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2006, 07-18 Permit App: 06002702 Garage, Egress WindowProject Number: 06002702 Inv: I Application Date: 7/18/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 14 x 35 SINGLE CAR GARAGE, INSTALL 3 X 5 Contact: LANE, SCOTT EGRESS WINDOW Address: 13503 E 26TH AVE C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 924-3098 Group Name: Site Information: Project Name: Plat Key: 001705 Name: MOUNTAIN WEW 04TH ADD District: F Parcel Number: 45274.0212 Block: Lot: SiteAddress: 13503 E 26TH AVE Owner: Name: LANE SCOTT Location:: CSV Zoning: SFR Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Address: 13503 E 26TH AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: Review Building Plan Review Released By: Originally Released: 7/18/2006 By: TMELBOU Driveway/Approach Releasedy, Originally Released: 7/18/2006 By: amblake Landuse/Zoning/HE Conditions Released $y: ` Originally Released: 7/14/2006 By: Cdesimas Sewer Review Released By, per utilities Originally Released: 7/14/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 7/18/2006 Project Number: 06002702 Inv: 1 Application Date: 7/18/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Permits:... Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GAR WOOD U-1 VB GARAGE/E 0 $12,000.00 0 $12,000.00 GRESS WINDOW Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $12,000.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT 0 $12,000.00 Fee Amount $209.25 $4.50 $83.70 Permit Total Fees: $297.45 Notes: ��a n _ u rc u,_ .11',� .�.. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. Payment Summary:3�__. Permit Tyne Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $297.45 $297.45 $0.00 $297.45 $297.45 $297.45 $0.00 $297.45 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 7/18/2006 Project Number: 06002702 Inv: 1 Application Date: 7/13/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: "fir.- -LTO-�.:.," .,.:.: ^"' hnw�r..;: . ,", .• n�uo�c,.:�;:s ^«. .,.. �„ti -''� -�*�: a.�:,n . �.., Permit Use: 14 x 35 SINGLE CAR GARAGE, INSTALL 3 X 5 Contact: LANE, SCOTT EGRESS WINDOW Address: 13503 E 26TH AVE C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 924-3098 Group Name: Site Information: Project Name: Plat Key: 001705 Name: MOUNTAIN VIEW 04TH ADD District: F Parcel Number: 45274.0212 Block: Lot: ( 2 SiteAddress: 13503 E 26TH AVE Owner: Name: LANE, SCOTT Address: 13503 E 26TH AVE Location:: CSV SPOKANE VALLEY, WA 99206 Zoning: SFR u'e- -7. d Water District: ✓� /•4s li•� !�%-���•ir1'e Hold: ❑ Area: .00 Ac es 6 Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information:..... Permits: Contractor: OWNER _ Building Permit - — Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 7/13/2006 GTr� Perm1, it Center \ (�„ c; F Vane 11707 E Sprague Ave, Suite! �r� ��_ Valley Spokane Valley, WA 9920 111 y (509)688-0036 FAX: (509) 8- 037 JUL 1 3 20 Community Development t���;.s ok_anevalle .or�.co�_ L 6 j Residential Construction ❑ �e4 onstruction Permit