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I f'. 069 939' EVORE, N 9. 4w Rif DE ",(tj - -'- ",-?, DO A E VI L TREASURE HILL OROVILLEV- -x5356 �O T q 'CONTR-:'BETTER-'BLDR'§' N, ,NFW' SF 069- 0'011 101I .01m;0611 - v Tr r. 5356 TREA HlLk-Dft. OROVILLE BETTECONT: ETUIL 069-250-011 0:0 28 DEVORE, NEIL 5356 TREASURE HILL DR'.O DR'.MLLE ][:E CONT: JOHN STARK REPAIR FIRE DAMAGE X,-„ M�'ja'w�•-^ y0t''. s ��'a f `r�.v` ''�''=i'i•'�r�"�L.�n'Y-i�i�� c"*Y�7.:. '� �'' $ BUTTE COUNTY SCHOOLS IMPACT FEE "CERTIFICATION FORM Al t (One Form Per Building) School District D0_2160 Building Department No. A.P. Number Property Owner Jurisdiction 4-I AP AZA Property Location/Address Subdivison Residential Development Commercial/Industrial 0 No. of Living- MHI Units Building Department Representative. 0 New City County Lot No. 0 Sq. Footage Addition (Group R) 0 Sq. Footage Addition (Including Exterior R fed Areas) i Date (Floor Plans reviewed by School District Personnel) District Identification No. 1p ��Gu`� hoot District certifies that (Applicant) (Street Address (Phone Number) Ca 996 6 (City) (State) has complied with the requirements of Resolution No. representing square feet. i School District Representative (Zip ' by payment of $ �a -71 S -Z) Date Paid by Check Number %�� Remarks: /-.nL Bank Number - . p Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this,projeat may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC., ONLY) �6 Bldg. Permit # OWNER IJ Vo A. P. # &? 25"-11-' Plan Checker PC- GENERAL Zoning requirements: (sideyards and number of permitted living units). al Vuation. 3f-- Xans signed by designer. ' // Proper description of work on application. xisting violations on property. 6. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). worded notice of violation. PLOT PLAN 14 ---Complete parcel size and dimensions. 2(,�etbacks, sideyards, easements, etc. 3-. her buildings or structures.' 4�--Grading, fills, drainage. 5-----F-lood hazard. �ecial conditions on creation map, ustible, and foundations). ?�FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb- _ ,a---f�lrilding or utilities across lot lines (Record form). FLOOR PLAN �14rri lete•to-scale plan with dimensions. quired' windows'for light and, ventilation.(Sec`. 1205)` .. s .; 3. Required windows for second exit (Sec. 1204). ylights (Chapter 34, & Sec. -5207). ,,r-� r. �;•� 5�! Human impact glass (Seca 5406). 6!R quired room sizes, ceiling heights.(Sec. 1207). G .CIs in baths, garage, kitchen, and exterior outlets (Article Ligh fixtures, switches, receptacles, and exterior receptacles ance of mechanical equipment. 9 Loc ins of water heater, heating and cooling equipment, other gas equipment. 10. G ge firewall, door size, and closer (Sec. 503(d)(3)). 1 - '0" exterior exit door (sec. 3304 (f). 1 re 'e and wood stove location, alcoves, and clearance. 1 e detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). for main - electrical 14""Standard btacing or engineered design (Table 25V) �nusual,shape, size, or split level house requiring lateral design. Pre ory requiring balloon framing and/or engineering. ee story building requiring engineered calculations and plans. oundation plan complete enough to construct building. oor construction details complete enough to construct buildin,�GI�,Bl�1, levations and wall construction details complete enough to construct building a'�Roof construction details complete enough to construct building. ace construction details and calcs if necessary. 1 to ties or bearing ridge beam. age door or porch header sizes. 1 . Stud heights. be soils - special foundation design. 1 Ret ai 'ng walls requiring design. . pecial Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MI�SCEELLL'ANEOUS.ITEMS TO LOOK OUT FOR 1!/ Stair details: landings, rise and run, head clearance, handrails c.- 3306) . ardrail details (Sec. 1711 & 3306(j). Br' or stone veneer (Chapter 30). erior plaster - weep screeds (Sec. 4706). Pro roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). 7�F insulation - protection. 8. 36" halls and stairways. r9 T._ J_vin area over garage - complete 1 -hour separation required on garage side includinsupporting walls and posts, etc. c "s on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 c a ess and ventilation (Sec. 3205). 1 Under oor access and ventilation (Sec. 2516). ion air for fuel burning appliances - L.P.G. requirements. 1 se requirements on duplexes. nergy design. . Flashing at all exterior openings. responsible area requirements. 7//x/73 X) Z, FGR gM NC5- C� q1'4-57- 6455� 5 47 /4A- _ 43,3 sz- - 1,7 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for DeVore Date........ 05/31/93 Project Address........ Treasure Hill Dr. Oroville CA Documentation Author... Neal Kuopus Building Permit Company ................ CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method....... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.01 File-DEVORECO Wth-CTZllS92 Program -FORM CF -1R` User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL Conditioned Floor Area..A, k1891 sf � Building Type .............. �_atmily Construction Type ..... ...'"New Detached 't Building Front Orientation. Front Facing 191 deg Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor (Package BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-21 0.057 FRONT, BACK, TO GARAGE, LEFT Wall R-26 0.044 FRONT, RIGHT, BACK, LEFT Door R-0 0.330 'TO GARAGE, STAIRWELL DRS . Wall R-21 0.060 TO ATTIC, STAIRWAY F1oorExt R-19 0.048 TO BASEMENT Floor R-19 0.037 TO CRAWLSPACE Roof R-38 0.025 FLAT CEILING, TILT CEILING S1abEdge R-0 0.550 SLAB EDGE S1abEdge R-0 0.500 SLAB EDGE FENESTRATION " Over - Area U- # of Interior Exterior hang/ Framing Orientation (sf) Value Panes Shading Shading Fins Type Door Front (S) 20.0 0.650 2 Drapes.Std None Yes Glz<50o Window Right (SE) 26.0 0.550 2 Drapes.Std BUG SCREEN Yes Vinyl Window Back (NE) 40.0 0.520 2 None None None Vinyl Door Back (NE) 20.0 0.650 2 Drapes.Std None None Wood Window Back (NE) 108.5 0.520 2 None None Yes Vinyl Window Back (NE) 11.3 0.550 2 Drapes.Std BUG SCREEN Yes Vinyl Window Back (NE) 6.8 0.550 2 Drapes.Std BUG SCREEN None Vinyl Window Back (N) 16.0 0.550 2 Drapes.Std BUG SCREEN Yes Vinyl Door Left (NW) 20.0 0.650 2 Drapes.Std None Yes Wood Window Left (NW) 20..0 0.570 2 None None Yes Wood Window Left (NW) 16.7 0.550 2 Drapes.Std BUG SCREEN Yes Vinyl Door Left (NW) 20.0 0.650 2 Drapes.Std None Yes Glz<50% Window Front (SW) 25.0 0.550 2 Drapes.Std BUG SCREEN None Vinyl Window Front (SW) 21.3 0.520 2 None None None Vinyl Skylight Right (SE) 16.0 0.510 2 'None BUG SCREEN None Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Type Exposed S1abOnGrade Yes THERMAL MASS Area (sf) 71 Thickness (in) Location/Comments 3.5 STAIRWAY HVAC SYSTEMS SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required Wall insulation per Form 3s R-38 ceiling insulation required Dual -pane glazing U -value per CEC certification stickers HP.8.75SPLIT: LENNOX HP21-511 with 8.75HSPF at 41000Btu/hr. HP.I6SPLIT: LENNOX HP21-511 with 16.00SEER at 44500Btu/hr. AIR HANDLER: LENNOX CB21-51 for above unit HP2.9: RUUD HPR2800 heat pump hot water heater Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type HPSplit 8.8 HSPF Attic R-4.2 Setback HPSplit 16.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage HeatPump Standard 1 2.9 EF 52 R- 0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required Wall insulation per Form 3s R-38 ceiling insulation required Dual -pane glazing U -value per CEC certification stickers HP.8.75SPLIT: LENNOX HP21-511 with 8.75HSPF at 41000Btu/hr. HP.I6SPLIT: LENNOX HP21-511 with 16.00SEER at 44500Btu/hr. AIR HANDLER: LENNOX CB21-51 for above unit HP2.9: RUUD HPR2800 heat pump hot water heater CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3' . CF -1R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John Starr Company. Better Builders Const. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... (916) 589-2574 License. 323225 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. Drawer G Feather Falls, California Phone... (916) 589-4219 Signed.. (da e) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Residence for DeVore Date........ 05/31/93 Project Address........ Treasure Hill Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R -13 -wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZllS92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for DeVore Date......... 05/31/93 Project Address........ Treasure Hill Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 19.14 14.30 4.84 Space Cooling.......... 15.35 9.55 5.80 Water Heating.......... 12.25 7.30 4.95 Total 46.74 31.15 15.59 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 1891 sf Single Family Detached New Front Facing 191 deg (S) 1 1 ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 1 Conditioned Volume......... 20681 cf Footprint Area ............. 1962 sf Ground Floor Area.......... 822 sf Slab -On -Grade Area......... 71 sf Glazing Percentage......... 20.5 % of FA Average Ceiling Height..... 10.9 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1891 20681 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 25 0.057 R-21 191 90 Yes WM.21.2X6.16 FRONT 2 Wall 24 0.057 R-21 146 90 Yes WM.21.2X6.16 FRONT 3 Wall 322 0.044 R-26 146 90 Yes WS5R212X6.16.FRONT 4 Wall 290 0.044 R-26 56 90 Yes WS5R212X6.16 RIGHT 5 Wall 29 0.044 R-26 11 90 Yes WS5R212X6.16 BACK 6 Wall 32 0.057 R-21 326 90 Yes WM.21.2X6.16 BACK 7 Wall 20 0.057 R-21 326 90 No WG.21.2X6.16 TO GARAGE 8 Wall 277 0.044 R-26 326 90 Yes WS5R212X6.16 BACK 9 Wall 229 0.057 R-21 236 90 No WG.21.2X6.16 TO GARAGE 10 Door 18 0.330 R-0 236 90 No None TO GARAGE 11 Wall 9 0.044 R-26 236 90 Yes WS5R212X6.16 LEFT 12 Wall 136 0.057 R-21 236 90 Yes WM.21.2X6.16 LEFT 13 Wall 305 0.060 R-21 191 90 Yes WA.21.2X6.16 TO ATTIC 14 F1oorExt 1140 0.048 R-19 0 0 No FX.19.2X8.16 TO BASEMENT 15 Floor 751 0.037 R-19 0 0 No FC.19.2X8.16 TO CRAWLSPACE 16 Roof 503 0.025 R-38 0 0 Yes R.38.2X4.24 FLAT CEILING 17 Roof 455 0.025 R-38 326 12 Yes R.38.2X4.24 TILT CEILING 18 Roof 917 0.025 R-38 146 12 Yes R.38.2X4.24 TILT CEILING 19 Wall 340 0.060 R-21 191 90 No WA.21.2X6.16 STAIRWAY 20 Door 50 0.330 R-0 191 90 No None STAIRWELL DRS PERIMETER LOSSES Length F2 Insul Surface (ft) Factor R-val Location/Comments HOUSE 21 S1abEdge 37 0.550 R-0 SLAB EDGE 22 S1abEdge 7 0.500 R-0 SLAB EDGE FENESTRATION SURFACES SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description HOUSE 1 Door 20.0 2 Glz<50% Hinged 0.65 191 90 0.88 0.78 Drapes.Std 2 Window 10.0 2 Vinyl Slider 0.55 146 90 0.88 0.78 Drapes.Std 3 Window 16.0 2 Vinyl Slider 0.55 146 90 0.88 0.78 Drapes.Std 4 Window 40.0 2 Vinyl Fixed 0.52 56 90 0.88 0.88 None 5 Door 20.0 2 Wood Hinged 0.65 56 90 0.88 0.78 Drapes.Std 6 Window 4.7 2 Vinyl Fixed 0.52 56 90 0.88 0.88 None 7 Window 5.3 2 Vinyl Slider 0.55 56 90 0.88 0.78 Drapes.Std 8 Window 26.9 2 Vinyl Fixed 0.52 56 90 0.88 0.88 None 9 Window 6.0 2 Vinyl Slider 0.55 56 90 0.88 0.78 Drapes.Std 10 Window 35.3 2 Vinyl Fixed 0.52 56 90 0.88 0.88 None 11 Window 6.8 2 Vinyl Slider 0.55 56 90 0.88 0.78 Drapes.Std 12 Window 41.6 2 Vinyl Fixed 0.52 56 90 0.88 0.88 None 13 Window 16.0 2 Vinyl Slider 0.55 11 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZllS92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence FENESTRATION SURFACES OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Sc SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description 14 Door 20.0 2 Wood Hinged 0.65 326 90 0.88 0.78 Drapes.Std 15 Window 20.0 2 Wood Fixed 0.57 326 90 0.88 0.88 None 16 Window 16.7 2 Vinyl Slider 0.55 326 90 0.88 0.78 Drapes.Std 17 Door 20.0 2 Glz<50% Hinged 0.65 326 90 0.88 0.78 Drapes.Std 18 Window 25.0 2 Vinyl Slider 0.55 236 90 0.88 0.78 Drapes.Std 19 Window 21.3 2 Vinyl Fixed 0.52 236 90 0.88 0.88 None 20 Skylight 16.0 2 Metal Fixed 0.51 146 12 0.88 0.88 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Door 20.0 4 2 3.5 1.3 3 3 n/a n/a n/a n/a n/a n/a 2 Window 10.0 2 5 2 0.4 6.5 36 n/a n/a n/a n/a n/a n/a 3 Window 16.0 4 4 2 0.4 26 17.7 n/a n/a n/a n/a n/a n/a 6 Window 4.7 2 5 2 0.4 6.5 36 n/a n/a n/a n/a n/a n/a 7 Window 5.3 2 5 2 0.4 6.5 36 n/a n/a n/a n/a n/a n/a 8 Window 26.9 7.5 3.5 7 1.5 15 3.5 n/a n/a n/a n/a n/a n/a 9 Window 6.0 4 4 2 0.4 26 17.7 n/a n/a n/a n/a n/a n/a 10 Window 35.3 8.5 4 7 1.5 10.5 7.5 n/a n/a n/a n/a n/a n/a 12 Window 41.6 9.5 4.5 7 1.5 5 13 -n/a n/a n/a n/a n/a n/a 13 Window 16.0 4 4 3.5 1.7 0.8 0.8 n/a n/a n/a. n/a n/a n/a 14 Door 20.0 5.7 2 20 5 5 1.5 n/a n/a n/a n/a n/a n/a 15 Window 20.0 4 5 2 0.4 9.5 47.5 n/a n/a n/a n/a n/a n/a 16 Window 16.7 3.3 5 2 1.3 22 35 n/a n/a n/a n/a n/a n/a 17 Door 20.0 3 2 2 0.7 32 27 n/a n/a n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 2 Window 10.0 BUG SCREEN 0.84 3 Window 16.0 BUG SCREEN 0.84 7 Window 5.3 BUG SCREEN 0.84 9 Window 6.0 BUG SCREEN 0.84 11 Window 6.8 BUG SCREEN 0.84 13 Window 16.0 BUG SCREEN 0.84 16 Window 16.7 BUG SCREEN 0.84 18 Window 25.0 BUG SCREEN 0.84 20 Skylight 16.0 BUG SCREEN. 0.84 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence Mass Type THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 71 3.5 28.0 System Type HOUSE HPSplit HPSplit Tank Type. 1 Storage 0.98 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location STAIRWAY Duct Duct R -value Efficiency 8.8 HSPF Attic R-4.2 0.830 16.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor HeatPump Standard 1 2.9 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required Wall insulation per Form 3s R-38 ceiling insulation required Dual -pane glazing U -value per CEC certification stickers HP.8.75SPLIT: LENNOX HP21-511 with 8.75HSPF at 41000Btu/hr. HP.I6SPLIT: LENNOX HP21-511 with 16.00SEER at 44500Btu/hr. AIR HANDLER: LENNOX CB21-51 for above unit HP2.9: RUUD HPR2800 heat pump hot water heater Tank External Size Insulation (gal) R -value 52 R-0 CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WM.21.2X6.16 Description .... Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. PLY.0.50 0.50 in plywood 0.62 0.62 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.98 7.42 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.98 x 0.85) + (1 / 7.42 x 0.15) = 0.057 Btuh/sf-F Total R -Value: 1 / 0.057 = 17.49 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WS5R212X6.16 Description .... WallStu R-5 R-21 2x6 16oc Type Wall R -Value ........ 26 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO..0.38 0.375 in stucco 0.06 0.06 2. BLUE.BOARD 1.00 in Dow -Corning blue insul. board 5.00 5.00 3. BLDG.PAPER Building paper (felt) 0.06 0.06 4c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 4f. FIR.2X6 2x6 in fir framing -- 5.45 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 27.42 11.87 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 27.42 x 0.85) + (1 / 11.87 x 0.15) = 0.044 Btuh/sf-F Total R -Value: 1 / 0.044 = 22.91 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 3 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WG.21.2X6.16 Description .... Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.98 7.42 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.98 x 0.85) + (1 / 7.42 x 0.15) = 0.057 Btuh/sf-F Total R -Value: 1 / 0.057 = 17.49 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 4 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WA.21.2X6.16 Description .... Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. BLDG.PAPER Building paper (felt) ` 0.06 0.06 2c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.36 6.80 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.36 x 0.85) + (1 / 6.80 x 0.15) = 0.060 Btuh/sf-F Total R -Value: 1 / 0.060 = 16.65 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 5 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FX.19.2X8.16 Description .... Floor exp 9-19 2x8 16oc Type ...........F1oorExt R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ....... 16 inches on center Fraction ..... 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Total R -Value: 1 / 0.048. = 20.74 sf-F/Btuh Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 lc. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- lf. FIR.2X8 2x8 in fir framing -- 7.18 2. PLY.0.63 0.625 in plywood 0.77 0.77 3. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 22.94 11.12 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.94 x 0.90) + (1 / 11.12 x 0.10) = 0.048 Btuh/sf-F Total R -Value: 1 / 0.048. = 20.74 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 6 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01 File-DEVORECO Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FC.19.2X8.16 Description .... Floor Crwl R-19 2x8 16oc Type ........... Floor R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 16 inches on center Fraction ..... 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. CRAWLSPACE Effective R -value of vented crawlspace 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 2f. FIR.2X8 2x8 in fir framing 3. PLY.0.63 0.625 in plywood 4. CARPET Carpet & pad I. FILM.IN.FLR Inside air film: heat flow down FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity R -Value 0.17 6.00 19.00 0.77 2.08 0.92 28.94 Total U -Value: (1 / 28.94 x 0.90) + (1 / 17.12 x 0.10) = 0.037 Btuh/sf-F Total R -Value: 1 / 0.037 = 27.07 sf-F/Btuh Frame R -Value 0.17 6.00 7.18 0.77 2.08 0.92 17.12 CONSTRUCTION ASSEMBLY Page 7 3R Project Title.......... Residence for DeVore Date........ 05/31/93 MICROPAS4 v4.01, File-DEVORECO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing Material ... FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. SHNGL.ASPHLT Asphault shingle roofing 2. BLDG.PAPER Building paper (felt) 3. PLY.0.50 0.50 in plywood 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 5. BATT.R27.0 R-27 batt insulation 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 6f. FIR.2X4 2x4 in fir framing 7. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) _ Cavity Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.80 0.80 27.00 27.00 11.00 -- -- 3.46 0.45 0.45 0.61 0.61 41.15 33.62 Total 0.025 Btuh/sf-F Total R -Value: 1 / 0.025 = 40.51 sf-F/Btuh HVAC SIZING Page 1 HVAC Project Title.......... Residence for DeVore Date........ 05/31/93 Project Address........ Treasure Hill Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.01 File-DEVORECO Wth-CTZllS92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION FloorArea ................. Volume.. .. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design ...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange. ...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1891 sf 20681 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 191 deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 11220 5625 Glazing Conduction ............... 8634 5612 Glazing Solar .................... n/a 13680 Infiltration ..................... 11763 4830 Internal Gain .................... . n/a 1875 Ducts ............................ 3162 3162 Sensible Load .................... Latent Load ...................... 34779 n/a 34784 6957 Minimum Total Load 34779 41741 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. PERMIT NO: 51-93 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the. Butte County Department of Public Works Building Department prior to`issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 18, 1993 Applicant: Neal & Deanna DeVore Better Builders Constr. Applicant Address: 1936 Coventry Ct. , Walnut Creek, CA 94595 Applicant Phone No.: (415) 934-9064 589-2574 Property Location (s): 5356 Treasure Hill Drive Kelly Ridge Estates Unit 4B - Lot 214 A. P. No. (s): 69-25-11 Fees due: All Fees Paid. Application for service approved: ` LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: ---RESIDENTIAL... . tr s.fa,' 069 250-011*., 9319,39<<BFEM'{ DEVORE,. `NEAL.•%• x;5356 TREASURE"HILb SDR, , OROVILLE � L % Z'9 -P S f / / >2 - I -DK xj Y s r �,WN.TR BET TER BLDRS'' -Y' NEWVSF /{J q R�/-11 g, d Al COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive -Omvx/e, CuxurniaosVso - Telephone: 916,"538- 7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PA4RCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ.FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS __[U�WN Fireplace CONSTRUCTION LENDER Tot—al Valuation Is Filing Fee 15.00 $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE -N-0. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT FilingFee 15.00 Each Trap 1 5.001 _7' _[!U9E17,VISION Solar or heat pump water heater 1 20.001 LOT NO. NAME ARCEL MAP 1P Wat I er piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF El DuplexF� MobilehomeR Other Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 TYPE OF WORK Describe work: I I Contractor ELECTRICAL PERMIT Fi I i ng Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1 OOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 0 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 17 1, as the owner or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 0 1, as the owner, am exclusively contracting with licensed contlaut- ors. (Sec. 7044) 1-1 1 am exempt under Sec.—, Business and Professions Code for this reason NEW CONST DWELLING OCCUP.&,)"""" OR ADDNS. ' ( ACC. BLDGS. , — , I'll 3.6* sq.ft.1 NEW CONSTR. MULT'-OUTLET Or' POWER APPARATCJS a,) SINGLE OUTLE T R. �7 Ex. Occup( OUTLETS OR FIXTURES 20 @ 760 4 FIXED APPLN5. OR Ex. Occup. I Temporary service 15.00 Mobile Home Facilities J15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): 1 1 The permit is for $100-00 (valuation) or less. [Zr"l have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. F� I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subj ect to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Fi I ing Fee 15.00 Heating Cooling Hood 6.50 Venti lation FPermIt Fee $ LContractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County Ot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of thi is permit X Date Signature of Ap ; plicant Owner El Contractor 2r Agent F-1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee Energy Inspection Fee $ OCC CON PE TOTAL FEE $ HAZ I D FEES _I�P �FLO(:�� CDF I PARCEL,, PD I HD f ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicaIted above for /which fees have been paid. I / / DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. V=OK O = Not OK r =NotNo Applicable MOBILE HOMES ; Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. -Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete - 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect .8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a ' 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector r 6. Water; MH Test -Regulator -Connector 7.. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements j 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel . 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftrs: Connectors Shthg -Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test i V=OK O = Not OK - = Not Applicable = Not Ready c� RESIDENTIAL (Single & Duplex) Date/Initials UNDE OR Plans OK except #'s o ng -Setbacks -Easements -Flood -Slope tg., ain; Soils-Elec. Grnd: &�Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Fig. Depth temwalls, M ' • Steel- kouts-Wrapped ^6. Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors c .Slab; Steel -Wrapped :-Steel 9. .