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2008, 04-28 Permit App: 08001454 Pole Bldg Project Number: 08001454 Inv: 1 Application Date: 4/28/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW 30 X 60 POLE BLDG Contact: EBCO CONSTRUCTION Address: 1517 N LACEY C-S-Z: SPOKANE,WA 99207 Setbacks:Front Left: Right: Rear: Phone: (509)981-6865 Group Name: Site Information: Project Name: ,:: Plat Key: 001853 Name: OPPORTUNITY PLAT#02 District: Nort Parcel Number: 45083.0466 Block: Lot: SiteAddress: 1631 N WOODRUFF RD Owner:Name: DERRICKSON,ANDREW W/KAD Address: 1631 N WOODRUFF RD Location::CSV SPOKANE VALLEY,WA 99206 Zoning: R-1 SF Res Estate District Water District: Hold: ❑ Area: 20,727 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 40 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: vm, -. . . .: :_ -_ . 0:. .x LlarTVWBEnEGIMESKstralM Review Building Plan Review Released By. Originally Released: 4/22/2008 By: tmelbourn Septic Sys Review Released By: Originally Released: 4/22/2008 By: LHALSEY Landuse/Zoning/HE Conditions Released By: Originally Released: 4/21/2008 By: MHARNOI Permits: 4 . = 11t .. , e moo, r ,a. y Operator: jmm Printed By: jmm Print Date: 4/28/2008 Project Number: 08001454 Inv: 1 Application Date: 4/28/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit - — Building Permit Contractor: EBCO CONSTRUCTION Firm: EBCO CONSTRUCTION Address: PO BOX 7224 Phone: (509)981-6865 SPOKANE,WA 99207 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-i VB POLE BLDG 1,800 $34,200.00 1,800 $34,200.00 Totals: 1,800 $34,200.00 1,800 $34,200.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $492.25 ACCESSORY PLANS REVIEW 1 SELECT $123.06 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $619.81 Pa ment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $619.81 $619.81 $0.00 $619.81 $619.81 $619.81 $0.00 $619.81 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: jmm Printed By: jmm Print Date: 4/28/2008 Permit Center SSIT <- 11703 E Sprague Ave, Suite B7-4-1 PERMIT NUMBER: •,/ /V -1 pokane Spokane Valley, 206 WY j�alle (509)688-003ZITVV 030)00601i LLEY PERMIT FEE: Yb www.spokanevailey.orto 2 Community Development n 1,v Residential Construction `IT cEiRrNew Construction Accessory Bldg Permit Application I3L 7 - ddition/Remodel Deck n Other: SITE ADDRESS: /( 3/ / v` OOC/ 19c•(1)1g) ASSESSORS PARCEL NO: "/5 & - 04/c( LEGAL DESCRIPTION: 90,90c4/2// P Cf,(j 3G Building Owner: 14 Contractor: 5 Name: Name: e"--4c c3 co /7 -s c r c,.1/t. Address: /ay/ 4./ ���� Address:/2 0 �C'( 722 (r 1770,4_City:- ./4 y State:�ic/e1 Zip:2:24761 City:�� G State: G ,C� Zip:/q X120? Phone: Fax: Phone: O% /67_ Fax: 5-3 c`_?�%G, Contractor Lic No:,mac c?c Ex Date: Contact Person City Business Lic.No: / 0 6 ..