYPE - TYPE Y-N �: o • 1 ar I I • ALLOWABLE BUILDING AREA(TABLE 5B) o UNUMI1E9 t R' ID- CE f I If i i CODES - • • BUILDING ' 2012 INC __Li_ 2211..- MECHANICAL 2012 IRE PLUMBING 2012 UPC _ I ENERGY AND VENIILATTDN 2012 WERE Ij / — • — — 1 I GENERAL NOTES ' - _ Ik_- I.ALL POTENT CONTRACTORS SHALL THOROUGHLY FAMIUAR{ZE -I- um PATIO - ig I THEMSELVES WITH JOB CONOIRDRS BEFORE BIDDING TO ENSURE THAT THEY 1 UNDERSTAND THE SCOPE OF THE WORK, ANY CONDITIONS*Mk ARE NOT I CLEAR CR ARE DEFERENT THAN REQUIRED BY CCCE SHALL BE BROUGHT I 9lb yr- TO THE ATTENTION OF THE DESIGNER PRIOR TO BIDDING THE WORK,DO I -- Ert!' I, NOT SCALE OFF DRUMMED, NOTIFY THE DESIGNER IMMEDIATELY OF ANY �' I DISCREPANCY IN DIMENSIONS, I GARAGE I - 2,SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL _ NOTES AND TYPICAL DETAILS I I -II'' 3 DIMENSIONS SHALL SUPERCEDE SCALE.ANO ARE MEASURED FROM EDGE IDC D. I I� o-0 o I I I A.ALL WORK SHALL CONFORM TO THE LATEST APPROVED EDIRON GF THE • I-- —c• 4 • FOELCNING STANDARDS UNIFORM BUILDING CODE UNIFORM MECHANICAL I I I CODE UNIFORM ELECTRICAL CODE UNIFORM PLUMBING CODE LOCAL CODES — ANO ORDINANCES. 1 Lk I nn ri riri 1 ri 122112 rzar 1261 1271 k I ;:Il I 1211 LJLJ LJ LJLJ DRIVEWAY -i i -2-8-1I PORTALIS r J ,• SITE PLAN j �2a� r _J ••.,I % 0I f seal: Ih" ® r r 1I-_-I z9 "" 0 2. 4, B. 1 L,9 J r L �1 1 r—� I r T — . _ I —. _ . ;_;~r :..... - — — — CV1ANACORTES,WA • � SIT E 25 jC. \\ w3�� -Q ,,� ,� • ■, PORTALIS COURT \`( ,� ^< 3\\ '� ���� ^(5(pa�j\.��. TITLE SHEET 1 :. �� �‘' SITE PLAN POMP I ^ 7�6\ t cps(' ' PROJECT INFO DECALITER — MIRROREDNE WIER � 80�' `� -��,OAS CP DATE SHEET . ��� 4128114 ACCESS FRDN PaRr .RT �' O A1 .1 I i' 1 _ REVISIONS • L._•-• -` ~ LOCATION PLAN AI Tar I 0 Y /I. -IW-0'(TOP PIAIE-NO S41rL5 8'-S 9-0., .. . I r_,,,,,,,, 7-4 I/7 „. X a 1;i17 AI NZIF b SHEAR WALL LEGEND --a-- 5-OYb-O SR 3-0/8-0 41 = METHOD [in nalaa} MIN. ENGTH IRO Gaunt) . - 1 11D00 STRUCTURAL PANEL SHEATHING 46 ES NIWMDx LENGTH, ® 1 I 41Nd 3Y 111 3 94N A 1HIl1.011TS5 NOT LE55 CO NG A MIMNt14 CF os _ I MS11VB RW PL TO 1e kIN.3/x'PLYa0D6 SNEANWC ON O MAN 3/I67.9MM)FOR I6'(10E+M) SPACESIW4ERE SNQ$FNE ® TRUSS PER NET.",r/STI(1)ADO W/Bd CONNOx ORSAID SPpAtl FNpNOTSP0 16'WbDALVAMI0EDOIS a 