The URL can be used to link to this page

2010, 09-02 Permit App: 10002710 Patio Cover Project Number: 10002710 Inv: 1 Application Date: 9/2/2010 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a I ermit Project Information: Permit Use: INSTALL NEW ALUMIINUM PATIO COVER Contact: K-DESIGNERS Address: 8647 S 212 TH ST C-S-Z: KENT WA 9803 Setbacks:Front Left: Right: Rear: Phone: (800)528-15-' Group Name: Project Name: Site Information: . . .;... Plat Key: 000000 Name: Range Di ict: Sout Parcel Number: 45281.2504 Block: Lot: SiteAddress: 11924 E 21ST AVE Owner:Name: MAIE DARWI Address: PO BO 4283 Location::CSV / SPOKA WA 99214 Zoning: R-2 SF Res Suburban District Water District:District: 011 MODERN H Id ❑ Area: 7,718 Sq Ft Width: 0 Depth: 0 Rig t Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: <: : . Review Building Plan Review elease By: Originally Released: 9 2010 By: tmelbourn Landuse/Zoning/HE Conditions Released By: O '. 'ally Releas- : !/1/2010 By: mpalaniuk Operator: jmm Printed By: jmm Print Date: 9/2/2010 Project Number: 10002710 Inv: 1 Application Date: 9/2/2010 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: K-DESIGNERS Firm: K-DESIGNERS Address: 8647 S 212TH ST Phone: (253)872-3440 KENT,WA 98032 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation COV DECK R-3 VB PLAN 218 $3,270.00 218 $3,270.00 REVIEW FEE Totals: 218 $3,270.00 218 $3,270.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $97.25 WSBCC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $38.90 Permit Total Fees: $140.65 Notes: Payment Summary Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $140.65 $140.65 $38.90 $101.75 $140.65 $140.65 $38.90 $101.75 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: jnun Print Date: 9/2/2010 "\ Permit Center , Scnv of �" 11703 E Sprague-Ave, Suite B-3- PERMIT NUMBER: /C'��T 1�� pokane , , Spokane Valley,WA 99206 3�-' Valle (509)688-0036 F _ ; PERMIT FEE: Q,,�..(5.09.)688 0037 ,- .4 } www.spokanevalley org Community Development ., Residential Construction I �_` 1 --New Construction Accessory Bldg Permit Application TAtlditionRemodel Deck --- Other:— SITE ier:--._-SITE ADDRESS: r `1 c'- / , 2 ) s f -CF. _.970.k,„-c ti„&7 ,c✓4_ 9 9 2O ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Oct r,,.1,\ M .er, Contractor: _Name: } 1�. ,,y,cr1 Name: J c .. .1 /�a .Q r 3-05I^ t-t4y C'1 Address: j 19 2_y F. 2 1-54;_54_ Address: O‘ 474 7 - 2 / 2is.5 - City: se,k,,,, t/,_,icy State: 14,4 Zip:c92cy- City:K..04_ State: j✓� Zip:9 wj Phone:5-0 c .4 2,3,... 4 Fax: Phone:as-7_-7Z,j yla,0 Fax: 2,c3._..396—.._102 7 Contractor Lic No:k n p[ff��j F�xp3Dat 05 Contact Person City Business Lic.No: L'�fAx v3 Name:( h J c. k S e v cry\ Phone: 2 3- $'7Z - 3 Y 4 c. Describe the scope of work in detail: Cost of Project: $ q 2 29. /y L n.s+6, II (1 6^/ f7 la”'h 0,-- P,,,1-,`P Ca v-e- Proposed Use: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTALHABITABLE SPACE: MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: 1\74- ,V A iv / . AREA: N� FINISHED BASEMENT GARAGEQ. FTG: DECK/CV. PATI? SQ. FTG: 30% SLOPES 214 SQ. FTG: W4 /1/I+ �0 2 /= - A o(L PROPERTY: C1 #OF EDROOMS: CQNSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? IYA- SIQ Si:c-,4 IV4- IV4- 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 ce e SIGNATURE: DATE: 9- 1- 0 Method of Payment: 0 Cash X Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: / /�/{ REVISED 2/15/07 / RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Setbacks to property lines o Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances ❑ 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 o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation 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 o Window well