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2007, 11-19 Permit App: 07004396 Pole Bldg Project Number: 07004396 Inv: 1 Application Date: 11/19/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 25 X 30 POLE BLDG Contact: BULLDOG CONTRACTORS INC Address: 11308 E 11TH C-S-Z: SPOKANE VALLEY WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)435-3215 Group Name: Site Information: Project Name: Plat Key: 002704 Name: UNIVERSITY PLACE District: Sout Parcel Number: 45204.2049 Block: Lot: SiteAddress: 10604 E 11TH AVE Owner:Name: PEMBLE,WESLEY T&KELLI L Address: 10604 E 11TH AVE Location::CSV SPOKANE VALLEY,WA 99206-69 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 7,500 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: „ x__, Review Building Plan Review Released By: Originally Released: 11/2/2007 By: tmelbourn Landuse/Zoning/HE Conditions Released By: The applicant adjusted the bldg to 25X30 Originally Released: 11/19/2007 By: mbasinger Permits: Operator: jmm Printed By: JD Print Date: 11/19/2007 Project Number: 07004396 Inv: 1 Application Date: 11/19/2007 Page 2 of 2 • THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: BULLDOG CONTRACTORS INC Firm: BULLDOG CONTRACTORS INC Address: 11308 E 11TH Phone: (509)435-3577 SPOKANE VALLEY WA 99206 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 750 $14,250.00 750 $14,250.00 Totals: 750 $14,250.00 750 $14,250.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $251.25 ACCESSORY PLANS REVIEW 1 SELECT $62.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $318.56 Notes Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $318.56 $318.56 $0.00 $318.56 $318.56 $318.56 $0.00 $318.56 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: .ID Print Date: 11/19/2007 Permit Center ��, crrrof - --°4 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: _ / )tiiey PERMIT FEE: . (509)x? ` iAEt www.spokanevalley.org Community Development 0 s ZQ6, Residential ConstructioI RMIT CENTER IRNew Construction Accessory Bldg Permit Application B : i Addition/Remodel Deck n Other: SITE ADDRESS: IOtt Qy 11 11' QVC. ASSESSORS PARCEL NO: 115-26 el, Zo 6/7 LEGAL DESCRIPTION: Building Owner: Contractor: Name: �(,,'_ /esle Y T. pemb/....e. Name: jG1)do3 COiL$717e ec74:7,es .,z, C Address: 6, 1O1,O/ 1 /TH AUe, Address://308 // yam �, vc City: pfi kAa ie (AL, State: Uji Zip: aaG City:5e...44Are c ////R i Zip99206 Phone: ® ) Ga4-3/o-1 Fax: Phone: 9 z_ ,(3,g,/ Fax: 9 a !_�/r% / Contractor ie No: I Exp Date: 7 `�v 74� 0e-410X-I 733ms 7-2S-0 f Contact Person City Business Lic.No: Name: Phone: Describe the scope of work in detail: Cost of Project: $/6 >K 15 1 0 s 2c ,(36W/ tea(-e -,,ii 1d ?di .ee. , e_,,!,6/. Proposed Use: ko �.x r.('65 S+ i cc **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK. DIMENSIONS:25-)(3°' ' #OF STORIES: TOTAL HABITABLE SPACE: /8 '/o„ MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE . FTG• 0 AREA:co, .7- /1/(A1' A /CA FINISHED BASE ENT RAG 40. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: ,U k 51-7i4;49 -756, Ae4 PROPERTY: 440 #OF BEDR OMS• C NSTRU TION TYPE: HEAT SOURCE: 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 processed. SIGNATU- = �� //DATE: !C —1/ a 7 Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 Spokane '\Tl11Q ,T® 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 • Fax: 509.688.0037 ♦ cityhall®spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information RECEIVED BY CITY OF SPOKANE VALLEY. NT! 0 1 2061 , PERMIT CENTER b 1 , - -- : i p ti kopaS.ef) 1 5T eucTUR-e- . it I ‘ e,216f j i -----"")! i 1 / . / I ! 31 I i ; • I ; 1 , I ; APPROVED BY ///.LILL7,_-- 7 , ... 1 I ......... I I, 4IIS1 ! : 0 : 1 EXi ST"'If t I 1 1 ! 111 i 1 3 / k--- 1 K— 1 E /0(.00,-/ ilrfri. Alie, 1 I i , '; 1 ----:-' ------ 7,S ° 711-444_, 57 Ass 6,.., 34,1eS it k-k-t,‘ pAgslez /0- 2V, I NoT14 j Job Name: Truss ID: T02 • Sac 1-LOC Raaf' 5128 Pap.0 TC 2x6 DEL S6 Qty: D`era`'�: I 0• z-12 3.4118 S.sd- 2.ss• BC 2�DEL 2400F•2AE Designed per ANStrIP(1.2002 This design based on chord bract a 2 25. 4 359e 5.6s• 2.57• WEB 2x4 DFL STUD This design does notaeoourst for long harem bracing applied sae et25. 9-l�r;F rpo.-1 are saaEd caz,r Lnmbelshear slioxrablosars per NDS. time dependentloadingtGeep}.Building Peethmaxo r, ie: no cad tsuee wet.ezia3 at sorb bearing TOSDESIGN ISTHECOMPOSITE RESULT OP D�eJobntO Detail forthis. msxo.t. from to Refer to Joint QC Detail 516881 for TC 24 AO' 0.0-0 26.0-0 TC Mince A1c est MULTIPLE LOAD CASES. Maximum Rotational Tolerance used SC 108.00' 0-0-41 20 0•p Loaded for 10 PSF non,coneureent BCLL. IRC98C tinea plate values are based on UPipor RC CiWind 1-2 -8292 0.42 0.59 1.120 Loaded for 200 lb non concurrent moving Support CSC NondYnd 2-3 -7079 0.19 0.76 0.96 BCLL. testing and approval as required by MC 1769 1 •1GIT lb 2-4 -'0'rs 0.19 0.76 0.95 ASCET•41S SNOV/L.OAD DESIGN CRITERIA; and AASVTPI and are reported in avalleble 2 -10171b 6-5 •0297 6.43 c.58 1.oo Pg=S2 pad.Ce=1_0,I m 13),Cl.1.110 documents as ER•1607 and ESR-1116. T61s truss is designed using Designed for a port-frame building gthe ec roam AXL. elle CST Bldg Ea 5Wind Specification a]Mlitati0n. Bldg Enclosed=Yes,Importance Factor =1.00 1-8 7152 0.35 0.04 o_ss Treace Locatbn=Not End Zone 8-5 5551 0.35 0_61 0_55 Hunacan6'Deaan Una=Np, 9-S 5E62 0.35 0.06 0_55 Btdp Length=MAO t4 nig W�IdtA--MAXI K s-10 TE62 0.92 0.00 0.55 Mean roof Reheat:14,44 ft,mph= 90 lass real a ssr >� +•�� car TPI Standard C cattpo .-y,Dead Load= 3.6 pct 2-7 -rise o_47 1_oDesigned as Main Wind Force Resisting System 26549e 0.E9 -LoN•-rlsoandCorlytorrernsand CiaddMg 3-7 20b4 0.65 4-9 -lyse o.t1 Tributary andree Co 6 sgft MAX DEFLECTION/span): 1.838 MEN 1.41(LIVE}LC 1 L=-0.42'0=-0.05"T=-0_f6' _or Joint Locations 1 0.0.0 6 0-0.0 2 7-1-14 7 9.1.4 5 13.0.0 9 14-0.0 4 15.10.2 9 16.10.12 I 13-0-0 5 26.0.0 10 26-0.0 1 2 i3 13-0-0 4 S 4.00 --42-70-1 T /3 RV16X8 W3xava, 4.10-1 f W6X12 ` / WGX12 410.1 1 To-s-1 6tam W5X5 S--WSXe 1 fl-0 t SHIP W5X5 I S 26-0-0 T 8 9 10 I All connector plates are Truswa124)ge.unless preceded by"W"for Wave 20 ga.."HS"for H S 20 go.,•'5"for 5518 pa.from Alpine;or preceded 0/31/2007 by'UK'for TWP.tX 211 ga.or`H"for 16 ga.from Tneswal,positioned per Joint Detail Reports washable from TruswaI software,unless noted. Scale:542"=1• WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng.Job:_EJ. This