Loading...
2007, 10-01 Permit App 07003572 GarageProject Number: 07003572 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 40 X 60 GARAGE Date: 10/1/2007 Page 1 of 2 Contact: TORTORELLI, JOSE M Address: 425 S VAN MARTER ST C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear. Phone: (509) 926-9356 Group Name: Site Information: Project Name: Plat Key: 001834 Name: OPPORTUNITY TR # 01-354 District: Sout Parcel Number: 45201.1906 Block: SiteAddress: 10418 E 4Tii AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Area: .00 Acres Lot: Owner: Name: TORTORELLI, JOSE M Address: 425 S VAN MARTER ST SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 98 Depth: 322 Right Of Way (ft): 0 Nbr of B1dgs- 1 Nbr of Dwellings: 2 Review Information: Review Building Plan Review Released By: Originally Released: 9/28/2007 By: TMELBOU Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 9/18/2007 By: MPALANIU Operator. JD Printed By: JD Print Date: 10/1/2007 Project Number: 07003572 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: 1 Contractor: OWNER Building Height 22.4 Building Permit Date: 10/1/2007 Page 2 of 2 Firm: OWNER Phone: (000) 000-0000 Building Characteristics Description Grp Type CARPORT OP R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit Notes This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 600 $9,000.00 600 $9,000.00 2,400 $45,600.00 2,400 $45,600.00 Totals: 3,000 $54,600.00 3,000 $54,600.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $678.75 $169.69 $4.50 $852.94 Fee Amount Invoice Amount Amount Paid Amount Owing $852.94 $852.94 $0.00 $852.94 $852.94 $852.94 $0.00 $852.94 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 10/1/2007 CITY OF Spokane Valley Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spOkanevallev.org PERMIT NUMBER: PERMIT FEE: New Construction ,Accessory Bldg ❑ Addition/Remodel fJ Deck Other: SITE ADDRESS: /Q'f {Fi T SP(IC t7 VALLCY C• f4 ASSESSORS PARCEL NO: 47 Z6) i • (q G ' LEGAL DESCRIPTION: N (Z TZ.Ti : 0/%0 rr~X'jI itr'. 2 Z'l - c 9- 4 115ze4FT K, (e `tjjP1t w Building Owner: Name: � ciosG ti �IoR T o RGLLI Address: 1041,gE , 14 th 041$ City: SPWA l� V 01LE '1 State: 11 J A Zip: q h..06 " Phone: (509) 9 ).4p- 9 3 vp Fax: (565) btp 40 Contact Person Si vj E Name: Phone: Describe the scope of work in detail: fit; VOL K p. 20 Contractor: Name: 64.,.,r// = .S% t' Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: cO- Cost of Project: $ uc7Q/l/ 6F- !