Loading...
2007, 02-05 Permit App: 07000314 ResidenceProject Number: 07000314 Inv: 1 Application Date: 2/5/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: M. Permit Use: SFR W/ATT GAR Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front 25 Left: 5 Right: 5 Rear: 56 Phone: (000) 000-0000 Group Name: Project Name Site Information: ,z".. :z., .,... ,.>'�..>..."R."�,0+a'; ,.z�. .,3s5:.,s,...._;:ar.,'s?ti.�.i'�4'x.>•rn.?,wva,.�=rew�.,;.^.� :�.,te�v'�.,.�..t,s"���, as�z 4:4.s,�. .>...b'r��8v" ':"ns ,.�'.=Y ;:�.% Plat Key: Name: SUB -12-03 / REZ-09-03 / PUD -05-03 District: Sout Parcel Number: 45233.4310 Block: Lot: SiteAddress: 911 S REES LN Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE Location:: CSV SPOKANE VALLEY, WA 99037 Zoning: UR -7* Urban Residential -7* Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: 4 t _ _ : a ....., :... .:.. _;:.. . , ,r�;N, X , Review Building Plan Review Released By Originally Released: Landuse/Zoning/HE Conditions Sewer Review Permits: 2/2/2007 By: TMELBOU Released By: Originally Released: 2/5/2007 By: mharnois �Rele By: Operator: JD Printed By: JD Print Date: 2/5/2007 Project Number: 07000314 Inv: 1 Application Date: 2/5/2007 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 2602 N SULLIVAN Phone: (509) 924-8964 SPOKANE VALLEY WA 99216 Description Grp Type Notes 1 &2 FAMILY R-3 VB 2ND FLOOR R-3 VB BASEMENT U R-3 VB DECK OPEN R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 This Application: Total Project: Sp Ft Valuation Sg Ft Valuation 693 $63,312.48 693 $63,312.48 715 $53,396.20 715 $53,396.20 676 $10,140.00 676 $10,140.00 181 $2,715.00 181 $2,715.00 480 $9,120.00 480 $9,120.00 Totals: 2,745 $138,683.68 2,745 $138,683.68 Units Unit Desc Fee Amount 1 SELECT $1,212.15 1 SELECT $4.50 1 SELECT $484.86 Permit Total Fees: $1,701.51 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Units Unit Desc Fee Amount 1 NUMBER OF $10.00 1 NUMBER OF $10.00 1 NUMBER OF $12.00 2 # OF UNITS $2.00 4 NUMBER OF $40.00 1 NUMBER OF $10.00 1 NUMBER OF $10.00 Permit Total Fees: $94.00 Operator: JD Printed By: JD Print Date: 2/5/2007 Page 2 of 3 Project Number: 07000314 Inv: I Application Date: 2/5/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 3 NUMBER OF $18.00 SINKS 4 NUMBER OF $24.00 TUBS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 MISCELLANEOUS FIXTURES 2 NUMBER OF $12.00 Permit Total Fees: $78.00 Notes: Payment Summary, Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,701.51 $1,701.51 $0.00 $1,701.51 Mechanical Permit $94.00 $94.00 $0.00 $94.00 Plumbing Permit $78.00 $78.00 $0.00 $78.00 $1,873.51 $1,873.51 $0.00 $1,873.51 Il (•/•/!/1111 AM• 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: 2/5/2007 Project Number: 07000314 Inv: I Application Date: 2/2/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information:Mt ".�. v';: Y ..'MV,.i'-'? MW Permit Use: SFR WATT GAR Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front 25 Left: 5 Right: 5 Rear: 56 Phone: (000) 000-0000 Group Name: Site Information: Project Name Plat Key: Name: SUB -12-03 / REZ-09-03 / PUD -05-03 District: Sout Parcel Number: 45233.4310 Block: Lot: SiteAddress: 911 S REES LN Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE Location:: CSV SPOKANE VALLEY, WA 99037 Zoning: UR -7* Urban Residential -7* Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: Originally Released: Landuse/Zoning/HE Conditions Sewer Review 2/2/2007 By: TMELBOU Released By: Released By: Permits: x*r^ EMBN Y a. i y , " „, nai' . AI Operator: JD Printed By: JD Print Date: 2/2/2007 Project Number: 07000314 Inv: 1 Application Date: 2/2/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Total Project: Sg Ft Valuation This Application: Description Grp Type Notes Sq Ft Valuation 1&2 FAMILY R-3 VB 480 693 $63,312.48 2ND FLOOR R-3 VB NUMBER OF 715 $53,396.20 BASEMENT U R-3 VB 1 676 $10,140.00 DECK OPEN R-3 VB $94.00 181 $2,715.00 GARAGE U-1 VB 480 $9,120.00 Totals: 2,745 $138,683.68 Item Description Units Unit Desc RESIDENTIAL PERMIT FEE 1 SELECT WSBC SURCHARGE 1 SELECT SF PLNS RVW < 7999 SQ FT 1 SELECT Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Total Project: Sg Ft Valuation 693 $63,312.48 715 $53,396.20 676 $10,140.00 181 $2,715.00 480 $9,120.00 2,745 $138,683.68 Fee Amount $1,212.15 $4.50 $484.86 Permit Total Fees: $1,701.51 Mechanical Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Units Unit Desc Fee Amount 1 NUMBER OF $10.00 1 NUMBER OF $10.00 1 NUMBER OF $12.00 2 # OF UNITS $2.00 4 NUMBER OF $40.00 1 NUMBER OF $10.00 1 NUMBER OF $10.00 Permit Total Fees: $94.00 Operator: JD Printed By: JD Print Date: 2/2/2007 Project Number: 07000314 Inv: 1 Application Date: 2/2/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: DIAMOND ROCK Address: 2602 N SULLIVAN SPOKANE VALLEY WA 99216 Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 924-8964 Units Unit Desc Fee Amount 3 NUMBER OF $18.00 4 NUMBER OF $24.00 2 NUMBER OF $12.00 1 NUMBER OF $6.00 1 NUMBER OF $6.00 2 NUMBER OF $12.00 Permit Total Fees: $78.00 Notes: x.• .. q .._, Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,701.51 $1,701.51 $0.00 $1,701.51 Mechanical Permit $94.00 $94.00 $0.00 $94.00 Plumbing Permit $78.00 $78.00 $0.00 $78.00 $1,873.51 $1,873.51 $0.00 $1,873.51 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: 2/2/2007 Permit Center PERMIT NUMBER: 11707 E Sprague Ave- -Suite 106. ValleySpokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 PERMIT FEE: Community Development ««,Nv.st)okanevallev.or�eo11I,AN �Q07 Residential Construction Permit Application Aw Cdnsruction ❑Accessory Bldg ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS Ci I I Vo n< / ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Z H L A Building owner Coiu`tractor = Name: ; �; y�� LSA S Name: Address: .Z (p 0'2- N. s'o I I a n Z 04, [Address: City: S P0 kc�, /t R V I Zip: 9 1(o City: Zip: Phone: Z N- 99L--/ Fax. G 2 t Phone: Fax: **************ThP fnll dwelli011"Ll-eages and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the ng 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:PO.LLJL (V Date -i � /07 Method or Payment. (Faxed permit applications will only be accepted with major bankcard) ❑ Cash El Bankcard #: El ❑ Mastercard El Other Expires: VIN#: Authorized Signature: REVISED 8/25/2005 Permit Center SP©i ne 11707 E Sprague Ave, Suite 106 � Valley Spokane Valley, WA 99206 PERMIT NUMI3ER: (509)688-0036 FAX: 509)688-0037 Community Development-wµ,,spokanevalleti r .com PERMIT FEE: Mechanical Permit Application ❑ Commercial lResidential SITE ADDRESS:'( (I $ . 'Ee2 S L N Building owner Name.7ZCc ie i S 't Phone: C Z y - i'9 Fax ZG " �?O cl y Address: Z�C V Z 711. Sy 1 t t/41 ✓1 Contractor City S i�c KQ ✓� G/I }� State /��� Zip Name: �t7✓►4 FuC (s2 Jl'�{ 7� Phone: `'?