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2013, 12-31 Permit App: BLD-2013-2614 Accessory Bldg0 SCITY OF 0000* ,,;oOValley- Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 720-2540 Fax: (509) 688-0037 permitcenter(&sookanevalley.org W)- 'M �) / � (Staff Use Only) PERMIT NUMBER' PERMIT FEE' R F(7 RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ❑ NEW CONSTRUCTION ❑ ADDITION/ REMODEL tk ACCESSORY BUILDING ❑ DECK ❑ OTHER RMIT CENTER SITE ADDRESS: % `I /G IV 6,-e-ei.t6tRC4 5206,1- Vt [A2Ck 990/4 ASSESSORS PARCEL NO.: 55-7-70 , )03cj LEGAL DESCRIPTION: '! BUILDING OWNER NAME: NAME: IJ Qi /! r Cc 44 446 ra 1 1 cz ✓l 7 ADDRESS' / a�} I Co•�e�r�t0(PS �" c� / - CITY: S c3 ka"-q— V ` STATE: („'a� ZIP: 7 9e PHONE: �D / L�/ / �'� 7 Gj v>Z FAX: 5-2)? E �P / a%/S-CELL: CONTACT NAME: 5C7'- o -L C�4- 5 0&<);<a4— PHONE: &<);<a4—PHONE: FAX: CELL: CONTRACTOR NAME: MAILING ADDRESS: CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE NO.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBg THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: I v x -oo f 1ap 5PCc C42 ****YOU MUST COMPLETE THE FOLLOWING**** MARK _N/A _IF _N_OT APPLICABLE Height to Peak: " Dimensions: No. of Stories: Total Habitable ;5 / 3( o ,t q Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ / FT: A/114 FT: J'ff Garage SQ FT: Deck/Covefed Patio SQ Imperviou& Surface 30% Slop s on X60 /Bedrooms: F�` „� T: Area: 960 Property: /V/10 10 No. of 6f Constru ion Type:_ Ro v- t Heat Source: Sewer or Septic: W oW TOTAL COST OF PROJECT: $ C)600 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 sybmitted and subsequently approyed before this application can be processed. Signature /////�� �'�-Z4 cl u Date: Updated 1-11-11 Page 1 of 1 http: //www. spokanevalley.org/filestorage/124/938/210/948/ 1496/2743/Res_Permit.doc • • Target Date sheet S ��� immovalle, (9) For City Use Only PLUS Project _ Project Address 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. CD -003 V-7/ 06-21-11 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 December 19, 2013 Mr. Bryan Barnett ZIEGLER LUMBER COMPANY 1520 E. Wheeler Road Moses Lake, WA 98837 SUBJECT: 20'X 24'X 12' POST FRAME BUILDING ATTACHED TO 20'X 24'X 12' ROOF ONLY BUILDING FOR LARRY ABRAHAM, 1910 N. GREENACRES ROAD, SPOKANE VALLEY, WA 99016 Dear Brian: This post frame building has been sold to Mr. Abraham for construction on his lot in Spokane Valley, WA using the standard plans I have provided 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 D and 2,000 PSF allowable soil bearing pressure per the 2012 IBC. The building has 12' post spacing and 4:12 roof pitch manufactured trusses. I checked this building for the diaphragm design characteristics from which the standard plan design was generated. The front endwall has a 10' x 10' overhead 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 a 3' pass door. The right sidewall has no openings. Sidewall openings do not change the diaphragm resistance of the building. The standard 40 PSF roof live load post frame building plans can be used for construction of the closed in of the building. The standard plans do not address open buildings or non -constrained posts. I have designed this portion of the building and detail the structural elements of the building below. • Roof purlins and trusses — This portion of the open building are the same as the