Application „<Addition/Remodel PERMIT NUMBER: PERMIT FEE: 2 G ❑ Other: SITE ADDRESS _ I J�)O7j WL�p �K (_ VA ASSESSORS PARCEL NO: —U l ai LEGAL DESCRIPTION: Building owner Name: S Address: ?j 50 L E City: SPOE Zip: q q2?l Phone: 2 Fax: 50q 97 5G9 0198 t Contact, Person: Name: Phone: Describe the scope of work in detail: W A 14'Y --�5' �S I mr.1 ❑ Accessory Bldg ❑ Deck Contractor_ Name: Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: $ ; a 1 000, -� Si DIE 0 poiE fl WMIALL W S' -MU X IS' Im DE 0 c,Rm MOW W MALL Geer **************The following MUST be complete: (write N/A if nota licable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2 Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE aQ. FTG: IL DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? DISCLAIMER 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 gropecaner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with h City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Perm t enter. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or o inane S. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can b d. 2 Signature Date ` J Method of Pay ent. (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED &25/200S 3 Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valtey WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhatt@spokanevattey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ 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. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22° X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information CONCRETE PATIO $6rl" ' ---------- �'-------- Os a PM MM" 41 Pod ' EXMITiM6NORM i CIRCULAR DRIVEYVAY w i wvdw Mdo EMERGENCY EGIIESS REOUIREMENTS FROM SLEEPM & ROOMS — 1) NET CLEAR OPENING: 5.7 S^.' c c ; T GRADE FLOOR OPENING 4 M "*) 5^' ;;ET 2) NET CLEAR OPENING NOW 21 3) NET CLEAR OPENWe W101N 5) tNtWitWTtbUFA'x as "CJl ut.. r . uuvu JnnLL UL OPERATIONAL FROM TWIN' if Tii ROOM WITHOUT THE USE OF KEYS OR TOC! Scott Lane / Karen Benson 13503 E. 26th Spokane Valley, WA 99216 (509) 218-2540 s0" Wide � I 7Z" Long Window Weli ClearArea is 72" Long X 42" Wide 43' eep Window Well WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder Z x ( oR. Z° PC SIDE VIEW E- Vinyl Basement Sliding Egress M Window 5' Wide X 3 ' Tall mounted 36" above floor !V we TOP VIEW City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 -Tel 509-688-0036 -Fax 509-688-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detall as a portion of your pian submittal, please complete the requested information in the boxes provided on both sides of this sheet This completed sheet, along with any additional information needs to be submitted with your aplfication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each comer and every 25 feet of wall. 1) MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property fine or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour • 518' TYPE W GYP BOARD (HABITABLE SPACE ABOVE) rated. (518' type 7C gypsum sheathing • 112' GYP BOARD (RESIDENCEIATTIC, FLOOR/CEILING) on both sides of wall). Openings are not 2) OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR 3,000 s . R r�u,v,,��ej ro on when HONEYCOMB CORE STEEL DOORS NTTWgSMMI�f(r, ' ? (}T !' P �l�� 2tl'fiii� roperty one. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. !8Q * OOOE - 8JJAW 0017Atl"W1 ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3000 SQ. FT. SECTION A -A ENGINEERED TRUS ACING X —@-2f O.C. hurl tt: rGPeiit 3 aut DOUBLE TOP PLATE WALL HEIGHT_LQ PRESSURE TREATED SOLE PLATE s ,4 • . 'N. • �.; t -f ,RAY3-1/2' CONCRETE SLAB 6" MIN. 6' MIN. tf 24"MIN. ANQUOR BOLTS 24" MIN. 6" MIN. ; 112"�PMIN. • 1 . •.. (7" INTO CONCRETE) i ' ' 6'0. C. OR APPROVED `--12'-- (2) 14 RE (3AR 6"x12' ANCHOR INSTALLED FOOTING PER MANUFACTURER. FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: .32 GARAGE OPENING AND HEADER SIZE: CJ Z Soo /p c o. INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. WIDTH RIDGE E L INE: I____________ I CONCRETE TO C6 PLY TO IR TABLE 404.1.1(1) I E I FOUNDATION WALLS - $000 # PSI I I SLABS, GARAGES, CARP04TS I & PORCHES - 3500 #f SI I I ALL FOOTINGS MUST BE CONT NUOUS � I � I Blocking required. at mid I I height in unfinished bearing walls J I1 I I GAINIAN pyKOWM o TT y �M6 tic THE GARAGE 10E FIRE NESISTIK I I I o ire " BOARD tHW*&E SWE A80je ft I (RESIDENCE/ATTIC, ft0WiCE1UN% I I !-7 `OOR,S0 WT SS °THAN 1M— - N CORE I I F RATED -----— --------1 E I l I I I ..I Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing A '' i 1 � } I1 I I GAINIAN pyKOWM o TT y �M6 tic THE GARAGE 10E FIRE NESISTIK I I I o ire " BOARD tHW*&E SWE A80je ft I (RESIDENCE/ATTIC, ft0WiCE1UN% I I !-7 `OOR,S0 WT SS °THAN 1M— - N CORE I I F RATED -----— --------1 E I l I I I ..I Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing A Sours F►a�c- caAnj�c- DMI" V ID' 1,4) 2A .. 94 4141` 414 tJ,fa O f„q_Gcnl(i +i.,ten, per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing N004 F-,-f}G(NG (VALK ttJ p002 3q-' r' S� SiEN WAU- lo' �z �q 11 F-oo G -S out F Valley Best Way R 118 S Union 0 Spokane WA, 99214 M (509)928-0550 FAX (509)928-0659 ****************************** *** QUO TAT I ON *** 7/13/2006 4:35:17 PM PAGE: 1 OF 1 QUOTATION NO: 892106 TERMS: PRICES GOOD FOR 30 DAYS REPRESENTATIVE: CLARKE SPECIFICATIONS DESIGN LOADING: 30-7-0-10 STRESS INC:15% SPACING 210C ****************************** LUMBER: / PLATES: SCOTT LAEN JOB SITE & OTHER INFORMATION T LOT/ADDRESS: O , [31SO3 -r9 --------------------------------------------7--�-- -- MARK QUAN TRUSS TYPE PITCH/ SPAN OVERHANGS SIZE UNIT EXTENSIONS TITY HEIGHT FT -IN -16 IN -16 IN -16 TC BC PRICES R1 7 TRIANGLE 50000 34-05-00 24-00/24-00 4/ 4 90.62 634.34 R2 1 TRIANGLE 3.26 34-05-00 24-00/24-00 4/ 4 98.37 98.37 ------------------------------------------------------------------------------ NOTES SUBTOTAL: 732.71 EXTRA CHARGE: SITE MUST BE ACCESSIBLE TO OUR TRUCKS I HAVE CHECKED AND VERIFIED ALL DIMENSIONS ETC. ON MY TRUSS ORDER X PLEASE SIGN AND FAX