dealgnIs to an Individual'building component nal buss system.le has been based one BYO=� and done in amenfant*wiMthe nmeni vrrsfored of 191 and APPA design standards.No speitialtyie Fss,, o:dimensicmal component Diuer chic:Rod are to be%wined by the compos,-t ncr,NalWnranclIer tedleRr �n Thhsb yie as derosdtr nodasl tale MOracy.Dmx�ysl0nr Milked on thin*elan meal:reamed the IOddl inn a daggnerprlorM tabrialInn.11w budding dt�ajrtr meal!asorlaln tact has pads Dans.RM TIMBERLINE iS Milked on braced in*elan noel:r cooedc nom eI leading witend�wie�r anellcallon.7Lsdsaign assumes that the top chord naso.Bracing shown Is res laden!s laterally byedgld einalhTl rreiedal dainty enacting,Imlega etheratse TC Sive 40.0D psf Mbr4 L=1.15 P=1.13 / TRUSS t'op°"ofcomptrnentsmsmbsesonlytoradoaebuddinglengMaihincomponentdealtnotbeplssedloahy TC Snow 4D.00psf O .r7�� environment Ihat will came moist,necontent el the wood to caoee4195 andlor cane tor pate eo Tosien&Fabrlra.•a.handle,Innen TC Dead 5.00 psf Rep chid 1.00 and brace this truss in aeoordarsoe with thera9eing standing='Joint end Cutting Deba gyorts'avalntram as mama Trusvralaolthare, BC Live 0.00 est O.G.Spadng 6.0-0 Po 8011 146 kewanan Lake Wa.99025 ANSITPI V,INTCA l'-Woad Truss Council nt f rOcdla Standard Design Ra pmratbl101es.EUIIJNNG COOTONSpT SAFETY INFCE4MATIDN•. p;C91.0a)and SCS2SUMMARY SHEETS'by WtCA end TP1.The Snots Palle lns7Cute(TPg Is localid al 083 D'Onatdo owe,Madaort. BC Dead 1.00 psf Design Spec IBC-2606 WOisonsle 517:9.The Amed=Fmesl and Paper Assoc ietlon 15994k lorded at 1111 113th Bennet,HIV.,Ste 870,Washington,DC 2tctn, TOTAL 4690 psf Segs TTi_5.52- 0 NOTES FOR FLOOR PLAN S1 INTERI❑R FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET C) GABLE END WALL POSTS — 6" X 6' TYPICAL DOOR POSTS — 4" X 6" TYPICAL F❑❑TING DIMENSI❑NS, B = 1'-8"; D = 3'—O" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24' ❑.C., BEARING OR J❑IST HANGERS (TYPICAL) W SPAN 2 C I— N z W ( iliTYP W / -/ J ¢ f o _ _D❑UBLE TRUSSES - - __ V) < 0 Z_ 1=1 Z q Zp ZW -1 J Q J J ' '> Dly J ce p —1 p W Q J d W - W ) > DL, a > a > a J Lu '.0 a l0 f--' a '.0 a a L, J o J o L� o '60 (D q I X W o X L� o X � X � ib iU (1J ( ) 2 N (1-1a ce `- o ' (U 0 Wv W W icei O iii _, L( (:) D a D eL v fT ❑ IBLE TRUSSESV) a V) U V) 0- CO —I- A. � � Z A ) A J >- J >- J '-' z� . cl c' o o '° q o a) a X X OD N r o 'iu ;- o w Lu Xo Cu (li @1 `� ay a W W W V) @J V) OJ V) Cu D p D p 5:1SINGLE TRUSS N / / / / \-® \--® \-© PLAN VIEW N.T.S. 1WAMBEKE ENGINEERING�� of w .' Daniel Wambeke, P. E. Watt v 9 t �� 4' ■I'" ' TO 509-443-6186 Rua 509-448-6582 moll draMeke�sruo, 3 ' COBUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS O BULLDOG CONTRACTORS, INC. 'els 4y 11308 E. 1TH AVENUE S' 'ONAL 1 SDRPOKANEDA TE VALLEY. WA 99206AWN BY REV WAMBEKE 3-30-07 BULLDOG-IBC01 EXPIRES 12/29/07 APPROVED SCALENTS • • SE\ DETAIL 1 ^' SEE 44115) 12 1' DETAIL I `�� `` 1 -'.-OZ4k. "tiloil% IF NOTES FOR SECTION A—A J 60 Si TYPICAL PURLIN, SEE FLOOR 11-0.U PLAN F❑R SIZE S2 TRUSS DESIGN BY OTHERSI Z D 0 2' X 6' @ 24' D. C., 10' BAYS '—' nDF—L #2 GIRTS FLAT @ 24' O.C. I p i @ 2' X 6' @ 24' 0. C., 12' BAYS SEE : - S3 El U DF—L #2 GIRTS FLAT @ 24' O.C. DETAIL 0 CONCRETE FO❑TING, SEE SCHEDULE 2 W SS W EXTEND POST TO TOP OF PURLIN 1 0 r ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑❑DFAST TEKS. +.4 WALLS FASTENED TO GIRTS WITH 1' LONG ' Q '', ?