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2006, 02-27 Permit App: 06000585 Pole BarnProject Number: 06000585 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/27/2006 Page 1 of 2 Project Information: izsgavgamaget Permit Use: 24X24 detached pole barn Setbacks: Front 18 Left: 5 Right: 5 Rear: 3 Site Information: Plat Key: 000000 Name: Range WitiVECLV Contact: Address: C - S - Z: Phone: Group Name: Project Name: Parcel Number: 46344.0112 Block: SiteAddress: 5321 N EVERGREEN RD Location:: CSV Zoning: UNK Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Lot: PIERCE, OLIVER 5321 N EVERGREEN RD SPOKANE VALLEY, WA 99212 (509) 891-7819 District: H Owner: Name: PIERCE, OLIVER Address: 5321 N EVERGREEN RD SPOKANE VALLEY, WA 99212 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Septic Sys Review Released By: Landuse/Zoning/HE Conditions Released By: Administrative Exception apporved 2/24/06 for 2' variance. Permits: matugsrmaszaa=tutzu Contractor: OWNER Originally Released: Operator: AMB Printed By: AMB 2/24/2006 By: HKAUER Building Permit Firm: OWNER Phone: (000) 000-0000 Print Date: 2/27/2006 Project Number: 06000585 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/27/2006 Page 2 of 2 Payment Summary: b,s�, 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: AMB Printed By: AMB Print Date: 2/27/2006 C2'28/2e6E 2'3:11 52532415E 27 ,2086 ; 9• - FI=c'� a8 FR Project Nun- 06000555 Inv: 1 �Kll rIn7 Application THIS IS NOT A PER['.lLT Pen:►liies will be assessed for commencing work 'without a perr11i1 TO 3241567 P..711/C;) Dale: 2/2112006 1'agL. 1 of Project I.ni'ormation: P rmit U:;e; :: IX2a tictachall pole Dara Setbacks: F 18 Left: 5 Right•. 5 Rear: 3 !1(R' IlJfprr,r rrrnrr: ..L._ Plat St y 000000 Name: 7taubi Contact. f'I_GRCE, ()LINTER Address: 5321 N EVERGREEN IZn C - S - Z: SPOKANE VALI,CV, WA 9921 Phone: (51.19) 991-7h19 Group "\Tame: 1'rojcct Marne: Paree: •163.I•1.0112 T isuict: 11 131 c.c1 ;i:eAddress 5321 N E\nI 1tCNEEN RD Location:; CSV Zoning: UN -1( 'Vater District: Lot: Owner: Marne: PIOLr1"I:I: AcIcIi s : 5321 N F VI 1t4 1z.L. I: U 1b:A 99212 liol± D Arra: .00 Acre, AVidth: 0 Depth 0 Right Of\V�y (ti): Nbr of Rides: ti Nbr of Dwellings: 1 tletriLw hlL?t'n. ativ..LI_: 12r.vie,1' 1{i l 11 , PI:111 itc% :n' SC1)tic til',+ I-'ivieN' L:,r1t0tt ('/Z.11;11W-l1E, 1.011(11 (IOW; Permits: rt.tlnnnisi :,t_ivc Exception appervc(1 2/2.1/1)6 for 2' variance. Originally Rcicaccd: 2r2.1/2001 By: 11KAL'ER I•hlaammlinYlw•'A7,1iRrAIN:11l11'1iiY1 IAA Wilk444agib;;3+. 47,4 r•Pffw=-+YinaricaNaki. Contractor OW'NE1. Opera or: A1%1 it Printed 15y: A1‘111 FE_ .