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2008, 08-26 Permit App: 08003288 Pole Bldg
Project Number: 08003288 Inv: 1 Application Date: 8/26/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 x 48 POLE BLDG Contact: VOROBYEV, BENJAMIN Address: 4805 N LARCH CT C - S - Z: SPOKANE VALLEY, WA 99216 Setbacks: Front Left: Right: Rear: Phone: (509) 921-7796 Group Name: Site Information: Project Name: Plat Key: 005709 Name: CHINOOK NO 3 ADD District: East Parcel Number: 46364.0910 Block: SiteAddress: 4805 N LARCH CT Location:: CSV Lot: Owner: Name: VOROBYEV, BENJAMIN Address: 4805 N LARCH CT SPOKANE VALLEY, WA 99216 Zoning: R-3 SF Res District Water District: 134 CONSOLIDATED ID #19 Hold: ❑ Area: 16,112 Sq Ft Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Depth: 0 Right Of Way (ft): 50 Review Building Plan Review Released By: Originally Released: 8/25/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By: Permits: Originally Released: 8/22/2008 By: tschmidt Operator: JD Printed By: JD Print Date: 8/26/2008 Project Number: 08003288 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/26/2008 Page 2 of 2 Contractor: OWNER Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 1,440 $27,360.00 1,440 $27,360.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Totals: 1,440 $27,360.00 1,440 $27,360.00 Units Unit Desc Fee Amount 1 SELECT $421.55 1 SELECT $105.39 1 SELECT $4.50 Permit Total Fees: $531.44 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $531.44 $531.44 $0.00 $531.44 $531.44 $53L44 $0.00 $531.44 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: JD Printed By: JD Print Date: 8/26/2008 *lane Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.sookanevalley.org PERMIT NUMBER PERMIT FEE: New Construction Addition/Remodel Other: Accessory Bldg Deck SITE ADDRESS: t'Jo N . "Atte/7 C I. ASSESSORS PARCEL NO: LEGAL DESCRIPTION: a _ ,BUlldmg �Wner:. �p tA� s _ _ 6 i�}4i:31: •l•.i t .. i 4, a ,.-? ka„; . .......� A.t,. _ � h'L�s `.--..-.�. Describe _. .. k•,:°:_ r -pr =t-: 1.. -�. _tixr�' r^'•-Fi. r.: - FCOntPaet01':' �"x',-i' , -�,t., } .iF_i.�isi r�'r.. i."�':..�_ r __ _. __ ..n.C•i.3 /�� n'/-..'..i'_"fr�.'.'l Name: ��oRom/C�/ £e/Y/ jam! iii/ Name: D!!.).cICt- Address: 4g 05 L,q,eCy e-% Address: City: C 1 ��ive State: /,‘/, Zip:9�2/ City: State: Zip: Phone: /�Qp/ g27 7796 Fax: 5 Phone: Fax: DECK/COV. PATIO SQ. FTG: Contractor Lic No: Exp Date: ;COOtBCtE,PC1'SOIC, - ..., -=d .`r �. :';+!'A.,i,r�,.3,.. --,. CONSTRUCTION TYPE: City Business Lic. No: SEWER OR SEPTIC? Name: S' en Phone: (5 o3) 2 / 6 — 66- 2.5- S Describe the scope of work in detail: Cost of Project: S B, S..581 00 Rote 1 ca/d/7 30X48x/2-- Proposed Use: iso.e)/9/ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2"u FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARA.S9. TG: Y'1f 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. SIGNATURE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: DATE: 8.1/--0F ❑ VISA VIN#: RECEIVED BY CITY OF SPOKANE VALLEY (',UG 2 i 2008 PERM 1 CENTER BY: Sjiokane galley Site Address: 4805 N LARCH CT Parcel Number: 46364.0910 Zoning: R-3 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project,/ Previous pre -app meeting El Plan revisions Transmittal Date: Thursday, August 21, 2008 Project