_, W❑❑DFAST TEKS. . S4 Ai •`- SEE FOOTING ' •:' DETAIL ••• B BUILDING SECTION A - A N.T.S. tiEti w WAMBEKE ENGINEERING } $of ,„ Daniel War�beke, P. E. Spokane,Wnrt99223 N �� A TO 509-443-6186 Fox*509-448-6582 r 'im na8 dwanbeke con STANDARD BUILDING SECTION C STANDARD POST FRAME BUILDING PLANS 0 BULLDOG CONTRACTORS, INC. s��iss Cs/ 11308 E. 1TH AVENUE `SjONAL SPOKANE ARAWN BY VALEY. WA 99206 E REV. WAMBEKE B-30-07 EXPIRES 12/29/07 APPROVED SCALE BULLDOG—IBCO2 NTS • BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM—FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPLICATIONS — BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C—DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED 0 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED WITH 7/16" O.S.B. BOARD, 1/2" C—DX PLYWOOD, 15/32" T-111 PLYWOOD SIDING OR HARDI—PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO GIRTS WITH 8d, NAILS 0 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES 0 6" 0. C. 0 PANEL EDGES & INTERMEDIATE FRAMING. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF tiEL wAikWAMBEKE ENGINEERING OF . zi; Daniel Wambeke, P. E. 2aokages,WAst9,SW Tel 509-443-6186 Fax'509-448-6582 e-maildreebekelnsn.con �� �' ��► SPECIFICATIONS FOR L' c))-- TYPICAL POST FRAME BUILDINGS BULLDOG CONTRACTORS, INC. 44, 4iit180o ti 11308 E. 1TH AVENUE s`rj0NAL �iitteDRAWN co TE VALLEY. WA 99206 REV, WAMBEKE B-30-07 BULLDOG-IBC03 EXPIRES 12/29/07 APPROVED SCALE NTS NOTES FOR F❑❑TING DETAIL ® TREATED POSTS AS SIZED PER SCHEDULE 9 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING 0 UNDISTURBED S❑IL 0 ►: , 1- a • ...- :_,. . _ .. . . ® _ •;:�:;:�...,, "B" DIA, FOOTING DETAIL N.T.S. 1VL NO WAMBEKE ENGINEERING 2913 East 61st t pF Daniel Warnbeke, P. E. Spokane,WA �1, ;�ii Tel.509-443-6186 Fax.509-448-6582 e-naR MarbekeRnen.can w � STANDARD FOOTING DETAILS L. •0-, ie.., * STANDARD POST FRAME BUILDING PLANS PO o BULLDOG CONTRACTORS, INC. 'e ti 11308 E. 1TH AVENUE sm e`r1ONAL # SPOKAN EA ATE VALLEY. WA 99206DRAWN BY REV. WAMBEKE 3-30-07 BULLDOG-IBC04 EXPIRES 12/29/07 APPROVED SCALE NTS POST/FOOTING SCHEDULE 30' SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 10'-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29 10'-0" 16'-0" 6" X 8" 26" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 8" W2" X 6" 26" 3'-0" NO 0.35 101-0" 22'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 10'-0" 24'-0" 6" X 12" 26" 3'-3" NO 0.38 8'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 6" X 6" 28" 3'-0" NO 0.35 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.35 14'-0" 6" X 8" 28" 3'-0" NO 0.41 16'-0" 6" X 8" W/2" X 6" 28" 3'-0" NO 0.41 18'-0" 6" X 10" 28" 3'-0" NO 0.41 20'-0" 6" X 12" 28" 3'-0" NO 0.41 22'-0" 6" X 12" W/2" X 6" 28" 3'-2" NO 0.43 24'-0" 6" X 12" 28" 3'-6" NO 0.48 NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 18"0 X 3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". LN sa vAsWAMBEKE ENGINEERING 2913 Enst 61st Q�t Daniel Wambeke, P. E. Spnknne,WA 99223 TO 509-443-6186 Fax,509-448-6582 e-nal deenbekebuncon tV- ' L' POST & FOOTING SIZES 26' TO 32' SPANS — 40 PSF L.L. 180_ STANDARD POST FRAME BUILDING PLANS B s A ONs L �1 11308, CONTRACTORS,LLDOG INC. E. 1TH AVENUE SPOKANE VALLEY. WA 99206 DRAWN BY DATE REV. EXPIRES 12/29/07 WAMBEKE 8-30-07 APPROVED SCALE BULLDOG—IBC05-30 NTS PURLIN C❑NNECTI❑N METHODS! A). 'PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE 0 BUTTED AND NAILED W/(2) 16d NAILS INTC). PUROLINSCH MAYUBEIN ` PUR�rN oNN LAPPED AND NAILED _I Han f criON W/(3) 16dNAILS. ON C❑NNECTI❑N METHODS S7 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN //t W/(1) 16d NAIL INTO /�i�ij 1 EACH TOP CHORD MEMBER �i �/ 43 S8 f\ii erH I fT tiODOHBecT roN re. `®Oji/i'PUR ® _Al/, N THD AfcT7p NOTES FOR CONNECTIODETAIL H S1 TRUSS TOP CHORDS S9 ���j ' TRUSS DESIGN BY TRUSS MANUFACTURER ......... ;111.11F41 S3 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. S7 S2 NAIL PURLINS W/(3) 16d NAILS 8 S6 CO S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. $ O S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE P❑ST/FO❑TING SCHEDULE. ® 0 4 - 40d GALV. NAILS IN PRE-DRILLED HOLES OR 3/4'0 MACHINE BOLT SI SOLID BLOCKING AT CONNECTION POINTS. TYP. PURLIN, SEE FLOOR PLAN FOR SIZE • 0 2' X 6' OR 2' X 8' TOP GIRT 1.' 0 4 - 16d NAILS OR 3/4'0 M. BOLT DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. \1 W4 WAMBEKE ENGINEERING �`4,aI Rl. ' Daniel Wambeke, P. E. sane WA 992231 , �.�� �� Tel.509-443-6186 Fax.509-448-6582 e-nall dnnbekeb+sn.con • L TRUSS - COLUMN CONNECTION TT PURLIN CONNECTION METHODS % STANDARD POST FRAME BUILDING PLANS 08 of s`rIONAL e DRAWN BY DATE REV. WAMBEKE BULLDOG-IBC06 EXPIRES 12/29/07 APPROVED SCALE NTS 12 4 i`\� Ole was/`i I 46) 1-1 20' 0" MAXIMUM 1-1 �I I- 1 �I I SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W!2" X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24° O.C., 12' BAYS, DF-L #2 S4 2' X 8° FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2° X 6' BOTTOM GIRT OR TREATED 2' X 10° BOTTOM GIRT 1�L W WAMBEKE ENGINEERING 2913 East 61st�-t ,q4� � r / Daniel Warlbeke, P. E. Spoken..WA 99223 ,V', 5Tee 509-443-6186 Fax.509-448-6582 e-naR dranbekelnsncon ' /4 A FRONT ELEVATION c "- SINGLE OVERHEAD DOOR OPTION 450 TYPICAL POST FRAME BUILDINGS Iso-� BULLDOG CONTRACTORS, INC. s11308 E. 1TH AV S%NAL# SPOKANE VALLEY.EWAE 99206 DRAWN BY DATE REV. EXPIRES 12/29/07 WAMBEKE 3-30-07 BULLDOG—IBC09 APPROVED SCALE NTS 12 00 • oio SEE II � � 3 DETAIL —DOOR 3068 MAND❑❑R ❑PTI❑N OPENING OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 6' HEADER S4 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. \V' 7/4140 WAMBEKE ENGINEERING sot ��L�, Daniel Vambeke, P. E. 2913 Spokane,East�� aC ' 81 Tee 509-443-6186 Fax 509-448-6582 e-no2 dnNxke2nsnson � �' FRONT ELEVATION �,. PASS DOOR OPTION & TYPICAL POST FRAME BUILDINGS BULLDOG CONTRACTORS, INC. -,,4448..(4,,,e- 11308 E. 1TH AVENUE `'1ONAL SPOKANE VALLEY. WA 99206 DRAWN BY DATE REV. WAMBEKE p-30-07 BULLDOG—IBC12 EXPIRES 12/29/07 APPROVED SCALE NTS • S1 ® 0 14.44414411444114411\ 0 /". 