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 0. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11 ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground LW -Plenums & Ducts; Clearance- terial-Support-Ins. i 14:grders-Sills-Anchor Bolt4joisis Vents -Cripples 15. Access & Ventilation 16. Insulation Date/InitiaWLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nasi Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a `-t22. Fixture & Transformer Clearance -Ina. Protection Elec, Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. 28 quip. Ground made up w/Meth. Fastne and Gas & Water 27 pilance Circuts in Kitchen & Conductor Size g 28. SubfeeAMire Size / / ga. Cu or AI-A.C. Wire Size /I ga. Cu o I 29. Range Circ. / / ga. Cu or4Al-en Circ. / , ga. Cu or AI. Ins fated Neutral Yes u No (,3 . Service -Riser Conductors & Ground -Main Disconnect Equjp. Clearances Panels -Motors -Mach. Equip. lothes Closet Light -Shower Light -Spa Light 14C. Smoke Detector Date/Initials ME ICAL Permit OK except #'s 4. A ucts Insulation & Support Vent Fan; Exhaust above insulation 3 ndensate Drain & Overflow; Size & Grade 37. urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet �a Attir Arra a A c1a4form if Furnance in Attic Date/Initials FRAMING Plana OK except #'s Sils, Proper Material & Anchors jNAlls Studs -Nailing, Spacing Bracing, fates -Sound 1. Bearing Wells over Girders & Floor Nailing 5�2. Draft Stop in Walls (rat proof) . -4�. re Stops; Furred Ceilings -Stairs -Chases -Tub 4. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) . em -Post Caps -Anchors -Connectors Joist-Rftr. ties-Purlin=roof Bra9arusa hthng.-Ring. ace Ties or Type A Flue -Fireplace T roat clearance Access; Size & Romex Protection -Draft Stop -Ina. Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions )e Fire Protection Framing irty-Line Firewall & Openings )oors-One 3' -Check Garage -3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection sod on Roof Overhang -Attic Vents -Rafter Outriggers j -Nailing Veneer o Mesh -Drip Screed -Fd. Vents-Underflr. Access ig Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. InsulationeWa�Ceilings �P_ 2, 60. Infiltration -Walls -Windows Date/Initials FINAL Plana OK except #'a Ext -Steps -Door & Sidelight Protection -Landings . Syroke Detector LW.lFurnace; Vents -Clearance -Comb. Air -Connector - I arage; Above Floor -Ducts -Meth. Protection ati . Bedroom Exiting 185'r,10. & Bath Fixtures & Tub Access -Spa AW-'Elec. Tttnl'& Subpanel; Breaker Sizes & Labels '67. Stdrm & Rails ($8. -Fireplace or Stove; Clearances -Hearth i 8 ec. Outlets at Wood Panel; Int. & Ext. /79,4(W,Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance at Kit. Counter Fire Door; Swing -Lands -Garage-Damper P4�i r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. I Garage; Above Floor -Mach. Protection Plb. Elec. & Mach. Equip. Listed for Location %1 lec. Receptacles in Garage; (G.F.I.)-Romex Protection . aulation-Foam-Looked in Attic ❑Yea uard Reils__Qeck Construction -Post Caps 79-1`615. Vents & Crawl Hole Door -Drainage & Wood -Earth Cle nce Looked under Floor ❑ Yes ollowing instld.; Drive ❑ Yes ❑ No; Walks ❑ Yea ❑ No; Plante !❑ Yes ❑ No ucco; Brown -Finish 42-`A.C._V.nit; Disconnect, Electrical, Plumbing ents Above Roof; Plbg: Appliance -Fireplace :Clearance to Openings 8 e connect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle -Underground entilation Throughout House 7 ass Protection 88. Corrections -from Previous Inspections s t -Meters Tagged; Gas -Electric b . iter & Sewer Connected -C/O to Grade -HD Approval LK1'.)Energy compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville., California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. 93-1939 ASSESSOR PARCEL NUMBER 069-250-011 ZONING RT1 BUILDING PERMI OWNER TELEPHONE SQ. FT. OCC. BUILDING VALLA TION 2590 R 139,860 OWNER'S MAILING ADDRESS COVENTRY1936 W A4 5 M 10,836 CONTRACTOR'S NAME BETTER BUILDERSCONTRACTOR'S TELEPHONE -2 7582 430 M 7,740 4,074 329C 427 MAILING ADDRESS smi RnYAL OAKS DR., OROVILLE CA 95965 Fireplace "A" 1,500 CONSTRUCTION LENDER UNKNOWN Total valuation $ 168.287 Filing Fee $ 15.0(] LENDER'S MAILING ADDRESS Permit Fee $ 839.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 419.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 1293.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 3 5.00 65.00 Solar or heat pump water heater 20.00 20.00 LOT NO. 214 SUBDIVISION NAMEPARCEL KELLY RIDGE ESTATES UNIT 4B MAP 58/73-76 Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFJ] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5-001 5.00 Building sewer 15.001 15,00 Mobile Home S G W @ 15.00 TYPE OF WORK New r`%, Addition E Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 2BR Permit Fee $ 127.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 18.50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I de la under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. .A:RQ,[^S Classification dye fyt F1 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OR ADDNS. ( ACC. BLDGS. OCC 16 2 3.6dsq.ft. 126.75 NEW CONSTR. OLTI-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 764 Ex. Occup. OUT ETS P(RESID.IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ 160.25 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): 17 JJte permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 9,00 HEAT PUMP-4TON Cooling 16.50 Hood 6.50 6.50 Ventilation 3 4.50 13.50 permit Fee $ 60.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agar st s i County ' c nsequence of the granting of this permitsr. X pate l 2/ IS Si nal of A licant - Owner �y g ❑ Contractor Agent ❑ An OS A permit is required for excavations over �5' deep and demolition or construct- ion of structures over 3 stories in height. /5 Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 O con, r PE 1! TOTAL FEE $ 1681.25 HAz Or IMP FLOOD OF PARCEL D HD Is uE This permit is hereby issued under sions the utte County ode and/or for wo in is ed aFR E LIC Y-� B PER IT EX RI Date the fees WORKS applicable provi- resolutions to do have been id. / Date Receipt No. 143368 ' IGg!• a WHITE•O.P.W.. TELLOW-ASSESSOR. PINY•INS CTOR. fS' DENROD-APPLICANT W �.aA-QUA ` 3a COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WOR PERMIT NO. County Center Drive - Oroville, California 95965 - Telephone: 916.'538- „ ►!o Z62 APPLICATION AUD PERMIT,.ez:r�,> ASSESSOR PARCEL NUMBER _ _ d69-7SO-0// OWNER ----� ZONING -r-/ BUILDING PERMIT TELEPHONE SO. FT. OCC. BUILDING _ /6 -; VALUATION 3 7-'16 32 L OWNER'S MAILING ADDRESS 40 f936 CIO V&V C7' 4).4J ut C(eek *q5-95-- CON RAC TOR'S ME TELEPHONE � �-asp CONTRACTOR' AILING ADDRESS /��j 5J 2-4, 6 IL �/r�ve���'a6 Fireplace r'A[i /r CONSTRUCTION LE DER UNKNOWN Total Valuation $ 146 R.R 7 Filing Fee $ 915.00 LENDER'S MAILING ADDRESS Permit Fee $ • po ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee _ $ q1 �-50 Energy Plan Checking Fee $ Z6 •00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Ull�� Permit fee $ 12- 3 -sa PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 5% p -J Solar or heat pump water heater 1 20.00 Zj_ e;,,� LOT NO. SUBDIVISION/J� 4;f::fl PARCEL MAP Water piping 7.00 '7 Each gas water heater or vent 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 15. G8� Building sewer 15.00 1So� Mobile Home S G W @ 15.00 TYPE OF WORK New 9— Addition;_; Remodels QUtilities❑ Installation❑ Other ❑ Describe work: 5 — Z �� Permit Fee $ (� r Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 8.5fl Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .Jo. Classification F-1 I, as the owner, or my employees with wages as their.sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING O P OR AODNS. ( ACC. BLDGS. 1 3.60 sq.ft. NEW CONSTR ULT'-"UTLE NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @0 760 FIXED APLNS. EX. OCCUp. OUTLETS PRESID IREA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ (D() r — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Heating FiIingFee 15.00 Cooling S'6 Hood 6.50 _�rp Ventilation 3 �•5 3 sa Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accru against said County in consequence of the granting of this perm' X Date Signature of Applicant - Owner El Contractor F-1Agent❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. _ Receipt No. IZ,,-3 36 _ -- WHITE-O.P.W., TELLOW-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ o CONS v !�/ TOTAL FEE $ HAz 1 0FEES - IMP FLOOD COF PARCFj Po FHD FI suE This permit is hereby issued under the applicable provi- sions of the Butte Count Code and/or resolutions to do Y work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date ..}.'.r +t `9 /' ;a ^�.+. ^.1 •'�, ,".tiss'n. ..r,.-.r.�f.,r...�.. ..f ��,1Rrr•:y,,,,-s.•.�r.;1-�'w..ity..../*�.-N, +�..-M"1'.Y-..••'7.ry .-r •w.�,. yr.... ...t • t�+ } COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �Illeal sy 6VO49 A P. No. 06ct Proposed Building Use Z .BIZ • Building Inspector Date 6 2 93 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................ . ............... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... _ 9. Mobilehomeldatat?or+ manufacturer's installation instructions, 2 sets. ........... 10. Fees of $, ' . ;::_ 11. Impact fees as shown on attached schedule ................................ 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by Cajifornia Engineer. . . ................ 14. Sanitation and plot plan approval 1-a.4- U Health Department . ............ 15. City of Chico plumbing permit. ...... ............................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. . 19. Driveway permit (construction approval required prior to occupancy). .. 20. Pre -inspection for required. .. � e�°,d �g 0n;1edo7 (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). .........: . 24. Recorded copy of Agricultural Acknowledgement Statement . ..................� 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ............... . ......... 29. Documentation of legal access . ..................... :.... .: ............ . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. .:............. 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When yAu issue the permit, process as follows: Mail to owner. Mail to contractor. t Telephone 589 -257y and hold for pickup at office. Deliver with inspector. Other Parcel Creation Z/ Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. VAir Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitte n ermit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ` C designer, owner, was advised of above required data by phone _ mail Counter by ate7- Q ontracto , designer, owner, was advised of above required data by phone _ mail Counter b ate Plans c ecked by Date Plans approved by D to Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section r _ RE: Driveway Clearance e V o/2 .� 3 S� / r,e�s�re �� -23 '// owner location At # Driveway permit. has been issued for the above property. n b ze date sign re COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 PROPOSED BUILDING USE 5 r-72_ F QZ A. P. NO. C)6 / -aJd -Q// DATE Zl REC. # DATE REC. 1. School District Fees (paid at District Office) ........................... _. 2. Sheriff Fees (paid at Building Department) Residential ......... X =$ unit amt. Commercial(per sq.ft.) R =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) % _$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other t At time of permit application, I was advised the above fees are required, to be paid prior to issuance of the permit. APPLICANT DATE �� Return to ,D n `, i 1d `'t9 AGRICULTURAL STATEMENT OF...AGKNOWLEDGEMFNT iUrsio ✓t FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. fool The property described herein is adjacent ,.:D000MEM to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to incon- 14 1993- veniences or discomfort arising from the JUL use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, 93_029705 } but not limited to cultivation lowi .- p n59 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All fiat real :property:.` -situate in the County of Butte, State of California, described as follows: Lot 214, Unit 4B,. Kelly Ridge Estates Subdivision, more commonly known as 5356 Treasure Hill Dr., Oroville, Ca. Date: ^.;fit .i /4193 PROPERTY OWNERS: State o On this the )-P �t day of , 19-1_j, SS. undersigned Notary Public, ersonally appeared County of before me, the OFFICIAL NOTARY SEAL Personally known to me. [Z, Proved to me on the basis SANDRA L EVANSON of satisfactory evidence. rte' NotaryPubdic— Calitomia t be the person(s) whose name(s) '• CONTRA COSTA COUNTY s bscribed to the within instrument and acknowledged that My Comm. Exp. JUL28,19gse ecuted the same for the purposes therein contained. IN ITN�ESS EREOF, I hereunto set my hand and official seal. Present A.P. No. 9 - a5`11 Notary ub is COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 1.489'Humboldt Road, Chico, CA - (916) 89-1--2751 s 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. .� A routine inspection indicates that the following violations of Butte County Ordinances exist at ` the above address and should be corrected. Please notify this office when correction of work is completed If ybu have any q tions pertaining to this matter, or need additional explanation, please contact this office imine %hely. .0.- I I,,.I Date % Inspector REV 10/92 Y. • COUNTY OF BUTTE BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE WNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work,,-,-, is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office imine iti-tely. / Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA -(916) 872-6307 CORRECTION NOTICE OWNER PERMIT'NO.'-.'1%`4- A routine inspection indicates that the following violations of Butte County ordinances exist at:;. the above address and should be corrected. Please notify this office when'.correction ofwork,t'% is comple!pd: If you have any questions pertaining to this mailer, or need additional explanation, please &tact this office immediately. -t 7 /. Date inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - • xy • 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE O�NNER PERMIT NO. • .; A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction'of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please drntact this office immediately. f )of Date Inspector ,. V REV 10/92 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise,.CA - (916) 872-6307 CORRECTION NOTICE , -a 3- i-� 3 OWNER TT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaiong to this matter, or need additional explanation, please contact this office immediately. Date 9 / Inspector e REV 10/ r 1 rj....c•�..T..-,r�..f���-,^��.-� �&''�+�+��7xJ�-+���vr'.'S>+-k"'ysv% <�'r� COUNTY OF BUTTE BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ' CORRECTION NOTICE 1.3_ IT A routine ircpection indicates that the following violations of Butte County ordinances exist -at the above address and should be corrected. Please notify this office when correction of Work' V iscorrpleted.lfyouhave any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i i ti I Date O Inspector REV 1092 41 COUNTY OF BUTTE BUILDING DIVISION:'` • °. T DEPARTMENT OF DEVELOPMENT;SERVICES 4 1469 Humboldt Road,Chico, CA - (9.1:6) 891-275:1 - , '�� 7 County Center Drive, Oroville, CA - (91.6). 5.38-7541 747 Elliott Road, Paradise, CA - (91:6)i'8-12 68b-7," CORRECTION NOTICE D(�y� ov"Im - PERMIT NO'. ; A routine irtspection indicates that the following violations of Butte County Ordinances exist at the abaw address and should be corrected. Please notify this office when correction of work".. is corrpleted-Kyouhave any questions pertaining to this matter, or need additional explanation; ' please this o _yce immediately. sw y / f - 4 � r - - i K. -5•. l r t Date Inspector P" imm f. � JEE ' -EE 'HERT , HIR TEL :916—`191—?x.5.2 Jun 06' 94 9:22 No .002, P,.0.3�r'' A'Instailation Certificate: Residential CF -6R, VOW.{� .Use of this corm to satisfy the req 'Ir of tltio.AdmhitarraUvo Codo la optional, liut Ihodnforinativn must be provided and posted r:Site Address Pormli Number An installation cartifIcate is required to be posted at tho building silo prior to rho issuance of'tho occupancy permit. This form { may be used to most these requirements. All appliance catogvries listed below are tho'actual equipment Installed. Note that the efficiency and typo of the'applianco installed must bo equivalent or bottor than tRa applldnee specified on the Certificate of Compliance (CF -1R). This cortificato (or its oquivalent) shall be prepar©d and sigriod by tho'person(s) assuming overall responsibility for the appliance installation, I, the undersigned, verify that the equipment listed in iho category abovo my sig:iaturo Is the actual equipment Installed and that the equipment meets or oxcoedwtho requirements of the Appliance Efficiency Standards.' In addition, I have verified that` the equipment is'equivalent to or rhdro efliclent than the equipment specified.o.n.the Cottifloate 6> 0ompliance submitted to - demonstrate compliance with the Energy ENicioncy'Standards for residential buildings.',-". HVAC SYSTEMS Note: Hydronic boiler information is entered horn. Other hydropic or combined hydronic equipment is listed tinder' Water Heating Systems. • R Heating Equip. CEC Certified Actual Dlstrlbution Duct or Noticing Load Weatlt�g, Type (furnace, Manuf. Make & Efficiency . Typo and Piping' ,Before Over•1=qulpment ' �� heat um etc. Model Number AFUE otc. . Location R-Valuo, _;::Bixin Stuh Ga aci Btuh ; e n nl 15PF000di (0ne� 4 �'2 ' f Q-rne»� CEC Cartlflod Coating Equip. Compressor Unit Actual Distribution Duct'or • Type (air oond„ Manuf. Marko & Efficiency Type and . P1plrtg heat um etc. Model Number (SEER) Loeatlor+. R -Value - pi- timp- tom- 51 — Cnrld, CIO Ab 2� -' e L R •, r . The building design heat loss and design heat gain rate have been determined usYtig a method specified in $ectkin 150(h) of the Ertcrgy Efficiency crds, and aro two of the criteria Used for equipment sizing and sotoction. ' Slgnaturo Date HVAC Subontraetor (Co.. Name) or Goneratl'Contractorvr Owner WATER HEATING SYSTEMS • ' ' Sitternal , Water Heating CEEnergy. C Gertitlod Rated' Tank Factor or, Tank System Type Manuf. Make & input (kW Capacity Aocovary, Standby' Insulation ,. (storage gas, etc.) Modal Number or eluh) (gallons)I~fflclency Loss (%) R -Value 1, For small gas storage (rated input S 75,000 Stu/hr), alactric reslstanoe and heat pump water hotitars, list Energy factor. For large gas storage water heaters (rated input -,75,000 Btonr), list Rated Input, Rocovor Eflidioncy and Standby Loss. 4 ` For Instantaneous gas water heaters, list Rated 1hput and Rg ove ry FfIi• ency ' For Instohianvous electric water hoatar_a;•Us.t Rated input, FAUCETS & SHOWER HEADS All fs6cets and showerheada'installed are -listed in thr., ommission's Directory of Cortlfred Fauc ,ts and Showerheads, s ' pursue; ° to Tl', a ?4, Pan 8, Subchapter 2, Section 111. $ignsturo Date Pluribing Subcontrsctor (Co. Name)or G4noml Contractor or Owner Ix Rwised January 1992 ,F---.��w. ... r�nr.;. ry,_,�� .-.... ;—. ... .i--r.��v�`F�l ^� :l _..�.tF 'f nT"'�'TCT`'T:!_'�T':ave!!. .� �i i'�:iv-� a -•+� t. �9:5"4/fh"F -.�rr..�.� .`ur��.._�: ..... ..... ..�v � 1 k� ! M 1 �. � / � . � , .. ♦ . L� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT '`J/~' I // ASSESSOR PARCEL NUMBER ZONING 1 BUILDING PERMIT OWNER., , , i t� TELEPHONE SO, FT, OCC. BUILDING VALUATION 11000.00 O00ry.00 OWNERS MAILING ADDRESS j35G ;TICr:S"' r Lt, « JivtiE,o:,0t ILL"" CONTRACTOR'S NAMEELEPH0N CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.10D ARCHITECT OR ENGWEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 53j5 T7:;::0jl2, iIIIt^t), ;51�ufi Energy Plan Checking Fee $ $ PERMIT FEE $ tr. n LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF V Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ��' •"D Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service 20OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class (f... �: E, 1 Lic. No. ?,�fh,�%,�l ,� DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier r- " Main Service sow To ,000A 46.00 NEW CONST. DWELLOccup. MIG OR ADDNS. ( & ACC. tiLDS. so 3.52F°. Iz� NON•RESID. MULTI.OurLEr @7,50 PowER APPARATUS 8 SINGLE OunET CIR. Ex. Occup.ounETORFDLTURES zo ® 1"OWNER-BUILDER BAL @ .50 O Ex. Occup. OimEis AE=.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Policy Number (The above sections need not be completed 9 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. \ . X `� . �� �/ Date ',"+ �- ?/ Signature of Apolicant - ❑ Owner M Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. PEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have • `, By ', PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 'y Date .' Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_/IiPE MIT NO. (Rev.12/96) APPLICATION AND PERMIT of1� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERN E A L D E V O R E TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 11000.00 . OWNERS'S MAIUNG ADDRESS 5356 TREASURE HILL DRIVE, OROVILLE CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE 89- 2574 CONTRACTORS MaUNo ADDRESS 5263 ROYAL OAKS, O R O V I L L E, CA CONSTRUCTION LENDER 95965 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 25.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 5356 TREASURE HILL DRIVE ORO. 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF *( Duplex ❑ Mobilehome ❑ Other SPINY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMO Gas piping syste!n 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ��in77 full force and effect. License Class (edwt"9/ Lic. No. 3'f ���$ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 19 I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insur$nce carrier and policy number are: Carrier S'T/Yle Fal Main Service 200A TO 1000A 46.00 NEIN CONST. MNG o UP. 3.5QSa OR �o"� ( MUL�Tcou�rLFsr NON RESID. @7.50 POWER APPARATUS BSINGLE OU T. CIR. Ex. Occup. OUTLET OR FIXTURES eA2L.@''00 p .so Ex. Occup. ouT E�s PRM.oEn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in amanner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall Orth 't comply ith those provisions. X _ Date 3 -a ;7 -O/ Signature Ap icant - ❑ Owner 91 Contractor ❑ Agent An OSHA p rmit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ �Hf'any D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for which fees have been paid. °fat PERMIT EXPIRES ON pate) Receipt No. 315985/$45.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition Permits Asbestos Notification Statement Date 3- ?7 -Of AP# 0 4 9 - .2 So -/ / Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli— cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at ig ature of Applicant 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. Si ature of Applicant 2/19/91 WVV... . %F9 w%ff0 9r vGrMn I MCMI of v16ec1.v. W§1 -9•I %I&nrn.QQ - oVIWINU u1V1510N :r 7 County Center Drive a Oroville, California 95965 a Telephone (530) 538-7541 PERMIT NO. Rev.12m) , APPLICATION AND PERMIT '• ""a'e0"• ' 17e,7-1 'BUILDING PERMIT r— ' e1M"s" SO. FT. CC. BUILDING VALUATION etivmm-v�waM." 3ooresS_ Ko 24 0 112e ?,5�6 ------------ oor�TauerwN �� usoors VALM nDosos —Fireplace Total Valuation S AACWrWf ORVAIM Oil uetrsIm SUna Fee S 20.00 ApCMa ca oar+eMs U#AM nooeas Permit Fee S _ Plan Checkina FeeSULi 0NOA0ea°rs Energy Plan Checking Fee S $ PERMIT FEE S Lorna susommawus Hasarnr PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE Each Trap7.00 Solar or heat pump water heater 23.00 SF Alex O Mobiiehome O Other Water piping 15.00 sir Each as water heater or vent 15.00 TYPE OF WORK Gas piping systern 1 - 5 outlets 15.00 New O Addition ORede) O UdWes O hsWation O Other O Building sewer 15.00 Describe Work: ffj /) ,o Moble Home I S G W tg720.00 PERMIT FEE S ELECTRICAL PERMIT I FlUng Feel 20.00 Main Service =°"os uEss xoon u�a 23.00 Main Service loon To loom 46.00 eos • ow eooa. 3.50" . . nOK116�0. YIAflO{m!T @7.50 /'01M01 AMAINT{Ad0. � O EX. Occup. ouna OIt m1wo m 0 �.00 DAL !0 Ex. Occup.f A*'Y "Me 'St w ovnn nw. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE S *PERMIT FEE PAID MECHANICAL PERMIT Filing Fee 20.00 Heating SRA ' ' $ Cooling SHERIFF Hood 6.50 Ventilation OTHER PERMIT FEE it Mobls Home Installation Fee $ Energy Inspection Fee S 'C7 Occ co1iT. Type T TOTAL FEES S AMOUNT RECEIVED o. �a �► �o �� .M A a� This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT E�;(/ G Indicatad above for which 1`603 have been paid. NUMBER S— * TO BE PVT INTO COMPVTER By Date PERMIT EXPIRES ON FIRE DAMAGE REPORT OWNER: DATE: LOCATION: G;{ '� ��. �� Qls l �P St01 a • y A.P. # j CONTRACTOR: ZONING: DATE TO INSPECTOR: ' U I PERMIT HISTORY:( ) NONE (:) AS FOLLOWS: . BUILDING INSPECTOR'S REPORT Building Description: Electric: Gas: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedNacant Yes No Electric currently On Off Condition of Electric Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Description of Damaged Area: Estimate Valuation of Damaged Area: Condition of Foundation: Mobile Home: Condition of Utilities: Inspector. Date Sketch building on reverse and indicate area of damage. '}1 • DA DF BUTTE COUNTY FIRE INCIDENT LO DATE 03/17/2001 INCIDENT NUMBER 3048 LOGGED 13 JK REPORT TIME 14:34 LOCAL FIRE NUMBE RO TBROWNEL, ,. STATE FIRE NUMBER BI CASE NUMBER MEDICS OROVILLE ' J LOCATION 5356 TREASURE HILL DR PRA L11 ECC ❑ RP DEVORE ( PHONE NUMBER + 589-3847 I REPORT METHO 911 f WILDLAND FIRES ❑ ESTIMATED ACRES =0 FIR_ E INFORMATION STRUCTURE FIRE RESIDENTIAL FIRE INFO SENT HO- EMAIL BY JK TO 64 OTHER FIRE 7 -DAY LOGGED INITIALS MW MEDICAL AIDS ) INCIDENT NAME TREASURE PSA/OTHER START DATE 03/17/2001 START TIME 14:30 HAZ MAT DIAMOND # 2.0®r COMMENTS _ CAUSE EQUIPMENT AUGMENTED, LAND USE 1DOMESTIC ASSIGNMENT ACRES. 0 , TYPE OF ACRES DIAMOND 5 ONLY $ DAMAGE TYPE + DOLLAR DAMAGE 200000.00 SAVE 200000.00 ' a I INJURIES/FATALITIES. ❑ # CIVILIAN INJURIES 1 # CIVILIAN FATALITIES 0 i t EMD ❑ OES ❑ # FF INJURIE # FF FATALITIES J ' A � Ne lnade MEN s FFC-4O FC -40 INFORMATION , ❑„ DATE OF FC -40 INC I AGENCY INC #, r INC P# + FC -40 COMP DATE FC -40 COMP BY County Notifications EARS Hard Copy Recieved ❑ EARS Checked Agenst'EARS Computer ❑ Y T 7 NOTES RESIDENTIAL 069=250-011 01-0628 i DEVORE, NEIL 5356 TREASURE HILL DR. OROVILLE CONT: JOHN STARR REPAIR FIRE DAMAGE SPECIAL CONDITIONS CHECKED BY SRA r FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) $. b Signature ` V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Electricity; MH Test -Crossovers -Breakers -Clearances 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected -C/O to Grade -HD Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. D pth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel• P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockou -Wrapped 6. Stemwalls, Garage; Steel -BI kouts-Wrapped 6a. Hold Downs and Special nchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace F .-Steel 9. D.W.V.; Fall-Fi ng -Test -2 Way C/O -Sewer Test 10. UF, Gas Pi ; Size Anchors - Yard Gas Piping; Size Test 11. Water P' e; Test -Anchors -Regulator -Service Test 12. Elect' Underground 13. PI ums & Ducts; Clearance -Material -Support -Ins. 14. irders-Sills-Anchor Bolts -Joists- Vent s-Crippies 15 Access & Ventilation A. Insulation Date Stove, Clearance -Hearth Card B-1 Date Card B•1 Date Kit. ti Card B-1 Date Card B-1 Date ets & Receptacles at Kit. Counter P MBING (Permit) OK except #'s ire D or; Swing -Landing -Closure A R"a -Access-Combustion Air BaffleWr Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ine; Above Floor-Mech. Protection Plb. ater Pipe; Test nchor-Nail Protectio 7 lec cep1jacles in Garage (F.F.I.)-Romex Protection D.W.V.; T -Fittings & Anc r•Nail ection on- F - ooked in Attic 20 Shower Pan; Test, First Floor -Tub Access Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 21. Test & Shower, Second Floor -Tub Access W -15 -as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 6-15�Furnace-Vent Access -Comb. Air -Return Air Vent 115 outlet rit) Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s De -sills Proper Materials & Anchors alts Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Dr top in Walls (rat proof) Fir tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cli g. Joist-Fthr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits St irs; Width_ Headroom-Rise-Run-Landing•Fire Protection 5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ng -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic a s; ITMtrrtg -Bolts 6 . r x erio Wall Panels ✓r 6' nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date (, 121 J Card B-1 4-- Date Card B-1 Date Card B- Date Card B-1 Date FINAL (Plans) OK except #'s 3.. E teps-Door & Sidelight Protection -Landings Smo etector urnace Vents -clearance -Comb. Air -Connector - In CQlar-age; Above Floor-Ducts-Mech. Protection j67!G.F.I. h Fixtures & Tub Access -Spa lem & Subpanel, Breaker Sizes & Labels JB-Fireor Stove, Clearance -Hearth EI . utlets at Wood Panel, Int. & Ext. Kit. ti ppliance; Ground -Air Gap -Cooking Clearance lec ets & Receptacles at Kit. Counter Gar ire D or; Swing -Landing -Closure A._,�ct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. ine; Above Floor-Mech. Protection Plb. c. & Mech. Equip. Listed for Location 7 lec cep1jacles in Garage (F.F.I.)-Romex Protection 7 ns on- F - ooked in Attic G Rails P. Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floai;. l es ,QE'-`Followi ./Drives J No/Walks J Yes J No/Planters J Yes J No tucc n -Finish C. isconnect, Electrical -Plumbing ents Ab of, Plbg-Appliance-Fireplace-Clearance to Openings ater HDiscon ect, Electrical, Plumbing xterior E rim, G.F.I. Receptacle -Underground 8 n Throughout House 90/Corrections fr rrrPrevious Jnspections rs agged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date j-01�2 7,6 Pard B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 17L - r T �r C Date Inspector REV 1092 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541!_b PER ITPo• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-250-011 ZONING BUILDING PERMIT OWNER DEVORE NEIL TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 1 , . OWNERS MAIUNG ADDRESS 5356 TREASURE HILL DR. ORMT.T.F., CA 95966 CONTRACTORS NAME JOHN STARK TELEPHONE 589-257 CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS OROVTT.T F., CA 95966 CONSTRUCTION LENDER Fireplace A F,_5 0-0 . 0 LENDERS MAIUNG ADDRESS Total Valuation $ 101, 500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 646.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 23.00 BIyD56 TREASURE HILL : S Energy Plan Checking Fee $ $ PERMIT FEE $ 689.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 111 7.00 77 .00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)( Describe Work: FIRE DAMAGE REPAIR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home S G W Q20.00 PERMIT FEE $ 00 ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is infull force and effect. License Class Z2 -?Z7-57 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. ( N 3.5Q ? 2 M_ACC. uBLDS. cad NON RESID. 97.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES g20 @ 1.00 FIXLNS Ex. Occu . ovr�Ts pD°.RA� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 100.20 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workersS� ensaU9n insyrance carrier and policy number are: Carrier , _ Policy Number (5.047 -t S' U (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date -L -6 - 06 Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating -Cooling Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEt s 50.50 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 976.20 HAZ. D. FEES IMP FLOOD - CDF PARCEL ..- PD HD ISSUE �/ This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have - By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. -! f ate ( 1 4 Receipt No. �/S/�� o�G in WHITE-D.D.S.-B.D. CANARY=AS§E R PINK -INSPECTOR GOLDENROD -APPLICANT 9 Vf 5V614F-Y4F-rlin5M&RI Vr NCrttiLVrmGr.I Or-ntlRVC.7 DUtLUIrw DIVISION 7 County Center Drive a Oroviller California 95965 a Telephone (530) 538-7541 PER NO. Rev.,?J96) APPLICATION AND PERMIT Iowa BUILDING PERMIT O1M'� �iDiie Sq. OCC. BUI V TION Ow�11 / ------------- Jr Q oownwenaruooa UMOM WANG Aooase Fireplace Total ValuatiMF99 Am"�o�rsuetc N0`Flip Feei 20.00 AACM = Oa owamre YNA4 ADCKae Permit FeePlan Checkini r SONO Aw " Energy Plan Checking Fee t J _ / PERMIT FEE urr"°` sveonrairrsrwa 'AMCL M"" PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 29.00 SF)21' Duplex O Mobilehome O Other Water piping 15.00 ��- aNScr Each gas water heater or vent 15.00 TYPE OF WORK Gas piping systern 1 - 5 outlets 15.00 Nov O Addition O R00190M O WWes 9 Installation O Otha ,d Building sewer 15.00 S Deecr' a Work:Moble Home I S I G I W @20.00 PERMIT FEE 8 r ELECTRICAL PERMIT Filing Fee 20.00 Main Service x` w U t.i 29.00 Main Service 20" TO iooew 46.00 coNS . owlllNo ON eoo►n. a Acc. area. oeevP. 3.5t, wwwro. YUITwVnlT 07.50 POYYpI A►►AMTIJa a O dR EX. Occup. ovnET ox nvnmes MAL aYI 0 .o 11, aEx. Occup. 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Misc. Wiring 29.00 PERMIT FEE _ (% (/ MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID�i Heatin / SRA .. Coolie SHERIFF �� � Hood P 8.50 Ventilation µ OTHER $ PERMIT FEE SJ Mobile Home Installation Fee i Energy Inspection Fee is occ CON1 ST. r"` TOTAL FEES ' , l (/ AMOUNT RECEIVED �o. �a �► rwoa �P ►„ .o av< This permit Is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. *RECEIPT NUMBER � I� �D * TO BE PVT INTO COMPUTER By Date PERMIT EXPIRES ON n Certificate of Compliance: Residential • Climate Zone 11 vow - ProlyciTltle _ := C,�UK- JI (,A, buildin snit Y pralect Address Y ' U g (wired By/ Date DocumenuUonAuthor Telephone �D Fnlctoanent Abeary Use Only BUILDING DATA Fenestration Area Conditioned Floor Area �SQo Number of Stories North ze Slab/Raised Floor Number of Units East South Single Family Detached (SFD) [ ] Addition Alone ---�-�� (] Single Family Attached (SFA) [ ] Existing Building West (] Muld-Family (bLF) () Existing-Plus-Addition Skylight _ Total B UII.DING SHELL INSULATION Component Insulation LocafiorVComments Type R-Value (Mic, to garage. DOp ECL etc,) Roof ............. P-oof ............. Wall .............. WaU...... Floor ............. Floor ............. _ Slab Edge..... FENESTRATION Shading Devices -Ee.nestration Area Type Interior . Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind. etc.) (shadesc7eem eta) (ye sMo) (Metaltwood) _ North ( ) 2M f 1> RL-_ V1y L North ( ) East East South ( ) SOUth ( ) West ( ) West Skylight....... THERMAL MASS Type/Covering Area Thickness CO r (slab/exoosod. tiles etc) (sf) (inches) LOcad0rVDCSC4jDClon (kitchen bath, etc.) i IiVAC SYSTEMS 1%i:.imum Duct i Type (furnacc, air Efficiency Location Duct Beat Pump conditioner. heatoutnD) (Q=t)E,SEER.HSPF) (atcc,em-) R-Value Thermostat Type (Sn i r or nk�l IIIWW II OT 1VATER SYSTEMS Tom' R Value : vstem Type (storaec Ras. etc.) Caoacity Number Enerpy Factor r- t Tank Tns- Th srri hut; ruz , IPECIAL. FEATURES/RE?ViTR S -- — -- 1,71 taw it's mgM.Cfiftiate �',!v vPpInt,1 one `stem ��W T L J$ -a -All ;1*4 �J R "2440 )�' to el In hisulAtIan; or s2 sM 4FRI�wluwe ill U -value [0.028] 5P la Insulation Trl,!i or 'KI, P "It_ [I I Uwalue'(0.06S] V '4 V aised;FloorJnsUlatlofi;1�14" 20! _or v2 7 r4", --,r qw, aj U -value 10.03_ 1 s "or lab',E=' R -value jol F2 tactor 10.751 v 11x%-- 2 n, Any, Diacff in UncorqftnedSpace? CY I N 1-A Y ene 0 7% 1 Sum I Type U-value-'TatWWFones.11161 I o enesfiratlon Heat "Gain - 5% 1 0 0 % Fenestration SCshade Open Eff. % Fenes. Shade Eff. Ratio .4% 0 0 3% 0 0 orth x o 2%0 .0 0 ast x -1% Outh x x lest kylight x --T-7-37 42 S- to 8. interior They Nerhangs?�: N Mahod 4, (Stab - on, iteildr�Thdrmal, Mass or Sim Int Masa/CFA-'A -31 % Ej�. Stab 1201 Gov - 10 -2 En Wad Maw 20 0 ieatlfig System x 79-7 AFUE YH109 Duct Etfic. 11 Effectrve AFUE Zonal Control 40 3 story: 50 r7&%'j 6 81 0.83:2+ 3tqfy: 0 681 or HSPF Adjustment 101 60 . SEER J10.01 Duct Effie. [I a Ing System x 70 story: ajv�=e SEER Zonal.Conuxil 0.81: 2+ story: 0.871 A41.111MOM 101 90 Vater Heating 100 ysIns. TP;a-" Aumfiary.1nout Dismoution Ira swb F Heder"rype. F-nwgy Factor_ Ext ISGSOI. 431 121 (None[ [STD) Mass Stor J0 ;ystem 2• 1CFA One A T* Energy Fa=r Ext Ins. R -varus Auxiiiary .11 Heater Type (None[ input Disvioucan 0.0 eiling Insuliltion z. .43 Numow of sones - .Vmtm one TWO R-13 A-0 .74 48 -27 3.19 -5 -4 .2 3.30 1 -.1 0 .1.38 0 0 0 Wail Insulation 48 -41 Sim* sir9*- .31 Family Famof MWW- 4.'Slab Edge Insulation - Nunmer at StOROB One Two Thn Pro 0 0 0 R-5 6 4 2 X7 7 d 2 -1---6. Fenestration Heat Loss R -O -112 .57 .43 R-11 -6 .81 to .90 R-13 .-7 *-4 .5 .4 t .3 R-15 .4 -3 -2 R-19 0 0 0 R-21 1 1 1 Raised Floor Insulation 48 -41 Inc,'-Uon in Floor -.34 .31 Nurriow of stoner 4.24 �'V;Uue One Two Three R -O -14 -9 -5 R -t1 -3 -2 -1 9 c 0 0 :;-30 .22 .19 Point Total: 5. Infiltration (Duct Air Leakage) Duas in Un=dMCn9d S011011 0 No Ou= in Uncaricimmita So= 3 Tow 1.31 percent or inestricion more 1.21 to 130 1.11 to 1.20 1.01 to 1.10 .91 to 1.00 .81 to .90 .76 to .80 ii-vwue .71 .66 to to .75 70 .61 10 65 .56 to so .51 'to 55 .46 -to 1 .50 .41 to 45 .36 to 40 50% -100 -76 a -62 -55 48 -41 .38 -.34 .31 -27 4.24 -20' .17 .13 40% 77 .58 .52 -47 -41 -36 -30 27 .25 .22 .19 -16 -13 -11 -8 35% .66 .49 -JA -39 -34 -29 -25 -22 .20 .17 -15 -12 -10 -7 .5 3011. -s4 30 -36 -31 -27 . -23 -19 .17 .15 -13 -11 -8 -6 -4 .2 -50 -36 -32 -28 -25 -21 -17 -15 - 13 .11 j .7 .5 -3 . 1 .28% 26% -45 -3j -29 -25 -22 -18 -14 .13 ' 1.11 -9 -7 -5 -4 -2 0 24% -41 -29 , -26 12 -19 -16 -12- -11 -9 -7 -6 .4 -2 22'. -36 -25 -22 -19 -16 -13 -10 -8 -7 -5 -4 .2 -1 1 2 20% -31 -22 -19 -16 -13 -11 -8 .6 -5 -4 .2 -1 1 2 3 18% -27 -18 -16 -13 -11 -8 -6 .4 -3 .2 -12 3 4 16% -22 -14 -12 -10 .8 -6 -3 -2 -1 0 1 3 4 6 14% -18 -11 -9 .7 .5 -3 -1 0 1 2 3 15 5 6 7- 12% .0 -7 -6 -4 -2 -1 1 2 3 4 4 6 7 8 10': -a - -2 t t 2 3 5 5 6 7 t 8 8 9 0 1 2 3 6 6 7 6 8 9 9 10 .35 or -10 -3 0 1 2 3, - 4 5 6 7 8 9 10 11 0.3 1.0 -6 11 -4 Zo -2, U 1 3.0 3 4.0 4 5.0 4 Lo 5 7.0 7 8.0 a 9. Exterior Wall 0.00 o.20 0.40 0.60 0.80 1.00 1.20 1.40 1.61 1.90 2.00 7' FQ Gain (based or, Snaoe Effectrveness Raoo) TM. 11. C0O6ng $vstem Elf +' F.ra1 South weal Skylight Houses with Ducts (R-4-2) Few .87 ,67 .52 .51 .87 .67 S2 .51 .87 .67 .52 .51 .67 .66 SEER Sum of 7.9 For. or 10 10 or or to 10 or or to to or or or Soles Patq -25 Or •24 to •14 to .4 10 •6 to i 6 Or more .86 .66 less more .86 .66 less more .86- .66 less more lass AC AC leas .155 '5 •15 more Souse 5cie Ad)usrmrm, 10.0 9.7 0 0 p 0 p 0 18X' 15 •12 -26 home Sae (it? 16% � •21 •20 -23 •16 •12 •36 •3 •Z3 •16 •SO 11.0 10.7 a 3 2 2 1 p .i8 •16 -13 •10 •21 .19 -13 •9 •31 •27 -19 -14 -44 120 11.6 8 6 5 3 1 0` paw fats to idXl _•td . •13. •11 •8 -16 •14 .to - 7- - .26. .23 •16 •11 •38 13.0 126 1i 4 2 0-- 'MNMemg IM_ tr 12%y, 9 6 11X '� 11 -10 -8 -6 -12 -10 -7 •d •21 .18 •13 -8 -31 14,0 13.6 13 11 8 5 2 0,�• iWkDM 1000 Icy " •10 •9 7 -6 -10 -8 •5 -•3' =19 •16 •11 •7 .4 .2B 15.0 14.6 16 12 9 6 2 0' f' '* ,V -17 -0 8 -6 •5 -8 •7 -4 - .2 .16 •id -9 -6 •3 •ZS ErtectlreSEER t tf 11 9% .7 -7 -5 -4 -6 .5 •3 -- .1- a4 •12 -8 •5 - .22 S 8% •6 ,S .4 -4 -4 (SEER z duct efficiency) + ` 6 -9 -4 -2 0 •11 •t0 •6 -4 •t9 1`A ,a 3 3 EER -0 6x 47 .4 .4 •3 -2 2 2 -1 _o. $ 8 .Z 2 to GAC old -25 or •24 to .14 W o.4 o .6 to 16 or + 1 -3 t 4 3 2 2 2 1 p. p 6 5 3 t 1 t2 AC less 1c 5 �5 .15 more 1 0 C dY. ! -2 .2 -1 •1 1 1 0 , 1 1 •4 •2 0 •1 -to a Stay House ! 3 1 3% .1 -t -1 0 0 0 0 1 •2 •2 0 i q 7 5.0 4,9 -29 23 ..17; .il = 0 a y t1. 6 9 2X 60 58 16 13 -9 6 2 0 ' 1 0 0 0 0 0 0 1 1 0 0 1 2 0 5 _ 11 " 1% 1 1 t t o o^ 0 T t T 2 2 .3 -2 7.0 6 8 7 -,4' 3 1 0 2 td � 1 1 1 1 1 0 0 0 0 3 3 3 3 0 p 8.0 7.8 -1 0 0 0 0 0 _ 8t Z9 0 0 0 0 0 0 9.0 8.7 5 a 3 2 1 0 ., 8- 1 Mass 10. Heating -System tad 9.7 9 7 s 3 1 0 ; . 80n Slee AdJumme ,C11.0 10.7 12 10 7 4 2 0 ~ =facia Connruciion Only) Houm WUh Ducts (114.2) 120 11.6 15 12 9 6 2 0 ,�•^ Holme Sae Two Three Sum of 1.6 13.0 126 18 14 10 6 3 0 ` 1500 �- Ex G - Stories Stares 14.0 13.6 20 16 F Gas' S •25 ,-24 •1d •d 7 3 0 2 -1 AFUE:iHP" HP'" or' ' to to tp 0 16 15.0 14.6 22 17 12 8 3 0 q 1to a,. µ •1 -1 ? lam' i�vr' fess -15 5 .5 to « Tutu or Three Stay mouse;0 p +i5 roots &0 4.9 •35 •27 •20 • : •13 S 0 p 1 O. 0 78X4'&8k`*&6'-'0 0 0 0 0 0 60 5.6 21 •17 •12 -3 0 x1 V , k.. 0 ' 1 80X,-7,0` 8.8 1 1' 1 1. 0 0 2 1 85%41.7.4 7.Z 5 4 3 •2 2 1 '7.0 &8 •11 •9 •7 -4 -2 0 '•_1S 14 0 1 3 2 g0•b3`:7.8' 7.6 8- 7 5 4 3 t 8.0 7.6 1: "•9 2 ns t Yt'--1 0 i ^:10'if��0 t &7 &4 0 ., • 0 0 0 5' 0 c 3 2 95% 8.3 8.0 it 9 7 S `• 4 2 », .�,:Ks, t,;:_,.. 4'�,. 2 9.0 $7 2 1 1 1. 0 0 0 0 c b 3 100VA7 B.S.��13 11 9 7' 4 2 10.0 9.7 6 5 4 c- y2 1 0 - �5 �, 1 ' 0 t 3 Y ; 1•-E![eeyve AFUE or HSPF 11.0 10.7 10 8 6 ' 4 1 0 -�lo; _ ' 0 4t `CAFUE or HSPF z duct efficiency) 120 11.6 13 10 7 +- Y 2 0 y Y- - Sum of 1 6 13.0 126 16 12 9 - ' 6 2 0 M4 - Eft , Brlettaot! 8 ,t 0 lM', Gas ,•25 •24 -i4 .4 .6 16 14.0 136 18 14 10 6 +• 3 0 25 ` RL=d Floor HP - or to 0 o to or 15.0 14.6 20 16 11 ;� * 7 3 0 4 IFALl ii1fMLOft �101iB5 Thtee L>NSPF itBVFIesS``•15 •5 .5 .115 more t- Trro p� House. Zonal Contras AdJutva"eat QO -- ;a - 11 ' :1 0 33%"1 28 0.1 2A 162% 3 _ -cid .-34 •25 -18 6 5 . OvAa x-1. 0+ 0 ' •8',, f 0.. - 0 dOXr13.5u 3.4' d0 ;94 •28 . -225 '46 a•10- 0L3s' 'bti Z t' 1 SOx'j 4.4; 42! -19 -18 •13 •10 -7 •S' 1Z water Heating,- �e:•-4- } E •2 2 60%� 5.2} S,t .�, ; d 3 .2 1.0 1,' 4+: 1-2. •1 Oae' Wates KiiW- No At�'r M 4" 5 6466 845 0 ~0 0. 0 0 6 70x` 6'f�591- 5 a 3 2+`f�y4t.. :.:T20Z418 8' 8 . 80%� 70,5 &8.r �t �j 9 7 ('S. 3 Waur t�rmatQ STD FfYYHe No r Dow 3 3 b 0) 19• 9 90%, 7.81 71t 191•, i6 13 11 • B . 5 HeaterTvoet Zonas . Factor 1.0 ;8' . • 51 11+ 10 10 tt10x lit' U 24, 20 17 13 110 6 POU.litatd_' Cp1t<c'. a 0 6' 7 131 • a `•' t . SGSo Ail �, , ,+orf W 0.53 .0 3: 1 , r•p' ,;;5 13 t3 TWO S1- ,: :,•stiff;: 063" 5. '-e o .o ;81 8a `• ~ 141 14 td t' 33X) '2.9? 281 -49-Ft 58 48 -37- -26 •15 5 0 ' 7� 9l, tbi 15 is dOx1 351 34 3g. • .0.73 8 i. „9 toy .0 8, 101 . 16, 16. ' 64� ' ' 32 -24 - 17 • 0 Y sc7s 'U - o 46 ` -2 1 " -1 � •12`" .7 p 8 11 18 16 SO% 4.di 4 •24 ,20 -16 -13 AL`.5 �. _ 2 1 " 17 17 60%1,151; 5-1 51 ;F:-9`. -8 -6 5 -3 ''":2 "OSB 3 4 51 0• 0 0 0 0. 0 .. 068 7 10 8 3 7 70�'i;&i! ' S.9 1 1 1 1 0 ' - 0 SE At' s ", �r�.- , _ 0.67 -20 •12` =17 •41,,.12 :je r Wt3llrThet�tOl.'M 80%' `7.0! 66' 9 8 6 5 "3 r r2 gut 0•= "-17 •4 - 1i vis S 1 13 IGS I{a r S r 080. 2 5. 1t31" 9pX 7 8 7 6 15 10 B 6 3 e +'M*i FFafliuy, FaniilT &7 :8 5 :2417 ` 14 .it 8'i"- IE - �. 21 t2 r �•JOemcud,__ AltsaieOL `:., � - 3. Zon2l Corr * Aaustmertt HP 61 13.1Sh�r,n1 4G. 4 7� 'Sr 4 0 s Oj ^ r`O t ` Y O System TYPek ..� _'!ks 1pata: Heave`s No AtodIIary Cj&fl t4 ; r Op �1=�? Sj. w2 R ,.. b d M3 2�r;txp �7i•u SGSO -.w N"..�.o:., .yD�j �..l f 1711 ..1�" I, ti ,4 , OG1Bt 3j f rl� .r. ..4.0. • 1 v5#~�r0'k •B 0 9 83 c; 6 , 7,t•-.:.1�5 .. _ _; 3 2 to .1 0: .....««.•, 0.73 6 1024 , e l jr, 4 ,,. . ,,,r p �12f 101 7 �-r ' Su S -12 -0 11 ,T2 :•1T� =12 1t} 12� AdAini sot (a IYo Ta t 't '173 194 .9 yF-. art 10 �. iMsnoer o! 11Vaar HaafaR 058 s to t 7 14-•4 I w•.; is) 141 it watnHeaerTvoet Onet '' Twe SE All 0.87 •�• >K (+`� E °' ••"SGsor '- _._. 22 14 19 yj6 3S' •a;t 31 17, :t3SG 2 " s - 093 .16 7r1i m r` -78 ,is y� y 18' 1dT E 3 ' r - :G All --- OM a ta• -3; s t 19, '.'.'14 HP,� S p 1E 21 t2, 7 •2a.n - •j HP - 6ii:U.15"` 1 alt r7C51ueifit aa: MF-1Fh NOTA: LpwnsF rPsi06nlial oudOinos suoie cl !o Ina Sidncar0s"nusl contain tnese measures reoardtess of the compiiance aDDroactt use,. Item; marXeo with an aslerisx U) may De suoersooed Dy more strinoenl compliance reOUlre mollis Lsteo or. tine Centitcato o. Comodiance. Vynen this cne Wisi is incorporated into the Permit documents, trio features notes snall De consioerec by all Dances as omotng minimum component DerfOrmance specifications for the f-- , mancaiory-measures wrletner iney are snown elsewnere in the Oocuments or on this cneddisl only. r DESCRIPTIOr. Building Envelope Measures §15otal: Minimum A•19 ceilino insulation. §I Soft;: Loose hit insulation manufacturer's taDeted R•Varue. §15010;: Minimum; -13 Kali vuutation in nrameo balls lopes riot aDOly to exterior mass walls;. §I50(c;: Minimum A.13 raised fioor mswaoon in framed floors: minimum R•8 in Concrete raised floors. §150(1!: SIaD epoe i rsutapbn . water aoscrouon rate no creator than 0.3%. water, orea;er ;nan 2.0 oervapor transmission rate no mrinci. 6118: Insuiation soeofieo or instaheo mees California Energy Commission oualiry stancares. Indrrate type and form. §116.17: Fenestration Prooucrs. Exterior Doors and Infiitration/Exhitration Controls a Doors and windows between conowanea and unconditioned spaces oesioned to limit air leakage. b. Manufactured fenestration orocucls nave facet wrm cerdfiec Uc. -value, and infiltration certif!ration. utenor Boors app windows weatnerstnppee: all joints and penetrations cauikeo and sealed. §150(5): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Soecai infiltration barrier installed to Comply with §151 moors Commission quality stancares. §150W: Installation of Fireplaces. Decorauve Gas Appliances and Gas Lops t. Masonry and factory -Duet fireplaces have: a. Closeabie malar or glass door b. Outside air intake with damper and control c Rue damper and control 2 No continuous burning gas pilots allowed Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC Equipment. water heaters. snowerheacs and faucets cerdfied by the Commission. § 1506): Setback thermostat on all apbilrable nearing systems. §150(j): Pipe and Tana insulation 1. Indirect not water lanKs (e.g., unfited storage tanks or baCWp solar not water tanks) have insulation blanket (8.12 or greater) or comoineo uuenorrextenor insulation 18.16 or createrl. 2 First 5. feet of pipes closest to water neater tank non-mcitcsrtating systems. insulated (R-4 or greater). 3. All buried or exposed piping insulated in redreuwtino sectors of hot water syslem 4. Cooiing system piping below SS°F insulated. 5. Piping msufated between heatng source and indirect not water tank §150(ml: Ducts and Fans 1. Ducts constructed. instated and seated to Comoy with UN,C Sections 1002 and 1004: ducts insulated to a minimum Installed value of R-4.2 or purrs enclosed enemy within conditioned space. 2. Exhaust fan systems nave oaatdran or automatic pampers 3. Gravity ventifabno systems sereno conditioned space nave eimer automatic or readily accessible. anuaty 0Derateo cambers.. §114: POOI and Spa Heatno Systems and Equipment 1. System is certified with 78% thermal effidency, on-off switch, weatnerorooi ope no eiectrdc resistance nearing and no slot light. rating instructions. 