-cc SScr r G.c'/- Cc k ,c6cti S.F- Proposed Use: 6C' **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: a.a.' -i" DIMENSIONS: -)'x (p0' # OF STORIES: 1 TOTAL HABITABE SPACE: � MAIN FLOOR TO SQ. FTG: , 3ono 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ TG. IMPERVIOUS SURFACE • AREA: CAS Pd /LT FINISHED BASEMENT SQ. FTG: N/A GARAGE SQ. FTG: ZO0 ) DEC COV. PAT Q. FTG: 1 , 6700 30% SLOPES ON PROPERTY: 6-----M4-1 # OF BEDROOMS: NIA CONSTRUCTION TYPE: T' Pt V CAT 1 HEAT SOURCE: SEWER OR EPTIC? N/A L.p K1AT GAS The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 Check DATE: I Acin ❑ Mastercard ❑ VISA Expires: VIN#: Spokane Valley® 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhali®spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations; floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information PROPERTY LINES E 451111 -. XG SEPTIC TNK. EXG DUPLEX RESIDENCE BLDG 2.644 SF 10416 10416 EXG DRIVEWAY ENTRANCE. EXG POWR H TEL- POLE. EXG L.P. NAT GAS MAIN. EXG DOM WATER MAIN. PROPERTY LINE. EXG GONG SLAB DRIVEWAY LINE OF EXG RES 6LDG. NEW PWR UTILI III NEW FRO M Q 11\1 1 GRAVEL SURFACED DRIVEWAY AREA FLR TRENCH DRAINS 30'-0' ,. 10'-0' y` 40-0' v..a OVERALL SITE PLAN D SCALE: 1' • 20'-0' NEW WAT ORGRN ROM EX Y POLE. P GA5 NE STREET 0 d z a. c EXISTING ▪ DRIVEWA G 5 METER. GRAVEL SURFACED DRIVEWAY AREA FLR TRENCH DRAINS 301-0' 181-0II 51- CANOPY ROO- STRUCTURE a STORAGE SMED PROPER Y 1-1 ES • RTIAL SITE P AN 216 8P C r SCA E: 1' • 20'-0' RAINAGE CATCHMENT AREA 40I-0" 95.0' ' 531-0II SEPT 6. 2007 Pacific Design Group ARCWTECIURE PLANNING IHIER10110ESGR AMMA R, W0/1941011 J 0W Z 90 CC en �~ 00 Z 2 R107& A IDE Yl 10.`00.5 k10161 KPH Idm ▪ N116MAW W. RSV IM 9101006 MA MOS wos qm MKS .1 71 00600 010154 TAM 00606001 661.0 COMAS 60606 IG.115lox 0 wain A IOOr1LA DY105.1 V71 93009191076903 6220 • RI 000000M SOK WI.07/S .Al1IT POMO CC SW 01:606 let1 Alm aa CMI w01010( 6.a RAI HO 1(SE00IO100V 10 S.II tl[VLCONY 100116( OROS R006d 6 NE C0007-$04 20 019 01701/120C206.660 fA 4m6MIS 0LPD6A 6(19516 • Pd16 s44aaw.aw tirs. Jerry F. R...1, AIA Perot, W..I 016 7th AV.nv 06, Nr1001 1.2J1 P60 60 6 600 / 024-1166 Fax: F.91600/024-1211 662 DX RM M ROIG 10471P1 IIE..E170564 - 5R R. IMO A10 1 COPYRIGHT 2007 max 1a0100v ra m•».asa t..• pram n •u ton.o+1 .I111C4 a a MCA •0 New Out Building Mr. Joe Tortorelli 10418 East 4th Ave. Spokane Valley, WA 99206-3668 Owner: Mr. Joe Tortorelli 10418 East 4th Ave. Spokane Valley, WA 99206-3668 TEL: 926-9356 Site Specifics: Land Use Zone: UR 3.5 Site Area: 98'X 330' = 32,340 SF Parcel No. 45201.1906 Legal Description: N. 1/2; Tract 231; Opportunity per plat recortded in Vol. 