6•s/s DN l&SS 125AN 6.19.SMINM FOR 2+' E➢EEe!1Y/ FlE1D, q_OCK ALL (610MM)S 5PA4NG Ix VNi,�"yq7`l, 111laIPANEL EDESNNL YUSr GE ACCORDN+Cx1M TADIE R0013(3}. Y II N RM g AIIY-0' �" NOTESITN8 flNo NET ERACNREp �4h1111THE sHEA1NIxG IAtCIPSUM a001/7 1121 Nk} 9B{NgIESYINIMBN IFNGM TQGEI+ERALND7SEACH PAN0.ANO SN0 MUST HAVEAO DOWfE55 Of}S74p5 SPAC49 xHERE NFPIIED TO ONE FAZE OL MSTAl6 1W 11,4i 1. Ali gNEHA0N5 WI .O FAFE OF SNO RE-005W OE\1t£W11N AN 4,6OOf NAIOMUN OF 24 INCHES ON L¢ITA A GRACED WAIL PANEL AND AY „ 1\+ II4PL 10 TRUSSI I ® UNlL1K NOIEQ O1NER5R2APAGTY INSTAILEM ACCORDING TOFAS7EN[D AT]WpTFS DN CENTER . LEINT 4B INCHES W,iERE ,w£irr MANUF.RECOMMENDATIONS USEME 91E CF NA85 SPEEHFD IN T:, IPPUED N BON FACES. ; 2 BEE HiFiF A21,FOUNDATION PLAN FOR • 9k'<. •NO2A•,Pd02 W/5653,(W R6D23(1)FOR SNEAMWO N10 T (2).1^OP6-0 ADDI0CNAL RIMING NOTES 'SiH[I, Dlgi,r R102S5 FOR INTERIOR GYPSUN B,''O. II I .„ ''r'OKR-a SH S5Ei1T I 3, ALL MEMO WALLS ME YA-16'o/a ?LATE Tit•Iq AI1NC(3) led I I sins UNLESS NOLO ONERYASE. I NAILS E 4RY is ALTERNATE BRACED ALL PANEL Iv ao2loal ® Y-15 1/1' Y-]3/4 5-11 1/Y I. 4. ALL INTERIOR P/An11(15 ARE 2AA- II I, (2)t/2'YW.EIS PLA BOLTS At ONE-STORY BWLOINES I 16•w/c duos UNLESS xoTm OTHERWISE PLACED AT 1/1 MIS. 32 WAHE5 WNIMUH 1EN01H. I Rm AND SHELF j �lO f, �I FOR R1011Et BARS,ONDE xT IWET PIAR R ALL OOMS EACH PANE_SNAIL RE THEE ON ,T FOUNDATION WST HAVE NOT i� ONE FALL WIN]B IN,�N1NIMUN WIN A MAKMDM HOOIT OF 10 1 DIS•TITSER5,MEDICINE CABINEIS,ETC. THICK WOW SIR CUR PANEL FEET. ` [OORgNAIE YAM OWNER FOR LOCATIONS. •II . -II '. .�15AN(I)64 REBAR TOP E SHEAVING SAKESCT Bd SO. OR i' I ♦ d ::,� BOTTOM. 11E-0011N NUST NC RED ® 0. gSAPPEAHNO STARS lM ATTIC ACCESS 4 OR R001®TO THE 1OE20NTAL GALVANIZED NAILS AT 6.ON MITER h• Aj REM AT THE EDGES AND' INCHES ON 4- ® PANEL-COAER TMTH510 5/5• IN - IMME CENTER IN THE Fls,(PEN TABLE G I� CM 11a1 I ®' (® Ani Ulr PROVIDE WEANEIs1dP CASNEONc-SEE mug R6032.3(1)),AND MUTED AT ALL Tl1 a EDGES. PRO AN1 OR BOLTS SHALL BE A5.3 w/W IY IF yy,, ��aa PLACED AT MU •'POINTS.EAT51 1 H MINT H PANEL END 5 ,91N1 NAVE A 7-9YD-0 OF WLWG I PWI 011198E WNC911SOM NI DUCT AT LEAST 6 NE-60181 1 E FASTENED 1D THE ROD AN6 SKIS 9J.W.ANO PRONOE REA P7CPERAIIIf