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2014, 05-13 Permit App: BLD-2014-1057 Pole BldgSpon Valley. Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley,WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenter(Bsnokaneva Iley.orq (Staff Use Only) PERMIT NUMBER: PERMIT FEE: RESIDENTIAL CONSTRUCTION PERMIT APPLICATION © NEW CONSTRUCTION 0 DECK 0 ADDITION/REMODEL Q ACCESSORY BUILDING ® OTHER SITE ADDRESS: %07/9 F G/n / l/e SfO�f� C LEGAL DESCRiIPTION: TL !Project #. 05 I-16.1/4.ivct, ASSESSORS PARCEL NO.: BUILDING OWNER NAME: NAME: 5Qn1 Qe ( �7`c1/-C✓/1 Q/1 ADDRESS: /07/C/ F mon Aye MAY 13 2014 CITY: 5 0 , e PHONE: 0( 4' — 8« CONTACT NAME: 6401 tcjre^67e/— PHONE: FAX: CELL: CONTRACTOR NAME: 0 „3 MAILING ADDRESS: 162/9- F /J'/Q/ n, CITY: SRo40/1.e Ycil/y / PHONE: q 9% " to/ STATE: wi ZIP:. 99P-01 FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ FT: Finished Basement SQ FT: Garage SQ FT: Deck/Covered Patio SQ FT: Impervious Surface Area: 30% Slopes on Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ 7000 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 cddes 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. Signature Date: 5- Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_=Residential_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑ SITE PLAN o Property lines and dimensions o Direction arrow pointing North and orientation to streets o Proposed/existing buildings (footprint and dimensions) o Utilities, septic tank/drain field locations and distances o Setbacks to property lines o Distance between buildings o Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) O Elevations (Front/Rear/Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace„basem nt or slab on grade): o Footing sizes and locations o Perimeter concrete foundation wall' sizes o Crawlspace ventilation O Floor Plan of each level (finished or unfinished) o F1'oor'Joist direction, size'and spacing ❑ Header, beam or concrete.lintel;sizes o Brace Wall - panel locations _, o Water heater and furnace locations o Exhaust fan locations o Deck or concrete patio sizes and locations o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses with dimensions: O Roof Plan: o Engineered truss direction and spacing o Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof ❑ Slope/ roofing material/ underlayment/ ice dam protection o Sheathing size and type Ceiling o Joist size and spacing Wall ❑ Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall o Concrete or Masonry unit width o Earth to wood separation distance Footing o Size Radon o Passive system with Emil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing ❑ Stairway tread rise & run and nosing o Window and door location and sizes o Window well locations if applicable o Room usage labels o Smoke detector locations o Attic and crawl space access locations o Fire Wall construction o Ridge, eave and valley lines o Beam and girder size and location o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation o Size of ceiling gypsum wall board o Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any ❑ Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations O Handrail / Guard height & spacing Project # - (c6i Residential Driveway RECEIVED PAVING WAIVER Sp®bane MAY 13 201' Salle CommunDevelopment—Planning Division 11703 E Sp gue Ave Suite B-3 ♦ Spokane Valley WA 99206 CSV PERMIT C5094721}5026 ♦ F$c: 509.688.0037 ♦ planninq®sookanevallev.org 'Lb f I I REV. # I Spokane Valley Municipal Code (SVMC).Sect10n 9:40:020.B; "All residential.driveway and off-street parking areas shall be paved with asphalt, Portland cement, grasscrete, paver blocksfor other equivalenfhard'suWace material". A paving waiver can only be granted if the structure you are proposing Is not going to require a driveway for daily use. I — OWNER INFORMATION OWNER NAME: 6(1 Ara t r- PARCEL #: 'A-5 /e 2 , D QV.