closed in portion of the building. • Sidewall posts — open building — Use 6" x 6" Hem -Fir #2 treated posts with full length treated 2" x 6" nail laminated to the inside face of the post or 6" x 8" Hem -Fir #2 treated posts embedded in 24" diameter x 37 deep concrete footings. • Corner posts — open building — Use 6" x 6" Hem -Fir #2 treated posts embedded in 20" diameter x 3'0" deep concrete footings. • Framing and connections — Use the standard post frame building plans with the above exceptions. Please contact me if you have any additional questions about the design of this building. Si°F wqs Daniel Wambeke, P.E. T to 9F 18067 Enclosure G/STOk S CONAL � DW:dw Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 12'-0" 12'-0" -f- 3'-2" T- 12'-0" 12'-0" 1910 N GREENAL;Ktts KU i o, -o,, i 0--o'. 6X6 22' -� TRUSS DIRECTION (ENCLOSED BLDG) ---------------- 10x10 OHD 4X6 16' � � 6X6 20' 6X6 20' 4'-10 2 4'-10 7-1-10'-3" (ROOF ONLY) ALL POLES 6X8 18' UNLESS NOTED 20'-0" Cf:1i7il � L lr�� t� 9F 7806 � ���ONAL E / L4 (04!(p Tr1%aj La 4- 5 ze. PLANNING DEPT. APPROVED BY' tPP,se4,„p7k DATE. /2/02O/3 ' Si �e PIS paM-cel E5074 1 OS9 I Project # '2-015 -.2.41L( RECEIVED I La: 3 1 2013 1 1 Ii SUB # i REV # CSV PERMIT CENTER I Oa! filer Wtelar u' ";ick 51. S5, a5' 1 6.6 ay' T 0 L1-� ate' ao-"� 5C.cL.l� /1\ N I y S' 4O c41(p s� -�� -� / ZrD -- 5 1- z -e - I 2 2-✓ 1 s e v v) Q rpt - -- cL & v -r_ -i PLANNING DEPT. APPROVED (� BY:aa� �j - TE: �Z� 1 I��� DA /U' SI tc_ p I Cl"- V�l- orcpC � 5S0 . 1 0S 9 !Project #�ft-�0(�"2(v�� I RECEIVED L-' G. n a- 3 1 X013 I CSV PERMIT CENTER SUB # REV, # �� { to v — � 30' /1\ N I y S' 4O c41(p s� -�� -� / ZrD -- 5 1- z -e - I 2 2-✓ 1 s e v v) Q rpt - -- cL & v -r_ -i PLANNING DEPT. APPROVED (� BY:aa� �j - TE: �Z� 1 I��� DA /U' SI tc_ p I Cl"- V�l- orcpC � 5S0 . 1 0S 9 !Project #�ft-�0(�"2(v�� I RECEIVED L-' G. n a- 3 1 X013 I CSV PERMIT CENTER SUB # REV, # �� { c) scab p �Gl \ Q UI , a q � 1 ab' i T i i c) scab WA MBEKE ENGINEERING 2913 East 614t Court Daniel Wambeko, P. E. Spokane, WA 99223 Telephone: 509-443-6186 •Fax: 509-448-65e*--.--ifiw"a--m"bie—ke—"-""-' a—m-s'n"COM December 19, 2'01 Mr. Bryan Barnett ZIEGLER LUMBER COMPANY 1520 E. Wheeler Road Moses Lake, WA 98837 SUBJECT: 20'X 24'X 12' POST FRAME BUILDING ATTACH FOR LARRY ABRAHAM, 1910 N. GREENACRES Dear Brian: TO 26� k 24"'X" 12' ROOF ONLY BUILDING AD,SPOKANE VALLE.Y-,WA 99016 This post frame building has been sold to Mr. Abraham for construction on his lot in Spokane Valley, WA using the standard plans I have provided for Ziegler Lumber Company. The building design is based on 40 PSF roof live (snow) load, 110 MPH wind speed, Exposure 8, Seismic Design Category D and 2,000 PSF allowable soil bearing pressure per the 2012 IBC, The building has 12' post spacing and 4:12 roof pitch manufactured trusses. I checked this building for the diaphragm design characteristics from which the standard plan design was generated. The front endwall has a 10' x: 10' overhead 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 an this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has a 3' pass door. The right sidewall has no openings. Sidewall openings do not change the diaphragm resistance of the building. The standard 40 PSF roof live load post frame building plans can be used for construction of the closed in of the building. The standard plans do not