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2007, 10-26 Permit App: 07004153 Deck, Driveway, PatioProject Number: 07004153 Inv: 1 Application Date: 10/26/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: BLD DECK 234 SF -POUR DRIVEWAY AND Contact. QUALITY CONSTRUCTION & REMOD PATIO SLABS Address: 3035 N STAGECOACH DR C - S - Z: POST FALLS ID 83854 Setbacks: Front Left: Right: Rear: Phone: (509) 475-3930 Group Name: Project Name: Site Information: Plat Key: 002761 Name: VERADALE PARK ADD District: East Parcel Number: 45141.0309 Block: SiteAddress: 1117 N ST CHARLES RD Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: 010 VERA Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Lot: Owner: Name: EISELE, MICHAEL D & CONNIE J Address: 1117 N SAINT CHARLES RD SPOKANE VALLEY, WA 99037-95 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: Review Building Plan Review Originally Released: Landuse/Zoning/HE Conditions Originally Released: Released By: 10/22/2007 By: TMELBOU Released By: -J 10/18/2007 By: mpalaniuk Permits: - : = . W s Operator: jmm Printed By: jmm Print Date: 10/26/2007 Project Number: 07004153 Inv: 1 Application Date: 10/26/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: QULITY CONSTRUCTION & Address: 3035 N STAGECOACH DRIVE POST FALLS ID 83854 Description Grp Type Notes DECK OPEN R-3 VB Building Permit - Firm: QUALITY CONSTRUCTION & RE Phone: (509) 475-3930 This Application: Sg Ft Valuation 234 $3,510.00 Totals: 234 $3,510.00 Item Description Units Unit Desc RESIDENTIAL PERMIT FEE 1 SELECT WSBC SURCHARGE 1 SELECT SF PLNS RVW < 7999 SQ FT 1 SELECT Total Project: Sn Ft Valuation 234 $3,510.00 234 $3,510.00 Fee Amount $97.25 $4.50 $38.90 Permit Total Fees: $140.65 Notes: �. ... d,, _ :ter.,. ...� 10/17/2007 -Contractor stated he will be submitting a revised site plan for this project. On hold pending submittal of the new site plan. 10/18/2007 -Received revised site plan. Payment Summary Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $140.65 $140.65 $0.00 $140.65 $140.65 $140.65 $0.00 $140.65 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and rinds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 10/26/2007 m I� S¢, 6 i, Ies A-0. r ., .4 14' la! 41 rn �-� rip- , �t� =-L-51 -z y$xf z, l!o`o-C, /VVC4, fi ,3.X8 je je ro �v 2Xl loft je,rs -�- /xIc geap" ih 00sr Sa odtfs 3D /1/1j,h 21 G(SeIt p� 1111 N, Sf, C6wdes 12� Sroi=ah-e, WA 79037 celr # - 179- 0517 / post,. dmale fa lecK oki �'ceo'td +� y2 140 t<k9 gc.Kvws lvptd> vvct S GAG -r /fp L �O T For cw�� pati � s iav p7 C7 CD om x � �m — c, m m D� Permit Center PERMIT NUMBER: `"I CM of 11703 E Sprague Ave, Suite B-3 Spokane Spokane Valley, WA 997 -1p PERMIT FEE: Valley (509)688-Oo3� www softie all Community Development b% Residential ConstructionNew Construction El Accessory Bldg ERM1T CENT 'tion/Remodel Deck Permit Application _ s Other: ce h, en't- SITE ADDRESS: 1 1 17 S+ f r '," ie S 0—,0' C,,/oo 1<" , `^�� 1 c0 77 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: g Owner: A i ,O ko,: e Name: Address: Ctry : p City: Z of Phone:3S 3 _ Zg 3� Fax: Contact Person Name: VA^ Phone: k7'9 - 3130 Describe the scope of work in detail: or c,i�cQ 12 X i)6 Cost of Project: $ 1n A?o PO yr iy n Gdrhe cl— Proposed Use: retdee *'� �' �''� re -s, ��� c ©� a �ti **************The HEIGHT TO PEAK: WA MAIN FLOOR TO SQ. FTG: JA FINISHED BASEMENT SQ. FTG: AIA # OF BEDROOMS: wing MUST be comple DIMENSIO S: 'l(3t 2 FLO R SQ. FTG: /VA GARAGE SQ. FTG: CONSTP,UCTION TYPE: write N/A if not a licable # OF STORIES: TOTAL HABITABLE SPACE: UNFIN BASEMENT SQ. FTG. IMPERVIOUS SURFACE /V'A cw 6A- /VA J PATI SQ. FTG -.7'4-1-- SLOPES ON JA �3 �e PROPERTY: c i rF 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 ordina �6)Plans or additional information may be required to be submitted, and subsequently approved before this application can be ocesse DATE: /P— ti --c7 SIGNATURE: Method of Payment: ❑ Cash heck Bankcard #: Authorized Signature: REVISED 2175/07 ❑ Mastercard ❑ VISA Expires: VIN#: v ti%v rz v Scol[ane L P ®�' Valle y 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 y b ° 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhalt@spokanevatley.