(- 1/ Sf L) Fax: Address: City State Zi License No: City Business License No: Contact` a Name: PCL u Phone: 'z 1 "`SCI Z-61 DESCRIPTION OF WORK # OF UNITS X COST - TO FUEL cu ArruANU= (WSEC min AFUE ED APPLIANCE (WSEC min. AFUE 8 12 j GAS LOG, GAS INSERT, GA: 13 RANGE 14 DRYER 15 FUEL BURNING WATER HEA 16 MISC. FUEL BURNING APPLI, 17 GAS PIPING laarh n,almi 19 VENTILATING FANS 20 21 AIR HANDLER DOES NOT include du AIR HANDLER DOES NOT include du 22 23 24 EVAPORATIVE COOLERS TYPE IHOOD TYPE II HOOD 25 HEAT PUMP/AIR CONDITIONER 26 AIR CONDITIONER 27 AIR CONDITIONER 28 29 30 AIR CONDITIONER AIR CONDITIONER LPG STORAGE TANK 31 WOOD OR PELLET STOVE/INSERT 32 WOOD STOVE - FREE STANDING 33 REPAIR & ADDITIONS 34 VENTILATION SYSTEMS 35 VENTILATION MECHANICAL EXHAUS 36 INCINERATOR - RESIDENCE 37 INCINERATOR - COMMERCIAL AUTHORIZED METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC CARD #: SIGNATURE: REVISED 8/26/05 TALAMOUNT ual to or less than 100,000 1 X $12.00 - Z More than 100,000 X $15.00 = ual to or less than 400,000 X $50.00 More than 400,000 X $100.00 - ual to or less than 400,000 X $50.00 - More than 400,000 X $100.00 - 1 - 100M BTU X $12.00 - 101 - 500M BTU X $20.00 = 501 - 1,000M BTU X $25.00 - 1,001 - 1,750M BTU X $35.00 = More than 1,750M BTU X $60.00 = X $10.00' - X $10.00 = 1 X $10.00 = X $10.00 - /0 X $10.00 - Z X $1.00 - 2 1 X $10.00 - 10 X $10.00 = "J to or less than 10,000 CFM X $1200 = reater than 10,000 CFM X $15.00 - X $10.00 - X $50.00 - i X $10.00 - 0-3 TON X $12.00 - 3-15 TON X $20.00 = 15-30 TON X $25.00 - 30-50 TON X $35.00 More than 50 TON X $60.00 = X $10.00 = X $10.00 - X $25.00 = X $15.00 = X $12.00 = X $12.00 = X $19.00 - X $22.00 = SUBTOTAL DATE: PROCESSING FEE $35.00 EXPIRES: TOTAL PERMIT FEE DUE: REVISED 8/26/05 C �y Permit Center �7jA ane 1 1707 F Sprague Ave, Suite 106 ,IS VaIley Spokane Valley, WA 99206 PERMIT N U7BER: (509)688-0036 FAX:(509)688-0037 Community Development �aN w okaneralle nr� com PERMIT FEE: Plumbing Permit Permit Application ❑ Commercial XReSidential SITE ADDRESS -( (� 5 w S Ln 4 Buildin owner. # OF UNITS X COST - TOTAL At WATER CLOSET, BIDETS Name: 17i C+W�O✓1 �01, C %- CCrr "&OZ 3 TUBS Phone: Z Lj 0 % Fax Address: /tj v II1,VCV,) G l Contractor = 1 Z City State Zip Name: 'G 0 /l 5 SINKS Phone: Address: = Fax: License No: Cih State Zi Contac[- = City Business License No: Name: L \ Z 6 DISHWASHER e 7 CLOTHES WASHER Phone: 2 i b` -Cl q Z Li utb[;KIPTION OF WORK 1 TOILETS # OF UNITS X COST - TOTAL At WATER CLOSET, BIDETS X $6.00 = 2 URINALS 3 TUBS X $6.00 = 4 SHOWERS PER TRAP ,Z x $6.00BATH, = 1 Z STALL, ON-SITE BUILT X 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, $6.00 = LAUNDRY, UTILITY, JANITOR, PHOTO, Lj x $s.00 = X-RAY, FOOD, PREP/CULINARY MEAT Z 6 DISHWASHER 7 CLOTHES WASHER X $6.00 = �i 8 GARBAGE DISPOSAL X $6.00 = (� 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANKX $6.00 = NOTE: IF GAS, SEE MECHANICAL X $6.00 11 FLOOR DRAINS ROOF DRAINS/OVERFLOW AREA, CASE, COIL, TRENCH, CONDENSATE X 12 DRAINS _ $6.00 - 13 FOUNTAINS, DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, 14 VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, X $6.00 = 15 SEWAGE EJECTOR REVERSALS X $6.00 = GRINDER, SUMP PUMP X $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER X $6.00 = PROOFER, CARBONATOR, SWAMP COOLER J Z 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE , AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS 18 INTERCEPTORS GREASE TRAP, SAND TRAP, X $6.00 _ CHEMICAL HOLDING TANK 19 MEDICAL GAS er outlet X $6.00 = MISCELLANEOUS PLUMBING NITROUS , OXYGEN X $6.00 - 20 FIXTURE 21 PRIVATE SEWAGE DISPOSAL/SYS X $6.00 = INDUSTRIAL WASTE X $20.00 - 22 INTERCEPTOR METHOD OF PAYMENT: X $15.00 = SUBTOTAL p 7? o ❑ CASH ❑ CHECK ❑ VISA ❑ MASTERCARD PROCESSING FEE DATE: $35.00 EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING fik 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Site Address: 911 S REES LN Parcel Number: 4523 3.43 10 Subdivision: RANGE Block:2 Lot: 8 Zoning: UNK Unknown Owner: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Building Inspector: Water Dist: Sewer Connection Permit Project Information Project Number: 07000465 Inv: 1 Issue Date: 1/31/2007 Permit Use: SEWER CONNECTION - HILLS HAVEN Applicant: DIAMOND ROCK CONSTRUCTION INC 15321 EMISSION AVE SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Contact: DIAMOND ROCK CONSTRUCTION INC 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Setbacks - Front: Left: Right: Rear: Group Name: Project Name: Permits Contractor: PRECISION GRADING License #: PRECIGL97INJ SEWER CONNECTION 1 $85.00 PROCESSING FEE 1 $15.00 Total Permit Fee: $100.00 FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL INSPECTION FEES APPLY AFTER 30 MINUTES. THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION. SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE. THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME. BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO OWNERS OF UNDERGROUND FACILITIES. CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES, INCLUDING THOSE RELATED TO TRENCH SAFETY. Total Fees AmountPaid AmountOwin2 $100.00 $100.00 $0.00 Payment Summary Tran Date Receipt # Payment Amt 1/31/2007 421 $100.00 Processed By: SHATTO, JULIE PERMIT Printed By: DECORDE, DEBBIE Page 1 of 1 MiTek POWER TO PERFORM."` Re: 10127 D.RCCK / 911 S REES MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Lumbermen's Bldg Center -Spokane, WA. Pages or sheets covered by this seal: R24971765 thru R24971766 My license renewal date for the state of Washington is August 1, 2008. April 16,2007 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. 1 Job Truss ::�j ss Type Qty Ply D.ROCK / 911 S REES 824971765 10127 B1 -MOD MMON 2 1 Job Reference o tionalL_ i --n— tn,. neon Anr 18 08*1249 2007 Pace 1 Lumbermens' Hutlaing Centers, ZIpoKane, vvN aa[uo 1-2-12 4-7-13 4-2-4 3-11-3 zoo 5i z a - -. --- ^___________________________________________________ ae = 8-10-1 12-94 8-10-1 3-11-3 LUMBER TOP CHORD 2 X 4 HF 180OF 1.6E BOT CHORD 2 X 4 HF 180OF 1.8E WEBS 2 X 4 OF Stud/Std *Except* 5-7 2 X 10 OF 225OF 1.9E 4-10-14 3-0-0 b ..n = 13-8- 17-8-2 0-11-0 1 3-11-14 I 0-6-0 PREFAB DETAIL. PLATES GRIP MT20 185/148 NOTES 1) Wind: ASCE 7-02; 90mph; h=20ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-02; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 Unbalanced snow loads have been considered for this design. 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MU -7473 BEFORE USE. ss a Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the iTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rowsw.w.ww.nw..-- fabrication, quality control, storage, delivery, erection and tracing. consult ANSI/TPII Quality Criteria, DS1-89 and BCS11 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 583 D'Onofno Drive, Madison. WI 53719. Citrus He' hts CA 95610 Job Truss Truss Type Qty Ply EES D.ROCK / 911 S REES 824971765 10127 B 1 -MOD COMMON 2 1 TC 0.33 Vert(LL) -0.11 2-11 >999 240 Job Reference o ..,., n.., sa no 17 A 7nn7 D.no 1 Lumbermens' Building centers, 5pOKane, vvv 9yzl)a ^�- �- - ---- ""' - ---- -- -' -1-2-12 4-7-13 8-10-1 12-9-4 17-8-2 1-2-12 4-7-13 4-2-4 3-11-3 4-10-14 46 = 4 4x6 — 4x9 - 1.5x4 II 8-10-1 3-11-3 0-11-0 3-11-14 GENERAL REPAIR NOTES: THIS REPAIR IS FOR FIXING WEB 5-9 AND BEARING AT JT.8 ALIGNMENT. 1- ATTACH A PREFAB TRUSS TO ONE FACE, AS SHOWN (SHADED AREA) USING THE SAME GRADE AND SIZE LUMBER AND THE SAME SIZE PLATES AS THE MAIN TRUSS, UNLESS OTHERWISE NOTED, WITH 10d NAILS (0.131"X3.0")@ 3" O.C. 2 ROWS FOR ALL OVERLAPING CHORDS AND WEBS. 2- SEE PREFAB DETAIL ON PAGE 2. Scale = 1:37.0 LOADING (ps SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP i0.0 TCLL 3 Plates Increase 1.15 TC 0.33 Vert(LL) -0.11 2-11 >999 240 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.40 Vert(TL) -0.27 2-11 >595 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 8 n/a n/a . BCDL 100 Code IRC2003/TPI2002 (Matrix) Weight: 76 lb LUMBER BRACING TOP CHORD 2 X 4 HF 1800F 1.6E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 OF Stud/Std 10-0-0 oc bracing: 2-11. LBR SCAB 7-10 2 X 4 HF 180OF 1.6E one side REACTIONS (Ib/size) 2=67210-5-8,8=1076/0-5-8 Max Horz2=105(load case 6) Max Uplift2=-148(load case 7), 8=175(load case 8) Max Grav2=885(load case 2), 8=1173(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/82, 2-3=-980/136, 3-4=-532/113, 4-5=-419/123, 5-6=-44/405 BOT CHORD 2-11=-142/746, 10-11=-236/60, 10-12=-236/60, 9-12=-236/60, 8-9=-236/60, 8-13=-236/60, 7-13=-236/60, 6-7=-236/60 WEBS 3-11=-465/91,4-11=-72/185, 5-11=-76/561,5-9=-1009/144 1 F:,R s. 'ri,v, N '1�1'S t6, �v S, r........ _...EXPIRES' 08 01-08 _..__..� II A#YV 59Z(20D7 A WARNING - Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 3W-7473 BEFORE USE. 0 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTe l, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPII Quality CrIteda, DSO -89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofno Drive. Madison, WI 53 7777 Greenback Lane, Suite 109 719. Citrus Heightsk L ne, Su PlyType Oty I D ROCK/ 911 S REES R24971766 COMMON 1 0127 82 -MOD 2 Job Reference (optional) -- 6.400 s Oct 9 2006 MiTek Industries, Inc. Mon Apr 16 08:12:50 2007 Page 1 Lumbermens' Building Centers, Spokane, WA 99206 15-34 17-8-2 F .1.2.12—I - 4-7-13 8-10-1 6-5-3 2-4-14 4-2-4 1.2.12 4-7-13Scale = 1:37.0 4x6 = 4 0-1 4x6 — AvQ = 1— 314441 17-8-2 8-10-1 6-5-3 0-7-12 1-8-14 0.0-4 GENERAL REPAIR NOTES: THIS REPAIR IS FOR FIXING WEB 5-7 AND BEARING AT JT.7 ALIGNMENT. 1- ATTACH A PREFAB TRUSS TO ONE FACE, AS SHOWN (SHADED AREA) USING THE SAME GRADE AND SIZE LUMBER AND THE SAME SIZE PLATES AS THE MAIN TRUSS, UNLESS OTHERWISE NOTED, WITH 10d NAILS (0.131"X 3.0") @ 3" O.C. 2 ROWS FOR ALL OVERLAPING CHORDS AND WEBS. 2- SEE PREFAB DETAIL ON PAGE 2. LOADING (psf) SPACING 2-0-0 CSI TCLL 30.0 Plates Increase 1.15 TC 0.57 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.37 TCDL 7.0 Rep Stress Incr YES WB 0.24 BCLL 0.0 Code IRC2003/TPI2002 (Matrix) BCDL 10.0 _ LUMBER TOP CHORD 2 X 4 HF I80OF 1.6E BOT CHORD 2 X 4 HF 180OF 1.6E WEBS 2 X 4 DF Stud/Std REACTIONS (Ib/size) 2=802/0-5-8, 7=946/0-5-8 Max Horz2=105(load case 6) Max Uplift2=-157(load case 7), 7=-154(load case 8) Max Grav2=961(load case 2), 7=1032(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/82, 2-3=-1121/152, 3-4=-678/133, 4-5=-731/137, 