�- -e Name: ,,cS;in� C Phone: d/- CI Describe the scope of work in detail: Cost of Project: $ fo/P /gce//ci,hj Jo X /6 Proposed Use: S-40, . ct5 P **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS,� /� , #OF STORIES: TOTAL HABITABLE SPACE: 2 /MAIN FLOOR TO SQ. 2' FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: /c_— FINISHED BASEMENT GARAG SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: �z/ / C" D('<• PROPERTY: A-0— #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: %%C' /-1/�h�-cam, DATE: L/ - 2 / P Method of Payment: 0 Cash 0 Check 0 Mastercard ❑ VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 SCITY OF 11703 E Sprague Ave Suite B-3+ Spokane Valley WA 99206 po1ine ♦509.688.0036 ♦ Fax: 509.688.0037 • Valle ® y © Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. © Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. © Show the height of any proposed buildings or accessory structures. ❑X Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room (including sq footage of house and garage on plans) show each level of existing house and square footage of any additions. © Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. © Floor framing details: Joist type, size, spacing and installation details. MX Roof framing plan and details ❑X Furnace and hot water heater location LX All header locations: type, size and connections MX Foundation plan Ex Insulation information EX Decks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage Project New project„El Previous pre-app meeting I=1 Cl Wu 100111.°N11.11114k oKanep . Transmittal Plan revisions El 4100010 Valley City-of Spokane Valley Community Development Transmittal Date: Monday,Apd 121,2008 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 1631 N WOODRUFF RD Project Number: 08001454 Parcel Number: 45083.0466 Zoning: R-1 Water District: Fire District: FD 01 Applicant: EBCO CONSTRUCTION Owner: DERRICKSON, ANDREW W/KADZ 1517 N LACEY 1631 N WOODRUFF RD SPOKANE, WA 99207 SPOKANE VALLEY, WA 99206 (509) 981-6865 e-mail: e-mail: Contact: EBCO CONSTRUCTION Occupant: 1517 N LACEY SPOKANE, WA 99207 e-mail: _ (509) 981-6865 I 0 — e-mail: i,C_ i-_ in t 0 [,--, I —N ( 4 1 \ / IL' Contractor: EBCO CONSTRUCTION Arch/Engineer: _ , 4 , PO BOX 7224 , ---, i t. , 1 , SPOKANE, WA 99207 D) / (509) 981-6865 ' n) ifJ1 11 II , ,r, A -, e-mail: Project NEW 30 X 60 POLE BLDG Description: Building Landuse Engineer Utilities Health Fire Dist Assessor . - APPLICATION i ( 1 CONSTRUCTION PLANE SITE PLAN \ j) \ e4411\ TDP \ \ U\\1 Please send all plan review and project comments via e-mail to the highlighted individuals. -,c,_ ,, (-1 / Ldf-Py _ _ ____ _ _______, i , -- or .� 1 1\ . I i l / t9/ N's\ 3 (7/9 5 / A Z° /7 I 5-+( fl� CIS 33 30,1 ffl 49 /1-2_ D _ _ _ f 5 4/0 ii\ .. ,/ . 7 , , i/j 7r (,6 ,\Y-1 , f /ip 7 r / s J r 7 171 A Z° 1;.'\ 0.r V 17 ' 45y 2)7k f C' 1. I 33- Cl' iG r 5),,,e r 0 3"-' I ,r,use v. l6--, F PLANNING DEPT. APPROVED 1, • BY: .._...7"16 /"\. DATE: -4 2 fig v / L/i -i �J /2 scA/e Ctitc.x, cl 6 t cL i/ b - / `' / i'/w 6'-0' 64-01 -EH•414/ ()Ai iee+i CII•E1Vr BAAA� IIi 4 I.IWarb (top) 4 t.0104.e( er � 1- k JI ,__.1C an ii- (Y1igv,to i'v'irn - ` (,1M►X i ($Iso rit.