2 System is tnstailett wim: o At least 36' ctpe oerween filter ano heater tot future solar heating. b. Cover for outcodr pools W outdoor spa. 3. Pool system has Ckectionai infers and a (xrculation Dump time switch. 6115: Gas-fired contra- lumaee. pool neater. spa neater or household cooking appliance have no cononuousty burino mot Iran,,. IExcepbon: Non-eieancal cookino appuance with picot < 150 Btwhr.) Ughting Measures §ISUkl: 40lumenswar; or greater for cenerai lichrino in lulcrlens and rooms with water close recsseo ceernc fixtures iC ;irstnabon coven abDroveo. rs: and COMPLIANCE STATEMENT DESIGNER ENFORCEMENT This certificate of compliance tits the building features and performance speaf',caoons needed to comply with Title 24, Parts 1 and 6, or irte Catitomia Code 11 Reputations. and tree administrative regulations tD implement them. This certificate has been signed by the orientations, Cf overall des gn responsitxiGry. When this certificate of compiiance is submitted for a segfe building plan to be bulli a1 multiple arty shading to ttue that is varied is indicated in the Special FeaturestRemarks section Designer or Owner (pc, auslrw" A prolmaims fie) Name: TUe/Firm: Aches¢: Telephone Isgnawre►/) O U(dare) Entorcement Agency Name: Tito: Agency: Teieonone• . (5 W naturerstam:+, Coate: Documentation Author Name: Tide/Finn: Address: Telephone: (signature) (dam) Certificate of Compliance: Residential pralect Address tion Author Climate Zone 11 Buildin ertni `9 V, mec By/Date Fnlctoatient Atrmty Use oniv BUILDING DATA Area -- - % Conditioned Floor Area 2540 Number of Stories NNoor h Slab/Raised floor Loa Number of Units South st Single Family Detached (SFD) [ ] Addition Alone West —��� (] Single Family Attached (SFA) [ ] Existing Building —L� (] Skylight Multi-Family(b117) [ ] Existing -Plus -Addition . Total B UII,DING SHELL INSULATION Component Insulation Locaf-iorx1Camme.-its Type R -Value (arae, to garage. ztrl. etc.j Roof ............. E- 191 Roof ............. Wall............. wan ............ . Floor ............. -7 Floor ............. _ Slab adge ..... FENESTRATION Shading Devices -Eenestration Area 'Type interior . Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind etc.) (shadesaeM eta) (yes/no) (metaltwood) Norah ( ) . f. Q kL V1%4 L— Norrh ( ) East ( ) East ( ) South ( ) South ( ) — West ( ) West ( ) Skylight....... L TIiERMAL (MASS Art Type/Covering Area Thickness Cpl (slob/exposed. tile- etc) (sf) (inches) Location/Description (kitchen, bath. etc -✓ rL IiVAC SYSTEMS 1%,iin-imum Duct Type (furnace, air Efficiency Location Duct Heat P=p conditioner. hent nurnfl) (A = vE , SEER.HSPF) (�atri�c, etc.) RValue Thermost�at� Type� gpliit or nko l L • .r Gro,_ i� 5 rr IIOT IVATER SYSTEMS Tank - R Value �vetem Tyne (storaec ges. ctc.) Caoacity Number Energy Factor Ext- Tank Tns M crri hur; n❑ >PECIAL FEATURES/REIII R S It syste_rl1 Summary: Climate Zone 11 - Point Scores eiling,Insulation- or + - RalI U -value (0.0281 t� ralllnsulatton or - '- Fl -value (t ) U-,rrlue 10.0651 f alsed Floor Insulation'-� or Q ;.X R-V;w t _ 1 u-vwue [o.0371- .. - lab EdgiTinsulatlon � _ ;4 c� R-0 : .74 -27 R-v�01 F2 tactor [0.751 IeaUrig Systemc tfiltration Any, Ducts in Urlconditbned Space? (Y / N) M . enesfratlon Heat Loss t • . Type U -value [0.651 Total % Rmes. [161 enestration Heat Gain- Duct Effie 11 story: EttecavSEER % Fenestration SCshade Ett. % Fenes. ShadeQEtf. Ratio orth IR X poopen • a�0 = 2'•0 Dfo ast x = He Type ISG501 outh It x = Aunuary,inaut (Novel lest x kylight f'. x q.tl -3 -2 lverhangs? ( Y / N ) Heater Type(Novel Energy Fetor Iterior Thermal Mass or F _ veiling Insuwtion 7LSlab [201 Int MasslC A value one .xtertor Wall Mass R-0 : .74 -27 ' IeaUrig Systemc Ext wad ►Nass x . _ -38 0 :ooling System AFUE YHSPF 178X 7 6 8J x Duct Ef6c-11 story: 0.83: 2+ s ry: 0.88J t S 7 = Effecave AFUE or HSPF I e Sir91e- _ SEER 110.01 Duct Effie 11 story: EttecavSEER 3% 0 0 0 0.61: 2+ story: 0.871 o o - o Vater Heating >ystem }1 11 2 l 0% I -value He Type ISG501 En. Factor . (0.531 H - Ext ins. vatue 1121 Aunuary,inaut (Novel system 2 q.tl -3 -2 •1 Heater Type(Novel Energy Fetor Ext ins. R -value Auxsusry input veiling Insuwtion -72 -57 Nutntty of alerts: value one Two R-0 : .74 -27 1-19 -5 .4 -2 ,•30 1 1 0 • -38 0 0 0 Wall Insulation 0 Singh Sir91e- Famay Fanrf Mudtl- R-0 -72 -57 -43 R-11 -7 -6 •d R•13 -5 •4 -3 R-15 -4 -3 -2 R-19 0 0 0 R-21 1 1 1 .2aised, Floor Insulation 3% 0 0 0 Insnlsttloa In Floor o o - o 1% Numosr os stories 0% I -value One Two Three R-0 -14 •9 •5 q.tl -3 -2 •1 ,•i5 C 0 0 S 100 -t1 c°, 4. Slab Edge Insulation• Numoer of Stones R-vAltie ' One Two Thn R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss Zonal Canttol Adluwrtent lel Sum 1.6 *, 7. Fenestration Heal ER Norm .87 .67 `;;52 •51 Fen or to to es>ra mora .86 $6 to tion 18 : 16% .5 -4 • - .3 .4 -4 •2 tow .4 2 127. .3, .t ttx 2 1 c 107. _ 1 r 0 .51 to -3 10 - 7% -1t 6'r:` 5% 0 1 0 • 0 47. 0 0 0 3% 0 0 0 2% o o - o 1% 1 1 =1 0% 1 1 1 ZonalGanotd Adlustrnerit lel Srl> Distribution y [=t -01-1 . ZAi Distttouaon Pont Total: 5. Infiltration (Duct Air Leakage) Duas to Urtconaaloned Suave 0 No Duas in Unconaalonea Soave 3 8.0 8 Total Percent 1.31 or 1.21 to & Interilir Ther .clewed A(Slsb-c Pervert .81 to one Ezoossea ' Stor 0 .51 to -3 10 .36 to -2 20 9.lxterior 0 30 1.20 1 40 .90 3 50 70 4 60 55 5 70 d0 6 rp • 50% -too -76 -69 •62 •55 -48 -41 -38 .-34 -31 27 -2t 20 17 13 t0 P 90 •58 S 100 -t1 1� Ira -27 Slett F Mau -19 Ston 1CFA One Tw- 0.0 -11 s 0.1 -10 - 0.3 A F os .8 -20 1.0 -6 -12 1s -4 •5 2.0 .2 307. 2S 1 -36 3.0 3 •23 4.0 4 •15 5.0 4 -8 6.0 5 -2 7.0 7 8.0 8 Total Percent 1.31 or 1.21 to 1.11 to 1.01 to .91 to .81 to .76 to l}lralue .71 .66 to to .61 to S6 to .51 to .46 to .41 to .36 to .35 or 9.lxterior mestraaon more 130 1.20 1.10 1.00 .90 .80 .75 70 65 60 55 .50 45 d0 less E -,war . ,.Wall 50% -too -76 -69 •62 •55 -48 -41 -38 .-34 -31 27 -2t 20 17 13 t0 40% .77 •58 •52 -47 -t1 •36 -30 -27 -25 -22 -19 -16 •13 -11 -8 •5 35% -66 49 s4 -39 -34 •29 •25 -22 -20 -17 •15 -12 •10 -7 •5 -3 _ 0.00 307. -54 -40 -36 •31 -27 . •23 -19 •17 •15 •13 -11 -8 -6 -4 -2 0 0.20 -50 -36 •28 -25 -21 -17 •15 •13 -it -9 -7 -5 -3 •1 1 0.40 .28% 26% -45 -:a _-32 •29 •25 •22 •18 -14 -13 =11 -9 -7 •5 -4 •2 0 2 0.60 24% -41 -29 -26 •22 •19 -16 -12 -11 -9 •7 -6 -1 -2 •1 1 3 0.80 22 : -76 -25 •22 •19 -16 •13 -10 -8-7 •5 s - -2 -1 1 2 4 1•00 201% -31 -22 •19 .16 •13 •11 -8 -6 -5 -1 •2 -1 1 2 3 5 1?0 18% -27 •18 -16 -13 -11 -6 •6 -t •3 •2 •11-5 2 3 4 6 1.40 16% •22 -14 -12 --10 -8 -6 •3 -2 •1 0 13 4 6 7 1.6? 14% -18 •11 •9 •7 •5 -3 •1 0 1 2 35 6 7 8 1.8G 12X 13 7 6 i 2 i 1 3 16 7 8 9 2-00 to-. -8 - -2 1 t 2 3 5 5 6 7 t 8 8 9 10 8: s 0 1 2 3 - 6 6 7 8 8 9 9 10 11 FX 7' . Gain (baseo on Shaoe Eftearveness Rano) --... 11. C0,061 19 System - Eff East South West Skylight Houses Wltb Ducts (R-4-2) -�� .87 .67 .52 .51 .87 .67 52 .51 .87 .67 .52 .51 .67 .66 SEER Sum of 7.9 or to to or or to to or or to to or or or Sorn Pctg -25 cr .2d to •ld to 410 •610 160t tronmore .B6 .66 less more .86 .66 less more .86 .66 less more las AC AC Tess 15 .5 .5 -15 mora Ho,,7t S� Adjustment10.0 9.7 0 0 0 0 0 0 16X' •21 .20 •15 -12 .26 .23 -16 -12 -36 •3'' -23 -16 - •50 11.0 10.7 a 3 2 2 1 0 ►brae Size 1h-1 1dX -18 •16 -13 -10 -21 -19 .13 •9 •31 -27 •19 -14 �4 120 11.6 8 6 5 3 1 0 POS hsa 1a' -44 --13 -11 •8 -16 -14 .10- __7 .26 .23 -16 •it .38 13.0 126 11. 9 6 d 2 0' lvdJ �^B. dtan- - 1C �iZ'. ` . •11 -10 -8 -6 •12 •10 •7 •4 .21 •18 -13 -8 •31 14.0 13.6 13 11 8 5 2 0;; , rta5mro 1000 u9 10X _ •10 -9 -7 •6 •10 -8 -5 '.3 `_•19 -16 -11 -7 1 .28 15 0 td,6 16 12 9 6 2 0 '.•''� :�` 1 -8 •8 -6 .5 •8 •7 2 16 .td 9 6 3 .25 'i , ' 6 -7 •7 •5 -4 -6 -5 .3 •1 -14 •12 -8 -5- Effective SEER 8% -6 -S -4 'd -4 -4 2 0 .11 •10 -4 -19Z2 19 (SEER: duct effl ienc7) t g a' 5 d 3 3 3 t p t0 8 S 3 2 t7 EEA Sum o17-9 A 6% •d d 3 2 2 ZC' •25 or -24 to •14 to .4 to .6 to 16 01' 1 J 1 2 •1 0 .8 .7 .4 .2 -t4 -3 •3 -2 •2 •2 •1 0 0 b 5 3 1 1 AC loss 15 .5 .5 .15 more.. 1. .4% r -2 -2 •1 .1 i q -12 tory KOM r i 11 3 1 3% ' -1 1 1 0 0 0 0 1 2 2 0 10 g 7 5.0 4.9. ,j 6 Y 6 2 •29 23 .17 11 = 0 �' ► 9 3 2X 6.0 5.8 -16 •13 -9 , .6 •2 0 t ' iX 1 0 0 0 0 0 0 1 1 0_ 0 1 2 0 -5 7.0 68 7 �l it 3 1 1 t 1 1 0 T 2 2 -3 2 8.0 7.8 _1 .6 .4 3 -1 0 � t4 OX 1 1 1 1 1 0 0 0 '0 3 3 3 3 0 0 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 d 3 2 1 0 & 1 Mass 10. Heating -System 10.0 9.7 9 7 5 3 1 0 �l sn.wdJtutm� 11.0 10.7 12 10 7 d 2 0 N Contraction Only) Houses WUh Ducts (R4.2) 120 11.6 15 12 9 6 2 0 '1 e E Two Three 13.0 126 18 td 10 6 3 0 tspp 2x Sum of 1.6 w3uly0 _ Stones Stones Gas' Sara Pkg -0 , •24 .14 .4 46 16 14.0 13.6 20 16 7 3 0 �i,.�, to 0 -� '•2 '1 AFUE HP"`Kp -`or to to 15.0 14.6 22 ' 17 12" 8 3 0 "% 'j4-. t0 In Ot _ ���jl•' 1999 m0* .1 •7 } HS"' NSPi • Mss -15 •5 45, .15 mole Two or Twee Story House(•s 0 , 0 0 78X 68 6.6'•-0 0 0 0 0 0 50 a9 35 •27 %20 -13 -5 0 0 2 1 1 80%'r- ZO.- 6.8 1 "1 1 1 .' p 0 6 0 5.8 21 •17 •12 •8 •3 0 y z..Zp . 0 2 2 1 85%1 7,4 T.2 5 4 3 .2 2 7.0 6.8 -11 -g -7' .4 -2 0 --1S 0 t 3 2 90%i ?J7.6. 8 7 5 4 i 3 -1 8.0 7.6 -4 .; •3; 24•r.1'•.-•.1. p :10 .r :0 t `3 2 957. 83 t0 - it 9 7 5 } ! 2 87y. 84., 0, ,; 0. Oyu 0,'' 2 100% 87 85+'- 13 11 9 7. 4 2 9.0 87 2 1" 1'X�``'0 0 0 5 3 ,i 10.0 9.7 6•: 5 1rt4 r;•2 . - i • 0 „s, 0 0 S 6 3 E1M&4vo AFUE w SPF 11.0 10.7 t0 8 6' 4 1 0 +- 110: ' 0 ' 1 6 d (AFUE or HSPF z duets ettldenc7) 720 11.6 13 10 7 S 2- 0 15'"; � . 0 Sloss, Stan of 1 6 -13.0' 126 16 12 -.9 6 2 - 0 ti "Mesbod 8 25 -26 -14 -4 +6 16 14.0 13.6 18 14 10 Z" 6 3 0 ��• ` tr0 Rased Fbardr W t0 to to or 15.0 14.6 20 16 '11 - • 7 3 0�s ;Stones '•15 5 .5 ..15 mote '3` " '' /CFA, Tlirw • - .Two Three Fie - , ZAzrol Co Adj .1 0 Story s nn 0i uimeat 0.0• _ 33X 29 .2.8 .34 `•25 160. A Q1- 7' •8i 0 - 0 df1%3.5s 3 4.40 '-34 -d4 6 5 ,' 4 �.. .2m - 1. 0': 0.3 y -5 li '� ' '22 -16 _-10 - - - I2. Water Heating 1 1 50%� 4QLS.L+ 4 2. •19 -16 -13 -10 •7 -S 1.0 i i', 4, ,. 2 60% 5 2, 51 Vd • .d -3 -2' * -2 . -1 Ooe Water 13sta No wts>ti$ta>: Ce 4 5 64X1�S6+ 5!4 •pw: p- tS ti 1 11 63 z -6ti; 107E 611 5..91 r a : S 4 - 3�'f 21. `� ac r-: - _ :. �:. r' ri 2s a �,, Olettm5 2S 6; el t:9 ; 9 80X 7.0 6 8�1�� 1 9 7 ' f S r 3 watr , -�a�ss «, �Y STD ►1Wa A Z_ ' 1 ?� ?WrDatttd 3.0 5 9076 7.8 1, 7.6;.,1D,; 16 13 11. 8 5 Heater True Iona Factor POU tiiitrl l Cvi >; 5 11 ,10 10 t0otc;e7' BS, 24. 20 17 1310 6 " SGSO, A0;_ n•,. 0 6E 7/ 131 13 13 Twoa,tiveeStory,Hoitse - • 0•S1 .0 0 0 fj! 9) 15 44 14 33X�y 29 281 37"' -iS µ .al] 3 8"'`6t`,.4 1`01'5 .0 8 toi 181 t16 , i15 6 - d �` 351 '3 dye :a6 ~'•39,• .-32 24 : 17 t0 _ SG75 At - ai6 2 1 . ` o s 8 17 17 SQX, :d.d, . d . ?24 den _ _ -- - - �, 3 6 . Sr. . 1 0 1i 111 tat 60%'ar52 -51 yz g` 166 `-13:. A ;S, M _ ,. - r 4 ` 5 . 3 -2-11"-3. , Y _ 69X,60' 5.8 0 0 0 0 Ot,: 0 SE Al. ass 7 10.8.`-. 7 w Tv c t 70X) 6 T. 5.9- , t 1 1 1 p pOd7 -?� 72' t7 ..t1, - 19 Walle'Therta:J'Mass 80X" `7.0. 68' ., g rC 093 =17 -0 •13 90X3 7.8 7.6 15 8 6 5 ��3 2 IC N +" : • neo i' y S.3,� i, }Mum 1, 1 t 0 8..�6 3 �;i FLftYy' F 700x] BTS ;85, 20, 3 ' 4 IE �A!12 est i amity. r 17 1d t11+ 8 ' d i+i•. DelaCttldr� AttaCied+ � IartalCMM AdltutmerU'�.• HP - ,6.111315 1.^G`, 4-^ 7�K 6' as�v :* *t• a pr.� `0+ ,k 3- ..,,-.� '�eolVitaSestRes..�7o Cr dtia�C�� n1 a 2� y ROM= ti6� d, 3 - r 2,t:�14•,.pa i. z SGSO ~ i w�� + 7 r �y -b�, 1�7 r•ay 0. y.tQ 3t:- .3 2' 'i t 11 «'0. � _... �. pfii 1 `'5 ,� 3, ,8"1 �`4 9� 6 • •- , w r� :i a ' `" • '" 173 6 101 2 t _2 7. t3rr 14� .1Z 7 AdJ'usoatot r ` '?.ti SG:S .� .ad8 '. •12 1l 2L.- rte t12 or No Tads' Iaaniatloo ; -i +� j 9 t f' 1Tl 13 HUMS CA wan Merrier. voe Mesa Two SE Aa OM � # a C>.25 a r� 17r 13- rSG75� • y> - 2- �+ :-r S - - - - r_!'_ -t6 ._ 7 `22' .t9;'78. •ism 23' 18 cjQ S .,wE '3 :G Ap .` X80' j•- 1�- .9t "": �' d.. 20 19 1d Np! •« 5 J . r_ 0 IE - - ...�1 ' a93 .; . 21 12Ca Y •2l y 1 HP ... ..•••�•- •-.> ..i . nCJluellJIal Mf= -1 R NATE: Lo—rise re5,o,3nl'3l Ounoinos suotecl to Ino Stanoaras must conham mese measures reaaroless Of Ine COnlpilanre aooroacn usec tioms marxeo wr.n an asterisk (') may oe suoerseeed oy more stnnoent compliance roduvement_, Irsteo on Ine Ceniircale of Comollanco. Wnon inns cneci(Ilst Is incorporated into the Permit OOCUrnentS, the features notes -nall tie consioerea ov all Dan es as olnarng minimum component performance specifications for the mancaion' .-heasures wnetner iney are snown elsewnere in the documents or on this cnecklist only. OESCRIPTIOr. DESIGNER ENFORCEMENT Building Envelope Measure., - 6 150(21: easuros 6150(2): Minimum R- 19 ceifino Insulaocr.. b150(b1: Loose fill Insulation manutacrurer s taoeled R -Value. §1501:;: Minimum ;-13 %Vf insulation In tramea walls laces not apphy to exterior mass (rolls). §I50(d;: Minimum R-13 raised boor insulation in frames floors: minimum R-8 in concrete raised fioors. §ISOW: Slag epee Insulation, water acsdrption rate no greater than 0.3%. water vapor transmission rate no greater Zrain 2.0 oemvina1. 6118: Insuiation specifies or,nstallec mees California Energy Commission Quality, stanawas. Indicate type and form. §116.17: Fenestration Prooucs, Exterior Doors and InfiltraooNExfilbaoon Controls a Doors ano +Anoows behween condwonea and unconditioneo spades eeshdned to limit air leakaoe. b. Manufactured lenestration oroauc3 nave facel with certified U' value. antl infiltmoon certification, Z. cxrenor coots ano winnows weamerstrhpma: all join Is and penetrations caulked and sealed. §150(c,): Vapor owners mandatory in Climate Zones 14 and 16 only. §I50(f),: SDedfal infiltration barrier installed to comoiy with § 151 meets Commission quality standards §150(el: Irnstallation of Fireplaces. Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fretiaces nave: a Closeable metal or glass door b. Outside au intake with camper and control C. Flue damper and control 2 No continuous burning gas pilots allowed Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC ectnpment. water heaters. snowetheaes and faucets certified by the Commission. §1506): SetDadt tnermostat on all apollcable heating systems. §150(j): Pipe and Tank Insulation 1. Inelrect not water tanKs (e.g., unfired storage tanks or oadwo solar not water tanks) have insulation blanxei (R-12 or greater) or comoineo mtenotrexieror insulation (R-16 or oreaterl. 2 First 5 feet of pipes ctosest to water neater tank non-rearcutadnosystems. unvtated (R-0 or greater). 3. All buried or exposed m inti insulated in redrwlaong sections of not water system. 4. Cooling system Piping below 5S°F insulated. S. Piping Insulated between healing source and indirect not water tank §1501ml: Ducts and Fans 1. Ducts constructed, fnstalle0 and seated to comply with UMC Sections 1002 and 1004: duan insulated 10 a minimum tnstnlled value of R-4.2 or oucLt enctoseo entirely within conditioneo space. 2. Exhaust fan systems nave caurdrart or automatic eamcers 3. Gravityventifauno systems servmo conditioned space nave either automatic or readily a manuariy operateo camnDers.. ccessible. 611 <: zcol and Soa Heabno Systems aid EOuipment 1. Srtem is certifies wtm 78 thermal efficiency, on-off switch, weatnerDrooi operating instructions. no eiecti resistance neatino ano no Viol lig_hL 2 System is tnstwleo wrm: a At least 36' pre oetween filler ano heater for future soiar headno. b. Cover for outcoor D001s Of cul000r soa. 3. Ppo1 system nas c recifona inlets anc a orcudauon Dump time swirel. §115: Gas-ffreo contra., fumace. pow neater. spa neater or household cgoxmo appliance have no continuously bunno prtof vont. (Exception: Non-eiectricat cookino appliance V1' phot < 150 Btwhr.) Lighting Measures §150(kl: 40 lumenswaf or clearer for general hohtino in kitchens anti rooms with water closets: and fecessea cemnic fixtures IC ;Insulation ccverl approved. COMPLIANCE STATEMENT This certificate of compliance fists the building features and Perfomtance Vedfiicatioru needed to comply with Title 24, Pans 1 and 6. o1 UV California Cede of Reoulations, and tie aaministrative regulations tp implement them. This I enftte has been signed by the orient "wilt overall design responsibility. When this certificate of compliance a Submitted for a single building plan to be brill in rmAdple any shading tP—ture mat is varied is indicated in the Special FeaturevRemarfts section. Designer or Owner (pc, Bualries L Prelrsions Code) Documentation Author Name: Titte/Firm: Name: Adcrwss: TiOQ/Fmn: Address: . Telephone LL-. t^ (cgnaorrey) Q U(aate) Enforcement Agency Name: Tine: Aq-Cy: Teleohone ISIQna RIfB/SIa T.n; male: Telepngne: Isgnacrre) (dam) fOP CHORD 2X6 FIR -LARCH 12 30T CHORD 2X4 FIR -LARCH /1 WEBS 2X4 FIR -LARCH Standard :ONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH _QUIREHENTS OF I.C.B.O. RESEARCH REPORT 12949. L PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED ::E ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS Cit' ':i-10RD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED 'tii=.i7:S SPACED A'f MAXIMUM OF 24' O.C. Iv;":: �Xa 1r3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM :NOR" BRACING "r? 72" MAX. D.C. REQUIRED. ATTACH WITH -!Gd NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL "0 3C-. SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE iU.'F%ORT BY ERECTION CONTRACTOR. I: r31ArX; DCS IGNFD � 70 SUPPORT SOFFIT LOAD NOT TO EXCEED if;.0 p5•I i 1 5X4 TC X -LOC L -R: 0.29 7.41 14.00 20.59 27.71 BC X -LOC L -R: 0.29 9.60 18.40 27.71 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TDP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.1B. ,.n/1y tES�IAi. f. a. FG=z--c-/" ,- � x 110, C13kw `*\ 1uP 6-30.93 j* OF 1/I-0-0 II- io t8o »- 3.50' 28-0-0 OVER 2 SUPPORTS =L;f'iF.-ALPINE SEON-- 43493 "— +IPiK Cwo1KCFCo PPOI%1CI S, "" ;PUSSES 0E-7 LrIP(w[ CNP[ o o m)( IMPORTANTH %- L r01 BE PESPO"IOLE FOP ANY WARNING w mNOlu c. EPECItaI ua O C= OEVIA now 10- rN13 O[SIGw OP 114SE "ICI11CA1101A. 04 ANY O4ACIN6. SEE N10 -9t or lPl. SEC IN14 oESION (-_,• U - C= C= FAT tox To ovILO hE I4U55 IN CO'foPw ou oil" Osiee BY 191 FOR Ao0lflOIIAL SPECIAL P(P1IAIENI SPACING PE 1LOIIE Cp/ECTOA3 APE MADE W 7001 G/LV. SI((l MEETING SSIw OU 11iwC111 ]. Ul[SS Of1E PI11SE IIOICa NFD. Id+ O O 11 ae Ca A leC(01 AS IOI[o. +oRr Con ECrOwS to tACN /ICt or 0,1130 SMALL 6[ LAIEPALLY 041"0 Will' PPOP[P - ALP I NE IMS ANo tMESS DIIEPVISE LOC11to ON NNS OESIGIL POS11 CS LV AIIAUEO f FWOoo EO PtNlwc. IIOIIOw CNOFO .---• G� COaECIOPS PEA DC1w N6S 130. ISA C 1601-F OES1Ul 5f1"OA jT3 Willi P'gP(0.V AnA040 4IG IO CE IL U16 •- SEE cz:0 CDNECIPN r/LPPLICA1LE PPOYISIOIIS OF IDS C IPI. AN ENGIIEWS ALPINE IECMIICAL UPO&TE 17/1/911 roll PPDPEA U TRUSS [� SEAL ON lw15 DPAWINO AP -L ICS 10 tlE CO'v01ENl DEPICIEO 140E DRYWALL APPLICATION FVwISN L COPY Of IN'S IN OrEY, A[O WLL NOR BE PELIEO LPON IN ANY 01 . W11. Ce SIGN to iK TPUS] CAEC110N CONTPACIOP. C= C= ._IPI • IMS 4111[ Iwsmui[. NOS • 1991 NATIONAL DESIGN SPCCIFICATIOw FOP WOOD CDriTAIXTION 14-0-0 CA ` /I y/q z 3-0-0 ' R-f018f W- 3.50 REV 15.6.5 SCALE - 0.2500 DESIGN CRIT: UBC REF R427--3615� TC LL TC OL BC OL (U) TOT.LO. 16.0 PSF 10.0 PSF 5.0 PSF 31.0 PSF DATE 04/13/92 ORWG CAUSF1427 92104007 CA -ENG: ••!t✓ 0/A LEN. 28-0-0 OUR.FAC. 1.25 PITCH 4.0/12 SPACING 24.0' TYPE COM-- .a—nr--aTa AI ORS ❑FVaA R0E&1 / T2 M (TOP CHORD 2x6 FL A2 ;.g oT CHORD 2x4 FL n'186et. :)12. X3 2x4 FL #I: K; -ES 2.(4 FL Standard :W7 2x4 FL 01: "UNNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9I TABLE � QG:NECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIR-eMENTS OF I,C.B.O• RESEARCH REPORT 12949. ,IGI CEILiNG OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUS -r P- PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWG. FROM COMPUTER INPUT (LOAOS 6 0114ENSIONS) SUBMITTEO BY TRUSS MFR. CALCULATED HORIZONTAL MOVEMENT OF 0.49" DUE TO LIVE LOAD n AND 0.45' DUE TO DEAD LOAD. c NOTE: EXPECTED VERTICAL DEAD LOAD OEFLECTION , 0.85'• EXPECTED M, VERTICAL LIVE LOAD DEFLECTION - 0.92'. to TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. -j NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING w AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW. .. m '10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. `� REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. N l \� R=1623# N=5'8 Iv l'l 1 1d) 'LT. TYP.- ALPINE- c= LPINEo a o �C p o c c ALP c TRUSS c r , r -nn o E -nn 24-6-024-6-0 _ 24-6-0 O10 — 24-6-0 49' OVER 2 SUPPORTS R-1623# W -5'B Ff) -08, DESIGN CRIT U8C LA/U/- - r ncv ,,.v.. Nw1MPOATANTX*"*"x�����°'�d,L, WARNIN o TC LL PSF D6r�A':XlPfan�a TSIs cc=) �v°p� LA�I�fy �- 'V' -q �✓ TC DL 156.0 J Q 0 PSF CEVtirltl7 rKM Tkts D1ST911 Cw T/f-% SnCtPICATlmB. EA A64 *FlC W3. $EC PI"I 91 IPE. TEE FAILIiE TO WAS TK I"= 1'1 La1TWK"Cf 1114 OSTM* M TPr. 094 AWITCOWL VKM MP4"441 91ACDG K h it BC DL 5,0 PSF APTW CaMotCt PSS APE MCO! CF MA DLL.. STEEL MICTE40 ARU 91100"IS- *tris 9TIEPVIS4 IDICATE0. TDP OD LArEP441 ONACED *ITA a+ra 0.0 PSF uas an 0 E10EPT AS M3TED. A1'OLS CO."ICTOPS It ECCE FSCE OF 01400 SMALL ft CM 045 BC LL MM AM U7LESS 0 KN41OF LOCAFM M TOM OESWL POrSITMU tl Al"IM ttTTADW pHaRIOL BOTTOM 000 011H "-I( 6"WrA Pill* tannic -• SAa '� Exp. 6-30-93 * OT.LD. 31.0 PSF CVOECT00s no OVNILS 130. 130 C S*Ow. OCSIW %UJO&gX *DO•PORI t/jpfUCLOLE PPOVCSEOI5 OF ?US C IFI. Au CI v"p-3 ALFtw tv340CAL LMITC CT/IMA rOP PF01-0 + SM ON TSE$ OU100 APFLaS TO TK COM0447 CEPIC1W TOE DrfrALL &PPUCA"W' rt"n$x L COPT OF UqS fi OUR. FAC. "/' 1.25 IN OI.Y. AW SMALL EDT 2C PC11LD MP01 IS A04 61F11A r DOITOC TD D[.S1{rri [r,"Slo3 CORIPACTtP. If fX 1 PA N 24 .0 iPl - M32 PUEE FbCCTum rOS - t»1 Tur1OtP1 OEs" —4p) $flECEftr1110r r9P I CCPSTWCTIOP ,c�S ORW CAUSPA27 93/65812 CA -ENG E. Implippolp r.• �r•'r::na. --u IR (iLOCS • OtVOR HOOF) / TI _ THIS 0KG. PREPARED FROM COHPUTER INPUT [LOADS 6 OIHENSEWS) SUBMITTED BY TRUSS HFR. icP CHORD 2x6 FL 92 In. CHORD 2x4 FL @1 `'yV WEBS C --x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBEA PER NDS -91 TABLE 7.3.3. 1j;0 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA, IA RIGID CEILING OR CONTINUOUS LATERAL $RACING AT 72.00" O.C. MU47 SE PROPERLY ATTACHED TO THE BOTTOM CHORD. �T- i CE1 _X CALCULATED HORIZONTAL MOVEMENT OF 0.17" DUE 10 LIVE LOAD n AND O.i6" DUE TO DEAD LOAD. c N NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.36'. EXPECTED VERTICAL LIVE LOAD DEFLECTION = 0.39" N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. 14 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE LO REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949, u REFER TO DRAWINGS AM AND A104A FOR OVERHANG DETAILS. Ln n E,s R-12760 F1-5"8 ,v I Tr.— AL_rleVC U�I-LI 16.0 PSF 10 .0 PSF E= c o 0 0 0 5.0 PSF 0 . 0 PSF Exp. 6.3043 w G C O c C C O C7 C G C7 C LD ALPIr J c.' TRUSS 24-6-0 pie 13-0-0 24-6-0 13-0-0 37'6" OVER 2 SUPPORTS DESIGN 7 USC **IMPDRTANTKx"i•t"Ez1r[T n aOCE1+ t1,. WARNING61�1a�treEnrEwEcaw 31LLL NOT EE PE3P041ELE r" JIM yE AAr>xL)O. EPEtt IWt AD DE,E)A17W W51611FP34 TWS S)EIE 0■ fKSL StECerect)IOG3. . AU( BIACIHO. SEE HUO-St 11f TPI. SEE TRES CESIGH I11Leri[ TO OJILD THE UkW la CtJvnpvwcl ,11H OSrw if 7PT. IOP ADOETICNAL SMSA AE4I11"T IPA=A; UE ALPtK COtNECTOCS Lr! tact Or 21GA GALV. STEEL KIr1Mo 1S)I 70rKKITS. M4.2ss OT1NM1st ttOICA1E4 1TP Ar16 as 1 E7ICEV1 AS HIED. 1"11 OW3ECMWS TO (ICH ItLL Or CMOAD STALL BE LATETIALLI EPACEO SEEM P00Pg1 I tv/ s LOO ul"n OTKmllit IKAIED a1 tatS CESKO. POS1t I0O LT AITACAED PLTSWAHEIM Bottom CW= Cu1lJ1TA3 P,,, [ItMDbS 730• IY) C 1", CESM SIAa11APCA 111H 00MILf A,iLOOM A1E10 "]LIM — SEE COmrOW YNPtL[CABLE PPO'/ISI"" (: ICS C TPI. AO EICUt[Ea's 1LP114 TEWIICAL UPOA E 17/1/11) TOP RLPER SMw TMT% DRA,IITIIT LMILS To IK CEM^.INII WOVE# WAE OIfIA1L AP{E.TCATIOU. rU*USM A. CI►r or TIQS 111 E/i(. AW SKULL NOT of ACLItP LOME la AM'r ODER a►f. Ots"m to T)IC IILISU EIELTIOH CVIT(+ACt01L — _ ,,.... — — 1-11 — rM - 199E UAIMNAL GES101 9-EC1f ICAILOH FOR /1700 C0115MC1104 R-12571 W=5"8 r Qpo� 419 ,,y4 rx TC LL TC DL 16.0 PSF 10 .0 PSF Mo. 0043846 BC DL BC LL _ 5.0 PSF 0 . 