- ADDRESS:: / 0 77 9 g „Ma ),t / 4 c/� CITY: 5{'n Qt)O/�1.Q vat //e7 STATE: ki �j�i�J� ZIP: / /d2 6 PHONE:�y (/96' -5407 FAX: CELL: EMAIL: CCCC/5 j /ma//COI PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? EI YES ❑ NO 2. Is the proposed detached structure used for storage only? E YES ❑ NO 3. Do you plan on using the detached structure to park vehicles? ❑ YES ® NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? ❑ YES ONO If so, what is the nature of your business? i PART III -AUTHORIZATION I,(PRINT NAME) 54m cy/�/iier 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. 1 further agree to report any change in these conditions to the Sp•kane Valley Community Development Department, Planning Division, within 30 days. caner Signature c--/3- /9 Date PART IV — DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT /0 7r 9 F >76t< DIRECTOR AND FIND THE REQUEST IS GRANTED AT SAID ADDRESS FOR PERMIT #: 5 7.9/y Planning DiVision Staff Signature Date Created 6/27/11 Page 1 of 1 WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com May 3, 2014 Mr. Kyle Hudson ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: 24' X 24' X 12'0" POST FRAME BUILDING FOR SAM GARDNER, 10719 E. MAIN AVENUE, SPOKANE VALLEY, WA 99206 Dear Trevor: This post frame building has been sold for construction on his lot in Spokane Valley using the standard 40 PSF post frame building plans I have pSepared for Ziegler Lumber Company. The building design is based on 40 PSF roof live (snow) load, 110 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure per the 2012 IBC. The building has 12' post spacing and 4:12 roof pitch. 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 10' overhead door: There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The right sidewall has no openings. The left sidewall is attached to the existing building. Openings on the sidewall have no effect on the lateral load resistance for this building. There is a 24' x 6' loft/shelf in the back of the building. Construction of this shelf should follow the standard shelf plans I have provided Ziegler Lumber Company. Framing and connection details — Use the 40 PSF standard post frame building lean-to addition plans for framing and connections details. Please contact me if you have any additional questions about the design of this building. Sin erely, 7 AWL a/ aniel Wambeke, P.E. Enclosure DW:dw Projoct a13J720'J/-(057 RECEIVED MAY 13 2014 CSV PERMIT CENTER SUB # J / REV. # Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 6x8 1 12'-0" 12'-0" 3'-11" x818 4X6 12' 4X6 12' 6x8 18' 12'-0" Sam Gardner 24x24x12' 6;422' 24X6 LOFT 33'-11" 16x10 OHD 6x6 20' 16'-3" 24'-0" 6x6 20' 6x8 18' L1 6-6" 4X6 12' C 6x8 18' E 24 -0" NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 02 GABLE END WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4" X 6" TYPICAL FOOTING DIMENSIONS, B = 1'-B"; D = 3'-0" MAXIMUM POST SPACING 12'-0" 0 PURLINS @ 24" O.C., BEARING OR JOIST HANGERS (TYPICAL) 0 0 V W 0 (U zJ p 3 SPAN DOUBLE TRUSSES L D 0 IBLE TRUSSES w ID SINGLE. TRUSS PLAN VIEW 4 C q WAMBEKE ENGINEERING Danlel Wambeke, P. E, Yalgr\n"9Sitit TO 009-443-6!86 Poxi 349.448-6382 