(3 uilii3ft� Per/111r Finn: OW'NFr: Pirocc: (1100) 000-0000 Ptlttt 13:0c: 2/27/1006 50=— .77 *lane.0001/alley DEPARTMENT OF COMMUNITY DEVELOPMENT CURRENT PLANNING ADMINISTRATIVE EXCEPTION APPLICATION AND DETERMINATION PART I APPLICANT: U�.0-- MAILING ADDRESS: 5,3a-/ N• i t CITY: 57b /C,4,V 0 STATE: /,r,[�n, ZIP: 7"902%12_ PHONE: (HOME) 85/ -?6/ (WORK) (CELL) ...2/81i8 NOTE: IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FROM THE LEGAL OWNER BELOW LEGAL OWNER: 2i -,,- ✓i-« MAILING ADDRESS: t1 )•2 / CITY: `)/(>pj61-ieiZe PHONE: (HOME) f/— ?8// TAX PARCEL NO: 4/A ye/ D//2. LEGAL DESCRIPTION: STATE: p /¢ZIP: (WORK) (CELL) .2/9-1 v STREET ADDRESS OF SITE: 53.2 /N • f&e'lslee i, l SECTION(S) TOWNSHIP RANGE ZONING CLASSIFICATION: COMPREHENSIVE PLAN CATEGORY: TYPE OF ADMINISTRATIVE EXCEPTION REQUESTED: doc;01' Ler-re:.-- -c EXPLAIN REASON FOR REQUEST: L )d14 j S APPLICABLE SECTIONS) OF ZONING CODE: NOTE: A SITE PLAN AND SUPPORTIVE DOCUMENTS SHALL BE INCLUDED WITH THIS APPLICATION PART IV DETERMINATION File No: A4r 03j10 The Department of Community Development finds that the information provided by the applicant and required compliance with the City of Spokane Valley Zoning Code and all other development regulations, does / does not adverse affect on the adjacent properties nor the public's general health, safety and welfare. The Department of Community Developme denies this "Administrative Exemption" as conditioned below, for the property described in Part I, purections 14.506.000 and 14.506.020 of the Zoning Code. This administrative exception is subject to the following conditions of approval: 1) This administrative decision shall apply to the subject property indefmitely and may be transferred to future property owners, heirs or any successor in interest to the property subject to the conditions of approval contained herein. 2) The applicant and property owner shall comply with all requirements and regulations of the Zoning Code. 3) The applicant shall comply with all applicable development regulations and standards. 4) The applicant and property owner shall comply with the following additional conditions: This administrative exception; s heresy a...ved this 03 (-PI day of Approved by _ !� — Title: Under Section 14.412.041 of the City Zoning Code, any person aggrieved by this administrative determination has the right to appeal this administrative decision to the City of Spokane Valley Hearing Examiner. An appeal must be filed by submitting the appropriate appeal application together with the required fee to the Department of Community Development Current Planning, within fourteen (14) calendar days after the decision is issued. Upon receipt of a complete appeal application, a public hearing will be scheduled. For information or questions, please call (509) 921-1000 Rev 6/03 PART II LEGAL OWNER SIGNATURE (Sign of legal owner or representative as authorized by legal owner) I, L rint name) SWEAR OR AFFIRM THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. ADDRESS: 400-7 (city) PHONE: .55S---...2/8-1 7/6' U-� ZIP: 9%2/;Z (State) (Signature) a<o (Date) STATE OF WASHINGTON ) ss: COUNTY OF SPOKANE ) SUBSCRIBED AND SWORN to before me this NOTARY SEAL NOTARY (For Part II above) day of 20 60 Notary Public in and for the State of Washington Residing at: 'L i io' (. Sicogcwc. vcutiN,Itill? i My appointment expires: /" a Oq PART III (To be completed by the Planning Staff) DATE SUBMITTED: FEE: RECEIVED BY: FILE No.: Spokane �,,i•�Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-903.7 wwwspokanevalley.org.com [I)) Residential Construction Permit Application u ll ' i) PERMIT NUMBER: 05176. --- 'PERMIT FEE: o New Construction o Accessory Bldg R.Addition/Remodel o Deck o Other: SITE ADDRESS 5.13:..