Number: 08003288 Water District: CONSOLIDATED ID #19 Applicant: VOROBYEV, BENJAMIN Owner: VOROBYEV, BENJAMIN 4805 N LARCH CT 4805 N LARCH CT SPOKANE VALLEY, WA 99216 SPOKANE VALLEY, WA 99216 (509) 921-7796 e-mail: e-mail: Contact: VOROBYEV. BENJAMIN Occupant: 4805 N LARCH CT SPOKANE VALLEY, WA 99216 e-mail: (509)921-7796 2 I r I p Af.f 7or9 MOLDOR] Contractor: OWNER () - 0 Arch / Engineer: e-mail: Project Description: 30 x 48 POLE BLDG Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION SITE PLAN PLAN 2 Please send all plan review and project comments via e-mail to the highlighted individuals. Spokane disoValley .j. r r1 ni'+�'V1M-YYv V�vv.,"'' n� 'e F � F. JQriKoIT Yr For City Use Only PLUS Project Number (� �L Project Address. - • 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 • 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.. The TARGET DATE is the .date we estimate your project application will 'have }iad-- its. initial .technical review. It is not the date for approval or.permit issuance. Your application review TARGET DATE is Tips for a Smoother Project Application Review i Submit complete, accurate plans and documents.- - - , Extra time may be required for re -submittals as project application reviewers work on multiple applications and 11 mar he several clays before they can look at your new or revised inforination. ' . Designate a specific contact person to communicate with the City. I,Vhile the person designated as the applicant's contact person with the City can be'cltanged. one individual with the expertise far dealing with reviewer comments would be the hest choice for the, entire review process. i 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' f you haven't heardfrom us by your target date. Staff may contact you before the target dale if the. initial review is complete., By folloit ing this procedure. you will save time and alloy 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 oftheir 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 Mice itis started. When this step is complete. your application will be routed to the appropriate staff and remain in their_ review, queue until it cones up for review. 3. Technical Compliance. Once an application is administratively complete, itis 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 cornplete. • • 4. Permit Issuance. When the technical compliance review of the application js 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 meeting's (if required) will .be provided by the Permit Specialist at that time. and. WHITE-APPLICANT PINK- BUILDING FILE REV 9/07 WEST 300.20' ? fljruoz a Aptilt 2* ACOMONAL • t DEfiC 30t.Za WEST 170.00. • i r i$ 131:28' tia O.Gst �' nVch• D1rr0* I% "rings vf♦i .7 /NS .-i•••... r { 1 1 1 FaL,v aww GE _ _ —_ , EASE14*7 30' 85 C �� 28.457 1.475.94. n 50' ri 1 N8459-ir ‘ 50.10- ;n L3 1-9 3? 5101'_ i -S2.97 D ar 16308 1 ' \' 3C 9S -71 14. C •'92!'51 1+90'00:07w '25.08' :'? .nom ....-.c1. 1 0 1��1)+1- JSEYEY� _ /1 12 1/497 OC'OC-- 998 .00 52' 7 Qt 10 2 , 16.12 SF. 16' 660E Mt EM. �w1221? ——----- it— ZY 1 cc 50.19' C4 12.79 sf:. .' N90'00'00'M 31.3? 125.08' 81 e�.obey= 1 �In4 J masonr— 7 SIN m 11.237 SJ. Xi co -. 77CE I : int E9rt. 1 rent101307W I. 4805.....