'K' of Plats, Page 20; Except W. 229.04 Ft and Except N. 10 Ft within Karle's Subdivision; City of Spokane Valley, WA. Note; Site has no bordering utility & access easements other than 4th Ave. Confirm W/ Title Report. Pacific Design Group .WCIYIECNMIE PLANNING MAGA MICR rim NICANIAVIASIANGTON LIP Ai .K tar SIXU. IR SA1. USN PIN 0101,6 Iva. PUP CAMP CPI MPG IA SS 113061201 PIPS L6 Waal 9at GUT MC 1 S00C PUPS NI Pal 052 W I• PA SWAP MOM ILL IMAM% 9ll0101R Y0 A0 YOU PA MG Z KIYRIO PDX Ea 0.V.IS 4EM NAPOICLN1 3N06 RH WK MI IS PEI EOM Y09 M MIS lire MCI OM1ft MAP -Pan 4101 OWLS ro wW90 nf0 PA umvlwm WOK 2Pm a PAPA n la WAG Pa s4i mq• COWS" PA .Wry F. SE*4 AG n SPe Pin AV.M]. 673667.666.07, rm. Fax: POP I01N311 PAPLULGIPAIGfiAg p20SSW 11(Y[4C6 Q19 ES SO COPYRIGHT 2007 SEPT 6. 2007 Wednesday, September 26, 2007 Mr. Tom Melbourn, Plans Examiner CITY OF SPOKANE VALLEY BUILDING & PLANNING 11703 East Sprague Ave., Suite B-3 Spokane Valley, WA 99206 TEL: 688-0044 RE: CANOPY DETAILED SECTION TORTORELLI OUT BUILDING 10418 EAST 4TH AVE. SPOKANE VALLEY, WA 99202 Pacific Design Group P.S. Tacoma Spokane ARCHITECTURE PLANUING INTERIOR DESIGN Hello Tom; Thanks for time spent with me on the telephone, Friday, September 21, 2007 at 9:20 AM to review and discuss plan review comments for the above referenced project. In accordance with our discussion, the following is included as a part of the plan submission for the subsequent issuance of a building permit: 1. Window headers throughout are (2) 2" x 10" wood beams. 2. Provide Simpson Hurricane Ties at attachment of each pre-engineered truss to double 2"x 6" top bearing plate. 3. Garage door header beams are 5 1/8" x 16" glu lam beams. 4. 2" x 6" solid fire blocking is provided at mid -height on all stud walls. Attached is a section drawing through the canopy on the south side of the building with notes and dimensions to detail the structure. After review of the above items, should you have any additional questions or comments, please contact me. Thank you for working with our firm on this project. Jerry F. Ressa, AIA, NCARB PACIFIC DESIGN GROUP P.S. Copy: Joe Tortorelli #07026\TORTORELLTOUTBLDG\Tom Melbourn Rev Comment Responses 092607 Pacific Design Group P.S. 815 West 7th Ave., Spokane, WA 99204 TEL: (509) 624-1186 FAX: (509) 624-1211 e-mail: jenyressa@,msn.com Page 1 4TH AVE. PROPERTY LINES 10416 EXG DUPLEX RESIDENCE BLDG 2,844 SF 40-0' _ 15_-O' C