era d.onbekeensncon BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS LIEGLLR LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY WAMBEKE DATE 2-24-08 APPROVED SCALE NTS IBC-01.40WA REV. SEE DETAIL SEE DETAIL 4 NOTES FOR SECTION A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE gig) TRUSS DESIGN BY OTHERS S3 2' X 6' @ 24' O. 0„ 1W BAYS DF -L #2 GIRTS FLAT 2 24' O.C. 2' X 6' @ 24' O. C., 12' BAYS DF -L #2 GIRTS FLAT 2 24' O.C. CONCRETE FOOTING, SEE SCHEDULE EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS, r 1` SEE S4 DETAIL S5 • 111 SEE FOOTING DETAIL BUILDING SECTION A - A N,T,S. WAMBEKE ENGINEERING Daniel Wambeke, P. E, Via rant tel? 509-443-6186 Fex? 509-110-6582 a-noN Exonbekelmncon STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS • IT: • •1•.1• 620 EAST HOLLAND j4= BE 2-2Y DATE4-08 REV. WAMBEK APPROVED SCALE IBC-02.40WA NTS 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 B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LIVE LOAD = 40 PSF ROOF DEAD LOAD = 5 PSF' CEILING LIVE LOAD = 0 PSF CEILING DEAD LOAD = 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 BASED ON IBC TABLE 1806.2. 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 318-11. 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 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 (SQ), 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" 0.S.B. BOARD, 1/2" C—DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED 0 6" 0. C. W/ Bd 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" 0.5.9. 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 DanielWarobeke, P. E. 25Paakn tSdt69T4e s Tib 309-443-6186 Few 583-448-6082 !- oR dronb,k.!n,nco" 2012 IBC SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS 620 EAST HOLLAND SPOKAF. WA 99718 DRAWN BY DATE WAMBEKE —08-101 APPROVED SCALE 10003-40WA NTS REV, NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER VIBRATE OR' ROD CONCRETE FULL BEARING c3 UNDISTURBED SOIL ® GRADE AN 49 N. : SCHEDULE TO OBTAIN UJ U Z stE LJ J U •I: (lJ I— a 1 1 FOOTING DETAIL N.T.S. 'T' DEPTH WAMBEKE ENGINEERING Daniel Wanbeke, P. E. 2919 E•n g1•s n< SRnbke 1 99229 TO OW -M3-6186 fowl 009-448-608E e-nON d•anbeke[mrmon STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS • $ C • •y..,1. 620 EAST HOLLAND SPOKA E. WA 99218 DRAVN HY DATE WAMBEKE —24-081 APPROVED SCALE IB004 NTS REV, 'POST/FOOTING SCHEDULE 12' - 24' SPANS, 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" 24" 3'-0" NO . 0.35 10'-0" 10'-0" 6"X 6" 24"3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 16'-0" 6" X 8" 24" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2".X 6" 24" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 10" 24" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" 24" 3'-2" NO 0.37 10'-0" 24'-0" 6" X 10" W/2" X 6" 24" 3'-8" NO 0.43 12-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.41 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 14 -0 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.45 12'-0" 20'-0" 6" X 10" 27" 3'-3" NO0.48 12'-0" 22'-0" 6" X 10" W/2" X 6" 27" 3'-6" NO 0.52 12'-0" 24'-0" 6" X 12" W/2" X 6" 27" 3'-10" NO 0.57 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 15'-0" WALL HEIGHT. ABOVE 15'-0" 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 20"0 X 3'-O" DEEP FOR WALL HEIGHTS TO 15'-0". ABOVE 15'-0" WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONSTRAINED POSTS). •IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". ♦%L LIAtb Daniel \Jambeke, WAMBEKEP ENGINEERING§� p4 MASy� Tel' 509-113-6186 Nx' 389-IIB-6382 a-mR tlbo.",:,41" 4' ate ^ POST & FOOTING SIZES ir d /V# 12' TO 24' SPANS - 40 .PSF L.L. / ��,G,� STANDARD POST FRAME BUILDING PLANS - 1•; - •.