ALTERNATE BRACED WALL PANELS NDAO0N,. •ABLE DF PRO11NO DAMPER. INSTALL GAS FIREPLACE M O UPGFT••ACnY OF AT LEAST 1800 E q1 - -' -- '� CLEARANCES ADO CONBUSIION Alit PER ONE STORY (Re021a6] 1 OCTAL AI FOR 0 VET 0. I 7-]3/4' MANUFACNRERS RECOMMENDATIONS AND BY • Al Am N1 •HOLES CLUE SE 173/5PI NEs uv uv IS-11 1/Y a•I j_DINES-0 Tyl B. 12-IR•XOx0E1TeMARl1 TILE SACKER 0 Ii IAlT } b, 9.NUB SVRRWAO. ® W gSTH YIN.OF 37 READ µCE,CE AAA OF 7200 ARC GOLs 2-,5 POCNEE i` PL1VV0f1 DAMS Nr CONTROL CAWING M1 INSULAMNI AS REWIRED. SEE 103/SP5 BRACED WALL PANEL(BWP):CHEDULE „�16 W� i� II M.Wi WAIL 9141 FRF PERCENT RECUM • DONT.MEWED REWREB OW P Jr d t~ T ME E1MUST FAN VENT ID ...,,,, (GtlTKYE) IENCIN IF.NSMS BNP PERKO PERMIT TEST 3 Htl+Lg PERCENT\ TESL II 1" MADE-SEE 145 A (I40 (Is) (z( SEE: 9E WNW _ - rt 1 I/e/srI T 0 4419.54/.27.5 69 S 0f '\ ©SO. 2 40 -Ik447.5-19 47 343 '18 DI N �,�•,Oql 1I 5M0f�DETECTOR-NARpMRE 3(IHi.) II 7 50 ] '937 ON 3B1,80 fE - CLOSET OCI4NET NL DETECTORS AND 4 40 _5507.27 6] 5 W% IX .. 61 /SHDMOT a61F111 , 1a BAC UFRONDP -SEE 04/SPi2 2-6M8-0UC. I4E SP5 FOR KEYNDIES 5 II 8 44 5 40% di ()6 3/ N447,S-iSe 45 3 25; IX .■ .. O141 I e A 55 x5fi541e-Pe 51 d 25% OI( \ T A 2-Rlf8-O \ / - - wASNER �FH _ a, uL 8(LAIN.) I3 I RI 25% DK D 10 37s4.54A05•5] DI "3 75% OK '` ` A5.3 II W� ��•�PE➢uv 7-9 1 3 CAffD CPENWC 1„CITI©11"1 III 'T 0 BWP REQUIREMENTS{CATEGORY 20NE I R CRIPPLE WALLS \ O [tw 1 II I'll i ROOM MATERIAL SCHEDULE ONE STORY/TOP OF TWO-STORY: I 01MEM 2 MUST✓f AT EACH MO. Rm NA SINE ®�A am AND ARV m ���II y .oe1 HucWILLS TETRA 4 OR 5 2 PANELS MUST BE PRONGED AT LEAST = -ij - 1.PANEL%VAST8EATEACHENOAHPSTART 11WBTENT111END. EVERY25F1FfIONCENTER.GUTNET T' 49- V LJ V I""EL IFIllCYt/ WAti/ ff]Le1G/2 PANES MUST OEPROWLEDAr LEAST a 25PIET CN CENTER,DDT NOTLffi LESS THAN TS%CF THE WAGED WAIL- (2)3-0RB-0THAN 40%OF THE TRACED WALL UNE UNEYETICO3 M /PANF15 WSf BE AT EACH ,"�START MNW afEET 0fE10. N ID BASE FNI91 FlNISH2 PANELSMUST BE FRONDED T EVERY 25 FEETON CENTER,BUT NOT LESS b\ II / �®SA. 6�3 4' © I 1.CARPET ,I/2•C.W.B./ L 5/B•CWO./1HA'N 25%CF NNE BRACED WALL UNE. 10fL 8SQ1 CONTWaO15 YAm STRUCNRAL PAN0.SHEAHINGIS PR0YOE0 WIN YENNED7 ea ALL. L'� I C1111Fps w000 815E IFXNREyAWT 1F]TVAEPNN7 [SLUNG$STHE PAANEL BRAONG AMWx1S NAY kW m PER ReO2 0.5. Y-9• S-9 I/Z• E 1}S,tM Nlg I'`} 2-O•OO BFSS N'ffJLTVRE,P NT a•: Piiiilli111104 • LAU ORY I 1I 3,VIINYL® D��EDDDRCOH I III b WOW HASL 7 f.0.1 �I�, aI.1 NM 51 91 A� ,, L e I1 4.CONCRETE SHEAR WALL TYPES(D.F. FRAMING) PL roTTD55 .Eg1k PER DEC. 5 I NOTL OK TAUTNESS 9(4R8N0 CH m� STUD�A6NC NAA S,E EOM HM%IG nap NMf10 SOLE MN MR/WM Cr MA'AM SHEAR : I e' IOL- II ry i.f/55 l 6 Cl10ROlNAIE NIEGIESS W PROMOE PARTICLE BD QmERRCORNFlN5NE5 TO NM MD T0FE DE MAIN OR 601H BARED OR 8STANTE INSTANCE 161S NAIS. EDGE MOM07111297 UGC TAMES , / YAVIE{I I -- - - - - -T al..e- -_ PROVIDE SMOOTH A LEY&TRAN9DDNS SEARING I 90E5 glflOQ® MAX MAY 1-]/6•F]II[n 11L AAD SlL PLATES 23LFN AEA 25-1) PIO 7/18 PLY ONE usotacCD 24.OC Bd 6•00 II ce a•00 1.5 Pt 255 PIT 3-0r5-0 01 I • ® V'o ALL GORERE T MINERS 10 BE BIll1NOSL W/BULLRING TO SQUARE iRANSDON5 AT BASE • PWL ]/1e'PET OVE SLOWEDleOC 54 6'DC 17 m Y OC IS IN. 200 PIEAIRS I t I USE PRIuET/SEALER ON CAD.OCHRE A AFTER ] e I WS ! ', 111C AIMSTEXTURING.PRO The PLY ONE BIf%1® 24•CC 8Q 4'CC 2'IC S CC 1,5 IN. 349 PU 6'-d ✓H I r'Is. I PM w 17C / 0'-0• is'-o- 8•-0• W p PORTALIS 185 p `,{ IPWt PYB /le•Hr LNE RIMED Ie•IA: ✓a s•x If a +•m 2s le 490 RP F-0 0 0 II❑, 2 y 7-0.S 1-6 1/Y /7-n'1le _ I PYN 1/16•PLY WE BIOtl® 16•QC etl 2'm 1Y a 51%: 25 IN.' 600%F 6-2 S/4' G A ASS IS/SY PLY ONE BlW® 10'01 ISO Y 00 IY m 11 DC 25 DL] 77LPlF 2 3/1' 461 - - Nur Pw r A NS,19 d ® % I I Im I I 'P AS.3 DEVELOPMENT I. PLY.-COL,,C-0,OR C-0 PYNVCU. 0SO aF 9MUR MOSS NC YAN RAMC RAY 6E SIRSRImm FED PL111000. 491!4� 2 DIME 21 NAILED TOGETHER Y81H Reds Ar 5 OC STAGGERED MAY BE 9.422111111E0 FOR 36 OR+K PO4110N SFEAMNG.FONT 001E.ANT 6F MAILER 2X D ECRU TER MEtBERS,MO APPLY EYE KWIC CO CAW orRSE CORED DC%AT MI PU [MA LE ALE TOP PLANES CORNERS,AK EDGES OF OP00TG5.STAGGER NAILS TO A EMM11LY 11457183.111 DOGE NMUNO 70 013ERLING UMBERS 44 1 3 STUDMEUBER At AOAWN6 PANEL EDGES(91EAINNO)SNOIAD E;fir. NEE HAZE MAY WISP OF ORE 00N11NVm5 2A AND 2k BIDET SEWN SKIDS ^ .A y 0 ELIy„($AT NAY41N0 PN81 EDGES SHOULD 6E 41. N ! I . /'\ ' X I ` �' II MAIN FLOOR PLAN GENERAL STRUCTURAL NOTES. I I --- - I I A. SHEAR WALL CONNECTIONS. Each shear woll must be connected at Its lop and bottom per the typicol structural detoils shown a FAIN I I , X ` I zo n pages 55-S14. These details are Emended anly to show TYPICAL situations. Due to vory4ng framing methods,not all aspects '• .