0 PSF Exp. 6.3043 w 40T. LD . 31 . 0 PSF DUR . FAC . 1.25 0 — 01 elk SPACING 24.0" &?/ 77 T -4- .r r SCALE - 0.1875 'F R427-41108 kTE 06/14/93 1W CALMA427 93165913 A.—ENG E . D bb: (BTROE--BTR ELDRS 0'c YORE) / F2 U, CHORD 4x2 FL 01 ITOP SOT CHORD 4x2 FL fi n WEBS 4x2 FL Standard n CONNECTOR PLATES DESIGNED FOA GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY iRUSS MFA. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n c TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC -0 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE U REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEQ, UPSIDE DOWN. TOP OF TRUSS ?OUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS, 0 1T1 O N 2'6' I 2X4 I .5X4 3X4 3X4 4 w 5( 1 Wl i I 1-1 co CJ' r - i-+ D_ Xa 5X4 X4 OVER 2 SUPPORTS 3X ma) R=3300 W=3'8 R-3309 W-3'8 m m m m PLT. TYP.- ALPINE DESIGN CRIT TPI_CA 0 - Rev 7.On SCALE - 0.5000 **IMPORTANT>fx'L'T'�p1 E"m ra0a"R' 10C WARNING°`'tO0o—"`"�"E`""` aw �! TC LL !y 40.0 PSF REF' PA27-39934 Z O O' 0 0 0 o sMau wt m AEsntMetto-E faA AMY !M waolUlo. EAEL"T>OJ sex KED -91 of trt, sm lien atsma p TC DL lfl . 0 PSF DATE 06/09/93 O o O O CeylATIa1 rn°N Alis DLsism fF t.eW sIECIFICLTlatb. p1 All BAACtM, PWAL DEWMPn PAC+C PC •F � 0 o C� o ParLtIAE b Jrtw T$C tA= M COW(OYALACE 111N 0sm 81 TFI. "p At3TtDlL for �/ p BC DL 5.0 PSF DRW CAD6A427 93160507 CA -ENG E.0 A� C O D G7 0 0 o a XpVX cw°ECTVn LK "M r NGA "LT. SIM 10ETMto ASTM a.aas w a CTCfpf Ls roTEa. &PKT CoWlECIMS To ELCM Fact OF autwcKm WLM Jneanse tmmr.L ra, CHM watt N LATCCALLr Mea® Jrl" Oloma I � No C043L15 C LL . O F o C' ALPINE p C� IA+ss a+a �� °m IOCLTFD OD iNT9 a[sTfa< Vas111eIM co"W" OEM o■Airl.fcs M 150 a Ls°A•r. oEaa STNDMas Ca"Ci01 MILMICISLC pRwitseoa of Ms c TVt. AN UO& M's Lf ulaclea 0.YtmCa JICATNUQ !Norio" av+e nTM OWSMf AT/ACS90 waEO Cm.Lac — ssi &Erne TZ"XAL froaTT VIIAll FW mato f�tQ 6.30-93 OT. LO. x 55.0 PSF C= T RUSS r= sm ae un mAcm xmtrs To HE cols Jl1(ra ter=Mo seat Ltrmat< AritUATIM. R M7w A L7r ar Teas C DUR. FAC . 1-00 C� W OILY. Lao SMALL IDT ! Mulo upou tM ern area )fat. mim to ac Twss Imm"04 conmCTCM- ff SPACING 24.0' .—TrI - TSU" PLATE (MMUTE. ws - lwl micaft cuisM wairtOLTmm ma Joao C WTaacT)W O o 0 o O o 0 . . Job: SBTRDE--BTR BLOBS I / FS THIS OHS. PREPARED FRDH COMPUTER INPUT (LOAOS C 01MENSIONS) SUBMITI@U e" ' u) TOP CHORD 4x2 FL 91 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard ti ,:a SPECIAL LOADS -__ TC - From 133 PLF at 0_ 00 to 133 PLF at 13.00 BC - From 13 PLF at 0.00 to 13 PLF at 13.00 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -9S TABLE 7.3.3. RIGID PROLING PERLYOA ATTACHED TOSTHETERAL BOTTOMRCING T 72.00" O.C. CHORD. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. c t 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACY. ATTACH ' TO EACH TRUSS WITH 3-10d NAILS. STRONGBACSC MATERIAL TO j BE SUPPLIED BY ERECTION CONTRACTOR. ; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.'' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THC REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 3E L_ED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICA.-r-^.. REFER TO DRAWINGS AS03 AND A10AR FOR OVERHANG nr Ti? �— 2'5 5'4 B I 2,3„ l 5,4„8 I 'j” -T 1.5X4 ti(4_ X4 5X8 2X4 �5X Ij 5X '+ 5 _ CID �• s X4 X4 13' nvrn �P quPPnRTS R-9530 W -3'B - A o O o O i0 0 O O O O O a t= 11LPIN o o TRUSS o `= c 0 o O c. c t� R=95311 W=3"6 TPI — F Hey 1 i .vrl, **IMPGRTANT*�Lp" EiOt Em ii70 mm LD° WARNING,—.` "m" Fe u1me we mcrlor Aro ok{[� TC LL yy 40.0 PSF salt nor N W-SP"Mf FW Of tM "lic IG J. TC OL 10 0 PSF r1EY1ATIt:N rPDt TMS �$)GO W HESE SPEcIrICATtom Dir AV( evzuc. SCE mm-gi I/ u1. SEL TMS RIIrY • . FAMUSE It SVILO TIM QRS to C01AMPOILE 14TH C"gg M tN. FOR AWT1tPSLL 9-ECT&L MIS WAM Or WVW Sr \S BC OL 5.0 PSF ALPrSS CWrECTOn9 AM ME OT MCA au(. Str>:1. MOM UM Aa46 rR O acfvT AS 1arM. ASPtT 0015<O0"S To EStlr ►A0 a MWWeWM- "E- orWeartsL wattalm Ttr CWoro Wtt W UMaXLL( PAM rttr "DPP 1 ft 0043845 LL PSF "RAS no NILESS on,04. 5F LOCAIM al IMS Drt:IGCL-MI71CM LT AnapEO SLTWOG P="M '*"Vt cum auto cmw - rrr Exp. 6.3+x93 * —0.0 55.0 PSF oWncttsrs PtA COAra6 1]D. 150 c 160&-F. CUM sElw M% .ITN SAOMMY 1TTADVO w 0T. LD. omrOPM M/APPUC,,a ramlSlOM OF IM a TPI. ur rMDICM-s ALVD1r TrCWnM WWE rr/1Po11 FOR ►ROPER M A COV( It TM[S OUR. FAC, 1.00 Sr1,L CH tMIS DM&,14 VIES To lK C, Oj CEPIeyn WERE INhWm APPLtCAT100. AS" •, C+Y{ �'� In aA.T. Ata 9rALL 141 x PCLIM r1PCN 01 ter( DOER .LLT. CBtort TO tWE tRuss EaEeltnW CDr"IOtetOa. �Fof CA SPACING 32.0 "— .—Tot - rwss Hale 1lsnra"c Mu - tmt lutloou orstow 2cCGatutran rea moo ctreltuclloR r TE 06/09/93 h CAt1501427 53S605n9 Jot): (BTRAE 57R YORE) / F3 to TOP CHORD 4x2 FL 111 'BOT CHORD 4x2 FL t1 WEBS 4x2 FL Standard :W4, W17 4x2 FL @is n: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE .7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC QUPLATE S.CSE INSTALLED ACCORDANCE WITH THE REIREMENTSOFICB.ORESEARCH REPORT . MUSTGBE PROPERLY ATTACHEDUTOSTHETERAL BOTTOMRCHING AT 72.00" O.C. CHORD. of H THIS OWO, PREPARED FRDH COMPUTER INPUT (LOADS G DIHENS[OIIS) SUBHliTED BY TRUSS !,Fl REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL -DEAD LOAD DEFLECTION - 0.22'. CXP' 3 VERTICAL LIVE LOAD DEFLECTION - 0.58". ! AECOMENOED CAMBER TOP AND BOTTOM CHORDS 3/B' AT HIOSFA'�. + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH � TBE SUPPLIED BY ERECTION CONTRACTOR. O EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO LL1 m NOTE. THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USE UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o� REFER TO DRAWINGS Ai03 AND A104A FOR OVERHANG DE7AILS. ' 6X12 1 6X1213'1'8 -�6 13'1'6 6X4 u-9vA R=14199$ w-3'5 B 27' OVER 2 SUPPORTS R=1471.0 W=3"8 m mT. TYP.- ALPINETTP iEjMPORTANT1�lNy°";" D --s- =- WARNING.a, `r`�eesQico A. C= o t= o :21 101 OE r adillea r0A AM � p p C C OE7LATIot1 IN IWS DES] w1c6E TSM1TiAT JORL OR ABY RPAC110. SEE IUS-91 Of rpt. SE! THIS oESIR1 Z IRON t= C o rAntlel To ovum a1E UNS.1 IN wr-OANAICE T17TM OST" M IPI. ►OR Amr"04A Spam PeP10rcVT tPCCOn st t= t= C o Atf1K rwwraas AR met or facA OKO. STEL MILTfNs AWN ay1Og1LIRS. OtLLi9 OT1Ea1ISE IOD1CATt4 Tt/ t= I= C o t"s a° D t�T AS KITED. uoLY CO"XrFMS 10 EACO flet Of "M !TIAL �LtE0Al11 ENACCD rt11t oL10oB1 C=3 ALPINE, 1Tb59 A"O 11`�B O1KMIu LOCATED w TW1s aCS104. POsc"M L7 A W40 pater ooD ocATRITt( CoiTON olallo o � � .cn TiIAN Irss ux Iso c =&-r. DISICR SIAMMt RtIN fRDPE0.T ATTCLiiO "IC1a CR IL D+O " 58 C= ' tiT:01M N/LPK IC®LL PatYlsld6 tx "as A 1Pl. Aa F30niDl'S :Lpn* TY wswL upure -Inn rat PAWO t= -TRUSS O o SEIt am Tmu t27m"r -nits to oc COPOIIEKI ocrIcIco we .019191, APim tails wow-0ICIT C rCPf or TT.n t= ell QA,Y. 11Q S11Ax KOT rr KCUIED "I IN AMI OT"I1 slf. DElIQ TO of TT1t$ Raw (Cf/ CDIRTIOU 1. O C= o O C o .—IDt ` Tii7Cs PLArt D6TLtWr. To% ` IOO1 IAL!IOSM CmivI y�tc7f Ir317ou IDR AooD eJSLSTTAtT1of1 F Rev 17.On ONS TC LL 40.0 PSF R L yi TC OL 10.0 PSF D BC DL 5 . 0 PsF D tic.COt3045 C LL 0.0 PSF C Exp. 6.3P93 +t OT Lo . 55.0 PSF . DUR.FAc. i . 00 OfC 1tPACING 24.0 —�— JI.ALt - :� •.��y EF 8427--39925_ ATE 06/09/9.'. RW CAUrST.27, ';3leoc�a A -ENG E . 0 Jo U: ITf �c OiA BLORS OE VOFE) / TOP CHORD. Ax2 FL #A BOT CHORD 4x2 FL 01 WEBS 4x2 FL Standard z; SPECIAL LOADS _ ___ _ _ _ FrI0111 133 PLF at 0.00 to 133 PLF at 18.00 Cr; - F1•om 13 PLF at 0.00 to 13 PLF at 18.00 IC01gNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7..,.3. I IMUSTGBE PROPERLYOATTACHED TO THEUS TERAL BOTTOMRACING CHORD AT 72.00 O.C. Lof m _7 „1 _i THIS OWG. PREPARED FROM CORPUTER INPUT (LOADS G OIHENSIOHS) SUBMITTED BY TRUSS HFR. n REFER TO DRAWING A15D FOR TYPICAL PLATE LOCATIONS. + 2X6 !3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO a BE SUPPLIED BY ERECTION CONTRACTOR. Iv TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.V CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE U) REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949, THIS TRUSS FSINSTALLED SHOWN. CANNOT UPSIDEDOWN. TOP OTRUSSMUSTBEMARKEDBY TRUSSFARICTOR� REFER TO DRAWINGS A103 AND AiO4R FOR OVERHANG DETAILS. m �_ 2 6 ---� 2' 8' 1.5X4 2X4 q 4X X4 1,5X4 4X1 4X4 X4 4X6 X4 jx 4 6 11 18' nvFii P SUPPORTS R-13200 W-3'8 PLT. TYP.- ALPINE R-13200 Wm3 8 - F Rev 17.On JLALt - U.JT DESIGN CRT TPI K*IMPORTANT%*x"'`Ewr'IttEAtO /R=CTl p`' S"u f1OT IC AESa01St&j FOAM WARNINt sE' AEavwC FYT1iEfi cmc H W/Ow niD (f TC LL 40.0 PSF 1'�ta 10.0 PSF REF R427--39929 DATE 06/09/9: DEYIATICH MCA THIS IES16H CO THES[ SPECIFICA110% CR IMT 1AILU4 m OOILD IHC TRUCS IO CTTF01vAKZ ow O9TN d Tat. r. E rKs011 9"MM• Sa M-11 6Y 1P 1. SF[ IHES OCS Wf fM LOMIOM SVtitAL 9CIW11fAIT IAICQ• A[ � TC OL , P•BC DL 5.0 PSF ,T DRQ CAVSRS27 4316a CA -ENG E - 0 .`L- Ald1IR CQaQT090 AR MADE CF i'CrA 6ALf. STEEL WKTQO LITM AAse CA B E**Pl Al WOTED. LM1 ClIf"Cloo, 10 Cum Fuc 0r vnmc RIFTS. mun oncftm IB01 D1CATPS• 1 - swat K LITPALLY BOAaO 9118 POUP0 No. C043845 C LL 0.0 PSF TTAA7 u0 THIS DES16t, P"CAA T IDI" Mk LE A1TAO� IlA@00 y[1161H0, OC110N S" PPOM6lt mlelm Isc1D C"'. 'yr. - sct Exp, 6.3043 4 rOT LO. 55.0 PSF pER D itWjISE C 16 LaaCCTts.s aER vu,uCs 1]0. l» c 160A•F, DESICD As+aalos c0scm IULmIcleLt MwIsms IF pm C Ttt. Sol EIG mm'S snR ApIlm leclea II WAX 1717/%1 Fd PFCKrl . * DUR.FAC. • 00 IIIII����I�II�UI I�� II f p III aIkY. SM oil AIM SHA" MD De UEL D UDOHWAVEG "PLIrS To T* �AfIN OTICI 90T OEM= 1 R.S1W11O TIlKATTm MOW canasCTDAnIfs �, ij h. 32.0' ,c Oi ` SP ACING ._TDI Ivu= KIIC IHFTITUIE. H]s - 1991 "J300L tl-31m'!Eetnwlo•1 FOA W -,OD CdKTOR=1041 U) D job; (BTROE—BTR BLDRS DE YORE) / F5 TOP CHORD 4x2 FL f1 BOT CHORD 4x2 FL 61 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T ,r cn nv TouGc VM THIS 0115. PHtPAHtU rHUr7 1.Dw'Vbcn A -1 -- REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. > c NOTE. EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.19'. EXPECTED � VERTICAL LIVE LOAD DEFLECTION - 0.51". RECOMENDED CAMBER TOP AND BOTTOM CHORDS 1/4' AT MIDSPAN. 4 2X6 F3 HEM -FIR OR BETTER CONTIMJOUS STRONGBACK. ATTACH to TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO c,, BE SUPPLIED BY ERECTION CONTRACTOR. rn NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 70P OF TRUSS MUST BE MARKEO BY TRUSS FABRICATOR. o REFER TO DRAMINGS A103 AND A104R FOR OVERHANG DETAILS. 1 I m 5X12 � 6X12 131'8 ,.,. ��E 10'6° aye R-14039 W-3'8 O O O C C] O Q p O [� O O C= p O p C O oALPIN o o_ o TRUSS o 0 o a o 0 0 0 W-HS2512 25'3' OVER 2 SUPPORTS R=1375# W=3"8 DE GN CRIT TPT CA - F Rev 17.On SCALE 0.•:25 ►�*IMPORTANT* `°"'EE"�"m "790LTS '"` 1�ARNING"�fE0D1"�"""�"�` rxcTcw U0 GI{� TC LL !�, 40.0 PSF REF 8427--39926 sxul. tAF ee O�O+SIBIE ral alY sPEirrrurmm. on JAR to Isool.wo w Do. set KI—I el wt. SEE ran OcsICU ,p 1. ^W TC Dl 10 . 0 PSF GATE 06/09/9 OEr[JLIrW rH,l THIS OESILn oa Pass rmtovc to [Salt) 4,t MAS Iq C0HR0AM = SEIM WM 117 TPt. Loll MOI WOL V%M L POWAKWT IaFGtri K ` Y P BC DL 5.0 PSF DRH CAUSFt7: 931605 ,Mitt cON1tCTws 1Pt mtx sr xou att.Y. sn%L MEU710 $319 sus 6n a po;mF AS LUTED. &M'f <orsa<Toos w Eco r9l m WIPOC1T7. W&M o7'"C'S3e t=CA'06 TD7 q11 11 9ULL OC WOMMY snZIEo •rtH I+OPDQI N0. CA438�15 C LL O . 4 PSF CA -ENG E . 0 To=AM{ns nTvm st lCCllEp OI TIIIS MSM MXV raSlTI="s wamcrow 1't° 6�>•TUGS ,x, leo c I6Dl-r. dcsuo sTF+etapt sIFATlf O BI rt01 CIIyFD riITM Wp°eq.Y u140EL 01670 WttPO — sp 1U H Xoml All -CM £Ir¢ [x3493 � OT . LO . 55.0 PSF IIfI�QB co wm tt/WKKAD" carnst0m Dr tm t x71 tN IIgtIW s sell. a ms a+urwD IrRln To TIB ca1wE11T DEPICTO Fane was tEcm= V/om t7rf/9D roa warts 9attatt Iwuwla. rTs+FYs,t a uvr m tlts * O,ry OUR. FAC. 1.00 � III dao Me Star Pot or MEU CCI Isar M FM OEM al. Otl tlil T1 ?[ rWtl ePE<'traF OOI11rtF6t0a. ssFelnuau+ras loco OOtesTOXTIat J% Of PACING 24 .0" .—>nt •Taos oaAit r.tsTtTUTt ,sss • ,cal Purtoal. oEssu 41 Job: (BTFt0E--9TR BLDRS OE YORE) / F6 TOP CHORD 4x2 FL fS BOT CD AX2 FL #198et,: HOR4x2 FL Standard CONN"cCTOR PLATES DESIGNED FOR GREENALUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC RCONNECTOR EQUIREMENTSAOFSIMCSB,O. RESEARCH T BE OREPORT 42949. IN ACCORDANCE WITH THE ERAL BRACING mUSGBID CEILING E PROPERLY�ATTACKED CONTINUOUS THETAT 72.00' O.C. BOTTOM CHORD — e...fTTCr% nY TA1151, MFA THIS ONG. PREPARED FRM GOMI'vlLm 1"rul IN.V"- - n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: VERTICALEXPECTED LIVE ILCAL OAdOQEPLECT�ONEFL005zON - 0.19', EXPECTED CA RECOMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN. + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONG6ACK. ATTACH TO EACH BE SUPPLIED SBYNEITH RECTIONdCONTRACTORRONGBACK MATERIAL TO w m AS SHOWN. IT BE USEDC) NNOT UPSIDETHIS DOWN. TOP OFNOTE: TRUSSSTRUSS IMUSTLBEOMARKED BY TRUSSAFABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. UI 2 . �� 5 4 1 .5X4 2X4 R-13224 W=3'!8 24'0'8 OVER 2 SUPPQRTS N=1X3 r '• R-13220 W-3'8 'LI . I Tr'. — xL.rA i• ••- xxI1P0RTANT*xmp`A `"` wu'f0 °'�oa,�+s Dx. -- RECEx o+e uca WAFlNING_,mguLa EPECTION AW 0 o CZD C= C7 o O C= C� wOLL NOT BE IIW00YOU r01t W4 oevll.TlfN rPDI tNIIS CESISN OP nesf SMIrtCUMM m "" ,,, 10 µ4y T 1. 6�ltLa. SQ 1[fe-!1 E1 TPt. X6 TDu , C= O O O O I� FAMUM 10 WULD M IPN65 In CM"%%"X [Illi 01Ti0 K 191. At"k CONCCTM 1R rau 0. 2OU OALV, MCL Vatyo Ata ac as P" AWITIIN4 plC1 NS IFPYAROt NKR= 00 MCRS- LNLSS OTKWM IMCLTM Tw not moven r C� C� L449 CP 8 v=M AS NOTED. ADPL, camEc10b TO EAO, rum or OtOfO WILL K UU LLT RucrD O O O O ALP IN Q IpM MO VIL04 aTHVXICE wutm w TTUS DCSTOL CC62TIo0' Lr AMORD FL"000 SINIATN C WrTo" Woto XIT/I pnopM. ATTACM P1STD CILDC — fif C=3p cotetcTofa •n DPAlIK1 Igo, t� c IMA-►. nC91aA LauoAwt C01fOM 1!/KPL ICJ>SLE YRD'l1flON8 6 101 C M. W ETOIfESY! AiF nt TiGHICAI fYAAT! D/I/9D lOP rPOrfP R C=3 TRUSS o SEAL aI — oaua>,o ATTUo Ta tte Oa/iamlT oEv1cTW 1tAE otatrAu AppUGTtoa. riwnsu + wPt a tT<IS of . To ni Tw>,s rxc"on wTrPAcsan. o O C� l= O IN o1ar, Ian CH" wt Le am= tow fo AM ear. !2! i IDI . t.= ftArt INSTMIC An - MI NLLTIOML 0MI.. SDEMrICAr100 Foo 11000 emlarMcm r_ (O / Rev 17. On s(.a t ' v •'- fy TC LL 40.0 PSF REF 8427-39927 y� TC OL 10.0 PSF OATS 06/09/93 i 6C DL 5.0 PSF DPW CAU M427 93160505 fio. CO43845 C LL 0.0 PSF CIA -ENG E. Eap.6.3043 * TOT.LD. 55.0 PSF OUR. FAC. 1.00 VJF7 PAC NG 24.0' I /::; ,7i V) m n Job: (STROE--OTR BLORS OE YORE( / F7 TOP CHORD 4x2 FL r#1 80T OR4x2 FL DS WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS OMG. PREPARED FROM INPUT (LOADS 6 DIMENSIONS) SVBHITTED BY TRUSS HFR. 1, REFER TO DRAWING At50 FOR TYPICAL PLATE LOCATIONS. n c + 2X6 #3 HEN-FIR`OR BETTER CONTINUOUS STRONGBACK. ATTACH N TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. N 70P CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC." CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. o MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U1 0 m Z 1 l0.5a r� ( 2XA L-1 W Z .Ty z�� m w I i -" - 91 1.5X4 ` �¢ L R-1072+ Wa3"8 J `- Rev 7/.Un SI.ALt ' U . J / Z TC LL LL ' PSF 4X12 2.5X4 TC OL 10.0 PSF DATE 06/09/93 DAN CAVSA427 931605( Se SC OL 19'6" PSF CA -ENG E.O. ' No.004W5 OVER 2 SUPPORTS m R-iO720 Wa3"8 ExP.6'3043 « oT.Lo. 55.0 PSF x �� OUR.FAC. .-1 m 111111111111111gol.c � of le m 24 •O ' m CD P T. TYP - ALPINE OESIGN CRIT TPI 1-1 **IMPORTANT**A 1�Ui t1t BAETOFD F'FKQETI. E11C �EWtAC Et rP11( CAOi WARNING"'' Z O p C= p p p SULL NOT Be smouscau rap ANY D7 1A1oLJDG Fl[Cri01 Ago O o [� o mvl.%ny1 FEDI TMIS DEsItu on !NESE spear IcATcowL oa AM MWIS1. SCE M"L Of M. Y[ Tws W310rr O o O rAt1UPE to WILD TK WSW 1v CCtFOWJ M r1 M 09188 if M. na 404110UAL 614UM rt17{1r"T Macao PC C= p p C= as-Frt mioecrou ADE 1ucE or 700 tli'A. sALll mmm AStl1 owstmits. w4em OD<Ptt['.E IoolcAlm too p p p C=) A"S W 9 E =07 AS WTED. APPLY C0ltCT0e1 TO MM rAQ or 01010 SHVLI OE 1.ATIPJul BA►t0 1118 VX0E2 a ALPIN 1p Taro Flo IfLEl7 olmu S[ LoC1G1ro a T1U9 DESICK MEMO Lf At rApi[0 oLt M SWAVOWL'101101 C"" C= C7 col1ELTVL PAP OOA1f "S 170. c90 t 100,1-r. CCttw STAT PM V"ll P%V" It ATTA040 R1Q7Y (CII AII — Li[ COF 1VAMICANA rMF11tdS Dr lot t 1A1. AN EWTLEM's ALO -114 IEDgactL tFOATC O/17fn Fol PAD -to p pTRUSS s9AL 01 " CMUFA; L"tj Es ro T>! octwoUt WICTED HM 061ML ARLICATAN. lUafit: A C6Wf or 1101 O tT1 bukr, 00 FALL MY BE RLrM LPCIJ cN Alf OD" nJ. I an [as t0 ne tmw Incl 100 c01rmovom- O 0 O (= p t= —TPI - 1PotS FLAT[ HIS111UTE 1781 . nal WTtowL OEnIM cPECIrIcAtlo* raq Woo CWWy ZT]M - F Rev 7/.Un SI.ALt ' U . J / Z TC LL AO. 0 PSF REF R427--39928 L fy TC OL 10.0 PSF DATE 06/09/93 DAN CAVSA427 931605( Se SC OL 5.0 PSF CA -ENG E.O. ' No.004W5 C LL 0.0 PSF ExP.6'3043 « oT.Lo. 55.0 PSF x �� OUR.FAC. 1 .00 111111111111111gol.c � of le SPACING 24 •O ' Job: (BTRDE--BTR BLOBS DE VORE) / FS TOP CHORD 4x2 FL fi&Bet. Lo BOT CHORD 4x2 FL fi&Bet. WEBS 4x2 FL Standard c CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -9i TABLE 7.3.3. TOP CHORO TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. �A RIGID' CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. c THIS DWG, PREPARED FAN COMPUTER INPUT (LOADS 9 DIXENSIONS) SUBMITTED BY TRUSS RFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.26', EXPECTED VERTICAL LIVE LOAD DEFLECTION = 0.75". n RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8" AT MIDSPAN. ru + 2X6 63 HEM -FIR OR BETTER CONTINUOUS SIRONGBACK. ATTACH LO TO EACH TRUSS WITH 3-106 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 8E USE00 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. cn REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. - r 6X12 m 2X4 6X4 -- 15'7"8 W. X6 6X6 1311 8 6X12 1 A=16489 W -5'B 0 0 0 0 0 0 Q C� c=' O 0 0 0 0 a c o 0 0 0 0 0 o ALPINE o Q o TRUSS �' E� o o C= C= 0 29'11'8 OVER 2 SUPPORTS Ut$IQN U�RIT TPI X*IMPORTANT**ALPTIa L1cn>MM P/AWWM IA10. 41AANINC� ' RE6v7K ex1Ab¢ uAE ,"LL 1OT BE RSOVISIOLR r0q mr 14�OLL>D, ESEcIlOE Aro CIETIA1104 flKN TRIS DESIEN 00 tKSE 9Pem)cj6nLtjS. SA AAI SPACUD, SEE HITT-01 Vf T)r, SEE THIS a-sm FAMM TO al)" IK TPM 144 CUpD� MTM C61W tT »l. FOq Am1TtOM SOELUL 01EQKV4117 9PAGI09 at MEW 00"11 OPS APE PAGE N 206.1 cA1Y. STEEL oZE31M ASTN anag ORS. UK= 0TM�KMZ NOICAIEO, top J6446 CA D EXCEPT AS NOM. APPLE CGrID:TopS to EACH FLEE or DOOR SALAIL K LATEULLr SPAM TIM PAMEA 11*KS AAD 06.EM 0110 ISELOCATED ON TITS DESKII. POUT39N LT ATUD" PL ' — SKATNUAI 00TTON cam[p01ECTDR9 PEP GS MAIM 1]e. 15o l If&&- - OESA40 SIAWAPK ESSN PWAIMT A11ACKO 1419t0 CEA]IIC -- TFt CLII'OW VAPALICAOLE Fp0/Is(on M AOS t TPI. Al EAOItEEA'S kP" 1ECOSMAL IPDATE O/I/011 FOS FHOPrF SEAL ON TNIS CRUPC APPLIES TO TME CCAWENT EEPICIEA ERE IlMftt AOK(UltoN. r0R49/ A CSADf OF ml TV RLf, AID SPIALL 1111. OC PEL IED "1 IN UK OREA IAT. cum! TO IM TIVSS EA =low cofirmvifl1_ r, R=16480 'A=5 "b" - r Hey i t . un JI.AL - U. a TC LL 40.0 -&t PSF REF 8427--39923 TC OL 10.0 PSF DATE 06/09/9. BC OL 5.0 PSF ORW CAUSN27 93160! NaC043845 BC LL 0.0 PSF CA -ENG E.D:' �.. K X0.6.30-93 • OT. LD . 55.0 PSF cI ! �lFOFCAl11 OUR.FAC. 1.00 11111111pillu 3 SPACING 2J.0" • Joe: (BTROE--BTR BLDRS DE VORE) / Fg I TOP CHORD 02 FL 41 BOT CHORD 02 FL #1 WEBS 02 FL Standard :WA. W17 4x2 FL g1; ci I CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -9] TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. DUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 U N up 1 7 1 W � 6 ]2 w� , 6X4 THIS ONG. PREPARED FROM COMPUTER 111PUT fuuns : ntuc.'cirwct cuov...en REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL OEAD LOAD DEFLECTION "0.22'. EXPECTED If VERTICAL LIVE LOAD DEFLECTION - 0.59'_ �i RECOMENDEO CAMBER TOP AND BOTTOM CHORDS 3/6".T MIOSPAN. -a r 4 2X6 43 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH I TO EACH TRUSS WITH 3-10d NAILS. STRDNGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE.USEEp l UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o REFER TO DRAWINGS A103 AND A104R FDR OVERHANG DETAILS. ^'1 13' 1 "8]32X:1— N TOP CHORD 2X6 FIR -LARCH 12 30T CHORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH Standard :ONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH _OUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. -L PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED ::E ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS r 'OP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED IURLINS SPACED AT A MAXIMUM OF 24' O.C. #OTE: 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM :HORD BRACING 9 72' MAX. O,C. REQUIRED. ATTACH WITH ?-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING !S ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL 10 BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE iUPPORT BY ERECTION CONTRACTOR. `"OVERHANG DESIGNEDITO SUPPORT SOFFIT LOAD NOT TO EXCEED 10.0 PSF, I / 5X4 TC X -LOC L-A: 0.29 7.41 14.00 20.59 27.71 BC X -LOC L -R: 0.29 9.60 18.40 27.71 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.1B.Ya v NOL C043b45 `* EXP. 6.30.93 14-0-0 R-10181 W- 3.50' -0-0 OVER 2 SUPPORTS 14-0-0 3-0-0 "' R-1018# W- 3.50' n c Ln a a N V N O a O 0 N HP to in PLT. TYP.-ALPINE SEON-- 43493 REV 15.6.5 SCALE - 0.2500 p o 0 0 ALPIE EH017EREo PROmxFs. TK. �t* IMPORTANTX* FOR ANY TRUSSES REQUIRE EFTPENE CARE WARNING ITE NA 10L111G. ERE[11011 AND DESIGN CRIT: UBC REF R427--3615� 0 p o C: C7 C= SCTLL IOI BE RESPONSIBLE DEVIATION 100" 'NIS DESIGN 00 NESE SPECIFICATIO5, OR ANY BRACING. SEE NIB -91 OF TPI. SEE THIS DESIGN TC LL 16.0 PSF GATE 04/13/92 p p p [= FAILURE 10 BUILD TIE ?Russ IN COtFORN11KE VIE. 05100 BY IPI FOR ADDIIIOLLL SPECIAL PERMAIENI BPACUAG RE IO+ TC DL 10.0 PSF DRWG C�USR427 92fOd007 p p C= O ILPItE C0t1ECIOR6 APE MADE OF 7OGA GLV. STEEL MEETING ASTM oU1FENE111S. OU.ESS ONfRWISE IIOICAIFO, 0 0 O O ,CAO TA E EXCEPT AS 10110. APPLY COgECTORS TO EACH FACE OF CHORD SILLLL BE LATERALLY BRACED WITH PROPER CA 8C DL (U) 5.0 PSF CA -ENG:,.., II✓ G ALP INE p IghS AND L -LESS OTHERWISE LOCATED ON THIS DESIGHC POSITION LY AIIAC1ED PI IWOoo SHEAINING, BOTTOM CHORD WITH PROPERLY ATIACIEO RIGID CEILIIIG -- SEE 31.0 28-0-0 p CpVECTORS PER ORAWIIIGS I30. ISD C 160A -F OESIUN SIAHOAPOS TOT.LO. PSF O/A'LEN. O PL ICAKE INEER'S ALPINE IE AEIFOISM PITCH 4,0/12 E= TRUSS p SEAL ON THIS DRAWING APPLL I TO * COMPONENT DEPICTED HERE DRYWLLIAPPLICATION AT COPY OF THIS OUR FAC. 1.25 Oo • o ,0 0 O IN ONLY 4O SHALL NO r- BE RELIED LOON IN ANY OTHER WAY. --IPI • TOSS PLATE INSTITUTE. NOS - 1901 NATIONAL DESIGN DESIGN to IrE TRUSS ERECTION CONTRACTOR. SPECIFICATIOM FOR 0000 CONSTRUCTION SPACING 24 . D' TYPE COMN-- 1,.... Io1cn MP --ATA RI nPq OFVOR 8017) / T2 1 ITOP CHORD 2x6 FL #2 ;-150T CHORD 2x4 FL #18Bet. : W2. W3 2x4 FL #1: WEBS 2x4 FL Standard : W7 2x4 FL 01: U CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 m s T CD 3X14 =s THIS DWG. PREPAREO FROM COMPUTER INPUT (LOAOS 6 DIKENSIONS) SUBMITTED BY TRUSS MFR. t7 CALCULATED HORIZONTAL MOVEMENT OF 0.49' DUE TO LIVE LOAD a ANO 0.45' DUE TO DEAD LOAD. c NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.85'. EXPECTED a VERTICAL LIVE LOAD DEFLECTION - 0.92'. To TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. r NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING w AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW. ►► rn 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. cn 0 REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. N R=?623# H=5'8 0A1C 24-6-024-6-0 24-6-0 R1a - 24-6-0 49' - OVER 2 SUPPORTS M1�IMPORTANTxIitL•nJt sT>;iLEtaEe PpooutYs °; WAANIN6'01E9� °fO""I EtitEMl CARE 91ALL NOT U CFSPIMIO-E FOM AMY 1H NDQ OtS. Eacico" AIO OEil A t fon FPCN TRIS OIST611 0a THESE SREC IF LCAT MS. CII JW PACING. SEE 91"1 of TP,. su To'& LF3I2I FLILLFF To Wit& IM IAOSS In COWO;KLCE VITM oSTOS M TPI. FOR AWITICVYt S►tCiAt Ptat"aMT "Ar -INS AC 4PTtR CaOEClOOs Alt MAGE CF 2061 OLLN. 711EL KCTD43 ASTM uIWSViS- Iit.J= 0IYEWISE tw)CATEOL TOP 1105 R R IYQ►T AS IDTEO. ACKI M"CUPS TO ELCA FUX of CRIPO SRAtL IlE UtEllhtl 82AUD VITA Poopm IrgM AND LUMS OTMETMISE LOCArM On TV" OCSWI. Po97Ttou t1 At UCsgW CLYO 9 SEAa1100. BOTTOM CaVID =F4*CTOPS IED Oy+IMS 130. 