-/ A-/ ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner Name: (://z.,',..7, -(://z.,',..7,-/2,-(,,, Address: 5j,,,2/ Al , ; {F'r,/ City: 1p-),,erhn!e Zip: t JA • Phone: ;280 —"62/ Fax:.;,.,26_,- -6/.3'7/ Contact Person Name: '7-I, Phone: ..2/,q-/7/,62 Describe the scope of work in detail: Contractor DIMENSIONS: x.z y Name: TOTAL HABITABLE SPACE: __.- u Address: 2"FLOOR SQ. FTG: City: 1 Zip: Phone: Fax: Lic No: Exp. Date: Cityl3_ siness Lic No: CONSTRUCTION TYPE: Cost of Project: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: / .2-y DIMENSIONS: x.z y # OF STORIES: / TOTAL HABITABLE SPACE: __.- u MAIN FLOOR TO SQ. FTG:' 2"FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: _ IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: 5 -7 DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION 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. Date-1tiCv Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 ❑ Other TREATED POST 1 (amu 16c1 GALV, 11111:11127:116!1:1107 (FLAT> 1 NAILS TYPICAL GIRT CONNECTION NOTES FOR FLOOR PLAN ©INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET CD GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B + 1' 815 D = 3' 0' MAXIMUM POST SPACING 12' 0' C3 PURLINS @ 24' ❑,C„ BEARING OR JOIST HANGERS (TYPICAL) ti -J C3 . Q -u: . > Err?' xx-1 • w (10 0 0M / _1 z H -I R cc - �F = 0_ • o . C1 o x. N w N CV 1- La z Lt: r SPANS 12' TO 60' EACH GIRT DOUBLE TRUSSES w L7 R DOUBLE TRUSSES •0 0 ZD x (U N UJ ) N 0 yD SINGLE TRUSS PLAN VIEW RETS, 12 ______10<---.. , t,_;s_ -�op asil R A, ,'� NOTES FOR SECTION A -A 11101, Si TYPICAL PURLIN, SEE FLOOR LJ PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS A 0 2' X 6' @ 24' 0,C„ 10' BAYS 2' X 6' @ 24' 0,C., 12' BAYS NW DF -L #2 GIRTS FLAT @ 24' 0. C. SEE S4 CONCRETE FOOTING, SEE SCHEDULE DETAIL I EXTEND POST TO TOP OF PURLIN 2 ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS, WALLS FASTENED TO GIRTS WITH 1' LONG WO❑DFAST TEKS, SEE FOOTING 111 DETAIL ill ....,... PURLIN CONNECTION METHODS' A), B), C), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL, PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS 11 INT❑ EACH PURLINe' PURLINS MAY BE 1 LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS '3' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL IN -O EACH TOP CHORD MEMBER c_® r .BO BUILDING SECTION A -A 41) 12 �/ 4I `� �/'i it 1 20' 0' MAXIMUM SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N,T S. NOTES FOR FRONT ELEVATION SS HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER cp 2' X 6' GIRTS @ 