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2015, 03-04 Permit App: BLD-2015-0386 Accessory BldgSpokane Valley Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 720-5240 Fax: (509) 688-0037 permitcenterOspokanevallev.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ❑ NEW CONSTRUCTION ❑ ADDITION/REMODELEJ - ACCESSORY DECK ❑OTHER j Project 8L�ani-U8C:=. SITE ADDRESS: 1 1SI 0 F RECEIVED ' ASSESSORS PARCEL NO.: 55 Z, 3302. LEGAL DESCRIPTION: OWNER/APPLICANT (CHECK BOX, IF MAIN CONTACT [21): MAR n 4 2015 NAME: ADDRESS: CITY: PHONE: LJi-y'Iv o e C9.-rN 3& 1/Ar E (505 9 5+ 5£58W CONTACT NAME: CSV PERMIT CENTER STATE: (&k ZIP: 7` 7c� 1 _J FAX: EMAIL: PHONE: FAX: EMAIL: CONTRACTOR NAME (CHECK BOX, IF MAIN CONTACT ❑): Z(� _ L uM& CO MAILING ADDRESS: COLE) iE AJe CITY: 36 (] N I, STATE: WA - PHONE: PHONE: 5 3c. - L-Wi— LL9G+ FAX: CONTRACTOR LICENSE No.: Z 1 �(Tt-L*CJI (..,3•E„... EXPIRES: EMAIL: ZIP: ' Z.18 CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: /✓ C. .36 x e-1 S `6 & S'T 46-k ****YOU MUST COMPLETE THE FOLLOWING**** IF NOT APPLICABLE Height to Peak: 2,2_, Dimensions: . No. of Stories:; Total Habitable Space: rJ)A Main Floor SQ FT: Upper Floor`` SQ FT: N.A i Unfinished Basement SQ FT: i--41/1-- Finished Basement SQ FT: N 14 Garage SQ FT: Deck/Covered Patio SQ FT: x.11IN Impervious Surface Area: 30% Slopes on Property: No. of Bedrooms: t•-/\ ( Construction Type: F'O Lii.:: Heat Source: MA- Sewer or Septic: NJ„1. TOTAL COST OF PROJECT: $ 2 j) t-tC.)O (y.. DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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. I SignatureA) Date: ,-)-4 ' Spokan° e� valley. Residential Driveway PAVING WAIVER Community Development — Planning Division 11703 E Sprague Ave Suite 8-3 • Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037 ♦ planninv@sookanevallev.orq Spokane Valley Municipal Code (SVMC( Section 19.40.020.B; "All resident/al driveway and off-street park/ng areas shall be paved with asphalt, Portland cement grasscrete, paver blocks or other equivalent hard surface material". A paving waiver can only be granted If the structure you are proposing Is not going to require a driveway for daily use. — OWNER INFORMATION OWNER NAME: 1»LL Y Ne_ 4- CO -a; ( l'e' y PARCEL #: 5g t 9 2 .330 2 //i�5 ADDRESS:: 173) II0 y` 6744 lye.- CITY: (pl%pre/enia-c "'es ,,//%% SpT.ATE:��i/ ZIP: ((��Q /- ! (� /1.fi PHONE O ! /YPl(p8 FAX: CELL: !I urt o --y7 we(p EMAIL: 14; sf c y le 144,t41 e PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? 11 YES ❑ NO 2. Is the proposed detached structure used for storage only? ,E1 YES ❑ NO 3. Do you plan on using the detached structure to park park vehicles? ❑ YES gi NO If yes, then what type of vehicles? R v% — 1�T' 4. Do you plan to conduct a business from proposed detached structure? ❑ YES NO NO If so, what is the nature of your business? PART III -AUTHORIZATION I,(PRINT NAME)JIIAJ4y Ma 1L/,r y owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City. to Impose paving requirements. I further agree to report any change in these conditions to the Spokane Vaalle�yCommunity Development Department, Planning Division, within 30 days. � Owner 9lriaature Date PART IV - DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST ISSGRANTED AT I BI0 £ L�� DWE. SAID ADDRESS FOR PERMIT#: ?kb 3111,101it( iJIA AA du LY1 3H1 Ic Planning Division Staff Signature Date Created 8/27/11 Page 1 of 1 WAMBEKE ENGINEERING 2913 East 61s' Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com March 1, 2015 Mr. Brian Barnett ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: 30' X 48' X 16'8" POST FRAME BUILDING FOR WAYNE ISLEY, 17810 E. 6T" AVENUE, SPOKANE VALLEY, WA 99016 Dear Kyle: This post frame building was sold to Mr. Isley for construction on his lot in Spokane Valley using the standard post frame building plans I have prepared for Ziegler Lumber Company. The requirements for this building are 40 PSF roof live load, 110 MPH wind speed, Exposure B, Seismic Design Category C, IBC 2012 and 2,000 PSF allowable soil bearing pressure. The building has 12' post spacing and 4:12 pitch roof trusses. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has a 16' x 14' overhead door and a 3' pass door. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. However, it will be necessary to install #12 x 5/8" stitch screws (4) 9" o. c. to all steel siding vertical side laps — this endwall only. The rear endwall has one window. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall two windows. Sidewall openings have no effect on the lateral load resistance for this building. Use the standard 40 PSF post frame building plans for all framing & connections with the above exceptions. Please contact me if you have any additional questions about the design of this post frame building. Sierely„ �u Daniel Wambeke, P.E. Enclosure DW:dw Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 12'_0" 12'-0" 12-0" 12'-0" 31-0" 10' 0" ISLEY 6x8 28' Note: All Poles 6X 10 X 24' unless otherwise noted 10' 0' 6x8 28' 10' 0" 56'-7 4 16x14 OHD 6x8 26' 16'-3" 6x8 28 6x6 '1 3' 2" 30-0 4/12 Pitch 40# Snow Load 3' 0" W= Window ISLEY 30'-0" 4/12 Roof Pitch NOTES FOR FLOOR PLAN ED INTERI❑R FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE END WALL POSTS — 6" X 6" TYPICAL DOOR POSTS — 4" X 6" TYPICAL F❑❑TING DIMENSI❑NS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24" ❑.C., BEARING OR JOIST HANGERS (TYPICAL) 1- 0 z LJ J .•.L- o i- •J 9 r } Mata 1 LOIx AS DESIRED Z J —1 LJ 2 a J VD LL Xr/) RJ o d' W J D Q ri F— J Ce I a p xN (t‘l (31) LJ SPAN U CcL a OD I xci iv d (U a Ct LTJ (U D CdJ 0 i /- z DOUBLE TRUSSES D L1J BLE TRUSSES SINGLE TRUSS PLAN VIEW N.T.S. WAMBEKE 2913 st Daniel WarlbekeL P. E. Spokane, VAst�t 99223 Tet. 309-443-6186 Fax. 509-448-6382 a -non tlranbekelnsncon BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY DATE WAMBEKE 2-24-08 APPROVED SCALE SBC-01.40WA NTS REV. E F E ►Z "to t'-rAL 4 EX l r ee et, vl► _i Nike. , 2c (S SEE DETAIL �jo+►� D 12 4 n NOTES FOR SECTION A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' O. C., 10' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. 2' X 6' @ 24' ❑. C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. S4 CONCRETE FOOTING, SEE SCHEDULE S5 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑❑DFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. SEE DETAIL SEE FOOTING DETAIL BUILDING SECTION A - A N.T.S. WAMBEKE ENGINEERING 2Sa::t9�t Daniel WaribekeP. E. poknVA Tell 509-443-6186 Fax. 509-448-6582 a -nal dwanbekelnsn.con STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANF. WA 99218 DRAWN DY DATE WAMBEKE 2-24-08 APPROVED SCALE IBC-02.40WA NTS REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2012 THE INTERNATIONAL BUILDING CODE (IBC 2012) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 110 MPH WIND SPEED, EXPOSURE 8 AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LIVE LOAD = 40 PSF ROOF DEAD LOAD = 5 PSP CEIUNG LIVE LOAD = 0 PSF CEIUNG DEAD LOAD = I 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 BASED ON IBC TABLE 1806.2, LESSER 501L CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 pal, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-11. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L /2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAIUNG SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVE TREATED WOOD SHALL BE HOT—DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED DIMENSION LUMBER 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. POSTS SHALL BE TAGGED FOR AND CONFORM TO AWPA CATEGORY UC4B FOR BELOW GRADE USE. 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 (50), Fy = 80.0 ksl. 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" Q.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" 0.5.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 O 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 OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF WAMBEKE ENGINEERING Daniel Wambeke P E, r1Pv'ey: e'sg.{'ss i° TO •09-146-6106 row 509 -44e -e582 e-ra theene.x,enmca 2012 IBC SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS LIEGLER LUMBER COMPANY 620 EAST HOLLAND NY WA 99218 DRAWN - 9-r WAMBEKE —08-10 APPROVED s IBC03-40WA NTSTSALZ NOTES FOR FOOTING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SOIL N ® GRADE 0 ® ® r 2 1- 0 w a 1 - FOOTING DETAIL WAMBEKE ENGINEERING j nn lel Wonbeke. P. E. ea"- bi'Aafii6R STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SpOKANF WA 99218 DRINK SY OA c WAMHEKE —24—OB APPROVED SCALE IBC04 NTS REV. POST/FOOTING SCHEDULE 30' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1.'-_, 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 2 __O_ ...6_ 24'-0" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6"1 611W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" ._. 6" X 12" 26" 26" 26" 27" 27" 27" 27" 27" 27" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" . 3�- -0" 3'-6" NO NO NO NO NO NO NO NO _ -. NO 0.41 0.41 0.41 0.44 0,44 0.44 0.44 8 0.48 _.2. 0.52 12-0" ....12.0" -12 0" 12-0" 12.0" 12-0" . �._ _.. 12-0" 12-0" 12-0" 8'-0" 10:07,-6"X6" 12'-0" 14'-0" ' 16'-0" 18'-0" -, r ._, 20'-0" 22'-0" 24'-0" 6" X 6" -6.9-i. 6" UV/2" X 6" , 6' `X'8; _, 6" X 8" W/2" X 6" 6" X 10" _, 6" X 10" W/2" X 6" 6" X 12" 6" X 14" 30" 30" _ - 30" 30" 30" 30" ___ _ 30" 30" 30" 3'-0" 3'-0"' - 3'-0"-V—' -- 3'-0" 3'-0" . 3'-0" 3'-2" 3'-4" 31-8" NO NO .. —N0 " ^ NO _ NO NO NO NO NO 0.55 0.55- 0.55 0.55 0.55 0.55 0.58 0,61 0.64 NOTE: 1. THE NEXT LARGER SIZE 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL POSTS UP TO 15'-0" WALL ENDWALL POSTS SHALL 3. FOOTINGS FOR ENDWALL 3'-0" DEEP FOR WALL FOOTINGS SHALL BE 24"0 4. ABOVE FOOTING DESIGNS CONCRETE FLOORS (CONSTRAINED CONCRETE FLOORS, INCREASE DEPTH X 4". POST MAY BE BE 6" X 6" HEIGHT. BE 6" X 8" POSTS SHALL HEIGHTS TO 15'-0". X 3'-4" DEEP. ARE FOR POST POSTS). FOOTING a w"ab SUBSTITUTED ROUGH ABOVE ROUGH BE A FRAME IF DIAMETER FOR POSTS WITH CUT HEM—FIR #2 TREATED 15'-0" WALL HEIGHT, CUT HEM—FIR #2 POSTS. MINIMUM OF 20"95 X ABOVE 15'-0" WALL HEIGHT, BUILDINGS WITH BUILDINGS WILL NOT X 2" & FOOTING Daniel teke. P. F,WAMBEKE ENGINEERING NGINEERINGv i $i asii'c lr� ,r�jy%. (y b Wa - leo-T `t'S q dt1IS 5W09a- V' 6o9-NF6]6[ .-m, a.eM,WInM[n POST & FOOTING 28' TO 2' SPANS STANDA 0 POST SIZES — 40 PSF L.L. FRAME BUILDING PLANS LIEGLEk 620 EAST SPOKAf LUMBER COMPANY HOLLAND F WA 9921R WDAWN DV ANHEKE DATE —24-08 IBC05-30.40WA DEV. TONAL APPROVED NTS NTS DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT NOTES FOR CONNFrTION OFTA11 S1 MANJFACTURED TRUSS TDP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER ® PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 160 NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. QQ MANJFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - I6d NAILS ON TOP NAILING BLOCK ® WOOD POST, SEE POST/FOOTING SCHEDULE. © 4 - 10d NAILS T SOLID BLOCKING AT CONNECTION POINTS. e TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' k B' EAVE GIRT S2' KNEE BRACE, IF REQ'0. SEE POST SCHEDULE AND DETAIL 2 ®1 2' X 6' X 24' OR 2' X 0' X 24' BLOCK .4V 1 - 3/4. 