150 C 160". OESIW SAAAa VS tIIM PDOKM &"A0i0 PIG3i CE It Too -• Sa 6U mtror1 R/10FUCLE PPOYIE106 OF WS C Ifl. AM COOLllXP'5 ALP IK TEMOCJL LPOLTE IT/1/9IJ rep PFO -0 SELL ON TV. OAASID AP1EEE5 m TIE COWORET MVICIEO 1UF 05(EALL AFFUCLTJ01. FTRnSX L COP( OF DLLs IN O&Y. AID StLU 00t BE PELILO IP01 TA AIM OTHER Vlv. OE$10N TO O[ VM COU 307 C011P1CT00. .-107 . IM12 PL11E D6JI7OTE OOs - t"I OAiloul. MICA SPECI(wAllon TWt tOm omiOUCTI6P R-16230 W-5'6 ;F1) -40 % `v NA" i— — 1- TYP.- ALPINE i..v.1 N)LT. TC LL 16.0 PSF .� 0 0 0 0 0 0 C 5.0 O c=1 �o O O U 0 0 0 0 OUR.FAC. 1.25 !If at All S08CTNR ALPINE � c _ _ TRUSS o a o 0 o t� 0A1C 24-6-024-6-0 24-6-0 R1a - 24-6-0 49' - OVER 2 SUPPORTS M1�IMPORTANTxIitL•nJt sT>;iLEtaEe PpooutYs °; WAANIN6'01E9� °fO""I EtitEMl CARE 91ALL NOT U CFSPIMIO-E FOM AMY 1H NDQ OtS. Eacico" AIO OEil A t fon FPCN TRIS OIST611 0a THESE SREC IF LCAT MS. CII JW PACING. SEE 91"1 of TP,. su To'& LF3I2I FLILLFF To Wit& IM IAOSS In COWO;KLCE VITM oSTOS M TPI. FOR AWITICVYt S►tCiAt Ptat"aMT "Ar -INS AC 4PTtR CaOEClOOs Alt MAGE CF 2061 OLLN. 711EL KCTD43 ASTM uIWSViS- Iit.J= 0IYEWISE tw)CATEOL TOP 1105 R R IYQ►T AS IDTEO. ACKI M"CUPS TO ELCA FUX of CRIPO SRAtL IlE UtEllhtl 82AUD VITA Poopm IrgM AND LUMS OTMETMISE LOCArM On TV" OCSWI. Po97Ttou t1 At UCsgW CLYO 9 SEAa1100. BOTTOM CaVID =F4*CTOPS IED Oy+IMS 130. 150 C 160". OESIW SAAAa VS tIIM PDOKM &"A0i0 PIG3i CE It Too -• Sa 6U mtror1 R/10FUCLE PPOYIE106 OF WS C Ifl. AM COOLllXP'5 ALP IK TEMOCJL LPOLTE IT/1/9IJ rep PFO -0 SELL ON TV. OAASID AP1EEE5 m TIE COWORET MVICIEO 1UF 05(EALL AFFUCLTJ01. FTRnSX L COP( OF DLLs IN O&Y. AID StLU 00t BE PELILO IP01 TA AIM OTHER Vlv. OE$10N TO O[ VM COU 307 C011P1CT00. .-107 . IM12 PL11E D6JI7OTE OOs - t"I OAiloul. MICA SPECI(wAllon TWt tOm omiOUCTI6P R-16230 W-5'6 ;F1) -40 % `v NA" i— — 1- mc- i..v.1 QQOE TC LL 16.0 PSF F TC OL 10.0 PSF ;. BC DL 5.0 PSF Na CM045BC LL 0.0 PSF Exp 6-30'93 * OT . LD . 31.0 PSF OUR.FAC. 1.25 !If at All S08CTNR 24.0' ITOP CHORD 2x6 FL #2 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L rA THIS OxG. PREPARED FROM COMPUTER INPUT [LOADS 6 OIMENS[ONS1 SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL MOVEMENT OF 0.17° DUE TO LIVE LOAD n AND 0.16" DUE TO DEAO LOAD.. U) NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.36'. EXPECTED A VERTICAL LIVE LOAD DEFLECTION = 0.39'. ru TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. 14 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. rn REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. (A U1 w �N24-6-013-0-0 24-6-0 �{� 13-0-0N� 7 OVER 2SUPPORTS A-12760 W-5°8 R�l257A W=5°8 . I- I i I neL. 47 nn SCALF - 0 _ 1 1 . iYP.--ALP INt ] C O O O O ] C O O i VCH ** IMPORTANT W-"4 "um`� °'Dmrls, "r. S1LLL NOT PE R"13IITLE FDD Wf DEV)Atlla PPN T1a5 WS)Ga op n*sr 9-cmxviam's. be Wr WARN ING,717 Q 111E 19IR IE csrm Dl RAIA37)1. IPCCI)oo A)p ODACIM. SEE 140.91 Rf r). SEE TMS CES76N Ot t9 fy �P a 4 TC LL 16.0 PSF TC DL 10.0 PSF REF 8427-4f 108 DATE 06/14/93 7 C O C= rARUC M VJILD 1NE UnW le CCAMADUNCE V1TN WILD At 7PT. i9D ADOIT10"t. 5MM PEDYAM"T IRA=G aE TOP h BC DL 5.0 PSF DRW CILUSR�27 93ifi5913 ] C O O ALPIK CCIAECTDRS LM RAC! Of TDGA GLV. SIRCL JECrIND ASIS rrt Or 'lDIMCITS. MUSS MW4VISt INDICATED, CRORD Sob" DE UICDAL" MPACtO "m PQPs+ f�0 0.0 ] C= o a AIA6 w ! FTWT AS NOTED. 1"11 CDnECTDRS M UCN c1GDD Ne.C043845 BC LL ALP I N U rrkM LED O&M OTSETMIU LDC,7CD Oil IDM DESN.D, POS1)IOD cCr/fj)yv5 PtV wA11I)1G5 7•)0. cSB C IEC/ DEstcD i1AODAPas tf Alucxa RPQJD SNEUMCII, eotrw vttN PPDPE0.i IfItp1F.p R1SI0 CE1LIUO — SEE 'w EAP. 6.30.93 • _ OT. LD. 31.0 PSF L� C cOwvw V/Ipm(cJ&E PPO715I" Cr los C TPI. 111 EIaIaC(R'1 LLPNAE TECN11CAL MUM {7/t/01) COR PROPER 1 TRUSS SEAL M TNI% DPANTOG LPPLICS TO 111E CCMPOt811 OEPEUEE WqE DPIfAAL AMICATION. IVM)SN A CIF/ Or 11QS C , OUR. FAC. .25 C C O O C7 IN Wt. CAD SNLLt NOT KPCLTtD L601 16 ANI OAER WAY. ,_.1PL . li RAZE IIJSTITNYE. 105 • ML UAIMM&L OCSAOI O[L1V1 to 114 Imi" Ec"110N CONTPACT00. CIMATIAN F09P D CD16TRJCTIb1 SPE/CO 1y.0 SCC SPACING 24 0" 121;1 Job. IBTROE—BTR SLOBS OE VOREi / F2 n TOP CHORD 4x2 FL 91 \ BOT CHORD 4x2 FL #1 3) WEBS 4x2 FL Standard i J n A J4 I E L D 9 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 'y 1.5XA 2X4 OVA OVA ')VA .•. ! --i �l THIS DWG. PREPARED FROM COMPUTER INPUT ILUAUS 6 Ulm":1 lurizJ 2,Ut7M1J Jcu 01 lmuO� I`— n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n c TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.N M CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEgn UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, w REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. m cn 0 .1 8-3300 W-3'8 -.-.-R=3309 W=3'8 T) T 9 IPLT. TYP.- ALPINE DESIGN -CRIT TP CA 0 - Rev 7.On SCALE ■ 0.50 **IMP0RTANT*k-°7e Enscu[Ermo snppem "' WARNING°`"�0°„E uta �f TC LL 40.0 PSE REF 8427-39930 0 o su a o o c u NOT N PESPaxEDu FOP AM WARNING."=w EPECf7GY amp !,F j o 0 kTRUSS�c= JfrurloNTneN sassoistsma+T'ESF sFEclFturtaa,Jst ADY Daletfa.s¢a[D•sterstti.SEE tNts¢tsrcaCDLYO.OP�DATE 06/09/9: O O FA0.WE10eD[lDTHE1'A055wCCi'ORYAIi,E71fNpSTBTT01.FOP 1tA1TiWG tYEt]AL DEPfOfi)lT Rt.GHC P[O O iPtJK CO[YEC71z+5 1K �amuOaIT.SllttKEtJFO ASTtf ciRwe■Fs.TatSSeTKMS!J:rO1JytCD,TCDC DL �J.OP5P ORH CAUISStA2793160.'OD ABED W D CRCEDT b flDT®. fV1T GOn'[CtOPS TO ElCB FJtCE Of CICIO 9YLlCE111i.011l1 !01® eraloPovE■/�o taustm����IOGTEO mTNl9 E[SiOL fvatilON LT 4E1CC1®0.Ta000 SICATNQi+WRCII a+neftC043E45 CLLd.O PSE CA -ENG E. DcaaaoPsn■o.1R1NF.Tt3o•1>otueA•F.DEJtasswotPasnrnaovf�rln,ic9EsaeJrocmDc-sdExp,6.30:93GT.Lfl. 55.0 PSFI�ooaQaetriuvttuotcvPQrT3MaavlnscrF'1. JHeaa�l'surwETJ�pI'Ul tJPD1TE p/f/9tJ faaFPOPU�jo sEx am TJCa tsuwo ApfLH3 TO THE COIFaittO< OE9IL® IEi[ ers*swi AfR1CATtOK. fw+la A COPE m 1toS C .r, QUA. FAC. 1.00 to OTwQ C= SMALL MY w o = o 0 0 i0r� w �Dt '�j�0. Vf SPACING 24.0" .®tvss putt asT�isarc�tas Tnt01YL pZTIt :rEet a.tTJas foaT.an coersnatcnut� to V1 m Z BLURS OE VORE) / FI TOP CHORD 4x2 FL #I BOT CHORD 4x2 FL 01 WEBS 4x2 FL Standard SPECIAL LOADS --------------- _ _ TC - From 133 PLF at 0.00 to 133 PLF at 13.00 BC - From 13 PLF at 0.00 to 13 PLF at 13.00 CONNECTOR PLATES DESISNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS OWS. PREPAREO FROM COMPUIEH INPUT tLU0.U5 b ULMtNStUft51 SUtiMl11— o; i n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n c t 2X6 i3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH N TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO n BE SUPPLIED BY ERECTION CONTRACTOR. N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.� CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. m NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USEDD UPSIDE DONN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o REFER TO DRAWINGS A103 AND A104A FOR OVERHANG OETAILS. Lo �---- 2'5" ---_I 5.4.8 5.4.,8 _( T 7— 1.5X4 v r ter, G —r r v....+ R-9530 N -3'B R=9530 W=3'8 **IMPORTANT* W" p"" TPD WARNINGIas"s "Aur"'"ximF `AFF 0�[� TC LL 40.0 PSF REF R427--39931 p p p p O C� suu AOT W W-SmaEOLE FDA Of tw "fi-M I MOWS APD O p p� p O VMOIGH FPDN THIS =]GP 04 TIESE SP=rICAT[W% M AW ®IACDG. SEE HIR -9t Ff W1- SEE THIS OESUM "M+ .f. TC OL 10.0 PSF DATE 06/09/93 p p O O EAKP/6 TO 4LAW TIDE EPOSS IN GPKOPIWLE ATTN 0416" 91 T►1. ro ICGTTt76AL SPECTAL PEm-1-ml OAACIAP PF O p p p ALPIK COHIECIMS AM K001 m 299A .ALV. STM XMtM AIT" UaMeZrTS' NA.E" CTWAnSE PUTCA'aa' top / BC DL 5 . 0 PSF DAN cAt15(Cia27 9.3360509 C= to p p AAA6 BA 0 t%CEDT AS FQIED. APKI 00q[T7dT5 TO E" fACt OF 000 sHAu K LATECkLf SAWS E11M PODPEa 0.0 PSF CA -ENG G.0' ALPItd O IRAS Ala L41LESS ODOoOSE OWED al TH14 DECIGL MOW LY AIIApEO A'LTT10t16 P TOM wllOf aefw Iia COd38A5 Ll G =%*RCTOPS PEA GPAPiWS f>A. 150 C IsOAf. IfEStGP 1tTAm+Pos HttN PPDPlRt ►TTACIED ASW CFILWI — iFE Ettp. 6.30:93 C=3 o ■ OT . LO . 55.0 PSF tli(I�I J3��-I R�'fll C CW4911 XIWUCAUU ACGYISIVfs TF w5 c TPI. AH DIOtfEEA's XPDX TEM9M UPDATE rum" Fos ►DPPEA p TRUSS O m OI I. TMAFtDs � WT�6CI LLIED MN amt LW UUCP *&r.Cyn M� muff` To�TAEtuTIP{I4�Ti•FEwnN cmamc oaTMts � CIY( t�' DUA. FAC. 1.00 1 o p o o p T� r—tPf - TMISS PLATE IISftTOtE. "M - tint AAT1oGtL Gat6u TSECIItutt6A . roto c"TP"wwH iF0it SPACING 32. 0' Job: (BTROE--BTft BLORS DE YORE) / F3 in TOP CHORD 4x2 FL !1 BOT CHORD 4x2 FL f1 WEBS 4x2 FL Standard :W4, W17 4x2 FL !i: o_ CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE .7.3.3. TOP CHORD TO BE BRACEO BY PROPERLY ATTACHED PURLINS 024,00' OC. RONNECTOR EC GUIREMENTSAOFSI.CCSB.OE RINSTALLEESEARCHOREPORTIN C#12949. WWITH THE MUSTGBE PROPERLYOATTACHEDUTOSTHETERAL BOTTOM CHING A7 72.00' O.C. CHORD. 0 U Q U) T THIS DWG. PREPARED FP04 COMPUTER INPUT (LOADS E, DIMENSI011S) SUBMITTED BY TRUSS MFA. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. C NOTE: EXPECTED VERTICAL•DEAD LOAD DEFLECTION - 0.22'. EXPECTED U) VERTICAL LIVE LOAD DEFLECTION - 0.58". N RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIDSPAN. + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH to TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. cn NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEDD UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o REFER TO DRAWINGS A103 AND A104A FOR OVERHANG DETAILS. '' 2� 6X12 6X12 -13'1'8 1+_av� �' 6X4 W-HS2512 2 OVER 2SUPPORTS R-14990 W-3'8 m m mPLT. TYP.- ALPINE CRIT TP 0 0 0 o p o �fIMPORTANT* mm cum "{IOI��ee �vaa T►a+ (n�Ft NING 10. ��cesAM z M p p O ./(A(Iy( MA WS M130 Oa T1ESE SPFSIFKATIONS. CA MY . SEC M-91 OI 10(. SEE THIS S t71 P� p O L7 O tAt1U4E TO BSRD WE VMS.S IN CtAiomMjcE IUJH OSTsa 6Y TPI.TT(OW. SPCY [LL P(PIW1Etff IAIC (TO AE C= t= O O LL/tK CWECTCAS APC MSI[ m MA 01L7. STEEL PMINa AST" rTs. i4ESS oTKwtsE IMICATE4 TOP p O O o �6 So 6 V=EPI AS NOTED. APPY COHELIOIS IO ESU FUZ of IWL% 6E LA1E"Ul 8"OED m11 PQX4M ACP INE t7 Twss AIO vas o1MER1Iu lOCAlEO a+ TNIs OSS1iO POSItmN CK0 > L, . SK/TND; So^Q•1 t>lono p O ComAmo-s Pp CAW= 171. lsa c la"_V. aEslcr SUMAMM Illm MOPfAL1 At TWi4 MICIO CIILl1H ^ UKO101 gfWKjCW" MWnSlda OF WS c IPt. m Elloulm'L 1LDIME ntwnNL (FDE(E IT/iron raw PAmH1 p UIM TRUSS C' SEM. aH'Imn wA4>s inks I* 'K Chi41EM1 anc'Eo me ai(YEi1L AP0.Ic►nal. wv viWISMm c CWt OF . C= p (N a4Y. AM 31Iti1 MOT a ACLIEo "I IN W/ otKA sit. a[s1Q To va lcum 6ELTICT7 Ct1IIA1CTG1. p O p o p O .—TP(- TPM PLATE 1MTITU1E. IDS - 199l 11MOS&, OM;;; 41HClitCAl5 Ion now 071STRUCTloo yLe R=1472# W=3'8 TwNa C 43845 Enp.6r30143 J>R Rev 17.On 5L;A t = u . TC LL 40.0 PSF REF R427--39425 TC DL 10.0 PSF DATE 06/09/93 BC DL 5.0 PSF DPW CAVSS427 93leo5, C LL 0.0 PSF CA -ENG E. D -aT . LO. 55.0 PSF 01,11001, OUR.FAC. 1.00 coerTlar. 24 .0' Jo U: 87RDE--f3TR BLDRS OE VORE) / F4 'n TOP CHORD 4x2 FL #1 BOT CHORD 4x2 FL #1 �. WEBS 4x2 FL Standard al 0 cr 7 �' Liz H z w 0_ J 4T T Q - m f9 m m m SPECIAL LOADS --------- ------------------------------- TC - From 133 PLF at 0.00 to 133 PLF at 18.00 BC - From 13 PLF at 0.00 to 13 PLF at 18.00 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A REGIO CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m r, THIS OWG. PREPARED FROM COWUTER INPUT (LOADS 6 OINENSIONS) SUBMITTED BY TRUSS RFR. REFER TO DRAWING Ai50 FOR TYPICAL PLATE LOCATIONS. t 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-104 NAILS. STRONGBACK MATERIAL TO a BE SUPPLIED BY ERECTION CONTRACTOR. 1u TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00. OC.� CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.S.O. RESEARCH REPORT !'2949. THIS TRUSS DOWN. TOP OFT BE TRUSS AS SHOWN. MARKEDBY TRUSS FABRICATOR. NNOT BE USEDO UPSIDEFABRICATOR. REFER TO DRAWINGS AJ03 AND A104R FOR OVERHANG DETAILS. m �14_2' 6P 8• -1 YA 8' — 2� 1.5X4 R-13200 W=3'8 Milt .�.. _-- R-1320# W-3'8 ........... PLT. TYP.- ALPINE DESIGN CRIT P - r r=y v -- -- - -- *IMPORTANTx*Sa4LLM1n14ef ° Ts U� WARNIN �°,G°`¢ ' 0*010,11 fy TC LL A0.0 PSF REF R427-39929 0 0PTR 0' o 0 0 4� 0 o &4T OMARON FPON THIS BES16H 09 TIESE SPECIF1cATIRM T Alf 24 IMCLM. 3U NEB -91 BY TS'f. SEE fME3 OE M a i? TC OL �` 10.0 PSF DATE 06/09/93 04= C� n uat m BUILD THE TRUW 10 CV FWVANCE FT1N aEfu a TPt. Yw tODc120L soccut Pr44Mul+Eur wcoc RE BC DL5.0 PSF ORW CAUSR427 33160908 O O 0 LLP1M C4W=T0>3 AFE HA0E W 2CCA 64LY. S1EEL 14TCTQOL'""SUTA 4446 OR B Men All NOTED. APPLY Cat•EC10" ,0 EICa FIDE Or SM'"MBM4BIISE 21DWATM VOP - c I DRELL BI: LITEIWLT BAAM ■!1a PaaFEa No. C043845 C LL 0 .0 PSF CAN-EN6 E�{t{�� 0 O iRFi3 u0 ULL[SS OTiEWISE louTED oN iHI! DES16v. P4Aslrlal CCMiCCTws DER putt WCs 1!0. 4'38 s 150A -F. DE31" s14,alaas LY ARA474m Pt -MOOD yL4T14tN0, Bolla! PYJiO. .1114 Pi MMI ATT4c1oD .IGlOCESL144 — SEETO EzP �1-. i`� f 0T.LO.55.0 P39999999ZZcofn 1aTt C= i M/LPPLtcial MOVIsrula 4F Dns L Trt. DM EM• WW'3 sM d4 VUI DMIA0 APPLIES, To T1E COWO.ENT a►Ic1EL IVE "Joe IE274M x up"IE 1T/1/P11 FCA PPER WOLLL AMICLT2011. nwlsN L DcvYaF➢415 f) Cl OUR. FAC . 1 .00 IIII����Il4I �WI��1I�4= C] D O C� 0 t= 114 01AY. ABD SK%L MDT BE Pg DTD VPON 1N Rill` OMA RAY. DESIGN 10 M Tiwu PELTtalf cOfURSGTOR. SPACING,32 - 0' ._T01 - I%= PLAIL t15TTT1JC WS - J"t NU1aRL MWOrl 3VEC[nW'U'J FOa VMU CdfsTPlCT1a1 f U) ti a Job: DE VORFJ I F5 TOP CHORD 4x2 FL all BOT CHORD 4x2 FL mi WEBS 02 FL Standard (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE X7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT 02949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T THIS ONG. PREPARED FROM GDwWER lwut ILunub t, uimt"'Vn P ... n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, a c NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION a 0.19". EXPECTED N VERTICAL LIVE LOAD DEFLECTION - 0.51". m f RECOMENDED CAMBER TOP AND BOTTOM CHORDS 1/4' AT MIDSPAN. + 2X6 F3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. rn NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEDO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o REFER TO ORAWINGS A103 AND A104R FOR OVERHANG DETAILS. 6X12 J3 'J m 5X]2 1 -g 11__.,.���- -- 10.60 _ � I RYd • It=hi5Z512 25'3' OVER 2 SUPPORTS R=14030 W=3'8 t� o a o p c p o p o C= C= c to L C=3, �APIN o o TRUSS o p d G O C1 C= R=13750 W=3'B t' f ` IN 13 DESIGN CRIT TPICA-/F Rev 17.on x:ALt o U. **IMPORTANT*)NLotnE fltaZMm "MMCTL IMWARNI[ �� EETSEIE ewE E11ftirQ1 Ano Glg� E'% TC LL 40.0 PSF FEF A427--399. SML M BE nE"MR1 IDA AMIADEILD14 mytikorw rwK TAn oEston Ae oIESE VC=rMArla93. OR AM OWIM. UZ Mto-91 el on. SEE Ten aEsmrL�1 MM VWSL PE#AP91TT gw=l i Af `O �• TV TC DL 10.0 PSF DATE 05/09/ rAtLm to = THE "SAS 1p corwacmo= Mal asm p tar. BI roD ADDITI t � o BC DL 5.0 PSF LJ+ia. CAvsRt27 sale aPt1AS ETPIA er" JIM MOE #P 2DU =LV. 3R%L MEU314 Alf: Ala W a E7Qps K 4OTEt1. APPLY corwoms so acR rAQ 9r WTK OM- WLESS 0"WWW tW7C 0V"M an - 9uL1 at LAWAm, mcEo tIfTM PaDPER , Na 0043995 C LL 0.0 PSF CA-mmEtl�V6 TV= AAD ,"em onermial LOWED m Ten msXa vall " agerole ►Ln onnit" M M L IGK4. OESX9 STASOU" LY ArwoeD rA.mw $NAM". Bs"c" alae -1TM M7DoiPL,Y AElWM DPWO CLMom — Sn fJ[p �f * OT .LO. 55.0 PSF m wlsom VAPP KAM E PlbrlftOArs of Tm t Fps to wtlm.I SEAL w nes Dr+a = Awun To TW C"DA T DEv1crED � ALar1A2 NostVAL oan pry190 ran pgwm iN r&L APPA.IGTr01. MRSA A uvr or tWS * Ory � OUR. FAC. 1.00 I to ofat AAo stair Pols AELIm ILaT w UK atAee or. tRltpl to 8a Taira EPEts1w1 oaltTeCAW. J? Of SPA IN 24 .0"1, 3 A—faI • TnnT; aiATE T TwRl1TE. !m •1991 ruTlOLLI oEs7so st✓EarIC�RW rpA Aaao WIrsTOJiT1oH 7707-7 (STFME--DTR BLDRS DE VDRE) / F6 TOP CHORD 4X2 FL 01 ' B07 HOBRD 4x2 S 4x2 FL f]:81r4x2 FL 0198et.: a . L CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ,7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. REGUIREMENTSPLATES IMCSB.OE RESEARCHDIN REPORTC0949. WITH THE MUST GBE PROPERLYNATTACKED TOgTHE 7BOTTOMOM RCHORD ING AT 72.00' O.C. D 2 n z E m i C9 1-4D M --el Ctf0UfTTFn RY TAIISS MFR THIS OKG. 7 HtPAHtto rmin uw -- + - - -- - REFER TO DRAWING A150 FOR T`FPICAL PLATE LOCATIONS. c NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.19', EXPECTED VERTICAL LIVE LOAD DEFLECTION = 0.52". m ry RECOMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN. + 2X6 f3 HEM -FIA OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH BE SUPPLIED SBYNEITH RECTIONdCONTRACTORRONGBACK MATERIAL TO w m AS SHOWN. IT THIS TRUSS TOP OFST BE TRUSSIMUSTLBEOCANNOT MARKED BY TRUSSFABRICATORE� REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. Q7 ` t;4.rti 2.d.5 4 1.5X4 2X4 zxq 4 4 a T5 + Iia, e' 4 12 4 4X12 W-1602514 3X4' 1 24' 0"8 OVER Z SUPPORTS R-1322# W -3"S Ra1322# W-396 N=1X3 LPINE- DESIGN CRIT TPL- - ricr ,.—. ---- - 7. TYP.- 0 0 0 *IMPORTANT), �a* 10 "''r° wm =• �1ARN 1 fG q""mmur, M�CnOW 1F1 TC LL 40.0 PSF 100.0 PSFGATE06/09/93 REF 84276/09/9 0 0 0 0 0ki OullTmF R-Ot 1/117 cesum Dn rmEm gEClrtcufons w ml w W01D M M IO COPOMHOE 1111 97tH! or 7P1. aatcua. sEs we -9f eT ttt. m T3 ox of F04 4W7T11NQ SPIC1tt. PC"�aEEllt VKCpt aE7+ yTC DL SC. OL 5.0 PSF DRW CAISROT 93160M O O . p FAMOG xp" COWACTOAS M MACE 9r 2004 CAM Sum rEltae AStd Da a fp-M AS NOTED. AEOLT COyEC10RS TO LAM FIC! or OOfm4m. UAM OTKpm Xwtc lm TOP CDOMO SlUCC BECA1[9417 *DICED rtTa m7oEa Hm C04384S C LL 0.0 PSF CA -ENG E.O l�'j��"cmomnw �I����I�I G4Eett a nM{KS INO PCD O9TIQ►IICY g" C 6 T92S DMZ=t"no Omt"M c�ECTM P[9 o>'4.IIRY !sa Ly, C twit -r. Dt3IOD9aM1111NO7 Lf m pqp D ' SOODATTAC S 0160 t 1110,TW cteta wi 1RyH�LY I UPDAT PV11 9D ns R fEC ALP trt 7lD10CIl MYDIi! P/1/911 laP Ft10rEiM E1fp. 630=43 * tar.LD. 55.0 PSFl�l� wumtTmt P"n u" CF tat C In. W scimm^7 aww" A"LXATt01. wEnsa A. COPY OF TfaS C ! OUR. FAC . 1.00 SEAL OI bas 9 -mm A"um Ta ae ow"04 iT OEP1Cm FERE nt ora1: na SH" NOT to Am= wa 1O A9r anew 747. ocstal to oe rums Em'. on WITwcta2. �! 7F 24.0' Oi CA � PAC NG �lr . TFZ= R.AR IMUrT171E. Ieb • 1971 "Ifldlll OESt07 SYECTrICAtt00 Po0 rOOo C9atarmcm O O 0 C O O I /::; •'1 OE YORE) / F7 u-)lTOP CHORD 4x2 FL 01 BOT CHORD 4x2 FL 01 m WEBS 4x2 FL Standard D_ m m m Z CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DONN. TOP OF 'TRUSS MUST BE HARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. ED THIS 0". PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUMITTED SY TRUSS MFR. REFER TD DRAWING A150 FOR TYPICAL PLATE LOCATIONS. > c + 2X5 d3 HEN -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS W17H 3-10d NAILS. STRONGBACK MATERIAL TO � BE SUPPLIED BY ERECTION CONTRACTOR. R1 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.l' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. -• m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o m 1 2.6P 9, _( 2X4 1.5X4 1.5X4 5xS i.SX4 5X4 i.5X4 I.SX4 3X4 5 8 X4 5X + •� m r+ R 4X12 2.5X4 4X6 19'6" nwco 9 CI1PPMTq R-10720 W-!3"8 R-10720 W-3"8 T. TYP - ALPINE GN CRIT TPI mt:Y 1r.V. Qlu op *�tINPORTANT**'Item WARNIN = "rawCAW °"�lFy TC LL 40.0 PSF 0 0 0 0 0 0 0AR. no BE ax avu,mu FCa1 mis aEsiw On rwm SKEV ICATt014 OR At1f CRAC100. 3[e 1RD Yl Of t►t. Y[ TIUS OESTWI M x L FC DL 10 • 0 PSF O T4tLUrQ TO OUK0 TWE UVSS 12 CVFOWJ M x110 o9180 Of Tpt. FDR AooRlolaL IYKYL PEPN I SPF �S SC. DL .0 5.0 PSF o W11i mt eelva Ate PaOE or low WVJ. sPEtl Wr"m ASAR Exoi ♦xm an.c1¢u1s. IAal58 OPCPMIY t"Ecllm tap WOPo 31141 SE LATvau BRLLO SIM opoccoMwr,043�{5 0.0 PSF tub m 5 E7LnT As myED. APPLY cmiecrOM To or Ma vAZ33 OrwwtsE 1o0A11D Q1 "US DrsNK MrI100 Lf AT TAORD PLnMM VRAV R toiloll Clay, RItlY cmm — Si[ CLL E� p, 6.3093 * •OT.LD. 55.0 PSF oTRF39 mTPEiTum PI1 ab"ll" 170. m 4 WK -t. on"" $?"cu 07 ca1a0a1 wimiumc pwillms or tat S "1. m [A0twm%*% V17K M0[PLtATT&cwo Alun UZ44cu. um%n O/1/9a IDP ►m"s 1.00 oSeAL CZ3LH On vas DPAr7w VR1Es m De oo+panut DEPM Eo MM Ott•. AIC Sh1LL ACT K Mnll LPW al AH 010" AAA. OMALL A"UCATtCt1. f1AN1SS A cwf ar nal DUMU to nc mm 1'.iEC110v cWFp4TOR. L+ �. OUR.FAC. o C SPAC N6 2A.0' s.—TPI • !Pati HATE USTIIUM nn - 1901 WTimaL OEft01 6Pie1ric4tlon FOR woo mman ila 5UALt - U.J/ZU EF R427--39928 ATE 06/09/93 RW CAUSA427 93160506 A -ENG E.D. -t 1,,/ D_ 0 U N .09u. To Anm--aln OLUMS vt: VuKt] / tB TOP CHORD 4x2 FL Pi&Bet. BOT CHORD 4x2 FL f!&Bet. WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -81 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C,B.O. RESEARCH REPORT #2949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. D NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.28". EXPECTED (j) VERTICAL LIVE LOAD DEFLECTION - 0.75". RECOMENDED CAMBER TOP ANO ' BOTTOM CHORDS 3/8" AT MIDSPAN. "l v + 2X6 63 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH to TO EACH TRUSS WITH 3-106 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 8E USEDO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED 8Y TRUSS FABRICATOR, to 0 REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. " 6X12 m 2X4 • 15'7"8 N I 6X4 -"IYR 6XG i3' i"8 CYAN R=i6480 W -5'B C= t= o'0 0 0 ATFluss C= C= — [= C O 29'11'B OVER 2 SUPPORTS R=16484 **IMPORTANT*')NLPOG a1cDmmm PWOOCT& we. WARNINfs' ' nEw1RE 111— cm SMALL raT BE Fega OtSU TOA M?MAlo, EVECItOR PM OE"Alm" rx" TY2S OEITEH ao yKsr tPESlrx mis. M ART a]uctM. IEE: HIg-Y1 1N T►r. SEE T1A5 ass PAILLOW TO OMW T14 TAILS 14 ICr4pa4ACE "IN "T" K Trl. FOO AOOITEPML IPKtAL AEM MM IPACIPo MI AP Ut 00"=OAI AM MAGE Or 2001 OALY. SIEEL /¢El IM ASTM oH10E1S11TS. LKM "mmuse poWrM tOP A448 OA O OICEM AS 10MO. APPLr CQT4LTOPS W EACH rltt Or *COO DUAL K LAtEWLLI RRACEO YtTH MMMEA UAW AM tPE= OTHETMISE LOCATED ON "M OE5140. IOIITIRM LY ATTACWO O1ri000 SMAT1R111 gotTOM CfOOD COIOELTOR9 PER OPAVIKS 1><I. 2% C 1641x, IEsxo ilxicom EIW pwfflmT ATIACK0 MCAD CERNIC -- SK =1 OW VAPRICAS E PANIS(oa Or Nm t TP[. At EAotmEDl•s ILPYE IVMrUL t"&H U/1/ol) s" FPO -ft ZEAL OFf TIAs ORAXIM APPLIES To TUE CCACO'MtR G9ICIEA EK tlrttALL APRI[l7tOH. n,49r A COPi Or Ot1S IM OILr. AID BMALL in? IE !Elan Vvw W 11A/ OA01 PAT. 08101 TO DIC t1Y55 EOECTICH CurowmiCP_ TC LL 40.0 PSF REF 8427-- ,0 7C OL 10.0 PSfF13A;TE 06/ BC OL 5.0 PSF CAU6R427 do. C043845 BC LL 0.0 PSF CA -ENG E. D Fxp. &30.93 * tOT.LD. 55.0 PSF II�I rfCl �.! OUR.FAC. 1.00 III�II��I� Of SPACING 24.0" !60501 v n: w¢ to I Mur_ --u I n oLLM.7 uc Twtci / r v TOP CHORD 02 FL 4f BOT CHORD 02 FL SP1 WEBS 02 FL Standard : W4, W17 4x2 FL 91: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7,3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00. OC. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I,C.B.O. RESEARCH REPORT 02949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS ONG. PREPARED FROM COMPUTER 114PUT ( DADS 6 DINENSI01IS1 SUBMITTED BY TRUSS MFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, > NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0,22'. EXPECTED In VERTICAL LIVE LOAD DEFLECTION - 0.59-. m RECOMENOEO CAMBER TOP AND BOTTOM CHORDS 3/8" AT MIOSPAN. ^' + 2X6 03 HEN -FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEDp UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, Ut REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. ru 2� L 6X12 2X4 r� —13' 1'8 "• 13'i°B 6X4 — N -3X4 6X4 6X12 Z: A XA _ F K4 + La 1a 8X14 5X8 4X4 4X 8X148 „z,;', 11-0-0 of6. tJ-HS2512 5-6-0 I �0-10-8 10-10-8 5-9-0 5 10-10-8 — �0--8 0- -0 W-HS2512 r?