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2010, 08-26 Permit 10002602 Pole Bldg, CarportPERMIT CENTER 11703 E. Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Site Information Project Information Site Address: 10418 E 4TH AVE Parcel Number: 45201.1906 Subdivision: Block: Lot: Zoning: MF-2 MF HDR District Owner: TORTORELLI, JOSE M Address: 10418 E 4TH AVE SPOKANE VALLEY, WA 99206-3668 Building Inspector: SOUTH Water Dist: MODERN Project Number: 10002602 Inv: 1 Issue Date: 08/26/2010 Permit Use: 40 X 60 X 14 POLE BLDG W/CARPORT Applicant: PACIFIC METAL BUILDINGS INC. 101 N STONE RD SPOKANE, WA. 99202 Phone: (509) 534-4304 Contact: PACIFIC METAL BUILDINGS INC. 101 N STONE RD SPOKANE, WA. 99202 Phone: (509) 534-4304 Setbacks - Front: Left: Right: Group Name: Project Name: Rear: IPermits Building Permit Contractor: PACIFIC METAL BUILDINGS INC. Group: U-1 Type: VB Total Area 3012 License #: PACIFMB012DN CARPORT OP R-3 VB 612 RESIDENTIAL PERMIT FEE $678.75 PLAN REVIEW U-1 VB 2,400 ACCESSORY PLANS REVIEW $169.69 FEE WSBCC SURCHARGE $4.50 Total Value: FOR BUILDING INSPECTIONS CALL (509) 688-0054. $54,780.00 Total Permit Fee: $852.94 Payment Summary Total Fees AmountPaid AmountOwine $852.94 $852.94 $0.00 Tran Date 08/24/2010 08/26/2010 Receipt # 23968 24018 Payment Amt $150.84 $702.10 Notes / Conditions of Approval This permit is granted based on the structure not being used for storage of on -street vehicles. Should the use of the structure be used for that purpose, the driveway will need to be paved and approved by the City of Spokane Valley. Processed By: Main, Jodi L Printed By: MORRIS, HEATHER Page 1 of 1 PERMIT NOTICE The ownership of a Spokane Valley Development Permit will inure to the property owner. The permit applicant. by definition, is the property owner or an authorized agent of the property owner. It is the responsibility of the applicant/permittee that the use described on the front of this permit complies with applicable codes and that required inspections are requested. Failure to request inspections as listed below and obtain the necessary approvals before progressing beyond the point where inspections are required may necessitate removal of certain parts of the construction at the applicant's/permittee's or property owner's expense. At a minimum, the following inspections ARE REQUIRED by City Code: FOOTING — when forms and reinforcement are in place and prior to placement of concrete -all structures, including manufactured homes. NOTE: This inspection includes review of the structure's setback from property lines. Minimum setbacks are established by City of Spokane Valley Ordinance. Curb lines and fence lines are not necessarily indicative of property lines. The responsibility to comply with applicable setback provisions lies solely with the permittee-neither the City of Spokane Valley nor its authorized representatives assume any responsibility for the verification or location of your property lines. Please verify their location prior to locating your structure. Failure to properly locate the structure may require its relocation at the owner's/permittee's expense. FOUNDATION — when forms and reinforcement are in place and prior to placement of concrete. PLUMBING — after rough -in, before covering, and final. MECHANICAL — rough -in of piping, before covering, metal chimneys before concealment, and final. FRAMING — after all framing, bracing and blocking is in place, rough electrical, plumbing and mechanical systems are complete, and prior to concealing. FINAL — when complete and prior to occupancy and/or use. Aii permits require final inspection. NOTE: In addition to inspection of the structure, this inspection includes review of site improvements (typically depicted on the approved site plan) required by ordinance or as a condition of approval of this permit. Items such as the installation of fire hydrants. fire department access, on -site drainage ('208' swales), road improvements, parking and landscaping are common requirements of a permit/site plan which must be completed prior to final approval of a building or issuance of a Certificate of Occupancy. MANUFACTURED HOMES — Final inspection required when complete, stairs, handrails, skirting, etc. installed, and prior to occupancy; completed inspection record card must be available on site. PLUMBING REVERSALS FOR SEWER CONNECTIONS — prior to cover. RIGHT-OF-WAY/APPROACH — prior to placement of concrete/asphalt or, if gravel approach, after completion: In addition to the above, any plumbing or mechanical systems or material which would be concealed by framing, drywall, concrete, etc. must be inspected prior to cover. Check with the Building department for "special inspections" in conjunction with commercial projects. FOR INSPECTIONS Please give one working day/24 hour notice. Different parts of your project may require permits and inspections from more than one agency. Building, plumbing (includes interior reversals for sewer) and mechanical, City of Spokane Valley Building Division 688-0054 Road cuts for utilities or driveways, City of Spokane Valley Public Works 688-0195 or State Dept of Transportation 324-6000 Permits and inspections for electrical wiring. State Department of Labor Permits and inspections for Sewer Connection, Spokane County Utilities DiHsion And Industries 324-2640 477-3604 Permits and inspections for on -site septic systems. Spokane Regional Fire sprinkler and alarm systems and private access road inspections. Spokane Valley Health District 324-1560 Fire Department 892-4122 State law RCW 19.122 requires that prior to any excavation the -CALL BEFORE YOU DIG' center must be notfed. Call before you dig al least 2 working days in advance. 456-8000. PERMIT EXPIRATION AND REFUNDS All permits shall expire by limitation and be declared void if a) work is not started within 180 days of obtaining a permit, or b) work is abandoned for 180 days or more after beginning work, or c) after two years from the date of permit issuance, regardless of whether the work is finished. If a permit is expired for time, a new permit may be obtained for half the permit fee based on the value of the remainder of the work to finish the original permit. All refund requests must be made in writing by the original permittee to the Building Official no later than 180 days after the date of fee payment. 