-.1- ,26 0 ��,, 4;8.1,8067.K, 620 EAST SPOKAt HOLLAND E. WA 99218 DRAVN BY WAMBEKE DATE 2-24-08 REV, �1G SIONAL "" APPROVED SCALE IBCO5-24.40WA NTS DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT NOTES FOR CONNECTINN DFTAD S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, co MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK co WOOD POST, SEE POST/FOOTING SCHEDULE, 04 - 10d NAILS ge7 SOLID BLOCKING AT CONNECTION POINTS, TYP. PURLIN, SEE FLOOR PLAN FOR SIZE Q9 2' X 6. OR 2' X B' EAVE GIRT 1® KNEE BRACE, IF REQ'D, SEE POST SCHEDULE AND DETAIL 2 32' X 6' X 24' OR 2' X B' X 24' BLOCK 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD 1 - 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 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 B BOLTING BLOCK - 36' 6 40' 4 - 3/4' 0 M, BOLT E BOLTING BLOCK - 50' 5 - 3/4' 0 M, BOLT 2 BOLTING BLOCK - 60' 04 - 16d NAILS PURLIN CONNECTION METHODS. A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS OR EQUAL, 8), 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 W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEERING Daniel Warobeke, P, E. Scoknmt%tinA2294 Tel. 089-443-6106 Fay. 009-44B-6592 end dreM,k,2nencon TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS 'LIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAVN BY DATE REV. WAMBEKE 2-24-08 IBC06 APPROVED SCALE NTS TYPICAL SIDE ELEVATION N.T.S. WAMBEKE ENGINEERING Daniel Wambeke, P. E, eSDukane`3A`69§ Tel! 509-119-6106 Fax! 509-110-6902 e-ra deanbektensacon TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS 'ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKA< WA 99218 PO D HT DATE WAMBEKE —24-08 APPROVED SCALE NTS _ IBC08A REV. r OVERHEAD DOOR OPENING SLIDING DOOR OPENING / /\ \/\/\ / /V%/\% / / /%//%/%/ TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION 0 2" X 8" HEADER n 2" X 10' HEADER FOR 10' & 12' SLIDING DOORS 2" X 8" HEADER FOR 8' & SMALLER SLIDING DOORS WAMBEKE ENGINEERING Daniel Wonbeke, P. E. TaoNW,°vds°9Wat Telt 309-443-6196 Pan 009-448-6182 a-noll tleonbeWBnsn.con TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS LIEGLER LUMBER COMPANY 620 EAST HOLLAND DRAWN BY BATE REV. WAMBEKE 2-24-08 APPROVED SCALE IBCOB NTS 4 ortalw•mlaw, I la I 12 1 I:' 20' 0" MAXIMUM '/ >% '/ ' /�*/ 47 'vv" '/ '/ -/\\j w\v/1im SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION NOTES FOR FRONT ELEVATION Nita S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2" X 6" S6 TREATED 2" X 6' BOTTOM GIRT 0 2" X 10" HEADER S3 2" X 6" GIRTS @ 24" 0.0„ 10' BAYS, DF -L #2 2" X 6' GIRTS @ 24° O.C., 12' BAYS, DF -L #2 S4 2° X 8° FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2" X 6' BOTTOM GIRT OR TREATED 2" X 10" BOTTOM GIRT WAMBEKE ENGINEERING Daniel Warbeke, P. E. S9coka, ,VAe`9923` Tab 909-113-6186 Fac, 909-448-6582 a -nal Eeanbeke2nsncon FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS 'ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAt'F• WA 99218 DRAVN RY DATE REV. WAMBEKE 2-24-08 APPROVED SCALE 18009 NTS 4 12 3068 MANDOOR OPTION OPENING OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS 1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12" HEADER UP TO 20' 0" DOORS S3 2" X 6" HEADER 0 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 WQ[lbeke, P, E. Spo Ens< 61e< 99223< 3pRbeke A 9 Tel' 509-142-6186 Pax. 509-440-6582 era dnr,bekeensncon FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS 620 EAST HOLLAND DRAWN DY DATE REV. WAMBEKE 2-24-08 APPROVED SCALE IBC12 NTS 8B S4 1 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 GABLE END POST S4 2" X 4" BOTTOM CHORD BRACING @ 10' 0" O.C. SS 2" X 3" BLOCK WITH 4 - 10d NAILS TO BOTTOM CHORD BRACE SHEATHINGR QUIRM NTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED: w ROOF STEEL! 