BACK HANGERS NOT INCLUDED IN BID PRICE. DOES NOT INCLUDE ANY BLOCKING BRACING OR STICK FRAMING. WE ARE NOT RESPONSIBLE FOR ANY BRACING OR BRIDGING. NO PLATELINE DELIVERY FOR 60 FOOT PLUS TRUSSES. THIS IS A GROUND DROP DELIVERY SALES TAX: GRAND TOTAL: THIS IS YOUR COST V Zo u -OIL -OIL 0.00 $ 732.71 PURCHASE ORDER #: DATE OF ORDER: DESIRED DELIVERY DATE: CUSTOMER INSTRUCTION$=—, RFU: 07/12/2006/REF1 ( JUL 14 2006 W's EnWeefim. InciOnWo Rimm 014iSifi.mm Va Li io n nay Pr.e4w. — rti....., omorvino ..ee..n ......_ - - . I I ` i �- — � � H • - Job mark Quan Type Span P1 -H1 Left ON Right 08 EngineerMg . 92106 R1 7 TR 340500 0.19 50000 2- 0- 0 2- 0- 0 1 LAEN TB 0.35 3071 C 0.06 0.29 B -I 0.35 3071 C 0.06 0.29 I -S2 DG 17-11-1 4330 C 0.13 0.29 5x5= 0.47 4385 C 0.19 0.28 DG 17-11-1 UK 3 14 8 EO 3-14 SH 4 T 3.261 F- 3x9; 3H TCU TCU 3xS= � 2x3.` 81 82 2x3% 5-0-0 G / xi ort J 4x7= TCL 1f2 lr3 114 TCL 4x7= R N4 C �L ! 83 ! Ell! 84 D DCL 3x5= 4x6= 4x7= 4x6= 3x5= N:S06 lr: SOB 8:1779 R:1779 U: 386 U. 386 EP 6-4-13 11-9-10 17-2-8 22-7-6 28-0-3 34-5-0 TC 2-0-0 6-4-13 1 5-4-13 1 5-4-14 5-4-14 5-4-13 6-4-13 2-0-0 aci - 9-13 -1- -1- RP - 91-3 17-2-8 25-3-13 34-5-0 34-5-0 ALL PLATES MAE LOCR20 Scale: 0.178' _ I Robbins Engineering, Inc./Online Plus" "PROX. TRUSS WEIGHT: 198.8 LEE J -C 0.58 4853 C 0.24 0.34 NOTES AND SYMBOLS SHEET FOR --------Bottom Chorda--------- ADDITIONAL SPECIFICATIONS. Online Plus -- Version 19.0.032 A -F 0.79 4685 T 0.58 0.21 RUN DATE: 13-JUL-06 F -S3 0.61 3842 T 0.48 0.13 NOTESs S3 -E 0.66 3842 T 0.48 0.18 Trusses Manufactured by: CSI -Six*- ----Lumber---- E -S4 0.66 3842 T 0.48 0.18 Valley Beat Way TC 0.58 2x 4 1B S4 -D 0.61 3842 T 0.48 0.13 Analysis Conforms To: BC 0.79 2x 4 IB D -C 0.79 4685 T 0.58 0.21 ANSI/TPI 95 & 02 WB 0.61 2x 4 DFL -STUD -------------Nebo------------- OH Loading G -F 0.13 550 C Soffit pat 2.0 Brace truss as followas F -H 0.19 578 T Wind Loads - ANSI / ASCE 7-98 O.C. From To H -E 0.61 1028 C Truss is designed as a Main TC Cont. 0- 0- 0 34- 5- 0 8 -B 0.40 1224 T Wind -Force Resistance System. BC Cont. 0- 0- 0 34- 5- 0 E -I 0.61 1028 C Wind Speed: 90 mph I -D 0.19 578 T Mean Roof Height: 25-0 Loading Live Dead (yet) TC 30.0 7.0 BC 0.0 10.0 Total 30.0 17.0 47.0 Spacing 24.00 Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb.1.15 Fc=1.10 Fte1.10 BC Fb=1.10 Fc•1.10 Ft.1.10 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1780 387 5- 8 1-14 HS - 83 C 1780 387 5- 8 1-14 Fix - -82 Membr CSI P Lbs Axl-CSS-Bnd ----------Top Chords ---------- A -G 0.58 4853 C 0.24 0.34 G -S1 0.47 4385 C 0.19 0.28 S1 -H 0.42 4330 C 0.13 0.29 H -B 0.35 3071 C 0.06 0.29 B -I 0.35 3071 C 0.06 0.29 I -S2 0.42 4330 C 0.13 0.29 S2 -J 0.47 4385 C 0.19 0.28 D -J 0.13 550 C Exposure Category: C Occupancy Factor s 1.00 TL Defl -0.83" in S3-8 L/487 Building Type: Enclosed LL Deft -0.50" in S3 -E L/798 Zone location: Exterior Shear // Drain in S1 -H 0.27 TC Dead Load s 4.2 pat BC Dead Load : 6.0 pat Plates for each ply each face. **SSS REVERSE SIDS OF THIS ** **PAGE FOR