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2014, 09-22 Permit App: BLD-2014-2297 Pole BldgS"''ol�ane P ,,,;0oo4SValley RESIDENTIAL CONSTRUCTION PERMIT AP,PLICATION XX NEW CONSTRUCTION ADDITION/ REMODEL ACCESSORY UILDINFFNTEt DECK OTHER SITE ADDRESS: 10612 E 27TH AVE ASSESSORS PARCEL NO.: 45294.0403 LEGAL DESCRIPTION: LOT 3, BLOCK J, CHESTER HILLS ADDITION, AS PER PLAT RECORDED IN VOLUME 1 OF PLATE, PAGE 92, RECORDS OF SPOKANE COUNTY, IN THE CITY OF SPOKANE VALLEY, COUNTY OF SPOKANE, STATE OF WASHINGTON BUILDING OWNER NAME: MICHAEL D BRADY NAME: MICHAEL D BRADY ADDRESS: 10612 E 27TH AVE CITY: Spokane Valley STATE: WA ZIP: 99206 phone: 509-979-6537 Fax: 509-723-4920 cell: 509-979-6537 CONTACT NAME: MICHAEL D BRADY PHONE: 509-979-6537 FAX: 509-723-4920 CELL: 509-979-6537 CONTRACTOR NAME: ZIEGLER LUMBER COMPANY MAILING ADDRESS: 620 E HOLLAND AVE CITY: Spokane STATE: WA ZIP: 99218-1255 PHONE: 509-922-1800 FAX: CELL: CONTRACTOR LICENSE NO.: ZIEGLL*3163G EXPIRES: 8/3/15 CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: 30'x 36'x 12' (at eave) Pole building with concrete slab. 16'x 10' garage door and (1) 3'-0" man door. • u •u 1:2 1114 9 419; 1:11111814 K611,11 u ► ► DI Height to Peak: 17 Dimensions: 30 x 36 No. of Stories: 1 Total Habitable Space: 1080 Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ 1080 ft2 N/A FT: N/A FT:N/A Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on N/A FT: Area: Property: N/A N/A N/A No. of Bedrooms: N/A Construction Type: Heat Source: None Sewer or Septic: N/A PoleBld TOTAL COST OF PROJECT: $21,000.00 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 violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and sugsequ ntly aftRroved before this application can be processed. Signature Date: 9/22/2014 WAMBEKE ENGINEERING 2913 East 61St Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com September 13, 2014 Mr. Kyle Hudson ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Spokane Valley, WA 99037 SUBJECT: 30'X 36'X 12'0" POST FRAME BUILIDNG FOR MIKE BRADY, 10612 E. 27TH AVENUE, SPOKANE VALLEY, WA Dear Kyle: This post frame building has been sold for construction on Mr. Brady's lot in Spokane Valley using the standard post frame building plans I have prepared 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 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 10' 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. 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 left sidewall has no openings. The right sidewall has no openings. Sidewall openings have no effect on the lateral load resistance for this building. You may use the standard 40 PSF live load post frame building plans for all framing details and member sizes for this building. Please contact me if you have any additional questions about the design of this building. Si rely, �/—j �— Daniel Wambeke, P.E. PI n us main Th n Silb pp"ll 1�es Enclosure i For Inspection. DW:dw e �jUalley REVIEWED FOR CODE.COMPLIANCE f SPO E ALLEY BUILD 1\(�SIONL Z,'� L Designer of Small Structures, Post Flrame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems Mike Brady 10612 E 27th Spokane Valley WA 99206 i— 10'-0" ►-i -0 10'-0" ►-i -0 10'-0" Li Li 6x8 20' 6x6 22' 6x6 22' 6x8 20'/ i 12'-0" - 6x8 20' 6x8 20' 46'-10" 12'-0" - 6x8 20' 6x8 20' C L Wq of Wgsy�� © Z l¢ 121-0"fn 9 18067GISTER NAL s 20' 6x6x22' 6x6x22' r-I--------- ------ _ - - I I 16x10 C 61-1011 6'-3' 01 36'-0" W- 11 i NOTES FOR FLOOR PLAN S1 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 DIMENSIONS, B = 1'-8'; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24" ❑.C,, BEARING OR JOIST HANGERS (TYPICAL) QLd SPAN L3 z W Q W