` ' of each detail will necessarily pertain to specific field conditions.however,the bolting, Dolling.and connecting schemes must he DATE SHEET followed. If In doubt, contact West Coast Engineers. I "'III%e'4701300504EM GARAGE Doors B. WOOD FRAMED WALLS. Wood framed walls Intended to act as shear walls are Indicated as 001E and M.N. Wood homed wells not I� 11110TPENLn ` e 5/24,05 C tended to act shear Wolin are not and/ llyor labeled and sa or dl be standard(4000 NBC the truction.designot S w i.e '1s I ell S'w ® n s] C, REVISIONS Any change In o door and/or a window size or location(located In the designated shear walla)will result[change A3 .2 In the shear wall schedule and/or a change in o type and/or location of o hoidawn MAIN FLOOR PLAN 3'-0- Ir , s-v REVISIONS - LIVING AREA-IVO SF 27-13" SCALE 1/6111iMi GARAGE-S06 SF 0 2 4 a' e R A53 i p 17-D'(camMous iw FLAW) ! l(-0'(CONWMIWS TOP PLAT) ! C�3/4' 1 T-4 5/2• 8'-9 3/4' l 1 2 3'1' it 1 �� x �T - 6� ® ! 3 SHEAR WALL LEGEND •'11 F1 @ >}' ® +�' 2-p x METHOD En 6O21G3) MIN.LENGTH pc 6az1D.41 ❑ ❑i 1 3-0XL0 Si 3-025-D Si C 1 Y$TA24 RW INS 32'i W000 STRUCTURAL PANEL SHEATHING 48 INCHES 41NNIU4 LENGTH, 0 TO RIM L, ' O MATH A THICKNESS NOT 1f15 GIMPING A MINIMUM CO THREE �I ti MN,3/6'PLYY,ODC SHFAINING 01< IRAN 5//16'(2.6HN)001 IS'(406MN} 51UD SPACES MERE STUDS ARE Sem SPACING*NO NOT SPACED le'0C YCYcJJ}} tt��.. —_(1)SIDE W/6e COYMW OR DIP q 5'-10' 3'-0' s GALVANIZED NAILS a 6'e/c ON IE00 THAN 3/5'(9.5NMI FOR 24' Zrrr W, EDGES 00 12'o/c FlCD. BLOCK ALL MTh {81WM}Mc SPARNO IN Bar LOOM / NOTES PANEL mffS NNE MOST BE ACCORCPNCE elm TABLE A6623(3} OR3AEN FWSH AND NOT FRACTURE THE SHEATHING. GENERAL NOTES: GYPSUM BOhRO 1/2"(127 MM) 96 INC11f5 MIWI4VN LENGTH 4 m TA.36 TOP P�� ® 1. ALL DIMENSIONS ARE T4 FACE CF STUD EACH PANEL W4P LINO MUST HAVE A O THICKNESS PLACED CN SIVCS SPACED A WHERE APPLIED TO WE FACE OF ,y' UNLESS NOTED OMU15e5E DE-DOWN 0111410 NTH AN 1,l006 MAXIMUM 4F 24 INCHES ON CENTER ARO A BRACED WAIT PANS.min AT - /1 1 FASTENED