locations if applicable o Brace wall panel locations o Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations o Attic and crawl space access locations o Deck or concrete patio sizes and locations o Fire Wall construction ❑ Roof Plan: o Engineered truss direction and spacing o Ridge, eave and valley lines o Rafter and over frame direction, size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection o Sheathing size and type o Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing ❑ Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing ❑ Sheathing or concrete floor size/ insulation Foundation Wall o Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon o Passive system with 6mi1 vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing O Stairway tread rise & run and nosing 0 Handrail/Guard height &spacing Spokane jValley Community Development Building Division 11703 E Sprague Ave Suite B3 Spokane Valley WA 99206 PROJECT INSPECTION RECORD Inspection Request Line: 509-688-0054 AU inspections are scheduled through this line THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION PROJECT NO: I tali° PROJECT ADDRESS: tR22 t 21 S t. Inspection Date Notes Corrections Approved Inspector Left? SETBACKS FOOTINGS REINFORCEMENT UNDERGROUND RADON DRAIN/WASTE/VENT WATER PIPING DUCT WORK GAS PIPING HOOD DUCT HOLDDOWNS SHEAR/BRACE WALL SHEATHING FRAMING INSULATION CEILING GRID FIREWALL/GWB FIRE PROTECTION HOOD/DUCT APPROACH/ROW OTHER REQ: FINAL: FIRE FINAL: PLANNING FINAL: ENGINEERING FINAL: BUILDING Spokane ��Valle y Community Development Building Division 11703 E Sprague Ave Suite B3 Spokane Valley WA 99206 Inspection Request Line: 509-688-0054 All inspections are scheduled through this line THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION ***Inspection requests must be scheduled before 7:00 am the morning of the desired date of inspection*** To call in an inspection request: 1. Call the Inspection Request line: 509-688-0054 2. When prompted, indicate your inspection area as checked below: EAST AREA Press "1" Q SOUTH AREA Press "2" NORTH AREA Press "3" 3. Leave the following information: Project number: fin. �7e0 Project Address: /ti t4( t IZ Type of Inspection Your phone number Your preference for AM or PM inspection time *** Special arrangements for access *** The inspector will make every effort to accommodate your preference. Depending on workload, the inspector cannot guarantee AM or PM inspection. 4. To speak directly with the inspector, please call their direct line between 7:00 am-7:30 am. , tit 1 we PLUMP ENGINEERING INC. STRUCTURAL CALCULATIONS Client: Metals USA Building Products Project: Maier Residence Location: 11924 East 21st Street, Spokane, WA 99206 Building Code: 2006 IBC Plump File No: 100835 By: G.M.P. Date: August 18, 2010 Revision ,• , .,;. ,w 'G 01.0 A.pit/ • P 2` of f�"`'�Hit,l o lot C> �-q 13 i 4,3421� N O1HAL i- 1%- 10 These calculations not valid unless signed and sealed in space above. 914 E. Katella Avenue,Anaheim, CA 92805 (714)385-1835 Fax(714) 385-1834 .E 4rPlump Engineering,Inc. '( gj 914 E.Katella Ave., Second Floor ' Anaheim,CA 92805 1,,,,o,'—'4,4;.,,,t.4,,,, 714-385-1835 Fax: 714-385-1834 inc PLUMP ENGINEERING INC. Information: Project = Maier Residence Number = 100835 Design Loads: Dead = 3.00 psf Live = 20.00 psf Snow = 40.00 psf Wind = 90 mph Exposure = B Occupancy = II 2006 IBC Seismic: V = 0.00 W ASCE 7-05 Eq 12.8-1 •Negliable due to light weight of struture 2006 IBC Wind: h = 25 ft Kz = 0.70 ASCE 7-05 Tbl 6-3 Kzt = 1.00 ASCE 7-05 6.5.7.2 Kd = 0.85 ASCE 7-05 Tbl 6-4 V = 90 mph ASCE 7-05 6.5.4 I = 1.00 ASCE 7-05 Tbl 6-1 qh = 12.34 psf ASCE 7-05 Eq 6-15 G = 0.85 ASCE7-056.5.8 CN = 1.20 ASCE 7-05 Tbl 6-18A p = 12.58 psf ASCE 7-05 Eq 6-25 2006 IBC Snow: Ce = 0.90 ASCE7-05Tbl7-2 Ct = 1.20 ASCE 7-05 Tbl 7-3 I = 1.00 ASCE 7-05 Tbl 7-4 pf = 30.24 psf ASCE 7-05 Eq 7-1 Slope = 0.25 in per ft Cs = 1.00 ASCE 7-05 Fig 7-2 Ps = 30.24 psf ASCE 7-05 Eq 7-2 Beam: Size = 7"x5.86"I-Beam MA-TOP = 6044 lb-ft MA-Bon = 6044 lb-ft Length = 9.50 ft Tributary = 4.50 ft 'rz �' Overhang = 1.00 ft ��h ��,�,-:�-��,� MDL, ATOP �� = 2062 lb-ft<M - OK! �°�p • pa'; Z Mol+wL = 967 Ib ft<MA-TOP OK! • #. '9 , r M0.6DL-WL. = 669 lb-ft<MA-BOTT OK! CO `ter.1► j , .