�1 v` 27'6" � � ��, -., n OVER 2 SUPPORTS 9 R=15130 AIA5'8 R=15139 W-5"8 9 PLT. TYP.-API S CR TP CA - /-/F Rev 17.On SCALE = 0,25001 0 0 0 0 o c IMPORTANT* ewlLEetao PRLCUOTc IH:. muL �r � � FOR ANr >tPaT4t �eonRe IxmtHl cAnt i'IARNING� HkOlea etECtlav A.a g0' �f� TC LL 40.0 PSF REF R427--39324 C� O o C� 1LTTATIa9 FPCH TtttS oESIAN OR IMM MEttF1uTMN& M AHf OR6L16. SEI{ HIB -al Of TM. SEI THIS 0t41Qt apt TC OL 10.0 PSF GATE 06/09/93 O O C= r&lLtFa To LUn* n4 MW IO r0F* W= CtV OOTBA 81 TP1. I'M AOo1TIONAL VCCI4 P[vNUW aRACn& Rt A o 0 o hour ="CrMS JIM KAM Of 2WL GALT. PM JIM" 4:TH MXMC M. tX&M snra.tx pero20. np To BC OL 5.0 PSF DAW CAUSF1427 93160302 O o O ALP IN a7\l t= p 4446 Oil a ""PT AS MTEO. AKLY COMCCIORS IO EACH IM IF VMS QO "LEW OTHuad" LecAlm as THIS oevg3l, P"iTIOY Clam SHALL Be UTEIAtLf 9Diceo tIcm PTIp" LY ArIA7m FL,x tHUTHD4. Wffcm cam Na ,C04. 846 8C LL 0.0 i PSF • o o C09a0a.n an"nas sw, 150 a Im-F. otsua sr., s / 010PLICULt im momLv Anuria otcte clxtm — g * ExP 630.93 TOT.ID. 55. O PSf I� p TRUSS C� eotw PRMSIOIS OF On c TPI. PHM Ole i-3 ALPL! gt7 r -k {POLY! amoO raR RrOPfR Ipllll �I �IJ�II SE4L ON THIS OPAMM APRJeS 30 W CIMMUWT Miran neat astir. AID ShAL qt aC OOMLL AP CrATICH. FWO9t A COW OF TRIS j C ' OUR. FAC. 1.00 0 0 0 o c o PELUO LRyf LV Aaf ar/!u 4r. Oidia to Tw mm [rtrTral t01OWCnp. l � •c <—TDI .7tC53 PlATE UNT(8jW- nas - 1291 tALTrOUL OCSICH 9CCIr ICATICN f0a rX COofTWIIOO OF SPACING 24 .0- _ w` ' Job: (I SLORS TOP CHORD 4x2 FL #1' BOT CHORD 4x2 FL 01 PLEBS 4x2 FL Standard THIS DWG. PREPARED FROM COMPUTER INPUT [LOADS G DIMENSIONS) SUBMITTED G5' FItU�S ` i+ F F9 -�� CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. I TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00" OC. (TRUSSES TO BE SPACED AT 15_00 O.C. MAXIMUM. UPSIDETHIS DOWN.AUSS TOP OFF TRUSSBE INSTALLED CANNOT MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104A FOR OVERHANG DETAILS. REFER TO DRAWING A150 FOR TYPICAI_ PLATE" LOChTIONS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLEC7I0i! = 0.19 VERTICAL LIVE LOAD DEFLECTION = 0.52". RECOMENOEO CAMBER TOP AND BOTTOM CHORDS 1/4" A; 1,110SPhN. + 2X6 d3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MA7ERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ^� CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE `•� REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 62949. 1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" D.�. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4 —r 13'1"8 13'1"8 �Y. .5X4 1.5X4 (R) _,,,, �'"3X4 a 5 ove � axe � �,xd 2.5X4 9X6_=�X, 26'0"8 OVER 2 SUPPORTS R=985# W=3"B - iF I MPGR TANT �' "L"' e1r � �1s�T0LCE m w' C CAAC WARN I NG,` r AD 0 o a o 0 0SRALL I FrEao o O o r= CErtAT(0J FaW THIS MIGO Oa FME SPEC3rrUrTOD9. M AUf E*003-SIE "'41 Et IPI. SEE ISIS 0E31671 O C= C O FA1tDPE 1090ELD TK MUSS IU XWORWCE Of jSTlD O1 rPl. 1'01 IOD tltOrnl SPTCIII PF.r01A1FJ7T Epy(yL1f. AE 0 0 [= C= ALPiWE CC11T_CT(x:0 AFL MADt,Gr 2f4A GAL'/. 971EEL Nt IM LSM 00M)MMC. MJUSS OtNEl*CSE DDId IM IOP o O Aida OA D CCCEPT AS IDEM. APrtt COMEC30 11 10 CLCR FLOC CF daII SWI E! Lill OALLT sown OtTH "OKA C� O o O ALPINE ITI Y.POSPI MJ32 AtO OTLESS OnVul3! UOCAIW 01 NOS IMS L vAr1AtaE0 PLTIrLtD 11FAIHDp BO1tP1 tAoro AItACAEO x1.70 CETLIIA; — SEE 13 00"KET01i PEP o"NoAS 4 %5r,i Ts".F. =$=' SrCDAr" ■rTH $=ALT t= Q m" PM IVLPPLIcmc 1*09 5101, 0f ICS L TPI. M, COOIWM,5 ALpSM TECMrtl1 LIRWE CJ"D FCA ,POPEA n,y t� TRUSS '� SFA( 011 THIS CPJMI1G )PFI In TO lK CCtP01[OL OWICrd a= tIMM% APOIIC►I10u. ruNasm A COPE or THIS o o t= � C=3 IH OOIT. DD SHALL Int 0! ,RELIED 12P0i tH Ant 004M HAY. I OCSICO TD Im TWA OCt0To1r CC PACTO0. f—TPt • TPDss PLATE UMlITOtE. (IIS . t99I ;,LI IO.SK OEs101r immFWTIOII FOA 1060 conut1CT LCI I .5X4 (R) 1 2X"j 1 r 5X8 R=9854 Y(=3"8 =a SSlpy TC LL 40.0 PSF TC OL 10.0 PSF SC DL 5.0 PSF t- 5o LL 0.0 PSF I. COd3845 [ICL 43091 * TOT . L0. 55.0 PSF 1.00 orjrtlli� RPAr.TNG 16.0° ..AL" = V . [ 8427--5560 ZjH CAUSA427 93228938) A -ENG E . D -�' ,-, I�81511111� IIIlI ratans: --m BLORS DE WI / F9A THIS OWG. PREPARED FKA COMPUTER- INPUT (LOADS 6 UIMEUSIONS) SUBMITTED DY 'SUSS }!=f1. r fiD 4x2 Fl. Y1'. RU 4x2 FL 01 BS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LumBER PER NOS -91 TABLE 7.3.3. ) TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. (TRUSSES TO BE SPACED AT 56.00" O.C. MAXIMUM. NOTE, THIS TRUSS,MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP -OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 1 H Q� LJ w Z r -t LD Z LJ REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.23 EXPECT[i7;�j VERTICAL LIVE LOAD DEFLECTION = 0.61". 71 RECOMENDED CAMBER TOP AND BDTTOM CHORDS :!/S" AT MIOSPAN. + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. 1:TTACii TO EACH TRUSS WITH 3—I0d NAILS. STRONGBACK MATEP7cL TG BE SUPPLIED BY ERECTION CONTRACTOR. CONNECTOR REQUIREMENTSAOFSIMCSB.OE RESEARCHOIN REPORTC92949CE YIiT:i A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" C.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ) 52'6" 5x4 (R) �' Rev 4 a H 4XI2 3X8 X 40.0 PSF REF 8427--5560'') ; 5X4 TC OL OVER 28 SUPPORTS IL A -1034# K-3'8 BC DL 5.0 PSF DRW CAUGRG27 s3Z2G539� 1. 04384S�O BC LL 0.0 v Ew Mfl * TOT. LD. m PSF II�IIII II��II m 1 I�I III I�yY� I�IIIIIIII��� m THn 1600 - KT. TYP.- ALPINE DES N CRT TP v➢'F EIMMEEPED PODW--M n1c. >E*IMPdRTA IT**'L WARNINGRt16DES"Ou"E'xTwmCm" WARNING,:u`5" EACORD1 ANO O O L= O O O "ALL Loi BE OESM11SIBLE M'J" UM%TION FFM TRIS OE&IGn UP v ESE SRCIr ICATIORS. DY AAI MINGDA).MIM-91 81 TPI. SEE THIS OESISD SPtC3A1 PtARMElft owrNc At p p O O rAD-01 10 80110 INE TRAS IN CGLFMU= rlul "Be M•r IDI. f9»CTL0.S ADE MW C 2DDA GAL7. SIEEC IEE=40 ASTM ran gWTWpL OI1I RE/FJ1rS. 11"95 071KWISE [/OfUTf!q 10P O O O O G p Q p :1F7YE AItB MR 8 I;CE91 AS ZVED. Ac CT91£CT " 10 EACH FACE OF OM $14tLL SE Oft-ttl BRACED IMR RATEA if AlfAnta LlTAOrD I9EAINNO. Bar1w o+a1D . p ALP. INE O .O RIAS Alp Maces, 011CRKM LDUTED a1 (PIs D19tGR AM== wxmcTOAS PLS CMA1L3 M im t 100 -F. DU1GN STYEAICS n1a Rtvmt AT1AMEri fICTD CIILILS — S'EL C O r&vvm f/imlUBLE PPOM)Sfous or cm t 101. AN F)ri)tim s mpitC RENIICtI IODATE Ir/t/9D fcR PROPER APKXATI01. FM"ASN A COOP or Pat C=;3 TRUSS O SM IN T1DS CPJXlw VfUt3 To ItC C0"4CJT DEPICTED IM . W aiL�. Em SIULL 1WI EEL— Uin tR AAf 0T1EA fAt. ORfIDtI DESLGR 10 K 11f/S! CRCIfOM Cf7A9AR0f1. O Q O O O C=3 1—iDr TDOSS PLATE 71SA110rf. Iw - 1901 rAlrolIAL LQSTQI 90EC7RWIm1 ftA 1100p OODSTf1UCTI0l1 m R=10348 W=31"8 'i/o/ -/- /F Rev ' 7 . le SGAI_t = v . cwu SSIp� TC LL 40.0 PSF REF 8427--5560'') ; TC OL 10 . O PSF DATE 08/ 16/`x3--1 BC DL 5.0 PSF DRW CAUGRG27 s3Z2G539� 1. 04384S�O BC LL 0.0 PSF CA -ENG E. D;)" .I1 _, Ew Mfl * TOT. LD. 55.0 PSF II�IIII II��II Doer 1 I�I III I�yY� I�IIIIIIII��� or+eitdd��� THn 1600 - I .— Job: 1a7Mut--0111 -- - - TOP CHORD 4x2 FL Y1' SOT CHORD4x2 FL t1 : W1 4x2 FL #i68et,; WEBS ,4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. TRUSSES TO BE SPACED AT 16.00" O.C. MAXIMUM. , ED UPSIDETDHIS TRUSS T BE OHN. TOP OF TRUSS IMUST LBEDMARKED AS OBY TRUSSAFABRICATOOT R. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS ONG. PREPARED FROM COMPUTER INPUT ILOAOS & OLMENSIONS) SMMITTED 9Y 'RUSS 7 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION 0.28'. EXPECTEDIn VERTICAL LIVE LOAD DEFLECTION = 0.74 RECOMENOED CAMBER TOP AND BOTTOM CHORDS 3/S- AT MIDSPAN. + 2x6 03 HEM—FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH BTO EACH E SUPPLIED SBYwERECTIONdRONGBACK MATERIAL 70 CONTRACTOR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE YIITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. MUSTGID BE PRILING OPERLYOATTACHEDUTTOSTHETERAL BOTTOMRACING CHORD.A1 72.00- r ± . 5X q (R) 2X4 15'7"86 4 =3X4 1.3X N 4X 4 T )4_ Te 9 7' e' 1--48 X4 4 4 4X 2 5X8 X12 B 5X829'8'4 2.5X4 _ --OVER 2 SUPPORTS" R=10897' R-iO891R W-3"8 PLT TYP - ALPINE a D S G CRITTPI **IMPORTANT**A`001E''ttnrenEo Mtj=T9. IMC• swit. nal Be pesmamg FM Aa/ p4ARNINC,�11w/�.mge "T x90m cul � uO tS/�,y,_ "1( 8. TC LL TC DL 40.0 10.0 PSF REF 8427--55556 PSF GATE 08/16/9: . 4 a a O 1= O to 1= o o Tafuutvr row nqS MIal 0 Tlest SPWrrpnaa. to Aar vt• enAtnit. scE 117E -SI Of M. 10 °tis msm/ M AtotitonML 9p1mvL t�pvm" D4Cln9 q ��' Cy 4�y ti OL 5.0 PSF ORW CAUSR427 93228: G C=3 - a a a a FAtICt TE 9V110 TFq IMSS Tt: tvF9Iro/CS MT1H oS108 6Y nAn! ooM►tCT9pS AaE nr>t Or toc► OALY. STEEL 1+MIUZ 222TK Dwotlero. uaes9 o/lttnrtse tltotGtfA Tm EP LATEdALLf BAITED Oilof PA9AEP ,r. tie" SC 0 0 PSF CA -ENG E. D civ e o a c a o a ALP IN c AIA! 14 o En"? AS nOTED. APOIf 0 "CTOOS IC CAW FACE Of 41if56 ao to -ESS 0111VOlr_S* LOCATED Ott TMS orslot o"117W n:a op.. nm M. t5o c teaA;. omcv STA -0- tIG1D 3fRL if AftAOCa PLT1t8p0 9EliTmtL eo1Tg1 trvrD or" Past sr f AITAOEO trio CM310 — Sts roll mOxft * bb91s * C LL TOT . LD . . 55.0 PSF imlipplIP11111 a aaata9ps jCAot.f PPtT/tslaa of les t Tt•l. bt ETAI1AEElt•S uptw tBatim MFo►lt rill/9u OUR. FAC i 00 a 'i'RU$$ a o0VTn1 f/App sat CH TTItS own nO M*%, CES TO THE CCwmlenT tE =xD IEEE Ant otla3t rif, o9{N+AL AVFLRmeK r�Nmtom A ta°f of qus iffl 107 w M mess tTt[tTtaN O�ASIAS70a. AO rn(`, ae �• �%' Or t1t0T`� . SPACING . 16.0 ' --- ' d T� O a O O a a m tlLY. Am 571.11. mT HE 1ELtED !DOD IN I tpl • Tam VLITI RbT1TUrt. mf • 195!1 IUATSONAL DESIGN 9PEC1FIWT101 F09 MOS! C0191MUC7701: ' 7 n� vneel / eA Job: IB7MUC ;TOP CHORD 02 FL 8f 80T .CHORD 4x2 FL if : Wf 4x2 FL �f16Bet,: WEBS 4x2 FLStandard ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NQS -91 TABLE .3.3. OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. 'AUSSES -rBE SPACED AT 16.00" O.C. MAXIMUM. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. iEFER TO DRAWINGS A103 AND A104 -R FOR OVERHANG DETAILS. THIS ON'G. PREPAREO FROM COMPUTER INPUT k0AOS & OLMENSIONS) SUBMITTED OY TRUSS f!F.;) n REFER TO ORAWING A150 FOR TYPICAL PLATE LOCATLUNS. NOTE: EXPECTED VERTICALO EADLLOADDEFLEECTION o 0.28'. EXPEC'E!' VERTICAL LIVE RECOMENOED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIDSPAN. ; + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH dCONTRAC'TOgRONG8ACK MATERIAL TO BE SUPPLIED BYERECTION=J CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WIT!-! THE �? REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. y RIGID PRILING OPERLYOATTACHED TTOSTHETERAL BOTTOMRACING AT 72.00" O.C. CHORD. ) 2X4 15'7"85 13'1"8 — 1.3X a r5 q f .5XPXi2----JW=3X44'T+T.e4X12 BX4 4 42.5X4 29.8.4 - - OVER 2 SUPPORTS R-1089# W-3"8 m 0 G CRIT T I PLT TYP - ALPINE wAR%l�rie7 "Isis "EDNIaE F1TlIDE we i(•*IMPORTANT**AL" "�!CGtTEEOED mrxaxTs rlls. ,, PLOLIUM EOECIN01 All).�-1 0 0 a C= o [= SPALL nal !E nE50ds[6lE rlY1 Aor C= p O C7 ceivise? mot wis mle, OP nlst sFET:Tr RAnaia, to ADF OPACDG. SCC MIO -!t OT TP(. $@ Ml% CESVN C=3 cm o C7 FAntM Ts FU1LO TIIC TVSS TI: COtoall't C "IM USM by 'P t. M AWIT UL 59Eelst "Fse,l-ten GRAUM It C TEP Q p p Mlle COMCroos Aqt KAM OI 206► "LV. sttEL PSt11II IATR aDIFfIEITTs. tlL6s On[*iFtY DaiCATtA 0 C= L7 C A440 EA O VWI AS MTED. VOLT COOIECTOOS PO da FSCC M CM m 9WA ee LATtd1lAF BRUM WITS PMM MS co "tAEss 03M WLSF IOCUTED OL MIs OEL7til M113ED lT AMOiO PIMM 93MA U"M ealn" 0"M C PIN C= camcrws PM D"wirlm M. Iso C ItOlf. OCSIGt Sulam" la1M Pt,7tPlt A1TA06D .mm CEILItc — us - 0 - - C eTIOrUM f1/)P7LIu8lt PPt<imda of t9s C TTI. m ET911EtA's AMDC twaam omit fl/1/911 Ax DAVM TRUSS a SEAM m TOIs OPARt o IPFLIts To TME "cm OCPICTED Mt Dowt 0 Tw m9s PoANcs+ 4 caw rIF Tai ..(� C� ys CKV. ADD VALL MT et FELIEO UOOO SN Anf O'DEi, 3MI. t!m[W.tO M D"9ss Ri1TlON CRlaIKTO,. 'C=• [� C� O' O riff • yam vwx DanTurt. ws • ipw IMT701aLclSIG 9"ECtr1GTFO1 F"IOfOI Cd1sI DOQ141: 1 5X4 (R) —\ I 4 5X8 i r �; R=10891 ''4-3'1 9(,• p _ _ F Rev 17. ie g� TC LL 40.0 PSF TC OL 10.0 PSF BC OL 5.0 PSF CW3845 P 4 SC LL 0.0 PSF El,. &Doi * TOT . LO . 55.0 PSF CIVIL Y1Lto�yl� PACING .600' I SCALE .0.2 ,_A REF R427--55593 DATE 08/16/33_ ORH CAUSR427 9322053; CA -ENG E. 1) 11lipjJ1111111 a� I a.... 17 to CrAI F a n P,;nnl .lPLT. TYP - ALPINE C O C7 O O O [= o C o �p a O C= C oA�...P INEO C �o o° TRUSS O (O so DESIGN CRIT TP **IMPORTANT*' Latta cl>ons.EREe p4lOaCr3 ms. yp.LA. IA1 BF BESrpb']BLE tTf7 atrt GEYLItW MIK IRIS 061011 OR T7EY- SPEt1rt MOM CRAM rAnwoi io vnto TKC Tabs !n M-0-lMCE at IH 9at8o YY T9t. QPM CGtT=TTAtS. AW Kiat Or 2oU QALY. STEtt t o"M ASM "as a EiCE►i u latf0. AvoLY coissrfoai to vo rAGS or Taus Ala LNESS OnIMISe LCCATEa at MIS DESIRE FaM"M ws1EGToos Fol 0uln"r ttG. Iso t tsoA-F. CESIG" ITAtatmm Cara"Jv"".TUELt Rpovluam op las f, M. lu E1xvzm'it CG Mx OR TntS DPUUO a'SUES ro Rf COMMUrf CMCTEa H= nAvmttants �RITiE.Ico l�MIN THIS OH6. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF; Joh 4BIRDE--BTR SLORS DE VORE) / F6 CA—ENG E .0 r, OUR. FAC . 1 . DO SPACING 24.0' aa1c1 Ktce MS •miGll wt[awu_a>ita senrlunx+raa 10Mca n=cn REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. > j TOP CHORD 4x2 FL #1 CHORD 4x2 fl #i :82 4x2 FL i&Bet.: NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.19". ExPECTEO[%•I ,80T WEBS 4x2.FL Standard VERTICAL LIVE LOAD DEFLECTION = 0.50". dno " CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE AECOMENDEO CAMBER TOP AND BOTTOM CHORDS 1/4" AT t4I05PAt I 7,3.3, + 2X6 A3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. v CONNECTOR.PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE I.C.B.O. RESEARCH REPORT #2949. ti NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEC� .REQUIREMENTS OF UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, ONT INTACHED OUSTTHE LATERAL BRACING AT 72.00' 0 C ARIGID POLING OR CONTINUOUS REFER TO DRAWINGS At03 AND A104R FOR OVERHANG DETAILS.MUST BE o I I)1 tZ.I 22 6 2X4 1.5X4(R) I k=3X4 1 1.5X4 w 1 .5X4 (R) 4 T X W8' N —1—_4X 12 2.4X12 5X8 i 3X4 DYEA22 SUPPORTS1 R=1313# W-3'8 R=1313# W=3"8 a. I a� I a.... 17 to CrAI F a n P,;nnl .lPLT. TYP - ALPINE C O C7 O O O [= o C o �p a O C= C oA�...P INEO C �o o° TRUSS O (O so DESIGN CRIT TP **IMPORTANT*' Latta cl>ons.EREe p4lOaCr3 ms. yp.LA. IA1 BF BESrpb']BLE tTf7 atrt GEYLItW MIK IRIS 061011 OR T7EY- SPEt1rt MOM CRAM rAnwoi io vnto TKC Tabs !n M-0-lMCE at IH 9at8o YY T9t. QPM CGtT=TTAtS. AW Kiat Or 2oU QALY. STEtt t o"M ASM "as a EiCE►i u latf0. AvoLY coissrfoai to vo rAGS or Taus Ala LNESS OnIMISe LCCATEa at MIS DESIRE FaM"M ws1EGToos Fol 0uln"r ttG. Iso t tsoA-F. CESIG" ITAtatmm Cara"Jv"".TUELt Rpovluam op las f, M. lu E1xvzm'it CG Mx OR TntS DPUUO a'SUES ro Rf COMMUrf CMCTEa H= nAvmttants �RITiE.Ico l�MIN WAANING19 aEau` °ttDE1' — UI IO+Dl7 a6 TAEL1iOR ARO Saw w. SrrE 100-91 ec int. Sri Tea GCSno ra% Alotitolbl SOCetAL pEOmirEM PACO u OCIEPOM. IMAM OTtesall St IM"rM Mp 00 Stott BE L&Mm LLt at.JLID IM XWO Li ITtAo*o PIymm Swaim na amem" va+o tlla qcl itr A.ITACAW atom c'mm -- SEI ASDIRE T""ll 0. wuw Ril/91t raa flria WMIL M0.1CATt01, fwt]IK A tsri of t1[rs n SSI 0 T(. C Ey �'` 'rA� F �'ai i0. 104 1 45 * (� 6J}97 * ,p� DIY ! -'.vF Uioa� A:.. TC LL 40.0 PSF TC DL i PSF B�. DL O PSF BC LL 0.0 O PSF TOT. LD . 55.0 REF R427--55602 DATE OB/ 16/55 DRW CAIJSR427 932285?G CA—ENG E .0 OUR. FAC . 1 . DO SPACING 24.0' aa1c1 Ktce MS •miGll wt[awu_a>ita senrlunx+raa 10Mca n=cn Db-, iBTROE--eTR BLOBS 1 OE YORE) / F4A TOP CHORD 4x2 FL 91• BOT CHORD ,4x2 FL 01 WEBS 4x2 FL ,Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 1 .NOTE: THIS TRUSS RUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS DWG. PREPARED FROM COMPUTER (APUT (LOADS C 01HENSIONS) SUUIli7 i=!7 Uv 'iFiUS . REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. i r_ ! + 2X6 03 HEM -FIR OR BETTER CONiTINUOUS STRONGBACK. ATTACH v) TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO 8E SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC." CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949, %,: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. D, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ! 2.6- 1.5x4 (R) 1.5X42X4 W -3X4 .5X4 2X4 q 4 3XE j.5X4AX5-� T5X + s?8, 4X12 - 5X4 4X12e. 5X8 21'Tl12 i OVER 2 SUPPORTS R-1172# W-3 "S R=1172# W=3"8 A '� PLT. TYP.- ALP C T TP 0/1/0/-/-/F Rev 17. ie sea t = u.cwu 0 0 0 0 0 o x*IMPORT'ANT) Wll'!'E u.cvxmw pw-t &- vu. STILL tzar ee movmmt rest kw WARNINGm,"sm "E m n'"a¢ cme IH WmXVa mcinu A"0 SSlQ�! TC LL 40.0 PSF "r! PSF REF R427--5560;__ DATE 08/16/9-1.1 aAALPIN oferuto' rxN Thi MUM BP Crtse VMTSCLTtaa. OR An' enAena. set mm-% of TDt, su trtls LEmai owltat BaKUD " �� ` vi, Ey TC OL 10.0 Cc C FLILUE IO MALO AQ lwss ID CPs'OiWIcG rrtsr =TM K tOt. FOR ACOMOULL SMIIAL F 0014mill- team 0It1MUR TWICA m TOP Q 8C DL 5.0 PSF DRW CAUW427 9322/3537 C=3 0 At7TIe coffutcTans ARC toot or 200.1 my. Srm ta;tjw xsm A44 W 0 t3®T AS ZMED. UPLY COt EGTp6 10 Fla rICI Gr -RC SMtta N LATOW.L1 MuCtD Mtu r+a�IL C Ll 0.0 PSF CA -ENG E.03,,,,/ oAro mates orw[mnst lLeC&U0 012 utIS MSICK MtIt10o. MR comuns t». tso t tecta -s. o2s'eu srtaCJTm M/4FA LAMA PFC11SIa3 CF = G TDI At) ET I*IA•S tt ATtAO[0 FLTH900 $W&T"l snot CHO"b r'rnf Fo(R0.T t`Trtp4e tgeto anus — sre ALFIFE Tl mC& wwrl "t"n lot prom C0438Qi0xwCt0ty5 * � '�!� � TOT .L0. 55.0 PSFCWtM 1.00in st4L:a na D,u'taA: APpUu To ntr ctwotrtrn pED]CM ttvm • oere+tl Twlatcanoa. IWWW A Cavy OF Tt,Ist Ql1T2251 t>nT21AC70R JYIL OURFAC. I= C. G G IC= otar'. 4110 stall m" Be memo wag n' AH► GT'e" nr. r—rol • In= 0.eTt trtSTITOTt. 105 • Ml t4TI00AL ct:Stett omat to'iirt tlTtlst sPW TMH FM V=CCt+5ltatnat 0 SPACING 24.0 • 0 . o: p: $TFt0E--BTR BLDRS, OE VORE1 FOP CHORD 4x2 FL': fl 30T CHORD 4x2 FL; #I WEBS 4x2 FL Standard / F4 SPECIAL LOADS ------------------------------ TC - 'FromPLF at 0.00 to BC - From -113 PLF at 0.00 to PLF113 PLF at 18.00 CONNECTOR PLATES OESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. FIEGIKUST D PROPERLY OA7TACHEDU�OSTHETERAL BOTTOMRACING CHORD AT 72'00' O.C. THIS DWG. PREPARED FROM Cos4PUTER IHPUT (-DADS G OINENSIDHS) SUSHLITED BY TRU55 REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. a 2X6 #3 HEM—FIR OR SETTER CONTINUOUS STRONGSACK. ATTACH: BESUPIEDSBBETOROaoNcearK MnTER111_ 'n PLYERCION CONTRACTOR. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS « •r;;. REQUIREMEMSPLATES IµCSB.OE RESEARCH REPORLED IN TC#2g49CE h'1TH T"i'E. �± NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE Uscc-- � UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. o REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. Q1�. I 1. a' -� 2' 8 1.5X4 � R-13200 M-3'8 C=PT oc C= op=pcl p ------------- — F Rev 17 On SCALE ^ 0.37 G P uac ON{� TC LL 40.0 PSF REF R427--39929 f4toViARNINR;mscs �E�NIMPORTANT14*A" "Tacit sleLfCFe AM acs+aJeleLE FW ANY "EOOtRe ESTADG YI 1410IOD. MC110" no �.r�. fY ^"TP TC OL 10.0 PSF DATE 06/09/9: s"ALL 1/9T It DEYfATIOH 004 IN b(S)GI,OD t1ESE EPECIr ICATMY6. CA Pit lNC111D. SLE NiDAt DY TPf. SEC IMS 0121" vuwutm GATM at � Q � � 'BC OL 5.0 PSF DRW cAusRa2T 33160: IAtLDRC W GUILD IHC IRV= IC LofOiwrCZ In IN (LYES v INTot ,tpM F,aoccyOa AFI HAM OF 2COA GAIr. Srctl NTLtnO A3TN EUIFC1RIOL 1 E LU O LLL BA THOICAt P roi owwwlfOft.ADOtt . L9j m O? C NIIN r+faFEa � Ll1ED5ML TSO. C043045 C LL 0.0 PSF CA—ENG E. 0 L^- Am CA tl tneeit A3 KITED. APPLr COITtEC10" 10 EIC" FUC Or Dfs1G+, POSItIaI sato EISILL KIII3. 1.1 ATTJIliA FLMOOD l/Eli"llq, TICIICN CINlID NICID CEILnq "Stt 6-3"3 t roT. Lo . 55.O PSF IIIII� 11110111 ��III I Iiflli TRlS3NOVIIL[SSvis ?RL" AID OLA oal+llcl 190 1» t IOOA•F. DESIGNt.T00 MIII" ft PER DRAlt F/IO'lIGIC1R lC NOS t T►t- L! Efulm A'! p-OLY AIIACHM ALPINE getW IL UPCAIC n/1/ill FCI1 PATCF "W"S" A L'Ca OF iHls * � DUR.Fac. C 1-00 CDwCT S£AL al iNI3 OplrfluN I9PLI[s t0 UfE CdY'OOCtit OCFIC1ED IEPE IFO! pAMILL APPLICli1Cl1, "t IOM 1CVrSTi1CT1O0 �• fJ `� SPACING Of C 12.0- 2 . 0 ----- 111 d tOl •�0.tsS Pl A][ [NS TE, •ulVilxlfAt]oluL t!S]pI1 '.OECIi[CU 10:1 FOA WOODto j, . •r•�3 iir�' IBTRDE--BTR BIDRS DE vDRE1 to :TOP CHORD 4x2 FL !1 'BOT CHORD 4x2 FL 61 m WEBS 4x2.FL Standard m1 o F7 ;ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7,3.3. CANNOTWN. 17 AS SHOUPSIDETDOWN, TOP OFTRSSSTRUSS IMUSTLBEDMARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A1D3 AND A104R FOR OVERHANG DETAILS• THIS O, G. PREPARED FROM COMPUTER INPUT (LOADS & DI]IENSIONS) sWHI!TED at' TnV--, `f? REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. + 2X5 !3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH J TO EACH TRUSS BE SUPPLIED BYWERECTIONdRONGBACK MATERIAL TO CONTRACTOA v' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00'. CONNECTOR REQUFREHENTSAOFSI CISB.OE RESEARCHOIN REPORTC�2o ACCORDANCE 1ITT}! MUSTGBE PROPERLYOR CNTINUOUS ATTACHED 70 THETERAL BOTTOMRACING I 2 -00 - `CHORD. !o•s° - 1 2x4 g 1.'3X4 5X 5X4 X4 5X + c� ' b m ~ 4X12 .5X4 - a OVER 2 SUPPORTS R-10726 W-3"8 �.1 GN CR T TP m T . TYP - A N %iARNi NG`""�' OFOURRE £f U E CAG£ .i i43(IhSPOA TANT*W'L'Et,<ElcnEtn[D p(BLE . tra ]rl w+n1tl>" Eoccrim Nn O C SNlll IIOT BE aESpOtrSIEIE fM l+lf N"1 p t= O C OETIATI011 Frcw lits D£SIG" OD rwsE SFECIr1CMOM OR W r NWICD. SCI MiD-9l Or Ipl. X[ iH(S 11E7ta1 C G o CI rltlNpE TD Bu1lA IIrE 1prss llt c[Di09twlCf r1 tM 001BI DY 1pt. FW tCOtT10191 S>'[CIK cFOswlEsi IYl7CIAC 1p K C7 C p G 11/6 DOC! f7CCIOMPl A ro1ED. FC �Att f COI lCIdb iD EACH fAEE a OODD HOLL BE 1LlcAlm IL sTEOALLI 8F =Oclepiffse 3 DRONER 0 0 0 0 a Q Imm F1L lrun OI/EM [SC lKll['0 W IWS D[s1aL igS[110R if ITIlOKO 7 A=TAC CftlGING. Iotrol CI101'O. ALPIN CWfEL DM FNA DOWNINGS 110. ,50 9 100R -F, DEslal STY77l� m . rlilc Ftt p[0.7 Stt/DED RIO70 CE7l tog -- ca C= a cOri0W1 KlAmIcAm pAwlistolls Or IOC C 1pl. Ll KMT1EfR•1 00tis leti4aCAL 1A7S1E fT/11911 /071 Gpt'i[R p TRU p EESI OR IN]% OWIP" spPL1 Es [9 T!! C010 I WItTfD fCllt OlAlll ApPUCIMW pEC130a L COp! Of IO IH1i C O G C ttl� p'1 �wWSS10.lT[ KTIIUIE.I1C0 •,31CIJ 30 1gtl IIIitOW L1ESItr1 IpECifI[4t Of NOR 7rJDO 10011SiWGTIDI� 4 t g ' -------1 .5 X 4 --� __5X8 2X4 _ R''- 107?.ti- W-3"8 _ F Rev f 7.0n -SCALE'_- 0.3750 A � ( TC LL 40.0 PSF REF R427--39928 TC DL 10 . 0 PS DATE 06/09/93 A 8C DL 5.0 PS aR11 CAl]SIi427 1.1316050, r Nw C043545 C 1_L. ().0 PSF CA -ENG E. D •'"v ,,i!! ! j E.p, e•sava * 'oT.la. 0 Psr IIIUII�VI�I���I��Illj�ll�l x c OUR. FAC. 1 • 00 �r1Fp �1 SPACING 24 .0' MTMF--RTA RLORS OE YORE) I F7A TOP CHORD 02 FL 01' BOT CHORD 4x2 FL 81 WEBS 4x2 FL Standard v CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE-DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 0 U U) U N 2X4 1.5X4 (R) o --t �z R=10608 W-3"8 THIS OWG, PREPAAEO FROM COMPUTER INPL1f (LOAOS 9 DMENSIONS) SVOIALITEO BY ft;U°-S 'fT- _'1 REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL -70 BE SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITI-) THE, REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. } MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ?i 10'6" -- S.TX OVER 2 SUPPORTS *IMPORTANTLW � aESP"IIDU Fo ;t"' fVAHIVI�IG�°'��`1,9LIM EAMUM3 �i110 OC1rWMI r00N TMS OES16M OR mse SPE$IrrC nws, 011 AYf 9PAQtlO L6E )-t/-01 a' TPI- SEE IMS tFSlto FAILIK 19 90tLD IM MAI ltl CMWOMJACE RM 93790 Lf r%. EON A001114R0. SPM7AL KlWmEtit SPUVAS Q APtvE 074MMOtS ARE KAM OF 2004 6ALt. STEEL 34MrP3e ASM 11MACRIllf-' VILIMS CUMOYtSE r001t:ATM TO► 1443 SR 9 CXCEPT AS WfE0. APPLY C014UTOIS IO EACH Vice h am wou. BE ulmkv BRACED nTH =M ALO URESS OTME-KM LOCATED OI MIIS 0SSIM M9113011 Lr XMI34M 0.TE000 9MATH1ut, 90770" 1710110 03U=rV" PM O UMZ;S 130. 