�'d) 1 .r §'; a £u -----411.1111:1 lifir nco +-40O„I,•wNOTE: I� re: I/ed -isii z " s /Air; po41 %� { N/ yM rJcl' O✓crap N;rini ba b+1•44n - A', tP i&+Io�'1 prcl�.li,1 E iY s 1 ii e �-iE LL FRONT VIEW CF CABINET3/4=('-0' f p 6" 0--125 ALUM. T'emir E i 6 iC'kyr No M1A�Acr pa. • in i/4" pIM1 5 on 41 1 CLIP r t 4'241 : ` CABINET �,3 �� WALL __ —rlt o II 1 i� 3"X 611X ./25 ALUM. I, i� r II/411 NOTE: 10 0 h6o47 OGcun , Et 'GAP GoPy �o rc i;r��n�l�d M I:'till MOUNTING CLIPS (& REQ 'DlCOPY) -TYPICAL FACE SEAM roNLY BETWEEN i i CUTTING LIST ciz„ oz.., -u1,,, H„ ' ° ~I >• V :ll I TYPE 3 EXTRUSION BACK as ►i•Irh \.1 _ G,,,.�cr.or 7 611 - (2) 23' 5" WIDTH:221/ " .'� 6= LENGHT: 12 7 - -t 4" WIREWAY a 1 (4) 2O1/211 T BAR Ex4ruhion II"nv"* 11 7 <+{U 11 t z a�.1'd) 209/16 N LENGTHS W i' F - TAINER (AS REO DI i $ " 1/8 "ALUM. (SEE DETAILS) - _ or % ,I r2; 23-5 0 _ti - s• z 2 v TYPICAL CAE fET $EAM (TDP AND BOTTOM) 1 '4' . .- - y #11— l- Al. .- - - . y E t _, STANDARD INTERMEDIATE CABLIET i r� -- -Te -;,. For City Use Only/ CITY OF PLUS Project Number c; /`�`- Sp . 4 2A, 0��� Project Address 02, a Q 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. 1--) 1 I 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. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07 (U (U TnrA= n oncT TYPICAL GIRT CONNECTION PURLIN CONNECTION METHODS: A). PURLINS MAY BE HUNG V. NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL, B), PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS (FLAT) INT❑ EACH PURLIN. C). 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 INTO EACH TOP CHORD MEMBER NOTES FOR FLOOR PLAN �DINTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE WALL POSTS - 6' X 6" TYPICAL DOOR POSTS - 4' X 6' TYPICAL FOOTING DIMENSIONS, B = l'-8'1 D = 3'-0' MAXIMUM POST SPACING 12' 0' (Q)PURLINS @ 24' ❑.C., BEARING OR JOIST HANGERS (TYPICAL) F' SPANS 12' TO 60' 4 z�ti w J ¢ nA ZQ <- -la- J Zw DOUBLE TRUSSES - -- 1 NOTES FOR SECTION A -A - S1 TYPICAL PURLIN, SEE FLOOR - PLAN FOR SIZE -J J S2 TRUSS DESIGN BY OTHERS 0 -J Z S3 2' X 6' @ 24' O.C., 10' BAYS A 2' X 6' @ 24' O.C., 12' BAYS O-' J J ov 2CONCRETE FOOTING, SEE SCHEDULE C7 SS EXTEND POST TO TOP OF PURLIN �w R� ILN LN 1 1/2' LONG WOODFAST TEKS. OR 3/4'0 MACHINE BOLT m WALLS FASTENED TO D i d W L7 WOODFAST TEKS. S9 2' X 6' OR 2' X 8' TOP GIRT Hp� AflvC o XL CD o v A T -O" T -O" T -O" T-2" NO NO NO NO oNaxle No (U 24'-0" 6" X 10" W/2" X 6" 24" 3'-8'• GJo ( nv O w tiN D 12-0" 8'-0" 6•'X6•• 7 JJ a DOUBLE TRUSSE 0.41 CONNECTION = USE 3/4'0 THRU BOLTS, 12-0" 10'-0" 6"X6" 26" a zQ Zr m A 3 EACH LOCATION. 12-0" 12'-0" 6"X6"W/2"X6" 26" T -O" NO 0.41 6" X 10" W/2" X 6" J~ q< JL 1 6" X 6" W/2" X 6" o_ Q- � a a NO 0.41 NO 12-0" U � 26" T -O" NO oID0 NO m1 18'-0" 6" X 8" W/2" X 6" 20". 3%0" 0 Xd xU NO 12'-0" 20'-0" 6" X 10" N N aI N E] NO 0.48 0.62 12-0" wm L7 V) N 27" T-6" NO 0.52 7 12-0•' SINGLE TRUSS 6•' X 12" 1 2T' 3'-10" PLAN VIEW N.T.S. SEE DETAIL `. 