24' O,C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C„ 12' BAYS, DF -L #2 CO 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 410 12. A NE N4 omb, A• rrON IP NCIH CQ -. erkon$eCriON NOTES FOR CONNECTIDN DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2j X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 0 WOOD POST, SEE POST/FOOTING SCHEDULE, 0 4 - 40c1 GALV, NAILS IN ,PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT j 0 SOLID BLOCKING AT CONNECTION POINTS. 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' TOP GIRT 0 4 - 16d NAILS OR 3/4'0')1M, BOLT 4 12 VAPS/PPAti `000.e01 till11 '11 Mil� EC> 1111 11_ 111 11 1I1 1111 I "' 11111 11 111 DOUBLE OVERHEAD DOOR OPTION DETAIL 1 - TRUSS COLUMN OPTIONAL FRONT ELEVATION CONNECTION, PURLIN SUPPORT N,T.S, 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 NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING OD UNDISTURBED SOIL • • FOOTING DETAIL 8 - 16d NAILS N,T.S GABLE END TRUSS 2" X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK N.T.S. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S, ditaSat,_ tali" 12 3068 MAND❑❑R ❑PTI❑N OPENING I) OPTIONAL FRONT ELEVATION N,T,S. 12 NOTES FOR DETA L 2- KNEEBRACE S1 TRUSS TOP _H❑RD, DESIGN BY OTHERS S2 TRUSS BOTT M CHORD, DESIGN BY OTHERS S3 2° X 6' DF L #2 EACH SIDE S4 WOOD POST, SEE POST/F❑❑TING SCHEDULE SS 4 - 16c1 GA V. NAILS, EACH SIDE 1), KNEE BRACE REQUIRED WHERE SHOWN ON 'OST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2), ALTERNATE KNEE BRACE/POST AND TRUSS/POS CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION, DETAIL 2 - KNEE BRACE NLS. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), 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 pal, 4 SACK MIX FOR FOOTINGS.CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-99. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. M&XIMUM 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 W00) 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 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. 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 114 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 TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: 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 ►Z� 10d NAILS @ 6' ❑,C, X 6' OR 2'X8' L -BRACE TRUSS WEB MEMBER Od NAILS 2 6' O.C. 'X4' L -BRACE TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS 0 S4� TYPICAL RU SHEATHING REQUIRMENT$ THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE:NEEDED, Li! w ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT . ,, ■ FIELD SCREWS, 010 x 1'-,1/2' AT 9' O.C. (NEXT TO HIGH RIB) ''! ■ EA VE AND RIDGE PURLIN SCREWS, 014 xl 1/2' AT.. BOTH SIDES OF_; EACH MAJOR RIB ' THE FOLLOWING MINIMUM NDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, ■ ENDWALL STEEL' 29 GA GE GRAND -RIB III, 36' WIDTH OR EQUIVALENT ■ FIELD SCREWS, 010 x 111/2' 8 9' O.C, (NEXT TO HIGH RIB) ■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, 