J a DOUBLE TRUSSES — —< �Q — � — — — — z -j Q Ja � �W �o > H J \ - 10 ` , > 00 W 0 O L- O J Q x 0 � X � � (til cu o , \ (ll 0 V' (v D V) J Q z ° BLE TRUSSE (4 CL V H� z� A 3 \\ C) ` o \ OJ x `r' x ci 3 N cu o w & (U \ Wcu � W (U :D c9J SINGLE TRUSS PLAN VIEW N.T,S. 1tt W. of ens, �-IR wV b 18067 G iOlVAL E� '3EE ` DETAIL ][ � '3EE ` DETAIL 12 NOTES FOR SECTION A -A (�7\ TYPICAL PURLIN, SEE FLOOR `��' PLAN FOR SIZE TRUSS DESIGN BY OTHERS 2" X 6" @ 24^ O. C., 10' BAYC DF -L #2 GIRTS FLAT @ 24^ O.C. 2" X 6~ @ 24` O. C.,12' BAYS DF -L #2 GIRTS FLAT @ 24" O.C. CONCRETE FOOTING, SEE SCHEDULE EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH ' 1 1/2" LONG WOODFAST TEKC, WALLS FASTENED TO GIRTS WITH 1" LONG WOODFACT TEKS. � ° | ��� BUILDING D|NG '3EE ` DETAIL \1 2 , SEE FOOTING DETAIL SF-C7-|OkJ & A 5 N.T.S. 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 Fac = 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 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 ® 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 ® 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES O 6" 0. C. O 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 �L W WAMBEKE ENGINEERING 2913 East 61st Dort aniel Wambeke P. E, -Spokane, WA 95223 OF 1gA.Sjff Teb 509-443-6186 Fax, 509-448-6502 a -nail dwanbeke8nsncon 2012 IBC SPECIFICATIONS FOR " TYPICAL POST FRAME BUILDINGS o � 620 EAST HOLLAND b 18067 WA 99218 IsTEP' DRAWN BY DATE REV, �NAL� WAMBEKE —08-10 APPROVED SCALE IBC03-40WA NTS NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING W S�3 UNDISTURBED SOILU � z S4 GRADE ® S1 Q W CONCRWETE E-- ,' n L,J a a Q 2 44 '41 - FOOTING DETAIL N.T.S. WAMBEKE ENGINEERING L W 1 og KASgj �� 2913 East 61st Court anlet WQMbeke, E. Spokane, 99223 . Teti 509-443-6186 Fax, w° 509-440-6582 a -Holl dwanbeke0nsncon STANDARD FOOTING DETAILS 6 STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND Is DRAWN BY DATE REV. S jONAL WAMBEKE O8 APPROVED SCALE IBC04 NTS 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" 8'-0" 6" X 6" 26" 3'-0" NO 0.41 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 10'-0" 14'-0" 6" X 6" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 16'-0" 6"' X 8" 27" 3'-0" NO 0.44 10'-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 20'-0" 6" X 10" 27" 3'-0" NO 0.44 10'-0" 22'-0" 6" X 10" W/2" X 6" 27" 3'-3" NO 0.48 10'-0" 24'-0" 6" X 12" 27" 3'-6" NO 0.52 12-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.55 12-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.55 12-0" 12'-0" 6" X 6" W/2" X 6" 30" 314" NO 0.55 12-0" 14'-0" 6" X 8" 30" 3'-0" NO 0.55 12-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 12-0" 18'-0" 6" X 10" 30" 3'-0" NO 0.55 12-0" 20'-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0.58 12-0" 22'-0" 6" X 12" 30" 31-4" NO 0.61 12-0" 24'-011 6" X 14" 30" 31-8" NO 0.64 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'-0" 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". W WAMBEKE ENGINEERING 2913 East 61st Court 1�L OF KAS$I anlTe Warnbeke P. E. S okane MA 99223 Tele 509-443-6186 haw 5D9-448-6582 a-naA dsanbekelnsn.con fa POST & FOOTING SIZES 26' TO 32' SPANS — 40 PSF L.L. p �, -. rZIEGLER STANDARD POST FRAME BUILDING PLANS LUMBER COMPANY it �o 620 EAST HOLLAND wlC� Ib067 T� NAL SPOKANF. WA 99218 DRAWN BY DATE WAMBEKE-24-08 REV, APPROVED SCALE IBC05-30.40WA NTS r1 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. H0� NAeCr1pN NOTES FOR CONNECTION DETAIL 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 S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK 05 WOOD POST, SEE POST/FOOTING SCHEDULE. (o 4 - lOd NAILS S7 SOLID BLOCKING AT CONNECTION