1 Z 12 \� 4 S2 NAILING S1 TRUSS TOP CHORDS NOTES FOR SECTION A -A J UUL,J S1 TYPICAL PURLIN, SEE FLOOR S2 PURLIN SUPPORT STRUT 2' X '4' X FULL PLAN FOR SIZE DEPTH OF TOP CHORD PLUS PURLIN. S2 TRUSS DESIGN BY OTHERS 0 -J Z S3 2' X 6' @ 24' O.C., 10' BAYS A 2' X 6' @ 24' O.C., 12' BAYS = DF -L #2 GIRTS FLAT @ 24' O. C. ov 2CONCRETE FOOTING, SEE SCHEDULE C7 SS EXTEND POST TO TOP OF PURLIN w L.,J ROOF FASTENED TO PURLINS WITH LN 1 1/2' LONG WOODFAST TEKS. OR 3/4'0 MACHINE BOLT m WALLS FASTENED TO S7 SOLID BLOCKING AT CONNECTION POINTS. GIRTS WITH 1' LONG S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE WOODFAST TEKS. S9 2' X 6' OR 2' X 8' TOP GIRT Hp� AflvC ;u S1 NOTES FOR CONNECTION DETAIL NAILING S1 TRUSS TOP CHORDS FOR TRUSS DESIGN BY TRUSS MANUFACTURER P�R�IN S2 PURLIN SUPPORT STRUT 2' X '4' X FULL MfrHpD NgfCTI�N DEPTH OF TOP CHORD PLUS PURLIN. I W X D NAIL PURLINS W/(3) 16d NAILS POST S3 NAIL STRUT TO TOP CHORD W/(3) 16d VOLUME, YC NAILS EACH SIDE. NOTE: 2" X 6" LAMINATE MUST BE A S4 MANUFACTURED TRUSS. NOTCH POSTS 6"X6" 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, S10 SS WOOD POST, SEE POST/FOOTING SCHEDULE, PUhCI S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES b Mf HpD NB fCTIaN OR 3/4'0 MACHINE BOLT m SPLICED ABOVE MID S7 SOLID BLOCKING AT CONNECTION POINTS. 3'4" T -O" T -O" S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0.35 0.35 0.35 S9 2' X 6' OR 2' X 8' TOP GIRT Hp� AflvC S1 4 - 16d NAILS OR 3/4'0 M, BOLT ON \ DETAIL 1 - TRUSS COLUMN ONNECTION, PURLIN SUPPORT 1" 2 - 16d NAILS 6", 8" OR 10" POST SE EE POST/FOOTING SCHEDULE 12'- 24! SPANS, 40 PSF LIVE LOAD NAILING PATTERN FOR DERAIL KNEE BRACE CONCRETE SPACING "H" I W X D "B" DIA. POST LAMINATIONS VOLUME, YC S2 TRUSS B01 -TOM CHORD, DESIGN BY OTHERS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER 6"X6" 24" AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. S3 2" X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE 16-0" 10'-0" 10'-0" LAMINATE MAI' BE SPLICED ABOVE MID HEIGHT OF COLUMN FOOTIN BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION S1 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 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 S5 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT NOTES FOR FOOTING DETAIL tS1� TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING S3 UNDISTURBED SOIL FOOTING DETAIL N.T.S. GABLE END TRUSS -7 8 - 16d NAILS DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. OPTIONAL FRONT ELEVATION FIFF N.T.S. 8 - 16d NAILS 2' X 6' X 18' BOLTING BLOCK CORNER POST -�8 - 16d NAILS 2" X 6' X 18' BOLTING BLOCKy v DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12" HEADER UP TO 20' 0" DOORS 2' '/. 