100% refunds will be granted for any fee erroneously paid or collected. Refunds of not more than 80% of a permit fee may be authorized when no work has been done under the permit issued. Refunds of not more than 80% of a plan review fee paid may be authorized when an application is withdrawn or cancelled prior to the plan review being completed. Owner / Agent Date Dan n mA- /-7-o10 Staff Approval Date Project Number: 10002602 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/26/2010 Page 1 of 2 Project Information: Permit Use: 40 X 60 X 14 POLE BLDG W/CARPORT Contact: PACIFIC METAL BUILDINGS INC. Address: 101 N STONE RD C - S - Z: SPOKANE, WA. 99202 Setbacks: Front Left: Right: Rear: Phone: (509) 534-4304 Group Name: Project Name: Site Information: Plat Key: 001834 Name: OPPORTUNITY TR # 01-354 District: Sout Parcel Number: 45201.1906 Block: SiteAddress: 10418 E 4TH AVE Location:: CSV Zoning: MF-2 MF HDR District Water District: 011 MODERN Area: 32,340 Sq Ft Width: 98 Nbr of Bldgs: 1 Nbr of Dwellings: 2 Review Information: Lot: Owner: Name: TORTORELLI, JOSE M Address: 10418 E 4TH AVE SPOKANE VALLEY, WA 99206-366 Hold: Depth: 322 Right Of Way (ft): 0 Review Building Plan Review Released By: Originally Released: 8/25/2010 By: Bdbebout Landuse/Zoning/HE Conditions Permits: Released By: This permit is granted based on the structure not being used for storage of on -street vehicles. Should the use of the structure be used for that purpose, the driveway will need to be paved and approved by the City of Spokane Valley. Originally Released: 8/24/2010 By: tschmidt Operator: jmm Printed By: JD Print Date: 8/26/2010 Project Number: 10002602 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 8/26/2010 Contractor: PACIFIC METAL BUILDINGS INC. Firm: PACIFIC METAL BUILDINGS INC. Address: 101 N STONE ST Phone: (509) 534-4304 SPOKANE, WA. 99202 Group: U-1 Type: VB Total Area 3012 Description CARPORT OP POLE BDLG Grp R-3 U-1 Tvpe VB VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBCC SURCHARGE Building Characteristics This Application: Total Project: Notes Su Ft Valuation Su Ft Valuation 612 $9,180.00 612 $9,180.00 PLAN 2,400 $45,600.00 2,400 $45,600.00 REVIEW FEE Totals: 3,012 $54,780.00 3,012 $54,780.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $678.75 $169.69 $4.50 $852.94 This permit is granted based on the structure not being used for storage of on -street vehicles. Should the use of the structure be used for that purpose, the driveway will need to be paved and approved by the City of Spokane Valley. Parking area does not need to be inspected or installed prior to final inspection. Issued home occupation affidavit of exemption for 10416 E 4th, George Pollitt, "TIG Cleaning", apartment cleaning Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount $852.94 $852.94 $852.94 $852.94 Amount Paid $150.84 $150.84 Amount Owing $702.10 $702.10 Page 2 of 2 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: jmm Printed By: JD Print Date: 8/26/2010 crrr or l Spokane . alleya Community Development Residential Constructitm doca Permit Applicatio SITE ADDRESS: " ll ff ASSESSORS PARCEL NO:LA • I vl0 �v LEGAL DESCRIPTION: (A 0 + x "1 , ll7 Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valle WA 9920� (509)688-0036 FAX: (509)688-003 www.spokane PERMIT NUMBER: PERMIT FEE: New Construction Addition/Remodel n Other: Accessory Bldg Deck Building Owner: Name: J O e- �-ro K Q.P-c Address: ` og t Q) F. Ltin Mu e- City: - State: Zip:pt6\--LoU Phone: 1i r „ — pc)f-) ce Fax: Contact Person Name: PACIFIC META' RI I1LDI.1\IGS, INC 101 N. Stone Phone: pukalle, Washington yy1U1 (509) 534-4304 Fax (509) 534-2914 f De c ribe the scope det�.i1: 'AU) QQX?H? �x-n " Contractor: Name: PACIFIC METAL BUILDINUS, INC. N. Sto^P Address: 101 Spokane, Washington 99202 �gl� . (509) 3 0 City: (509) P34-4304 Staae Zip: Phone: Fax: Contractor Lic No: 1 p)01 ELL�xptD�ate: 0 ` ( l 1 i�) City Business Lic. No: Cost of Project: $ (A0 i% Proposed Use: Sr0 r-t rc **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 'LZ` DIMENSIONS: t cO' xW`'--1`--1 # OF STORIES: L TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: `t l2 sct. ZL(� SQL-. 