-'- ri' e:s. - 20• .mot se4c4 GSEuCkg 125.08' 5 io.se. SF. 4874 N90'00'00'w 0 12 O e.sr rCASONENT 1 O 0,-4- —gip - 5 69.34' 10.9? 233:78. "95.45 28 3.97 BROAD AVENU 84.7 _ x6.67_ _ — n• .........3Cr 0.'.....:.... -16404 E4 5 • 11.001 se.: N 91.52' n ter lot ............... 16412 K f " 11.082 u. x5.37 u i a 1, 0 n 1 100.17 .b/ : 11m� mt. ej / O� 111 i -o. 9 15.620 S.E. e. 10' *101. urn.. E91T. 2 ' 9.3. WE57 8' FUTURE R/r1 •COUrSRK14 MEA wEr ' 70 00' 'D 2'2 A (T 196.17 `"T 1' r 300.20' 301.21E WEST 131.28' 1 / / / / �i •v 1a.17.GJi.G t� 71•1. 01701 tk.e /U". •..Lt ;7.. r S8410'STW PLANNING DEPT. APPROVED BY.G'�� DATE: g/a*3.R woo,peg BJIe�s nom 3 we eseJep yep L- A'4Z A'0► e N N .0 3aX /8 p€o &eL' /2 4 /93.—; /2 r 2 71 0t 1.1 T WELLELEV AVE T /9.6-, /2. woog tile's woos VI vet 4 awe I opium) no a 04Z ti ,0'01' N N 30xy9 p - sev i C .. -4 LIN)— r WLLELEY Ave POST SPACING P❑ST SPACING cy 0 0 0 cc WALL SECTION W x F- V)Q aZ QW _ Q r� H Z 0 El (A f -- z 0>- / Q W U W U U Z W Q W (A W 0l7 Z Z Ui JJ w :: CQO Z cv z 0_ Q V) 1— F- CI Cy Z L0 X a PP Cu C W DW z Q Y W F-_ �I— � J N Q W W >-0 Q W � Q W I— F- 0 H W �Z Q a t W X O 0 a 0 w N F- CY STRUCTURAL INTEGRITY. WALL FRAMING 4' THICK CONCRETE SLAB. CONCRETE P❑ST FOOTING cJZ ▪ 715 Z \D I--� U � 0 J al\ PRESSURE TREATED a J COQ xz XL a LA- N CNAC 0 (U Z J W X N a X N MANUFACTURED TRUSSES a z 3 CO X (U 0 X N BLOCKING BEL❑W EACH iM 3N ocu CD t z`°' r aa; LLthO W NN W z CD z W w W uJ Q; � Y W CC) d Q n, d Q 0 C a Y 9 a E co 013 N 1' •c2, 5c1 NO CO M v In TO STANDARD POST FRAME BUILDING PLANS (0 0 01 Z 0 V z Z = 0 (n H U i • v ZN• J OMS U X1 -d w0C� Z i IOw z MID-NITE.COMM DRAWING NO,: L_ 0 W W H SCALE, N.T.S. W Q 0 0 0 T W W W PO S a z 0 X J a Q N Z BASE GIRT PRESSURE TREATED 2' PRESSURE TREATED 2' X 4' BASE GIRT. @EDOEDZCXX) of N TREATED POST 1 2' X 6' GIRT (FLAT) 1 - 16d GALV. NAILS TYPICAL GIRT CONNECTION NOTES FOR FLOOR PLAN Sj INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET C) GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B = 1'-8'1 D = 3'-0' MAXIMUM POST SPACING 12' 0' C) PURLINS @ 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) Lo1- z w J w tY N w a SPANS 12' TO 60' EACH GIRT 0 0 0 0 0 DOUBLE TRUSSES A DOUBLE TRUSSES SINGLE TRUSS pi \-® \-® PLAN VIEW N.T.S. ijaW -,� NOTES FOR SECTION A -A W!F 0 Sl TYPICAL PURLIN, SEE FLOOR wS2 TRUSS DESIGN BY OTHERS PLAN FOR SIZE Z A S3 2' X 6' @ 24' O.C., 10' BAYS �" 2' X 6' @ 24' O.C., 12' BAYS z c = DF -L #2 GIRTS FLAT @ 24' D. C. SEE U S4 CONCRETE FOOTING, SEE SCHEDULE DETAIL SS EXTEND POST TO TOP OF PURLIN 2 ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WODDFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. SEE FOOTING DETAIL :• =• PURLIN CONNECTION METHODS: A). B). 0. PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON J❑IST HANGERS OR EQUAL. PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN. PURLINS MAY BE LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER 1- I BOJ BUILDING SECTION A -A N.T.S. 20' 0' MAXIMUM SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION NJ S. NOTES FOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER S3 S4 SS S6 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 2' X 8' FACIA BOARDS TREATED WOOD POSTS, SIZED PER SCHEDULE TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT (S 9 P ME No o AeCtION 410 0 fiD`%� URLIN C .I Ny Meryon eerION _ 43 11 TION 12 NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' 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. ©MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. S5 WOOD POST, SEE POST/FO+OTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT ©SOLID BLOCKING AT CONNECTION POINTS. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE ©2' X 6' OR 2' X 8' TOP GIRT CD 4 - 16d NAILS OR 3/4'0 M. BOLT L DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. (v 1" 1" 1 I III III if 1,J I I - 16c1 NAILS 6", 8" OR 10" POST NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EX -END TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN NOTES FOR FOOTING DETAIL ES1) TREATED POSTS AS SIZED PER SCHEDULE 21 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING S31 UNDISTURBED S❑IL 1 - FOOTING DETAIL 8 - 16d NAILS GABLE END TRUSS N.T.S. 2' X 6' X 18' BOLTING BLOCK 2' X 6' X 18' BOLTING BLOCK DOUBLE OVERHEAD DOOR ❑PTI❑N O PTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR OPTION O PTIONAL FRONT ELEVATION N.T.S, iL�_ ; '-40 18 lam 3068 MAND❑❑R OPTION 1P'0 DPENIN5 OPTIONAL FRONT ELEVATION N.T.S. - 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION O PTIONAL FRONT ELEVATION NTS. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS i- 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 i- 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 • 0 'C NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS 02 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE SS 4 - 16d GALV. NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. DETAIL 2 - KNEE BRACE N.T.S. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006), 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 15 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 psl, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05. 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 PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD 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. ALTERNATE ROOFING & SIDING APPLICATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" 0.5.B. BOARD, 1/2" C -DX PLYWOOD OR OTHER APA RATED SHEETING, NAILED 0 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT, OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED WITH 7/16" 0.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 0 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 = 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 FIS THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACIIJG FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 10d NAILS @ 6' O.C. ' X 6' OR 2' X 8' L -BRACE TRUSS WEB MEMBER Od NAILS @ 6' O.C. ' X 4' L -BRACE TRUSS WEB MEMBER SECTION B -B SECTION B -B AT INTERIOR TRUSSES AT GABLE END TRUSS S4 S2 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING @ 10' 0' O.C. n 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS OVERHEAD DOOR OPENING 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 N.T.S. N.T.S. SHEATHING REQUIRMENTS THE FOLLOWING MINIMLM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED: * ROOF STEEL' 29 GALGE GRAND -RIB II1, 36' WIDTH OR EQUIVALENT * FIELD SCREWS' K10 c 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) ■ EAVE AND RIDGE PLRLIN SCREWS' 1414 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMA ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' ■ ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT * FIELD SCREWS: 1410 1 1/2' E 9' O.C. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' K14 x 1 1/2' E BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCPEWS E ENDWALL BASE GIRT ACROSS ENDWALL RIDGE HEADERSION ROOF END TRUSS TOP CHORD, DIAPHABOVE MSCREWS( TYPICAL SCREW PATTERN, EXCEPT AS TED STEEL SHEETING SCREW PATTERNS N.T.S EXPIRES 12/29/09 POST/FOOTING SCHEDULE 1Z - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD "B" DIA REQUIRED VOLUME, YD3 10'-0" 101-0" 10'-0" 10-0" 10'-0" 8'-0" 1Z-0' 14-0' 16'-0" 18'-0" 201-0" 6" X 6" 6 X6' 6X6" 6" X 6" W/2" X 6" 6X8" 6'X10" 6 X10 18" 18" 18 18" 20" 20" 21 3'-0" 3-0" 3-O" 3-0' 3-0" 3'-0" 3-O" NO NO NO NO NO NO NO 0.20 0.20 0.20 0.20 0.24 0.24 0.27 12-0" 12-0" 12-0" 12-0" 120" 12-0" 1Z-0" 8-0 10-0 1Z-0" 14-0" 16%0" 1a-0" 20'-0" 6 X6 6 X6 6 X6 W/2' X6" 6" X6 W/2"X6" 6" XB W/2"X6" 6" X 8" W/2" X 6" 6 X10"W/2 X6" 26" 26" 26" 26" 26" 26" 26" 3-0' 3-0' 3-0 3-0" 3-0" 3-0" 3'-2" NO NO NO NO NO NO NO 0.41 0.41 0.41 0.41 0.41 0.41 0.44 POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD B' DIA T' REQUIRED VOLUME, YD3 10.0" 10-0" 10••0" 1V-0" 10.O" 10.0' 10.0" 10-o" 10'-0" W-0" 10-0" 1z-0" 16.O" 18-0 20'-0" 22.0" 241-0" 6" X6 6"X 6 6" X6 W/2" X 6" 6 X6 W/2"X6" 6 X8 6" X8 W/2"X6" 6 XB W2 X6" 6" X 10" W/2" X 6" 6X12" 26" 26" 26" 26" 26" 26" 26" 26" 26" 3-0" 3-0" 3-0" 3-0" 3-0" 3-O" 3-0• 31-2" 3'3" NO NO NO NO NO NO 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.44 0.45 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18%0" 20'-0" 22'-0" 24.-0" 6"X6" 6 X6" 6" X6"W/2" X6" 6 X 8" 6"X8"W/2" X 6" 6" X 10" 6" X 12" - 6" X 12" W/2" X 6" 6"X12" 28" 28" 28" 28" 28" 28" 28" 28" 3'-0" 3-0" 3-0" 3-0" 3'-0" 3'-0" 3'-0" 3'-2" 3'-6" NO NO NO NO NO NO NO NO NO 0.47 0.47 0.47 0.47 0.47 0,47 0.47 0.5 0.56 POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD "B" DIA REQUIRED VOLUME, YD3 10'-0" 10'•0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8,-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'•0" 20'-0" 22-0" 24,-0" 6" X 6" 6"X6" - 6" X 6" W/2" X 6" 6" X 6" W/2" X_6" 6" X 8" 6"X8"W/2"X6" 6"X10" 6" X 10" W/2" X 6 6" X 10" W/2" X 6" 28" 28" 28" 28" 28" 28" 28" 28" 28" 3'-0" 3'-0" 3'-0" 3•-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" NO NO NO NO NO NO NO NO YES 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.50 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 8'-0" 10'-0" 1Z-0" 14'-0" 16'-0" 18'-0" 20-0" 22'-0" 24'-0" 6" X 6" 6" X 6" 6" X 6" W/2" X 6" 6"X8" - 6"X8"W/2" X 6" 6" X 10" 6"X10"W/2"X6 6"X12" 6"X12"W/2"X6' 32" 32" 32" 32" 32" 32" 32" 32" 32" 3'-0" 3'-0" 3'-0" 3'-0" 3•-0" 3'-0" 3'-0" 3'-2" 3,4" NO NO NO NO NO NO NO NO NO 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.66 0.68 POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD "B" DIA REQUIRED VOLUME, YD3 10'-0" 10'-0" 10,-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 16'-0" 18'-0" 20'-0" 2Z-0" 24'-0" 6" X 6" 6" X 6" 6"X6"W/2" X 6" 6" X 6" W/2" X 6" 6"X 8" 6" X 8" W/2" X 6" 6"X8"W/2" X 6" 6" X 10" 6"X10"W/2"X6" 6" X 12" 30" 30" 30" 30" 30" 30" 30" 30" 30" 30" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0•' 3'-2" NO NO NO NO YES NO NO NO NO YES 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.58 12-0" 12-0" 12-0" 12-0" 12-0" 1Z-0" 12-0" 12-0" 8'-0" 10'-0" 12'-0" 14'-0" 16-0- 18-0 2V-0" 24-0 6" X 6" 6"X6"- 6'X6"W/2"X_6" 6' X8" 6' XG W/='k 6"X10 6"X10 W/2"X6 6"X12" 6"X12"W/2"X6 33.. 