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 Site Address: 1117 N ST CHARLES RD Parcel Number: 45141.0309 Zoning: UR -7 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WI`s 99206 Phone: 509.688.0036 Water District: VERA Applicant: QUALITY CONSTRUCTION & REM 3035 N STAGECOACH DR POST FALLS ID 83854 (509) 475-3930 e-mail: Contact: QUALITY CONSTRUCTION & REM 3035 N STAGECOACH DR POST FALLS ID 83854 (509) 475-3930 e-mail: Newproject 1J Previous pre -app meeting E] Plan revisions, A Transmittal Date: Thursday, October 18, 2007 Project Number: 07004153 Owner: EISELE, MICHAEL D & CONNIE J 1117 N SAINT CHARLES RD SPOKANE VALLEY, WA 99037-955 e-mail: Occupant: I C' e-mail: OCT L0UI Contractor: QULITY CONSTRUCTION & REMO Arch/ Engineer: 3035 N STAGECOACH DRIVE POST FALLS ID 83854 (509) 475-3930 e-mail: Project BLD DECK 234 SF -POUR DRIVEWAY AND PATIO SLABS Description: D�IU H X11H10 Please send all plan review and project comments via e-mail to the highlighted individuals. Spbkan�� jUalley Site Address: 1117 N ST CHARLES RD Parcel Number: 45141.0309 Zoning: UR -7 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 Water District: VERA Applicant: QUALITY CONSTRUCTION & REM 3035 N STAGECOACH DR POST FALLS ID 83854 (509) 475-3930 e-mail: New project Previous pre -app meeting EJ Plan revisions, Transmittal Date: Thursday, October 18, 2007 Project Number: 07004153 Owner: EISELE, MICHAEL D & CONNIE J 1117 N SAINT CHARLES RD SPOKANE VALLEY, WA 99037-955 e-mail: Contact: QUALITY CONSTRUCTION & REM Occupant: 3035 N STAGECOACH DR e-mail: POST FALLS ID 83854 (509) 475-3930 e-mail: Contractor: QULITY CONSTRUCTION & REMO Arch /Engineer: 3035 N STAGECOACH DRIVE POST FALLS ID 83854 (509) 475-3930 e-mail: Project BLD DECK 234 SF -POUR DRIVEWAY AND PATIO SLABS Description: Please send all plan review and project comments via e-mail to the highlighted individuals. Site Address: 1117 N ST CHARLES RD Parcel Number: 45141.0309 Zoning: UR -7 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 Water District: VERA Applicant: QUALITY CONSTRUCTION & REM 3035 N STAGECOACH DR POST FALLS ID 83854 (509) 475-3930 e-mail: Contact: QUALITY CONSTRUCTION & REM 3035 N STAGECOACH DR POST FALLS ID 83854 (509) 475-3930 e-mail: New project Previous pre -app meeting Plan revisions E] Transmittal Date: Tuesday, October 16, 2007 Project Number: 07004153 Owner: EISELE, MICHAEL D & CONNIE J 1117 N SAINT CHARLES RD SPOKANE VALLEY, WA 99037-955 e-mail: Occupant: e-mail: Contractor: QULITY CONSTRUCTION & REMO Arch/ Engineer: 3035 N STAGECOACH DRIVE POST FALLS ID 83854 (509) 475-3930 e-mail: Project BLD DECK 234 SF, VHF Description: Z8a CAA gPbX r OCT 1 CDO7 D r ll F P !I Please send all plan review and project comments via e-mail to the highlighted individuals. Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION1 CONSTRUCTION PLAN SITE PLA Please send all plan review and project comments via e-mail to the highlighted individuals. Permit Center Scrry or 11703 E Sprague Ave, Suite B-3 pOkane Spokane Valley, WA 9920 VED BY jValley (509)688-0036 FAX: (5�AFf(O KANE VALLEY. J www spokanevalley.org Community Development PERMIT NUMBER: J�5 s PERMIT FEE: Residential Construction �ieAfEftnstruction Permit Application odel Other: Cl,,rort SITE ADDRESS: 117 N Sq C ti,, f -e s U, GPe e 'A iv w -q ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Mt'cha E il Name: Address`. 