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT w FIELD SCREWS' 010 x 1 1/2' AT 9' 0.C, (NEXT TO HIGH RIB - EACH PURLIN) w EAVE AND RIDGE PURLIN SCREWS, 114 xI 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED! w ENDWALL STEEL! 29 GAUGE GRAND -RIB II1, 36' WIDTH OR EQUIVALENT w FIELD SCREWS! 010 X 1 1/2' @ 9' OC (NEXT TO HIGH RIB> I* BASE GIRT, END TRUSS, AND DDDR HEADER SCREWS! 014 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. IAPHRAGM SCREWS ENDWALL DOOR HEADERS 4WGABLEAENDGTRUSS TOP CHORD, EAVE 4 RIDGE PURLINS DN ROOF DOTED ABOVEREWS' TYPICAL SCREW PATTERN, EXCEPT AS N N,T.S, STEEL SHEETING SCREW PATTERNS WAMBEKE ENGI[NI EERIN51G C Daniel Waribeke, P. E. S9ok>n tVRae99egn4 Tel. 509-443-6186 Few 509-448-6992 a -mil tle3nbeke2nencon TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS • 1T: • •t•.1• 620 EAST HOLLAND NT,S SPOKA� . WA 18 WAMBEKE 2-24-08 APPROVED SCALE NTS IBC14 REV. 1" 1' - 16d NAILS 6', 8" OR 10" POST 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 ' 2' 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 18' BOLTING BLOCK 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS WAMBEKE ENGINEERING Daniel Warobeke. P, E. saokan.tJiet95225t Tel. 609-448-6186 fox. to9-118-6582 a-rwll dwonbeke!nm[on GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS • IT: • ..•.,• 620 EAST HOLLAND SPOKANE. WA 99218 PODRAWN8Y DATE WAMBEKE —24-08 APPROVED SCALE NTS IBC15 REV. ALTERNATE TRUSS WEB BRACING SYSTEM INTERIOR OR GAB ND TR IOd NAILS @ 6' O.C. 'X6'OR2'X8' L -BRACE TRUSS WEB MEMBER Od NAILS @ 6' OC. X 4' L -BRACE TRUSS WEB MEMBER SECTION B -B SECTION R -R AT INTERIOR TRUSSES AT GABLE END TRUSS NOTE! TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS ASM 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 Danlel Waribeke, P. E. 241cnn, SA't9�4z' a` Tel' 009-443-6186 Fax. 509-440-6582 a -nab tleanbekein,ncon TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND BRAWN BY DATE REV WAMBEKE 2-24-08 APPROVED SCALE IBC16 NTS S2 2' NAILING 40 411140trarr )017 ear 14 inv ffsip 10 NOTE: THIS BUILDING DOES NOT REQUIRE KNEE BRACES NE'TryOD0ry8eCTiON DETAIL 1 — TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG ONN, NOTES FOR CONNECTION DFTAII SI MANUFACTURED TRUSS TOP 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 ©NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. ©4 MANUFACTURED TRUSS - BOLT TO POST WITH 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK caw= POST, SEE PLAN VIEW ©4 - 10d NAILS csi SOLID BLOCKING AT CONNECTION POINTS, TYP, PURLIN, 2' X 8' DF -L 42 2 12' 0. C. S9 2' X 8' EAVE GIRT SO KNEE BRACES NOT REQUIRED ciD 2' X 6' X 24' BLOCK 1 - 3/4' 0 MACHINE BOLT THRU 1 - 3/4' 0 MACHINE BOLT THRU 1 - 3/4' 0 MACHINE DOLT THRU 2 - 3/4' 0 M. BOLT 2 BOLTING 3 - 3/4' 0 M. BOLT 2 BOLTING 4 - 3/4' 0 M. BOLT 2 BOLTING 5 - 3/4' 0 M. BOLT 2 BOLTING 1:D14 - 16d NAILS 03/4'0 MACHINE BOLT 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, 0), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(U 16d NAIL INTO EACH TOP CHORD MEMBER TRUSS T. CHORD KNEE BRACE BOLTING BLOCK