33" 33" 33" 1331' 33" 33" 33" 33" 3'-0" 3'-0" 3'-0" ace's 3-0" 3-0" 32" 3'-2" NO NO NO NO NO NO NO NO 0.66 0.66 0.66 0.66 0.66 0.66 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 WXD "B" DIA 'T' REQUIRED VOLUME, YD3 10'-0" 10'0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8'-0" 10-0 12'-0" 14-0 16'-0" 16'-0" 20'-0" 22'-0" 24,-0" 6" X 6" 6"X6' 6" X 6" W/2"X6 6"X6"W/2"X6" 6" X 8" 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" 6"X10"W/2"X6" 6" X 12" W/2" X 6" 34" 347 3434" 34" 34" 34 34„ 34 34" 3,-0" 3,-0" 3'-0" 3'-0" 3'-0" 3•-0" 3'-0" 3'-0" 3'-0" 3'-0" NO NO NO NO YES NO NO YES NO YES 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 10'-0" 12'-0" 14'•0" 1s-0" 18%0" 20-O" 2Z-0" 24'-0" 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 6" X 12" W/2" X 6" 6" X 12" W/2" X 6" 36" 36" 36" 36" 36" 36" 36" 36" 36" 3,-0" 3,-0" 3,-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 3,_2" NO NO NO NO NO YES NO NO NO 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.83 0.83 POST/FOOTING SCHEDULE 54' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING WXD "B" DIA 'T' REQUIRED VOLUME, YD3 10'-0" 10%0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'•0" 10'-0" 8'-0" 10'-0" 12-0" 14'-0" 16'-0" 18'-0" 20'-0" 2Z-0" 24'-0" 6"X 6" 6"X6" 6" X 6" W/2" X 6" 6"X 8" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 6" X 10" W/2" X 6" 6" X 12" 36" 36" 36" 36" 36" 36" 36" 36" 36" 3,-0" 3,-0" 3'43" 3'-0" 3'-0" 3'-0" 3'-0" 3,-0" 3'-2" NO NO NO NO NO NO YES NO YES 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.83 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 2Z-0" 24,-0" 6"X6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 61'X12"W/2"X6" 6"X12"W/2"X6" 40" 40" 40" alb" 40" 40" 40" 4040.E 3•-0" 3'-0" 3'-0" 3•-0" 3'-0" 3'11" 3'-0" 3'-0" 31-2" NO NO NO NO NO YES NO NO NO 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 1.03 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 16'-0" WALL HEIGHT. ABOVE 16' 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 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 D AMETER X 2" & FOOTING DEP H X 4" WAMBEKE ENGINEERING 2913 E. 61st Court Spokane, WA 99223 Danlel Warlbeke, P. E. elephobe' 509-443-6186 Fax' 509-448-6582 a-naf dwanbeke@nsn.con LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD - IBC 2006 MID-NITE CONSTRUCTION, INC. P. 0. BOX 374 NINE MILE FALLS. WASHINGTON 99026 DATE DRAWING NO.' BY REV BY DATE DESCRIPTI❑N OF CHANGE DRAWN WAMBEKE CHECKED 1-25-08 MID-NITE.IBC2006 PROJECT N0. 2008 SCALES N.T.S. SHEET' 1 OF 1 REV. Dewav-Approach Deviations, relocations or al ations to existing or designated driveway approacl subdivisions will require a right of way permit add ing storm water engineered configuration and siziu PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS WILDING SUBJECT TO FIELD INSPECTION`CORRECTI( warairi asesVallty REVIEWED FOR C DE COMPLIANCE • SPOKANE VALLEY UILDI$G DIVISION N —Int i� 2G I.. D