AT I MEWS ON CENTER 1NTN 'LEAST 48 INCHES WHERE R'-I 1/7' Y-0- N. - 2.SEE SHEET A21,FOUNDATION PUN Ede CAPAair INSTALLED A eoemiC TO E. i -I I ME MANVF.RECOMYENOADONS USE THE 517E a MALLS SPECFlm IN TABLE APPLIED TO BORN FAGS [ AI I _- ' I oeoinWAi Fewer NOTES /py-'yW-�r�p 6-CN6-10 PATO RIDER 3-0Y_5-0 SI SAFETY PSON Yi02,4%P802 W/5053,OR R6023(1)F111 SHEATHING AND TABLE '✓/ Slye ®W f .,i 010/S75g1aR,F R7023.5 Fq1 INIEPoIXi OTPSum BOARD. y I S /J1 UNLESS N WALLS 1ARE00 a0-56.0% PLA .:JOIST NANJN0(3) led T fff {1 45 TO JOIST h SNOS UNUE55 NOTEC OIlSERWISE- NAIS 1'Y 18' �TERNATE BRACED wP.LL PANEL pAG 60210.6) t3 I Sy, 4, ALL INTERIOR PANUnOMS ARE 2A4- Ir R00 Nq 511EfF �N. 16'c%STEMS L1L0 r$S NOTED 01HERWISE (2)I/O'MIN.OIL PLATE BOUTS h1 �L-STONY 9IRlDiNGS r -„ •E S PROVIDE BAUaNG M Nl BAIW10045 �t PLACED AT 1/4 'DOM. -' J + �® \ 4, FOR TOWEL BARS TOILET PAPER ��� EACH PANEL SHALL BE STEAMED ON 32 IN.,,'..MINIMUM LENGTH, II 1{2-EN5-6 SA - e DISPENSERS,MEDICINE CABINET,ETC, • ^Y ONE FACE IXCH 3 INCH MINIMUM WI . f1A0)NU8 HEGHT OF 10 lll7fl. } 't; COORDINATE VITH f1NHER MR LOCATIONS. . II, FOUNDATION MUST f NOT LESS CT ud2� fi)-3" 4'�' E� ��11 • v THAN /4 HICK WOOD NAKED 4114 PANEL ram"'-3 '-. BOTTOM.)ne-oo N MU BE 1EO 9HEAlHINO NI71ED 1W1N ad CfMNON OR ds j 1r: & DISAPPEARING STINTS fyi ATTIC ACCESS OR Nadi®70 THE NOW( AL GALVANIZED NNtS AT 6"ON CENIEA F 4 ® PANEL:-COVER WITH 5/6'D.W.O.ANO ' '' REBA& AT THE EMS ANO 12 INCHES ON R 5 • PROVIDE M1'EAIHERSDRP OASNETNG-SEE CT]A1ER IN THE FIELD(PEA TABLE110 0 03/3'1 FOOTING 1160323(1)),HQ 04 40D AT FOGEL TWO ANGKOR ENNIS.•ALL DE 1.,.:, B YLP PLACED AT WARIER PORI:-EACH 6�� �.-! - 1 OUTSIDE CdABVSnW AIR DUCTA7 LEAS;0 PANEL ENO STUD SH 01 A - , SO.IN.AM)PRONOE READILY OPERABLE ALTERNATE BRACED WALL PANELS TIE-DOWN DEMCE EA ED TO THE " _____- ___, �Ci�r DAMPER. INSTALL OAS FIREPLACE MATH FOUNDATION,CAPA�• Of PRO'NOINO Ill E r'- 6 \/ CfMANCU AND COMBUSTION MI PER O ONE STORY ) AN l0PUFT CAPA. OF AT LEAST MO - - h [R6ff2f 06 POUNDS SEE 1NL Al FCR �,] '� MANUFACTURERS RECOMMENDATIONS AND BY Al A.1.5 AODITWAL , ) ❑ ❑ I 005 sE>n3 - %)• I I 6. 12-IS'wOW00100AR6 111E SACKER a / M 3'-D ix ! 17-0' -21/2' .---i-0'f N HUB SURROUND. 