1 1' TYPICAL TRUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS 0DOUBLE INTERIOR TRUSSES 02" X 4' X-BRACING @ 10,-0" O.C., OR SPACING DICTATED BY TRUSS MANUFACTURER OVER RIDES THE 10'-0" O. C. SPACING 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0" O.C. SS TOENAIL BRACES TO TRUSSES WITH 3 - 1001 NAILS SHEATHING REQUIRMENTS I THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' NE ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT 3e FIELD SCREWS' #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) EAVE AND RIDGE PURLIN SCREWS' #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' ENDWALL STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT It FIELD SCREWS' #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' #14 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS l�L W411 OA DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, GUS' C G EAVE & RIDGE PURLINS ON ROOF 4ssAtl8 %NAL DOTED ABOSCREWS) TYPICAL SCREW PATTERN, EXCEPT AS EXPIRES 12/29/07 STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERINGC� Daniel Vambeke, P. E. 2Spakor WA t992E3 N.T.S Teo 509-443-6186 Fox.509-448-6582 rnnll dwuthekeeranzon TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS BULLDOG CONTRACTORS, INC. 11308 E. 1TH AVENUE SPOKANE VALLEY. WA 99206 DRAWN BY DATE REV. WAMBEKE B-30-07 APPROVED SCALE BULLDOG—IBC1 4 NTS 1" 1" 2 — 16c1 NAILS a II T-- 6', 8' OR —_ 10' POST a ti NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN 2' X 4' BACKER REQ'D @ 48' D.C. TREATED POST FOR BAYS LARGER THAN 11' �ti 4 - 16d GALV. NAILS EACH GIRT - L ' X 6' FLAT GIRT @ 24' ❑. C. (11 FOR 8', 10' & 11' BAYS :::: li ti TYPICAL GIRT CONNECTION GABLE END TRUSS 8 - 16dNAILS . illAi \IA, NAg `coo Milt . ° ,,,t, ,��` , 8 - 16d NAILS o 2' X 6' X 18' 'se 4, B❑LYING BLOCK CORNER POST s`NNAL EXPIRES 12/29/07 NIIIIIIK EKE ENGINEERING WAMBEKE Wanbeke, P. E. � :WA 8 - 16d NAILS T",.so9-„3- F�5O9-,4e-6582"-tea a.�k�«+ 2' X 6' X 18' i GIRT CONNECTIONS, GABLE END TRUSS BOLTING BLOCK CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS DETAIL 3 BULLDOG CONTRACTORS, INC. 11308 E. 1TH AVENUE TYP. GABLE END SPOKANE VALLEY. WA 99206 TRUSS C❑NNECTI❑N DRAWN BY DATE REV. USE BOLTING BLOCKS BELOW WAMBEKE B-30-07 BULLDOG—IBC15 ALL CORNER COLUMN GIRTS APPROVED SCALE NTS Pt. 6‘''''' ; _ igiAllgid ,41•4 t- I INTERIOR OR GABLE END TRUSSES Od NAILS @ 6' O.C.ilk Od NAILS @ 6' O.C. ' X6' OR2' XB' • X4' L-BRACE L-BRACE I►I ►21 NipovVI TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B-B SECTION B-B AT INTERIOR TRUSSES AT GABLE END TRUSS NOTE: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS® THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT-RUN' WEB \VI W4 WAMBEKE ENGINEERING ; 01 KA ;,2 Daniel WaMbeke, P. E. 913 vn tit • Tel.509-443-6186 Fax.509-448-6582 e-nnRw dnn btkeb�sca+ I 0 )fl/t" P TRUSS WEB MEMBER BRACING ALTERNATIVE • C(/i TYPICAL POST FRAME BUILDINGS o BULLDOG CONTRACTORS, INC. S,' ie 70;ti 11308 E. 1TH AVENUE SIONAL SPOKANE VALLEY_. WA 99206 DRAWN BY DATE REV. WAMBEKE B-30-07 EXPIRES 12/29/07 APPROVED SCALE BULLDOG-IBC1 6 NTS 24' TO 48' ❑VERHANGr r r 7- LOWER GABLE END TRUSS X PURLIN DEPTH ✓ ✓ /7- PURLINS r 24' TO 48' OVERHANG I h ' X FASCIA ■ -I,_ BOARD - I 2' X 4' BLOCK 2' X _' BLOCKING II NAIL TO TRUSS & PURLINS AS REQUIRED N WITH 3 - lOd NAILS ° SIMPSON HURRICANE STRAP GABLE END TRUSS ON ALTERNATE PURLINS I ENDWALL POST L SECTION @ OVERHANG l L I PLAN VIEW GABLE END OVERHANG 1IL WAMBEKE ENGINEERING �� 11.:';ft�i i East 61st t Danlel Warlbeke, P. E. �».vA 93" !