POINTS. SB TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' EAVE GIRT 10 KNEE BRACE, IF REQ'D. SEE POST SCHEDULE AND DETAIL 2 11 2' X 6' X 24' OR 2' X 8' X 24' BLOCK 1 I - 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 @ BOLTING BLOCK - 24' & 30' 3 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT @ BOLTING BLOCK - 60' S(01 4 - 16d 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) 16ciNAILS. ON CONNECTION METHODS 'B' AND 'C', 'TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER TYPICAL SIDE ELEVATION N.T.S. 1�ti W WAMBEKE ENGINEERING 2913 East 61st Court anlel Wambeke P. E, Spokane, vA 99zz3 Teti 509-443-6106 Fox, 509-440-6582 a-no4 dranbeke2nsnzon TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS ZIEGLER E.1 MBER COMPANY �620 EAST HOLLAND o ,p Ism �' DRAWN BY DATE SJONAL �,'�� WAMBEKE —24-08 IBCOBA APPROVED SCALE NTS REV. 4 12 20, 00 MAXIMUM SINGLE OVERHEAD DOER OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N,T.S. (�D GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURI -INS @ END TRUSS W/20 X 6" TREATED 2' X 6' BOTTOM GIRT 2" X 10" HEADER 2� X 6� GIRTS @ 24' 0,C., 10' BAYS, DF -L #2 2" X G" GIRTS @ 24" D.C., 12' BAYS, DF -L #2 2' X 8' FACIA BOARDS TREATED WOOD POSTS, SIZED PER SCHEDULE TREATED 2' X 6- BOTTOM GIRT DR TREATED 2" X 10" BOTTOM GIRT WAMBEKE ENGINEERING 2913 East 61st C�r IVA Daniet Wambeke P, E. SN,_e, WA 99223t Tel- 509-443-6186 Fax, 5019-448-6502 e-mh cf�ambekeRms�xoa_ FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMM nOMPANY 620 EAST HOLLAND 18067 I SPOKAI`E. WA 99218 DRAWN BY DATE ONAL REV, WAMBEKE 2-24-08 APPROVED SCALE W09 1 NTS -1 12 4 SEE DETAI F-1 I ... IT 3068 MANDOOR OPENING OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS (�D GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER 2' X 10' HEADER UP TO 12' 0- DOORS 2' X 12" HEADER UP TO 20' 0" DOORS 2" X 6" HEADER 4# X 60 DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 60 FACER. 60 X 6" DOOR POST - 16' & 18' WALL HEIGHT W/ 20 X 8' FACER, 2- X 4- WINDOW JAMB WAMBEKE ENGINEERING ww P913 E.. Ist C—rt Danle� Wctmloeke, P, E. Smk—, WA 99223 Tel- 509--443-6186 Fax- 509-448-6Z)B? ­mR d.ambeke@ms�om FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEULLN LUPBER 55MPANT 620 EAST HOLLAND b 1806 ISTV10 !S7 6�10NAL SPOKA . WA 992j5 DRAWN BY DATE WAMBEKE -24-08� —ri IBC12 I APPROVED SCALE NTS S2 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING NJ& S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 GABLE END POST S4 2" X 4' BOTTOM CHORD BRACING @ 10' 0" ❑.C. S5 2" X 3' BLOCK WITH 4 — 10cl NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWS, #10 x 1 1/2' AT 9' O,C, (NEXT TO HIGH RIB - EACH PURLIN) 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 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 DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SL'REWSj TYPICAL.. SCREW PATTERN, EXCEPT AS NOTED ABOVE of WAS ZONAL 1�� STEEL SHEETING SCREW PATTERNS N,T,S 16d NAILS 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' D.C. FOR BAYS LARGER THAN 11' 4 - 16d GALV, NAILS EACH GIRT 2' X 6' FLAT GIRT @ 24' ❑, 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 BLOC DETAIL 3 EB M-1marallml CORNER POST 8 - 16cd NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS RAsgl J tiV 4 °. o, 4p, isTgco Gti 0 L l0d NAILS @ 6' O.C. X 6' 0 R 2' X B' L -BRACE TRUSS WEB MEMBER NOTE; ---- 0cl NAILS @ 6' O.C. ' X 4' L -BRACE -TRUSS WEB MEMBER SFCTION GABLEAT 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 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG N.T.S. Ill I61VAL 1� �-.e NOTES FOR CONNECTION