014 x 1 1/2' e BOTH SIDES OF .EAC MAJOR RIB. SS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS S© DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING @ 10' 0' O.C. 0 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER S5 TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS - 16d NAILS CORNER POST - 16d NAILS DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N,T,S, NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 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, SS DOUBLE 2' X 6' KINGPOST SLIDING DOOR OPENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS NJ. S. EEENDVA AGMD L1 REtt EAVE & R ➢GE F DIAPHRAGM SCREWS SpDE RSNgWAALL yAENDGTRLSSC TBP CHORD, 2LIMIS ON RBfIP - TEBOE RENODAV Si TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEIETING SCREW PATTERNS N.T,S UILDINGS / \S NOT TaaF ?c BEAUS HOT COAooL PRINTED IN RED (<` OR REPRODUCTIONi1F 0'53 y AY OR BLUEPRINT M RINGEMENT OF THE --I COPYRIGHT ACT IGHT PROTECTION COPYRIGHT VIOLATIONS CALL -Boo=ns-Dies ARO FOR REP TUAL COPYR' INFRINOEME EXPIRES 12/29/07 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 p2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"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 HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING 2913 E, 61st Court Danlet Warlbeke .P„.E, ,,, ,n., r Spokane, WA 99223 Telephone' 509=,143r-6106.- floe- 509+448.=.6582. a -mall dwombeke@msn,com LAYO0T,1STRUCTURAL'` irf L'St'AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD QUALITY STEEL BUILDINGS, INC 7810 NORTH MARKET SPOKANE, WASHINGTON 99207 BY DRAWN WAMBEKE CHECKED V BY DATE DESCRIPTION OF CHANGE PROJECT N0. DATE 01-08-06 DRAWING NO,, QUALITY.IBC2003-06 ann SCALE, MT'c SHCrT, , nc 4 REV, A PdSTFtlOTING SCHEDULE 12'- 24 ' SPANS, 30 & 40 PSI' SF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING N" W X D "9" DIA. 'T' REQUIRED VOLUME, YD 10'-0 10'-0 10'41 011" 10.0" 12'0" 6" X 6" 6 X 6" 6" X 6" 10" 18 10' 3'41" 313" 3'-0" NO NO NO 0.213 0.20 0.20 1111-0";14%0" 111.41".16 10'•0 11" 113'2" B X B W2"X 6" 6 X8 6" X 10" 10 20"-03'" 20" 313" 3'4" NO N0 NO 0.20 0.24 0.24 10'41" 20'-0" 8 X 10" 21" 9'2" 1140 0.27 12-0" 0'-0" 8 X6" 26" 3'-0" NO 0.41 12.0" 12-0" _NO 10'41" 12'-O" 8 X 6" 6" X 6" W2"X 6" 28" 26"3'11" 3'U" N0 0.41 0.41 .- 1-02 12-0 12-0" 14-0 1611.0" 18.0" XB XB B W2 _ 8 X • W2 X13" 6" X D' W2 X 61 26"9 26" 26" -V 311" 3'-0" NO NO NO 041e 0.41 0.41 12'2" 20'-0" 8" X 10" W2" X 6" 26" 3'2" NO 0.44 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING '11" W X D "B" DIA. 'T' REQUIRED VOLUME, YD 1011" 10'-0' 10' -0 10'-0' 0'-0" -0 10'" -0 12' 14 -0" 6" X 6" .