0 MACHINE BOLT THRU TRUSS T. CHORD 1 - 3/4. 0 MACHINE BOLT THRU KNEE BRACE I - 3/4. 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 24' 6 30' 3 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 36' 6 40' 4 - 3/4' 0 M BELT M BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 60' ®I 4 - 164 NAILS PURLIN CONNECTION METHODS' A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN, C). PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN WAD 16d NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEEy�RING Dnn1 LW nbekO, P. E, W>ReiAVR5y.`fsui` iw So3- 43 11% nw ws-He-eSce e-rcA a.44,44 worn, TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS STANDA D POST FRAMg BUILDING PLANS LIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAIIE WA 99218 MAWS SY DATE WAMBEKE —24-08 MPROVEO SCALE NTS IBC06 IREV. TYPICAL SIDE ELEVATION WAMBEKE ENGINEERING D Wonbeke. P, E. n, �mr.a-xes Fav 50-440-11,12 .-mn avt.M.ew1am TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS LIEGLER LUMHLK COMPANY 620 EAST HOLLAND SPOKANE WA 99218 DRAWN BY RASE WAMBEKE —24-08 APPROVER SCALE NTS IBCOBA REV, 12 m r n' SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NUTFS FOR FRONT ELEVATION '"- 0 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2' X 6' 06 TREATED 2° X 6' BOTTOM GIRT S2 2° X 10' HEADER 0 2' X 6° GIRTS @ 24' D.C,, 10' BAYS, DF—L #2 2' X 6° GIRTS @ 24° D.C., 12' BAYS, DF—L #2 0 2' X B° FACIA BOARDS S TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10° BOTTOM GIRT WAMBEKE ENGINEERING Parfet -eD6A'E"".�3 Tet443-sr.De9-1.Oia? .-wt .xsaaa FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS LIEULEk LUMHLN COMPANY 620 EAST HOLLAND SPOKAI'F WA 99216 DRAWN BY BRIE WANBEKE -24-08 OP PROVED SCALE NTS IBC09 4 12 3068 MANDOOR OPTION OPTIONAL FRONT ELEVATION OPENING NOTES FOR OPTIONAL FRONT ELEVATIONS S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER S2 2' X 10' HEADER UP TO 12' 0' DOORS 2° X 12' HEADER UP TO 20' 0' DOORS S3 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. S6 2° X 4' WINDOW JAMB WAMBEKE ENGINEERING Daniel Wambeke. P. E. To e:�nr9M" TN 90914.3-6106 vm 019-II8-60ce r,t l 6nNeRNwnc°n FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS LILGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA F WA 99218 DRAWBDATE WAMBEKE -24-08 WPRnVED NTS IBC12 NTS REV. SS 3 IB 1 .l TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHDRD BRACING S1 GABLE END TRUSS S�2 DOUBLE INTERIOR TRUSSES S3 GABLE END POST S4 2' X 4' BOTTOM CHDRD BRACING 2 10' 0' O.C. SS 2° X 3' BLOCK WITH 4 - 10d NAILS TO BOTTOM CHDRD BRACE SH ATHING R QJIRM NTC THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED. R ROOF STEEL. 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS. 61.0 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB - EACH PURLIN) et SAVE AND RIDGE PURLIN SCREWS 614 x11/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED • ENDWALL STEEL. 