EXISTNG DRIVEWA iroGRAVEL SURFACED DRIVEWAY AREA PLR TRENCH DRAINS 30-0' tkPER YL TES l- mffilEims 40-0 ae.a53,0 OVERALL S1TE PLAN SCALE: 1' • 20-0' aD EXG DRIVEWAY ENTRANCE. EXG POWR 5 TEL POLE. EXG L.P. NAT GAS MAIN. EXG DOM WATER MAIN. PROPERTY LINE. EXG CONC SLAB DRIVEWAY LINE OF EXG RES BLDG. NEW UNDRGRN PWR FROM EX UTILITY POLE. NEW LP GAS FROM STREET NEW i' POLY P WATER MAIN. LLl c EXISTING G • S METER. GRAVEL- SURFACED DRIVEWAY AREA SCA E 4' • 20-0 RAIN k GE CATCHMENT AREA 531-O" SEPT 5. 2007 Pacific Design ri Group 11, ARCWTEOTURE PLANNING R77ER1ORDESON 690M016.W/NltgTtll J �1 J z LLI 0 Q 5 cc m O d �i F- F 4dQ F- 00 W 00 z 2 WOE A NYE 9H (096 W9.1 R916 ttSU9R6 LL 001108 MU WE WISE 9oO PS/'OS 3 Rr WGWCOI NSA SCAM W M=901 Wr0076009190000 /069S 109 LL M999 MOCKn f01 1tA A$41 Mon 90199 00/9100 699175W MOS SOR FIV 90071 MI MI REIM DO I1 SM0001 P1KSAl( N9.t16 FOX ROP PV, li LL FARS MS 10 PO 679901 PH 19.96 90191MVO POI MOMSS WN!MOWN!ND1SIII1V1909-K T 6 RR SC�9 Mi 11N6,®G9709110M56 u w$ [BOG91903 MOMS AWE MKS 2534 PK*DollsOrP•dN9►M'WM1P.9 Jerry F. Rem. AMA Welt 816 ]N AvMu• 69199..30gF0 99204 •: 009 / 6 Ph002411110 Fax: 509 / 021-1211 WS DAI ROL5L DCE RODUSMI RO[G10t.1L4 11E WPO9 54 - sM[ 69 l COPYRIGHT 2007 /COD0MKT Va✓isJOSPAZ n ."=1c ewca .o a9III1.• 4a-o• CONC RETAIN'G WALL, FIELD VERIFY LENGTH. FELD VERIFY LENGTH. 10'-O• 20-0• -a• 6W )( 4H 6W ) 4N WORK SPACE ELECT PNL, UTILITY WALL — NEW OUT —BUILDING' cl 3' A 6,0' iE D SLOPE FLR TO DRAV1 AS INDICA TED. STORAGE FLR TRENCH DRNS: TYP. F S • u Y7 oIl hi 4'-0' GRAVEL SURFAC'G. PROPERTY LINES • • D EXISTING DRIVEWAY GRAVEL SURFACED DRIVEWAY AREA 96.0' FLOOR PLAN a SCALE: 1116' • 1'-0' Pacific Design ri Group ABC141EC1URE PLANNING MAGI DESON 6PCKA,EwASHD3ttY1 ezf AL %AWLS 10 INFSS C1 )012. O N CO:WA 0A 9117. 80U R16 ALMaV61F6l KM coezrz 00 00.061 n fR 036R[+OI 1NC4 San 03,10319011R1 6 CLOUD 001906 MORSA 0s6Iv010®1L011 DI0 00901 KO MOM V 1.0:00:6 MUMS m Ha06 SOL R000= NOM NY 90 MiM10 NWTItrot ED VOA IS XL MKS. mob 66 PO 101.001 CH POa 0 Et E a 19Dl11l46 IUD 90L U N443 MEIC.0916(POS N D DOOM V NYC UU PIP -BRIE, IS NAQ®S 01LIIN/6 100016 101161 0906M11 F2 WE 6Llo 1LII 4®600m A 069361116C Kea PIA 0wp1Crap 8el 0, rs Jerry F. Rein, AU PM1cp+ W+0/016 701 Av+Ou0 P606 P. 60* 1 834-11 01 Pax: 6 606 / 624.1166 Fax: 609 / 624-1211 art IFAN 23% IRE RPM RPM NIEGIOUG IN INCI26 y1 - GANRG LlIRYAP.9 2fIr� A21 COPYRIGHT 2007 ainw uw eu.o SEPT 7, 2007 8' THK RETAINING WALL. 4'-O' ROOF SLOPE 12 6'W X 4 -4 WILY W. 6'W 4 H IrtLf T \ COMPACT ALL SOIL UNDER FTGS AND SLAB TO 955i MOP PROCTOR '8' NORTH EL EVAT1ON SCALE: 1/8' • 1'-0' CONT MET RIDGE VENT. 18' X 24' VINYL GABLE END VENT, COORD W/ SIDING MAIL. SIDING DELINEATION LINE. BOXED SOFFIT; TYP ALL. ARND BLDG. '-O' NORTH EXTERIOR ELEVATION APPROX GRADE 6 BLDG. CONC RETAINING WALL THIS END ONLY. LINE OF FTG PAD. SCALE 1/B' • 1'-0' Pacific Design Group ARCHTECTUiE PLANNING IHMAIOR OFSIC+'S 570PA 1E, WA1HNrTON ) UY. Al UL'MS la 0065 GOMA 1710 ■ Hm/FMAKKM US10N5 AL comasMOl 0U5 OOZE qA MPG •511O100511.R01MESS SPA WOO Oat C I a0 COMM PC606 50 MI IOC u INKS POI MIX a, Oa10Sit GP EGO IC 10317103 IR 1500116101l WTI 60E06 0111 RI= OO ra0F0015 5@ 161164 H NOON Cr 500IM W7.5S Al PM51156N PO WACO 1If MO a{ 1114 ■ 5(55]01P65 W A 5.150P 1505C t<V 81 moos RU a5EO VAX G PP• 50i. 15 1055100750 O0r160 SOOE GIM S *50 6,11 0Fa0•V5011010f 4214 OROS 016597611111 Pea MdleDuysOw) •01VWfYCo4IS .kny F. Finn, AIA 01.110 701 Waal 616 71h AvMu• 6ptluv W 15Mt Phew: 500 024 / 6 Fax: BOP / 624-121244211 R14 cram al 0A5 Kr R'J42S5 IM NOW 04T'* f1E MEjr2c 6I- 1011 ar a 90 IQ A51 COPYRIGHT 2007 1.401 015 ur .o $EPTEMBER 7, 2007 • 5 3 0 n c 2 8 ROOF SLOPE 12 4 2'-0 2-0' 12W X 12' H ON. DR EAST ELEVATION 16W X 6' H OH. DR. 0 SLOG FLR LINE SCALE: 1/16' • 1r-O• 4 C. UP 4 W X 4' H L GAS METER 3-TAB CLASS A COMP SHINGLE ROOFING. CONT. VERT. VINYL CORNIER CASING. I10R VINYL SUNG. W. X 6'•8' HM SLAB TYPE DR a HM FR. EARTH BERM • E. SOE OF BLDG. 8' THK CONC RETAVI:NG WALL. \LINE OF FTG PAD. 3-TAB COMP - SHiNGLE ROOFING. EARTH BERM • E. S0E OF BLDG. NOR. VINYL- CONT. VERT. VOIYL CORNER CASE. ROOF SLOPE -0' GRADE • BL-DG�E I WEST ELEVATION SCALE: 1/16' • 1'-0' \LINE OF FTG PAD. EAST a WEST EXTERIOR ELEVATIONS SCALE 1/ 16' • 1'-0' Pacific Design Group ARCHTTECRA'E PLANNING NRAOR DEM.' 6NNAMR WASHNOTO I � J Z W 00 J COM CC 0 I— D W 0O z 1 101908[ � IDT: Al MUM 101 MISS CrAIME ICU 6 If COI8DX-0, fA'URt*5 Al WOW T80 UU4 0.011:1 80 PD66 C4 FJl COMM. O114 Mail 401103110151010CORM 60606 a LIU MXU Pia MO MLR In 101c /0 $110R 11011111 A rmtla • 1080010,03 �OD6 �20 e *13 ems R R row r peg r301 tpr, ti W6 aR R111f6•J0R1001/ NO w8a MO /0c KIK MI mca#i •HYl0E�11 12031096• I96a rUrrJ IONA RV la2 0921, AOVOS MX POI 101206 0E6 Ot 62606 D 1fY r.�a PIC*DJ*0 F. dr014 n Jerry F. Ra.A AU MssMost 616 1/1 _ 6 0n.: Y/ 7Wi6a-a101 Mon.: 609/ 624-116e Fax:609/624-1211 XU4 DM9.i&TA NE UM 6Ah0 15w lam I11my" 61-( 140 V6 ( Kr 151 911V06 9911Q A53 COPYRIGHT20D7 rroorerw1 9p. a WC. •a rw. SEPTEM,BER 7, 2007 LL CONT MET RIDGE VENT. '-O' ROOF SLOPE 'f2 /' 3-TAB CLASS A CO P SHINGLE 11 I I ROOFING. t CANOPY ST UCTURE f II MN SIMPSON POST11 BASE STL ' 11 CONNECTORS; TYP l!