110 At. S f . CG,a,,,r Le f City: 11-a++e Vr- lI t State: w,4 Zip:q �03-7 Phone: 3S� - 2 15 �S Fax: Ce 471- Contact Person Name: Dah HCatin Phone: -) 5- 3f 30 ❑ Accessory Bldg M Deck Contractor: Oa �. Name: Address: 3o35 N. " Ya ctiCh D r i' u e City: f45t IS State: / ZiP3�Sy Phone: (SZn) '� '? S- 3 13 0 Fax: Contractor Lic No: (, Q4 t_K 93 7 - Ex Date: -�-j Z U City Business Lic. No: 2 -7 70 S-8 Scribe the scope of work in detail: Cost of Project: $ /V/cloo uil JecK 'n 1Qacv w&44, p.C, 0k\ `Iva e)+ Cvl"ICre-k Pad � X 3 Nj X 3 Proposed Use: Pr;V"aT resJeoc,e **************The following MUST be com le HEIGHT TO PEAK. DIMENSIONS. MAIN FLOOR TO Q. 2 FLOOR SQ. FTG: FTG: NA- FINISHED BASEM NT GARAGE SQ. FTG: SQ. FTG: # OF BEDROOMS: CONSTRUCTION TYPE: U 0 ********* ,BLE SPACE: SURFACE ON h� EPTIC? The permitee verifies, acknowledges and agrees by their signature Yelling, the dwelling is/will be served by potable water. 2) Ownership of this ner. 3) The signatory is the property owner or has permission to represent the n is to be done in full compliance with the City of Spokane Valley Development Coce. rtoic ... _ _ ; City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any veuea.I— Ieral, 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 beproces�ed. SIGNATURE: , --t.-'".' DATE: f (� .—/6--07 Method of Payment:- F-1 ayment -❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 2/15/07 Spmdkoa�ne ,,;o0Va11ey@ 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhalt@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 11 Insulation information 110 PERMIT CENTER to Project Transmittal 11703 E Sprague Ave. Suite B-3 Spokane Valley WA 99206 = J Phone: 509.688.0036 Fax: 509.688.0037 New Application/Pre-Application ❑ Response to Review Comments ❑ Revisions to Application ❑ Other (Describe Below):. ❑ Route to (Please check all that apply): Provide one of the following (REQUIRED FOR ACCEPTANCE): PLUS Project #: Parcel Number: Site Address: 110 At, 5-1. Cka•r (e s Imo. 5Pd14".- Project Contact Information: Name: 01A- tea-' lk Phone: 4 7 S - 313D Email: Fax: Relationship to Project: ❑ Architect ❑ Engineer ❑ Other Design Professional V Contractor ❑ Owner/Applicant DATE STAMP: PERMIT ENTER 2. 3. 4. 5. 6. 7. 8. 9. 10. 2006 IRC Ten Things You Must KnoxY 8105.2 "Work Exempt From Ptac�d accessory structures used aokane County wU ms ool andestoo storage sq/ft threshold for one-story sheds, or similar uses. Table 8301.5 "Live Loads" — Attic storage is clarified in the footnotes of this table. An example: If two or more adjacent trusses with the same web configuration contain a rectangle 42 inches or greater in height by 24 inches or greater in width, located within the plane of the truss, a 20 Psf e abp_lleA ro the design of the bottom chord co,onents affected. of gnu -lam R319 -L5 "Exposed Glued -laminated Timbers" — Those portions timbers that form structural support buildings/ structures and are exposed to the weather, and not protected by a roof, eave, or similar covering shall be pressure treated, or naturally durable wood. WAC AMENDMENT 8327 "Protection Against Radon" State teadotion f TRC Appendix F for mitigation measures applicable ob�gain "High Radon Potential Counties" (Spokane county). Appendix F, Section AF101.1 (WAC Amendment) no longer permits un -vented (conditioned) crawl spaces. Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amends R408.2, permitting 1:300 sq/ft ratios for ventilating crawl spaces. R406.1 "Foundation Damp -proofing" — Language change removes "habitable or usable spaces", and replaces with "foundation walls that retain earth and enclose interior spaces and floors below grade..." effectively requiring damp -proofing of crawl space foundation walls. R406.2 similar for water -proofing. R613.2 "Window Sills" — New section requires protection similar to guardrails (4" dia. sphere) for operable portions of windows less than 24 inches above the finished floor, and greater than 72 inches above the adjacent exterior grade or surface below. R702.4.2 Tile Backer Board — Requires cement, fiber -cement, or glass mat gypsum backers for tile installation in tub and shower areas and wall panels in shower areas. R703.2 and Table R703.4 "Water -resistive Barrier" — Felt, or other approved barriers (house wrap) are now required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such felt/barriers under panel sidings with shiplap joints. R703.8 "Flashing" — The provisions for self -flashing windows (use if the window's mounting flange) has been eliminated. Approved corrosion -resistive flashings must be applied shingle fashion at all door/window openings. R613.1 requires window manufacturers to provide installation/ flashing instructions for each window. Washington State Energy Code Section 505.3 "Outdoor Lighting" — Luminaries providing outdoor lighting and permanently to residential buildings must be high efficiency (compact fluorescent) bulbs with pin style base. Exception allows incandescent fixtures controlled by motion sensors with integral photo sensors. I upOAaile. Y\ -9 1\fission , I 15' i I Cool i 01 l ea e ' 3 ct��lrl ct t J 1...i� Q = post saddle tun.: 353-293 S: cell: 979-0597 St. Clutries Rd. l6` driveway pad: to be added fence 3823`is.4. U1, DECK W 1 Concrete pad: to be a J4ed y l7 house Payment schedule: total sq.ft. deck: 156'; concrete: 276' 1) End of concrete work - $1,500.00 2) End of deck - $1,000.00 3) End of fi-aming roof over carport and deck — $1,500.00 4) End roof shingles and completion of job - $1,200.00 Total: $5,200,00 frame door: $300.00/frame & install door: $400.00 2 I con C, u5 Fo.•�e� x-15-313 p 10ic6"e/ RECEIVED BY CITY OF SPOKANE VALLEY MI -l":\1 0 <w 261371 (i PEPe5CENTER 5aw�� c.S 8Y: ore VAOd ScLo,e e --S J:h ,;k, Nt z)11t0 CJ [ �w✓It) �cY Wec.Y., 1 ec ��L>Gp iz8 r�yt r • • � q't�,°fx tx�xf a' j Ha � •10 pRn�: fU sc rewS pct' DE'^,`•' 1} G-l�►'L Wci.5l�r�pS f(p CO -� . b�� m i0O t (V O h m 45'D Mic;, va.tl 6e`sele i III N, S -f' C Ga,J(e5 n� �poiKLAO?/ WA 79o37 is h.:ceifl'979-0597 Tropes �--F-- TO -f -I ❑ �4 . ce ri.p„ r — 1 -Z 3 c �a�t,��l� y � i St rn 10 LIS m � o n/ --s -o M z m ra m p Pas'r Sale r cQecK D�1 peen- n UO rn > Le rn ✓n� �� C' E �o.b DECKS: Ledger board requires '/2" lag bolt (a) 16" o c. with flashing behind. Guardrail 36 in. high required if floor more than 1 30 in. above grade. Picket spacing no more than 4 in. apart. Posts 2i require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. C SPS -1 t \ � O JK JI°M ItW i ca See details House wall 18" minimum width Existing e�X rafters Existing �A_11 0 ---�rinn size x Ig cking Beam size x st size x (4 x 4 minimum) acing (6 x 6 recommended) Pre-engineered bracket 'DE5' (-NC-D Foe_ UPu F- T minimum depth Existing wall Continuous 2x ledger �-- anchor by lag screws FULL 36 IN. MIN GUARD HEIGHT PER SECT. 8310.1 AT LANDING I L 4 -IN. SPHERE CANNOT PASSTHROUQH 0 -IN. SPHERE CANNOT PASSTHROUGH OPEN RISER PERMIT: ED -1 IN. 6PHERE WILL NOT PASS THROUGH OR WHERE HEIGHT OF STAIR IS LESS TIIAN 30 INCHES 341N. MIN GvARD HEIGHT PER SECT. 8316. 