�,� �(�1 TO 509-443-6186 Fax,509-448-6582 s-nnl duONxkebwtcan I % = , , GABLE END OVERHANG �vPOST FRAME BUILDINGS 0.44, 4110Iso ,' EULLDOG GOrITkAGTORS, INC. �, tsrr ° ti 11308 E. 1TH AVENUE sSs tONAL 1 5.POKANE VALLEY, WA 99206 WAAWN BY DATE MBEKEB-30-07 REV. EXPIRES 12/29/07 APPROVED SCALE GABLE.OVERHANG 3/16'= 1'-0' • ' '`00 lliAarior 4 1 12 `lei 'i digs` �►i._ i® 1®\ i , i i I II I I - eF—E>-------lmnF ® —I20' r MAXIMUM ii 0 _ ISI 1=1 I I ISI -a -a i -.����-. -. \moi\,i��,,i�-. -,,�-,��� ' SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S. 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' ;j, vi.44 0 TREATED 2' X 6' BOTTOM GIRT ....„ of wed ,;„'' 0 2' X 10' HEADER e = >T 0 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF-L #2 ' i"l ” ` 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF-L #2 ' An v S4 2' X 8' FACIA BOARDS 44s '8 ti S5 TREATED WOOD POSTS, SIZED PER SCHEDULE `r'ONAL 0 TREATED 2' X 6' BOTTOM GIRT EXPIRES 12/29/07 OR TREATED 2' X 10' BOTTOM GIRT S1 ii° S4 IILI - I S5 TYPICAL TRUSS BOTTOM CHORD . BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING WAMBEKE ENGINEERING Daniel Vanbeke, P. E. WA tit 1 GABLE END TRUSS Teb 509-443-6186 Fax.509-448-6582 e-nal d.nbekeensncon 0 DOUBLE INTERIOR TRUSSES ALTERNATIVE TRUSS BOTTOM CHORD BRACING 0 GABLE END POST TYPICAL POST FRAME BUILDINGS BULLDOG CONTRACTORS, INC. 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. 11SP308 E. 1TH VALLEY.AAVENUE 99206 SS 2' X 3' BLOCK WITH 4 - 10d DRAWN BY DATE REV. NAILS TO BOTTOM CHORD BRACE WAMBEKE B-30-07 BULLDOG—IBC17 APPROVED SCALE NTS i•••0000r/11104ir_ 0.$►4 12 ` ji � I (2) I I DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. 12 111101r'4181*/ 610 4 .1\ 1:11 SEE DETAIL V S4 , $, OPENING ay!3068MANIIUOR ❑PTI❑N g $ ; ' OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS ANNAL Si HALF TRUSS DESIGN BY OTHERS EXPIRES 12/29/07 0 2' X 10' HEADER UP TO 12'-0" DOORS 2' X 12' HEADER UP TO 20'-0' DOORS WAMBEKE ENGINEERING C�t q n L WaMbeke, P. E. Spokane,WA 99P23 2' X 12' BACKED WITH 2' X 6' UP TO 2 - 509-443-bleb F�509-44-6582 e-�x o^ 0 2'1_1_6". HEADER ALTERNATIVE GABLE ENDWALL POSTS 0 4' X 6' DOOR POST - 8' THRU 14' TYPICAL POST FRAME BUILDINGS WALL HEIGHT W/ 2' X 6' FACER. Bj LLDOG 308 E. CONTRACTORS, AVENUE INC. 6' X 6' DOOR POST — 16' & 18' SPOKANE VALLEY. WA 92206 WALL HEIGHT W/ 2' X 8' FACER, DRAWN BY DATE REV. S5 DOUBLE 2' X 6' KINGP❑ST WAMBEKE B-30-07 APPROVED SCALE BULLDOG-IBC1 8 NTS 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 OMP IANCE SPOKANE VALLEY BUIL ING D SION For City Use Only PLUS Project Number `j ,/� 7{o soOF Project Address /G In 0 I/ ALISkane 4000 o a 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. I i Your application review TARGET DATE is I i 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 ➢ 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