---__ . _ - 6" x 6" 8 X6 W2 X61 6" X 6" W2' X 6" 26" 26" 26 26"3'-0" -0 S'" 3'-0"_ 3.0 N0 NO - NO NO 0.41 0.41 0.41 0.41 10'-0" 10'41 10'43" 16'-13 18'.0" 21P-0" 6" X 0'' 8 X8'W2 XB' 6" X 8" W2 X 61 26" 28 26" S'-0" 9'-0' 3'41" N0 NO NO 0.41 0.41 0.41 10'-0" 10'4Y' 22'-0" 24'2" 6" X 10" W2" X 8" 6" X 12" 26" 26" 3'2" 3'3" NO NO 0.44 0.45 12-0" 12-0" 8'41" ;10'43";6" 8 X 6 X 6" 20 28" 311 311" 1140 NO 0.47 0.47 12 -or 12-0 12.0 12'41" 1411" 16'2" 8 X 6 W2 X 61 8 X 8" 6' X 8"1114/2" X 6" 20" 28" 28" 3'-0" 3'41" 3'41" NO N0 NO 0.47 0.47 -_-_-_- 0.47 12-0"10'-0" 12.0"20'2" 12-0 " 12-0" 22'4" 24'-0" B X 10"20"3'-O 6"X 12" 6 X WW2" X fit' 6" X 12" 28"3'.0 _ 20" 28" 3'2' 3'-6" NO NO NO NO 0.47 0.4T 0.5 0.56 POST/FOOTING SCHEDULE 36' SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE (SPACING 'N" W X D "B" DIA 'T' REQUIRED VOLUME, YD' 111 1011 10'-0 OA" 10 -0" B X61 noir 61 20" 28"313" 313" NO NO 0.47 0.47 10'-0 _10'-0 12.0" 14 -0"_ 8 X 6"W/2" X 6" _ .6"W/2" X 6" 28" 26"3'-0" 3'41" NO ND 0.47 0.47 1 10'41 10'41 1. . 16-0" 1811" . . B'XB" 6 x8'W2 X6128 6"X_10" 20 28 3-0" 3-0" 3'-0" NO NO NO 0.47 0.47 0.47 90'-0 10'1' 22 -0" 24'-0" 8 X10" W2" X 0" 8 K 10" W2" X 8" -- 20" 20" 3'-0" 9'2" NO YES -- 0.47_ 0.50 12-0 __12-0"__1011" 120 12-0" 12-0" 8'-0" 12-0" 14%0" 16'4" r X B" 67 X 61 8 X6"W2 X6" 6" X 8" 6" X D" W2' X 6" 32" 32" 32" 32" 32" 31J" 3'-0" 9-0" 3'2"; 3'-0" NO NO NO NO NO 0.82 0.62 0.62 0.62 0.62 1 12-0 12-0"21111-0" 10'-0"8"X10..32"3'.!)»P40 8 X 10" W2 X 8" 32"3'-0" NO 0.62 0.82 - 122-022 12-0" 41' 24"4Y' 8"X 12 6" X 12" W2" X 6" 32" 32" 3'2" 3'3" NO NO 006 0.68 POST/FOOTING SCHEDULE 40' SPANS, 30 &4O PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING 'fl" W X D "B" DIA 'T' REQUIRED VOLUME, YD' 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.55 10'-0 _ 10'-0 1013" 10'-0" 1211" 14 '0" 6"X 6" 6 X 6"W/2" X 8" 6 X6"W2"X 6" - 30"3'-0" 30" . - 30 9'.0" 3'-0" NO NO NO --- 0.55 0.55 0.55 10'-0 10'11 10'-0" 10'-0 1B -0" 1611" 10.0" ... 8" X 0" 6" X 8" W2 Xfi ' 6" K O" 4V/2". X 6"_ 6"x10' 30" 30" __ 30" 30 9'-0" 3'-0"NO _ 3'11" 311' YES- NO NO --- 0.35 0.55 0.55 0.55 10'-0 . 22'.0" 8 X 10" W2 X 8" 30" -"kii" NO 0.55 10'-0' 24'-0" 8"X 12" 311" 9'2" YES 0.58 12-0" 8'0 6"X61 33" 3'0" NO 0.66 12-0" 1211" 12.0" 12-0 12-0" 1013" 12-07 14{1'-„ -0" 1fi.6 1011" 6"X 6" 67 XB W2'X6" @9' X8"W/2 X6" 6" X10" 33 33" ...33 33"3'07 33"311" 3'13" 911' 3-0' NO NO0.66 .. P40 NO NO - 0.66 _0.66 0.66 _ 0.66 12'-0" 12-0" 12-0" 20'41" 6"X 10" W2' X 8" 22-0" 6" X 12" 24'-0" fi " X 12" W/2 X6" 33"-0 33"-32" 33" 9 " 3'2" - NO N0 NO - 0.66 0.70 0.72 POST/FOOTING SCHEDULE 48'TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING '14" W X 0 "B" DIA. 'T' REQUIRED VOLUME, YD _101-0" 811" 6" X 6" 34" 3'-0" NO 0.70 10 4;i'u 10,-0' 8 X 6" 34"3'-0" NO 0.70 t10 {l � if -01127-1; 100', 1 1011' 1011' _ ;1210" 14-0" 16 -0" 18 0" 6" X 8" W2"X 8" fi"K6"W2"X 6" non 8" 8 X D" W2"X 8" 34"311" 34"30" 34 34 311" 9'-0" NO N. YES NO 0.T0 0.70.__ 0.70 ---- 0.70 102" 10'41" 10'-0" 10'2" 10-0" 20 -0" 22 -0" .--- 24'2" 8 X0" W2 X8" 6" X 113" 8 X 10" W2 X 81 6" X 12" W/2" X B" 34" 34" 34"9 34" 3-0" 3'0" -0" 3'.0" NO YES NO YES 0.70 0.70 0.70 0.70 12 0" 12-0" 12-0" 8'-0" 10'-0" 12-0" 6" X 6" 6 X 6"W/2" X 6" 6 X_W2"X6" 36" 36" 36" 3'41" 3.11"_ 3'-0" NO NO NO 0.70 0.79 -- 0.79 12-0" I 12-0" 12-0" 14'2" 16 '41" 10'0" 8 X 0 6 X8 W2"X6 8 X 10" 98 36"3-0" 36"S 3'-0" -0" NO NO YES 0.79 _. 