— ut a-1 u ALL COLS. n MN a MEMO . 1 I 1 I 18'7-21"--WiYL GABLE END VENT. COORO W/ SIDING MAT'L. SIDING DELINEATION LINE. F1N. BOXED SOFFIT; TYP ALL ARND BLDG. 4'-O' TYPICAL WALL ASSEMBLY: 5/8' TYPE X GWB; SPKL 6 PAINT. 2' X 6' WO STUDS B 16' O.C. R-19 KRAFT FACED FIBERGLASS BATT INSUL 1/2' O50 BO SHTG. DIAPHRAGM NAIL. TYVEK VAPOR BARRIER HOR VINYL SONG PER OWER'S COLOR SELECTION. 3' X 6'-8' HM SLAB TYPE OR 6 HM FR; TYPICAL. COMPACT ALL SOIL UNDER FTGS AND SLAB TO 95Y.. MOP PROCTOR 13' SOUTH E _EVAT1ON SCALE: 1/8' ' 1'-0' PER FTGS W CANOPY LINE OF FTG PAD, BUILDING SECTION SCALE 1/4' = 1'-0' Pacific p Grou Group J ARCHITECTURE PLANNING IMAM EESI 21 SANG F. WA4M1]TO41 rL AL SOMAS 101 VIM COORSC 100. tOff ORAKR SWUM NUS MOS 06 116a COMMA iM ONSVp SAl [11 SO OMR[ R0605 6 w tau INKS RID DRUM Rs W 10 SA11011 50It0 f AI mow 608006080006608 1•1100026 SAL NE REEDS 00 SRO00506 XL Ma R St POW f 6OS MOOR IS AI ROCS IDJ6 SO RO NAM 0116 WDO R FRIT6 N StOO WiOa110 WOK MOMS rat tM Mf48 tt0119,00 f li00 06IN -PJPF. PS MOO MOM HOAR VD 1 MOM KW AFFi0 AM 66SCE 6 RCM MOO 0 gFA6 D NY RODS PEficDi* Crag. drr1P.& Jury F. Rem, AIA F.CN West el 6 7w Avfnuf e6otw.b,Si20t ✓:60 Rhona: 50824/ 16D Fu: 009/ / 6024/211 IEI4 W71 Iei4F2 DME EMI GM ROW 104773 RE IRE Err /N - 6H6n Szia BEIE St�1 SRI IQ A60 COPYRIGHT 2007 SEPTEMBER 7, 2007 PLR LEVEL 2' X $' 323L0 2.LAS OTWm s 1-03, ^'P. 121 2' X 10. CON' WD 47R; wAhb JOSTS V./ 33..P30N JOLT ..ANGERS. 223 CA VCR, 3TL0 WJ 5."6' LAG SCREWS 3 '6' O.C. ROOF 0.33E Y: CLASS A COMP 3.-inc.-a3. • P_LT VAPOR DLRR'.GR 6/6' COX 201$ X 1O' WOO .1J15T3 • 16. O.C. D::.P.aRAGM 0': W/ 30 m 6' C.C.ao'o COGC3 ¢ 6D ♦ ^.� C.C, ar'NT PNL 91..>"3. TYP, 2' Jc 10' WM JOLST3 P'6' OC. S M.P30N 2, P 5CANC T 3•3•. CL .;O:37. -YP, S MP50N P03T CAP 6'X 6' TRTD 'WO COL L111301 3N'0 OP DLOS, 6' X 6' TRT7 W7 COL GRADE • DLDG L 0.2IR302, .03T DASC CC11NCCTOR. COORO SCS L/ WO COL =E. .. 30, P,!P, CO21C PIER r: 1 tli L21E OP GRFDC 0. SLOG. _� : ROPE 9TL ROSAS5 V6ST. _ 17 P3 STL T1C3 023: TOP ¢ '. 602. (2: P4 R13040.3 EA WAY. vI �y 301G ,LACE eN r05 ON PIRM L.11715� 1R000 30'1. CANOPY SECTION 3H.'-eM5E6 20. 2007 Pacific Design Group E'JPLAxxlxu 01116101001036 2 !R J SL' W J CC cn 0 H � W 00 LJ zi vi L• W�j 41 MN CA d...c n ISSOmna`acca PonN me MOM ITG014 %N¢G NNIcrauasi ex N.. ram nel 2Y RAR'iF.'0120 K helamigoCkwetWailopeitl Jerry Pate rImnolNON-11• n� 340,330. MR A61 COMA.GHfaooW EAVE DETAI NO SCALE N 24 G • PREFIN MET FL 8 DR 2' X 4' CONT B' CONT. 2' X 6' CONT. 2' X 4' T. 1/2' HARDI SOFFI R002F SLOPE TYPICAL CEILING ASSEMBLY. R-38 KRAFT FACED FIBERGLASS BATT NAM - 5/8' TYPE X GWB; SPAKCLE 8 PAINT. TYPICAL FLOOR ASSEMBLY: 5' GONG SLAB W/ SMOOTH STL TROWEL FIN SLOPE TO DRAIN WHERE INDICATED. REINF W/ *3 STL REBARS • 24' O.G. EA w AY. MIN 6' THK 5/8' MINUS CRUSHED GRAVEL SUB -BASE. CONT MET RIDGE VENT. ROOF ASSEMBLY: 3-TA5 ARCH GRADE CLASS A RTD COMP SHINGLES 30* CONT FELT VAPOR BARRIER 5/8' OSB BD SHTG; ANCH W/ 8D • 6' O.G. 8 PNL EDGES E 12' O.C. AT INT PNL SUPTS; TYPICAL. PRE-ENGINEERED ROOF TRUSSES 8 24' O.G. 4'-0' 99 I]l;7�p 22A{) WRY, PLACE ALL FTGS ON FIRM UNDISTURBED SOIL. TYPICAL. NOTE: COMPACT ALL SOIL UNDER FTGS AND SLAB TO 95% MOD PROCTOR 'B' 40`-0' BUILDING SECTION FINISHED BOXED SOFFIT. TYPICAL WALL ASSEMBLY: 6/8' TYPE X GWB; SPKL 6 PAINT. 2' X 6' WD STUDS $ 16' O.C. R-19 KRAFT FACED FIBERGLASS BATT INSUL 4/2' OSB BD SHTG. DIAPHRAGM NAIL. TYVEK VAPOR BARRIER HOR VINYL SIDING PER OWER'S COLOR SELECTION. TYPICAL DIAPHRAGM NAILING SCHEDULE: ANCHOR ALL OSB 6 PLYWD PANELS TO UNDERLYING STRUCTURE AS FOLLOWS: BD 8 6' O.G. 8 PANEL EDGES. 8D NAILS 8 12' O.C. ® INTERIOR PANEL SUPPORTS. SCALE: 1/8' 1'-0' Pacific 7,4 Design Group Group i ARCHITECTURE / j PLANNING HIFA0RRDESION 6POCA16,WASH ETON W Z CC CI 0 m Q ¢$i I- LLI I— us 0 z . _O uY W z2 *8a. MC* 6 .16.0 Iu YU. PO.Pit Am. ■HCOP/CORL& IOC SW CM MS AI OTV'06.1PA VIM OEKAM M VADi W CS CrC76V001 MIS SGI! IMO Sid SRP.00:6NR 014606 1* 105000 U WM Pe O PROM IN SOSAI IOIT AXE TINI IMAM 11120621 1A W 0 W t *8 Sall RU 00006 S*161 REII7n0 POOM SOS 11CSR N 1O1 0111110T061, IS u I16,I O6 .0 WO 1010)1011E 10126.T 112 ONRJGRm OU 10 Sill IV IC 63 1:06340105 S( DIiA Sip 412011 FTC 11:72001 • ME IS AXED QM 0 RUIN 1.1II0 6111.65 4* H1Y lq 0i*1*YIA 0►*103MKS WW10166 N 0716 A KZ RFOSTE1120 .ERY F. R TATE OF NASHNGT PEld DWyr/ F. R• a a, AIA kq P.S. My F. R.M4 AIA Flaxpel W..t 016 7N Avon. W M6bnw.w Moan.: 600 / 024-1160 F.x: 800 / 024-1211 EU4 rat tt1 IR% HAT RDIED iP,7 RCM sps RI RIF pas 24-&16T1 Snim MIX Y000 9010 A60 COPYRIGHT 2007 r` .1!"