address open buildings or non -constrained posts. I have designed this portion of the building and detail the structural elements of the building below. • Roof purlins and trusses — This portion of the open building are the same as the closed in portion of the building. • Sidewall posts — open building — Use 60 x 6' Hem -Fir #2 treated posts with full length treated 2' x 6' nail laminated to the inside face of the post or 6* x 8' Hem -Fir #2 treated posts embedded in 24" diameter x 37 deep concrete footings. • Comer posts — open building — Use 6* x 6* Hem -Fir #2 treated posts embedded in 20" diameter x TO" deep concrete footings. • Framing and connections — Use the standard post frame building plans with the above exceptions. Please contact me if you have any additional questions about the design of this building. Si rely, Daniel mbeke, 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" J- T -2" _I -- 1910 N GREENACRES RD 10'-0" - ---- --" t 10'-0" ----- 12'-0" (ROOF ONLY) I I 12'-0" I ALL POLES 6X8 18' UNLESS NOTED m E L ���9c�'Gt S "ANAL 'CL 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 FO❑TING DIMENSIONS, B = 1'-B"; D = 3'-0" MAXIMUM POST SPACING 12'-0" S3 PURLINS @ 24" O,C., BEARING OR JOIST HANGERS (TYPICAL) a w SPAN L7 w z A w J ¢ DOUBLE TRUSSES --<— - Eg- - - J0 �a �w �a � >Lo o`00 • l� X 0 o J X A � c) • a_LA- C) o Nn v _j �N D Q a LE TRUSSES H z~ ~-' A 3 A CL U a- Y- • o �o H ` 0 • o X d' o • of X U W W N cm SINGLE TRUSS PLAN VIEW N.T.S. WAMBEKE ENGINEERING 8913 EW st �a�rt k 1�L and t Wambeke P, E. s 99223 Ott RA$jfl TO 309-443-6186 Fax. $09-448-6582 e-mK dsanbektemn,con BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND o -b 18067SPOKA WA 99218 "4ISTTFg�' DRAWN BY DATE REV, ssIONAL � WAMBEKE -24-08 APPROVED SCALE IBC-01.40WA NTS L�SE 12 SE DETAIL �� � 1 tee. 180 7 s`S,toNAL .. cJ NOTES FOR SECTION A -A J O TYPICAL PURLIN, SEE FLOOR Si u PLAN FOR SIZE W S2 TRUSS DESIGN BY OTHERS L7 Z J D S3 2' X 6' @ 24' O. C., 10' BAYS '-' Q DF -L #2 GIRTS FLAT @ 24' O.C. = O = 2' X 6' @ 24' O, C,, 12' BAYS SEE U DF -L #2 GIRTS FLAT @ 24' D.C. DETAIL S4 CONCRETE FO❑TING, SEE SCHEDULE 2 W S5 EXTEND POST TO TOP OF PURLIN W vi ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS, WALLS FASTENED TO GIRTS WITH 1' LONG A WOODFAST TEKS, '. .' SEE FOOTING .' DETAIL II UD II 4� BUILDING SECTION A - A N.T.S. tee. 180 7 s`S,toNAL 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 UC48 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 O 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 301 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 O 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 i East st Birt 1 Daniel. Wamb k 2 13 P. E. kart g� 9 3 �F RAsgf TNS 309-443-6186 Foxy so -448- 382 e -nal dranbekelron,con 2012 IBC SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 0 620 EAST HOLLAND .p 18_0__7 - WA 99218 lb"!'L`►''"� '�. DRAWN BY DATE REV. Sj0 WAMBEKE —08-10 NAL APPROVED SCALE IBC03-40WA NTS NOTES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE 02> VIBRATE OR ROD CONCRETE TO OBTAIN ^-^ FULL BEARING LLJ UNDISTURBED SOIL �4) GRADE O LAJ FOOTING DETAIL 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" X-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" X-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 24" X-0" NO 0.35 10'-0" 20'-0" 6" X 10" 24" X-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" X-0" NO 0.41 12-0" 10'-0" 6" X 6" 26" X-0" NO 0.41 12-0" 12'-0" 6" X 6" Wl2" 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" X-0" NO 0.45 12'-0" 20'-0" 6" X 10" 27" 3'-3" NO 0.48 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'-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". 