29 GAUGE GRAND -RIB 1I1, 36' WIDTH OR EQUIVALENT • FIELD SCREWS 610 x t 1/2' B 9' D.C. (NEXT TO HIGH RIB) M BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS. 614 x 1 1/2' @ BOTH SIDES DF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM ENDWAVE LL DOOR EADERPURLINSSN6 ROOF DWALL BASE tRUSSC TOP CHORD. NEIAPHRAcAl OTED ABOVEREWSJ TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N,T.S WAMBEKE ENGINEERING Dunlel WDnbeke, P. Fa War kWh' Til! ew-,43-61p11 TOO '.fl -443 x ,-nyl nuanae.1fle TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS LIEGLER LUMBER COMPANY 620 EAST HOLLAND POKA F. WA 8 9921 DRAWN BY DATE WAMDEKE )2-24-08 'PROVED SOLE NTS IBC1 4 REV. N 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 8 - 16d NAILS TREATED POST 2' X 4' BACKER REQ'D @ 48' 0,C, FOR BAYS LARGER THAN 11' - 16d GALV, NAILS EACH GIRT X 6' FLAT GIRT @ 24' 0. C. FOR 8', 10' & 11' BAYS TYPICAL GIRT CONNECTION GABLE END TRUSS 2' X 6" X 18' BOLTING BLOCK 2' X 6' X 16' BOLTING BLOCK - 16d NAILS CORNER POST DETAIL 3 8 - 16d NAILS TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS WAMBEKE ENGINEERING Danlet WarlaekP P. F. RbPx.n"pit & F ' Ta O9-443aIR& Few E19 -+w-6 Yrv6 e.xrt*M.Kan GIRT CONNECTIONS, GABLE ENO TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS LILGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAf F. WA 94218 MVR -RTE WAMBEKE -24-08 APPROVED SCALE NTS IBC15 ALTERNATE TRUSS WFR BRACING SYSTEM INTERIOR OR GABLE END TRUSSES Od NAILS @ 6' D.C. J NAILS @ 6' B.C. 'X6'OR2'X8'L-BRACE RACE TRUSS WEB MEMBER REB MEMBER SECTION R -B SECTION B -R, AT INTERIOR TRUSSES AT GABI E 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 WAMBEKE ENGINEERING Daniel Wanbeke, P. E. T a'v)$neR$li` TO 409y0-6104 PS !"4404OR rent !n!dekeMmcvn TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS LILGLLN LUMBLN COMPANY 620 EAST HOLLAND SPOKA F WA 99218 D O n DATE WAMBEKE -24-08 IBCl6 APPROVED SCALE NTS Sl CTS IrI0 THIS BUILDING DOES NOT REQUIRE KNEE BRACES DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG NTS ;h, NOTES FOR CONNECTION OFTAU ©MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER ©PURLIN SUPPORT STRUT 2' )( 6' X FULL DEPTH IF TOP CHORD PLUS PURLIN. NAIL PURLINS W/O) 16d NAILS ©NAIL STRUT TO TOP CHORD W/(3) 16S NAILS EACH SIDE. ®MANUFACTURED TRUSS - BOLT TO POST WITH 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK ©WOOD POST, SEE PLAN VIEW © 4 - IOd NAILS SSOLID BLOCKING AT CONNECTION PRINTS. TYP. PURLIN, 2' X 8' DF -L 02 e 12. O. C. 2' X e' SAVE GIRT 1 KNEE BRACES NOT REQUIRED S2' X 6' X 24' BLOCK 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/9' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT E BOLTING BLOCK - R4' 6 32 3 - 3/4' 0 M. BOLI € BOLTING BLOCK - 36' & 40' 4 - 3/C 0 M. BOLT e BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT a BOLTING BLOCK - 60' 6:1(4 - 16d NAILS ©3/4'0 MACHINE DOLT PURLIN CONNECTION METHODS' A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS OR EOUAL. B. PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. D. PURLINS MAY BE LAPPED ANDNAILED W/(3) I6dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 1641 NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEERING Daniel Wambeke, P. E. tar kVA` Mi e[S-4uem, -t4 ,n,bN SAVE OVE HANG FOR POST FRAME BUILDINGS LILULLN LUMBLN COMPANY 620 EAST HOLLAND 4POKA F. WA 99218 BRAWN BY 2-24-0 APPROVED2E WAMBEKESCALE APPROVED EAVE.OVERHANG 3/16'6' 1'-0' 24' TO 48'47,0-r OVERHAN ■ MUM 11111111 ATM Ail gni ■ 1.1 LOWER GABLE END TRUSS X PURLIN DEPTH PURLINS 1;113t! .53 40000 0.11CUIUS MAY.11011014e 24' TO 48' OVERHANG 2' X 4' BLOCK NAIL TO TRUSS & PURLINS WITH 3 - 10d NAILS SIMPSON HURRICANE STRAP ON ALTERNATE PURLINS ENDWALL P❑ST PLAN VIEW GABLE END OVERHANG ' X _' FASCIA BOARD 2' X ' BLOCKING AS REQUIRED GABLE END TRUSS SECTION © OVERHANG WAMBEKE ENGINEERING Daniel War 'eke, P. E:lsg043 °E g.AnArgt TH. 509-443-6106 Roo 5O9 -44e -639Q t -poi d o btktlrar.con GABLE END OVERHANG POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPgKANF_ WA 99218 DRAWN BY DATE WAMBEKE -24-08 APPROVED SCALE /16' . 1.-0. GABLE.OVERHANG REV. FILE