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. S5 DOUBLE 2' X 6' KINGPOST NOTES FOR DETAIL 2- KNEEBRACE POST/FOOTING SCHEDULE 12'- 24! SPANS, 40 PSF LIVE LOAD Sl TRUSS TOP CHORD, DESIGN BY OTHERS POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" I W X D "B" DIA. I 'T' REQUIRED VOLUME, YC S2 TRUSS B01 -TOM CHORD, DESIGN BY OTHERS 10'-0" 8'-0" 6"X6" 24" T -O" NO 0.35 S3 2" X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE 16-0" 10'-0" 10'-0" 10'-0" 12'-0" 14'4" 6"X6" 6" X 6" 6"X6"W/2"X6" 24" 24" 24" 3'4" T -O" T -O" NO NO NO 0.35 0.35 0.35 SS 4 - 16d GAL V. NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FOOTING SCHEDULE. 10'-0" 10'-0" 10'-0" 10'-0" 16'-0" 18'-0" 20'-0" 22'-0" 6"X8" 6" X 8'• W/2" X 6" 6"X10" 6"X10" 24" 24" M. 24" T -O" T -O" T -O" T-2" NO NO NO NO 0.35 0.35 0.35 0.37 BRACE NOT REQUIRED @ GABLE END TRUSSES, 19-0" 24'-0" 6" X 10" W/2" X 6" 24" 3'-8'• NO 0.43 2). ALTERNATE KNEE BRACE/POST & TRUSS/POS 12-0" 8'-0" 6•'X6•• 26'• W-0'1 NO 0.41 CONNECTION = USE 3/4'0 THRU BOLTS, 12-0" 10'-0" 6"X6" 26" T -O" NO 0.41 EACH LOCATION. 12-0" 12'-0" 6"X6"W/2"X6" 26" T -O" NO 0.41 6" X 10" W/2" X 6" 12-0" 14'-0" 6" X 6" W/2" X 6" 26" T -O" NO 0.41 NO 12-0" 16'-0" 6" X 8" W/2" X 6" 26" T -O" NO 0.41 NO 12-0" 18'-0" 6" X 8" W/2" X 6" 20". 3%0" NO 0.45 NO 12'-0" 20'-0" 6" X 10" 2T' 3'3" NO 0.48 0.62 12-0" 22'-0" 6" X 10" W/2" X 6" 27" T-6" NO 0.52 NO 12-0•' 24'-0" 6•' X 12" 1 2T' 3'-10" YES 0.57 NO POST/FOOTING SCHEDULE 30' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING IQJEE BRACE CONCRETE T-8" YES SPACING "H" W XD "B" DIA. 'T' REQUIRED VOLUME, YD 10•-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.41 COLUMN FOOTING 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 REQUIRED 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 041 DETAIL 2 - KNEE BRACE 10'-0" 14'-0" 6" X 6" W/z" X 6" 2T' T -O" NO 0.44 N.T.S. 10'-0" 16'-D 6" X 6" 2T' 3'-0" NO 0.44 BUILDING SPECIFICATIONS: 10'-0" 18'-0" 6" X 8" W/2" X 6" 27" T -O" NO 0.44 GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006), AND ALL 10'-0" 20'-0"6" X 10" V., 3'-0" NO 0.44 STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, 10'-0" 2Z -O 6" X 10•' W/2" X 6" 27" T -T' NO 0.48 EXPOSURE B AND SEISMIC DESIGN CATEGORY C. 10'-0" 24'-0" 6" X 12" 27" 3'E" NO 0.52 DESIGN LOADS - ROOF LL = 40 PSF ROOF DEAD LOAD = 5 PSF* 12-0" 8'-0" 6" X W. 30" 3'-0" NO 0.55 CEILING LL = 0 PSF CEILING DL = 1 PSF • ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. 12-0" 10'4" 6" X 6" 30" 31-0'• NO 0.55 • MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF 12-0" 12'-0" 6" X 6" W/2" X 6" 30" T -O" NO 0.55 MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER. LESSER12-0" 3'-2" NO 0.58 10'-0" 1 24'-0•' 6" X 10" W/2" X 6" 30" SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. 1 YES 14'-0" 6" X 8" W. 3'-0" NO 0.55 CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION 12-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'4" NO 0.55 SHALL CONFORM TO ACI 318-05. 