1 �A, w WAMBEKE ENGINEERING 2 913 Est O42 1fASfff rnP, E. anlel Wabeke Tele 309-443-6186 Fax, 509-448-6382 s oknnnet 4A61s9922Court3 a-mK dwanbeke2nsn[on POST & FOOTING SIZES 12' TO 24' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANYc 620 EAST HOLLAND 18067 1 ss � j0 DATE WAMBEKE -24-08 REV, NAL APPROVED SCALE IBC05-24.40WA NTS r1 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.& NOTES FOR CONNECTION DETAIL SI MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER Q PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS ©3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE. ® MANUFACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK (5)WOOD POST, SEE POST/FOOTING SCHEDULE. © 4 - 10d NAILS ©7 SOLID BLOCKING AT CONNECTION POINTS. 8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 9 2' X 6' OR 2' X B' EAVE GIRT 1 KNEE BRACE, IF REQ'D. SEE POST SCHEDULE AND DETAIL 2 1® 2' X 6' X 24' OR 2' X 8' X 24' BLOCK 1 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 E BOLTING BLOCK - 24' & 30' 3 - 3/4' 0 M. BOLT 8 BOLTING BLOCK - 36' & 40' 4 - 3/4' 0 M. BOLT E BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 60' ( 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) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTO EACH TOP CHORD MEMBER 8', 10' DR 12' PDST SPACING 8', 10' OR 12' POST SPACING S3 F S5 WALL SECTION WALL FRAMING PLAN �El L wg4f E lu Fs 18067 E� a�2 S�ONAL SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING NOTES: Sl METAL ROOFING OVER METAL BUILDING INSULATION S9 4' THICK CONCRETE SLAB. 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME BUILDING PLANS APPLY TO THIS ADDENDUM, CONCRETE POST FOOTING 2. 2' X 8GIRTS MAY BE SUBSTITUTED FOR 2' X 6' GIRTS S2 2' X 6' OR 2' X 8' PURLINS @ 24' O.C. TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT PRESSURE TREATED POST REQUIRED FOR STRUCTURAL INTEGRITY. S3 MANUFACTURED TRUSSES 1 2' X 6' OR 2' X 8' STAGGERED BLOCKING @ MIDSPAN 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. OF GIRTS. END NAIL TO GIRTS W/ (2) 16d NAILS, OS4 NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. (g3)2 X 6 OR 2 X 8 WINDOW SILL SS 2' X 6' OR 2' X B' GIRTS @ 24' O.C. TOENAIL TO (9$)2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE OF WINDOW s6 POSTS AND BLOCKING W/ (3) 16d NAILS, METAL SIDING. (gD 2 X 6 CEILING JOISTS - INSTALL WITH JOIST HANGERS - OPTIONAL WAMBEKE ENGINEERIP aniel Wanbeke P. E. e913 aye'a OS% PRESSURE TREATED 2' X 6' OR 2' X 8' BASE GIRT Tet. 509-443-6186 Fax, 589-448-6582 -K deen6ekef $g PRESSURE TREATED 2' X 4' BASE GIRT. COMMERCIAL WALL FRAMING ADDENDI rn cTAunAQn ancT PPAUP aiIII nrur_ SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION NOTES FOR FRONT ELEVATION N,T,S, S1 GABLE END TRUSS DESIGN BY TRUSS MANUFACTURER SUPPORT PURLINS @ END TRUSS W/2" X 6" S6 TREATED 2" X 6" BOTTOM GIRT S2 2" X 10" HEADER S3 2" X 6" GIRTS @ 24" O.C., 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 ,,�' 18067 SrONAL �� 12 41 SEE ETAI 3 3 3068 MANDOOR OPTION OPENING 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 6' DOOR POST - 8' THRU 14' WALL HEIGHT W1 2' X 6# FACER, 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. 