1 1 >; 9. PRONCE MIN.CF 22230 ATTIC ACCESS _ PLYYW)W OARS TO ITR WTH MIN.OF 30'HEAD CiEFAAEN USE INSULATION AS R£WIFEO. SEE 163/SPi BRACED WALL PANEL =' P)SOH`IULE 0 a W1HF CELLAR/STORAGE _ - (CKN E} lWALL SAT PERMIT .'MUIREO SW It,.WEIRDO SUCKED DO b I. I iaXkl M ? 00 on 1AVst FAN VENT TO ,r PERCENT TEST 3 ''EASE PENcENT TEST • 2-626-e 1 w WTSCE-SEE 145 k (lF} Elf) NI _ SEE 25.8 BEE:I., e - / CRAWL O ` 149/SPI 1 40 4k19.544-21.5 69 3 25X Of -// MECHANICAL AND STORAGE EPAC0 0 S.O. 91041E DETECTOR-HORMONE 2 40 H44-7.5.19 47 345 40% CK g ACCESS " CfkiNET Ali DETECTORS AND 5(141} 14 ] 3 71! 0( 0 F,Vy 1^ PROVIDE EACH NTH A BATTERY 4 W 15412=2] 5 I06 a( BACKUP -SEE 104/SP1 - 5 16 6 H 5 40F OK - - - -- ' '6 34 44447.5415.5 45 3 23K OK 11 SHE 5P1 FOR It£1HO1F5 A 65 5.3443418=28 51 3 25S ON 1 II(IN1.) 13 8 6I 3 25i 0( irk C 70 7447.31 44 5 On q( . 0 70 324454 5-57 61 3 25S O4 PIiNY WALL , TV-2 I/O' 4.-3 1/2 2 I ROOM MATERIAL SCHEDULE BWP REQUIRED (CATEGORY NONE Br): CRIPPLE 3WAus: . J • nay,WWE MAO ONE STORY/ OF TWO-STORE I.103 3Ir,UST DE Al EACH ENO. •� - ,Hart IICBMA ER s z PANELS 4V51 BE PRONDm TIT l.EISr V r a>rc . FLOOR/ WARE,/ 111434 1.PANELS AT EACH ENO S START 25MN 8 FEET OF ENO. LEs2Evair110 r 100 OF iE BRACED NUT BASE FINISH FINISH 2 PANELS RE PAp0 440 AT LEAST EASY 25 EEEI ON CENTER,CUT NOT SETS ONE.TITAN 1ml d ME BRACED MALL THAN 40 THE BRACED WALL TINE ONE. ' LOWER FLOOR PLAN I CARPET A,i/2.0.4EB./ I. 5/5'OW.O./ 1. OSVUSI BE AT EACH ENO AM START MINN B FEET OF END, moo 915E TEKIURE7u8T 1m1URE,P0N1 ANELS IWST BE MOWED AT LEAST EVERY 25 FEET ON CENTER,BUT ACT{EST SCALE: I/O' PR AN 253 OE WE BRACED WALL LINE 2 WDDO/TILE B 5/B'ILW.B./ 1 WREN CONTINUOUS WOOD S1RIICNRAL PUCE SIEATHNC*PROEM WIN METHOD - 0 2 4 6 18 W000 BASE TF](TURE,PAINT • 3 CH ALL S:EA1HABLE AREA OF THE WALL,IN0.VCING A]E ABON AS E AND Rang • , OPENINGS N1E PANEL BRACING AMOUNTS MAY BE 4006F0m PER R60210.5. LIVING AREA w 722 SF 1 01166 1ANYL BASE. 4.CONCRETE HOLE: SHEAR WALL TYPES(D.F. FRAMING) PROYaE PARTICLE BD UNDLRLAIM[NT 0 VOA. WOROINATE THICKNESS W/OTHER FLOUR FINISHES TO SEWERS WE 14ICp4SS SHEATHING DI EDGES EDGE NA0NC non mule 91E 0TA1E WA 11RCIL 10 ALLOWABLE SHEAR PROVIDE SMWD1 k MET TRANSITIONS S SPACING WAL 91E 4 ( A11 C.W.O.CORNERS