0.79 0.79 12-0" 12-0" 1211 "W/2- 20 -0' 22'.0" -0" 24'" B X 10"W/2"X 8 6" X 12" W/2" X 6" 8" X 12" W22 " X 6" 36"9 36" 98" -0" 3'-2".. 9." NO __ NO .-_ � NO -- 0.79 .79 _-. 0.83 . � � 029 POST/FOOTING SCHEDULE 54'TO60' SPANS, 30 &40 PSF LIVE 1040 POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING 1-1" W X D "B" DIA. T' REQUIRED VOLUME, YD ' 10 -0" 1043'_ 011" 1011"_ 8 X 61 6" XB' 36" --36"-.9'13" 32" NO NO 0.79 0.79 _. - 10 -0 " 100' 10 -0" 10'-0" 101-0" -0 12' 14-0' low 10'-0" 2011" 8 X6 W2"X6 6 x8 8 XD W2" X8 8 K 10" , 6 K 10 W2"Xfi 36"9-0" 36"0 36" 36" 36"3'-0" 3 " 9-0" 3'0" P40 NO _.... NO NO YES 0.79 0.79 __..__. 0.T9 0.79 0.79 10'8" 1041" i2.-6" 24 -0' 8 X 10 W2' X 8 6 X 12" 389 _3 96 -0" 9'2" NO .- - YES 0.79 --.--- 0.89 12-0" 12-0" 12-0" 0'-0" 10'-0" 12'-06���g" 6"X6" 6 X 6"W/2" X 6" 40" 40" 40". 310" 3'-0" 3'.0"" NO NO NO 0.97 0.97 _ 0.97_ g �t-8 1211" \th',U;.P 1$'11" 86="X0",,-" 6" S8 WP :X6" B" x 10" 411 40" 3 )" 9'-0" NO NO ._. YES 0.07 0.97 ---- 0.97 ._ 02"._ -20'-0" B" X 10" W2'' X 0" _40" 3•-0" NO 12-0" 12-0" 22'2" 24'-0" 6" X 12" W/2" X 6" 6"K12"W2"118" 40" 40" 31)" 9'2" NO NO _0.07- 0.97 1.09 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 p2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"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 HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". WAMBEKE ENGINEERING 2913 E, 61st Court Danlet Warlbeke .P„.E, ,,, ,n., r Spokane, WA 99223 Telephone' 509=,143r-6106.- floe- 509+448.=.6582. a -mall dwombeke@msn,com LAYO0T,1STRUCTURAL'` irf L'St'AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD QUALITY STEEL BUILDINGS, INC 7810 NORTH MARKET SPOKANE, WASHINGTON 99207 BY DRAWN WAMBEKE CHECKED V BY DATE DESCRIPTION OF CHANGE PROJECT N0. DATE 01-08-06 DRAWING NO,, QUALITY.IBC2003-06 ann SCALE, MT'c SHCrT, , nc 4 REV, A r WALL SECTION ', 10' OR 12' POST SPACING 8', 10' OR 12' POST SPACING Li 11111111111111111 10 SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING S1 METAL R❑❑FING OVER METAL BUILDING INSULATION S2 2" X 6" OR 2" X 8" PURLINS @ 24" O.C. g MANUFACTURED TRUSSES S4 2' X 6" OR 2' X 8" BLOCKING BETWEEN GIRTS, NAIL BLOCKING TO POSTS W/ (6) 16c1 NAILS. SS 2" X 6' OR 2" X 8" GIRTS @ 24" ❑.C. TOENAIL TO POSTS AND BLOCKING W/ (3) 16d NAILS, S6 METAL SIDING. S7 S8 10 Cja 11 • WALL FRAMING PLAN 4' THICK CONCRETE SLAB. CONCRETE POST FOOTING L. PRESSURE TREATED POST 2" X 6" OR 2" X 8" STAGGL_RED BLOCKING OF GIRTS END NAIL TO GIPS W/ (2) 16c1 • NOTES: IMIL ;,o,N, ,A,,,,NL DANIEL L. WAMBEKE 10992 P E,, ,SS/ONA"L'' 1501LNDINGSOTTp/ �gQ ' \O 0 c. IF THIS SEAL M NOT •,[1 1�PR WTEO IN Ri,O }'• USE Olt REPROO PLAN OR BLUEPRINT SE AN INFRINGEUAINT OF . PED.COPYRIGHT ACT PYRIGHT PROTEC TO ?WORT COPYRIGHT VIOLA CALL 1400-776-011i SS AMMO POR RENINS AN ACTUAL COPYRIGHT nra d INFRINGEMENT Ws:19010 UCEDIN���"�� 1. BUILDING SPECIFICATI❑NS ON BASIC POST FRAME BUILDING PLANS APPLY TO THIS ADDENDUM, 2. 