12-0" 18•-0" 61' X 10" 30" 3'-0" NO 0.55 WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY 12-0" 20'-0" 6" X 10"W/2" X 6" 30" 3'-2" 0.62 12-0" WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL 6" X 8" W/2" X 6" 32" T -O" NO 0.62 NO 0.58 NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS 12-0" 22'-0" 6" X 12" 30" 3'-4" NO 0.61 STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR 12-0" 1 24'-0" 6" X 12" W/2" X 6•' 1 30" 1 T-8" YES 0.64 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 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 i" 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 300 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 lid, 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 TRUSS WEB BRACING FIFF INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS pS 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 0L0Od NAILS @ 6' O.C.I­--40d NAILS @ 6' O.C. X 6' OR 2' X 8' X 4' -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, • ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS- 010 x 1 1/2' AT 9' D.C. (NEXT TO HIGH RIB) • EAVE AND RIDGE PURLIN SCREWS 014 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, POST/FOOTING SCHEDULE 36' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" 30" T -O" NO 0.51 101-0" 10'-0" 6" X 6" 30•' T -O" NO 0.51 10'-0" 12'-0'• 6" X 6"W12" X 6" 30" 3'-0"O N 0.51 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" T -O" NO 0.51 10'-0" 16'-0" 6" X 8" 30" T -O" NO 0.51 10'-0" 18'4" 6" X 8"V1//2" X 6" W., T -O" NO 0.51 10'-0" 20'-0" 6" X 10" 30" T -O" NO 0.51 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0.58 10'-0" 1 24'-0•' 6" X 10" W/2" X 6" 30" T-6" 1 YES 0.64 12-0" 8'-0" 6" X 6" 32" 3'4" NO 0.62 12-0" 10'-0" 6" X 6" 32" T -O" NO 0.62 12-0" 12-0" 6" X 6" W/2" X 6" 32" 3%0" NO 0.62 12-0" 14'-0" 6" X 8" 32" 3'4" NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 32" T -O" NO 0.62 124" 18'-0" 6" X 10" 32" T -O" NO 0.62 12-0" 20'-0" 6" X 10" W/2" X 6" 32" T -O" NO 0.62 12-0" 22'-0" 6" X 12" 32" 3'3•' NO 0.67 12-0" 24'-0" 6" X 12" W/2" X 6" 32" T-13" NO 0.72 POST/FOOTING SCHEDULE 40' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D '•B" DIA. •T' REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" - MIFF3'-01' NO 0.55 10'-0" 10'-0" 6" X 6" 30" 3'-01' NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" T -O" NO 0.55 10'-0" 1N -V' 6" X 6" W/2" X 6" W. T -O" NO 0.55 10'-0" 16'-0" 6" X 8" W. T -O" YES 0.55 10'-0" 16'-0" 6" X 8" W.,'2" X 6" 30" 3:-0" NO 0.55 10'-0" 18'-0" 6" X 8" VV/2" X 6" 32" 3'4" NO 0.62 10'-0" 20'-0" 6" X 10" 32::3:-OFF 2 3'-0" NO 0.62 10'-0" 22'-0" 6" X 10" W/2" X 6" 32" 3'-0" NO 0.62 10'-0" 24'-0" 6" X 12" 32" T -T' YES 0.68 12-0" 8'-0" 6" X 6" 33" 3'15" NO 0.66 12-0" 10'-0" 6" X 6" W/2" X 6" 33" T -O" NO 0.66 12-0" 12'-0" 6" X 8" 33" T -O" NO 0.66 12-0" 14'-0" 6" X 8" 33•' T -O" NO 0.66 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3%0" NO 0.66 12-0" 18'-0" 6" X 10" 33" T -O" NO 0.66 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" T -O" NO 0.66 12-0" 22'-0" 6" X 12" 34" 3•-2" NO 0.74 12-0" 1 24'-0" 6" X 12" W/2" X 6" 1 34" 1 3'-6" NO 0.82 POST/FOOTING SCHEDULE 48' TO 52' SPANS. 