%t 'ao ei Iw u�'w �uo'n°"i n w 6 WOO. WO SEPTEMBER 7, 2007 FIELD VERIFY COMC RETN'G WALL. 11 NEW OJT -BUILDING a GRAVEL SURFACED DRIVEWAY AREA 5' THK CONC SLAB; SMTH STL TRWL- FIN. REINF W/ 03 0 24' O.C. E.W. TYP. Q 4 2'-4 FOUNDATION PLAN SCALE: 4/16' • i Desiggnn / ' Des Group IV ARCHITECTURE PLANNING MERiDA DES44 6POVME, WA2HgTON Al WOW MISS O143MSE I PPE 6061.0 M1 7MI (IMO r 121106:20101MIS SEM 91921 car 00 wa102 06006 161C451Q WOKS NR 0IE0:aE 12 WNW 16L m1 IO1016 A. 1ZD.m I MOS 210006 5111 WV R0006 HO ME IE2666O 2100060 1H MS N N 191:116 t100® VOA 16 ALPK60Y26 RO AS KAM P IE 914116 91d 6:1 VD OM C6661 rant was PCB O 61 FOX ®1Wf-MC IS 11631127310 f n MOS /12 (1046 KIM 6406 010PI0611 NY PA; 16E A ER Y F.R TATE OF 6A91•4CI PfidIP ON ilWtol ko,PS Jerry F. Resat, AIA 64— W..1016 701 Av.0Oe 666/6, W 102116204 rho.: 6001624-1166 F.x: 600 / 624-1211 5Uf 01/1 EtUP1 Kt RG&1 MAI R11N114'01 1U E1C9S7E 90 - R0114r IOA0tl1 RN 91:0 S20 COPYRIGHT2007 Yp PAVORaiv MK..a 1.1.119061 re SEPTET BER 7. 2007 5/8"DIA X12"J BOLTS @ 4'-O" O.C. of GRADE @BLDG LINE. 0 6" THK P.I.P. CONC. FNDN WALL r 0 GRADE @ BLDG LINE. SIMPSON POST BASE CONNECTOR. COORD SIZE A/ WD COL - SIZE. 12' SQ. P.I.P. CONC PER LINE OF SLAB @ DLDG. / 6' 6' / FTG D TAIL (4) #4 STL- REBARS VERT. (2) #3 STL TIES ONE TOP & 1 BOT. (2) #4 STL- REBARS S90 0 9' 6' / 2'-0' 5" THK P.I.P. CONC FLR SLAB. RE1NF W/ #3@24"O.C. #5 STL REBARS @ 16' O.C. VERT #5 STL REBARS @ 16" O.G. HOR. (2) CONT. #4 STL REBARS HOR. / NOTE: 3'-3' / PLACE ON FTGS ON FIRM UNDISTURBED SOIL. N SCALE: 1/2" = 1'-0' 1 0 0 0 EA WAY. NOTE: PLACE ON FTGS ON FIRM UNDISTURBED SOIL. GRADE @ BLDG LINE. 5/8' DIA X 12' J BOLTS @ 4'-0" O.C. 6' THK P.1.P. CONC - -FNDN WALL } trw' 5" THK P.I.P. CONC FLR REINF W/ #3 @ • 24 ° O.C. • '#4 STL REBARS @ 16" O.C. VERT .'(3) #4 STL REBARS • • / 9' /6"/ 9" / 2-O C�) FTG DETAIL_ S90 SCALE: 1/2" = 1'-0' 12) CONT. #4 STL- REBARS HOR. NOTE: PLACE ON FTGS ON FIRM UNDISTURBED SOIL. FOUNDATION DETAILS Pacific Design Group ARCHITECTURE PLANNING NTEA,OR DESCN 05 SPCMMe WA514,11701 • W CC m • O as , D LL1 O 0 z wo z2t0 RAJ ICE U WAAO0 MU vim 01000 IOI➢ MACS St FA OT54C:Q MISS SEMI COMM 001121 M a00.c OOovs 10 MU JOG AI M61m1 A FOLIC (a m.G Al PPP Mel O/f00 6 ISMS RS OIPMS Mk IMMO= SSW PIMPS OH SSW Man KS IM113 It KM 0'10X COI WA PS MCCS PAIR 01 N FFOO PM =1110 9A11E0vi1 POSSE WAS SC DMZ 00t PS 1404a3 UM It MP 19al [U S MI VI 11306EUM F11 WE RISK ISO I(f3JE OWES OOF'»0 0 FQ W1141 PGdEG Duke Oup • d'Na4000. PS. Jerry F. Raua, AAA W..t els 7th Av.n0. ""aW' eP/.. .WAO20. Ptgn.: 8091624.116e Fax: 600 / 624-1211 Cd14 ION NAP_ fASRC"'@91/Mf2 RoEO WPM 60 HEM 97 - RI0 Ens MAVENS suit S,90 COPYRIGHT 2007 .e.nra a ` o SCALE: 4/2' • 1'-0' AUGUST 10, 2007 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TOFRAMING |NSPECT�ONS TH �'�� ���Q � ^=^^����} 0�� S � RMEWED FOR CODE QOMMUWCE