BLOCK - 24' 4 30' BLOCK - 36' & 40' BLOCK - 50' BLOCK - 60' WAMBEKE ENGINEQEg$ING Daniel Wambeke, P. E. SR9konrtdke`9��$S` N, 509-443-6186 Fam 509-442-6582 e-noI *2,,b,k,Q,nn,on EAE OVERHANG FOR POST FRAME BUILDINGS LIUiLLN LUMULN COMPANY 620 EAST HOLLAND SPOKANF WA 94218 DRAWN BY DATE WAMBEKE 2-24-0 APPROVED SCALE 3/16' • 1'-0' EAVE.OVERHANG REV. SHELF PLAN 2 X 6' DF -L k2 FLOOR JOISTS e 24' 0. C. - JOIST HA -- - - -- 2' X 12' DF -L b2 RIM BEAM 3/4.0 C -DX PLYWOOD - GLUE 3/4'0 M. 6 SCREW BOLT P 1 II 160 NAILS LOOR JOISTS FLOOR BEAM (TYPICAL) FRONT SIDE OF POST ma I1SECTION A -A I 1 `1 3 4' X 14' RIM BEAM REST ON 1 3/4' POST NOTCH SHELF PLAN 20.0 `3/4'0 M. BOLT 3/4'0 C -DX PLYWOOD x\ )✓ 1 1 -16d 1 1 8 1 1 1 1 1 NAILS LOOK JOISTS 2' X 12' DF -L K2 (TYPICAL) RIM FLOOR BEAM SECTION B -B 20.0 :4 SHELF SPECIFICATIONS: GENERAL - ALL SHELF CONSTRUCTION INSIDE POST FRAME BOMBINGS SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND SHELF PLANS ARE DESIGNED FOR 40 PSF FLOOR UVE LOAD SITUATIONS - OTHER LOAD SITUATIONS WILL REQUIRE INDIVIDUAL ENGINEERING. DESIGN LOADS - FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 10 PSF. CEILING LL = 0 PSF CEILING DL = 0 PSF W000 - STRUCTURAL LUMBER SHALL CONFORM TO DF -L j2 OR BETTER BY WWPA GRADING RULES UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19X BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPUCABLE SECTIONS OF CHAPTER 23 OF THE IBC. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16. C-22. C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL ALL BOLTS SHALL CONFORM TO ASTM 4307. FLOOR DECKING SHALL BE STRUCTURAL QUAUTY TONGUE & GROOVE C -DX PLYWOOD OR ORIENTED STRAND BOARD. FLOOR DECKING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS. ull WAMBEKE ENGINEERING Brinier( Wanbeke, PE. I 1.27:24,;-4,4,r< .--1M..509-443-61%F.- 509-44B-6582 ex4•0. nbekee.mcon n 6'—O' WIDE SHELF INSIDE 20i2TO,-24' SPAN3POST FRAME BUILDINGS—) P+/ ry nee ZIEGL:ER LUMBER COMPANY deti 620JEAST HOLLAND I < A" SPOKANE, WASHINGTON 99218:.. i1 BRAWN BY DATE GRAVING NWZIEGLER.SHELF WAMBEKE 1-10-10 SCALE./4"1_ , dSKIT..I Cr 1 GLI — L'4 ar fAIN DUILUIINU.D 3/4.0 C -DX PLYWOOD - GLUE 3/4'0 M. 6 SCREW BOLT 160 NAILS LOOR JOISTS FLOOR BEAM (TYPICAL) FRONT SIDE OF POST ma I1SECTION A -A I 20.0 `3/4'0 M. BOLT 3/4'0 C -DX PLYWOOD x\ )✓ 1 1 -16d 1 1 8 1 1 1 1 1 NAILS LOOK JOISTS 2' X 12' DF -L K2 (TYPICAL) RIM FLOOR BEAM SECTION B -B 20.0 :4 SHELF SPECIFICATIONS: GENERAL - ALL SHELF CONSTRUCTION INSIDE POST FRAME BOMBINGS SHALL CONFORM TO THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2009) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND SHELF PLANS ARE DESIGNED FOR 40 PSF FLOOR UVE LOAD SITUATIONS - OTHER LOAD SITUATIONS WILL REQUIRE INDIVIDUAL ENGINEERING. DESIGN LOADS - FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 10 PSF. CEILING LL = 0 PSF CEILING DL = 0 PSF W000 - STRUCTURAL LUMBER SHALL CONFORM TO DF -L j2 OR BETTER BY WWPA GRADING RULES UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19X BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPUCABLE SECTIONS OF CHAPTER 23 OF THE IBC. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16. C-22. C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL ALL BOLTS SHALL CONFORM TO ASTM 4307. FLOOR DECKING SHALL BE STRUCTURAL QUAUTY TONGUE & GROOVE C -DX PLYWOOD OR ORIENTED STRAND BOARD. FLOOR DECKING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS. ull WAMBEKE ENGINEERING Brinier( Wanbeke, PE. 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