TO BE BULLN05E w/9VUNOSE 10MOM( AND TAPE CONE D4E OR 801H BAKED DR fWSi NKE DISTANCE TARS DX 1491 UDC TABLES WAWA 1 S115 UNOLOCXED RAMON NAY MAY 1-7/6 EMBED YN, u1D SALT HAILS 21-0-H AND 25-I} SQUARE 1RANSBW3 AT RASE PM 7/16'PLY DIE dldOq(m 25'O: Bd 5'CC ID'CC 6'DC 1.5 N. 215 PiF USE PRIMER/SEALER IXf C.W.B.BEFORE k AFRR TUTORING. P'A2 7/16'PLT 01A: O1CKEC IS'CC 60 6'CC 12'00 Y DC 13 6L 26D NI Pw3 7/16'PLY ONE MOM 24'EC ed 1 00 12-80 5'(IC 1.5 M 345 Elf PTO PO RTALI S P45 PAe 7/l6'PLY ONE BLOWS 16'(IC 6d S TIC 12'OC 4'CC 25 IH-2 490 Kr PW1 7/16'PLY ONE BLOCKED IE ec 0d 2'OG If cc 3'DO 25 ML 2 640 Plf PPS 15/32'PLY ORE 81030EO IC CC IC6 Y OG 10 CC 2'CC 25 IN 3 100PLf DEVELOPMENT MITES:I. PLY.-COX.C-C,OR C-0 PLY0d N SAN 0. 0 1 OF SAR THU0ES5 AND RAMC MAY ECSIBSTINIm TOR ELTWOOD. D C C CAU TE R 2 DOUBLE 12 MED=MIA,WMN 16ES A7 3"Oc STAG127ED MAY RE SIl0Sn501FD Fat 32 OR 4Y POSTON 9EATHN A G W1 O1 MOMFR.10RIT Dr MOM WDIDCRL AND APPLY MCC NAN6IG TO EACH CF THE OWBLED 2KS.AT S61 FUMES,DOUBLE TOP RATES,CORNERS ANC EDGES or OPOINGC STNGLE1 NAAS 10 EWALT a5IR3SVTE EDGE NWUNG 10 LTIDERLWNG WCUBOTS, 1 51110 USHER la AWNING PAIL Ea£5 01EA1IW4OI SHOULD BE 4Y SOLE PLATE CAT C0N934 OF TINE C011INu0Js 2Y MO 22 BON 1l1111EN STUDS. RAW Al NJDIdNC PANEL ECM 01810 BE 41L LOWER FLOOR FRAMING PLAN GENERAL STRUCTURAL NOTES. A. SHEAR WALL CONNECTIONS. Eooh shear wall must be connected o1 fie lop and bottom per the typical structural details shown on poges S5-S14- These details are Intended only to show TYPICAL situations. Due to varying homing methods,Col all aspects DATE SHEET of each detail will necessarily pertain to specific field condillans,however. the bolting.nailing.and connecting schemes must be 1011Uwcd. I(In doubt, contact West Coast Engineers. 5/24/05 B. WOOD FRAMED WALLS, Wood framed wails Intended to act ea shear walls ore indicated as OWv and PWz. Woad framed walla not ��. intended to act as shear walls are not typically labeled and should be standard OLIO conslraotlon. C. REVISIONS. Any change in a door and/or a window size or lacat1oa(located In the designated shear walls)<vS result a change In the shear wall schedule and/or a change In a type and/or location of a haidown REVISIONS j