IMPORTANT NOTES ** Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Pit Size S Y JSI A LOCK 4.Ox 7.0 Ctr 0.1 0.98 G LOCK 2.Ox 3.0 Ctr Ctr 0.44 S1 LOCK 3.Ox 9.0 Ctr Ctr 0.91 N LOCK 3.Ox 5.0 Ctr Ctr 0.55 B LOCK 5.Ox 5.0 Ctr Ctr 0.72 I LOCK 3.Ox 5.0 Ctr Ctr 0.55 S2 LOCK 3.Ox 9.0 Ctr Ctr 0.91 J LOCK 2.Ox 3.0 Ctr Ctr 0.44 C LOCK 4.Ox 7.0 Ctr 0.1 0.98 F LOCK 3.Ox 5.0 Ctr Ctr 0.50 S3 LOCK 4.Ox 6.0 Ctr 0.2 0.96 8 LOCK 4.Ox 7.0 Ctr Ctr 0.55 S4 LOCK 4.Ox 6.0 Ctr 0.2 0.96 D LOCK 3.Ox 5.0 Ctr Ctr 0.50 REFER TO ROBBINS ENG. GENERAL Max comp. force 4853 Lbs Quality Control Factor 1.25 Job Nark 892106 R2 T 4-8-6 T DG 17-10-1 BO 4 BE -3-6 Quan Type Span P1 -H1 Left OR Right ORI Engineerfng ,I - 1 TR 340500 3.26 0 0 SPL CC 2x311 2x3i1_ L 4x511 SPL 2x311 BTW 2x311 3xCs_ N Q 2�j�2;3 DD 11 2x311 7 g DG 17-10-1 NO 4 HE -3-6 L -y EP o v 'L ac w- 7 0 P R T V E L BB a" a.ra 2x311 2x311 2x31 I 2x311 2x311 2x31 I 2x311 2x311 2x311 2x311 2x31 I 2x311 2x311 S1 82 3x6= 3x6- 34-5-0 ALL PLATES ARB LOCK20 Robbins Engineering, Ina./Online Plus" APPROX A -EE -20.8N 4.2 . 148 C O -N . EE -S -20.8N 4.2 - 133 C Online Plus -- Version 19.0.032 B -FF -11.8N 4.2 - 148 C RUN DATE: 7-13-06 PF -C -11.8N 4.2 . 174 C 8-Y - SUPPORT CRITERIA BB -AA- 362 C C8I SIZE LUMBER 1.15F8 CONTINUOUS BBTWZSM JNTS A i C TOP 0.26 2X 4 1B/18715 2070 BTN 0.16 2X 4 1S/18F15 2070 LOAD CASE #4 MIND // RIDGE R MBS 0.07 2X 4 DPL -STUD 885 LUMBER STRESS INCREASE: 33.3% REPETITIVE M30MM INCREASES: PLATE STRESS INCREASE: 33.3% PB 15.04 FT 0.0% FC 0.0% LOADING LIVE DEAD (PSP) TOP CHD 30.0 4.2 LATERAL BRACING- BTM CBD 0.0 6.0 TOP CBORD - OOMNTINUOUS TOTAL 30.0 10.2 40.2 BTM C80RD - CONTINUOUS EXCEPTIONS: TRUSS SPACING - 24.0 IN. A -EB -11.8N 4.2 RE -B -11.8N 4.2 STANDARD LOADING B -PF -20.8N 4.2 LUMBER STRESS INCREASE: 15.0% PF -C -20.SN 4.2 PLATR STRESS INCREASR: 15.0% SUPPORT CRITERIA LOADING LIVE DEAD (PSP) CONTINUOUS BETWEEN JNTS A F C TOP CED 30.0 7.0 BTM CBD 0.0 10.0 Lim RIGHT TOTAL 30.0 17.0 47.0 GIRD OIN - 48X OIN - 48X SUPPORT CRITERIA CONTINUOUS BETWBENi JUTS A i C MEMBR CSI MRS) ]81ST M82HD TOP CHORDS LOAD CASE #1 MIND FROM LEFT A -D 0.26 74 C -550 895 LUMBER STRESS INCREASE: 33.3% D -F 0.26 61 T -415 -19 PLATE STRESS INCREASE: 33.3% F -E 0.06 69 T 19 88 LOADING LIVE DEAD (p8F) H -CC 0.05 81 T -88 35 TOP CUD 30.0 4.2 CC -J 0.04 84 T -35 62 8TN CHD 0.0 6.0 J -BE 0.04 95 T -62 -24 TOTAL 30.0 10.2 40.2 RE -L 0.04 98 T 24 71 ExCRPT OWS3 L -N 0.04 110 T -71 53 A -EE -20.8N 4.2 M-8 0.04 122 T -53 69 RB -B -13.6N 4.2 B -Q 0.04 119 T -55 143 B -FF -13.6N 4.2 Q -S 0.04 96 T -71 105 PF -C -13.6N 4.2 S -FP 0.04 80 T -105 -54 SUPPORT CRITERIA FF -U 0.04 78 T 54 131 CONTINUOUS BETWEEN JNTS A 4 C U -DD 0.04 57 T -131 76 DD -N 0.05 54 T -76 190 LOAD CASE #2 WIND FROM RIGHT W -Y 0.06 31 T -88 -19 LUMBER STRESS INCREASE= 33.3% Y -AA 0.26 26 C -302 -1881 PLATE STRESS INCREASE: 33.3% AA -C 0.26 37 C -895 549 LOADING LIVE DEAD (p8F) BOA CHORDS TOP CRD 30.0 4.2 A -B 0.16 59 T 254 95 BTK CBD 0.0 6.0 E-0 0.06 S9 T -95 -25 TOTAL 30.0 10.2 40.2 G -I 0.02 59 T 2S 7 ERCSPTIOQNS: I -K 0.01 59 T -7 -2 A -BB -13.6N 4.2 I-81 0.01 59 T 2 0 EE -B -13.6N 4.2 91-M 0.01 59 T 0 0 S -PF -13.6N 4.2 N -O 0.01 59 T 0 0 FF -C -20.8N 4.2 O -P 0.01 59 T 0 0 SUPPORT CRITERIA P -R 0.01 59 T 0 0 CONTINUOUS BETWEEN JNTS A a C R -T 0.01 59 T 0 0 T-82 0.01 59 T 0 1 LOAD CASE #3 WIND // RIDGE L 82-V 0.01 59 T -1 -5 LUMBER STRESS INCRRASE: 33.3% V -X 0.01 59 T 5 15 PLATE STRESS INCREASE: 33.3% I -Z 0.02 59 T -15 -5S LOADING LIVE DEAD (PSF) 8-BB0.06 59 T 55 206 TOP CHD 30.0 4.2 BB -C 0.16 59 T -206 -549 BTN CHD 0.0 6.0 "MIS TOTAL 30.0 10.2 40.2 B -D - 362 C G -F - 45 C EXCEPTIONS: I -H - 174 C K -J . 143 C Robbins FJ O_ mr.. Kwism Phm - a 100#- nnA %i -k n 40 n n77 C....I......J..- Scale: 0.178' = 1' TRUSS WEIGHT: 203.0 LBS M -L . 148 C O -N . 156 C P -B - 133 C R -Q . 156 C T -S - 148 C V -U . 143 C X -M . 174 C 8-Y - 45 C BB -AA- 362 C DL+LL DEFL . 0.060 331 AA -C LL DRFL c SRG-SPAN/240 SPAN/DEFL (DL+LL) - 999 ROPER TO ROBBINS ERG. GENERAL NOTES AND SYMBOLS SEOET FOR ADDITIONAL SPRCIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - Valley best May 2. ANALYSIS CONFORMS TO TPI (ANSI/TPI 1-1995). 3. EMPIRICAL ANALOG IS USED. 4. MIND LOADS - AMSI/ASCE 7-98 TRUSS IS DBSIGMSD AS A MAIN WIMD-FORCE BES SYSTEM FOR SETERIOR ZOMR LOCATION MIND SPEED - 90 MPR MEAN ROOF HOIGFPf - 25' EXPOSURE CATEGORY - C OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LORD - 4.2 Pap SC DEAD LOAD . 6.0 PSF S. FASTEN TRUSS TO SRO A FOR 58 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF MALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 62 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MMOVSKEPT OF WALL OR ERG. 7. FASTEN TRUSS TO BIG E FOR 194 Las OF UPLIFT, WHILE PERMITTING NO UPWARD 1MbVBMENT OF WALL OR ERG. S. FASTEN TRUSS TO =0 I FOR 88 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF MAA OR BRG. 9. FASTEN TRUSS TO BRO X FOR 68 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR SRO. 10. FASTEN TRUSS TO SRO M FOR 72 LBS OF UPLIFT, NEVA PRRJC=XMMG NO UPWARD MOVEMENT OF WALL OR SRO. il. FASTEN TRUSS TO SRO 0 FOR 75 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEIxIT OF WALL OR BRG. 12. FASTEN TRUSS TO BIG R FOR 74 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MMOVO»IT OF WALL OR BRG. - f - ob I .92J106 Milk Quan Type Span P1 -H1 Left O8 Right OH Engineering R2 1 TR 340500 3.26 0 0 Cont 13. FASTEN TRUSS TO SRO T FOR 73 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVBMRVT OF WALL OR SRO. 14. FASTEN TRUSS To SRO V FOR 68 LSS OF UPLIFT, WHILE PERMITTING NO UPWARD NOVENGINT OF WALL OR SIG. 15. FASTER TRUSS TO SRO X FOR 88 LES OF UPLIFT, WHILE PERMITTING NO UPWARD NOVMGM OF WALL OR SRO. 16. FASTEN TRUSS TO SRO SS FOR 195 LES OF UPLIFT, WHILE PRRMITTINO NO UPWARD MOVEMENT OF WALL OR BRO. Robbins EnalneerkmL IncJOnlne Psis -0 1rxW.Nlria vo1ainn ion Axe e.,.,f.,,,,,.,,.., o...... +...,.n,...e ...,............ .. . _ PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWEDFC, 8 O COMPLIANCE ONE SPOKANE VALL ILDIN