2 FLOOR SQ. FTG: F.. ./z«= c c ,-4 ►. UNFIN BASEMENT SQ. FTG: �. IMPERVIOUS SURFACE AREA' . I FINISHED BASEMENT SQ. FTG: t/ \ GARAGE SQ. FTG: DEC COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: I / # OF BEDROOMS: CONSTRUCTION PO�-t3��_� HEAT . SEWER OR SEPTIC. 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 prpcessed. SIGNATURE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: DATE: 2j'2 L.f f 7 0\ D ❑ VISA VIN#: RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑ SITE PLAN o Property lines and dimensions ❑ Direction arrow pointing North and orientation to streets o Proposed/existing buildings (footprint and dimensions) ❑ Utilities, septic tank/drain field locations and distances ❑ Setbacks to property lines o Distance between buildings ❑ Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations ❑ Perimeter concrete foundation wall sizes ❑ Crawlspace ventilation o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses ❑ Floor Plan of each level (finished or unfinished) with dimensions: o Floor Joist direction, size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes ❑ Window well locations if applicable ❑ Brace wall panel locations o Water heater and furnace locations o Exhaust fan locations o Deck or concrete patio sizes and locations ❑ Roof Plan: o Engineered truss direction and spacing ❑ Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof o Slope/ roofing material/ underlayment/ ice dam protection o Sheathing size and type Ceiling o Joist size and spacing Wall ❑ Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall o Concrete or Masonry unit width ❑ Earth to wood separation distance Footing o Size Radon ❑ Passive system with 6mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing 0 Stairway tread rise & run and nosing ❑ Room usage labels ❑ Smoke detector locations ❑ Attic and crawl space access locations o Fire Wall construction o Ridge, eave and valley lines ❑ Beam and girder size and location o Truss or rafter size spacing & connection o Attic insulation/ air space baffle/ ventilation ❑ Size of ceiling gypsum wall board ❑ Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any ❑ Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations O Handrail / Guard height & spacing Spokane ,100FVa11ey For City Use Only, PLUS Project Number 70 'o`CoCi Project Address / OU Su- 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 • Fax: 509.688.0037 ♦ permitcenter®spokanevalley.org As part of our on -going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is c1 1 1 The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review y Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. i Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE -APPLICANT PINK- BUILDING FILE REV 9/07 61) 4TH AVE. PROPERTY LINES _3Ye EXG SEPTIC TNIC. 1- 10416 ( 10418 EXG DUPLEX RESIDENCE BLDG 2.844 SF NEW OUT 2400 LimLe SVIL 40-0' N.) ETER. GRAVEL SURFACED DRIVEWAY AREA PLR TRENCH ORANS SO'-O• 16.-0' S'{ S3'-O• QVERALL SITE PLAN SCALE: 1' • 20'-O' 41) EXG DRIVEWAY ENTRANCE. EXG POWR & TE L POLE. "_ a 1 rC 4 TE�, L}�yS"�T�� �,,1ri�l MAW. t . ;l2 Pfdi�'Ct �c-C(VVJ--JV DRIVEWAY INIam � S BLDG. APPROVED: ✓��� /J f ,� S MAW. EXG L.P. NAT GA EXG DOM WATER PROPERTY LINE. EXG CONC SLAB LINE OF EXG RE NEW PWR UT1LI NEW FRO NEW WAT i NOTE: DRAWINGS ARE MINIMAL IN SCOPE. OUTLINE IN NATURE, DIAGRAMATIC E SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED WARRANTED TO BE COMPLETE IN SCOPE OR FUG TAILED AND ACCURATE 1N EVERY RESPECT t �p� IELD VERIFY ALL. CONDITIONS AND MAKE R 'A, ADJUSTMENTS PRIOR TO COMMENCEME CONSTRUCTION. DIRECT AN ESTIONS TO ARCHITECT FOR RESOLUT CONSTRUCTION. C.VI`VC. 1'‹.. 1 I`f'(. WALL C .. t_On / / 4O1_011 �/1 12I_011 ,i21_ON 141_6„ 4'_ON / ,,,vim o 1NDRGRND .ROM EXG O O IL N Y POLE. LP GAS I- NE '�`' 1 STREET ELECT PIN Q EXISTING 1' POLY P PE �\ eZ DRIVEWAY _ ER MAIN. t"� 1 1 1- GAS METR. _ 0 0 NEW OU BUILDING Ja GI l0 2,400 7, GRAVEL DRIVEWAY SURFACED AREA em us FL . TRENCH DRAINS 30'-nN ,I81-0", 51_ON ' 1 f O CANOPY PROPERTY ROOF LINES STRUCTURE a PARTIAL SITE PL ERG. STORAGE SHED I`I 246 °!•�y ` O 0 SCALE 1' • 20'-O' O• I ( DRAINAGE CATCHMENT AREA D �_ / 401-0N ga,o 531_0N / / Pacific Design Pacific Design Group ANCfITECNNE PLANNING IN ERCGOFAION 8004.41 WAiQOfat J 0 J Lki m0 00 z2 0- (A u6691l6UTtR10EU ZWO 616 RR f6ElER 916,604 *US Al 16006 THA 612E 16 61001 6 6* w RRco6RC.01 W S RAE 10120% n6TI000R140mu6 RROCS M RU OVEN it 00 0 6l AR 101E NOR06 wIOME • MR Sal I1106616 • QC MEMOS 0OS B WES 602 00 ▪ R 12109114410C ISO pV, 4 040421.6203 OR RO NCWIR16I PRIGRRIK111( ssionizr 6OM 21 SILL El 1060 ROW MORK EHT6 E* IIIOC CO 002 • 66A 1S 10 ▪ PEME) 16.°E RI ME 6 E/ milli P01 at0s003.0 2A6 0bLK 10 10 ICI PORI Pica%Op Ow. el Tallftlo04. J•Ay F. RN.B. AR WM6 0)6 TM Aw1w It* .: WWipm R6004 Phone: Shp / 624.1106 Fu.t 600 / ESA-1211 ova Rom_ 114 Furs aim wow laRzs IIE IrtiVS I.9ERA 20 RA 9m IQ A10 COPYRIGHT 2010 • 6 eTK moe ...Of .ONO 'el om .00c 1* Pi. w i u1•io 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 AnairtECTTURE PLANNING NIQY]N[FSM tmwr. w.nRnlw W zcc j <g 0 ; 00 • mo z� gy K ▪ Kim OKA W MtKa As awns Nu 050 mw999m PRRO 0 Otaxxii Wink& AKKErgE MOM a ay. • mums a' waaotronm Maw R MOM n01 04s. .16114;10K NO WI 'MAK PH E� co • 0Hs..a 19re.....,9,9. .Wry F.Mf4 AIA WM 010 At Ave.. �w OYl1R{.q . bhnam4AiM F108110.1 010 P 5 11(M[N94 COO �G90 9E110 3 WPM/GM 2010 AUGUST 11. 2010 • If LAIL EXG 6' THK 33' HI CIXIC RETMG WALL NEW CONC RETNG WALL. 13 O' SLOPE PLR TO DRAIN AS INDICATED. STORAGE FLR TRENCH ORNS; TYP. Y EXISTING DRIVEWAY 1' BLUE POLY PIPE WATER MAW. 1' YELLOW POLY PINE LP GAS MAW. I P.IP, COI•C FLR W/ SMTH 3i1- TROWEL Fri. REINF W/ 1.3 91 L RESARS • 24' O.0 E4 WAY; TYPICAL PROPERT GRAVEL SURFAC'G. LINES 1' GAS RISER SHUT-OFF • OUTSIDE OF SLOG. NOTE SEE SITE PLAN FOR UTILITY EXTENSIONS GRAVEL SURFACED DRIVEWAY AREA PROPERTY LINES: TYP NOTE: DRAWINGS ARE MINIMAL IN SCOPE. OUTLMIE IN NATURE, DIAGRAMATIC E SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT E DETAIL. FIELD VERIFY ALL CONDITIONS AND MAKE REQ'D ADJUSTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. APPROVED: FLOOR PLAN 0� SCALE: 1/46' • AO' DATE: S7 y bv AUGUST 11, 2010 Pacific Design Group MCRENRIE PLANNING NdNR.WA9•QT4N Al MUMS MWmm0Bgm uURAI 0/1004IG FIVA 01P VIW Psaniemwrviw0155 000WA MOAN R4Pluug00110 0*10 SWIM IN m*340* Rs MIS a RIOWW 10 MC MOAN N!i 9i 14 0wu10 IitkM®mRl• S AAAR.N ®Si Wu1IME0IM® MAP 0enweir 10 WE as ro [61i 0C • uwa AKE PAM PRIcSokeng..111elije01 JeUU F. NASA AN WS •IA A....,. P5099nut: aNai i NIRO Mil 100E A21 WPYIWM4Lm TOP OF WINDOW E BOT OF HEADER. 