DFTQI1, S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S© PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/0) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. S4 MANUFACTURED TRUSS - BOLT TO POST WITH 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK SS WOOD POST, SEE PLAN VIEW S6 4 - 10d NAILS S7 SOLID BLOCKING AT CONNECTION POINTS. S8 TYP, PURLIN, 2' X 8' DF -L kit 2 12' O. C. (o 2' X 8' EAVE GIRT 10 KNEE BRACES NOT REQUIRED I1 2' X 6' X 24' BLOCK 1 1 - 3/4' 0 MACLIINE BOLT THRU TRUSS T, CHORD 1 - 3/4' 0 MACLIINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACLIINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 24' & 30' 3 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT P_ BOLTING BLOCK - 60' 04 - 16d NAILS 3/4'0 MACLIINE 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. C). PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNA1LS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER 8', 10' OR 12' POST SPACING 8', 10' OR 12' POST SPACING WALL SECTION WALL FRAMING PLAN SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING METAL ROOFING OVER METAL BUILDING INSULATION 2' X 6' OR 2' X 8' PURLINS @ 24' O.C. MANUFACTURED TRUSSES 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. 2' X 6' OR 2' X 8' GIRTS @ 24' D.C. TOENAIL TO POSTS AND BLOCKING W/ (3) 16d NAILS. METAL SIDING. PRESSURE TREATED 2' X 6' DR 2' X 8' BASE GIRT PRESSURE TREATED 2' X 4' BASE GIRT. 4' THICK CONCRETE SLAB. CONCRETE POST FOOTING PRESSURE TREATED POST 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 THE DESIRED WALL THICKNESS, BUT ARE NOT REQUIRED FOR STRUCTURAL INTEGRITY. 2' X 6' OR 2' X 8' STAGGERED BLOCKING @ MIDSPAN OF GIRTS, END NAIL TO GIRTS W/ (2) 16d NAILS. 2 X 6 OR 2 X 8 WINDOW SILL 2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE OF WINDOW 2 X 6 CEILING JOISTS - INSTALL WITH JOIST HANGERS - OPTIONAL WAMBEKE ENGINEERING 2Sa61st Court Warlbeke, P. E. 2913 East WA922 TO 509-443-6186 Fax. 509-448-6582 e-nall tlrnnbekeensncon COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 E. HOLLAND SPOKANE. WASHINGTON 99218 DRAWN BY DATE DRAWING NO., ZIEGLER.COMM WAMBEKE 2004 SCALE. N.T.S. SHEET 1 OF 1 REV. F S3 -0 11 ®1 -®1 -®1 0 0 1®- ®1 '\ 1 S.S8 „ /1 WALL SECTION WALL FRAMING PLAN SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING METAL ROOFING OVER METAL BUILDING INSULATION 2' X 6' OR 2' X 8' PURLINS @ 24' O.C. MANUFACTURED TRUSSES 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. 2' X 6' OR 2' X 8' GIRTS @ 24' D.C. TOENAIL TO POSTS AND BLOCKING W/ (3) 16d NAILS. METAL SIDING. PRESSURE TREATED 2' X 6' DR 2' X 8' BASE GIRT PRESSURE TREATED 2' X 4' BASE GIRT. 4' THICK CONCRETE SLAB. CONCRETE POST FOOTING PRESSURE TREATED POST 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 THE DESIRED WALL THICKNESS, BUT ARE NOT REQUIRED FOR STRUCTURAL INTEGRITY. 2' X 6' OR 2' X 8' STAGGERED BLOCKING @ MIDSPAN OF GIRTS, END NAIL TO GIRTS W/ (2) 16d NAILS. 2 X 6 OR 2 X 8 WINDOW SILL 2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE OF WINDOW 2 X 6 CEILING JOISTS - INSTALL WITH JOIST HANGERS - OPTIONAL WAMBEKE ENGINEERING 2Sa61st Court Warlbeke, P. E. 2913 East WA922 TO 509-443-6186 Fax. 509-448-6582 e-nall tlrnnbekeensncon COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 E. HOLLAND SPOKANE. WASHINGTON 99218 DRAWN BY DATE DRAWING NO., ZIEGLER.COMM WAMBEKE 2004 SCALE. N.T.S. SHEET 1 OF 1 REV. SITE PLAN POLE BUILDING PARCEL 45294.0403 100121 200 AVE. SPOKANE VLY. VVA. 99206 NOTE: 1 SHOP SHALL SET BACK A MINIMUM 001260. FROM ANY ADJACENT PROBE, LINE. pLANDERN9 -PT APPROVED DATE MICHAEL D BRADY OWNER 106126 27TH AVE SPOKANE VLY, WA 99206 POLE BUILDING 36 X 30 X 12 @ EAVE PARCEL NO. 45294.0403 10612 E 27TH AVE.