40 PSF LIVE LOAD SPACING '•H" I W X D IF IF -" -- N SECTION B -B SECTION B -B DIAPHRAGM SCREWS B DIA. T I REQUIRED VOLUME, S 10'-0" 8'-0" 6"X6" 34" T -O" NO 0.70 AT INTERIOR TRUSSES AT GABLE END TRUSS 10•-0" 10•-0" 6"X6" 34" T -O" NO 0.70 10'-0" 12'-0" 6" X 6" W/2" X 6" 34" T -O" NO 0.70 DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS 10'-0" 14'-0" 6" X 8" 34" T -O" NO 0.70 ENDWALL DOOR HEADERS & GABLE END TRUSS TOP & CHORD, EAVE RIDGE PURLINS ON ROOF 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.70 Sl 52 10'-0" 18'-0" 6" X 8'• W/2" X 6" 34" T -O" NO 0.70 IG S3 10'-0" 20'-0" 6" X 10" M. T -O" YES 0.70 8 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" T -O" NO 0.70 DIAPHRAGM SCREWSI TYPICAL SCREW PATTERN, EXCEPT AS 10'-0" 24'-0" 6" X 12" 34" T-2" NO 0.74 S4 NOTED ABOVE 12-0" 8'-0" 6" X 6" 38" T -O" NO 0.88 12-0" 10'-0" 6" X 6" W/2" X 6" 38" T -O" NO 0.88 STEEL SHEETING SCREW PATTERNS 12-0" 12'-0" 6"X6"W/2'X6" 38" 3'-0" NO 0.88 12-0" 14'-0" 6" X 8" W/2" X 6" 38" 3'-0" NO 0.88 SS N.T.S 12-0" 16'-0" 6" X 8" W/2" X 6" 38" T -O" NO 0.88 TYPICAL TRUSS BOTTOM CHORD BRACING 12-0"18'-0" 6" X 10" W/2" X 6" 6"X14"W/2'X6" 38" T -O" YES 0.88 12-0" 20'-0" 38" T -O" NO 0.66 NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. 12-0" 22'-0" 6" X 12" 38'• T -O" NO 0.88 12-0" bf-O" 6"X12"W/2"X6" 38" 3'.3" NO0.95 Sl GABLE END TRUSS POST/FOOTING SCHEDULE 54' TO 60' SPANS, 40 PSF LIVE LOAD S2 DOUBLE INTERIOR TRUSSES NOTE:1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH S3 2' X 4' X -BRACING @ 10' 0' D.C, 2' X 6" LAMINATIONS, 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' D.C. POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, OR, AS SPECIFIED BY TRUSS MANUFACTURER ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIRSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X SS TOENAIL BRACES TO TRUSSES WITH l�L �+f 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, 3 - 10d NAILS of �t FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH F CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING 'd a WA FT7 067 DEPTH X 4". �1 ti . SSrONAL6 OVERHEAD DOOR OPENING SLIDING DOOR OPENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION N.T.S. S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS EXPIRES 12/2 Q9 WAMBEKE ENGINEERING 2913 E. 61st Court Daniel Wambeke, P. E Spokane WA 99223 felephonei 509-443-6186 Fax. 509-448-6582 a -mall clwambeke@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 40 PSF LIVE LOAD - IBC 2006 EBCO CONSTRUCTION 1517 NORTH LACEY SPOKANE WASHINGTON 99207 BY I DATE DRAWING NO., �I (HEC ED(HEC ED BY DATE DESCRIPTION ❑F CHANGE PROJECT NO. 3-203-20-081 EBCO.IBC2006-30-30 4LE. N.T.S. SHEET. 1 OF 1 T 1 PROVIDE DIAGRAMS AND FNGINFFRING LAYOUTS FOR HuOF TRUSSES, BEAMS AND H )011 SYSTEMS PRIOR TO FRAMING Ire,:;; GTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS -- Sffakaile REVIEWED FOR C(R)uu 0 MPLIANCE SPOKANE VAI_Lr RUILLa G DIVISION