2' X 8' GIRTS MAY BE SUBSTITUTED FDR 2' X 6' GIRTS TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT REQUIRED FOR STRUCTURAL INTEGRITY. @ MIDSPAN NAILS. 2 X 6 OR 2 X 8 WIND❑W SILL 2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE DF WINDOW 2 X 6 CEILING JOISTS - INSTALL WITH J❑IST HANGERS - PRESSURE TREATED 2' X 6" OR 2" X 8" BASsCTIONAND OPENINGS BETWEEN AND PRIVATE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE PRESSURE TREATED 2" X 4' BASE GIRT, CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR ❑ 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED DOORS. ❑PTI❑NAL WAMBEKE ENGINEERING Daniel Wartbeke, P. E. Spokane, 61st t99223t Tele 509-443-6186 Faxi 509-448-6582 e-mail dwarabeke@rsn,com COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS QUALITY STEEL BUILDINGS 7810 NORTH MARKET SPOKANE, WASHINGTON 99207 DRAWN BY DATE DRAWING NO.' QUALITY.COMM WAMBEKE 2004 SCALE! N.T.S. SHEET! 1 DF 1 REV. 1 ', 10' or 12' POST SPACING ', 10' or 12' POST SPACING S WALL SECTION SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING S1 METAL ROOFING OVER METAL BUILDING INSULATI❑N S2 2" X 6" OR 20 X 8" PURLINS @ 24" ❑.C. S3 MANUFACTURED TRUSSES S4 2" X 6' OR 2" X 80 BLOCKING BETWEEN GIRTS, NAIL BLOCKING TO POSTS W/ (6) 16c1 NAILS, S5 2' X 6" OR 2" X 8" GIRTS @ 24" 0,0. TOENAIL TO POSTS AND BLOCKING W/ (3) 16d NAILS. S6 METAL SIDING, S7 PRESSURE TREATED 20 X 611 OR 2" X 8' BASE GIRT S8 PRESSURE TREATED 2" X 4" BASE GIRT. WALL FRAMING PLAN S9 4' THICK CONCRETE SLAB. 10 CONCRETE POST F❑❑TING 1• 1 PRESSURE TREATED POST 1 EXPIRES 12-29-2007 I NOTE: THIS ONE HOUR FIREWALL ASSEMBLY IS SIMILAR TO GA FILE NO. WP 3514 AND GA FILE NO. WP 3605. ®1 2" X 6" OR 2" X 8" STAGGERED BLOCKING @ MIDSPAN OF GIRTS, END NAIL TO GIRTS W/ (2) 16c1 NAILS. 1® 5/8' TYPE X GYPSUM WALLBOARD BOTH SIDES OF WALL. ONE LAYER NAILED WITH 6d NAILS X 1 7/8" LONG @ 7" 0.0. • 2 X 6 CEILING JOISTS - INSTALL WITH J❑IST HANGERS - ❑PTI❑NAL 5/8' TYPE X GYPSUM WALLBOARD - NAIL TO CEILING JOISTS ❑PTI❑NAL NOTES: 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME BUILDING PLANS APPLY TO THIS ADDENDUM, 2, 2 X 8 GIRTS MAY BE SUBSTITUTED FOR 2 X 6 GIRTS TO OBTAIN DESIRED WALL THICKNESS, BUT ARE NOT REQUIRED FOR STRUCTURAL INTEGRITY, WAMBEKE ENGINEERING Daniel War�beke P. E. 2913 East 61st Court Spokane, WA 99223 Teti 509-443-6186 Fax 509-448-6582 e-mail dwambekeermsn.com ONE HOUR FIREWALL FOR POST FRAME BUILDINGS PRECISE CONSTRUCTION 602 S. SHELLEY LAKE LANE SPOKANE, WASHINGTON 99037 J DRAWN I BY DATE I DRAWING NO, PRECISE.ONE HOUR IWAMBEK 2006 f SCALEI N.T.S. ISHEETi 1 I]F 1 REV. I 9r?" \ter y y --> //Du 45 t PLANN G DEPT. APPROVED PR on- r-nnN ^m nPFNINGS BETWEEN DW[ ^•fESHALL HAVE: 1) M;+`• " INGS`SOTWE CONS' ,„AGE SHF . ❑ 5/8” , '. HOURf1AE �\'E) OR O 1/2" ( • IDE: ',: 2) OPENIr: • ITABLE SPA('••-,;, EOUIPPEL .. • ATTIC.FLOOF )RE STEEL DOui,A; o RESIDENCi DOORS. ;. SOLID OR Hu . �" OR 20 MIND I L ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS