The URL can be used to link to this page

Home My WebLink About822 Madeline St - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner G L C HOMES INC 1975 SW 1ST AVE STE H PORTLAND OR 97201 Construction Type Occupancy Type Roof Type Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date systems Fee summary Permit Fee Total Plan Check Total Grand Total CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Charged �.t.% 1 2� T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] 05 00001123 136283 822 MADELINE ST 06 30 01 7 -6 0170 0000 VINCENT BETTGER FIRE SPRINKLER SYSTEM RS9 RESDNTL SINGLE FAMILY 2550 Contractor OWNER Structure Information 000 000 TYPE V NON RATED SINGLE FAM CONGREGATES COMPOSITION FIRE SPRINKLER RESID FIRE SPRINKLER SYSTEM 65482 00 11/16/05 5/15/06 Plan Check Fee Valuation Date 11/16/05 Special Notes and Comments Call for cover inspection for all sprinkler installations A full acceptance test will be required for all fire alarm Paid Credited Due 00 00 00 00 00 00 00 00 00 00 00 00 00 0 \A 66 23\ 1/ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent 1 Date Signature of Owner (if owner is builder) Date F \-71 FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB a WALL FLOOR CEILIN MECHANICAL HEAT PUMP FURNACE /DUCTS 1 GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T-\Policies \1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO 13 -n -oc 1 i I I I FINAL FINAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT 1 BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING/LIGHTING 1 ESA. LANDSCAPING I SHORELINE. FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO I I I 1 I I N I Project Name: Private residence Installer• Innovated Fire Protection Type of System. Open Date: Additional Comments. PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417 -4650 FAX (360) 417 -4659 1.$ Fire Spnnkler System Plan Review Address. 822 Madeline Installer Telephone: 452 -7583 13 11 15.2005 PAFD Permit 05 -34 P.cam a'1 Q ot-t W LL.E Building Department Date: (1 vs n S-' Fire Department 13 R 13 D We have checked this plan and find that it conforms to the requirements of the code. All systems, including underground mains, shall be installed by a state licensed and certified company Systems shall be installed per the applicable NFPA Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design spnnkler flow test and alarm test are required for all 13D systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFPA Standard. This 13D system will require a measured flow test. Contractor Reviewed by rl BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions. call PERMITS (360) 417 -4815 FAX(360)417 -4711 Applicant or Agent: V in. r 19 tn. 4- 6 .e O, Z./ Phone 3 60 1 ..s" 2 75a� NJ Owner G 1- 14 m�..s Phone. Address 1 a 1 T e.h Ct-ti a M S -2 g .t": v1-•■ a Architect/Engmneer• Phone. Contractor /1Wrtl A-Tr.0 -iRi State License /(VNQ 1lIG.S OhZ10‘. Phone Credit Card Holder Name. Billing Address: City Credit Card Type VISA MC TYPE OF WORK. Residential New Constr Re roof Stove Multi family Addition Move Garage Commercial Remodel Demohtion Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT st„,ST42.-vvk COMMERCIAL/RESIDENTIAL. Occupancy Group No of Stones: Lot Size: Existing Sq Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other LEGAL DESCRIPTION Lot: Block: CLALLAM COUNTY PARCEL NUMBER. Address a City• V a -P. 1 o Zip 9g 3 2 Ps/ d 1 PROJECT ADDRESS P 2 Q 1 ZONING Subdivision. Zip 9g3 &a Exp. Date: Occupant Load. Construction Type. Proposed Sq Ft. TOTAL Sq Ft. FOR OFFICIAL Dale Rec. Permit/4 l 1Z3 Date Approved. 1 i Date Issued. (JC' (Is' 2 -7S83 SIZE/VALUATION SF /SF SF /SF SF /SF TOTAL VALUATION a s s O. G Cj APPROVALS. PLAN BLDG DPWU FIRE OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the apphcant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must he submitted at the time the building permit apphcation and construction plans are submitted. All other permit fees are due at the time of permit issuance. EM'IRATION OF PLAN REVIEW If no permit is issued within 180 -days of the date of apphcation, the application will expire. The Buildmg Official can extend the time for action by the applicant up to 180 days upon written request by the apphcant (see Section R105.3.2 of the International Building/Residential Code, 2003) No application can be extended more than once. I hereby certify that t have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to defy rmine what permits are required ,not the City's, and that I must obtain such permits prior to work. Fire Sprinkler System Plan November 9, 2005 Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452 -7583 For GLC Homes Location 822 Madeline Port Angeles, WA 98363 Contractor GLC Homes 121 Taylor Cut Off Rd. Sequim, WA 98382 L a: c ta Two heads require 26 gpm flow at designed pressure 5 gpm domestic use One head requires 18 gpm flow at designed pressure 1 Pipe size 1 1 1 CPVC (friction Toss 1067) 2 Water pressure at street (2) 1 Q psi 3 Meter friction loss (3) a psi (see Table 4 -4 3d NFPA 13D 4 (2) /j O minus (3) 9 (4) JO psi remaining 5 Loss from street main to control valve ,55 feet X M i.067 G /c9 feet (see friction loss chart) 6 (4) ,70 minus (5) 6 1 9 (6) 9 /IA psi remaining 7 Elevation Toss (building street) 6 feet X 434 -9..3 psi 8 (6) 9' minus (7) C 4-, 3 y 9o- 417 psi remaining 9 Total length of pipe from control valve to the farthest sprinkler Cp S. fee X M .10671 G, Li psi 10 (8)Z it 7 minus (9) �c1 3.'J3, psi remaining 1 1 Equivalent length for valves and fittings (meter to farthest sprinkler head) Type Number Eauivalent 1" T run OI X 1 feet n ob s s Cadfic -c 1 TBranch 2. x 5 /0 f IA.,' o o 1" 90 Elbow .3 X 7 2- 1 1" Coupling X 1 1" 45 Elbow 0 X 1. i= 0 f 1 Gate Valve 1 X 1 1 x ee (11) Total Feet 2 t;�,u,u�� 12 Loss in fittings (11) feet X 1 1°671 V. c.18 psi 13 (10) 8 3_ S) minus (12) i L/ S 7 7. O S psi remaining 14 PSI remaining (13) 7 O minus V (loss in riser) parts S. 15 (14) 7 S, 6S is more than the minimum design psi required for 2 or 1 sprinkler heads operating Riser Parts Potter flow switch 2 4 psi Soft seat valve 1 0 psi FP -9C 13 D HYDRAULIC CALCULATIONS 6 h Worksheet Forl "CPVCPine Needed Information Type of sprinkler head (71„.c_ 4 ,L r-- GPM pressure 1st head /C, c 5 GPM pressure 2nd head 2 lI t &F,i 3/4 water meter or no) L 04 v- T 1 i� 1 *a' 4 )01 N Revised 5/29/91 _PVC JION 'Ai1 SPgiNkl___ER MANIFOLD 1 FLOW ITCH _siGnicD 13Y, L L DRAIN_ TEST VA L V C IDLvINAsED TO 0v I DO 17/1 Rovk NNI0VATE_D Ft RE S9R(NKLERS tqcoVico I &Budding Products Direct Sales (Central): Tel: (800) 523-6512 Fax: (215) 362 -5385 Distribution Sales (Gem/Star): Tel: (800) 558 -5236 Fax: (800) 877 1295 Technical Services: Tel: (800) 381 -9312 Fax: (800) 791 -5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K- factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two- family dwellings and mo- bile homes per NFPA 13D• wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13 The Series LFII (TY2596) has a 4.2 (60,5) K- factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible formaintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K 4.2 GPM/psilr (60,5 LPM/bar" Temperature Rating: 160 °F /71 °C Sprinkler with 135 °F /57 °C Cover Plate Compression Screw Deflector Guide Arm Frame Guide Arms Support Cup Cover Plate Retainer Cover Plate Ejection Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom tDuPont Registered Trademark 1 Physical Characteristics: Body Brass Cap Bronze Saddle Brass Sealing Assembly Beryllium Nickel w/ Teflont Soldered Link Halves Nickel Lever Bronze Brass Bronze Bronze Stainless Steel Steel Copper Brass Spring Stainless Steel JULY, 2002 TFP44O Page 2-of 4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP49O for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic Lion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" asspeci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 130 and 13R as a function of temperature rating and the maxi- mum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the `design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in Maximum Coverage Area <a) Ft. x Ft. (m x m) 12 x 12 (3,7 x 3,7) 14 x 14 (4,3 x 4,3) /9'x4,9 r (4,9 x 4,9) (5,5 x 5,5) 20 x 20 (6,1 x 6,1) Maximum Spading Ft. (m) 12 (3.7) 14 (4,3) 16 18 (5,5) 20 Minimum Flow 0') and Residual Pressure For Horizontal Ceiling (Max. 2 Inch Rise for 12 inch Run) 160 °Fm °C Sprinkler 13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 14 GPM (53,0 LPM) 11 1 psi (0,77 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 20 GPM (75,7 LPM) 22.7 psi (1,57 bar) 24 GPM (90,8 LPM) 32.7 psi (275 bar) Minimum Flow 0e) and Residual Pressure For Sloped Ceiling (Max. 8 Inch Rise for 12 Inch Run) 160 °F171°C Sprinkler 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) WA WA (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K- factor. Refer to Hydraulic Design Criteria Section for details. TABLE NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m) The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g. maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusib /e Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e. do not app /y pressure to the fusible link Assembly). A leak tight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,510 19,0 Nm). A maxi- mum of 21 ftlbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler in /et with consequent leak age or impairment of the sprinkler Do not attempt to compensate for in- sufficient adjustment in an Escutcheon P /ate by under- or over-tightening the Sprinkler Readjust the position of the sprinkler fitting to suit. Step 1 The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler /Sup- port Cup Assembly into the fitting The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of TFP44O BODY (1/2' NPT) CAP SADDLE SUPPORT CUP WITH ROLL FORMED THREADS GUIDE ARM GUIDE ARM FRAME DEFLECTOR THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SOLDER TABS (3) COVER RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER SPRINKLER SUPPORT CUP ASSEMBLY 3-1/4' DIA_ (82.6 mm) I I 1 I 1 I I I 1 I 1 I I I I I II I, I I I I ASSEMBLY SPRINKLER/SUPPORT CUP k__. COVER PLATE/RETAINER ASSEMBLY 1/4' (6,4 mm) THREADED ADJUSTMENT FACE OF SPRINKLER FITTING 1- 7/81/8' (47,6 mm ±3,2 mm) MOUNTING 3/16' SURFACE (4,8 mm) RETAINER WITH THREAD O DIMPLES TIP SEALING ASSEMBLY SPRINKLER WRENCHING AREA COMPRESSION SCREW LEVER SOLDER LINK ELEMENT DEFLECTOR (OPERATED POSITION) Th/, EJECTION SPRING COVER PLATE SPRINKLER SUPPORT CUP ASSEMBLY OPERATED SPRINKLER DISPOSABLE PROTECTIVE CAP COVER PLATE RETAINER 7/8' (22,2 mm) 1 -1/8' (28,6 mm) f FIGURE 3 SER /ES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS P R O TEC 7 7 V E CAP ACTIVATED DEFLECTOR WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA vetio Page 3 of 4 FIGURE2 W -TYPE 18 SPRINKLER WRENCH DEFLECTOR IN OPERATED POSITION s Page 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service' Step 5. After the ceiling has been com- pleted with the 2 -1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely. replace the entire Sprin- kler assembly Do not attempt to mod- ify or repair a damaged sprinkler Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may de /ay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100 °F /38 °C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec tion Association (e.g. NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster otherwise, non- operation in the event ofa fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex pire ten (10) years from date of ship- ment by Tyco Fire Products. No war ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac cordance with applicable Standards of the National Fire Protection Associa- tion, and /or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. Ordering Procedure chrome Bright White. Flat White Custom TYCO FIRE PROWJCTS, 451 Noah Cannon Avenue, Lansdale, Pennsyhrania 19446 TFP44O IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY FOR INCIDENTAL, INDIRECT SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE GAROLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIESEXPRESSOR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE, When placing an order indicate the full product name. Contact your local dis- tributor for availability. Sprinkler Assembly Series LFII (TY2596) K =42, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, P/N 51 -122 -1 -160. Cover Plate Assembly Cover Plate Assembly having a (spec ify) finish for the Series LFII (TY2596) K =4.2, Residential Coribealed Pen- dent Sprinkler, P/N (specify). P/N 56- 122 -9 -135 P/N 56- 122 -4-135 P/N 56- 122 -5-135 P/N 56 -122 -X -135 Sprinkler Wrench: Specify W -Type 18 Sprinkler Wrench, P/N 56 -000 -1 -265. 6 POTTER Potter Electric Signal Company 2081 Craig Road P.O. Box 28480 St. Louis, MO 63146 -4161 (314) 878 -4321 (800) 325 -3936 STK. NO 1113000 U.S. PAT NO 3921989. CANADIAN PAT NO 1009680 OTHER PATENTS PENDING. The Model VSR -SF is a vane type watedlow switch for use on wet sprinkler systems that use t 1 "114 or 1 1/2' pipe size. The unit may also be used as a sectionai waterllow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustabte. instantly recycling pneumatic retard_ The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6' of a valve, drain or fitting which changes the direction of the waterflow The unit has a 1 NPT bushing for threading into a non-corrosive TEE_ See Fig. 2 for proper TEE size. type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to propedy orient the device for the direction of waterftow PRINTED IN USA MKT 18800003 REV .1 MFG.15400802 8195 VSR -SF VANE TYPE WATERFLOW FOR SMALL PIPE ALARM SWITCH WiTH RETARD Potter Electric Signal Mfg. LTD 1967 Leslie Street Don Mills, Ontario, Canada M382M3 (416) 441 -1833 UL, ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSi Minimum Flow Rate tor Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Die-cast, red enamel finish Cover held in place with tamper resistant screws Contact Ratings:: 2 sets of SPOT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 0-30 VOC Conduit Entrances: 2 knockouts provided for 1/2' conduit Usage: Listed Plastic. Copper and Schedule 40 iron Pipe Fits pipe sizes V 1 114' and 1 VT Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for 1' CPVC. and one for 1 1i2' polybutytene (CTS-Copper tubing size) Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing_ NEMA4 Rated Enclosure -use with appropriate conduit fitting. Temperature Range: 40° F1120° F (4.5' C/49° C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -130 Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 Optional: Cover Tamper Switch. oKier Stk. No_ 0090018 The vane must not rub the inside of the TEE or bind in any way The stem should move freely when operated by hand_ The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified TEE fitting may be installed on the pipe run_ INSPECTION AND TESTING. Check the operation o1 the unit by opening the inspector' test valve at the end of the sprinkler tine or the drain and test connection, if an inspector's test valve is not provided_ 11 there are no provisions for testing the operation of the flow detection device on the system. application of the VSR -SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having judsdiclion (manufacturer recommends quarterly or more frequently). PAGE 1OF2 RINTEO IN USA P07TF1Z Potter Electric Signal Company 2081 Cralg Rd./P O Box 28480 SL Louis, MO 63146 (314)878 -4321 1 (800) 325-3936 6" BELL SHOWN Potter Electric Signal Mfg. LTD 1967 Lesile Street Don MI ls, Ontario, Canada M362M3 (416) 441 -1833 UL LISTED, FM APPROVED Slzes Avallable:j8 and 10' Voltages Avallable: 2�YAC 20VA( 12VDC (102 to 15.6) Polarized 24V0C (20.4 tb 312) Polarized Servlce Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -40° to 150 °F (outdoor use require weatherproof backbox) Termination: 4 No_ 18 AWG stranded wires Finish: Red powder coating Optional. Model 88K -1 weatherproof backbox f'hese vibrating type bells are designed for use as tire, burglar or general signaling devices. They have tow power xonsumption and high decibel ratings. The unit mounts on a standard 4' square electrical box for taadoor use or on a model 3BK 1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT -IN TRANSIENT PROTECTION: SIZE 6 8 10 6 8 10 6 8 10 6 8 10 Neatherproo( backbox rnodel BBK VOLTAGE MQOEL 110. STOCK NO_ CURRENT (MAX) 12VOC P80126 1706012' 12VOC P80128 1708012 12VOC P801210 1710012 24V0C P80246 1706024 24V0C P80248 1708024 24V0C P802410 1710024 24VAC P8A246 1806024 24VAC P8A248 1806024 24VAC P8A2410 1810024 12OVAC PBAl206 1806120 12OVAC P8Al208 1806120 /2OVAC PSAl2010 1810120 1 Stk. No. 1500001 toles_ M:n'tmum E8 aat:ngs aue calculaled kom .ntey.ated sound pnesstne meastnemenss made a1 Und. wtseas Labwetones •s specf ed s Ut. Slandatd 464. UL lempe.alure aange :s 30' to t 50'F Typical 08 iat.ngs aae calctAated kont meastn s made with a Tonal sound level melee and a'e ind cauve of ou(ptA levels r en aclual instaltal�on. MKT 118850001 REV K 12A 12A 12A .OGA 06A 06A 17A 17A 17A USA _OSA .OSA SELLS PBA -AC PBD -DC TYPICAL d8 e 10 FT 85 90 92 87 91 94 91 94 94 92 99 99 MINIMU/A d8 ®10 FT 75 75 75 75 79 79 75 75 75 62 82 85 PAGE 1 OF 2 O CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name property Use property Zoning . . . Application valuation 05-00000693 Date 672146 822 MADELINE ST T6_30_00_1_0_4600-0017- RES NEW SFR 8/16/05 RS9 RESDNTL SINGLE FAMILY 152550 fL~ '3/r; j()~ ~/ Contractor owner ------------------------ ------------------------ GLC HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND (503) 227-0207 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS OR 97201 GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info 26.52 1. 00 9600.00 2546.00 1. 00 ---------------------------------------------------------------------------- Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 58008 1314.05 8/16/05 2/12/06 plan Check Fee Valuation 525.62 152550 ~ ~ Qty Unit Charge Per BASE FEE 5.6000 THOU BL-100,001-500K (5.60 PER K) Extension 1017.25 296.80 ---------------------------------------------------------------------------- 53.00 Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 58032 Permit Fee 36.40 plan Check Fee Issue Date 8/16/05 Valuation Expiration Date 2/12/06 .00 o rl.~ :r b t 2-. rJ \ ---------------------------------------------------------------------------- Qty 1.00 Unit Charge Per 36.4000 EC EL-LOW VOLTAGE Extension 36.40 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 58016 101.35 plan Check Fee 8/16/05 Valuation 2/12/06 .00 o Qty unit Charge Per BASE FEE 1. 00 14.7000 ECH ME- INSTALL 100- FAU 4.00 7.2500 ECH ME-VENT FAN 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 Extension 47.00 14.70 29.00 10.65 rJ ~ ---------------------------------------------------------------------------- Permit . . . . . Additional desc . Permit pin number PLUMBING PERMIT 58024 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel th provisions of any state or local law regulating construction or the performance of con.~trul'~':"........, ~~~ ,.-:;::::;----- .. ,,/ C96S Signature of Contractor or Authorized Agent Da e Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERlOR BRACED PANEL ONLY) T-BAR - INSULA TION ._r- . SLAB 1. .. ..~ WALL 1 FLOOR 1 CEldNG ~ I MECHANICAL ,.- HEAT PUNWI FURNACE 1 DUCTS G AS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL. LIGHT DEPT. 417-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION R.W.I PWI CONSTRUCTION - R.W. ENGfNEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_15 buildingpennit inspection record05.wpd [I/4/2005J CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 32] EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Permit Fee Issue Date Expiration Date Page 05-00000693 Date 672146 146.00 Plan Check Fee 8/16/05 Valuation 2/12/06 2 8/16/05 .00 o Qty Unit Charge Per Extension BASE FEE 47.00 10.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 70.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 ---------------------------------------------------------------------------- Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. lOrd. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:20 PM SROBERDS -- The proposal will result in a s.f. res w/attached garage in the RS-9 zone for total lot cov of 26%. No land use issues are noted. The correct subdivision name is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:48 AM GMCLAIN --__________________________ Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public. Works Engineering is required prior to prouring concrete. Other Fees ---------------------------------------------------------------------------- SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE ---------------------------------- 745.00 4.50 1025.00 ------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1597.80 1597.80 .00 .00 Plan Check Total 525.62 525.62 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3897.92 3897.92 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Date Signature of Owner (if owner is builder) T:IPoliciesl I 102_15 building permit inspection record05. wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD OS - (b 93 CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS lb- 11 . iX '-I """ (5 -.; ':) .TvL WALLS fP'l7.0"," / FOUNDATION DRAINAGE / DOWN SPOUTS ~ I'l-Zf () ~ ~~ PIERS POST HOLES (POLE BLDGS.) PLUMBING r1W~ )('1 (()~ UNDER FLOOR I SLAB ROUGH-IN //-/ro~or J J-L.- WATER LINE (METER TO BLDG) €s (-z;z. ( cJ -r -JL.-'-- GAS LINE BACK FLOW I WATER AIR SEAL WALLS 111_ I c;I ...I"J ~ I J I- L.- I CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF I CEILING e/-/Si ~ ) I-l.-- DRYW ALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION SLAB W ALL I FLOOR I CEILING liT-1-~_n<r J1-L- MECHANICAL MVlA- ~~ =) / . HEAT PUNWI FURNACE I DUCTS /ll/Ob GAS LINE WOOD STOVE / PELLET I CHIMNEY COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKlRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYfUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL - LIGHT DEPT. 417-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION RW. I PWI CONSTRUCTION. R.W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417.4815 "-J/\i1lV(/J JW BUILDING T:\Policies\1102_15 building permit inspection record05.wpd [J/4/2005] '0 Ie' '" '" o f-' ~ ~ () o 3: 3: t'l 21 >-l Ul OOI"ljO()~O"O WWt""ioo:I:;x::.ooL" ::::::-~;:;-~~;:;-~ CT\"'tIItv{J)~tvlJ:l ......................H........... ...........H NtvZrv (J)t>JZ OOG)O CoG:! 00 OUl'UO O'IO'\I-'IjUlOl"ljUl::i; H wLl >' Z I ~ .., t--'1-'-:t:>'OLn ott:l NOL".t:>o~t"'OO~ .. ~ H.. UlO II=>oIZI'0[() Ul\.D OOUltr:lO'\C:: >-l w '0 H CD '0 ~!\:Ei3~Ln !\:S; s; tJ 21 o >-l t'l Ul 1'O'"d1-'C-j '1:1 tIltIl-...Jt:""1 tIll-3 ;x::..;x::.... H :t:" H ~~Ot'l ~3: I-3..,O~ 1-3tIj II:II: Ie' II:.. 00"" 0 t"lL" t"l1-' " , , , 0 , 0 , , , , , , , , , , , , , , , , , , , , , , , '0 Ie' '" >-l '0 ~ ~ Ul ... o Io! o f-' CD CD " "'''' "'''' " 00 LnLn 'll t' ()~ Ot'l 3:0 'OqO le't'l0 t'lUl >-l>-l'll t'lt'lt' tJtJ~ ... ~ lzI t'lHl;) UlZ qUl'll ~I"lj~ ... Io! ~tJ t'lt'l UlUl q() Ie'~ >-lH Ul'O '>-l ()H 00 3:21 3: t'l 21 >-l Ul ;1>,-< 'Ole' Ie' 3: ' >-l t'l , "" '" , '0 "" , 'Ul 0'0 f-' , , , , , , , , , , , , , , , , , , , , , , , , , , ~ ~f3: : f-'f-' , '" '" , " , NNHI DOnl oo):>l! "''''Ie' t i! "' f-'f-'H "'021 ;I> Lnole' LnCD ~!\: '0'0 tJjtJj ;1>;1> ~~ >-l>-l II: II: 00 Ie'Ie' ()~ Ot'l 3:0 ~[iJg t'ltn ;;j;;j~ tJtJ~ ~ ... t'lH~ tnZ qtn 1e''O >-l 'll ; ... ~tJ>i ""t'l UlUl q() Ie'~ >-lH Ul'O '>-l ()H 00 3:21 3: t'l 21 >-l Ul 'll ; ... Io! ~ f its tJj Ie' '" '" o f-' w w " 00 "'''' " 00 "'''' ;I>~ '0<: '0 :>; '" '" o f-' tJj Ie' H tJ Ul tJ tJj Ie' w o f-' o f-' o f-' f-'f-' f-'f-' " "'''' ww " 00 LnLn f-'f-' f-'f-' " f-'f-' CD CD " 00 LnLn CD CD " "'''' "'''' " 00 LnLn ;1>,-< 'Ole' Ie' ;1>,-< 'Ole' Ie' ;1>,-< 'Ole' Ie' o~otIlOO'Ut-'L"t-'tx:l~t-'~t--'tIlO()otIlo~l-'Ijtx:l W~WC::WW~t-'~t-'C::~.t-';x::..t--'C::OO::r:OOC::OOtt:lOC:: :::-z:::-~6?L"~~;:;-~~:::-~:::-~;:;-~~~:::-~8~ "'~"'~"'mHW~N~OOOOtt:l-...J~t0{J)t0~-...J d~ ........... ...........H......................n........... ...........Hro........... ...........H........... ...........H........... ;x::..H tv NZNN tv NZ~N NZtv tvZN ..,Z o oG1oo~o OG1~O OQO OQO HQ a~o 0000 0 0 0 OUlO 0 0 "'''''''I-'Ij''''''~lJ1 UlH~Ul UlI-'IjUlOlJ1~lJ1UlZI-'Ij I--' H ~ Z::l.t:.::u wOo 1-3 t-'bt-'~oo{J)o o{J)~o~o~o~o~o~z~ r-JtvOL"~~I"Jj~ ~8HlUlI t0H~tf::>.CO wwU):::E; .. tv .. .... H.. .,;:r::- 11 .. 0 .. Z .. ,p.. .. C/) .. 00 '1:1 ;p. U1WO I--'t--'ZNtf::>.W1-3p,l ONWG),l:> I N"OUlOtr:lL" ,p.. 00 OO;J;:lOOO'lmH:;j C'\N\D U1U1.t>oOI.D I ()t"' t"' t-' om w w c:: 00'" I Z co .., rvH ~ ~ ~~ ~~~ ~~ ~ ~U1~a~~~ '" '" ~ w '< ;I> o ...........C.j t:l C.j hjHy t-<: LJ. L" t-<: L" tII Z t"' )::I I--'H P H ;:t:-{J)H {J) I--'tI:I en t:tj ::u t:tj q ~ ~ ~ >-l ~ 3: Ie' le'1I:1e' g "" "" fl "" '0 tJj ;I> ~ >-l II: o Ie' '0 tJj i:; >-l II: o Ie' ~~ <:<: t'lt'l tnUl UlUl '0 tJj ;I> ~ >-l II: o Ie' tJj Ie' "' :0: >-l 'll ~ ; Ul ... o Io! o f-' "'CD " f-' f-' "" " 00 LnLn III 'll ()~::a 00l 3:0 'OqO le'0l0 Oltn >-l>-llll tH1S ~ ... ~ lzI t'lHl;) UlZ qtn'll ~tO~ ... Io! ~tJl t'lt'l gj~~ Ie'~CIl >-lH", Ul'01:l 'O;j~ 00::1 3:21... Ei3 ~ 21 >-l Ul ;1>,-< 'Ole' Ie' ?;:S~8~ 'O~zztJ Ie'()t'l>-l", zgl~~ih q ()Ul :S:. >-l tJj 0 t:tj. :;d. ~ ()'O H~ >-It'l ",,'0 ;I> O~ "'t'l tJ '0 o ~w >-l' ~~ "0 t'l'" Ie'- t'l Ulf-' '" ooQQco VlO'\t""it""it-J I I () () t-J ow oo::r:::r:~ o 100 003::3: Ol-'t:tjtz:ltz:l 0'\ I (fJ (fJ t""i "''' H WI HHZ O'\ZZtz:l :;d I () () t:tj o. (fJ tnf-' >-l " 210 t'l' :>;0 o tno "'a ~ f-' W Ln CD 'O'OUl 55fii zztJ t'lt'lH <: H H 2121 UlUl '0'0 t'lt'l ()() >-l>-l OH ,~O ..21 '-<>-l !\:8 Ol~ Ult'l >-l Ie' Ie' H t'l ~ Ie' "" WLn "'0 ow "'''' CD'" w" , , CDO CD'" "'0 Ln" tJ'O ;>;;1> >-l" t'lt'l w , f-' " , o "'w s ......."'.... CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .'21 EAST 5TH STREET. PORT ANGELES. WA 91\162 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000693 Date 672146 822 MADELINE ST T6-30-00-1-0-4600-0017- RES NEW SFR 8/31/05 RS9 RESDNTL SINGLE FAMILY 152550 Owner Contractor GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info GLC HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND (503) 227-0207 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS OR 97201 26.52 1. 00 9600.00 2546.00 1. 00 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL BEST/ 2546 SQ FT SFR 58867 BEST ELECTRIC 143.20 8/31/05 2/27/06 plan Check Fee Valuation .00 o r l' ....J \~ ' }." \~ \ -'--.j Qty 1. 00 3.00 Unit Charge Per 73.0000 ECH 23.4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Extension 73.00 70.20 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:20 PM SROBERDS -- The proposal will result in a s.f. res w/attached garage in the RS-9 zone for total lot cov of 26%. No land use issues are noted. The correct subdivision name is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. connection fee $222.00 08/03/2005 08:48 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City ~'" '-.; ~\ ~ ,,\,, , . \' .~ ~\. \' \ COMJYtENTS/ ACTION NEEDED ELECTRICAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO UITCH lUUTGH_IN / CUYbK SERVICE FINAL I I I GENERAL COMMENTS: PW-II02.U [4'96] 'Q ~r"'fttI" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :l2\ EAST 5TH STREET. PORT ANGELES. WA 98:l62 Application Number . . . . . 05-00000693 Application pin number 672146 Page Date 2 8/31/05 ---------------------------------------------------------------------------- Special Notes and Comments road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 143.20 143.20 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1917.70 1917.70 .00 .00 COM MJ.:NT SI ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-lI02.I~ (4196) tJj tJj tJj >-3 '0 i;;:g~8t;jE; 0'0 H H t' >< ~ HlU '" '" H '0 'OlUZZZO >-3l'1 '- ~Q~;:ci~~ ><'0 m H )> 0 0 0 0 >-3 Zt' )>>-3m OlU '" H H ~. O- m "1l'1 >-3 0 tll tJj OZ '0 ~ '0 l'1' :u tJj. 0 OlU!<l lU :u lU-J -J-J -J-J 0l'1 >-3'- '-'- '- '- 3:0 '" '" '" HH 'Oco al-:3tI:lQL'OJ , ~~ 00 "'''' t'l'10 lJ"" "1 0'" '-'- '-'- l'1m , , <L'~l\.) Qo 00 00 >-3>-3tll ow l'1Ul UlUl UlUl l'1l'1C ;;~~n~~ t'- OOH l'1 ~ oon:r:: 0 mH 00 0 l'1 w r H "" , 3: t' )>"< )>"< lU z: en H l'1 Z '" 'Ot' 'Ut' l'1HQ '" , m "" t' t' mz 0 l'1 cm'O :u , H 0 ~~~ l'1"" Z m "" men 0 >-3 0 H Zo >-3 l'1 ::<;0 notootjotoaotI:l lUO I 0 :r::-.....lC:-J;J::>I-JC:-J..JC: l'1l'1 mH ::u-.........H.........<:..........H....................H mm!<l "1-J HNL' tvttjl\Jt'" I-'I--'L' COt>:l :u , UJU1tjO otjrooot::l t'lUCIl '-H'- ..........H......................H >-3HH "'Z'" NZtvtvZ m'Ot:l 0 oQo oG)ooG) '->-3~ 0 0 0 0 00 OH ZZ 3: Ul"1Ul U1l"IjU1U1~ 00 3: Ul 0 Ul 0 0 3:ZH mm l'1 ~I-'~O;::I--'~Ol-'~ 3: ~ '0'0 Z l'1 l'1l'1 >-3 , 00"" , ot:l~J\jt::l Z 00 m Ul .. )> .. Ul .. )> .. )> >-3 >-3>-3 ~1\J~OI-'l\.)l-3ow.., m OH ~ .f::>.l\.)H-J~,f::>Hl\.)WH :u0 , 0 , 0 0 .. Z 0 Ul Z "" Z Z ~~~~~~:€~~l"Ij "<>-3 Z ~~ 0 lJ1 ~ 1.0):=1 0 '0'0 m >-3 t' t' 0 :r::r: fiJ l'1?: l'1 Ot'''< t1L'LjCj....:) 00 ml'1 m >< t' >< t't'H ZZ 0 >-3 )> H )> HHZ , l'1l'1 ::: t' m l'1 m l'1l'1Q , ~ lU ~ lUlU , t' t' t't' , H ~ >< ~ ><>-3 , w lU , H , en t' 3: , 0 >< , l'1 , , .. , , "" , H , Ul -J , '" .. , , , 0 , '" , 0 '" , , '" , , "" , , , , , , , , , , , , 0'0 , , )>)> , , >-3Q , I l'1l'1 , , , , , , , , -J , '- '" Ul '- 0 Ulen OJ OJ >-l 'tI ::;;';~8[;jE; 0'0 H t:" >< ~ H", '" H '0 'O",ZZZt:l >-ll'J '- ~~~;d~fg ><'0 [J) >-< ;J> 0 0 0 >-l Zt:" ;J>>'l[J) 0", H H @' 0- [J) "'01 >-l t:l tIl OJ OZ '0 11 'tI 01, "' OJ ' 0 O",1<l "' "' ",.., ..,.., 001 >-l'- '-'- 3:0 '" HH '00:0 o~t:l:lG1L1OO ~.:::. CD CD t:"OlO "''''''' 0'" '-'- OlUJ , , <:L1t-3tv 1;)0 00 >-l>-ltll o Co> 01'" "'''' l'Jl'JC OOL1()I--'~ t:"- t:lt:l>-< o I t"l 0'\ 01 b oon::r: [J)H ~ 00 0 l'J '" >-< 0<> 3: t:" ;J>c.., "' :z: '" H 01 H '" 'Ot:" OlHG') '" , [J) Z '" t:" [J)Z 0 01 0:[J)'tI "' , z 0 ~~~ 010<> [J) 0<> [J)'" 0 >'l 0 >-< ZO >-l l'J , :>;0 t:1ottlootrl "'t:l I 0 ;t:>t-...JC:::...J-...JC::: l'J0l [J)H <:..........H...................H gj?'i~ "'.., tIjtvt"il--'l--'C1 "' , at::fooeot:l t:""'Ul ..........H....................H >-lH>-< t\JZNl\JZ [J)'01j 0 oQQOG) '->-l~ 0 0 00 OH H H 3: LnI"IjU1LnI-zj 00 , ZZ 3: '" 0 0 3:Z>-< , [J)[J) l'J el--'~Ol--'~ 3: ~ , '0'0 Z 01 0ll'J >-l IOt:lof::>Nt;I Z , 00 [J) '" " ;J> " ;J> >-l , >-l>'l I--'N!-30Wt-3 UJ , OH ~ .s::.ot:>.Hf'VWH , "'0 , 0 0 , " Z t:l 0<> Z Z , ~~~~~~ , c..,>'l Z , ~;:; 0 "';J> 0 '0'0 UJ , >-l t:" 0 :I::I: g , 01" l'J t::lliC.jCjI-3 00 , UJOl [J) >< t:"t:"H ZZ t:l >-l ;J> HHZ 0101 H , t:" UJ 01011;) < , @ "'"' " , t:" t:"t:" , H ~ ><>< 01 >-l Co> "' :;: '" , t:" , 0 , >< , 01 , , " , , 0<> , , H '" , , .., '" , , ,. , , 0 CD , , 0 '" , , '" , , 0<> , , , , , , , , , t:l'O ;J>;J> >'ll;) , 0101 , , , , , , , , , , .., , , '- , '" , 0 , '- 0 , "'''' , to >-l 'tl 1;;~i]8t,JEl n'O , I:" "' ~ H:d , H '0 'O:dZZZO >-l'" , '- 1:"[;Jf:l;J~Gl ",'0 , Ul H :P , 0 0 >i ZI:" :P>-lUl O:d , H j1. n- Ul "l'" >-l 0 , tll to OZ '0 ~ 'tl ",. :u to . 0 n:u:u :u :u :d-.J 0'" >-l'- , '- 3:0 H , H 'Oco O~ttlG1t-tCD ~~ ' 00 1:""'0 "''''''l 0'" , '- "'Ul , , <:t-t..,l\J Qo >-l>-ltll ow "'''' , '" "''''c OOt"l()I-'~ 1:"- , OOH o I t"' 0'\ '" , b oon::c UlH , 00 0 '" '" w .... "', 3: I:" :d z: '" H '" H '" , I:" "'HQ '" , Ul Z 0 UlZ 0 '" CUl'tl :d' Z '" , ~tO; "'''' Ul '" Ul'" n >-l , 0 .... Zo >i "', ,,"0 oto :dO, 0 -.Jc "'''' UlH '- H gj~~ "l-.J HI:" :d' 000 1:":dC/l '- H >-lH.... "'Z Ul'Ot:I n oQ '->-l~ 0 0 nH ZZ 3: "'''l 00 3: 0 3:Z.... UlUl '" H~ 3: ~ '0'0 Z '" "'''' >-l "'0 Z nn Ul :P >-l >-l>-l W>-l Ul OH ~ W H :dO 0 " Z 0 Z '0 "<>-l Z 3:"l ~~ 0 0 '0'0 Ul >-l 0 ~~ C "':>: '" "<>-l 00 to Ul'" Ul I:"H ZZ 0 >-l HZ "'''' < I:" "'Q , :u " , I:" I:" H "' '" >-l w , :d , H '" I:" , 3: 0 "' '" .- , '" , H '" , -.J '" , " , , 0 00 , 0 '" , '" , '" , , , , , 0'0 , :P:P >-lQ "'''' -.J '- H 00 '- 0 "'''' BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: DateRec.:((;-'1-oS 1 Permit#:O~~ 40-- www.cityofpa.us Print out form and fill out COMPLETELY in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Questions? Call: PERMITS (360) 417-4815 Fax (360) 417-4711 Date Approved: Date Issued: Applicant or Agent: GLC Homes Inc Phone: 360-683-8865 Owner: GLC Homes Inc Phone: 503-227-0207 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 Architect/Engineer: Larry Smith (GLC Homes Portland office) Phone: 503-227-0207 Contractor GLC Homes Inc State License #: GLCHOI*972KE Exp: 12/15/06 Phone: 360-683-8865 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 PROJECT ADDRESS: 8 i2. ?- Madeline S. 'T ZONING: RS-9 LEGAL DESCRIPTION: Lot: /6 Block: Subdivision: Mountain View CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: GLC Homes Inc, Gerald R Engler Billing Address: 1975 SW 1 st Avenue Ste H City: Portland. OR 97201 Credit Card Type VISA XXX MC _ Exp. Date: 04/08 TYPE OF WORK: SIZENALUATION: i!I Residential Ii2I New Constr. 0 Re-roof 0 Stove 1,728 SF. @ $ 75.00 /SF. = $ 155,520.00 o Multi-family 0 Addition 0 Move fa Garage 604 SF. @ $ 25.00 /SF. = ~ 15.100.00 o Commercial 0 Remodel 0 Demolition 0 Deck ? ,1fl}'}- SF. @ $ /SF. = $ l' _ ~ o Repair 0 Sign 0 Other TOTAL VALUATION $ nO, (,/),,0- BRIEF DESCRIPTION OF THE PROJECT: ~ulla new smgle familY reslaence ana arracriea garage. COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3 No. of Stories: ~ Lot Size: "Cf '300 dsting Sq. Ft. J!1 Total lot coverage_ ~,.O Occupant Load: Construction Type: V & Proposed Sq. Ft. ~. ,?~l;J').. = TOTAL Sq. Ft.~, 85:2 % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 41 7 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended re than once. e and correct. I am authorized to apply for this permit and . and that I must . such pens', Prlo;:;:; ~~ Date: '? '(:? (7.s I hereby certify that I have read and examined this application and know the same to understand that it is my responsibility to determine what permits are required, not www.cityofpa.us r~ (') ,. r f1:l q " q q enl '" 0) .0: '" '" 0 o 0 ~ q 14.5' en - -t m "'C i" )> Z 77.5' N 33'14'59" E C1""' C7-~ 4y /;r ::2 ~~6//7.- ~~.~ ~J F}C:i7'.:: ~~ ~ r -r-,,(_ "1~7 . / ~~ Cr r- /' U~ e'f- / / +- /// / -/ -:u~ / ~~--L SS- .m Gl (');U )>0 CD c: 1'". ~5 IVlk~ me r.., a~- ^- 1'\-1'\-1'\- ;Um oen ~ ""[lCDr meO ;UF-f Soen OZN mGl!':' ,.)> ;U;U ~~ (") -Hn r g?<:ij~ zoQz ::<.. < e .. in;:: -CD Om ?;?1 -nn ~ii1 en)> eno eno ..,;u ~m I men :j" ;::~ 00) c: Z .., ,. Z < m :r,; m en ~ .., m en ;:::r,; rm;:: :r,;en)> ,."'0 C:~m fri~C mIZ enm 0.., en ;u;u.., <:m;u mmm ..,m ",.., "" "'! ,","'co Olf.nW ~""o 00)0 en en en ODD ."."." ..,..,.., (') > ~ ;:: (') o c: Z ::< "" "l en '" '" 0) 0 ~ 0 d q OJ m ~ I i I : " i I : " I I I :~ I li~~ " I ~: _i 33.75,::E J. :S I :S-=:JO '" OJ r ! 1~! ~I j ~ 0 ~ ~f 0.0-4-02- a > MOUNTAIN VIEW cnj f R till ~!I' ~ ?: 1975 SW FIRST AVE. SUITE H c 0 H -"tI~ .. 'i:Poi 0 ~ ~ ;; SINGLE FAMILY HOME 62'2- V1o..dc/ 1>1 e I~ PORTLAND. OR 97201 ~J jl.. ~ ~ OFFlCE: (503) 227.0207 ~- n:~ ~r ~ FAX: (503) 227-Q208 ..0 kg; ":::J " LOTt6 EMAIL O,"'ICE@GLCHOMES.COM Q N ~ ~ ~ ~ 0 PORT ANGELES, WA WWW.GLCHOMES,COM 8 3 ::l 3 3 n o 3: 3: '" Z >-l Ul 00'0 ~~@ ""0 ro WWH ----____n N N 00:;: 000 UlUl", ?< Ul ~ tl Z o >-l '" Ul 00 f-'f-'Ul '" "'''':;: ")(lJ '" "' 'O'On 3:3:0 Z Z "'"'''' <:<:n "''''>-l UlUlH UlUlO Z '0 :;: N >-l 'll' ~ ~ Ul >-< o >i o f-' coco -------- NN NN -------- 00 UlUl CIl ()",f(l O"'S 3:0 'OC::O ro",o "'Ul >-l>-lCll tHH >-< >i "' ~ "'HO< UlZ ~~I :JO'tl '0:;: 3: ~ ~6J8 UlUl~ c::n ~~~ Ul'O ____>-l nH 00 3:Z 3: '" Z >-l Ul O():80'1;j OO::r:;:c..OOt-l ~~~~~ N(J)::dtvt:x:l ____ ____ H tv C/)(\JZ o COG') OU1'1jO U10r-oUl~ Wro :JO' ><: >-l DUl O/)j tf::>,ot:>t"'OO::<:! .. .t:> H.. ,t:.1 Z!\J(J) OOU1tI:1O'\C: W '0 CO '0 ~U1 ~~ , , '-< '0 , t""" lrll-31 H pHI tI:I ::03:1 ::u t-itIjl t'""l ::r:., I ><: 0' rof-' -.I, 0' o '0 ro '" >-l 'll ~ ~ Ul >-< o >i o f-' COCO -------- NN NN -------- 00 UlUl 'll to< n:<1 0'" 3:0 'OC::O ro",o "'Ul >-l>-l'll "''''to< tltl~ H "' z: "'HI;) UlZ C::Ul'll ~'1:1~ >-< >i :JO''-< 'Oro ro "'tl "'''' UlUl c::() ro", >-lH Ul'O ____>-l nH 00 3:Z 3: '" Z >-l Ul 1--'1--' 1-'1--' 1--'1--' 1--'1--' .................... .................... 1-'1--' 1--'1--' ,t:..t::> ,&::.,1:>0. .................... ..................... 00 00 UlU1 VlU1 :JO':JO' :JO':JO' 'Un '"On o 0 I--'l--'l--'tIj1--'1--' tI:I f-l1--'1--'t""'1--'1--'1' .................................tI1...........,ttj f-'1-'1--'(11--'1--'() Il=>o,t:.ot::>1-3.t:>,t:.1-3 ...............................::0......................::0 tvNNH!\Jt\.JH CaDOGan ooo;:t:>oo~ UlUlUlt"'LnUlt"l Ul "' DOOMaoO t0NIV::dI\.)WC:: .. .. .. <: .. .. G) I--'I--'I--'HI--'I--':I: 1.D-J..JnOO-Jr '" H Z 'Ut-cI'"O '0'1:1 3:3:3: 3:3: :JO':JO':JO' :JO':JO' 000 00 ~~~ ~~ '" '" ro ro Ul f-' o 0 f-' f-' >-l ><: '0 ---- Ul o t'l n",f: O"'~ 3:0 'OC::O ro",,.. t'lUl >-l>-lt'l "''''to< tltlt'l ~ "' >-< "'H~ UlZ C::Ul ro'O >-l "'tl~ "''''CIl UlUl>-< c::no ~~t;l Ul'O::l 1...........!-3J-.i 88~ 3:Z 3: '" Z >-l Ul Ul c:: ~I , tJJ' "" Ul' >-l: '" ro '" n >-l "' H n OJ ro H tJJ ro W tl Ul tl o f-' o f-' o f-' f-' f-' f-'f-' -------- f-'f-' COCO -------- 00 UlUl COCO -------- NN NN -------- 00 UlUl ~ ~ :JO''-< 'Oro ro :JO''-< 'Oro ro t-tl--'ttlwl--':8l--'ttlonotDoyl-JjtII )::l I--' c::: 1-'- I-' >- I--' c:: 00 ::r: OJ c:: CD tI1 0 c: ~~~~::::-~:::-~;:;~-;:;~::;-~~~ i-<;1\Jt:10000tI:l-Jt:ltv{J)!\Jt:l-J t:Jtj ...........Hrn......... ..........H.......... .........H............ ):::lH !\JZ~rv tvZ!\J NZtv "'z aG)l-'o OG)O OG)O HG) o 0 0 OUlD 0 0 U1HllJlT1 lJ1ITjUlOUlt:!U1l11Z"Ij Z:J If::>, ::u wOo 1-3 o~o.o~o~o~o~o~Z~ ot::>t"'HlUlI NH,t>..t:> 00 wW(J):8 ~ 1-1 .. 0 .. Z ." ,.p. .. ill " co 'l:I ):::l ,t:.W1-3llJONWQu:>. l\J'1:IVlOtI:ll' O"lCJ'\H;::! CJ'\tvl,O UlV1.t:>OI.D lOr' I--' Om w w c::: oo~ I Z co ,., t0H ol-tj 0'1:1 '1:l '1:1U1~ 'O-JO N3: ,,"3: 3: 3: 3:tl3:"'Z N '" "' W '< :JO' t:l ..........Ct t:l '-i 'UHCt ~ U. t"'" -< t"' tIl Z L' ~ I--'H )::> H )::.IC/)H fJ} I-'tl:! (I) tl1 :::c tIl !ii ~!ii~;J~ ~ ><:~><:g><: '" '" o N N '" CO tJJ ro '" :;: >-l 'll ~ ~ Ul >-< o >i o f-' COCO -------- f-' f-' -.1-.1 -------- 00 UlUl tll 'll n",~ Ot'l 3:0 'OC::O ro",o "'Ul >-l>-ltll tltl S b >-< "' z: "'HI;) UlZ C::Ul'll ~~~ >-< >i "'tl, to'" UlUl:<1 c::nt'l ro:<1C1l >-lH>-< Ul'OO ~~~ oo::l 3:Z.... ~ ~ Z >-l Ul :JO''-< 'Oro ro ~:;;~8EJ '0 ",ZZtl c-<nttjl-3:::C1 tIl::u:::ctIl zro :JO'Ul c:: nUl 3: . >-l tJJ 0 '" . "' . :<1 n'O H", >-l'" ><:'0 :JO' 0", "'tj '0 01-' :<1f-' >-l____ N ~~ G)o "'Ul ro- t'l Ulf-' W ooG)G)ro lJ1<J\~~l\J I Inn l\J ow oo~~~ o IOO;t:- 00::::3:0 OI-'t1jt1jttj <J\ I OJ OJ t-t "'-.I H W HHZ <J\ZZtr:1 :::Clnn tr:1 0 . OJ Ulf-' >-l -.I zo '" :;:0 o UlO "'0 "', W N o f-' 'O'OUl :>::>:c:: oOtJJ ZZtl "''''H <: zz UlUl '0'0 "'t'l ()() >-l>-l OH "'0 .. Z '-<>-l ~~ "':'; Ul'" >-l Wlll '" 0 ow ro ro H '" "'. ro ><: "'N CON W -.I , , COO CON '" 0 Ul-.l tJ'O :JO':JO' >-lG) "'''' f-' f-' ---- N W ---- o Ul'" BUILDING DIVISION . CITY OF PORT ANGELES * * Correction Notice ." Job Located at ?zz- ~l ' / ~ , ' -- \ rk--\D ~~ ( 4 l.X.lv { -' Inspection of your work revealed that the fOllowing is not in accordance with the codes governing the work in this jurisdiction: \--J../ 5( ; (-vt-l-{.7 ,r-. \- AlA..) L" j (, T- ~ T CL.( 'L.t,l) ~ These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call f! 7 f k / r- for inspection. ~ r\. .. ,/ Date ;1 /'r~/c:, / .' / /j . I I Ir'l'spector for Building Division DO NOT REMOVE THIS TAG ~~ ~ ? ~ \0 ~~ ~~ ';j t:::::J ~ :E:l-'tIlO()ottlO~"'IjtIl :J:::If-Ic:::co:r::ccC::COtI:lOC:: ~:::~~~-;:;-~:::-~~~ tIj-.,Jl::jNC/)Nt:l-.J t:lt:1 ..........H.......... ..........H.......... ;J;:>IH t'Vzrv r-JZN 1-:32: oQa oG)o HQ o aUla 0 0 lJ1"'IjUlOUlt:lUlU1ZI-Jj ,t::. ~ wOo 1-3 ~o~o~o~o~Z~ INH~,p..ro WW(f)~ 0.. Z.. oJ::>. " (I).. (Xl '"d ~ NWG),p.. I Nl-QLnOtt:!t'" I N\D LnLntf::>O\.D I ()L' w w c::: 001-3 00 >-3 r-.JH ~ ~Ln~tj~~@ '" :t> 'OH'-< toZt< :t>WH '" "' '" '" :I: t< o >< t< .~ :~ ' t< , , , , , , , , , , , , , , () o 3: 3: "' Z '" (f) ~ o Z o '" "' (f) o >< :t> (f) ~ ~ to t< w o (f) o o H o H en en , , "'''' "'''' , , 00 ll'll' :t>'-< 'Ot< t< '-< t< H "' '" t< >< to '" 'Q t< >< ; '" '0 :>: , (f) H o 0 >'l H en en " H H "" , , 00 ll'll' to 'Q ()"'!'l "'0, ",OJ (f)(f)!'-< 'Ot< t< ~~~8E; ()'O H'" 'O"'ZZO ,"OJ t<()",,"'" ><'0 "'''''''"' :t> Zt< :t>(f) 0'" ~, ()(f) ",OJ '" 0 to 0 '0 "', "', OH '" "'H '"' H ooG1QCO ~~ 1ll0'\t"lt"'t--J , , ()()<0 "0 OW ",ll' oo::r::r:::s: t<- :;~~~E; "' , WH o.......tIjtI:ltt:l W '" (f)(f)t< "''' H W W HHZ " "'ZZ", '" ()() 0 "' 0 ' (f) H (f)H '" " Zo "' , :>:0 0 (f)0 ""0 '" ZZ (f)(f) '0'0 ",OJ ()() '"'" OH "'0 .. Z '-<'" 'O'OW ~8 55iii "'~ (f)", zzo '" ",",H t< <: t< H "' Wll' '" "'0 t< OW >< "'''' en'" W" , , eno en'" "'0 ll''' 0'0 :t>:t> '"" ",OJ H H , H en , 0 ll'''' t:J tll o-J '" :t''OooE; 0'0 Ul r< >< ~ :g!;;~~t:J H~ t:J '" '0 o-Jl'l ::8 '- r<Ol'lo-J~ ><'0 Ul H l'l~~l'l :t' 0 0 0 o-J Zr< :t'Ul O~ >-' >-' !ji. OUl "'l'l o-J t:J Il:I tll 0 '0 .~ '" l'l' ~. 0 O~l<l ~ ~oo 0000 Ol'l o-J'- '-'- :;:0 '" >-'>-' 'OC::O ol-3QQco ~.<:: ...,..., t'l'lo 1Jl000t"it-lN '-'- l'lUl , , 00'" G)o 00 o-Jo-Jll:I OW l'l'" "'''' l'll'lC:: oo::r:::r:~ r<- t:Jt:JH 0100 l'l ~ 003:3: Ul>-' oatIjtJjtIj w -t~ H m' UlUlr< :t''-< ~ Ii!: \0>-' H '" 'Or< l'lHGl W, HHZ m r< UlZ oZZl'l C::Ul'" ~ , 00 0 ~~~ l'l "" . Ul "" Ulm o-J 0 H ZO o-J l'l' ::80 ()otJjOC-jI'tjb:l ~t:J I 0 ~00C::00l'l0C:: l'll'l Ul>-' ~~~~~~~ i!!~~ "'..., ~, 0 cnNt!-...J t:Jt:J r<~CIl 0 '-H'- :t'H o-JHH Z "'Z'" o-JZ Ul'OO o-J oG)o HG) '-o-J~ Z "'0 0 0 OH ZZ OUlt!IJlIJ1ZI-zj 00 c:: w 0 0 o-J :;:ZH UlUl l'l , ::8 WHG) :;: ~ '0'0 t:J lJ10Z01 Z'- l'l l'll'l ,,"00 WW(J)::E: Z 00 0 ,f:>, .. (I) .. OJ t-cl :t:>' o-J o-Jo-J Z , W"tl1110tI:lt'" Ul OH o-J lJ1~OI.DI or< ~O 0 W c:: ooo-J .. Z 00 o-J "'H Z lJ1~tJ~;;g '-<o-J l'l ~8 :>< ~ 'O'OUl o-J :t' 55~ l'l?: 'OH'-< Ull'l '0 tllZr< ZZt:J o-J :t' :t'UlH l'll'lH r< G) ~ l'l < l'l o-J ~ r< ~ r< H 0 >< l'l r< w'" ~ mo r< ow >< m'" 00'" w..., , , 000 00'" mo "'..., 0'0 :t':t' o-JG) l'll'l 00 '- '" '" '- 0 "'''' 'U >-l 'U ::;~~8Ei O'U t' ><: ~ H:<1 '" 'U 'U:<1ZZ0 >-It>:l "- t'Ot>:l>-l:<1 ><:'U w H t>:l:<1:<1t>:l :J> 0 0 >-l Zt' :J>W 0:<1 f-' ~. OW ''It>:l >-l 0 'tl to 0 'U ~ t" t>:l. :<1. 0 0:<1 :<1 :<100 Ot>:l >-l"- :S:0 '" 'UC::O of-3G1G1oo ~~ t't>:l0 11l0"lt"'t"'ru t>:lW , , 00'" Glo >-l>-l'tl ow t>:l<.n t>:lt>:lt" OO::r:::r:~ t'- OO~ o 100 t>:l 00:S::3:: Wf-' ootz:ltI:ltIl W ~~ H '" , WWt' :<1 il!l 1Of-' H <.n t>:lHGl W, HHZ '" wZ oZZtr:I C::W'tl :<1 , 00 0 ~~! t>:l". . W ". W'" >-l 0 H Zo >-l t>:l' ";0 n:EOt-c:l :<10 0 :I1:J>00t' t>:lt>:l Wf-' ~~;:;-~ WW "l-.J C::O :<1 , m:=tlNtI1 t':<1 "-H >-lH W"'Z W'U 0 C::oGl "->-l 0 <.n'UO OH ZZ :s: O'UU1:E: 00 :s: Wt' :J> :S:Z ww t>:l , ><: >-l :s: 'U'U Z <.n Ot>:l t>:l t>:lt>:l >-l tf::>.t"'OO:;O Z 00 W ,p..H.. >-l >-l>-l , Z"'W W OH ~ llltI:lO'lC::: :<10 w 'U " Z 00 'U <.n ~S; c,>-l Z ~~ 0 'U'UW >-l ssg t>:l~ t>:l 'U Wt>:l W to>-l ZZO >-l :J>H t>:lt>:lH t' :<1:S: <: >-It>:l t' :I1 " H 0 t>:l t'f-' W<.n :<1 -.J "'0 t' OW ><: 0 0 "'''' 00'" W-.J , , 000 00'" '" 0 <.n-.J O'U :J>:J> >-lGl t>:lt>:l 00 "- '" '" "- 0 Ul'" tD .., '0 ;:;~~8EJ 0'0 t" ~ ; H", "l '0 'O",ZZO ..,ol :>: , t"OOl..,:U ~'O m H Ol:U:Uol )> 0 0 >-l Zt" )>m O:U >-' ~. om "lol .., 0 1Il tD 0 '0 t) '0 ol. :U. 0 o:u:u :u :u'" Ool .." :;::0 >-' 'OCo ol-3QQoo ~::: t"Olo UlCJ'\t-tL'!\J Olm , Inn!\.) Glo ..,..,1Il OW OllJ1 OlOld oo:r::I::~ t"- OOH o 100 ol S 003::3: m>-, ootI:\tl:!td W t~ H '" , mmt" :u ti!: \0>-' H W OlHGl W , HHZ W mZ ozztrj cm'O :U' 00 .<> ~~~ ol'<> . m W m'" .., 0 H Zo >-l ol' ~, :>:0 "'''ltD ",01 0 olOC Olol m>-, ~~~ gJ~~ "l-J "', 00 t":um )>H ..,HH ..,Z m'Otl 0 HGl '..,~ 0 0 OH ZZ :;:: lJ1Z"l 00 :;:: 0 .., :;::ZH mm ol WHGl [!j ~ '0'0 Z , Z' OlOl ~ .., wm:>: Z 00 m "''0)> .., ..,.., oOlt" m OH 'ot" :UO "'.., ". Z IV H -JO "'.., .<>Z ~~ '0 'Om 66~ ol~ mOl ZZO .., OlOlH t" < t" H ol WlJ1 "' "'0 t" OW ~ "'IV "'IV W-J , , "'0 "'IV '" 0 lJ1-J 0'0 )>)> ..,Gl OlOl '" , >-' -J , 0 lJ1-J BUILDING P~~w~il~f~a.~PPLlCATION 7 ,1 Print out form and fill out COMPLETELY in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. J. Questions? Call: PERMITS (360) 417-4815 Fax (360) 417-4711 J Applicant or Agent: GLC Homes Inc Owner: GLC Homes Inc Phone: 360-683-8865 Phone: 503-227-0207 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 Architect/Engineer: Larry Smith (GLC Homes Portland office) Phone: 503-227-0207 Contractor GLC Homes Inc State License #: GLCHOI*972KE Exp: 12/15/06 Phone: 360-683-8865 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 PROJECT ADDRESS: 82-:2 M~.PELrNe WNING: RS-9 LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: 17 Block: Subdivision: Mountain View Credit Card Holder Name: GLC Homes Inc, Gerald R Engler Billing Address: 1975 SW 1st Avenue Ste H City: Portland. OR 97201 Credit Card Type VISA XXX MC # Exp. Date: TYPE OF WORK: SIZEIVALUATION: Ii1I Residential Ii1I New Constr. 0 Re-roof 0 Stove 1,778 SF. @ $ 75.00 /SF. = $133,350.00 o Multi-family 0 Addition 0 Move ~ Garage 768 SF. @ $ 25.00 /SF. = $ 19,200.00 o Commercial 0 Remodel 0 Demolition 0 Deck ;25J1b SF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOT AL V ALVA nON $ (CYJ.., C?70 BRIEF DESCRIPTION OF THE PROJECT: Build new sinale familv residence and attached aaraae. COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3 No. of Stories: 1 Lot Size: 9600 Existing Sq. Ft. ('"> Total lot coverage ;2~ (S~ Occupant Load: Construction Type: V & Proposed Sq. Ft. ;2.o~b = TOTAL Sq. Ft. 9S"J./r, % APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. V ALU A TION OF CONSTRUCTION: In all cases. a valuation amouut must be entered by the applicant. This fig will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRA TION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. -~, I hereby certify that I have read and examined this application and know the same to true and understand that it is my responsibility to determine what permits are requi d, not t Ity' 0:-" www.cityofpa.us A l.;rvd~lV1tJ - -r~~.~ - to \i',j. 0. M~' yer\k, s ----- tH\ (-;)Vl"-fJo.-.~ I \_ ~N- -- I rvc-?\~ - I Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department UseOn!y Lot: -.:i::\- \] Address: f?:?6. .t!~eL(r1e , CitY:~ ~~iE> ~ State: l J-...)~ Zip: '1'<6'3 ~ .~ contact~~er~ Phone: ''?f~.- %1-02..2.. ~ . Permit#: Notes: Phone 2: Fax: Un ill1Ite azmg tlOn ny Glazing Glazing U-Factor Door9 Wall Wall Wall Slab4 Option ArealO U- Ceiling2 Vaulted Above Int4 Ext4 Floors On % of Floor Vertical Overhead ]] factor Ceiling3 Grade Below Below Grade Grade Grade ill Unlimited Group R-3 DAD 0.58 0.20 R-38 R-30 R-21 R-21 R-I0 R-30 R-IO Occupancy Only Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 r'dGl' O' 01) See the code text for footnote references This project complies with the following: v" The project is a single family residence or duplex. v" The project is wood frame OR all of the insulation is interior or exterior of the framing. v" All building components meet the requirements listed in Table 6-1, Option III. v" The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception o 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception 'I ? T)' pE:. D F l-h~A\ SOU1d...<':-Z. B~r .--. \; 1J~1\l~ F Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive - Simple Form - Climate Zone 1 7/26/2004 rJ ~ tf.l~ ~ ~~tflr-- 00 1I1000~ tf.l ~b::gjM ~ I~~~ ~ O~;;;- ~ ~rIi~~ ~ :l~o; z oU~.. 9 ~j!t~ 00 -UOr:.. I-l U ~ ~ I: o-o'J;~ IHl-IS :1 0-0-1" _,It O-o--L i / = . I i i ./ I I I i Lo~ =t , I I I I ; ! 1 1 / . i I -iH / , C'\ IN ~ N I""' I :i // !:ljl:l ~lll Ill! ,~ I j _U I :!"" ~. ---- I ~~,,~,~.--- +__00 """"--.-.----, 01 i !~. _____J-~SJO~!t / II j : Ii ~~.~.___1~--1._ -._-~ / N I : ~ "" : / ulUi / II' / ---,- III "'I I... ",! I -"_. '" -- I j " I : " . I '" ! I "'_~""~"",,,' .=..... .=, ~ I _I i I ! I ! i i ~- w_ / I 0:~ / n._~~.___! / ---- I i ~'!; I ""<\ , i .______,____~_'__R. -f ~'fI I ~. ==="",,'"'" =.~l.=========,~..~._. f ! ~~ I I i r~ "..-- ...............- r---==----.:::o I ) ; i La I . I:o-o.\!' ).1.. 0-9-i;t: "w-'l! 0-0-' j 0'"9'*81 0'"'0""1," . < ~ ~ rI..l " ~ ~ ~M~ O::bJ) 0 ., ~ .I~ ~ ~ ~ Z t. 8 SI-lootial ~Oo~""~ ... tl. * '" .. <} .. i 0 ,~ as 1""4 c ~ ~ ~ ~ E o l() ":'l 0 &N~f-4 ~ I ~ iL ... 0 u ~ III fll o ~ Q 0 .ii .i:l ~ .~ ii; f-4 ~~ ~ j ~ \0 ~ ~ - L 'V" rn GlC HOMES TMOT- R168481161 Job Refer"erll>> {oPtIonal} 6.1011 s Sep 17 2O\lII MlTlIk Induslrles, Inc. Frl.km 1008:404,54 2006 Page 1 r:C7 I:~SS J:= PRECISION ROOF TRUSSES. ClACKAMAS,OR. 97015 ~ 1-0.0 >>8-0 >>8-0 41-0.0 ~ --l SxS "" Se8Ie..1'74.$ 13 $.00 ['iF 3llS ~ :12 3>5= 23 ... 1;1; 43 42 41 40 38 38 37 S6 lIS 34 33 32 31 3llIl::: 30 211 28 27 28 2S 24 3>5= . LOAPING (pst) SPACING 2-0-0 CSt DEFI.. In (loc) IIdIlfl LId PLAlCS GRIP TCLL 26.0 PI8fes Jncr_. 115 TC 010 Vert(ll.) -0.01 1 nlr 120 MT20 2201195 (Roof Snow=25. 0) Lumber lnc:ruaa 1.15 Be 005 Vor1(TL) -0.00 1 nlr 90 TCOL 70 Rep $tnJu Ina- YES WB 019 Horz(TL} 0.01 23 nla nla Bell. 00 BeDt 10.n Code IBC20031TPt2OO2 (MaIrix) Weight 256lb 41-0.0 41.0.0 LUMBER TO? CHORD 2X4 OF No.1&BtrG BOT CHORD 2X4 OF No.1&BtrG WEBS, 2X4DFStdG entERS 2 X4 OF Std G BRACING TOP CHORD BOT CHORD WEBS S1ructural wood shea1lItng d1rec11y applied or ~O oc purPna. Rigid ceilinl1 directiy llPp/Ied or 10-0.0 oc bracing. 1 Rowatmldpl 12-35,11-36.14-32.16-31,18-34 REACTIONS (1bI8lze) 200173141-4-0,23-&3141-0-0,350'167/41-0-0,36=168/41-0-0, 37"'168/41-0-0, 38=188141-0-0, 3M6B141..(HJ, 40=187141-0..0, 41=170141..(HJ, 42=15S141..(HJ, 43=200141-0..0, 32=167/41-0-0, 31=168141..0-0. 30=168/41-0-0, 29=1~1-o-o,28=1~1-o-o,27=167141..(HJ,28=1~1-o-o,25=151141-0-0,24=2ZU41~O,34=154/41-O-O Max Hoa2=282(Io8d ca8e 7) Max Upllft2=-52(Joad case 5). 35=-71 Qoad ca"" 7), 36-94(Joad cue 7), 37-e7(1oad case 7). 3B=-8B(10lld eao 7). 39=--88(Joad c:ase 7), -40-B8Qoad calle 7), 41=-88(lOlld case 7}, 42=-88(1oad Clase 7), 43=-93(load CllM 7), 32~ad case 8). 31--1I7Qo8d case 8), 3O=-86(load caw 8), 29-88(1oad case 8). 28:-8l1(1oad CllM B), 27-e7(1oad oase 8), 26=9O(1oad case 8),.2s-711(Jaad case 8), 24=-12O(1oacl CII8e 8) Max Grav2=263(1oad case 2). 23=13-4(1oad case 3), 35'=252(1oad case 2}, 3ea247(1Cll1d cue 2), 37c247(1oad case 2), 38=247(1oad case 2). 39>0247{Joad <*e 2). 40=246(load case 2), 41"250(10ad c:ase 2), 42e233(1oad C888 2}, 43e290(Ioa1i case 2), 32=254(1oad case 3), 31=248(1oad case 3), 3Oa248(1lll1ll ClIllll 3), 29R248(1oad CIIll8 3), 28e248(10111i C85113), 27c246(1oad case 3). 28=264(load OBse 3), 25=223(1oad case 3), 2""'328(1oad a1se 3), 34:218(1Cll1d case 8) EXPIRES; 01-24-06 FORCES (Ib) " Maldmum CompiessionlMaximum TenBion r TOP CHORD 1-2eo/48, 2-3....300163. ~3-4180, ~o:..1781111, 5-6....1201140, &-7"'-1131144, 7-B=-a<ll1 n. 8-9=~9. 9-10=-6412~ 10-11"-641274,11-12"-&41310, 12-13-67/331, 18-14a.67132O. 14-15'"-6-41274. 15-16c-841212, 16-17=-&11155. 17-18=-641114,16-19=-64181,19-2000-65149.20-21=-83130,21_2200-137123. 22-23=-209146 a...~O PROF!" BOT CHORD 2-43=01214.42-43=01214,41-42=01214,40-41"'0/214, 39-40=01214, 38-31l=o01214, 37-3B=Or.Z14, 36-37a0!214, 36-36000/214. ~~\>. <"8& 34-35-0J214, 33-34"'ll1214, 32-33=01214, 31-32=01214, 30-31..01214, 29-30-0J214, 28-29-01214, 27-28=01214. 26-27=01214 ~ iC;.~GINE'~~ ~ , 25-26"'ll1214, 24-25"'ll1214, 23-240=01214 '. $ 12.3S....21211l5. j 1-3&....207/118.10-37=--207/11', 9-38=-207/112, 8-39....207i112, 7-40"-206/112,6-41....209/112, (l:' 4-42"'-1871109,3-43....2381125, 14-32=-21418B,16-31=-2OB/121, 15-30=-2081110,17-29-2081112, 18-28--2081112. 1e-27"'2071111, 2ll"2EJloo.-2111113. 21"25"-1931105. 22"24=':25fl.1137; 13-3ll=-1'94IlJ WEBS NOTES 1) VIAnd: ASCE 7-98; 1 OOmph; h~25ft; TCOL=4.2psf, BCDL-a.opaf; CallogClly U; Exp C; enclClllad; M'NFRS gable end zone; cantUewrleft and righlexposed ; end vertk:alleft aDCI ri&ht~; Lumber OOLe1 33 pi'" grip DOLe1.33. 2) Truss dMlgnad for wind Iollds in the plane or lI1e truss only For stud. exposed fDwind (normal to the face), _e MrTek "Standard Gabl. End DetaIl' 3) TeLL: ASCE 7-98; pr.,2S:0 psf (lIat roof anow); Exp C; Fully Exp : l= 454-0 ~~ loads have been considered fDrthia daign. [ EXPIAAilON DATE: 12.:31.(]5 J June 10,2005 Ai. IVARNIlrO. ~ .....__ - _ON,... ~ma.l1JIIi:D _ JU:P'JEItII:lVCJOAOZ_,..,,..a BlI'OlU:-' ~- tar_onTy_MT__ '!hili dMign ir basoed only """" jxwamelen -. ono'is Ie< on incivIduCII buidIng c:c>mponIInl. 01 design ond _lnc:apcxajian <>f c:omponenIlo ~lty 01 deligllor. noIlruu designer. 8I<Idng "'-' ir bt.:r.""""",Of~ _~. Adcliticnallemparary tlmc::Wlg to IN.....~UIlng conm.:lfonls1he~ c4 the -x.-. AddIfii>nQI permclnenl -"11. oflhe o....lst'uclure is the re.opo.-Jy ot the buIcIing desig....... Foroen-J guIdonc:eNQQlding ~ qually conlJcl. *"-.~. en!Ction and bo'ocing. consul! AIISI/TI'I1 QuClllyCdI_ DB-I9...d IICSll _ng Component $cof.tybdonncdloll <lvG1oblllftom Tnm Pbtelnafflule. 583 D'OnoIrit>onv... M<%dioon. W!53719. 7777_1.111' ... SUlIa 109 . CIIruo Helghlo, Co\, 8581Q MiTek- rnGLCHOMES~T- ~ I I Job ~eference IlIPllanal) ~16 . 6100 8 Sep 17 2004 MlTek Indusllle8. InC. Fri JUll 1008:44:55 2005 Page 2 I:~ 1::- 1= PRECISION ROOF TRUSSES, CLACKAMAS.OR. 97015 NClTCS 5) This trilss has been dlllligned for 2.00 til'llllS Ilat roof load of 25.0 par on lMIfhangl non-<::ollClllT8ll wIlh other liIIe Ioad$, 6) This truss has been de8igned for. 10.0 pst botIam chord five load nonconcurrent wiIh any other Jive loads. 7) All plates are 2x3 MT20 ~ olhelWiM indicated. .' 8) This !ruN requIIB p1l11e Insplldiorl plll'the Tooth Count Mdlod wh8l11h1a truss is chosen for quality 8SSUI1lrICC inspection 9) G1ible requlrea continUllll.S bcIItcIm chord bearing. 10) Gable Bluds spaced at 2-0-0 DC. 11) A pia_lilting reduction of 20% hu been applied for the g_lumber membe~ 12) This !run Is designed in IICCOIdance wl1l1lhe 2003 Inlematioll8l BulldlrQ Code secIIon 2306 I and raflnnced standard ANSlffP11 LOAD CASE(S) Standard A .....-. ~ "......__.a:&.I>NO'tBB 01I2'Ba-AN>>.IIICL__~__"4n.llE.POB_ Dal;InYClId Ior_onl(...h "......"""_lhitdeolgn It based ontv_ ~_ and. lor on 1ndMcluol buiIdIn;___. Ap~ oIdesl;o:> poramentersand_inc"'f)OlOfion or ~"~"'bu~d.,;gn.. noI_ .-rv-.lloacIrloshown Is ....b1wrol..,pport Cl\'ldMduol_ -ontv. _ temporary btacInQ loiN",.. slobi1lly conslructJonlo tIMo~ "'... -'or. AddIfIOnoI_nl btacInQ oIlhe-"""",U _ II the IlOIponIIbIIIIv 01 ... buiIdi1g <*ilIn... geMR:ll guidClnQe ~ong Iolxlcollon. quolly oonlrol sf<:wgge, deWory, MICllorl anclllroclng. consUl ANSVTl'll Quolly QtIeda. DSI..at ancllCSll -II (';0__1 Solely 1_ odeble 110m 1'nJss Pla..1nsl1lute. 5!l3 D'Onofrio [lrjye. M<>dioon. I'll Wl9. TTT1_baclcLana ... Sullel09 CINI HeigbIa, CA, _10 MiTek- 11~ 1..().l) 2lI-8oO ;w.o.o ~14 4-2.1'" ~11.12 5-2-'14 51<5= 13 6.00 ftl 3ll8~ ~12 Sx5"" 31 29 28 27 28 25 24 22 3IlS= 21 3ldl = 23 4K10 = 30 1&06-4 1H-ol PlaIa 0IfMla {X. Yl' II B'001-12 0.1-81. 123:0-2-13 0-1-81 28-11.12 11.&8 35-2-'10 5-2-14 "'1.Q.j) ~ Sc81e = 1'74.6 1"1 ~ "'1.0.0 11.Q,4 , . LOADING(psf) SPACING 2-0.0 CSI DER in (Ioc) Udell Lid PLA lES GRIP TCLl. 25.0 P1alMlncte_ 115 TC 0.53 Vert(LL) -0.20 20-21 >999 240 MT20 2201195 (Roof Snow=25.0) L\lmb8r Increase 1.15 Be 0.,59 VerI(TL) -0.63 20.21 >413 180 TCOl 70 Rep Stres& Incr YES we 0.89 Horz{TL) 007 20 nle "'B BeLL 00 BeOl 10.0 Code IBC2003/TPl2002 (Ma1rIx) Weight 256 Ib REACTIONS (lblalze) 20"'90710-5-8,2=173/18-6-0, 23=1189/18-fl-O. 23=1189f18-U, 24=-21tl8-6-0, 250'218118-6-0. 26"156118-6-0, 27=171/18-6-0,28=167/18-6-0,211=171/18-8-0.30=158/18-6-0,31=200118-6-0 Max Ho1Z2=161(load case 7) Max Upllfl2O--132(1oad cue 8), 2-3{1aad case 5), 23><-101(load caae 8). 2......147(Joad cae 4), 25--27(1080 case 7), 26=-54(load case 7). 27=-47(108d ellS. 7). 2e-49(loed caae 7), 2~oad case 7), 30=-51 (loed case 7). 31"'-4ll(1ot1d cue 7) Max GnIv20=1326(1oad CIIS8 3), 2=278(load case 2). 23=1520(loacl CIIIlIl 3), 2:F1189{lCllId _1), 204=88(load case 2), 25"291(1oad case 2), 26-236(1oacl case 2), 27c250(1011d cue 2), 28-245(load calle 2). 29=250(1oad case 2), 30=233{loecl case 2). 31-29O(Ioad Cllse 2) FORces (Ib) - Maximum Compress/onIMlllCimum Tension TOP CHORO 1-2=0148.2-3=-0273158,3-4=-227151, 4-5=-18S/53, 5-6=-148/41. 6-7=-141/52, 7-8;..108162, 6-lP-eSl52, 9-10=-86153, 10-11=-100182, 11-12=-78188, 12-13=-108/105. 1~14=-43198, 14-15:-63/82,15-16=--321122, 18-17=-40178, 17-18=-81/641, EXPIRES: 01-24-06 18-190<-18531165. 19-20=-2255/262 l BOT CHORD 2-31'"-41/259, 30-31'"-41/259, 29-30-.41/259. 26-29-41/259, 27-28"'-41/259,26-27=-41/259,25-26=-411259, 24-25=-411259, 2~24'"-411269, 22-23-156/1934, 21-22=-156/1934, 20-21....16911926 WEBS 23-32=-2220/4&4. 32-33=-21W473, 33-34....2148/457. 34-35....16041297, 35-36=-1546/278, 18-36....15521281, 13-32....5910, 14-33"-102136,12-23=-303151,18-21"-48/847, 19-21"-6391204,21-34--8501190. 15-304=-31l8/120, 16-35=-13W46, 17-36=-10/14,11-24--158/80,10.25--215172, 9-2600-206173, S-27~207173, 7-28=-206J73, 5-29=-209173, 4-3CF-197172, ~31=-238/80 LUMBER TOP CHORD 2 X 4 OF No. 1&Bir G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2X4OFStdG BRACING TOP CHORD BOT CHORD WEllS JOINTS NOTES 1) wind: ASCE 7-98; 100mph; h=25ft; TCDl=4.2psf; BeOl=ll.Opsf: ~ry 1/; EXP C;.!ndosed; UWFRS inlerior zone; centll_left and right exposed ; end ~lleft and right exposed; l.l.Imber DOL"'1.33 pia. grip DOl"1.33 2) TeLL: ASCE 7-98; Pf=25.0 pat (flat roof _now); E)q) C; Fully Elcp.; l= 45-0-0 3) Unbelanoed SOO\N loads haw been considered for1hia dealgn. . 4) ThIs truss haa been dalligned tor 2,00 times flat roof load of 25.0 pat on overhBnga non-concurren.t wlth other nw Ioada. 5) This 1russ n.a been dll8igned for a 10.0 pat botIiom chord five IoIId nonconculnlnt with any oIher live loads. 6) N p1etes .,. 2x3 MT20 unless otherwille indicated. l&,~:;r~ =~'I plBIe inspection per the Tooth Count Method wfl8Il this truss is chosen for quality assurance inl;peclion { EXPIRATION DATE; 12-31-05 1 June 10.2005 A ..~ - Verilr ~_ _ a&ID _ C:W2":lD$...., ~Mn'JtIr JtBF.aIIZlK:S "__.N"".IIBI'O.tUO ll8& .~ W>icl for...... onIywllh Mrekconnec:lcn lhiodeolgn _ _ only """" """"""'" -. GtlClllloran Incf_ bufding component. ~lorla1::~=1='=~=~~~:::=~~~~~~~~=~ ...ector. Md"liional perman,,"1 brodng oIllle CMlroll1nJc1u18 ;, In. tlIfIPCl11Sibilly of th. buIld"Olg desiQner. For generCII gWclonc. RIgOrCfl'lg Iabllca1lon. quolly con1roI, sIoroll't. d~. _ otld l:lroc:inQ. consul! AHSI/TI'Il Quolly Ctft";CI, _af and acsl1 Buikf1t>g CompoJl-' 5olooly In_ O>'Oiable from Truss flatelnsfllule. S63 D"Onofrio on- Madison. W1537I~, 7777lloM_t.en. ._ _10l1 CIlnII H401;I1b. CA. -. MiTek- PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 NOTES 8) A pllde raliOlJ reduction of 20% has been lIPplled for 1he green lumber rnembenl. II) Thia lru8$ is designed In llOCOI'dSIlCe wlIh the 2003 International Buldlng Code seetlon 2306 1 and refBnllnced standard ANSIITPI1 L.OAD CASEIS) Standard OMES TMOT- R11!84811 .A w_. vetlI)........~ _.ils&DllD2ZS OItftUllJINDJlIIa.lIJlitl>armarAZPDUCB.PAlJEllIIl.,....n JIIUORI:Da. Deslgn'lDlcl """... onIt' wIh M'l'tok con_lhD cIeoIgn. based anIy upon pommel__ and Is ",,"on indiwiduol building~. ~=.:~~~~~=~~Io=~~= """""'. Addi1ionol_nen!1:iracIn;I oftheo_oh\""c!ure 1s1he~oftl>lll>lllfdingdeo;gner. Forgenerofguido""" regclld;1lIl _. qually cont:Q. stotoge.deMry. ..ooctlon and lltaeing. _ AHSI/ll'1l Qually CIthHIa. 0$&-" and IC$II 8u11d1ng ~ Sahoty _... avo_ ""'" Truss Plaia 'nsB"".. 583 D'Onofllo O:tve. M:ldlsol\ WI 537l9. nn_nIloc:kLllno..- . 8ula 108 CiINs HoW*. c.-.. UIIO Mi18k- I~r:=::: R16~' 6.100 8 Sep 172004 MlTek 1ndu8Vies, 1m:. FII Jun 1008:44:56 2006 Pag.1 1::7 I:russ 1:= PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 11-O-f 1.(l.O 7-2-6 74.5 13-11).3 ~7-13 ~o ~7-13 27-1-13 ~7-13 ~11 ~7-13 41~ 7-3-5 ~.o.p '\-.0.0 5Jc5= _.-1:80.6 6 t! 15 3lO4 == 14 13 12 3>ll == 3lO4 == 3>IIl= 4119 ::: 1().8.4 10+4 Plaia 0II'aeI8 ex. Yl: 12'~ Edge!. 110:0-0-4 E!!a!1 ~ 3Q.S.12 1).11-12 1).11-12 41~ 10.&-4. . . lOADING (psi') SPACING 2-0-0 CSI DEFL it (Ioc) l/deft Ul\ PLATES GRIP TCLL 25.0 Plates lnerease 115 TC 0.79 Ver1(L.l.) ~.23 10-12 >999 240 MT20 220/185 (Roof Sn0rr-25.0) Lumber Increase 1.15 BC 078 Verl(T1.) -0.75 10-1:< >650 180 TCOL 70 Rep Stress lncr YES VVB 0.58 Horz(Tl..) 0.18 10 nfll nIa :g~~ 0.0 10.0 Code IBC2003/TP12002 {MlIIrlx) WeIght 193 lb LUMBER TOPCHORD 2.X4DFNo.1&BtrG BOT CHORD 2 X4 OF No.1&8lrG WEBS 2X4 OF StdG BRACING TOP CHORD BOT CHORD WEBS StnlctlInll wood sheathing dlreclly 8PPl1ed or 2-2~ DC pullina. Rigid ceiling dlnM:ly applied or &-11-14 DC bracing 1 Rawcmidpl 5-14,7-14 REACTlOJIIS (JbI8lze) 2"1781f0.6.8, 10=1781/0-5-8 MBx Hoa.2-164Qoad cue 1) Max Uplln2so--288Qoad case 7). 10a--288(Ioad case 8) Max Grav2:=2262(1oad case 2), 1 lF2252(1oad case 3) FORCES (Ib) - MaxImum Compression/Maximum Tension TOP CHORD 1-2-D/49, 2-3--3887/435. 3-4-3385/374, 4-&o-3104J3&7, 5-6=-21251331, 6-7"'-21251331, 7~3104/397, 8-9"-33851374 &-1l)L.38971435, 10-11a(lf48 BOT CHORD 2.1Sa-437f.3327, 14-15"'-265J2554, 13-1."'14812554, 12-13--14812554, 10-12=-28313327 WEBS 3-15'"-6381222,5-15&-42/770. 5-14'"-115S1251, 6-1....138/1303, 7-14"'11551262, 7-12=-421770, 9-12=-638/223 NOTES 1) Wind: ASCE 7-98; 1 OOmph; h=~f1: TCOl=4,2psf; SCOl=6.Opsf: Ca1egory II; Elcp C; endDsecI; MWFRS Interior zone; canUlever lelt and right eJCpOSed ; IlI1d .-ticllI fellllnd right 8lljlD6lld; Lumber DOl=1.33 pl8le grip 001.=133 2) TelL: ASCE 7..gs; Pf=25.0 pst (nat root snClWj; Elql C; Fully Elcp.; L= 45-0-0 3) Un~nced snow loads IIave bean considerecl for this design. 4) Thi$ \l'U8& has beeo designed fer 2.00 an- tilt roof load d 25.0 pst on cwerhllngs non-ccncurrent with other live loads. 6) Thla truss hIlS been designed for a 10.0 pst boIUn chord IIYe load nOllCQncUl1'ent wllh any other live IDllda. Il) This truss requilllS pi'" lnapection per the Toolh COlII1l Melhod when this truu ia choHn for qll8lllV assurance inspeclion 7) A plnll1lling reduction C1120% hils been applied for the g~ Jumbermembllra. 8) This truss is d..igned In llCCOl'cI8nce with tile 2003 In18malion8l BuDding Coda Il8cIion 2306.1 and refllnmced slandard ANSIlTPI 1 LOAD CASE(S) mBndar,d .A --. fWIIlr4ooiP_.... -J1DD8 DItr:nrDIAIIDllVCI:.IlDED_ ...-:zP__7'.9:J ___ ~ vaId Jcr_onIywllh Mfeltoo_lM cltoIlgn;o based only upon pararnetllrul-..n. and ......an OId'ovi:luafbuldlng ccmponoont. N>P&cabIIy cI dlHGn ~ ond _i1~, .afc:cmpcnenllo respamIblIily at bUlding dtIoiQrw- naI fMs deoignIIr.lIRK:ing _ . lor _wppart afincfMdual_ __ ONy. Additional ~"'Y brac;"" 10...... a1abilydllling conlin>cliDl\;, llMI ~ oIlhe ~. Ad_a1powmonenl ~.""""'Idruclwelolhe~af"'- bIIilclV1g ~.far_~uido""'_<ing ====~nasPIaI';=::~~ ~~1"CdNIIa. osa.a, and Ivlldlng<:ampon.nt 7777__1.1ne .Ie SU1It 101l . CIIru& HoIQhto. CA, _10 MiTek- A4 COMMON Job GlC7 Truss PRECISION ROOf TRUSSES, ClACKAMAS,OR. 97015 1141' 1-0-0 7-2-5 7-2-5 13-11>> 6-7-13 ~ 11-7..13 27-1-13 6-,..13 33-9-11 11-7-13 !llc!l= 8 13 3>04 == 12 11 3116 = 3116 = 10 3>04= 10.&04 10.&04 PIale 0If8e1II1X. Y)' /2'~ Edael 1ll'Q.0.4 Edllel 2O.a.D &-11-12 31).5-12 &-1H2 I 4140 7-2-6 Sc:aIe .1'78.8 [~ 4ldI = 4140 10.&04 , .. . . LOADING (pst) SPACING 2-V-O CSI DEfL In (Ioc) VdeII LId PLAlES GRIP Tell 25.0 Plates Increase 115 TC 0.84 VerI(LL) -0.28 9-10 >999 240 MT2D 2201195 (Root Snov.=25.0) Lumber Inc:rllllS8 1.15 Be 0.80 Vort(Tl) -076 9-10 >621 180 TCDL 70 Rep SIres$ Incr YES we 0.58 HoIZ{TL) 0.16 II nIa nla BeLL DO BCDL 10.0 Code 18C2003fTF'12002 (MIlIrix) Weight 191 lb LUMBER TOP CHORD 2 X 4 OF No 1&Btr G BOTCHORD 2X40FNo.l&BIrG WEBS 2X4DFSldG BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing Clinlc:ly appllecl or 2-2-0 DC pwUns Rigid celing dIreclIy applied or 9-10-14 DC brac:lnll 1 ~atmidpt 6-12,7-12 REACTIONS (lbIsize) 2=178310-5-8, li"1'Tll2J0-5-8 Max Horz2=161 (load case 7) Max UplIf12=-288(1oad case 7), 9=-228(Ioad cue 8) Max Grav2-2252(1c1ld case 2), 9-2133(load case 3) FORCES (lb) - Maxhnum Compla8lonlMuimum Tension TOP CHORD 1-2zQ/411, 2-310-38981436, 3-4-338ll1374, <4-6=-31oSf.l97, 5-6=-2126/333, 6-7'"-2138/331, 7_341l11405, &-9<--39021446 BOT CHORD 2-13-44513329,12-13=0-27312555, 11-12=-156J2673, 10-11=-156/2573, 9-10--320J3364 WEBS 3-13=-6381222, 5-13=-421770, 5-12"'-11551261, 6-12=-13911311, 7-12a-1161112115, 7-1~91787, 8-10--6521228 NOlES 1) WInd: ASCE 7-5i8; 100mph; h=25ft; TeOL=4.2psf; BeDL=6.Opcf; Category II; Elc:p C; enclosed; MWFRS interior zone; canti~ left and right expoeecI ; erid wrticaI. left. ancl right elCp08Itd; Lumller DOL=1.33 pllide grip OOL-' ,33 2) TeLL: ASCE 7..98; Pf=25.0 pst (ftlIt root snow); Elq:J C; Fully Exp.: L- 45-0-0 3) Unballtnoed snow loads IuMt been collllider8C1 for lhia deslcin. 4) This truss has been dlI8igned for 2.00 times lIat root load of 25.0 pst on owrl1angs non-conC:U/7llnt with other Ii"" IDllclS S) Thl$ trusa has been dHlgnad fer a 10.0 pat bottom chord Dye load nonc:oneull'eOt IIIIlh any oIIler live Joada. 6) T1ii$ truss requl.... plate inapection PlIf" the Tooth Count Method when this truss Is chosen for quality lIlI8Unmce inapection. 7) A plale rating reduction of 20% h8ll been applied for the green lumber members. 8) This truss is duigned in 8ccordanoe with the 2003 InIematlonal BuDding Code section 23061 ancl retenmoed standard ANSlfTP11 LOAD CASE(S) Standard A _. ftrllI/........_ _JOUD.IOma Oll:nDSAJrDJ>ICWJl.ElI__ __.7'41'3_-' Deofgn >aid lor... onIy-" Mr_ c:onnec:toos. 1hio design is bcDed only upon r-<>- shown. ond illor an IndMdlIClI building component. AppkabIIt,/ of cIMlgn __ond _ fteorpcwaficn 01 companenI&~ct building desi,,_. not _deligrw. Bradng shown ..lo..lah!oolsuPJ)Ctl ellncliYlcfuat ~ _ only. AddIIlonoI tem_ btaclng 10 insure slc~ during CCO'lIlrue1iDn;, 1Ile _p<>nsibIIIIy 01 ihe erecIor. IIdliliOnal pennonent IxcoeW1g oHhe """"'.otnJc.....1s lhe reoponlibllty oIthtt buid'"'I! ~.l'or """"""'guidclnc:e "'Ilarc&ng fobllco1ion. qually oen1rol. sbu~.~. eI8dion and broclng, conaull ANSI/I'll QIIQ1IIy CdIonfa. CIS'" a.d ICSI'I 1lu1ldlnsr C._.... Safely _ ~ r.om TlUU P"". _. S83 D'OnoIrlo Ortve. MacIiIon. WI5!fl19. 7m_Lane .. lluill10l1 Cilnoa. Hoighls. CA, llli81C MiTek- Job Truss TNa TYPe COMMON R161148861 Gl.C7 Nj PRECISION ROOF TRUSSES. CLACKAMAS.OR. 117016 7-2-5 7-2-5 1:>'11).3 IH.13 27-1-13 6-7-13 ~11 6-7..13 ~. &07-13 5><5= 5 4~ 7-2.5 SClIle -1'79.1 ~ 4>c8 :: 12 11 3lIIl= 3lclI= 10 3>ol = 1S 3114 = 10.a.4 1~ 2ll.e.o 8-11-12 >>5-12 8-11-12 I~ -= 41-0-0 10.&4 Pla1e 0IfseIB /X.Yl: 1:E :Ioe,003-141. 9:0-0-4 EdlIe LOADING (pIf) SPACING 2-0-0 CSI DEFL In (IOC) lIde!I Ud PLATES GRIP TCLL 25.0 PIa.. Increase 115 TC 084 Ver1(Ll) -0.26 1-13 >9911 240 MT20 2201195 (Roof SIIOW"2!S.D) Lumber Increase 1.15 BC 0.80 vert(il) -078 '1-13 >621 180 TeDL 70 Rep Strees Incr YES WB 0.58 Horz(1l.) 0.18 9 nit/. n/a BeLL 0.0 BeOL 10.0 Code IBC2003ITPI2OO2 (MafrllQ 1Neight 190 Ib LUMBER TOPCHORD 2X4 OF No1&BtrG BOT CHORe 2 X 4 OF No.1&8lr G WEBS ..2 X4 OF SId G BRACING TOP CHORD BOT CHORD WEBS SlrucluraJ wood lIheBlhing dinoclly...pIled or 2-2-0 DC pul1fns. Rigid ceiling dilBClly .pplied or ~12 oc braq 1 Row at mldpt 4-12. 6-12 REACTIONS (IbIslze) 1=170310-5-8.9=1703/0-5-8 Max Harz '=147Qoad case 6) Max Upll!t1=-228(1oad case 7), 9=-228(1oad case B) Max Grav1=2134(1oad ca6e 2). 9=2134(load c:a&e 3) FORCES (lb) - Maximum Compnlasie>nIMllXimllrll Tension TOP CHORD 1-2-39031446, 2-3s-341i1383, 3-4=-31361406, 4-Q8-21391333, 5-6=-213llJ333, 6-70:..31361406, 7-80:..34191383, 8-9=-39031446 BOT CHORD 1-13=-45613365, 12>13=-2nl2574, 11-12-15812574, 10011-15B12574, 9-10<;-32013365 WEBS 2-13=-652/227,4-13>="'91787, 4-12=-116812SS, 5-12o=-13!l1131', 6-12=-11681265,6-10=-50/787,8-10=-652/228 NOTES 1) Wind: A$CE 7-98; 10Omph; h=25tt; TCOL=4.2psf; BCDL=6.0psf; CateuOl)' H; Exp C; enclosed; MWFRS inferior zone; cantueY8t left BIld right exposed ; end wrtlcallell and right ellpOSed; Lumber DOL==1.33 pIale grip DOL'" .33 2) TeLL: ASCi: 7-98; Pf=25.0 pst (flatroof811ow); Exp C; Fully Exp.; L= 45-0-0 3) Unbalanced 1ll'JOW!olIcI8 MIle bean considarec! for this d8llign. 4) This 1russ hu been de8igned fer . 10.0 pat bottom cIlonI nile load nonconcumlllt wllh any cIher liw IoIlds. 5) This 1russ ntqUPs pIIrlIIlnspecIion per the Tooth Count MeI10d IOIhellthis lruH is chosen for quality ..surance inspection 6) A pl.. rating l8ductlon of 20% h.. been 8ppUed for 1he gRlllll lumber membel1l. 7) Tin truss Is cIulgned in accon:lance wtIh the 2003 In1emallon" Buldlng Code sec\lon 2306.1 and referenced standard ANSlfTPI1 I.:OAD CASE(S) Slandanl r EXPIRATION DATE: 12-31-05 I June 10,2005 A .-- - ..... ........__ - ~Mm!$ (lIf'DDSAIIJ).INCUIDll:D JmZlr JtJUEItllMZ _'-"4"3_lIl!I& Design ""lid r..r _ only WIll M1r__ ThIldellgn 1r _only upon ~ oho>Iro. and Is '....an lndMcIuol.buId01g ~ AppIcabiilyof dn;n pQIQtrltOnt"'__'"""",,*,fion cf ~ ItNllpCNibllly '" IoUIcft>g d__.....' truII deolg_. ~........... Is f....IoI_."PP'l'1 af lndMclual web members ant(. A_ lempcrgryblodnglol.......sIclbirlll' durin; <XlllItnIc:lion .theJerpQmiblIIilY cfllu. IIAOCtcr. Addifionol_nenl tlraclng of the _.1rucIuIe .Ihe~.'" the buIlding~. for_I QUidance NIgaIdilg fabricotiCln. lluaIy control <lonJge. deIve<y. _ C1nc1_ll- """"'. AHSI.ITl'fl o.crIIy Cdhlila, DSW' a.<lSan 8tofkfi"ll CompOIlent Sa'-ly _011 _*""' Tnm _ tndIIuI.. 583 D'Onaliiocm... ModiIon. 1'11.53119. 7171G....._Lane .._ S." lOG CIINI Hqllll, CA, ~IG MiTek- QIy TMlIType COMMON GlC HOMES TMQT- P ECIS/ON ROOf TRUSSES, ClACKAMAS,oR 97015 7-U 7.2.5 18-1lJ.3 6-7..13 21).8.0 6-7-13 27-1-13 6-7-13 33-9-11 6-7-13 41.(1.() 7..206 505 = Scala" 1']8.1 4 I~ i 12 !ilrIO== 11 3><4 = 10 9 3lc8 = 3lc8 = 8 3><4 = 13 5lClO = 10+4 10-6-4 Plale 0Ifll0C8 ex. Yl' M'D-2 2.Edael 17:0-2 2 Edael 2ll-6-O 9-11-12 ~12 9-11-12 414-0 1lJ.8.4 " . - . LOADING(paf) SPACING 2-0-0 CSI DEFL In 000) lIdell Lid PLATES GRIP Te1.L 25.0 Pi..... Incre8se 115 TC 0.91 Vert(LL.) "().28 7-8 >999 240 MT20 220/195 (Roef Snow-25.0) Lumber Increaa 1.15 BC O.SO Vert(l1.) -0.80 7-8 >eo8 1110 TCDL 70 RIIP SlnIslIlnc:r YES WB 0.68 HoIZ(TL) 0.20 7 n1a nIa BCLL 00 BCDL 10.0 Code 1BC2003fTP12002 (Matrix) VVelght 192 III LUMBER TOPCHORD 2X4DFNo.1&BtrG BOTCHORO 2X4 OF No.1&BtrG WEBS 2X40FSldG WEDGE Left: 2 X 4 SYP No.3. Right: 2 X 4 SYt' No.3 BRACING TOP CHORD BOT CHORD WEBS Struclural wood sheathing directly applied. Rigid ceiling direCtly applied or 5-1 ~ oc: brac:lng. 1 Row III rnidpt 3-10,6-10 REAcnONS (lblliZe) 1"170310-6-8, 7=17~8 Max H0IZ1=605(Iolld case 18) Max Uplift1=-780(lollCl case 19), 7=-76O(Ioad case 22) Max GIlIlV1=2866~oad cae 12), 7=26660oacl case 13) FORCES (Ib) - Maximum ComPfMllionlMaxlmum Tension TOP CHORD 1-2"-6012/1567.2-3......17511137. 3-4-2520J889. 4-50:-252D1S89. 5-6=-4175/1136, 6-7=-5012/1567 90T CHORD 1-12A-1016f.W18. 11-12=-70513615. 1D-11"'-511/280ll. 9-10=-381/2798,8-9-381/2798, 6-1:!l=-528135?3, 7-13=-1337J3nO VVEBS 2-11 "-867/242. 3-11'"-621799, 3-1 0=-117512n, 4-10=-1391131" 5-1 0"'117l11272, 5-8=0-El2l800, 6-8=-667/243 NOTES 1) Wind: ASCE 7-98; 100mph; ha2$ft; TCOlA4.2ps!; BCDL=6.0plif; Ca!egtllY K; Elcp C; enclosed; MWFRS interior zone; cantil_ left 1 rightexpoeed; end ~ leIland rlghlelCpOSed; Lumber ooL=1.33 pille grip 001.=1.33 . 2) TCLL: ASCE 7-98; Pf.=25.0 psf(llat I'llOfsnaw): Exp C: Fully Exp.; L= 45..()..() 3) UnbalanQll(j lIl'IOW loads have been COIl5idered for this design. 4) This truss has been de8lgned lor a 10.0 pst bottom chol'llliw: load nonconCUlTent wiih any oIher liw loads. 5) This truss requires pl. in8pedlon per the Tooth Count Uelhod when thls 1ruas Is chosen for quality USUl1lnc:e inspeclion. 6) A plate rating reduction or 20% has bHn ~ied for the gr;een lumber merobe,.. 7) This truss Is designed in acc:anIance with the 2DD3 Inlel'nlllional Building Code lI8dion 2306.1 and referenc::ed standard ANSlITPI 1. 8) This tn,Isehas bHn designed for a total drag load af 2100 lb. Connac:ttruss 10 resist drag loads along bottom chol'll from 04-010 1-0-0. '~'41*O.for1OSD,G-pJf L.OAD eASE(S) SlIlndard .A WAoRRllrG'- -''''''lP_ _JtUDJIOftII o.DllliAllD1lICIIIlIID_~__.H'" 1IUOIIB lJl5B. DeoVn ""Id Icr _only_Mileltconnecforr. TNt deoign k ba.ed on.. _ pgramet_ mown. and . 100 on indMdual_; _n!. AppIcobiIIY of design -=-u-ond _ ~n 01 COI'tlI'C'*lIIo ","""",,blllyafbUlding~. nol _detlg_. 81<Iclnv "-'" is lor bter<lfsupport of fndMdual web _ only. AddItionollemporay bI<ldng lo_o1abIIydurfng COl'lSWc1Ion 1rh~ of lI16 ~~~===:;~~V'J..t;"~":.~~w~TO:=noal ScftIyI.,_on _ fromT'UIlSPlcfe__ 583D"OnoIrioCrive. _ Wl5311'. 7777G"",_u... ..1_ _109 caw Hefghll, CA, lIlIlIl MiTek- 1:7 1:7- I:::: PRECISION ROOF TRUSSES. ClACKAMAS,OR. 97015 I:J:J GI.C HOMES TM:>T.. R1~ Job RlI/erenc:e (0PIiDnaI1 . 6.100.. Sap 11 2004 M1Tek Indll8lries. Inc. Fri Jun 1008:45:04 2005 Page 1 ,-1-0.0 I 1-0-0 22-&-0 11..~ 11-3-0 11-3-0 4lo4= 7 r~1 1-0-0 S~iIl E 1:42.5 8 6.oofi2 -= 17 2Xl1I 18 2JC311 22 2>311 21 2>311 20 2lc3 II 19 2lc3 II 1B 2>311 22-8-0 22-8-0 15 2lc3 II 1" ~II 3004= LOADING (pBf) SPACING 2.0-0 CSI DEFL in (1oc) Vdeft LId PI.A TES GRIP TCIL 25.0 Plates Incre.ue 115 TC 0.12 Vet1(LL) -0.01 13 nIr 120 MT20 220/195 (ROof Snow=25.0) Lumbllr Inc:reae 1.15' ec 005 Vert(Tl..) -0.00 13 nlr 90 TCDI. 7.0 Rep SIIUS Incr YES WB 0.08 Horz(Tl.) 0.00 12 nI. nla BCIL 0.0 Code IBC20031TPl2OO2 (Matrix) WeIght 1071b BCDL 10.0 LUMBER TOP CHORD 2 X" OF No.1&Btr G BOT CHORD 2 X.. OF No.1 &8t' G WEBS 2X4DFStdG OTHERS 2 X" OF SId G BRAC/IIIG TOP CHORD S1rucIuraI wood el1eatl1lng c11l'11d1yapplled or 6-0-0 DC purlins. BOT CHORD Rigkl ceiling diRlclly lIPpIIed or 10-0-0 DC llrac:lg REACllQHS (lb/sizll) 2.196122..0-0.12=196122..0-0. 19=16612.2.a.o, 2D=17BJ22..o-o. 21"135r.Z2~'(). 22><Z59122-&-O, 17=188I22.a-o, 16=176122..0-0. 15-135f22-6.(). 1400259122+0, 1S-:154122.a-o MlIX Horz2=149(108d cale 7) MlIXUplift2=-58(lo8d CIIlI8 7). 12-ll7(1ol1d case 8).1g....a3(1oad c:ase 7), 20<:-93(1ol1d case 7). 21=-76(load case 7), 22=-124(1oed case 7), 17--ao(Ioad CIllO 8), 1 fl=.94{1oad case 8), 15:-7S(load CIlS& B), 14=-123(1oad Clse 8) MIIIX G1aV2=28O(1oad case 2), 120028O(1oad case 3), 19=241 (load case 2). 2D=245(load case 2), 21=188(1oad case 2), 22=359(1oad case 2), 17=241(load C8se3). 16=245(1oad case 3), 15=1B9(1oad CIlS8 3), 14=359(1oac1 cae 3), 18=154(1oBd case 1) FORCES (Ib) - Maxlmum Compresaion/Maximum Tension TOP CHORD 1-2=0148, 2-3"'-132/61. 3-4~91104. 4-5=-56/133. 5-6=-5BI1611, 6-7~94. 7-8=-621184. 8-9-58/130.9-10--56171. 1D-11a.69142,11.12=-861S8,12-13=0J48 BOT CI:lORD 2-.22aOI135. 21-22-0/135. 2D-21RO/135. 19-ZOa0l135. 18-19=0/135. 17-18..ot135, 18-17=01135. 15-16=01135. 14-15=01135, 12-14=01135 WEBS 6-1fla.202I107. 5-20-201/117, ~1-164197, 3-22-2821154.8-17-2021104. 9-16=-201/118, '0-'5~16<4197, 11-14-=-2821154.7-18=-113/0 NOTES 1) Wind: ASCE 7.98: 100mph: h=25ft; TCDl=4.2psf; BCOll"6.Dpst; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left. and right ~ ; end vertical left. and right exposed; Lumbltl' 00L=1.33 plaia grip DOl"1.33. . 2) Truss designed forwlnd loads in the plane of the WSll only For llIuds expolllld to wind (notmaI to the face), see Mirek "S1andarcl Gable End Detail" ~. TClL, ASQE.?~; Pf=2S."Q.e.-r..1~~~~C; E!:!!IY_E?cP. 4) Unbldancec! snow 1_.. heve belln con..idered for !hI.. design. S) Thill trust h... beotn d80IiQneCI for 2.00 limes ftat rwl'1oad of 25.0 pst on overhangs non-concurrent with other I..... IollelS. 6) Thill 1rWII has II-. cIe&lgnecl for 1110.0 pst botDn chord live load nonconcurrent with any tllher live loads. 7) This 1n.l8S requires plate Inspedion per the Toolh Count Method when thi6 truss is chosen for qu8llly assurance Inspection 8) Gable I'IlCI\Ill'e& oon1illUOUS bollDm chord bearilllJ. 9) Gllblll studs spaced at 2-0-0 DC. 10) A plate rating reduction of 20% has been applilld for the grelln lumber members. 11) This truss Is designedln aeeonlance with lhe 2003 Intem8tiona1 8uldlng Code section 23Cl6.1 and rorI"enInced alIIndarcl ANSIITP11 LOAD CASE(S) standard ..... ..._. v&"f/)l,,",*,,~__~OWImBAll'!lllllCUlDSD~JIIInlIDlCB_llII1,""ra_lI1l& Deoign YOId "" _only..... M1fel:c:onn-.1hiIIdeIIlln 10 boseClonty upon pclIQmel..._and is ""'an in<NcIualbulldlnO_n1. Appfc:clbllIlyol det;gn p<I!C_and _1ncorpc:rctIao. ol ~n1I"..paruIbIIly afb\.llclng deIigner-nal_ ~.I<acing shown I, for laIeral su"",," 01 indMd""lweb mem_ only. AddlI1cnallemparory tracl'rlQ 10 In.... JlablJly during _cIlon 10 the r~ ol the enoc:llo<. Addifionod parrnanenl b<oclng 0I1he _.- is lIle ~ 01 "". bWIdlnll deolgner. Fcr_lguidc>nee ~ fabriaaOOn. quaily conWol.lIarDge. cleI1Yri. erecfion ond I:n>cl~ consult ANSl/lI'tl Qually CdIeria. _lit and IICSll ivlldlntl c........._ SaIolIy lnkormallon Q\OQIable!rom Truss PIcde Inslftute. .583 D'Onofrio on-. Madison. WI 5371 P. 77TI G...._Lane .. . Suletll8 CIlrus ~oIghlo. Cot., &5810 MiTek. /:C7 1=_ 1::= PRECISION ROOF TRUSSES. CLACKAMAS.OR. 97015 ITJ:=~ R'~ 6100 s Sell 17 2004 MlTek Industl1trS.1nc. Frt Jm 1008:45:05 2OD5 Page 1 r1401 140 1).1~12 5-1~12 1140 ~ 1$-7-1 ~ .,.. = 4 ~ 5-~12 i2M-01 1-().0 llc*-1:42.5 <lloIl= 8 3>Il = t 1-3-0 11-3-0 ~ 11l1-O 4>oS = - LOADING (pst) SPACING 2-0.0 C8I DEFL in (loe) IIdBll LId PLA'ICS GRIP TCll 25.0 PIIries Increase 115 TC 0.38 Ver1(LL) ..0.21 &-8 >999 240 MT20 220/195 (Roof Sl\CJW=25.0) TCDL 70 Lumber Inc2'lI2I811 1.15 SC 0.54 Ver1(Tl) ..0.66 &-8 >0403 180 BCU 0.0 Rep Stress Iner YES W8 0.43 Horz{TL) 0.05 II nfa nJa SCOL 10.0 Coda IBC2OO3ITPJ2002 (Matrix) Weigl'rt 911b LUMBER TOP CHORD 2 X 4 OF NO.1&Btr G BOTCHORO 2X40FNo.1&8trG WEBS 2X40FSldG BRACING TOP CHORD Slruc:tural wood sbllathlng direclly apPlied or 4-7-15 DC purllns BOT CHORD Rigid O8lll1g diJecUy applied or 10-0-0 DC bracing. REACTIONS (Ibf8ize) 2"'100410-5-8, 6>=10ll4J0.6.S Max Horz2=94(loed ca88 7) Max UpJltt2a-154(1oad cue 7), 6=>-164{load case 8) Max Grav2='l186(loIId case 2), 8-1188(1oad case 3) FORCES (Ib) - Maximum CompressloniMllximum Tension TOP CHORD 1-2-0149, 2-3&-17031235, ~11601153, 4-$=-11601153, 5-6--1703/235,6-7000149 BOT CHORD 2-8&-21 ar1440, 8-ll=11611440 WEBS 3-8'0-6431'206, 4-8z0.'828, 5-8=6431206 NOTES 1) lMnd: ASCE 7-98; 100mph; IP=25ft; TCDL=4.2ps1; BCDL"S.Opsf; Oategory II; Elcp C: enclosed; MWFRS interior zone; cantilever left aIid right exposed; end \leltlc8lleft and rlghtexp08ed; Lumber OO~1.33 pin grip DOL"1 .33 2) TCLL.ASCE 7-98; Pf=25,.0 pst (1IatlllOf.anow); Exp C; Fully Elcp. 3) unballlJ1cec1 snow load$ have been considered for this design. 4) This truss has been designed for 2.00 lImes "lit roar lead 01.25.0 psf on ovemangs non-ccmCUl'Tent wilh other five loads S} Thill truss has baen designed for a 10.0 pst bolIDm chord IhIe load nonconcurrent wllh any otiler liw loads. 6) This truss requlru pIlrielnapecroon per the Tooth Count Method when thla truu fa chosen for quality assurance lm;pacllon 7) A pIaI8 rating reduction 01 20% h8ll been applied for !he green lumber membtn. , 8) This truss is designed in accordance wilh the 2003 InI8mational Building Code aec:tion 2306 1 and reIerenced standard ANSVTPI 1 LOAD CASE(S) Slandard EXPIRATION DATE; 12-31-05 I June 10,2005 A w_. Ver(llr............-...- __JIODSOIrnlllum>.urcz.m>m_ _,AIJ&JIIl.7'473_ uu. == lor..... only wiIh Mlelr.conn.ol_.1hiI dllli;n Is _ ~ upon parame/er>.howJ1. and "Ior..n indMdual bulldVlg """"""",I. iI""_::::':;~::"=~~==~~~~J'~~~= _or. _1 penno""'" btaelng ofllleoverol_lIlhe ~oflhe bUldngd8lignllC. fct gen_guidc:mcoo ~ !<l_ quolly ~1ro1-"ge.~. _..od blocing. conlUll AN5IJIPI1 QuollyCdl.na. D5~ and ICSIl .elldlng Co",.,o.....t S~ _ ,,"""'blIt Irom TIUSI Pbl.lIlItIlule. 583 D'OoafIfo DtMo. Mcldllon. Wl5371'. . 7717_~ ... _'08 CIIruI Helghil, CJ\, ll56,0 MiTek- I~ I~;- 1= PRECISION ROOF TRUSSES, ClACKAMAS.OR 97015 m:=:: . Rl~ 6.100 s s.p 172004 MiTek lndUSl1ies.Inc. Frl Jun 10 08:.45:06 2005 Page 1 I -1-o.c I 1-o.c 10+0 1008-0 2'l.Q.D 1~D 4JIl4::: 7 ~ 2 8>04 "" 22 2lc3 II 17 2><311 18 2lc3 II 19 2x311 :l'I 2lc3 II 20 2lc311 18 2lc3 II 21~ 21~ 122.Q.O I l-o.c Scale .':39.9 12 13Ji 15 2lc3 II 14 2lc3 II 8>04::: LOADING (pst) SPACING 2-0-0 CSt DSFL in (foe) lldeft Ud PLATES GftlP Tell 26.0 PIa'" Increase 115 TC 010 Vert(LL) ..0.01 13 nlr 120 MT20 2201195 (Root'Sn0w=25.0) Lumber Increae 1.15 Be 0.04 V~) ..0.00 13 nlr 90 TCOl 7.0 Rap Stress Incr YES we 0.07 Horz(Tl.) 0.00 12 nIa nla BCLL 00 BCDL 10.0 Code IBC2003lT'P12002 (Ma1rix) Weight 98 Ib LUMBER TOP CHORD 2 X 4 OF Nc 1&1l1r G BOT CHORD 2 X 4 OF No.1&Btr G IM:8S 2 X4 OF SId G OTHERS 2 X 4 OF Sid G BRACING TOP CHORD SIrucIur8I wood sheallllng dlrectly applied or 8-0-0 oe purlina. BOT CHORD Rigid ceiling d1l'l1Cl1yapplled Of' 10-0-0 DC: bl'llCing REACTIONS (lb/size) 2-173/21-0-0,12-173/21-0-0,11)10167/21-0-0,200=171/21-0-0,21=158121-0-0,22=200/21-0-0.17=167/21-0-0, 1800171/21-0-0, 15=168r.21-O-O, 14>'200121-0-0. 18=163/21-0-0 Max Horz 2=-141(loed CIIS8 8) Max Uplltt2=-54(load case 7). 12=-81 (load case 8), 1 B-85(foad case 7), 2lF-SO(load ca.. 7), 21-87(laad case 7}, 22=-91(loed case 7), 17-a2(1oad c;'ase 8), 16"'-91(foad case 8), 16--87(1oad cue 8), 14=-90(load cue B) Max Grav2=248(load case 2), 12=248(1oed case 3), 1~243(1oad CR8112), 20=237(1oad CIIlIe 2), 21=222(1oad cae 2), 22=277(1oad case 2), 17"'243(1oad case 3), 16'"237(1old casa 3), 15=222(load cue 3), 14-277(1oad calle 3), 18.'53(faad case 1) FORCES (Ib) - MllXimum CompresaionlMaximum T ensiDn TOP CHORD 1-2"0/48,2-3-129153, 3-4ao83I89, 4-5=-581121,5-8-58/155,6-7""'21183,7-8=-621172,8-9=-581118. 9-1Q=.58163, 10-11-61131,11-12-71140,12-13000148 BOT CHORD 2-22..01127,21-22=0/127.20-21=01127, 1ll-2O=Of127, 18-19=01127. 17-18=01127, 16-17=0/127. 1&-16=01127, 14-15=01127, 12-14=01127 WEBS 6-19=-2031'08,6-20=-1951114,4-21"""861109,3-22=-224'123, 8-17--2031106, 9-16....1&51115, 10-15=-1861109, 11-14=-224/122,7-18=-11310 NOTES 1) Wnd: ASCE 7-118; 1 OOmph; h"'25ft; TCDL&4.2p1f; BeDLlIlfl.Opsf; Category II; Exp C; enclosecl; MWFRS gable end zone; c:antilewrleft and right toeposed ; end vertic:al1eft and right elCpDOIlld; Lumber DOL-l.33 platll grip DOL=1.33. 2) Truss designed for wind laada in tile plane of tile ltuBs only For studs exposed 19 wind (normal to the face), see MiTek 'S!andanl Gable End Dalal" 3) TelL: ASCE 7-98; ""'25.0 ptIf (lIet roof 8/lDW); Exp C; Fully Exp. .q- Unbatancea 8/lOW I08CIS lilMlDeeif conSIOlII1IO Ibr tli1f lliiqiif. 5) ThIs truss has bMn designed 1cr2.00 times flat roof load or 25.0 psfon cwerhangll non-eoncurrentwllh olherUwloadB. 6) Thit truss has been designed for a 10.0 pal botlom chord Ilwlload nonconcumtntwllt1al'1Y other live loads. 7} Thts truss requke$ pin inspec:llon per tile Tooth Count Method \!/hen this truss Is chosen for quality aasurance inspeclion 8) Gable requires oontinUDllll botIDm chord bearing. 9) Gable studs spaced Bt 2-0-0 cc. 10) Aplite nding reduclion ol20% has been applied for the green lumber members.. 11) Thla lI\las is de&lgnlld In accordance wilh the 2003 International BuNding Code section 2306.1 and rel'1lrenced standard ANSIITP11 LOAD CASEIS) $landard r EXPIRATION DATE: 12-31-05 ] June 10,2005 A -- -.............".,..- --- O1Iftrl11Al1D.IlIIC.t.lmIZI_Jl&ll'DlI:RCIf __V.fF3_11Il& an"'ld lor... only.... Ntrek c:onnectcn. Tl*delign;, bos<od onvupon parom......l..-n. and is ""an 1_ua1 ~ c:omponiInl of cieIIgn paramenfen ond _rnccrpon:rtion 01 componer1tio res_Oily 01 buildlngdesis-- not ""'" deIIgner.lloacIng ohavon is Iat.rol Npport ofin_",,1 we!> _ only. Ad_lempoIory btaclng to iN..... stoblIIIy during _ io the respon,ibiity of the ondor. hId11Ional pem>anenI brae1ng of the _ slruclure is !he reopamlbilly of Ill. boIIcfflg ~. Pa 1l000efC1l11uil:lar1ce regon;Iitg robrico1ion. quoIIyCOftIRll;__ d8hy...-:Iion ancll>oOdng. consult ,A,NSl/l'I'Il Quallly~ DSHt and BCSI1 BuIIclIng C~ Saltrly _on CM:Jilotole 110m TNSI PIo'" 1_ 583 D'OnoIrio llriYe. Ncdllon. W1S37IY. 17T1_n_L..,..' . SuiIo 101 ClIru& HoigllII, CA, _'0 MiTek- /:. 1:- 1= PRECISION ROOF TRUSSES. ClACKAMAS.OR. 97015 LLIGLCHOMES~T.' R1~ 2 Job RtIlBnlnoe (oollonell 6 100 . SlIp 17 2OD4 MIle!< lndusfliea. me. Fri Jun 1008;45:08 2005 Page 1 10.6-0 10.6-0 21.0.0 1().8.0 S_ ~ 1:38.7 8lcIl= 2 II.OOrw I! 6 4/(12 ~ 5 .. _ = 4x12 ~ 7-0-0 740 1+0-0 21.0.0 7.0.0 7.0.0 PI ; 1:1-0-20-0-1 .13:0-0-140-6-91 4:0-9-11 n..n..cn 1l'l:D-6-13 0-0-0 l.OADlNG (pat) SPACING 2-11-0 OSI DEFL In (Joe) IIdlIlI LId PLA"reS GRJI> TeLL 25.0 Piat8a lnc:r8Me 115 TC 096 Vert(LL) -020 <<l >999 240. MT20 220/'196 (Roof Sn0w=2S.o) Lumber Increase 1.15 BC 0112 Ver1(T1.) -'0.48 U >509 180 reOl 7.0 Rep stress Incr NO we 0.56 HolZ(TL) oos 3 nfa 01. BCll 0.0 BeDl 10.11 Code 1BC20D3fTP12OD2 (Matrix) \I\Ielght 279 Ib LUMBER TOP CHORD 2 X 6 OF No.2 G BOT CHORD 2 X 10 OF SS G WEBS 2 X 4 OF No 1&Blr G BRACING TOP CHORD StructUral wood sheriling dlrectly applied or 2-11-1 DC pllliins. BOT CHORD Rigid ceiling di~ applied or 10-0.0 DC brIIcing. REACTIONS (lb/slze) 1 '"92751D-S-8, 3=9275/1)-5-8 Max HDlZ1....71(load caee 5) MIX Uplift'l--1658(1oad ca.. 7). 3=-1658(Jol1d CIIll8 8) Max Grav1-e4ll3(load case 2), 3009403(load aaSll 3) FORCES (Ib) - MaxImum CClmpl'1lUionlMllxirnurn TlII1sJon TOP CHORD 1-2=-15495/2715,2-3=-1M9512716 BOT CHORD 1~4OIlI13792, 5-0=-150719134. 04-5><-180719134, 3-4=-2370113792 WEBS 2~133917931, 2-4<--1340/7931 NOTES 1) 2-ply truss to be connected togelherwith 0.131")(3" Nails as ftlllowa: Tcip chclrda conneded as folows: 2 X 8 - 2l'OW1l ato-9-0 DC. BotlDm chords CDrVlecllld as foI!QM; 2 X 10 - 2 rows lit 0-7-'0 DC. Webs connaeled as follows: 2 X 4 . 1 row lit 0-9-0 DC. J 2) All loads are consJdIlnld aqtIIlIly applied to 811 plies, except If noted as front (F) or back (B) fIIc:e in the LOAD CASE(S) secllon. Ply to pi connections have been provlded to cIlslribute only loada noleQ as (F) or (B), unless otherwise indicated. 3) 'MIld: ASCE 7-88: 100mph; 1P=;251l; reOl,"".2psf; BCOl=6.0psf; Category II: Exp C; encIOIIlId: MWFRS in1erior zona; cantilever led'llUld right e>cpoeed : end Y81ticalleft and right expoSed; lumber OOL=133 plate grip DOl=1 .33 4) TClL: ASCE 7-88: Pf-25.0 pst{llllt lOofsnow): ExpC; Fully Exp 5) Unbalanced anOIA' loads have been iXInsldered for thi5 design. 6) lhl8 tnJas has been designed for a 10.0 pst boIlDm chord IMo load I1OIlCOIlQJIT8nt with any other live loads. TJTtlII::traw~e4'ootlteountMelhod-whert1hi~i~~sen-l'oN!ualily-1lSB..ran_.iRspedierr. 8) A plate I1lfing redlldion of 20% h.. been applied for the green lumber members. 9) Thi5 truss Is designed in eccord.,ce with the 2003 International Builcfmg Code section 2300 1 and referenced standard ANSIlTPll 10) Girder cantes iIe-tt span(s): 41-0-0 from 0-0-0 to 21-0-0 LOAD eASE(S} Standerd Continued on pege 2 I EXPIRATION DATE: 12-3Hl5 ] June 10,2005 ... _. V.........__-.u>ROftS ON2m8ABlJ1IIC'Ll11>Ji;1J~~_IIIl'.""ra_DU. ~o= fcr_~""" MTeI: con............lhlrd8lgn.baJed only"""" ~_ ""dioloranlndMduol buldlrl!;lc:cmponenl ofc:leoign _1__ proporinc:orpolation oloomp"""'" ;s~d buldi deaigner. 001_ dlIsig_.!tadn; shown is 101"",1 sLJppOlt oI~l_ memboos only. ^ddIIIonol jernporo/y brocing to insure lIobility ":Vdn; conrtuction ;, the ~I.:ty 0I1he eleCb. #,d~ ~broc:lng 01 the __Is Ihe respomibililr olthebulldingdtsSig""'. Fcr~lgui<lon<:e~ng fuboloal;on. quoily coniId. JtcIDs1e. deT"'9fY. ~ and bracing. conoult ANSI/Tm Qua1IIy CIlIeria. os_ OJId BeSll B.....ng Componeoll SaIeIy __ Q'Jailobfe &om Trws PIole lnsIIuIe. 583lYOmfrio Criwe, ModiIon. WI 03719. 7777_L.... ... h"" 101 CIltus~. CA, 15610 MlTek- ~ 1:- 1= PREClStON ROOF TRUSSES, ClACKAMAS,OR. 97015 I:LJGlCHOMES~T- Rf~ 2 Jo~ _ce ("""""all 6 100 s Sep 172004 Mirek lndus1rles, Inc. Fri Jun 10 08:45:08 2005 Page 2 I..OAJ) CASEIS} Slandard 1) Snow: Lumber 1_1 15, PIa1e 11lCIUSP'115 Uniform Loads (plf) Vert: 1-2'=-64, 2-3=-$4, 1-3=-839(Fe-81 II) A ....-. rorflJo........._ _.R&4IlJlO2SS cwftl2B_.IlICI:.UN2>MZDIr~J'___nll'.1_11U. Deoi;n vole! fer use only wiIh Mr_ conroecfors. 11* deo/grl k bosec:I only upon __ "'own. _ is fer on 1ndMc:fuol bullcling~, AppIco~ of design ~tersond pmprlnc:olpooafion ofcompcnenf is ~ of building <*Ignet. nof_ desl;ner.a-:ing_ is ferloleral SUA>O<l el indiYiduolweb membels anIv. _ *"_llraci",, loi",.... IIoblllv d~ 001IIlIucli0n 1s1he -"lbiIIY of... _rcr. AddIIlonol pennonenI broeing of ... _ _Is the tespOnIibIIty 0/ the buildinQ dlOig_. For """-' gulclQ_1WCIOIdinll (gb!collon. quoIty eonfrol otoooge, deIive<y, enlCflon and ~ ~OnMt ANSl/I1'Il QuaBy Crthtdcz. DS8-19 and IIC$Il 8uIIdng CompOnent Sa/oly h.lor","',," ...cIable fmmTIUIS PIo/e insliIuIe. 583O'OnolriollrMo. -... WI S3719. 77TlGrwonbecl<...nl.. SUllo 1011 CInII HI9*. CA, _10 MiTek- I:' /: I;'''' PRECISION ROOF TRUSSES, CIACKAMAS,OR. 97015 rn GLCHOMES TMOT-. R1~ Job RefeIence loPlion8l1 . 6100 a Sep 172004 mek Industrlll&, Inc. Fri.lln 1008:4.5:09 2005 Page 1 r'4-C I 1-0.0 ~ ~~12 6><10 MTl8H~ 1~ s.o.o 4-8-4 4-8-4 All plates are 1..5x<4 M20 unlea$ othelWise indicated s 6.00~ ~ 8 310111 7 3x5.= ~ 6-0-0 1~ s-o.o >>0.0 740 121401 1-1>4 Scale = 1 :".5 , fill 3Ii1 "'" 2().C).O 7.0-0 Plate 0IYseIa DC. '(): r2:o.1.{1.0-0-21. r~~ 0.3-0 r5:~2-10 ~1-81. 17:0.2-40.1-8 :0+12 o.1-1J1 LOADING~ SPACING 2.0-0 cal DEFL il (loe) IIdelI Ud PLATES GRIP TCll. 25.0 (Roof Snowo'25.0) PIa_I_ 115 TC 0.69 Veft(LL) -0.10 2-9 >999 240 MT20 22011115 TCOL 70 Lumber Increase 1.15 BC 065 Ver(TL) -030 2..Q >790 180 MT18H 22011115 BCLL 0.0 Rap S\rNS Jncr YES VVB OJl3 HOlZ(TL) .{I 05 2 nla nla BCOL 10.0 Code IBC2003lTF'12002 (MatrIx) Weight: 11 D Ib LUMBER TOP CHORD 2 X4 OF No.l&BrG BOTCHORD 2X4DF No.1&BtrG WEBS 2X4DFStdG OTHERS 2 X 4 OF SId G BRACING TOP CHORD BOT CHORD Struclunll wood ahealhing direclly applied or 4-&-10 oc pw1lns. Rigid cellng direcly appIled or 10-0-0 ex; brac:ilg, E)coept: 6-0-0 oe bracing: 7-B REACTIONS (lblBize) 5=19910-5-8, 2=899JO..Q-B Max Horz5:-218(lofld case 8) Max Upllft5=.32B(load cue 8), 2=-286(load cue 7) Max ~v5.1141 (load cue 3), 2cll74(load cae 2) FORCES (Ib) - M8ximum CompresalonlMaximum Tension TOP CHORD 3-4=-12831364, 4-5-1813/3SB, s-e-oI49, 1-:z-oI49, 2-3-1331/375 BOT CHORD 7-e-351O, 5-7-39611303, B-9=llI70, 3-9-146/778, 2-9--25211091 WEBS 4-7=-3961222,7-9>=-412/1430,4-9--2841157 NOTES 1) 'Mnd: ASCI: 7-118; 1 OOmph; h=25fl; TCDL=4.2pet, BCDL=6.Opsf; Catego/y II; Exp C; enclosed; MWFRS gable end zone; cantBlMlr left md right 0lq)DSed ; end ~ left and right exposed; Lumber DOL=1.33 pla1Il grip OOL=1.33. 2) Truss designed for wind loads in the plane at the 1lU811 only For lltuda exposec:110 wIncI (normal to the fIIce), see Wek "Standard Ga..... End DetaII~. '1: 3) TCLL: ASCE 7-&8: Pfa25.0 pllf (lIet raof snow): Exp C; Fully Exp. 4) Unbalanced lI11owlo8ds have bits! cona/dered forthill design. S) This lrua8 hall b1Ien designed for 2.00 timea .ftat roof IOIld of 25.0 psi on overI1lIngs IlOrK:OI1CUITIIIlt wIIll oIIllIlr Ove loads. 6) this lnlss II8s been cIelIigned for a 10.0 psf boItDm chord live load nonconcurrent with any other'liw loads. 7) All pla.1I are MT20 pIa1es unless otherwise indiclllDd. 8) This was requim. pistil inepection per the Tooth Count Melhod when this lruaa Is chosen fo.r quality assuranee inspection. -9-}GaIlle-studs-Ilpac;ed..at.2-o.o..oc...-_.. _..__ ____u.___._ _.._.. __ _.. _. _.._ 10) A plate rating reducllon at 20% has bMll appllecf for tha green lumber members. 11) This t1uss is designed In accordance with !he 2003 Intarnational Building Code lecllon 2306 1 and referenced slIIndard ANSVTPI1 LOAD CASE(S) Sl8nderd A --. ~ .....,.-__JfODlt 0Jr2'llltANJ)1JIIl;:Ull)&D_JlZIIZltBlIlCI:I'AGZ.our-,....n ___ DeIIgn vale! for _ only,.."MTel::"",,-. ThIo deooICIn ~ _ only upon __I....hown. C1nd Is for an lndMduol building eomponenl. Appicol:lilly atdtolign fOOIO- ond _In~ atc:cmpcnenl 1s*PG.-v at b~ deol;ner-nollruadeligner. arac:log_ .. r...bleralJUpport oflndNfdUCIlweb _ only. _tempcoay bro<:i'1Q 10 1nsweslab!llly duri~~ is the responslb/lllyotlhe ~~~IJ::::::=.~~~==J.:.'=-p<>ralClIIy~~ c:.=-:t'D58-8i:"nd-~~~~~-r.=-1 Scdoly ,"''''''''''"''' <l'>OlIoble tromT..... PIaleInslllul,o. S83 D'OnoMO Di-... Modison. WI 53719. 7777G_Lane ... s.iIIlllll CIruI H", CA, 95810 MiTek. 1:<1 I~~. 1::''- PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015 rn Gte HOMES TMQT- J 1 1 Job Reference 1000tIon8n R1eB48 6100 s Sep 17 2IlO4 MlTIIk Inclustries,lnc. Frt JIR11008:-45:10 2006 Page 1 I-H>-Ol 1-11-0 Il-O.o 8-1).() 13-6-0 500.0 20-().0 7-ll-O J21-ll-Or 1-(1-0 IWI'" ScIlla. 1:42.7 3 ~ 8 3>ll1! 7 3>cS = 3x7~ a.o.o 1~ 8-1).() 5-0.0 P1ale 0fIse1$ IX. V)' 12'0-1-00-0-21 13'0-7-40-3-41 15'0..2-100-1-81 17'0..2-40-1-81 [9'().6..12 0..1-81 2l).G.O 7-ll-O , . . , . . . . I..CWJING (psi) SPACING 2-0-0 C81 DEFL In (Ioc) l/det! lid PLATES GRIP TCll 25.0 PIa1IIS Il\CI'III\se 115 TC 0.59 vert(LL) -010 2,.9 >999 240 MT20 220/195 (Roof SI1OWO'26.0) Lumber IncreaSe 1.16 Be 0.86 Vert(TL) -0.30 2-9 >790 180 TCDL. 70 Rap SlrelI5 Incr YES we 0.63 Hor%(11.) -0.05 2 nla nIIl BeLL DO BCDL 10.0 eoa. lBC2003/TP120112 (Matrilc) Waight: 86 Ib LUllIIBER TOPCHORD 2X40FNo.1&BtrG BOT CHORD 2 X 4 OF NO.1 &Btr G WEBS 2 X4 OF Sid G BRACING TOP CHORD BOT CHORD S1nIcluIBl wood sheething diAldlyapplled or 4-6-10 oc purlln8. Rigid cellng dlrec:lly applied or 10-0-0 DC bracing, Except 6-0-0 oc bracing: 7-8. REACllONS (lbllIize) 5-llll9lll+8,2-aSl9JO.S-B MlIx Horz5-144(10Bd cae 8) Max Upflft5=-l77(IOIId c:ae 8), 2-153(1oad case 1) Max Gntv5=1141 (lotId Cll&e 3), 2=974(1oad case 2) FORCES (Ib) - MBXimum CompRl$sionIMBXimum Tension TOP CHORD 3-4=-12831183', 4--6=-1613/170, ~Dl49, 1-2-0/49,2-3....13321187 BOT CHORD 7-$;-351O,1;-7=-193tf303, 8-9<'0170, 3-9=-401778, 2-11=-101110112 WEBS 4-7=-.396/144,7-9=-19311431,4-9=-284/157 NOTES 1) VIIInd: ASCE 7-98; 100rnph; h-2Sft; TCOL......2psf; BCDL-ll.Opsf; category II; Exp C; endosed; MWFRS Interior zone; cantilever left and rig"! expoalMl ; III'\d ver1icllllel't end righl exposed; Lumber 001.-1 33 plate grip DOL='! .33 2) TeLL: ASCE 7-98; Pfw:2S.0 pst (11111 root snow); Exp C; Funy 8r:p. 3) UnbelenceclllnDW loads haw been COIlllic:leIllc for this 'design. 4) This InISlI has been designlMl for :2.00 limes 1llIt roof load Of 25.0 pllf on owrhangs non-concurrenl with other live loads. 5) This lruas has been designed for II 10.0 psf bottom chord INe load nonconcurrent with any Ofhllr Iiw Ioeds. 6) This tnIS$ require& plate inspedlon per the Tooth Count Methocl when this Uuss Is chosen for qU811ly 8SSU"'nce inspllCtion 7) A plale 18ting l1ICIuClion or 20% has been applied for the grMn lumber mlllTlbllnl. 8) This truss Is deeignllll in accordanee with the 2003 InlemlltiDnal Bundlng Code section 2306,1 and referenced IIlandard ANSIITP11 LOAD CASE(S) $landard I EXPIRATION DATE: 12-31-05 l June 10,2005 A - - ..~.......____ - R&tDJI02D OR !'BIll MIl) JIICUIIIlIIP lIIIDlIr~_ -.r4r.1.l1l1:P01US I1S& ~""Jid lor .... only..... MIele <:cnner:kxL ThIs deoIgn b bcued only upon ~ ohown. otld .loron IndMd..ol bulJdioop c:omponenl. to.., of deslgn lero ond poper""""-""" ofccmponenlilllllpOmibiilyof bUI:fi dtilgfw-not_ cleo9ler. 8roclrlg sI'icIIM1 is 1oI_lsupporfol~_me_onIy. _~ bwcing 10_ ilOblly~corwlruc1!on Is tile nospoNlbIIty olin. ....clar. _ permanent bmdng ollila _.frucMe "tlle.~ oIlhe building deslg_. FotllOllergJQ\o4dQlQl rwgCl'ding Iobri_ quolly control slorogII. deIvery. ""'""fioIJ ond brocl!'P- _ ANSI/TI'11 QudIIy Cdhrl... DSl-89 """ 8dn IoIIIdlng C""",..".nt Solely JoIcmnall.. CM:IIlcIbIe from Truss 1'_ 1nsllMe. 563D'OnoIno Ori_ /wIc>cMoon. WI 5371 9. rm_L... .. _109 CIIrus Helg/lls. CA. _ID MiTek- /:cr . /:- /:TP PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 m:=::n Rl~ 6.100 s Sep 17 2004 Mirek lncIUIllles, Inc. Frl Jun 1008:45:11 2005 Page 1 ~ ~o 11-11~ 3011-4 2O-Q.O ~12 7>l1 MT1eH= Scale = 1:42.8 2 ~ s.oolJl.. 4 I~ I~ 8 5 3lcll II 10X10 = &0.0 s.~p 1\-11-4 ~ ~12 ~ Pl/lll!l 0IfseIs IX. Y)' 11'0..2100..1-81 13'0-1-40..1-81 r4'Q.4.4 0-2-81 15'0-3-80-7 12.1 f7'0..5-80..1-81 5x18 ~ 2O-Q.O ~12 - . . , . . . . - . , LOADING (pst) SPACING 2-0-0 CSI DEFt.. in (Joe) l/deII Ud PLATES GRIP :rell 26.0 Plales Increase 1 15 TC 044 Ver1(ll) -0.10 +5 >999 240 MT20 2201195 (Roof Sn0P25.0) lumber II'lCI'BU8 1.15 BC 100 Vert(TL) -0.23 4-5 >595 180 MT18H 2201195 TCDl 70 Rep SlrMa I.nc:r NO WB 0.93 HoIz(TL) -0.01 8 .nIa nla Bell 0.0 Code IBC2.l103f11'l2OO2 (MaIrilc) Weight 232lb BCOl 10.0 LUMBER TOP CHORD :1 X B OF SS G *Except" 1-22 X 4 OF No.1&Btr-G BOT CHORD 2 X 4 OF No.1&Blr G "Except' 4-tl 2 X 10 OF No.2-G. 2-8 2 X 4 OF Std-G WEBS 2 X 4 OF SIll G *ElccepI" 5-7 2Xo4 OF No.1&Btr-G BRACING TOP CHORD SlrucluraJ wood sheollhing dlreclly appIIlld or 6-ll-O DC purllns. BOT CHORD Rigid CIIIlinll direclly applied or 4-11-1 DC bnlc:ing. REAcnONS (lbfBia) o4=502llJO.S-8, 1=-410-5-8, 8a61047/0-5-8 Max Horz....' 15{/oad case 8) Max UplllM=-9DB(1oad ceae 8), 1=-209(Ioacl case 3). 8=-1078(1oad c:ue 8) Max Grav40<5209(101ld case 3), 1=144(1oad case 2), 6=6187(1oal1 case 3) FORCES Qb) - Maximum Compression/Ma)(imum Tension TOP CHORD 2-3=-1101782, 3-4=-4901/835, 1-2"-122/726 BOT CHORD 5-8=-9710,4-5"-79114362. 6-7=-5S041968, 2-7....,0041202. 1-7-ll17/129 WEBS 3-5=-71514223.5-7=-84314845,3-7"'-562311044 NOlES 1) 2-jlly lruss 10 be connecled 1Dgetherwith 0131.,,3" Nalusfollows: Top chorda connec:l8d .1 follows: 2 X 8 - 2 rows lit 0..9-0 DC, 2 X 4 - 1 raw at 0-9-0 DC. Batlorn chords connected as followa: 2 X 10 - 2. rows at 0..7-0 DC, 2 X -4 - 1l1:JW at 0..9-0 oe, Webs conllKlBd lIS folIowa; 2 X -4 - 1 row at 0..9-0 oc. 2) All loads 11/11 considered equally applied 10 all plies, except If noted as front (F) or baek (B) face in the LOAD CASE(S) seelion. Ply to ply connectians h_ been provided to d1Wibute only Ioada noted lIS (F) or (B), unle&s otherwise indiclnlld. 3) Wind: ASCE 7-88; 1 OOmph; h=25tt; TCDl:04.2psf; BCDl=6.0paf: ClI1egory II; Elq) C; enclosed; MWFRS Interior zone; cantiI_left.nd rillnt exposed; end wrtical Jell llIld rign! exposed; lumber DOl"1.33 plale " DOL..., 33 4rrCttASCE-'1'=98;-~&p-e7-FtJ1Iy-Exp; 5) Unbalanced 1In0ll\'Ioads h_ been c:onsld"recI for this design. 6) ThIs.Vuu has been designed fora 10.0 pat bottom chord rIVe load nonconeurrenlwt:h any ol!ler live load.. 7) All plates.,. MT20 pllIles unl_ othllJWise indicated. 8) This tr.uss l1Iqulrea plaW intpec:lion per the Tooth Count Method when this truss Is eIlo$en for qUlilI1y assurance Inspecticn 9) A plate rating reduefion or 2~ has been applied for the greanlumber members 10) This wss is designed In aexordance with the 2003 Inlemalional Bulding Code aection 2306 1 and referenced slllndard ANSIIT1"I 1 11) Girder earries tie-iilspan(a)' 41-0..0 from ~ to ~ ~!lI'P$tlndard """ ._. ~.....___ cuuf JtIW) 1OI02ZS ONTJrIlf A1ID lIICUllJBI> _.IIIlF'a:It&M:sNt.lI; _Hn_llII& =,...ad fer_only_ Mil'_~ lhkdeJlgn II basodonly_ paromel.....-. ond II fer an indMc:Iucl bu~~ lsforb'::'''~~=~,,=~~=~~~~-:r..::;,,:~'':'b~:::: erecia'. AddII!oncII_nembro~~ _ _ lllhe...sponlibiIyOf1he buiding dt!slgner. Forgel181'01 guldcnce~ _olicn. quoLlly ccrm.l "..~. . eredIon and llr~ oonoull ANSIJTl'I1 Q100lly CrBOIIc, asl.1I\> and tan llullcing ~ SaIIoty _"""'Ion avgibble lIom!ruos I'bte InslIIuIe. 583 D'OnofriO em... Mexioo.. WI 53719. . 7777G_ck\.ml1 .. _108 CllNI HIigII1I, ell, !llIe 1 0 Mlrek* /: /: 1;:- PRECISION ROOF TRUSSES. CLACKAMAS.oR 97015 m::=:: Rl~' 6.100, Sep 172.004 MlTBk 1ndus1rie&,Inc. Fri Jun 1008:45'11 2005 Page 2 LOAD CA8E(8) Slandarll 1) Snow: !..umber In_l 15, Plata Increa--' 15 UnlJonn Leads (pII) Vert 2-4=-&4.1-2=-84, .oI-8-839(F...a19), 1-7--20 A ...-. ""'1Ilr..eoip___--JlOJUOlI'nDBARlI.ara:.DD&D~-~..--.r..l'3- au:. DeoIgn""'" for _onIy..tl\ />oIfel:COMeela>. Ttjodeolgn Ts _ only vpon pclI<lrnet..,hown. one! Ts for on jnc:livid>ool buIIcIlng cornporoenI. ~ ofdeli;n pclI<l..-l_oncI pr_inc:apo<afion 01 """-"",,,Is~ ol bulcling desIgnor. nollMs doosign<<.1lrocing _ Ts fa _"'-' at _uoI web ITlerl"ber> only. Add_1ItmpotoIy brodng to...... sfQtllBty dullng consIruc:fIon Ts tIla ~ 01... """,lor. AcI<IliIOnQf -' ~ 0I1he _ sfruclunols1he.......'-" oIlhe buiIcthg ~ l'or _01 guidonce regCftfong Iobric:01iotl. qUCIIIy <:cllM>L 1Ioft>oe. dollvely. .-..eion and 1:Irac01;. """"'! ANSlIIPll Quolly cnt...... __8dn _ng C""""""",I 5alofy __ O\doble tom TMS PIo1e _. 583 D'Onofrio Drive. _ WI 53719. T7T1_l_ _ _lOll CIlNo Hel;llls. CA, .10 MiTek- I:' /:;- 1= PREClSlON ROOF TRUSSES. ClACKAW\S,OR. 117015 LLI ~CHOMES: Rl~1 Job R....nce '0I18Il 6.100 s Sep 17 2004 MiTe!< IndUSlries, Inc. FrI Jun 1008:45'122005 Page 1 - 1-l}.Q 1-l}.Q 12.0.0 e.o.o lloOoO ~ 4lI4 = 5 13-0-0 I 1-0-0 Scale' 112'''1' 3 3lo4 = :be! II 2lc3.11 :be! II 2JC3 II 12-0-0 12-l}.Q 2lc3 II 3104 = ~ING(psf) .. SPACING 2-0.0 C8l DEFt. In Qoc) IIdaft Ud PLATES GRP TeLL 25.0 P1alea Jnaeaae 115 TC 010 Vert(LL} -D.01 8 nIr 120 MT20 2201195 (Roof SnrM=25.0) Lumber lnc:reese 1.15 Be 0.04 Vart(Tl} -0..01 8 nIr 90 TCOL 70 Rep Stress Incr YES \Ml 004 Hol%(TL) 000 8 nIa nla BeLL 0.0 Code fBC2OO31T?12002 (Matrix) Weight 48 lb BCOL 100 LUMBER TOP CHORD 2 X4 OF No 1&Blr G .BOTCHORD 2X40F NO.1&BtrG WEBS 2X4OFStdG OTHERS 2X4OFStdG BRACING TOP CHORD Structural wood sheathing dfreclly applied or lHl-O DC purllns. BOT CHORD Rigid celing d1rec:tly applied or 10-0-0 DC bnK:ing. REACTIONS (lbllIize) 2><158/12-0-0,8=158/12-0-0, 13=1El9112-o.0, 140:165112-0..0.11=169112-0-0, 10=165112-0-0,12=152/12-0-0 Max Horz2"'91 (load case 7) Max UpllIl2=-83(108d c:aee 7), 8=-101(1oad case 8), 13'--94Q08d caee 7), 14=-70{load C8lle 7), 11-93(load case 8), 1()C-70{1oad cue 8} Max Grav2>'228Qoad C880 2), 8=228(toad case 3), 13"'247(1oad call8 2), 14=225(load case 2),1 1=247(1oad case 3), 10=225Qoad_ 3), 12=152(load case 1) FORCES Qb) - MaxImum CompnouionlMaxlmum Tension TOP CHORD 1-2"lII48. 2-3-62147, 3-4=-57180. 4-5'"-621110, 5-8a-82I100, 8-7-57142. 7~-$2/28, 80-9=0148 BOT CHORD 2-14-0178,13-14=0178.12-13=0/78,11-12-0178,10-11:00178,8-10=0178 VlIEBS 4-13-.20611,5,3-,.....,881104.6-1,--2061114,7-10-1881104,5-12-1,219 H07ES 1) WIne!: ASCE 7-98; 1oomph; h>o25ft; TCDL=4.~pst, BeDL=6.Opst, Calegory II; Exp C; enclosed: MWFRS gable end zone; amtiIewrlelt and right exposed ; end ..ertic:aI1eIl and right expoHd; Lt.mber DOL.., 33 plate grip DOl=1.33. r 2) Truss designed fer wind loads In the plane d the lnlss ariIy For studs lllCpOSlId to wind (normal to the face), see MiTek "$landard Gabfe End Detail" 3) TCLL: ASCE 7-98; Pf:25.0 psf (lIat roof anDW); Exp C; Fully Exp. 4) Unbalanced IIIlOWloads have ~ conslderec:l for this design. S} Thfa tnl$S has been designed for 2.00 limes flat roof load d 25.0 pat on owrhangs norK:Oncurrenl with other live loacla 6) Thf$ truss has belIn e!esigned fer a 10.0 psf battom chord live load nonconcurrent wlIh any other live loads. 7) Thl$ tru.. requilu plata Inspecllon per the T oolh Count Method when this truss is chosen fer quality IlSsurance Inspeellon .8.l..Gll.bIll.l'IlOuirea c:ontinuous bottom ~P!I!1i!l.9, 9) G'able stUds Spaced id. 2-0-0 DC, 10} A plate rating reduction of 20% has been applied for the green lumber members. 1 f) This truss is designed in accordllOC& with the 2003 International Building Code secllon 2306.1 and referenced standard ANSvrPI1 LOAD eASE(S) Standard I EXPIRATION DATE: 12-31-lE ] June 10,2005 A\ _. ~.........~...i_JIImrS DIl'1'JDSAl'IDlIICUlDI:D__,__r..,.., JIUOU rIII& =n~ Fer _only with Ml,* connecbs. Thifdeoign Is batedon/f upon pooo........_ and is fer on indM<lualtolldlng component. A of clMign pcwment...and _inoarporaIIon of oomponentis ~ol ~ des;gnw- not_ dMlgnet.IlracIrQ_ Is fer Ja.....I..ppori of Ind'",ldualweb members only. A_ ~ bmclng to insueslabilily during corwIrucficn Is 1he rwporlIIbIlty ", the """""'. AtldllJonal ~ bIudng oIlhe """,all sIruclwe Is the resporwibllly 01 the bukf'"lJ~. far gon8l'al guidance ~ _lion. quaJly Con1rol. stllroge. deIveIy. _ and broclna. conouII o\NSI/lPI1 QoaIIy ~ DSB-I' and scsn lulldi"ll eompOnenl SolIoIy InlonnodlD/l o~1iom Tnm I'Ia1e InsliMe. 5113 D"Oo1oIrIO Drive. Modioon. WI 53719. 7177Gne.-lano .. Soliloln Cilnlo~, CA. HIlIO MlTek- /::7 I:~ /::= PRECISION ROOF TRUSSES, ClACKAMAS,OR 97015 rn GlC HOMES TUOT- Rl88488i'i Job Reference laoti<lnall 6.100 I Sap 17 2004 lilrek lnduIlrieS.lnc. Frt Jun 10 08:45'13 2005 Page 1 -140 1~ e-o.ll e-o.ll 12-0-0 e-o.o 13-0-0 I 1..().() SQle: tJ2"al' -= 3 J :Illl5~ a.5 .". ~ e.o.o Plall!l 0!IIlellI IX. Y)' 12'0-2100-1-81 13'o-Z-o D-z-al f4'0-2-10 0-1-aJ 12..0.0 ~ . - . , . . . LOADING (plIl) SPACING 2-o-D CSI DEFL in (Joe) IIdeI'I lid PLATES GItIP TeLL 25.0 !>Iates Inaeeso 116 TC 0.31 Vert(LL) -004 4-8 >9110 240 MT20 220/195 (Roof Snow=26.0) Lumber Increase 1.15 Be 0.27 Vert{l1..) -0.09 04-8 >999 180 TCOL 70 Rep S1ress loa VES WB 011 Horz(TL) 0.01 4 nI. nla BCLL DO BCDL 100 Code IBC2D031TP12002 ~ ~4ZIb LUMB!:R TOP CHORD 2 X 4 OF ND. 1&Btr G BOT CHORD 2 X 4 OF No.1 &Btr G WEBS 2X4DFStlIG BRACING TOP CHORD Struclural wotld ahelrthing <iirecti)' applied or s-o-o oc: purflllS. BOT CHOI'tD Rigid ceiling dlreC\ly epplled or 1 ~ oc brac:lng REACTIONS (lblalze) 2=563J0..5-8, 4:l'5631ll-5-8 Max Holz2-59(1oad case 7) Max UpliII2-127(load case 7). 4=-127(1oad case 8) MllX Grav2"'682(1oad case 2). 4=682(load C8N 3) FORCES (Ib) - MaxImum Compl'l!UionlMaximum T.-on TOP CHORD 1-2=0(49, 2-3=-6ll3lll5, 3-4=-6113lll6, 4-5=ll/49 BOT CHORD 2-S--281546, 4-S=-281546 WEBS 3-6000/266 NoTES 1) Wind: ASCE 7-98; 100mph; 11=25ft; TCDLa4.2psf; BCOL<=6.0psf; Category II; Exp C; enclosed; MV\IFRS.lntertor zone; cantilever left and rlght exposed; end vertit:alleft.snd right elCpOsecl; Lumber DOL=l.33 plate grip DOL=133 2) TCLL: ASeE 7-98. Pf=25.0 pst (fia1 roaf snow); exp C; Fully Elcp. 3) Unbalancod snowlO8ds halle been considered bitlis deelgn. 4) This tnlas hes been designed for 2.0C times lIlIt roof load of 25.0 psi' on overhangs non-concurrent wi1h other five toads.. 5) This truss has been designed for II 10.0 pat bottom chord Iiw load nonconcurrent with Bny other liYe loads. S) Thla 1russ requires plate inspeeIion per1he TootIl Count Method When 11118 truss is chonn for qualNy lISsuraooe Inspection 7) A pl. rallng reducllon of 20% hu been applied for lite green lumber members. 8) This truss is deslgned in accordance with the 2l103lnlemBllonal Buildlng Code aection 2308.1 al'ld l'8fe18llCed slandal'd ANSIITP11 LOAD CASe(S) S1andatd U ...~. trorfAo.....____ -_JiIOES80IU\tDSAD~JII!'ZI[__"AGI:__".7'3_1111&. Oeti;n ",,1<1 lor... on....wIIh Mli_ c:oJ'IMC!ooL n. cMoign ~ _enly upon __ Ihown. end 10 lor ClII indMcfuoI boiIdIng ,,~. IIpplocrbily of deolgn paI"',_ end _ inccrpaoofion of""""",,,,,,,,~ -~oI'loulI<in<J d.,;;-' not_~. BIadng_ iI forbt<WOJ oopporl ClI indMduaJ web _ only. _, lempcRlly Crcc:fnQ Ie i......., slablily .rUlIng i::onoIndIcn iI the respcnslbillty ef fhe e<e<:fcc. AdcIIOnoIpowmanenfbacingoltho__I&Ih.~efjhebulldin;deoig_,"""genetat . """" on:fng latlllcof;on, q.-y conflol mage. ~. ' eMCiion and I:ftx:ing. _ AlWll'Pll Q,ocllty ClIIeII", DS8-8'I ""d ~ IuIIdIng~D.........ent SDloly _DOl _ble ftorn Trull PlolelnolluM. S83 Q'Ono6lO Olive. Mod'oon. WI sa719. 71T1Cl.unlllctu.e .. SuIe 1GB CilNo HolgIIIs. CA. 9Hl0 MiTek- 1:07 . /:- 1= PRECISION ROOF TRUSSES. ClACKAMAS,OR. 97015 rn~=:: R1~1 6.100 II Sllp 17 2004 M1TelIlodusIries. Inc. FIl Jun 1008:46:14 200S Page 1 ~ ~ 12-O-Q ~ lll<911 Scale. 1:22.5 2 ~ lI.OO[t2 Ii 8x18 .p 5 3l<12// 4 3x12 ~ 4-7-12 4-7-12 7_ 2-8-8 12.0.0 4-7-12 Pin 0IfsetlJ tx. Yl' 11'1-0-20-0-1113'0.0-14 0.5-91 r4'~ 0.1-81 IS'~ 0-1-81 , . . . . LOADING (psi) SPACING 2-0-0 CSl OEFL in (Joe) IIdell Ud PI.A TE8 GRIP TCU 25.0 PIa_ Increase 115 TC 0.77 Verl(lL) -010 4-5 >999 240 MT20 2201195 (Roof Sn0w=25.0) TCor.: 70 Lumber lncreue 1.15 Be 0.96 VerI(TL} -0.23 4-5 >597 1S0 SCll 0.0 Rep Strua Ina- NO we 0.48 Hol2{TL) 0.05 3 nla nla SCol 10.0 Code IBC2003ITPl20D2 (Matrix) Weight 78 Ib LUMBER TOP CHORD 2 X 6 OF No.2 G BOT CHORD 2 X 10 OF SS G WEBS 2 X 4 OF No 1&811" G BRACING TOP CHORD Slruc:lund wood shea1hlng directly applilld or 2-1-4 DC pulli"". BOT CHORD Rigid celing dit8clly applied or 9-7-14 DC bracing REAC110NS (lbfslZe) 100621110-5-10 (Input; D-6-8), 300521110-5-10 (Input o-s..e) MIIX I'Icn: 1"38(Ioad can 6) MIIX UpIIIt1-932(1011d case 7), 3....Q32(1oad c:ne 8) MIIX Gr8v1aS283(1oad C8S8 2), 3'"5.2S3(1oall case 3) FORCES (Ib) - Maximum Compl888lonlM8Xlrnum Tension TOP CHORD 1-2-7707/1358,2-3....1707/1359 BOT CHORD 1-6=-121118934, 4-6J0-8191S233. 3-4=-119818934 WEBS 2-5=-59113510,2-4=-59113510 NOTES 1) Wind: ASee 7-98; 1 OOmph; h=26tl; TCDL"'4.2p1lf; BeDL=ll.Opsf; ClIIIlgoryll; Exp C; enclosed; MWFRS interior zone; cantil_11Ift 8/ld right 8JCPosed ; end wrtlcalleft and right expoeecl; Lumber OOL=1.33 pl" grip OOl"1.33 2} TCU: ....sCE 7-98: Pf-2S.0 ptIf (1I8t roof lI1ow); Exp C; F~ Exp. 3) Unb8lanced snow loads haw been Qlnsidered for this design. 4) This lruss has ~ desillnllCl for a 10.0 pst bolll:irn ehon;\ live load nonconcurrent with any ather IIYlIloalls. 5) Thlslruss rilqull1lll plat., irwpection per the Toolh Count ~od when 1his 11.- is ehoeen for qullllly lIS8UfanC6 inspection. 6) A plll1B I'8lingleduclion of ~ has been applilld for !he green lumber members. 7) WARNING: Required ~ slze.atjoinl(s) 1. 3 greater1han Inputlleamg size. . 8) ibis tnJM is designed In accordance wlIh the 2003 IIlIINMtIonaI Bulding Code slOCtion 2308 1 and rel'wenClld standard ANSVTPI1 9) Girder carriea tie-in span(s): 41-0..0 from 0-0-0 10 12-0-0 10) In the LOAD CASE(S) secIiorI, 10000s applied 10 lhe face of the truss are nolecf as front (F) or ~ck (B). lOAD eASE(8) Standard 1) Snow: Lumber 1l1CRl8M=11S, Plate InereallD"11S UnII'onn L~ (plI) VeIt: 1-3:.83il(Fa.819), 1-2=-64,2-3"-64 ( EXPIRATION DATE: 12-31-OS ] June 10,2005 4 w..-. yorfllr........_---2S8011TBlf1AliJ).DR:r.lIDD_~__,...n_1llI&. Deslgn valid laruoeonlywtlh M1flllc~ lhls delgn io bosed onIr upon po"""""'" -. and b Iar "" _ ~ componenl. A~blIIyo'~ _-and _Inoorporation 01 compoo18nl b~ 01 bu8cing <*igner- not fluor d-rg-. 5raoIng >hewn Is to< _1",ppor1 ofindivicluol__ only. AddiIlonollen>_ bracing 10 inswaslobilily aurl"Sl cons1rur;fion is IN! ~ a11be "'eeIar. AddItlonalpermonent~of fhe__ ir In.. ftIIlPO'l'IbIlyoflhe b<ll1ding desi_. For__J gW:joftee MQOIdinQ fobrlc;o1ion, quolly ConIrol. oIorage, deIveJy. erection and bracing. consuII ANSI}I'PIl Qvallly c.n.n... os..., ond sCSn IluIIdloIl l::ompOnenl 5aleIy - ~ from 1"", rIaIe JnslIule. S!l3 trOn6trio CrIYe. Modlson. WI 53719. 77T7_clc:i.alt .. Suile10e emu HaighIs, CA.lI58tO MiTek- \:tic! ).-- Q~ ~i -~ ~.f ~~ Cl 5" G'> Ole: O::i! Z &. OUe:""ll>OOc S Q.ffQ,6Ci"~ a 11>!,_~;;ICl;;l~ Q,<<:::i 0 '" 0 0 (1)~G'>CloS~ ~aQ~5.~!!!. 8 0 0.:0 '< ~1C 5""",00.0:;;1 0.10 ,nil _ V> .....2 0 0 :a. Q g:E"2 _::l:v>~ /) ~3::g9.Ro.~ !" ~-<1l ---120 o !<.;tc6 "" ~~3" t:g g:gQ' gO' lD0.3 :=I""' Ea g~ '~ Uo ,.. ~- ::3 (il'C65" coco. 3 !l " 1'i 16 cr12 a ""' ;;I :!i ll> ~.,,~CIt =,"CDOO CDUOO Qj-'oo gc::!: ~5';",g g,~8~ c60::lm U'I_'^.JI'i 011><(1) gi~g c 5"0-0 ;'" -=-~ ~ i !!i I. ll~_ l !: ~ (:l . ~ co ... J: i' p; !J1 5" 00 ~ "C 0 Q._ 1<;;1 00 o <- ;;l 00 0. o=- 8" Q'Q 0. ~g.. .[ ~ Oll> ! --- "fi ~2 o 0::1 ~ ::13 c Q.ll> ::s (Il3 ~ ::lo- :T l:: ~~ (() [ ~~ (i n' ""''0 ~ o 5"::1 ! Ci" a- o ~ ~ :f ;:r (1) ~; ~ "C - is ~ ~ ?' !'- Cl o ~ ~ '" Qg' -=; ~~ :::;;0 6::T o~ (I)", '" :E' ::3' -c Sl '" "'I' < 5"(1) ~ ~a (i ~~ 0._ c~ 2.0 mg. oCO ~9. ~o ",:::I: (I)' ::liS ag ~3' !P rlIII m . l!! Z Gl -.0 A ~ ~ -0 00 (j ~ p p ..., 0. ~ ~ p> -0 tn :-" -.0 e > ~ ~ ::;:g~8: ~~[~ -c::S'~ ~"'3'0- ~(I),< ~Q"~ Qg3 l:QS'8" 310 :;:- -"'::T a~~ 0-:\ ;go a9.a 0__ ~iQ ~ n () CD Q 0 w 0() o ">,j tv '" ..... "8~ 0.0 c6~ S-e- ~3 ::'1;; g;: 0.(1) ~:;. <C~ :l_ '::3' (J) 0. ~ "C c ::>. :;- '" ~ ~ (I) 0. a uSE ~a3 Si~~ (1)....__ P:g 5 OCD -0. ~~ :BE: c:- 00- -(1) 00 0:: ""'::T 0-(1) ~u 1Il~ ~CD 0'" ::10 _;;I ::To. 0", -r::r ~ o a CD o ~ -.0 q- ~ -0 tn J.. p ...0 ~ 'o(l 0. 0.. ='" ~ ~ - - ... !: ~ m > X :; ~ s: n Z Q 00.'0 ~ 5~~ :. ;;r~::sa g~g, ;~~ CD --. cr~g c50C;; :;:F:;: "0 ",(I) Q~~ ag:f ~o. n o z Z m o (3 "" ... >: ..... no n o 1:1 1ft > "V ." Xl o < > ... ... - P ~::i! ~~ ~f n' o!:!!. -!jj (I), 3~ 3'- ~~ cO 3~ "0::1 15"0 =::1 ::so. <0_ ag .cc c5' ;-::s 30. ~3. ....ell "'::s g '" ,"0 Biib> 3" 3 o-o~ ~ if"", O'glX" "'.;to ~o~ " -0 'Q:2"i ot:::t C O'R 0.0-- o....S;; CD"fiQ. ~ao g,Rg o G)!:!!. ::Sello. ::s~ SI!- Q.g ~o oa ffV:;' (1)- t;;'i 0' zn 5~ ;~ >~ ji ... l: '" g z ... :ii '" c .. -< '" z c .... o ~ , ): .... m en N m ...>.... %.0 "'0- J;c~ ~~)o .... ;J:'" "'Q ....... "'z c'" i~ z~ Q. ~; i!~ "'~ isgj -.., ~'" ."e; ~n :i!g ~~ 0;;;; '" CD CC:: "'::l (1)- ~~ ~~ CIlCll rot: .o:~ a::r 09- a2. ~:.. ~ ~~ "'ell (I)", <cO C;;I zt;;' (I)::S ::to ~~ CD'Q. :::"fi c:o 32: ~~ ""'0 ... it ~o .n if gCl. ii~ .01' Ii 1=-a = c g: CD 3' ~ ~ ~ N .g o :"l :r~ aff 5'" _0 ~5' gl !.~ _::S -QO ~Ci" co. ;;3 ~& OEi =(1) On ~~ 0(1) -:;I gs: C 3 0- ~ I I . gg~ S~~ (I)()~ Uo.o- ~~Q. 'Q.(1)5" 000. -=1'5' ~go 201 ~:7 ~cP 5' . ~~O' (Q9.- (I)(l)A "'x aT'1\.l :t~Q. C . (I) l::~::l ~a 05' S.? 6:g (l)o CD TOP CHORD CD ..... 0.. 01 TOP CHORD 0. Ol :l>o 3'~ (l)", (\)d5' ::S::s <0 dl:l ~~ CDll> ~'" S2 o~ 0", ~~ 0.- ~.~ 3=~ >::;: z8- ~~ ~"Q -0 'co () ~ =r ~ oo::i! (") ga~ =- -0(1) 3 g5.'2. m '" 0 ::3 CCll- 0- Q;3SR ~ ;gg a: ~~ll 0- 5"=11 Q) m":<::T ~ o.ga 8 .!1a~ ~ >"'0 ~ zo- C V)='=t <0 ~~~ 0 =da !! ~;; CD ag g o~ ~ a :T !Il 00.-0 =<00 06,< 5'::siS: l1lCllQ) -~ () aCDO (D--'O (jj~iD '" ....'" - -. .Q. !!= "01:2: ~i~ m$~ oa. :"'(1) "06- o::s -go ~- ~16 ~o- :;Ie ~a: 05' ;;IrQ 0. :E m ~ o "'Cl (") A5'" '" o '" 2 ,., fflJ o I .;;:" ..= w '" !::.Z O(\) ~ai 3;>> 9.~ ~.81 c;;o. !~ ~'g. o.!:!!. CD CO .0::1 80 _0 (])Q. .:<5' g-rQ g~ ~~ ::to C::s t:o. ~~ < ~ . O>OOCl a~~i~ "'<~vrar ~'"t1!:!!.c ~ <=15'0"","0 i~a~~ -<:....oaQ) rooa>1)g 8.8'3'9.'0 _::;(1) S' ::3':!;0._ 8:.:. 3 (l)g I'D ....CIl ... 0(1) ... -::s )( 23' -< ttyt ] :-' 0.),- ero. (Co. gff o::s -0 1<:;:- ::<0 0-2: B'~ 0'< 3'~ ~g ;;s- _<0 ~~ ~2 CIl'" .0.... ~.~ s.~ . 3 "'iD ~cb CD () !:!! ;!CI) !;'< ~ 3 gO'" !; 0 ~ur . z c o :::u m z .... ~ (5 Z 0. 3' CD a 5" a f => :; - :;: => it CD CD => it z c 3 0'" CD ... - ::I CQ CI) '< en .... (I) 3 c,. os. 32' 0"" &QCD CDo 0,. "'0 -a= CDO wE on ~o 8.c: 5"0: cn -'<0 c: III CD -a ... o "0 CD ~ ~ Gl (I) ::I . ... Q - CI) Q ..... <D .... "< Z o .... <D en d,QllT~. $fi~~ D8 '\ol........J"" CITY OF PORT ANGELES PUBLIC WORKS . ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 9R~62 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000487 Date 872449 822 MADELINE ST 06-30-00-1-0-4600-0000- ELECTRICAL ONLY 6/16/05 RS9 RESDNTL SINGLE FAMILY o Owner Contractor BFV LLC 711 E FRONT ST PORT ANGELES (360) 452-8924 WA 98362 BEST ELECTRIC .p . O. BOX 2445 SEQUIM SEQUIM (460) 2248 WA 98382 Permit . . . . . Additional desc . Permit pin number Sub Contractor permi t Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE BEST / 60A TEMp., 52175 BEST ELECTRIC 42.20 Plan Check Fee 6/16/05 Valuation 12/13/05 .00 o ~ ~ '" ~ '\ ~ J ~ ~ " lA ...., 1'. .. ~ \ <- ('\ , f1\ \ L\ ...... , Qty 1. 00 Unit Charge Per 42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 42.20 Fee summary Charged Paid Credited Due -~--------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.20 42.20 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 42.20 42.20 .00 .00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEQ'.ION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.1~ [4196] ~(~ " ELECTRICAL WORK PERMIT APPLICATION . , / Job ",ired by C Owner nltallation description CJ Commercial License number i. Date E,Kpirel [J New I:J Altertd/Addltlon 9~~~ 3 -57'6 Preml~1 owzerll name JJ. t!..- L? _ L l(-t')/?') l,2 .,t:(1)c Addre.. of Inspection ~~ ~_ ;111 t'JELJ:J(J~ sr- Clly P If,. Phone number to Icbeduhl lnlpeClloal (~o 4~? TEmp P~WE #( ..... Owner (J,f defined by RCW./9.28,26/:(1) Owner will occupy the ~trflC' rc for two year3 after this electrical permit i! finalized. (1) Ow"" Is requlre.d u) hire. all ele(;,rlcal conlraCUlr (f above ,raid property i3 for sa/f. refl' or 'fan. After rcadlng the above statement. I hereby certify that I am Ihe owner of the IIbove named property or a licensed eleclrical contnu.tot. I am making the electrical instal- lation or alteration in. compliance with the: clcctrlCBlll1ws, N,S.C" RCW. Chapter 19.28, WAC. Chapter 296-469, The Ciry of Port Angeles Municipal Code, and Utility Spec:ifilOationB. SIIOItll f owner, eJ etrl I e ntrad IJ Cash C Check # ~reditCard Voo ~ercard~ Discover Card # _( x Date: xpiration nate ofcard Service Informellon Voltage ;Z If 0 ~h&..III..' [J 3 , SeNlc8 Slzo: ~ Foodor Slzo: [J NO LOAD CHANGES I;J e..obo.rd _ KW [J Furnaco KW (;I Ho., Pump _ Ton _ LAR (;I Fan-Wall KW I:J Ovarhaad SONlco ~mp SONlco ~ Undorground S8NIC8 SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH.IN THERMOSTAT SERVICE O'l. APOfOvcll By DllC A"~l'OvClJ by Di.lCl ApprondBy FlNAL DITCH FEEDER Ofttt AJlPf'OVIld B)' n.IC Aprfllv,dUy / Dal' Appl"llVlld By / Inspection Area, Building or Equipmenllnspe<:ted Ac:tiCln Taken Eleelrical ,Olte/ Insp~or td(~/6 ~ 7'L Cf:-- Sf 2-20 ~) , , _thl~/"y VliJA'v tilt/or' 4-co. 'bl!~ ~ / I S8LS :289 139:2 3ct~Mact~H lj .,. - - 6) act ~OOct Wd 6_ pe se0~ Sf Nnr f!I"J( " ELECTRICAL WORK PERMIT APPLICATION Job wired by CJ Owner In/ltllllution descriplion Cl Commert;:I.1 Relldentlal o New a Altered! Addltlo. :paser'l mailinll~s tJ. 'I-- CitY~ l.)~1l1 T,lc)J; e n mber q prem~ L"t name JIo-m e:s Addre'q;'~IPectlon N- ~ ct In t'>El.PJ~ Sf L4f1J City t;p Pbone n~mber to Icbedul. InlpecUon: LI U "., r r q Owntr as defined by RCw'i9,Z8,2tfJ:(l) Owner will uccupy rhe 3(nAC/Uf'C for fWo yea1"3 after this f!/ec:tricoJ permills finalized. (2) Owner fj requil'eJ f() hire an electrical contTac:fOf 1/ ahove JaM properly jJ for /laic, renl or leust!. After re!ldJn~ the above ,tatcment, I hereby certify thol I Bm the owner of the Bbove named property or a licensed electrical contractor. I am makinljl the electrical instal. lation or aheratioll in compliance with the electrical law!. N.S.C., RCW. Chapler 19,28, WAC, Cho.pter 296.468, The City of pon Angcle!l Munic;jpaJ Code. and Utlht)' Speci cationS, SIKoatu 7:J.-illI S' *ZIP qf:S q, 2. PAX nu },e, '3 - ":i7lS ~5'1(P SQ p,-- OtVel.~_ CJ Cash CJ Check # CJ CreditC.rd Vi,. ~ Di,cover c~#ON~__~___~____ x actor !:It olectrleal dmlnl.tutor Date: g.... ..:J.-o ServlCB Information a NO LOAD a S..oboard C Furnace o Hoat Pump o Fan-Wall HANGES KW JI>.W Ton _KW LAA D Ovsrhs6.d Service (J Tamp Sorvlco .a-Underground Sarvica Vollage Phasaa,03 Service Size: _ Foodo' 51..: SAME DAY INSPECTION. CALl. BEFORE 7:00 AM 360-417-4735 ROUGH.IN THERMOSTAT AtO . Appm....d By . FlNAL ~hlo{; Dt PPl'1:lv~<t By s' ~Q SERVICE ../ ,1:f;.(J /) D o , e:...a FEEDER I~P A"~,,d ay Inspection Date Area, Building or Equipment Inspected Action Ta.ken Blectrical Insplilclor ~ ,---- z:e-d S8LS 289 e9~ 3<:tI:;Ma<=tI:;HU<=tI:;>lOO<::l WI:; ev:lt See~-9z-~nt;