$ c�&�.1 , 'fit. 4 • Plump Engineering,Inc. 914 E.Katella Ave., Second Floor / Anaheim,CA 92805 714-385-1835 Fax: 714-385-1834 Inc PLUMP ENGINEERING INC. Panel: Size = 3"Sandwich Panel(0.024) Loadauow = 35.00 psf Spana„ow = 9.50 ft>9.00 ft DL+LL = 33.24 psf<Loadalow OK! DL+WL = 15.58 psf<Loadanow OK! 0.6DL-WL = 10.78 psf<Loadauow OK! Panel to Wall: Size = #10 Wood Screw VA = 119 Ib Cd_LL = 1.15 Cd_WL = 1.60 VLL-MAX = 137 lb VWL-MAX = 190 lb Spacing = 8.00 in(2 @ 16”O.C.) Tributary = 4.50 ft VDL+LL = 100 lb<VLL-MAx OK! VDL+WL = 47 lb<VWL-MAX OK! V0.6DL-wL = 32 lb<VWL_MA< OK! Panel to Beam: Size = #8 SMS TMAx = 220 lb Spacing = 6.00 in(2 @ 12"O.C.) To6DL-WL = 24 lb<TMAx OK! Post: Size = .01875"x5"x5"Steel PMAx = 5178 lb Trib. L = 9.50 ft Trib.W = 5.50 ft PDL+LL = 1202 lb<PMAx OK! PDL+WL = 814 lb<PMAx OK! PO6DL-WL = 563 lb< MAXPOK! Footing: Depth = 24.00 in Size = 24.00 in sq. QMAX = 1500 psf 070)A.Pkoit Q 4� QMAX DL+LL = 300 psf<Q OK! �`SP ' w .�. ��.�� ', O QDL+WL = 204 psf<QM,ox OK! �C r 2 c,‘ \� .. FSoGDL-wL = 2.06 FS> 1.50 FS OK! R • ,1 'T".• j . ,p ,SCC EVALUATION { ERVICE r tee= s a 1 to i rIostWideIyAcceptef�andTrusted 1 .'s,..:, ICC-ES Evaluation Report ESR-2229 Reissued March 1, 2009 This report is subject to re-examination in two years. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION 3.1.2 NPW-1 Panels: The NPW-1 wall panels are Section:07410—Metal Roof and Wall Panels factory-laminated panels consisting of an exterior facing of tempered, prefinished, hardboard; a foam plastic core; and REPORT HOLDER: an interior facing of lauan plywood. The panels have square-cut edges and a nominal overall thickness of 2 to 3 METALS USA BUILDING PRODUCTS,L.P. inches(51 to 76 mm). 3131 SOUTH RICHEY DRIVE HOUSTON,TEXAS 77017 3.2 Material: (713)860-4555 www.metalsusa.com 3.2.1 Laminated Foam Roof Panels: Iparker@,metalsusa.com 3.2.1.1 Panel Core: The core material has a nominal EVALUATION SUBJECT: density of 1.5 pcf(24.0 kg/m3) and is a Type II, expanded polystyrene (EPS) foam plastic board complying with LAMINATED FOAM ROOF AND WALL PANELS ASTM C 578. The board is supplied by the manufacturer identified in the approved quality documentation.The foam 1.0 EVALUATION SCOPE plastic has a flame-spread index of 25 or less and a maximum smoke-developed index of 450 when tested in Compliance with the following codes: accordance with ASTM E 84. • 2006 International Building Code®(IBC) 3.2.1.2 Panel Facings: The aluminum facing material of • 2006 International Residential Code®(IRC) the panels is 3105 H14 aluminum with a nominal thickness Properties evaluated: of either 0.024 inch (0.61 mm) or 0.032 inch (0.81 mm), having a minimum base-metal thickness of 0.022 or 0.028 • Structural inch (0.56 or 0.71 mm), respectively. The minimum tensile • Roof classification ultimate and yield strengths of the panel facings are 25 ksi 2.0 USES (172 MPa)and 21.5 ksi(148 MPa), respectively. The Metals USA Building Products, L.P., laminated foam 3.2.1.3 Panel Adhesive: The aluminum facings are roof panels are used as structural roof panels of patio factory-laminated to the panel core with an adhesive, covers complying with Appendix I of the IBC and Appendix described in the approved quality documentation that is a H of the IRC. The NPW-1 panels are nonload-bearing Type Il, Class 2, adhesive complying with the ICC-ES panels used as the full-height wall and kneewall panels of Acceptance Criteria for Sandwich Panel Adhesives patio enclosures regulated by Appendix I of the IBC and (AC05). Appendix H of the IRC. 3.2.1.4 Fasteners: Fasteners used to attach the panels 3.0 DESCRIPTION to underlying supports must be 1/4-inch-diameter (6.4 mm) 3.1 General:_ fasteners installed with a 1-inch-outside-diameter (25.4 mm)washer. 3.1.1 Laminated Foam Roof Panels: The Metals USA Building Products, L.P., laminated foam 3.2.1.5 Channel Beams: The channel beam is a 1-by-3- roof panels are factory-laminated sandwich panels inch (25.4 mm by 76 mm) extruded aluminum rectangular consisting of aluminum facing on both sides of a foam tube of alloy and temper 6063-T6 with a nominal wall plastic core. The panels have nominal thicknesses of 3, thickness of 0.060 inch (1.52 mm). The channel beam is 3.5,4 and 6 inches(76, 89, 101 or 152 mm), are 48 inches factory-installed in the panels by creating a slot to insert wide (1219 mm), and have a maximum length of 30 feet the channel beam by removing from the core ape of (9.1 m). As an option, the panels may include an internal foam plastic measuring 1.5 inches deep by 3±. • by76 mm). The slot is located 1/2 inch •�• -fl�� aluminum beam channel, factory-installed parallel to the (38 (• � • vi length of the panel and centered on the panel width. The the interior face of the panel.The channe e panels have a tongue-and-groove configuration at the into the slot and a piece of h-inch-thi•. I4i11 ma y: "ex sides. foam is placed in the gap between the s a Othe ,,. Z e t fxct ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed 4104.11 to as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as aK to anyfinding or other matter in this report,or as to any product covered by the report. mi mount �.. .. p 1�. Copyright©2009 Page 1 of 4 ESR-2229 I Most Widely Accepted and Trusted Page 2 of 4 3.2.2 NPW-1 Panels: 4.2.3 NPW-1 Panels: The NPW-1 panels must be 3.2.2.1 Exterior Face: The exterior facing is 1/8-inch- installed vertically between vertical mullions or posts thick (3.2 mm), tempered, prefinished hardboard panels spaced a maximum of 48 inches(1210 mm)on center that described in the quality documentation. provide panels with a minimum 2-inch wide (51 mm) bearing support to the panels for wind loads. All panel 3.2.2.2 Interior Face: The interior facing is prefinished edges must be protected from the weather with aluminum 1/8_ to %-inch-thick (3.2 to 6.4 mm) lauan plywood extrusions or metal flashing. complying with ANSI/HP-1983. Lauan plywood panels are labeled by the Hardwood Plywood and Veneer Association 5.0 CONDITIONS OF USE (HPVA)(IAS TL-224). 5.1 The Metals USA Building Products, L.P., laminated 3.2.2.3 Core: The panel core is 2-or 3-inch-thick (51 or foam roof panels and NPW-1 wall panels described in 76 mm) RMAX TSX 8500, which is a polyisocyanurate this report comply with, or are suitable alternatives to foam plastic board recognized in evaluation report ESR- what is specified in, those codes listed in Section 1.0 1864. of this report,subject to the following conditions: 3.2.2.4 Adhesive: The facings are bonded to the foam 5.2 Panel fabrication, identification and installation must plastic core with an adhesive,- described in the approved comply with this report and the manufacturer's quality documentation and complying with AC057 as a published installation instructions. In the event of Type II, Class 2,adhesive. conflicts between this report and the manufacturer's 4.0 DESIGN AND INSTALLATION published instructions,this report govems. 4.1 Design: 5.3 The panels are limited to use in patio covers regulated under Appendix I of the IBC and Appendix 4.1.1 Laminated Foam Roof Panels: H of the IRC. For use in allowable stress design, the allowable uniform 5.4 Panel connections to the supporting structure must be gravity downward and upward wind loads for the panels designed in accordance with the applicable code, used as roof panels are as set forth in Table 1. The prepared by a registered design professional where tabulated loads are the allowable total transverse loads for required by the jurisdiction, where the structure is the roof panels, which must be greater than the applied constructed and submitted to the code official for loads determined in accordance with the code, including approval. the load combinations in IBC Section 1605. Use of the 5.5 The remaining portions of the structure must be panels to resist any other load conditions (such as axial designed and constructed in accordance with the compression or tension forces due to horizontal wind loads applicable code. or use as a roof diaphragm to resist seismic or horizontal- wind loads)is outside the scope of this report. 5.6 Calculations and drawings demonstrating compliance 4.1.2 NPW-1 Panels: The panels have an allowable with this report must be submitted to the code official positive and negative transverse (wind) load of 25 psf for approval. The calculations and drawings must be (1197 Pa) for panels installed with a 48-inch (1219) prepared by a registered design professional where horizontal span between supporting patio enclosure required by the statutes of the jurisdiction in which the mullions or posts. Use of the panels to resist any other project is to be constructed. load conditions (such as axial compression or tension 5.7 The roof panels are manufactured at 3131 South forces due to gravity and wind loads, or use as a shear Richey Drive, Houston, Texas, and 6540-A Caballero wall to resist seismic or horizontal-wind loads) is outside Blvd., Buena Park, California, with inspections by CI the scope of this report. Professional Services Inc. (AA-656). The NPW-1 wall 4.2 Installation: panels are manufactured at 6450-A Caballero Boulevard, Buena Park, Califomia, with inspections 4.2.1 Laminated Foam Roof Panels:The panels must by CI Professional Services. be installed as the roof of the patio cover with the panel length continuous in the direction of the roof slope, without 5.8 The NPW-1 wall panels are manufactured at 6450-A transverse joints.The roof panel longitudinal seam must be Caballero Boulevard, Buena Park, California, with located a minimum of 23 inches (584 mm) from the inside inspections by CI Professional Services. face of the wall parallel to the panel length. A thermal 6.0 EVIDENCE SUBMITTED barrier as specified by the code is not required to be installed in the interior of the patio cover structure. The 6.1 Data in accordance with the ICC ES Acceptance panels must be installed with a roof slope as indicated in Criteria for Sandwich Panels (AC04), dated June Table 1. Supports at each end of the panel span must 2007(editorially revised April 2008). provide the panels with a minimum 1-inch-wide (25.4 mm) 6.2 Data in accordance with the ICC-ES Acceptance continuous bearing width, to provide support for panels Criteria for Foam Plastic Insulation(AC12),dated May subjected to gravity loads, and upward and downward wind 2008. loads.As an alternative to restraining the panels subjected 7.0 IDENTIFICATION to wind uplift loads, the panels must be fastened using fasteners described in Section 3.2.4 and spaced according A label must be affixed to each pa i r�g0 to Table 1 in this report. The installation details must be company name (Metals USA Building +` F '1t" .eg submitted to the code official for approval. evaluation report number(ESR-2229) , '-0= •- ' , 4.2.2 Roof Classification: The laminated foam roof inspection agency(CI Professional - i : n i:' . TO panels have a Class B roof classification in accordance h , `m 0 with ASTM E 108. The maximum roof slope must not �� exceed 1:12(8.3 percent). {,:, . . . . . ESR-2229 I Most Widely Accepted and Trusted Page 3 of 4 TABLE 1-ALLOWABLE PANEL SPANS PANEL DESCRIPTION AILOWAEALE PANEL SPANS'Ir'"'1,9") c., FacLoader OPtional ,. .,_ FUnisourn Panel Thickness Thickpc.24 Channel ' 20 pld 15 psf 20 Psf 30 pa f 35 psi 40 pat 45 psf 50 psf 55 psf Slope(Per Foot (inches) (inches) sewn m of Projection)"I Live se-r *Wag 23-7 111V..§4MittarnM AVV10A tilIVIV IPAMVARINAll Mtiag, 3/8'i loot 3 0.024 No Wind U0011 17-9' iv-r 17-6" 17-.1" 12-6 10-9' 1.1Y-2" 7-6 e-17 13,1" n/a Snow WOW MAW 1.7-7 11'-T mr-iir 111-7 g'-e• 0.-2- 8.-7 7-10, UT I Mot istraner rr4^ 4- r r 2' 2' r 2" Spading Li4e 1S-0' Wilgel,i 3.3.-1- MOM VA:4104Z 5.ntoza Intwo.rarnm uomm vgiaR 3/6/foot 3 0.024 Yes Wind 17-6' 14.-11' 12-3' 17-7 112-7 VAT 7-1.1" 7-0" e-r 7-13" nla Snow Wall'in:EtgatiV 12-5' 1.7.6 10-0 9'-9' 0.-2- 6-6" Er-r 7-6' lir 1 foot Fa" e Er 4. 4- 3- r 2" 24' 2" 2 Aqia.:4:•*,,,V4. swing 1-19 le'"5" 1#Ss:IM!: 14'8" .TAViliVill',:.4titT .'ffral5tia:^gOrgatM'',',5,.*-104.4tAMearAlVAtai 5fi0'/font 3.5 0.024 3W Wind 17-8" 10.-icr 35-0' 13-7 .17-10 17-0' 11'-5- 16-10" 21-4" 7-3" ala Snow4,-.W..*11,401Fla 1447 1/-11` 17-1.- 1.1'.5" 117-0 sz-r 942 9,-7 ur i'root ;;,-,f,,',.o.•:.,»T,-,,,,..:4-,,.r.'kill FaStel 7" 5.. 4" r 3 7 7 r r 2" .,..-...,...,........,,, r 1Ja6 le-r ligN4iiit; 1.4'-4' S1glot{qe.,4eiiE Aiiiii5iiiito waytro,v,lo!af,lat6i..kagie90,4'iaranVit 3.r8'/1001 3.5 0.014 Yea Wind 17-6" 16'-8' 14-11." 1.3-4- 12,-2" 1.1?-7 9,7' F-8' 7-9` 7-1' nia Snow .[;m941 yarel:i5 12-10' 17-6 iv-r .1.0*-7 9'..-11' 7-6 B--it- 8'-6' 1/7 11001 'Fall*I'a' 7 5- 4" .3"' 3' 7 2 2- y 2- 0;:',.; Swam Live 5.9.-10401I 15-8" 0:414,410414W4 iMORR5gfitAgol:g Ogg%igomg golawq ua-/row 4 0.024 No Wind 21-4" 16,2" 15.-0' 14*-10 12-6 17-1.1- 17-3- tr-r 17-1" 10-6 n/a Snow uns'a umiy4 17-1" 17-8' 17-7" 12-8" 10.-ir 1.10-4- W-7 7-4" 1/2"/IDOL .5 F"ker"t` 7" " 4' 3- 3' 2" 2' 7 2 r .-2.ii:''ii-1,It''''..iitii1.1.4 U.& 19-7"1441i44!..'4. 15,6UN.414.0.1Va4441.4i:.,Wil:rA04 A044 Afg.g4-.:).44.44.4 1/8'/I00 4 0.024 Yes Wind 21-2' 17-6' 15'-1' 17-8' 17-3' .11'-.3" 10-6" 7-11- r-n.- tr-i- 013 sou. Or,::-.4,741,V,tilW,M1 1.4•-r , 1.2"-0- 1.1"-T 10-9' 10.-7 7-6 7-2 6-5" 1/2"/Mot , .;• - - Pa" 7" 6 4" 3- 3^ 2'' 7' 2" 2" 7' .,..46'' ,-%'...V.,r.`,1-tt Spadog Elan 234, igkeiV 20-4-* 4.iltigl AMIN,:lalti'aitar,oorem T.fingarei Kzekittt;5tialat ihr I WI: 6 0.024 NO Wind 23'-0" 2740' 22-7- 17-7 17-6' 16-2" 16-1' 17-2" 13-5' 17-117 n/a Snow glqt t*I'$itgare 13'-3" 17-5- 17-0 14-0' 17-1' 174' 11'-9" 11.'-.3" 3/2'I kid 6" 4' r 7 2" 2" 2" "," 1" 1" '...':4,M:',Lii,,',.',?,044.': Spedno ...,,,X&'sr.-i •.2-,F,,,,Y.g. Live 23'6" VIRAV 17-0-,,:;,N3,M1t OiV140A iPaligial COMA WatitV.i4oralIKINAIUM tic/6V1 5 0.024 Yes Wind 2247 20-3" 17-5" 15-6' 14"-l' 1I-10 1.2-7 11"-6 112-10" 10-4` a/a Snowilg00,411'[.ReViV 16-9" 16-1" 12-117 17-12' 12-7 Iv-s• vv-lir 10-4' We/1001 6- 4" .r r r 7 7" r 1^ r ':, Ig';--•-•;m4N Elan 16r3" t.'...',; 44.0. 144- Va;f0::i r,.'i;;A:Vg.14'ii4MPLITii14.1,00§gagge;autaat,figam 3/6'/foot 3 0.032 No Wind 17-E" 16-9" 14*-12 12-6 17-6 11,10' 17-7 10'-7 10'-2' 0-9' 913 Snow IMP4.0,11.Migi 13..9* 114" I1-3.0" iv-2" 10-7 104' 9'-17 17-7 1/7/foot 4/ Elan 7' 5- 4" 3" 3- 3" 7" 2- 7 2' .,.7.1":., 37.1.- ‘11r1.6 Spacing 1 3 0.037 Yes Elan1l3-1.- I/4 4I/ 1-4'-7 [1914,Val elratiin aletWIA IESSZ MUM 112011W OVISTIV 3113"I Sim Wind 17-6" 16,7 14.-0' 15-6 17-6' 11*-6" 12-9' 16-6 7-6' 6-7 4/3 Snow djtY.M4 0:440{i 17-6" 17-6" 12-7' 10'-If 10-4' 7-10' 7-5' 7-0" la"/foot Fastener 7- .5-- 4- r r 3'' 2'' 2' 2' 2' Sfiedri0 Elan 30-0" MON 16-7 tkikin'Ai Moff.113k:0M.Vati 41ROAV,mem=avrw*tgaiMe 3/13"i toejt 35 0.032 Na Wind 27-1." 113*-10 16-10' 17-8' 14'-3" 15-4" L7-6 17-17 1r-6" 11,0" Ma Snow 4:044 4101.0, 17-6" 14,7 13,8' 17-7 1I'-l2' 1141" 16-17 112-8' 112"/foot F*111 6" 3- 4" 3" 3' 2' 7' 2" 2' 8' .''', '-- '----•--oe.P.' sp.r.uot, I.,,,dV,, LA.* 267- tfik .4 .15-11" !ii.`,0.01.041-f2i 010,N,4t6 ar111044ggathg ilmr4ra soavej ROW. 3/7/foot 3.5 0.032 les Wind 31-0" 13-8' 111-0" 15-2" 1.4-1' 12-2" 17-5" 11-7 16-10" 7-10- n/a Snow ;,;^,P=0:WAMPi:i 15-7 14'-0' 1.7-1" 17-4" 12-6 11"-1` 10'-6' 16-2" 1/2'/fadt F"t'atva' 6" 5" 4" 2' 3" 2' 2' 2' 2' 2" 414.:1,k.A.10. Spacing live 212-117 NOM 17-3" ,;'O,P,.0,A.'ig .546 AMA=t:LACAP Callima.,4;1..,04%;t.icilairo% 3/0"/fol71 4 1 [LAM /4-c, Wind 23'-0" 22.--7 IP-0 16-7 15,7 14.-7 12-6 17-10 11-3' 15-9.* nie 5no. 00:00%01M11 16-7' 15-3- 14'-3' 12-6 12-7 1.2-2' 12-9' 1r-2- 1/7/foot 160.4*49.0 6'' 4" 3" 3' 2" 2" 7' 2' 2" 1" ':',6:A3-.4'-' ..:,r,:f r;!. Spacing live 27-7 Wag:X. 1F-11." ti.A41,1,4/4,VORMTMO',431k,Wi'07,.1.10PARA elAggiVi T.014141:.:YA*144. 3/11/1001 4 0.032 Yes Wind 23-0" 36-0- 17-10' 17-1' 14'-7" 12-6" 12'-T 1.1*-17 12-Y 16-9" n/a Snow MIMA'4I4*e4*P, 16-3" 17-0 13-10' /7-10- 1.2.-0- 114' 1040" 111-4' Fasteaer Spedny 23 Uwe .4i^ 4Ri[Rit.l. 2.2-8- ,.:MVP1'4+0.f.gtrn:10,4v:mciv,,,m4:00,e.;;InostIlw gorgat.0;5,..i--,,,,, .ii,: , 1• 6 0.032 No Wind 22-0 20-0" 27-0 2.1^-8' 211-1- iir-to• 17-1cr 16.-10- 15,11" •, .' 0 , Snow r4,..rRi44*J11i 22-6' 3.11-4' 17-7 16-6" 12-6 14'-7' 1741" ,4'" ,.ire .../ ..i,,,. 6" 8' 3" 2'" 8' 2" So=dno Live 23'0' reiittIVO 22'1' kg'.•W$',Vii AMIAMI.RMMUI 14*I,W102:aUtgil V.614*0, /34.4- G*4 ,...,..;,.. 3 (1* t '. 6 0.032 Nes Wind 27-0" 23L2' 2047 16-7 16-9' .15-6' ,.. 14'-7 12-7' 12,40' - v-3 ..„ ...i4' Snow -41•'..4V.0 eAgm 10-9" 17-9' 16-4' 16-7 14.-3" 13-6 17‘0" •-r , . f:... 1 SO4Cintl ry, o.- For 51:1 inch=2524 mm,1 foot=305 him,1 lair=47.9 Pa "'Ill 41N64." 1' • ESR-2229 I Most Widely Accepted and Trusted Page 4 of 4 TABLE 1 FOOTNOTES 11)-Roof Panels are limited for use with a patio enclosure as defined in Appendix Chapter!of the 2006 International Building Code and Appendix Chapter H of the 2006 International Residential Code. -All superimposed loads presented above are uniformly distributed. The spans are based on single span,simply supported installations. Consideration shall be given to non-uniform loads such as those associated with snow build-up and areas of discontinuity for wind loads. —Unless otherwise noted,the maximum eave projection of the roof system is 24-inches. rax Panel Spans are based on a maximum temperature differential between the two panel skins of 10 degrees fahrenheit. (')Tabulated fastener spacings are for fasteners attaching to panel supports. (A) Minimum panel slopes are based on panel deflection only. Increased slopes will be required where panel accessories,such as mullions or flashing, can increase ponding caused by irregularities in the water flow path. Ssx Consideration has been given to the addition of one(1)ceiling fan per 4'wide panel with a maximum fan weight of 50 pounds. Therefore the allowable loads provided above are in addition to the weight of the ceiling fan. f6) The tabulated panel spansare also applicable when panels are subject to maintenance live load of 300 pounds,as defined in Table 1607.1 of the IBC. '4 Pi.0 ,PAS11, 0 ;'.�0 A - 1- n _ . • v AL ti i : 14 J 1 .lt, , • 41/4 .. 'I-- • 4, ,., : .... ,,,... .4! DATE. ,�u`�� -- — -- '- -- -- �- ,-� 04:; /-_�_ __ __ __ _ �-' __ . | --� - .