6' THK RETAINING WALL, APPROX GRADE 1 N, S9DEE7 y -0' ROOF SLOPE 12 4 5'W X 16H VNLY W. 6''W X 16' H VINLY W. 'W X 6' H VNLY CONT MET RIDGE VENT, 18' X 24' VINYL GABLE END VENT. COORO W/ SIDING MAIL. SING DELINEATION LINE BOXED SOFFIT: TYP ALL ARNO BLDG. 2'-O' 0' FLOOR LINE PREFN CORR MET S0'G; ALL ARNP SLOG: TYP. 4 HI RET WALL EXTENSION. APPROX GRADE w BLDG. CONC RETANNG WALL THIS ENO ONLY. COMPACT ALL SOIL UNDER PTGS AND SLAB TO 95N MOD PROCTORS' NOTE' DRAWINGS ARE MINIMAL IN SCOPE. OUTLINE IN NATURE. DIAGRAMATIC t SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT E DETAIL. FIELD VERIFY ALL CONDITIONS AND MAKE REQ'D ADJUSTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. APPROVED: LIME OF PTG PAD, NORTH EXTERIOR ELEVATION SCALE: 1/6' • DATE: �II4Ilt% AUGUST 11. 2010 Pacific Desig GroupGro up PLANNING NI PLAN PUMA COIGN nnEwAvwiw Em¢A POE AL MEW In WM LOQ 43R1 aJ R' 4W II u mmoG nu wm won vm 0:11654004 YUSS "6 WOW" Sat OP NO MOH 1109,6 f ▪ lea • I®II11 w amM Z MONIf PQM IlOtm 9660 16414106660 WPM a II 1496141110 PI1 94▪ 104® PL•I'MAI 8 MP Mal OMR E PI -Wall 1 t6ali6 W0•4W*T W OK Ow9PMI6 4M6 PIM pypW!'Yl# PS JeyF.flmnMA 66660 WM el IS Awv1 .61676•60.0 ;w1i604- M PbFax: COO t 624-1211 R PMR*PE MPRH]yl�y REIXLP8!WICpK KEIU % 90R A51 COPYRIGHT [611.) 0' ROOF SLOP 12 4 PREFW CORR MET ROOFING RET WALL s N. ELEV BEYONP. CANOPY STRUCTURE CONT MET RIDGE VENT. 16' X 14' VINYL GABLE ENO VENT. COORD W/ SONG MATL. PREFIN CORR MET SIDING CANT 24 GA L' FLASH BETWEEN ROOFG t SYJ'G SIDING DELINEATION LINE, 4'-O' SIMPSON POST BASE STL CONNECTORS; TYP ALL COLS. 3' X 6'-0' HM SLAB TYPE DR t HM FR; 'APICAL, FN. BOXED SOFFIT; TYP ALL ARND BLDG. TYPICAL WALL ASSEMBLY' 6/6' TYPE X GWB; SPKL t PAINT. 2' X 6' WO STUDS• 16' O.C. R-19 KRAFT PACED FIBERGLASS BATT INSUL 1/2' OSB BD SHTG. DIAPHRAGM NAN-. TYVEK VAPOR BARRIER PREFIN CORR MET SIDING. FLOOR LPG. GRADE • BLDG L11E. NOTE: COMPACT ALL SOIL UNDER FTGS AND SLAB TO 95% MOD PROCTOR 13' NOTE: DRAWINGS ARE MINIMAL IN SCOPE, OUTLINE IN NATURE, MATIC B SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT B DETAIL. FIELD VERIFY ALL CONDITIONS AND MAKE REO'D AD,USTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. 1 APPROVED: PIER FTGS • CANOPY LINE OF PTG PAD. SOUTH ELEVATION SCALE: 1/6' • 4-0' DATE: 2.7g /0 Pacific Design Group 'l'^ MGRECIUIE PLANNING NNNCGLfHi1 e C W Svuml D. • W cc 35 cc o a I I€tu O 0 z LL Q • - 0 Z rG '-.0 E$ ELL rW 1 in 0 wvs WTI ON 0 WFAM ME OW 00 M6 00 paKR CO 00* WKS vEWE WOKE im le MEEK 0300191U11 0-bIOS-o w w on EOM IF a®m a MOOSw ealnav Eire NEWS EILEKREIEDI MEI Kea K ROM MOS A sacs dX N 6GHWTPN W of Ea 0E 8ManiNME n u Pam bF ea W AEIS IEEM ME KW NO Mai% Ku ENKIK l 0F�01EEnvxa1*EIKE CE INS r sal A 'ps KNEE F.*O.N' LP. ~ate N M•:x* n�":0a a2'2'4-110. Fax: 500la¢412II 1w, WEI au WEE Eann®RhVx n AON5E1 N KICPS4141 wE 9f KAUKO "Ma A52 WPYNGN( 2010 AUGUST 11, 2010 ben DRAWINGS ARE MINIMAL. N SCOPE, OUTLINE IN NATURE, DIASYRAMATIC E SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT E DETAIL FIELD VERIFY ALL CONDITIONS AND MAKE REQ'D ADJUSTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. r--- J EAST ELEVATION r �-5 COMA WI•SI WIT. WEST ELEVATION APPROVED: EAST a WEST ELEVATIOMS SCALE: 4/16' • 1.-0' DATE tl /i q/ I AUGUST 11, 2010 Pacific Design Gro (Group PLANNING RUMOR Np EIFRtlIlFb]`1 IIPOKANIE.WASHMTON J W g cc .� ain 5O e3 wr • OO ET 0 tau cc D Z gy 1(aM A u.,auo Wfly we 0a Rif Ca OW.A YR= 00 NMI DreC5 P COMM m� 0*0 WOO CC /I WWM-ai flAO =OR a 1 P Sal N 100 r°�n vY GmYMa Rx 0000`0,Na1000 POP, I MIR 0 H W N ftl®MOy SYOE®:«mm --emu a®� Ywns nY u MN RIF 0Y®n 10 WOO 101916.0110 P UM 0000.0 r iko.ae+w'a .1,a Jerry F, Erma, PIA w.eB OmAw:•. ma... W akVolcmw mo:»:me60:--.001 Fax: GOY/GY41Y11 01 EYw YlEFA 20MO!1IJy 6C[UMIR% 30 FR:Ri0-f4IOCMM !Of E40f0V6 A53 COPYR/GM 2010 SAVE DETAIL - NO SCALE 24 GA PREFIN MET FL- 2 X 4 CONT 1' X B' CONT. 2' X 6' CONT. 1/2' HARDI SOFFIT 6 FULL HT 2' X BLKG BTWN ALL TRUSSES: W/ (21 2' DIA VENT HOLES EA [ILK: TYP. ROOF SLOP 12 16J.S..6..3::..:..6..= 1 C:•:•:•. '6.4P.:..C--- TOP OF WINDOW HEADER YP WO WINDOW HOP: 2: X 6: TOP CHORP (311' X 10' BM 2: X B DOT CHORD. 6' W X 16' H WHITE VINYL. WINDOWS: VERFY R.O. REO PRIOR TO CONST: TYP- PLACE ALL FTGS ON FIRM UNDISTURBED SOL. TYPICAL - NOTE: COMPACT ALL SOIL UNDER FTGS ANP SLAB TO 95Y. MOD PROCTOR S'' NOTE: DRAWINGS ARE MINIMAL IN SCOPE. OUTLINE IN NATURE, DIAGRAMATIC E SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT E DETAIL.. FIELD VERIFY ALL CONDITIONS AND MAKE REO'D AD.USTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. APPROVED: COAT MET ROGE VENT. ROOF ASSEMBLY. CORR PREFIN MET ROOFING CONY FROM ROGE TO SAVE. 300 CONT FELT VAPOR BARRER 5/6 086 BD SHTG: ARCH W/ BD R 6' O.C. R PNL EDGES 6 12' O.C. 4T INT PNL SUPTS: TYPICAL PRE-ENGINEERED ROOF TRUSSES 6 24' O.C. TYPICAL CEILING ASSEMBLY' R-36 KRAFT FACED FIBERGLASS BATT INSUL 5/6' TYPE X GWB: SPAKCLE E PAINT, TYPICAL FLOOR ASSEMBLY' 5' CONC SLAB W/ SMOOTH STL TROWEL Flit. SLOPE TO DRAIN WHERE INDICATED. REINP W/ *3 STL REEARS • 24' O.C. E4 WAY. HOT WATER RADIANT HEATING SYSTEM INTEGRATED IN FLOOR. MIN 6' THK 6/6' MINUS CRUSHED GRAVEL. SUB -BASE. 40-0' BUILDING SECTION SCALE: 1/6' • T-O' PREFIN METE WO FRAMED %EP SOFPIT; TYP BOTH SDES. TYPICAL WALL ASSEMBLY' 6/8' TYPE % GWB: 9PKL 6 PAINT. 2' X 6' WP STUDS R 16' O.C. R-19 KRAFT FACED FIBERGLASS BATT INSUL 1/2' OSB SD SHTG. DIAPHRAGM NAIL. TYVEK VAPOR BARRIER PREFIN CORR MET SWIG CONT PROM SOPPIT TO PNPN. TYPICAL DIAPHRAGM NALLY1G ANCHOR OI' A ANCHOR ALL OSE E PLYWP PANELS TO UNDERLYING STRUCTURE AS FOLLOWS: BP R 6' O.C. R PANEL EDGES. BP NALS R 12' O.C. R INTERIOR PANEL SUPPORTS. DATE: S//1//U AUGUST 11. 2010 [YAY R cnniz tam • HOP FMRWOW POIVA SPA CIA. la MOM ACtu6E Wert OM Craa ElN awba ME Ya® qua ROap i aiv Oita wm csasv it011103 • w 64 1WOY It MK m�M POCOL 1C Pe /lOCIICPCFC Pak /1 66 POWER OS OH] Y9YA • N MG R Mt• O)0O REM a MIOR®POR*0J R EPOS 0,110 * W 10911.11045 WIN 69atri RR m 00014 MX maze tlN6 A KC M6 2534 9NE9o14091y Y *Air" Jury F. Petit MA nm C.nti_'»: Phone: 600/6641166 Iu:6OS J624-1en 60 P. RL!YA_ ftanghig RYUR1•A 6(MI099v110- IRA 2- 61p621M 9DR A60 OJMflpM'FE 2' X 6' SOLID BLKG BTWN STUDS: TYP. 12) 2' X 40' CONT WO HOR; HANG JOISTS W/ SIMPSON JOIST HANGERS. ANCH HOR TO EA VERT STUD W/ 6/6' LAG SCREWS • 46' O.C. ROOF ASSEMBLY: PREFW) CORR MET ROOFING JO• FELT VAPOR BARRIER 5/6' COX PLYWO 2' X 40' WO JOISTS • 16' O.C. (DIAPHRAGM NAIL W/ BD • 6' O.C. • FIX - EWES t BD • 12' O.C. • INT PNL SUPTS. TYP. ROOF SLOPE 12 4 I-R LEVE 2 X SOLO BLICG BTWN JST3. 