130 IN. MAX FOR HANDRAIL PER SECT. 8318.1 •' 1 HUMVEl"MOF9 RI.MU9TEE PoNnnoOr /7171TIIEW T VRAIL TYPE 9IWICMI4- �r� M"ER 9NAPE9 WILL Am mex Iwrt111AIL WMI 011,l WAR 11/ IN. MUU 111IN. MAIL DIAMETER DA PnOV101: EOVIYALVff IIMU!"IM TI IAT 19 NOT CIRCIAAR ORMPAPIUIY MUST PROTIDE •EONVALENT UnAUPR10 SURFACE TU TO IF 9PECIFIFU CIRCUTAN C41089 EEUTIVN9 CIRCUTARMNOMIL NONCIRCULAR 14WURML TYPEI14DRAIL 10 IN. MIN RUN MAX. RISE 7314 IN. VARIATION OF RISER HEIGHTS SR TREAD DEPTHS SHALL NOT EXCEED ale IN. Decking m cent,r. M edge of ...ler ar r 1-I/i" Duro �.e -- T-0" maximum ---'� — — ' N D Post 1j'jf�"��' min minimum it covered 1Y' min ' Natural Crade_/ 7' ruin to daylight - I basewp 1" min. above concrete or provide treated wood r Minimum 2000 psi a fooling "" minimum Post 2000 psi concrete (minimum )" mi so Natural Grade1" If greater Ural provide a m 4x4 braces a' Io -beam Donn (Maximum Height shell more han 11 Post & Beam Connection detail (interior condition) Post Cep installed per nranufaclmer'a inatr.CHIM r Two IIZ" diameter lag —L bolts lop and bolt.. typical Fort -vfelal base cep I" min. above concrete or pio ids treated wood 6" minimum 24" minimum if covered y 12" minimum ledger all-h—em must be bolted through Post & Beam Couuee(iou delail osl cap installed per mauufaclurer's inslrucliuu Is" min. 24"'max, —...1 1+a-- (4x4) Overhang I I Knee brace !RiaPrtiA'.`.1(AI'II.1Srf`iA'FL�3Nf �Z'.T&nP.is.imsnrur !—'team Ig" min. (4A4 d2fy,J" ---�-_ ra L.UI" JioI.g Knee brace Its 1o1, .,.,1 bolt,— lryni- l 11/021'2007 12:10 5099245439 bU15t �Ow - Single 3-118" x 7-1/2" BOISE GLUL.AMT"i 24F-V4/DF Roof BearnLARB01 SC CALCO 9.5 Design Report - US 3 spans f Right cantilever 10112 slope Friday, November 02, 2007 12:01 Build 91 File Name: DAN 11-02-07 Job Name: Description_ VSM KENNY1RB01 Address: Specifier; �F City, State, Zip: , Designer Customer. Company: Code reports: ICB0 5745, LA - 01365 Misc: 130 UL 473 Urs SL 1061 Its 81 DL 1524 lbs SL 3000 lbs Total of Horizo"rtal Design Sparm = 17-06-00 B2 DL 728 lbs SL 1553 fba Load Summary Tag Description Load TIM Ret- Start End Live _100% Dead Snow Wind Roof Live 90% 115% 133% 129% Trib. 1 Standard Load Unf_ Area (psf) Left DO -MOD 17-06-00 15 30 10-00-00 Controls Summary value %A Duration Ccam Disclosure SM Lac*lm Completeness and acxuracy of input must Pos, Moment 2579 ft4b6 38.3% 115% 193 1 - Internal be verttled by anyone who wuud rely on Neg. Moment -3602 ft lbs 69.3% 115% 195 1 - Right o pc t as evidence of sudatRity for paakular End Shear 1215 lbs 25.5% 115% 193 1 - Left application. Outp<d neve dosed on building Cont. Shear 1922 lbs 40.4% 115% 195 1 - Right design properties and Total Load Defl. L/725 (0.132") 24.8% 193 1 anatysis mettrode. Installation of BOISE Live Load Defl, LJ953 (0,101") 25.2° 193 1 eroneered wood P must be n amm4ance with Cunard Insialtation Guide Total Neg. Defl -0.077" 10.3% 194 3 - Cantilever and applicable WIding Codes. To obtain Max Defl_ 0.137' 6.6% 193 1 Installation Guide or ask questions, please Span / Depth 12.8 n/a 0 1 can (sea)234.0056 before installation. BC CALCO, BC FRAMER®, AJST", Muttons ALLJOISTO , BC RIM BOARD'*', BG® , For roof members with slope (1/4)/12 or less final design roust ensure that ponding BOISE GLULAMTM, SIMPLE FRAMING instability will not occur_ SYSTEM®, VERSA-LANW, VERSA -RIM For roof members with slope (1/2)[12 or less final design must account for Rain -on -Snow PLUS=, VERSA-RIMV, surcharge load. VERSA-STRANI M, VERSA -STUD ID are trademarks of Boise Wood Products, L,L.G. Notes Design Meet% Code minimum (111130) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (2") Maximum load deflection criteria. Minimum bearing length for BO is 1_1/2". Minimum bearing length for B1 is 3", Minimum bearing length for 82 is 3". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 112 intermediate bearing Member Slope = 0, consider drainage. Page 1 of 1 11/b1111ju1 12: b1 5Uyy2454�y tSuj_ tL Single 3-118" x 6" BOISE GLULAMT SC CALCO 9.5 Design Report - US 3 spans I No cantilevers] 0112 slope Build 91 File Name: BC CALC Project Description: RB02 Specifier: Designer: Company: Misr" 24F-V41DF Roof Beam1RB02 Friday, November 02, 2047 11'50 Job Name: Address: City, State, Zip: Customer: Code reports: ICBO 5745. LA - 01365 .1i -:::# -2 1►1-U1J-VV - .." .," .. ,. tit) 51 62 lbs OL 0 IDs DL 792 lbs DL 1151 lbs DL 385 l SL 385 lbs SL 1695 lbs SL 1960 lbs SL 72d Ihs Total of Horizontal Design Spens = 18-00-00 Live Dead Snow Mnd Roof Live Load Summary Tag Description Ladd T Flet. Start End 140% 94% 115°k 133°6 125° Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 18-00-00 17 30 07-00-00 Cautions Uplift of 663 lbs found at span 1 - Left. For roof members with slope (1/4)112 or less final design must ensure that ponding instability will not occur, For roof members with slope (112)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meats Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (2") Maximum load deflection criteria, Minimum bearing length for BO is 1 -1/2" - Minimum bearing length for B1 is 3". Minimum bearing length for 132 is 3 Minimum bearing length for 83 is 1-112", Entered/Displayed Horizontal Span Length(s) = Clear Span + 1f2 min. end bearing + 112 intermediate bearing Member Slope = 0, consider drainage. Page 1 of 1 Disclosure Completeness- and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application- Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Gulde and applicable bullding codes. To obtain Im3tailatlon Guide or esk questions, ple®se call (ass)2-,%4A056 before Installation. DC CAL09), 8C FRAMERS, AJS-. ALLJoiSTO, 8C RIM BOARD, BCI®, BOISE GLULAMTM', SIMPLE FRAMING SYSTEMS, VERSA -LAMB, VERSA -RIM PLUS®, VERSA -RIM(&, VERSA-STRANDO, VERSA-STUD5are trademarks of Boise Wood Products, L. LC_ Load controls Summa value % Allowable Duration Case Span Location Pos. Moment 1843 ft -lbs 42.7% 115% 193 3 - internai Neg. Moment -2369 ft -lbs 71.30/6 115% 196 3 - Left End Shear -918 Ibs 24.1% 115% 193 3 - Right Cont. Shear 1415 lbs 37.1% 115% 196 3 - Left Uplift 663 lbs n/a 194 1 - Left Total Load Deft_ U527 (0,182") 34.1% 193 3 Live Load Defl. L1749 (0.128") 32.0% 193 3 Total Neg_ Defl. -0.032" 4.3% 193 2 Max DefL 0,182" 9,1% 193 3 Span 1 Depth 16.0 n1a 0 2 Cautions Uplift of 663 lbs found at span 1 - Left. For roof members with slope (1/4)112 or less final design must ensure that ponding instability will not occur, For roof members with slope (112)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meats Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary (2") Maximum load deflection criteria, Minimum bearing length for BO is 1 -1/2" - Minimum bearing length for B1 is 3". Minimum bearing length for 132 is 3 Minimum bearing length for 83 is 1-112", Entered/Displayed Horizontal Span Length(s) = Clear Span + 1f2 min. end bearing + 112 intermediate bearing Member Slope = 0, consider drainage. Page 1 of 1 Disclosure Completeness- and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application- Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Gulde and applicable bullding codes. To obtain Im3tailatlon Guide or esk questions, ple®se call (ass)2-,%4A056 before Installation. DC CAL09), 8C FRAMERS, AJS-. ALLJoiSTO, 8C RIM BOARD, BCI®, BOISE GLULAMTM', SIMPLE FRAMING SYSTEMS, VERSA -LAMB, VERSA -RIM PLUS®, VERSA -RIM(&, VERSA-STRANDO, VERSA-STUD5are trademarks of Boise Wood Products, L. LC_ IN Single 3.118" x 13-112" BOISE GLUL.AMTm 24F.V41DF Roof Beam\RB03 ��- Friday, November 02, 200711:52 SC CALL® 9.5 Design Report - US 1 span I No cantilevers 0/12 slope y. Build 91 File Name: BC CALL Project Job (dame: Description: RB03 Address_ Specifier. City, State, Zip:, Designer: Company: Customer: Code reports: ICBG 5745, LA - 01365 Misc: 12 so 51 DL 1418 lbs DL 1418 lbs 5L 2544 Iba SL 2641 Iba Total of Hortmntal Design Span* = 16 -DO -00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load TXM Ret Statt End 100% 80% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 16-00-00 17 30 10-00-00 2 Conc, PL (Ibs) Left 10-0"0 10-00-00 0 385 n/a Cautions For roof members with slope (1/4}/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (112)/12 or less final design must account for Rain -on -Snow surcharge load, Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (Ll240) Live load deflection criteria. Design meets arbitrary (2") Maximum load deflection criteria. Minimum bearing length for BO is 2". Minimum bearing length for 81 is 2". Entered/Disptayed Horizontal Span Length(s) = Clear Span + 112 min. end bearing + 1/2 Intermediate bearing Member Slope = 0, consider drainage. Page 1 of 1 w - Disclosure Completemsa and accuracy of input must be verMed by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be In accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questlons, please call (886)2340058 before installation. BC CALC8, BC FRAME RID , AJS-, ALLJOISTS, BC RIM BOAROTM", BC10, BOISE GLULAMT4, SIMPLE FRAMING SYSTEMS, VERSA -LAMS, VERSA -RIM PLUS®, VERSA -RIMS, VERSA -STRAND®, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. RECEIVED BY CITY OF SPOKANE VALLEY :PI=KNIT N-fER. By. _ Load Controls summary value %Allowable ouratlon Case span Location Pos, Moment 16447 ft -lbs 75.3% 115% 3 1 - Internal End Shear 3487 lbs 40.7% 115% 3 1 - Right Total Load Defl. L/293 (0.655") 61,4% 3 1 Live Load Defl. U448 (0,429") 53.6% 3 1 Max Defl. 0,655" 32.80A 3 1 Span / Depth 14.2 n/a 0 1 Cautions For roof members with slope (1/4}/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (112)/12 or less final design must account for Rain -on -Snow surcharge load, Notes Design meets Code minimum (L/180) Total load deflection criteria. Design meets Code minimum (Ll240) Live load deflection criteria. Design meets arbitrary (2") Maximum load deflection criteria. Minimum bearing length for BO is 2". Minimum bearing length for 81 is 2". Entered/Disptayed Horizontal Span Length(s) = Clear Span + 112 min. end bearing + 1/2 Intermediate bearing Member Slope = 0, consider drainage. Page 1 of 1 w - Disclosure Completemsa and accuracy of input must be verMed by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be In accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questlons, please call (886)2340058 before installation. BC CALC8, BC FRAME RID , AJS-, ALLJOISTS, BC RIM BOAROTM", BC10, BOISE GLULAMT4, SIMPLE FRAMING SYSTEMS, VERSA -LAMS, VERSA -RIM PLUS®, VERSA -RIMS, VERSA -STRAND®, VERSA -STUDS are trademarks of Boise Wood Products, L.L.C. RECEIVED BY CITY OF SPOKANE VALLEY :PI=KNIT N-fER. By. _ I& Payment schedule: total sq.ft. deck: 156'; concrete: 276' 5) End of concrete work - $1,500.00 6) End of deck - $1,000.00 7) End of framing roof over carport and deck — $1,500.00 8) End roof shingles and completion of job - $1,200.00 Total: $5,200.00 frame door: $300.00/f7ame & install door: $400.00 At PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUILDINg DIVISION --- F_� I o ZZ 0�7