2# X 4' WINDOW JAMB WAMBEKE ENGINEERING Daniel Wamloeke, P, E. Tat- 309-443-6106 Faw 50-448-6562 e-r4k dwaAbekeerm=on FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND 1 0 7 SPOKAtF. WA 99218 DRAWN BY DATE ONA WAMBEKE 2-24-08 1:1 APPROVED SCALE IBC12 NTS TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES S3 GABLE END POST S4 2' X 4" BOTTOM CHORD BRACING @ 10' 0" O.C. SS 2" X 3" BLOCK WITH 4 — 10cd NAILS TO BOTTOM CHORD BRACE 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) r EAVE AND RIDGE PURLIN SCREWSi #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, 0 ENDWALL STEELi 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT x FIELD SCREWSi #10 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) r BASE GIRT, END TRUSS, AND DOOR HEADER SCREWSi #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, SAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWSj TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N,T,S 1" 2 - 16d NAILS til II I 6", 8" OR __ !'III! / 10" POST a III cu III NAILING PATTERN FOR 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 TREATED POST— 1 8 - 16d NAILS 2' X 4' BACKER REQ'D @ 48' O.C. FOR BAYS LARGER THAN 11' - 16d GALV, NAILS EACH GIRT FOX 6' FLAT GIRT @ 24' ❑, C. R 8', 10' & 11' BAYS TYPICAL GIRT CONNECTION GABLE END TRUSS 0 0 0 0 0 2' X 6' X 18' " BOLTING BL❑CK - 16d NAILS CORNER POST - 16d NAILS 2' X 6" X 18' _ J � BOLTING BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS 1�r Isob !10NAL G 24' TO 48' OVERHANGr II 1 1_ 1t LOWER GABLE END TRUSS X PURLIN DEPTH PURLINS 24' TO 48' OVERHANG 2' X 4' BLOCK NAIL TO TRUSS & PURLINS WITH 3 - 10d NAILS SIMPS❑N HURRICANE STRAP ON ALTERNATE PURLINS ENDWALL POST PLAN VIEW GABLE END OVERHANG X ' FASCIA BOARD 2' X ' BLOCKING AS REQUIRED GABLE END TRUSS SECTION @ OVERHANG WAMBEKE ENGINEERING Daniel Warnbeke. P, E, saoo'n:,4sts5f23t GABLE TO 443END OVCR-6186 fpx. _F A�NGb N zon POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAF. WA 99218 DRAWN HY DATE WAMBEKE -24-08 APPROVED SCALE /16' - 1,-0' GABLE.OVERHANG REV. DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG N,TZ ` VNAL "t NOTES FOR CONNECTION DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER Q PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS (5)NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, Q4 MANUFACTURED TRUSS - BOLT TO POST WITH 3/4'0 MACHINE BOLT ON TOP OF NAILING BLOCK (5)WOOD POST, SEE PLAN VIE Q 4 - 10d NAILS Q SOLID BLOCKING AT CONNECTION POINTS, SB TYP, PURLIN, 2' X 8' DF-� #12 12' 0, C. (o 2' X 8' EAVE GIRT 10 KNEE BRACES NOT REQUIRED I1 2' X 6' X 24' BLOCK ~` 1 1 - 3/4' 0 MACHINE BOLT THRU TRUSS T, CHORD I - 3/4' 0 MACHINE BOLT THRU KNEE BRACE I - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M, BOLT 8BOLTING BLOCK - 24' & 30' 3 - 3/4' 0 M, BOLT 2,; BOLTING BLOCK - 36' & 40' 4 - 3/4. 0 M, BOLT 2 �OLTING BLOCK - 50' 5 - 3/4' 0 M, BOLT 2 OLTING BLOCK - 60' 04 - 16d NAILS 1® 3/4'0 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, C), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS, ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL IN�TIO_ EACH TOP CHORD MEMBER — i (3 CITY COPY ane ,.I.•-'� dal ley REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUILDING DIVISION