11 1' TJI JOISTS • 16' O.C. SIMPSON HURRICANE 11ES: EA JOIST, TYP. 6 } ' X 12' GLU LAM BM. SIMPSON POST CAP B' X 8' TRTO WO COL GRADE • SLOG LINE LINE OF ENO OF BLOC. SIMPSON POST BASE CONNECTOR COORO SIZE A/ WO COL. SIZE. 12 SQ. RIP. CONC PER 7 LINE OF GRADE • BLO a 14) •4 STL REBARS VERT. (21 •3 STL TIES ONE TOP E 1 B0T. �-111 •4 STL REBARS EA WAY. NOTE: DRAWINGS ARE MINIMAL IN SCOPE, OUTLINE IN NATURE. DIAGRAMATIC E SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT B DETAIL. FIELD VERIFY ALL CONDITIONS AND MAKE READ ADJUSTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. NOTE: PLACE ALLFTGS ON FIRM UNDISTURBED SOX-. CANOPY SECTION SCALE: 1/6' • AO' APPROVED: DATE: e/q//D Pacific p Grou Group i PtANNpLANNIUE INO HIERARDESEN SIOMILYWHIATON 1N: AL W441 NrO* 0S KM NW(OCA a[zt mu FM u OMNamA UM] OPa •m •.m MI Waal 210M.0*13 6 R114 - x� u• 0111041 c®(•s•m Iran Fa a •0009 0*6*01@i¢OP m MOM M Y MRNw F(WIPA®10*20 11.6 RON.YAO MI I• 9U VI II 5M•16mWOWS. f IOC HEOI We .%m•Yltfla® Iaa*00 M CMOS WE rat Jary F. Ben RAN W.tl 111 AVxva pan We»dme.mt ova PUP_ OSIIOFSPiYN IS@ 61Pd FILIPX(X5 Xi -Ova Ws 01612501 A61 OOPYPOMA10 PUSIft AUGUST 11. 2010 PROPERTY LINE. 4a-0' -0' SIMILAR NEW CUT -BUILDING 6' THK CONC SLAB; SMTH STL TRWL Fn. REWF W/ F9 i 14' O.G. E.W, TYP. NOTE: DRAWINGS ARE MINIMAL IN SCOPE, OUTLINE IN NATURE, DIAGRAMATIC E SCHEMATIC IN PRESENTATION TO DEPICT A DESIGN CONCEPT. THEY ARE NOT REPRESENTED OR WARRANTED TO BE COMPLETE IN SCOPE OR FULLY DETAILED AND ACCURATE IN EVERY RESPECT E DETAIL. FIELD VERIFY ALL CONDITIONS AND MAKE REQ'D ADJUSTMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DIRECT ANY QUESTIONS TO ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. 3 40,0' APPROVED: FOUNDATION PLAN SCALE: 1/46' • 1'-0' NOTE: TAPER WALL HEIGHT; SEE EAT ELEV. SHEET A. FIELD VERIFY DIMENSIONS E WALL PROFILE W/ OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. GRAVEL SURFACED DRNEWAY AREA DATE: g/iv/» AUGUST 12. 2010 Pacific Design Group a Grou PLAHNIHO PLAHNINO 11111742000601 aIGWEwA91110101 Z W cc M m a < m0 a3 00 6g m w CC 0 z. gN I0696 A Al Al OVMS Inmow U • IA KW If MO. Pr la-z 3au At 1OO h• ors aaoalAP mva DIOASOIAO CORM .a POPa OCCOS M IK ▪ I@t m m NOM% xi Pei PI a IlloricO fl MA '1 AO PO liaa01 II lVm�ISM I[ 19O MO SO -0 It 66 ROW MOH I( Ma — I200 CO - -A111 Ma trait KM MOMS Mt AV liarCall FA Ma WC PO V®$p10C OOl RI¢ Ma JmO..@gA01• W PM Wort IC]N Avenue era... Y.YVp WM AN -flea 116* /u. CW / 644-1211 YIUOMI smn S20 OOPYRIGM S10 '0 5/8' DIA X 12' J BOLTS O 4'-0' O.C. GRADE O BLDG LINE. 9_ 0 'o 8° THK P.I.P. CONC FNDN WALL; REINF W/ #5 O 16' O.C. EA WAY; TYP. 5' THK P.I.P. CONC FLR SLAB. REINF W/ #3 O 24 ' O.C. h • O 16' O.C. 24' ° (3) CONT. #4 STL 3'-3' FTG DETAIL 390 SCALE: 1/2° = 1'-0' REBARS HOR. iY 0 \ j1 SIM sor,,o4-r is c'SNNEC bR. Coog'b SIZE A/ WD COL SIZE. 12' SQ, P,I.P. CONC PIER LINE OF SLAB O BLDG. \ \ 0 6' 1,-0. 6' FTG DETAIL SCALE: 1/2' = 1'-0° (4) #4 STL REBARS VERT. (2) #3 STL TIES ONE TOP @ 1 80T. (2) #4 STL REBARS EA WAY. NOTE: PLACE ALL FTGS ON FIRM UNDISTURBED SOIL. N \ \ 0 9' 6' 9' 2'-0 FTG DETAIL NOTE: PLACE ON FTGS ON FIRM UNDISTURBED SOIL, GRADE O BLDG LINE. 5/8' DIA X 12' J BOLTS O 4'-0' O.C. 6 THK P.1.P. CONC FNDN WALL 5' THK P.I.P. CONC FLR SLAB. REINF W/ #3 O 24' O.C. #4 STL REBARS O 16' O.C. VERT (3) #4 STL REBARS HOR. (2) CONT. #4 STL- REBARS HOR. NOTE: PLACE ON FTGS ON FIRM UNDISTURBED SOIL. 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