__ _- / 1 - -_ -_ _ • • l- --_'' � i 1 -_ -_�-. -- -- __ __ __ _ __._'_'__� ' -__ -_ -_ -_ '__'_-'�__ __ __'__ __ __� - --� ---_ / —�r-- --- , — _ _ ' �� -- --�-�-`--- --�-_-��5_��=V�� - �^�^'` �-'-- -- ^ - .--� ----r--�--- -- -- -- �- --- | c'c/v/� � -- —�--'--' '-- CSV��-P - --- ---`� ---'--� --- --. -_'___ 64- ..- ~/ ' ` . �4- — ---- _ .__' '-- -_°�E20.1_0___,_ , --___- _-__-_-' -Project � . - '-_ - -- _ --� it :-__ ' ` . / �� / »- ~ _-' _ __ ____ -_ -_- _ __ i _ __� _ . _ For City Use Only Stiokan �;r.. PLUS Project Number ane Project Address 40000 a eVy® 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 taret date. Your application review TARGET DATE is ' — ) 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 ➢ 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. ➢ 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 a a ......raw.....10'-0" `G ......raw..... WAS , --, PROJECTION of GONER \ z 0 /7/� �� EXISTING RESIDENCE j 1�0" � wtaai � //////// ///1(////////////I//J(////////////////// .. f _ `� 6, �� -� stare, .23":12• 1) 4) 3421 !.i.:-:;..:,...,-..:.A"SANDt^11>✓H PANEI : I 1 kGOVERE},PATIO .- �.!'s G'/STE� '@�' :� .,,., ., ' ' ,::...4,..:;::,.... ANAL �� ` Q, j f.. 8-18-10 is ;:::`;,:p.;::e :.;: .1 •'' �:r':"' '‘: EXPIRES 03-19-12 .:::;: .,:::.::-,-.1.. i":%:: . I. at -i-z? . Reserved for Engineer Seal ' _.., .. ' ;:,.:.►.%:::f 'Cil rimierdR.oxJ;_ / `r chard Plum2'-0= I 9'-b"--I 9'-b"--i —2'-O" , RESIDENEXISTING/ ry = p.P.E. `r�� 4 E. Kotella eve OVERHANG CENTER TO GENTER OF F05T5 OVERMAN6 N Qnaheim, CA 2 3'-�" chardplumpOpeica.com LENGTH OF LOVER PLAN SCALE: 1/8"" 1'-O" I.amebae!da�aaarr Mr &d Cods Patio per MS h k IBC MS SMS ar 12`OG �r 9 in:I nub be teed ardcon ee garage* ' "' G r-- NEW 5"x5"POSTS Aae�Y Imnu. /\ e.: / 2.The net peens Mel have.aadeerll (t�,�j.i Y 2 `;j 1`::' TA oi. lope 0.23'pr foot. MIT I .i.."•ir> J.. 1• .b.1 be ahThe n F1la�a hpandirlar feck4opym�aErld "-.F . blMalee V s 325-P.:Mq.Mee. ha. 2'-0= 1-9'-6" I q'-6" I 2'-0" t aPfrepirkda eked*span bible. Paw.Mali saltine..la ur alaeBoa F-T_, • OVERHANG CENTER TO CENTER OF F0575 OVERHANG SIDE ELEVATION d span.an ee troeenree Ade. SCALE: 1/S". 1'-0" PANEL 2 S'-O" CENOTM OF CANER REAR ELEVATION SCALE: 1 IS'. 1'-0" `N"' py,11e Dat.' TWO 9/8"BOLTS W/ 1.5"STEEL WASHER 49 Y E BEAM STEEL POST El[ifilS USN' bO6f Tb ALUM BUILDING PRODUCTS L. ��'� �--- 5.860 — �� 1221 Lamar SL, Suite 500 ONE 3/6"BOLTS ..•• Houston, Texas HEAVY DUTY BRACKET 7-.:7---7.. ,y., •. ,I;�l in < .�.�.. ./.,.. (800) 231-4009 r :: ALUM OR STEEL11111 . ' ' .-- •' - e load SerNa Canty 'rte STEEL POST 0.090 Q N ;R,'•r i- T o '$'�lb Buena Park Service Center D O O ' 6450 Caballero Blvd. O n O 4 3/8" x 9" STEEL Buena Park, CA 90620 .v' I-SEAM WITH BRACKET .9 rt1 1 I I RODS (REBAR) 800-457-9959 ALUM.ALLOY 6061 T-6 p O F--24"-1 0,0 90 -- -1.-'"- J.____ rte,Nana end wane 1 Q *10 5M5 024" - ' 'c.-. !.--1-1 t ta FREESTANDING 0 PANEL INTERLOCKI RED FOOTING K Designers I a/ 6.040 —.4 J nl :�s;` yF` '' N 1 0X2"WOOD I `:-I �ryee Neaa ale war... - SCREW e 1 6"O/G / 6in �� 1.5 PGP FORM Maier �� 0 11924 E 21st St O *1osMs , _sTRUGTuzAI DESIGN PARAMETERS: Spokane, WA 99206 ! .6°0/C., rANEL DESIGN G ` f ny OPTIONAL FAN ALUM'G° l STUD WALL yy}ND LOAD: ciO MPH' Cetapai.Pr.i.at 1Q08351ALUM BEAM bOb3Tb 0'024" 3 105H 14HANGER' ' LIVE/SNOW: 40PSFFULL LENGTH OF PANEL ALUMINUMdEXPOSURE: B8-13-10 S 1 QMAX WEIGHT OF FAN 15 5o LBS. 0.1 8?5"x5°x5" 0 W ® STEEL POSTS • tl l ` ALUMINUM SANDWICH PANEL WALL ATTACHMENT ` —J .\40% a 1" PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF 1 RUSSES, BEAMS AND Fl ( Oi SYSTEMS PRIOR 1r) F RAMING IN :,F" 1 IONS THESE PLANS MUST BE KEPT ON THE JOB SITE THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS ,..,I,L,:,-, , • FiFveErt i` ..,. . . . • si---r:,,1 :I.:::..,J-y :.....•_ - .- .,; , .