5-6=-7/134 BOT CHORD 2-8=-154/866, 7-8=-33/10, 6-7=-33/10 WEBS 3-8=-459/90,4-8=-93/306,5-8=-881542,5-7=-959/137 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.11 2-8 >999 240 MT20 185/148 Vert(TL) -0.27 2-8 >665 180 Horz(TL) 0.01 7 n/a n/a Weight: 70 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. S. 7-18rf` EXPIRES 08-01 OR A(j*1(39ZWD7 A WARNINO - Verify design paramatera and READ NOTES ON THIS AND INCLUDED 1QTSK REFERENCE PAGE NlD-7473 BEFORE USE. a Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown iTek _ is for lateral support of individual web members only. Additional temporary bracing to insure stobility during construction is the responsibility of the w.rr. AR.rar ti erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BC511 Building Component 7777 Greenback Lane, Suite 109 Safely Intormallon available from Truss Plate Institute, 583 D'Onofno Dnve, Madison, WI 53719. Citrus He' hts CA 95810 Job Truss Truss Type Qty Ply D ROCK / 911 S REES R24971766 10127 B2 -MOD COMMON 2 1 Job Reference (optional) Lumbermens' Building Centers, Spokane, WA 99206 4-7-13 8-10-1 6.400 s Oct 9 2006 MiTek Industnes, Inc Mon Apr 16 08 1250 2007 Page 1 15-3-4 17-8-2 1-2-12 4-7-13 4-2-4 es = 6-5-3 2-4-14 Sole 51305 PREFAB DETAIL. Plate Offsets (X,V) [2 0-2-4,0-1-8] LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std 'Except' 5-7 2 X 8 DF 2250F 1.8E PLATES GRIP MT20 185/148 NOTES 1) Wind: ASCE 7-02; 90mph; h=20ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS; cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-02; Pf=30.0 psf (flat roof snow); Category II; Exp 6; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/T911 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. MiTek` 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stabilitybracingfor truss system, e.g. diagonal or x-br cing, is always required. See BCSII. Q.T/16� 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator .�. C1-2 C2-3 bracing should be considered. 4 WEBS c�-q 3. Never exceed the design loading shown and never o stack materials on inadequately braced trusses. For 4 x 2 orientation, locate O v ' i �y� i U 4. Provide copies of this truss design to the building designer, erection 0-'hd' pb =O supervisor, property owner and interested plates from outside a u O all other parties. edge of truss. 5. Cut members to bear tightly against each other. C7-8 C6-7 CS-6 � BOTTOM CHORDS This symbol indicates the 6. Place plates on each face of truss at each 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from 'Plate location details available in Mitek 20/20 the environment in accord with ANSI/TPI 1. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 4 x 4 Width measured perpendicular NUMBERS/LETTERS. l0. Camber is anon-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 96048, specified. by text in the bracing section of the output. Use T, I or Eliminator bracing 95-43, 96-31, 9667A NER-487, NER-561 13. Top chords must be sheathed or purlins provided at if indicated. 95110, 84-32, 96-67, ER-3907, 9432A spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@ All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction.and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. i M..�� is not sufficient. BCSII : Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, P0WE'R TO PCRF7C5iM t- ANSI/TPI 1 Quality Criteria. Installing 8, Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473