130 t 1608-r. OFSI6T1 STAuWA10S NnW POGFOLt AttAOED R1510 CETLITO — SEE Cola a Y/APp"CIBLC PA711"C"I OF ICS C rpt. 12 1 @f344MWIL ALPINE TEO-MCAL t00A1L tf/1/9Il roR Mt{ilt11 EAL Stai fm 0PA"90 APELIE3 t0 TIE CcwohEttt C[PILtEO HERE OW PIAL PXLXAT10M TRRY4SN A CM Of "M IN t10.T. Aro POLL lot M RELIED LRCM Iu lW OTHM YAR. OWN To Mor Tntesa Ve"cou eolltRA-^TON. C --Pt - TRUSS PLATE 118TOUrE, las - t99S RATSOIAL OE910f 9PK1rICAT30u FW HOOD =MTROCIMR R=1060f W=1"3 /-/F Rev 17. ie SCALE - 0.375C TC LL 40.0 PSF AEF R427--55597 S41 TC 9. e°yc TC DL 10 .0 PSF DATE 08/16/93 BC DL 5.0 PSF ORW CAUSR427 93US531 �. C043845 " BC LL 0.0 PSF CA -ENG E. D' Ga M1 * TOT.LO. 55.0 PSF lopilull(mNi OUR.FAC. 1.00 OFr►Li�� eoArTwr. 24.0" c Gc) ai PLT. TYP ALPINE - c= a o pARM6S o t� 0 0 0 0 0 THIS OWG, PREPAAEO FROM COMPUTER INPL1f (LOAOS 9 DMENSIONS) SVOIALITEO BY ft;U°-S 'fT- _'1 REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL -70 BE SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITI-) THE, REQUIREMENTS OF I.C.B.O. RESEARCH REPORT (2949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. } MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ?i 10'6" -- S.TX OVER 2 SUPPORTS *IMPORTANTLW � aESP"IIDU Fo ;t"' fVAHIVI�IG�°'��`1,9LIM EAMUM3 �i110 OC1rWMI r00N TMS OES16M OR mse SPE$IrrC nws, 011 AYf 9PAQtlO L6E )-t/-01 a' TPI- SEE IMS tFSlto FAILIK 19 90tLD IM MAI ltl CMWOMJACE RM 93790 Lf r%. EON A001114R0. SPM7AL KlWmEtit SPUVAS Q APtvE 074MMOtS ARE KAM OF 2004 6ALt. STEEL 34MrP3e ASM 11MACRIllf-' VILIMS CUMOYtSE r001t:ATM TO► 1443 SR 9 CXCEPT AS WfE0. APPLY C014UTOIS IO EACH Vice h am wou. BE ulmkv BRACED nTH =M ALO URESS OTME-KM LOCATED OI MIIS 0SSIM M9113011 Lr XMI34M 0.TE000 9MATH1ut, 90770" 1710110 03U=rV" PM O UMZ;S 130. 130 t 1608-r. OFSI6T1 STAuWA10S NnW POGFOLt AttAOED R1510 CETLITO — SEE Cola a Y/APp"CIBLC PA711"C"I OF ICS C rpt. 12 1 @f344MWIL ALPINE TEO-MCAL t00A1L tf/1/9Il roR Mt{ilt11 EAL Stai fm 0PA"90 APELIE3 t0 TIE CcwohEttt C[PILtEO HERE OW PIAL PXLXAT10M TRRY4SN A CM Of "M IN t10.T. Aro POLL lot M RELIED LRCM Iu lW OTHM YAR. OWN To Mor Tntesa Ve"cou eolltRA-^TON. C --Pt - TRUSS PLATE 118TOUrE, las - t99S RATSOIAL OE910f 9PK1rICAT30u FW HOOD =MTROCIMR R=1060f W=1"3 /-/F Rev 17. ie SCALE - 0.375C TC LL 40.0 PSF AEF R427--55597 S41 TC 9. e°yc TC DL 10 .0 PSF DATE 08/16/93 BC DL 5.0 PSF ORW CAUSR427 93US531 �. C043845 " BC LL 0.0 PSF CA -ENG E. D' Ga M1 * TOT.LO. 55.0 PSF lopilull(mNi OUR.FAC. 1.00 OFr►Li�� eoArTwr. 24.0" Job: OE aE) THIS OWG. PREPARED FROM COMPUTER INPUT ILOAOS & 01MENSIONS1 SUBMITTED BY T%USS m."'5. TOP CHORD '4x2 FL fl- u) l -u) BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard III a. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TOP CHORD TO BE 8RACED BY PROPERLY ATTACHED PURLINS @24.00. OC EUIASC BE RDIN ACCORDANCEWITH THERQREMENTSOFI.B.RESEARCH REPORT . A RIGID CEILING DR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLEC1"101 = 0.16 E:{rEi=irii VERTICAL LIVE LOAD DEFLECTION = 0.44 + 2X6 #3 HEM -FIR OR BETTERCONTINUOUSSTRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK 14ATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSSES TO BE SPACED AT 16.00' O.C. MAXIMUM, n; NOTE: THIS TRUSS MUST BE INSTALLED AS SH0VIN . IT CANNOT BE USEC I UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.'; to REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS, 2X4 N 1 .5X4 (A)-- 13' 1'8 -�-6 30.6° 1 .5X4 (R) 5X84 -3X4 4 i T5 + _ 4X12 - 5 2.5 4 4 i2 5X8 25'1'4 OVER 2 SUPPORTS R=920# W-3"8 8-9200 W-3"6 - - F Rev 17.1e SCALL - U._:TUt_J DE CR T TE LT. TYP - ALPINE -SIGN -1- IF�EII+IPORTANT*�DE ETN.DtFE 8 PomucTS Dc. WARNING'N's*' MOUM EETtENE CAM IN WrOLTUG. EPECTION OG SRO '1 TC LL 40 .0 PSF REF -•t27- 556():.. O = O [= O C= sN6LL tray EE Q!S+=E9Lt FCA AW ESE&ItoLss A TICSE SFECI M"I VI-PEAKU!t WISINACF9lCM K W. �y���c, TC OL 9 (? 0 PSF DATE 08% p C= C= ilOjIS FCAtEln TOFAN AttHlOs99 9Y 1DE. ECr KC..SE %f IALam Oy cwm ItDICA106 too �BC OL •O PSF ORYf cAtlsaaz7 s3zaes3s p GC=ILpVCC01KCFoos i C= C= Aa »Ct of 2064 GALY. SfttL WV114 AS1N "4S OA 6 D ZLVT AS VOTED. AmLY Ca.WOn To EXCH'FACE Or Os1KItxrs. CAOND stint Be LAnNALLY LAMED NEtN MOM t0. 03846 r � BC LL 0.0 O PSF CA -ENG E. QAte' O t= ALP INE C= o Tnlss AOD Sams oENEmtse IaUYED on 1mg Otsm roslnaD tptEctoELs i.�l aoArENcc 1)I 15o C 1sOA•F. OEstvl stAlA>AFE® CWaVoU WJPPUCASLE PNOYESIORS CP 103 6 IFI. AN EMIKER S t:Y A"w" F ."= S/EiLTNtib. 90"cN cw" mts FllooclaA LnAOEo at7t1 90 Fill - rac IVIN ICo WL UMAIE bIl/o1) ESN PY1014F * pp 63�9� * TOT. LD . 55 . O PSF I Ib 1 OO TRUSS TRUSS SFA C« Txts oUSI1L LPPLEES TO TIE CCEsyEENt DEPICTED IFIE DgteALL APktCtTML FVRISN A COPY CF TAa! Eo ?w Ipm BQTION CarroACTW. � !Yt` OUR. FAC. . s 'A C� C� t= ID DRILL IAT OE PLIED 1001 IN ANE o11RA NAY. DI olY. 1--1010011c MUM omm SOMPIC4TIM FW NODD C01OTNZIMI 0% 1.1� SPACING 16.0' .0 C= ,p-1vT • 1 PIITC Etisimm WS • L"I EUTIaIAL 1 F3A DESIGN CHIT TPI- P3A,; EecuRsvEo ramtr.2v, nr,, ANTI4 r� THIS DKG. PREPARED FROM COMPUTER IIJPUI [LOADS & DIMENSIONS] SUBM1 TED GY TRUSS rWi7 Jab (aiRDE--BTR BLDRS OE VORE) 0 0 0 0 0 1=**IMPORT C= O lot EE AE"ZnU F04 AM rus oaten w wzE spuirtcumm cP suf "vou04 EPEcn011 vacm4. XF MB -11 Of TPt. SEE min OES36R '4x2 TC DL 1 O . O PSF REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. > O C= O O [= 1= TOP CHORD FL 1' r0A A00E2wa SPECIAL CETYJ:A7,T Pte lto PC `~ O!g r �T BC OL 5 0 PSF N BOT CHORD 4x2 FL 91 OP OU1o'•1 m amt's! OR[A2tsE bommo, TOP 00 0 VAL iE LATEPILLT CPA= 0322 PWAVC4 NOTE; EXPECTED VERTICAL OEAO LOAD DEFLECTION 0.21'. I::<PECT[D�� BC LL O . O PSF � WEBS 4x2 FL Standard MRS Ate MUMS OT1GM15E LOUTEO OU uos CES3Slt P05ttt011 cCtTEXrM ►EA 01UNM 330. 310 L. IBIA•s. CES7Gt1 S141CAPM Y/APPUCABLE DA0.115t013 CP TOS A TP[ A•T 8'OVM'2 VERTICAL LIVE LOAD DEFLECTION = 0.57". =t Tot . LD . 55.0 PSF IIINIII�II I i l�llilll o TRUSS , COIFOM SEAL a Tvts Dun. APPLtes m nrt etwoma ertz Too we � CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE RECOMENOED CAMBER TOP AND BOTTOM CHORDS 3/E" AT MIOSPAN. n, i o 7.3.3. Cd15Tt 1D as TR!!5 rJaDCT ten C7LTAKTOIA + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH /—lpT . Ta3ss PLATE Walt w. LOS t7l1 tut tenAl [GlTEY TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. EACH RUSSYWITHERE3-ONdCNAILS.TORRONGBACK MATERIAL. TOSUPP a} �. ~-� BTO E TRUSSES^TO BE SPACED AT 16.00" O.C. MAXIMUM. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH !HP 11 w� NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEO REQUIREMENTS OF I,C.8.0. RESEARCH REPORT 02949. ;y UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" 0.�:. ~� REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. f `1 2X4S .5X4 (R) 13'1'6 ) 13']"8 Px4� 27'B" OVER 2 SUPPORTS Rw l OlA F H-3'8 R=1014/ W=3"8 LT. TYP.- ALPINE DESIGN CHIT TPI- P3A,; EecuRsvEo ramtr.2v, nr,, ANTI4 r� la3e.1 �ECU3 i VIA" CAgt %IARNING� Ans SSIQ b�! TC LL 40.0 PSF —j REF R427--55600 _{ 0 0 0 0 0 1=**IMPORT C= O lot EE AE"ZnU F04 AM rus oaten w wzE spuirtcumm cP suf "vou04 EPEcn011 vacm4. XF MB -11 Of TPt. SEE min OES36R �� �• �y'a��� TC DL 1 O . O PSF DATE 08/1 DRH CItU5R427 93?_2C53< O C= O O [= 1= CeY3A1100 ROH rAttVi Is multo rw TOOSS o, cmzonuwz Rta 7stea st m. r0A A00E2wa SPECIAL CETYJ:A7,T Pte lto PC `~ O!g r �T BC OL 5 0 PSF C C o o c2 ALP3K Coxweto" 0e 2AM C ?OCA My_ SIM AEIIT3Ta ASTH 1116 CI Y CCCEDT At TnTEO. ATILT coolc10ns 10 EACM FACE V OP OU1o'•1 m amt's! OR[A2tsE bommo, TOP 00 0 VAL iE LATEPILLT CPA= 0322 PWAVC4 r iO• 0043845 BC LL O . O PSF CA -ENG E • D •1,'-cl ;/ c o o o ALP INE o MRS Ate MUMS OT1GM15E LOUTEO OU uos CES3Slt P05ttt011 cCtTEXrM ►EA 01UNM 330. 310 L. IBIA•s. CES7Gt1 S141CAPM Y/APPUCABLE DA0.115t013 CP TOS A TP[ A•T 8'OVM'2 Lr ATTACWO PLTnIo gs;LTWEM 801"M CWO NE'N PAVEi0.T LiTA0i0 AIcm CMV4 ^ see ALPME TECIMICAL WOM t7/T/oU FOA PPOPas * E*, 63 91 * Tot . LD . 55.0 PSF IIINIII�II I i l�llilll o TRUSS , COIFOM SEAL a Tvts Dun. APPLtes m nrt etwoma ertz Too we awmx. ,PUCA T30R. F\pstlM A COPE OF,•TMtt f lylk r �� DUR. FAC. 1.00 SPACING 1 6 . 0' o IM OiT. ►lo SMLU tat of MLKC LVOn RI Ant oT.IQI taf. Cd15Tt 1D as TR!!5 rJaDCT ten C7LTAKTOIA '� /� t` 0 tl, CT4� /—lpT . Ta3ss PLATE Walt w. LOS t7l1 tut tenAl [GlTEY SPCCtrICAITOn r00 noaA COT61Ay1t1 tot • Cf O �. ~-� .•.(:,-; '.Inn• ..lATRnF--aTR BLOBS ❑E VORFJ / T3 TMIS NG. PREPARED FROM COMPUTER II(PVI 'U"I'iS C. I�iuc7�;p1151 SUBFI_?T t? 1+. ��+':•'_ TOP CHORD 4x2 FL $1 REFER TO DRAWING A150 FOR TYPICAi_ PLA.H- t.Gi ,1.TIQi9:" BOT CHORD 4x2 FL 01 NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION0.22'. .<<" yr. WEBS 4x2 FL Standard VERTICAL LIVE LOAD DEFLECTION -• 0.59". CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT M10SPAN. 7.3.3. t 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH L. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24,00" OC. TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO _ _ BE SUPPLIED BY ERECTION CONTRACTOR. v TRUSSES TO BE SPACED AT 16.QO' O.0 _MAXIMUM .1 �.. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE ':^II?i-? T!fE NOTE: THIS TRUSS 14UST BE INSTALLED AS SHOWN, IT CANNOT BE USED REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 42949. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0' REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. MUST BE PROPERLY ATTACHED TO THE SOTTOM CHORD. 13'3' Ra10239 WQ3'8 —27' 10"12 OVER 2 SUPPORTS 13'3" j 5X tRl ?X4�I ' X8 / l' S 8' R=]023# W=3" 8•' - y f cr'Al C PLT. TYP.- AlPINE t= O [� O C= [� C=3AR O C:3 C= O t= O O O t= N QHI F TP * IMPORTANT LP111E CIFIUECSED � 111C• 311 L rMT !E QWCrK>X" FTA AP alalia FPot tits Dames op iws( sPECIr1cArlam CA am saTLM TO W(LD nE TW59 1N CRFOWANM Still MISS Br TP1. rLPttle cDDAECTWS APE HALE or 200E 9ALr. SRL 9EVOU JWX GA a CYCEPt AS wTEfl_ APPLY 00MCCIOAS Io Set I'AM Or 140SSAMaLEsOTIE,MU•e LDUIM oD r1119 OEST6'L PC9t110uLf COOIE010af PCD Willies rte, %M C tSOA•F DESM SWDOMS N/APPLICDILE PA09rtlot4 rs 141 L TPt ut cnDEEA'1 niAa�r TADD sucL1IA1 8E PEALED tiODpl lylN7 OM>t MT.�E WARNINGmur' "sa"A"ocr*IE+1E "'� 111 M/CL1N0, EACOTtrr1 Ala MCIM. SEE STS -9i 97 Wt. SEE PUS CESIGH FDA ADDrTKVCL SM(AL PLPIRMIT MUC]IO W YIID�RS. vILEs9 DTIERAI SE DILCA TOP CHM 9WL M U7L1UlL+ OR10E0 T11N PADPEA 1trr+uED Icaco s1EATNtIG tTD1T1yulDno38A5 J"M 0001IVLT ATIACM0 Ali [D CLILIM — SEi ALPDE T o"ica t/OAIE "11/911 FDA MwEAo ClOfFALL�TIN59 EPECi1DN CQfTMCr011xT1 LbIW SS70 �� �• �S1 •/,o �y @ � 1^puee fiva 630!7 * Sr�� L��``L �J�� �Of Cf1`'�O `` - TC LL 40.0 PSF TC OL 1 0 • O PSF BC OL 5 O PSF BC LL O O PSF TQT.LD. 55.0 PSFII�1�1�5fRlllRllltll1= —j REF R427--55595 8/ 16/9-_ DATE 08/16/9- ORw cAU5A427 9a22953.'• CA -ENG E . 0 ?1 e., SIIc011FOR1 DUB. FAC . i . OO SPACING 16.0" "_I°I • TOMS PLAIE VISTI1VTE, las • tool 11ATWALL eta 1, MA-1AT10fi FO7 kcoo ccmIrj-CTr01t nnc nR vnRF1 / F1 J00- 10 -- TOP CHORD 4x2 FL ft BOT CHORD 4x2 FL #I WEB 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. THIS TRUSS MUST BE TOP OF TRUSSIMUST LO BEMARKEDBY TRUSS AS SHOWN. IT FABRICATOR. NNOT BE USED UP OEFABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG OETAILS. THIS ONG. PREPARED FROM COMPUTER INPUT iL0,10S r, 0(�IF STANS) SUBKIi TGO !I'r TAUS` REFER TO DRAWING A150 FOR TYPICAL PLATT t..jC&_11ONS. + 2X6 #3 HEM -FIR OR BETTER CONiii`IUOUS SIRONGBACK, ATTACt1 TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK Mh.TERIAI_ T" BE SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD TO BE BRACED BY PROPER;_': CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCC ',q1TH REQUIREMENTS OF I.C.B.O. RESEARCH REPOR7 A RIGIO CEILING OR CONTINUOUS (.fIIERGL PF,:':iANf' A - MUST BE PROPERLY ATTACHED TO T Hi ISO) I T. (' - ' =I R=678# N=3'8 EL r- 171 v1 m m m T. YP,- ALPINE— DESIGN CRIT TP **IMPORTANTI(1Eu°lt� COr,1tEE9F0 PR�T9. VA:. WARNING`"'"s RCO" ertme CWC O C= t� O C= d STALL IMT BE PESFSiSIP.IF "C"'-41 IU WOCl1HO, ERCCT t04 ARD Ur O o n = O"10,11IN FAOK THIS DESICH Oa THESE SrECTr ICC1 ICfIS. OA Atli BRlCltb. 5£E HIB -9f Bt SPI. SEE TN[S OES IG6 O O O retLLSE'30 BUILD IHC IWAS 111 CVFOPNV X KIM DSiBB BY TPI, FW 1007 T]OWL SREC71l PEASE 4YT ulBPAea.G At t= o O G7 ILPItIC CMWCTOQS APE mum Or tP;C QALY. ITEAL IMEI11A ASTH IIWEIETITB. LPICKSS OTTmwTxE Ir O1UIW. 10r 0 o a Q Lt46 c4 B LDCEPI AS WTCO. AMLE C010ECICA3 TO CA01 rAa 6 p1Dt0 SHILL tIIETuII'r eaArra Il7H PIIDPFA o ALP INE C= I`IVS, II° VACS6 019EPHISS LOCATED CN MTS OCSIC/E PMf Cc I LY AEteD® PLIPMOD SWAl""OL BOTt41 LPOAO o Q COIIFZTOM OCR Owl11aGs %30. L:n L ma -F. OCSIGH STUpAVC5 III IN PPmERY LiTAC[D AISID CaLIM -- SEt vmFOM B/FPNECIEILC PROVISI DIS OF Ips C CPI. IN "INEEA^3 1lDirE IECIIfICft WO►TE IISH A 1 rCA OAOPEA o TRUSS o stx w vas q Ax ur IPPLIE3 TO T,I* MWOMNT DEPICTED HEae DArrGLL APPLZATIOH fU+111H A COP/ v THIS t= la OtLY. Op SPALL ROT BC PELTED vOCH 111 17r OTHER ILLS. D61eH TO "V %mss CIECIIOH cwrPActda. 0 0 0 0 0 0 t._TPT . TEAAS PISTE IMTITUIE. 1439 • 190; HAtImUL CESI[II SPctlrICAIIC11I FN roan C—T-Cttw: 1 .5X4 (R) \ 2X4 Q3Xcz z R-6760 'q='%"C SSf TC :J, ol . f PSF Cc 5.4"8 -� 117" _ 5.4„8 <n 1 . ;X� �) 3 5X4 4 X6 Z: BC UL =: • 0 PSF C 0. 0043945 r '� BC LL 0 • 0 PSF w EIA 6.397 * TOT . LO . 5.7 . 0 PSF + z m X M � W f� W ,5X4 .5 4 Z CL 12'A* OVER 2 SUPPORTS =I R=678# N=3'8 EL r- 171 v1 m m m T. YP,- ALPINE— DESIGN CRIT TP **IMPORTANTI(1Eu°lt� COr,1tEE9F0 PR�T9. VA:. WARNING`"'"s RCO" ertme CWC O C= t� O C= d STALL IMT BE PESFSiSIP.IF "C"'-41 IU WOCl1HO, ERCCT t04 ARD Ur O o n = O"10,11IN FAOK THIS DESICH Oa THESE SrECTr ICC1 ICfIS. OA Atli BRlCltb. 5£E HIB -9f Bt SPI. SEE TN[S OES IG6 O O O retLLSE'30 BUILD IHC IWAS 111 CVFOPNV X KIM DSiBB BY TPI, FW 1007 T]OWL SREC71l PEASE 4YT ulBPAea.G At t= o O G7 ILPItIC CMWCTOQS APE mum Or tP;C QALY. ITEAL IMEI11A ASTH IIWEIETITB. LPICKSS OTTmwTxE Ir O1UIW. 10r 0 o a Q Lt46 c4 B LDCEPI AS WTCO. AMLE C010ECICA3 TO CA01 rAa 6 p1Dt0 SHILL tIIETuII'r eaArra Il7H PIIDPFA o ALP INE C= I`IVS, II° VACS6 019EPHISS LOCATED CN MTS OCSIC/E PMf Cc I LY AEteD® PLIPMOD SWAl""OL BOTt41 LPOAO o Q COIIFZTOM OCR Owl11aGs %30. L:n L ma -F. OCSIGH STUpAVC5 III IN PPmERY LiTAC[D AISID CaLIM -- SEt vmFOM B/FPNECIEILC PROVISI DIS OF Ips C CPI. IN "INEEA^3 1lDirE IECIIfICft WO►TE IISH A 1 rCA OAOPEA o TRUSS o stx w vas q Ax ur IPPLIE3 TO T,I* MWOMNT DEPICTED HEae DArrGLL APPLZATIOH fU+111H A COP/ v THIS t= la OtLY. Op SPALL ROT BC PELTED vOCH 111 17r OTHER ILLS. D61eH TO "V %mss CIECIIOH cwrPActda. 0 0 0 0 0 0 t._TPT . TEAAS PISTE IMTITUIE. 1439 • 190; HAtImUL CESI[II SPctlrICAIIC11I FN roan C—T-Cttw: 1 .5X4 (R) \ 2X4 Q3Xcz z R-6760 'q='%"C CIY11. 0���! OUR.FAC. . 00 - Of C�11i SPACING 24 .0 ATE 03/76%__ OR CAUSR427 9_`226529 A-�E((NG E. D ,, SSf TC :J, ol . f PSF RE i C OL i 0, C ?SF D D BC UL =: • 0 PSF C 0. 0043945 r '� BC LL 0 • 0 PSF EIA 6.397 * TOT . LO . 5.7 . 0 PSF CIY11. 0���! OUR.FAC. . 00 - Of C�11i SPACING 24 .0 ATE 03/76%__ OR CAUSR427 9_`226529 A-�E((NG E. D ,, Jot: 18TR0£--6TFL BLORS OE VORE) / F2 N 70P CHORD 4x2 FL #1 r' BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard Ii CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. RIGID CEILING OR PROPERLY ATTACHEOUTOSTHETERAL BOTTOMRACING AT 72.00` O.0 CHORO, �-- 2'6 2 ' 10 ` B —� m' -f 2 S 05X4 (R} I DA4 uvt}{ SUYYVM I Z R=3530 W=3'8 R=35318 W=3"8 m as _� ALT. TYP.- ALPINE 0 0 0 o c= r= is O O C= C= QE= 0 0 0 a t= 0 0 �ALPIN f� c o TRUSS o 0 0 0 0 o c co THIS OWG. PREPARED FROM COMPUTER ITIPUI ILOAOS r DD?ENSIOVS) SUBMITTEU ii'( ?f_US REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. TOP CHORD TO BE BRACED BY PROPEPt." AITiV-HEO PURLINS 924.00' CONNECTOR PLATES MUST BE INSTALLED irl ACCORDANCE REQUIREMENTS OF I.C.B.O. RESEARCH REPOR. 12949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT C01NO) ii: is UPSIDE DOWN. TOP OF TRUSS MUST 6E MARKEt) BY TRUSS FtmSP!rlll— RFPFP TO DRAWINGS A103 AND AlOAR POR OVERHANG OETAILS. **IMPORTANT* �«Ar�' WARNIVG " o ]BE r4SPIMS(PAEr�a.1kC,COMIoa DETtATtbt nVN 7A15 OCS(G" OR 1]� SnCIFICAT(Of& CA AOferICn1G. $S Me -91 91 TP(. SEE TIS OESIWI rAMLIX TO EUIRA THE TPLSt 111 Wltro'Wirs IOTA Was Id Tot. r0v A00[TIo=L SPECIAL KPVAW?If SR=ne Rt /Epple WxECtOAS AAE riot Or 2DGA GALV. SIM KET116 AM" 9VtVVW"TS. "US OTWjW(sE'ID'mllm lop A146 6O 9 Mt I AS ITOTEO. LMI COftlECIOAS TO Excm rACE op C16SML BE LAIMILT O0)AXb ■IITI PFZM Tons JIM uAim 01"Em"SE Itc%TED QI 71,411% M1O Vt POStTIDH Lf AFIAOCe PLVADCO Sot1TM]NO- aOi104 CNM CC2=tVB M CpA izs 170. M t TOGA -F. fESMIl SMOMS ■JIM PQCC LT ATTACACO Alr I0 CETLIum — Sit Cq,oPy aflpj. ICAMA P"ISICf6 OF IDS R TPf. 7N CII9ttl27f'S ALPIt1E tECIttrim 1POATE ITflm" "a PAtPEJI SPA OR R(ts owifun im JES t0 rK CCtgwcpf CEPIcleo mm apmtx APPLICATICH. nRY7(SM A Ctif OF, DDS Itil CrLT, JM SWLL OOT WE MUD LA71 111 AN OnOI IrLf. OESnTa TO TK Toms UCCT tom ctmjrmCTtf(. V SSlpy� TC LL 60 . 0 PSF 4IRREF Rpt27--55'3So Cy frg TC OL : U . 0 PSF GATE 08/ 1", BC OL • O PSf ORYI t Austlez7 193Z-05.401 . Cpt3a15 r A BC LL 0.0 PSF CA-ENGE .DSA . Tjy3091 TOT L0. 55.0 PSF \�* clyll-�� OUR.FAC. 1.00 IIIII�IIliS•t1��IIII i OF SPACING 24.0' T UAVI T foo; (8TR0E--8TR BLORS OE VORE) / F9 TOP CHORD 4x2 FL di' BOT CHORD 4x2 FL f1 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24,00" OC. (TRUSSES TO BE SPACED AT 16_00" O.C. MAXIMUM. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS ❑WS. PHtYAHtL) rHuaa 4UAIruICn 1I rul 1Lunua d u,muway..�I IM REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.19`. EXPECTEDVERTICAL LIVE LOAD DEFLECTION = 0.52". RECOMENOED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIOSPAN. + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONSBACK. ATTACH � TO EACH TRUSS WITH 3-10d NAILS. STRONGBACX MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. ru N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" D.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 .5X4 (A) — 4 -( 2 OVER 2•SUPPORTS R=985# W=3'8 R=9850 W=3" B C n` dr rw 1 .U!, le.. 41 PLT. TYP.- ALPINE DESIM CRTT TPI -CAI-0/1/0/-/-/F Rev 17.2e SL.ALt-V.e:)Vv *IMPORTANT*wt'-V TttiaMEqC.D a'QOCt M MIC. WARNINGIOn'E'c"u'recx'pM4E uwt JIM) $$to H(� TC LL 40.0 PSF REF 8427--55604 DATE 08/ 16/93 0 o a o 0 0ATSUSS o s,,LL 770, BE 4ESMISTOLE FOO Awt CUtA,tCN Flip/ � CESTEO oa 9ME SPEWICAI-]005. OR AUF w BAOCLIr%L "C"11011 SPAC109, SEE MCS -91 By 1P7. $a=E TNIS OESI91 ��'� yl, p� tty TC OL 10.0 PSF DRH calrsRaz� s3zzes3e 0 FAIIDDE 109v[Lo TRE mass la w3waswux atom.3stes of rrs. MAOoIT101aL SPSCTAL PuuwOr, BRLCIOG Rt ItNETaosE DOICAtM TOP y1 ya c y BC DL 5.0 PSF C= O ALPINE c7alEcroa A4! 1mAat,cr atGA cava rt>$ 1¢ETM ASTN A" sa 8 LSCEPT AS NOSED. Onf CoriK]ORS 10 EMU F&a EF 0utxxens. KUSS OLIO SAALt BE LATEOALLI Omm MIT" aA Tn r D 0.0 PSF Si.. CA -ENG E. D.CO"0007pa's miss $to cause OffuKut Loc.7w 0a nae 7L5169. PWII CH LT AfticKa oLT%VOO SMADR(p BOTTOM twro Alt'CsKD RI.Ta CETLIIs— SEE 70.003384LL 55.0 PSFUO PER 02011CS 130, %5C G IOGL-F. UES= SILMAV" ■ITN PPOPEALT 3491 * TOT.LD. tx7nrvPN Ir/APFt ICLSLE FROG tsj" Or IO9 L TPL. AI CWInC.LR•e SEAL pa Tw= COMM APILWS To 7TIE C01610=1 oErTClea � ALPIM TECMRCAI tpOATE (71VOa FcA JPOPEA``7JJUISo p11"au APaaavOM. r1AaOSN A COPY or TLaS ,pl ClYIL �� DUR. FAC . 1 .00 I UI 9 A I o m� o 0 o a IN DOLT. DO SHLLL wt aE Petita ww IN Ant 00ER NAY, M3M TD TM TIRM MCT1011 COMPACIOIR SPACING 16 .0 ° e t—TPI . TOusS PLATE Ia+SL1Ta1E. res - n79I aAT10SAt aESIG7r 71MV1UTION FW 0Oo0 0096TPUCT(CT1 Job: ,(6TR0E--BTR BLORS OE vO1t) / rya TOP CHORD 4x2 FL 01' SOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard i CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00. OC. (TRUSSES TO BE SPACED AT 26.00" D.C. MAXIMUM. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. rise n-.rr-- becoAnrn F1MM{ COMPUTER INPUT (LOAOS b DIMERSIONS) SUBMITTEO 0Y TRUSS )4FR -- - n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. r c NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.23'. EXPECTED p VERTICAL LIVE LOAD DEFLECTION = 0.61". RECOMENDED CAMBER TOP AND BDTTOM CHORDS 3/8" AT MIDSPAN. ru + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ,D TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO 1, BE SUPPLIED BY ERECTION CONTRACTOR. N Iu CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949, U' A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. 10 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o U a: U) L9 Z F .5X4 iR) Of Q W 3X4 i .SX4 f �l 5 4 H1.5X Rl 5X is 11. Q 5X8 4 T W�5X + 1 8- e' Z 1 4 4X32 5x8 4X12 3X8 EL 28,2..S.5X4 _1 OVER 2 SUPPORTS R=10340 W= R=1034# =3.8 ami� ^ ;:_ ., = PLT. TYP.- ALPINE S CRIT TP CA/0/1/0,/-/-/F Rev 7.1e SCA E 0200 **IMPORTANT*X"°yE "It"' °"0L" "'c' 1VARNINGTmxm' °Ea"� "�f� �1t A10 SSIp� TC LL 40.0 PSF REF F;427 --55605O O O O O O O O O O 5KnA. I01 BE °ESMISIBLE nP 411! L'Ev mm FPO( tpls outc?I Im wpm simciriCJ. im ip AUF 1p NAV0L710, EIECITOI NUCAA. SEE M E-91 01 TPI. SEE »dS WS150 �QTI. Il. Cy ! 'A s% TC OL 10.0 PSF DATE 08/16/93 O O _ O O FAUJM 10 01r11D TME fMZS a COIFOUloCE VIM Os180 01 Wl. A&DMIC Co1HESTDn AR NAGE CF MA OAi7. SITU- 1�EnfX &SIM rV+ ACGITIOIR- sPEC1A1 oT1a4EIR enAcree aE OU70MMTS. MMSS OIOERNISE (=CA'= IOP y� BC DL 5.0 PSF DRW cAuSR427 s3aas39 [= O C= O A440 Ba 6 tact AS W4ED. OKI C&tVV0 f 10 EACH rAM OF C1CI10 M LL EE UTEM11 BM&LEO Imit PWIER � � BC LL 0.0 O PSF CA -ENG E. 0.1 O o O Q ALP INE O O Aro Haas aMEll(isE Loc&tEo w TVIs otscclA oMI1xH Coy78um P1r GPAXINW M tS0 t 100--F. cutail STAIE6um Lr .TIAOED IL11OfO s1lE&TM11a. BarT1s1 o+t1D n1M tsmPEA-f &T1A,>" MGTo CEnlos — sEc C043B�S EIA & Mql * TOT. LD. 55.0 PSF II����II O OO TU�l, TRUSS O O =OWN r/AMMAGLE KOMI= OF ma T IPI. &I) FJMJlEm'S SEK OI wis cpsxl a vvy's TO IK COROA)IT OEPICTEO UM LLDIIE TFW11C&L LPGATE VIVO) N0 °P7PEP DBfKXL &PKXATIO/. FW19SM A CDPf of 1116 � �y� `! l'/ 1 D�. FAC. 1 00 IIIIII�III� 5 0 M t3LLT. Lm STVLL fW BE PEUED LPW to AHI OTKM KAY. :npt CC CM To IM[ T°I/SS [ECIION C01pAACTOI. > f' Of �`�tQQ'� ! 1� S'PAC N 16 • O G O O O O . TOOSS 0.&TE BS1110M WS • 1001 rl►IIOtAL MiGs SDUCI rIfillW FOR VMD CORSTOXTIOM Job: IBTRDE--BTR MRS DE VORE) / FS TOP CHORD 02 FL /f BOT CHORD 4x2 FL !f :Wf 4x2 FL #168et.: Q WEBS 4x2 FL Standard D_ CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00OC. iTRUSSES TO BE SPACED AT 16.00" O.C. MAXIMUM, , E USED UPSIDETHIS TRUSS DOWN. TOP OOFTRUSST BE IMUSTLBEDAS MARKEDOWN. IT BY TRUSSAFABRIOT CATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS ONG. PREPARED FROM COMPUTER INPUT ILOAOS & OLMENSIONS) SUBMITTED BY TRUSS MFR. n REFER TO ORAWING A150 FOR TYPICAL PLATE LOCATIONS. C. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.28'. EXPECTED a VERTICAL LIVE LOAD DEFLECTION = 0.74'.ro 1 RECOMENOED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIOSPAN. + 2X6 83 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-iOd NAILS. STRONGBACK MATERIAL TO Li BE SUPPLIED BY ERECTION CONTRACTOR. N ru CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE OD Ln REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. ^1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2'6"i 2X4 15'7"8 13'1"8 W. �j�i .5X4 (Fl I + !'ti' X 2 8 X4 5X82.5X4 29'8&4 1 OVER 2 SUPPORTS R-10890 W-308 m PLT TYP - ALPINE - 4 O O D C] t= p (D p p p p 'AntM TS Et11LO WrI IttbS TI: CopfW 010E e11M CSM SY Yt. OSWCTOPS ARE KIM OT 20" OAY. MEL M211M A9TX p c fl do o o a s VMS R0 LeUSS OrJUKESF MAIM OY THIS DES10t P05l"60 OpMz= M. I50 t ISa1-r. DMG/ S'uLai A! o * o ALP IN 0 Sal tN tats aue110 APFL IES t0 T!£ [GPJAOIT 0£pIOTEIt 9 IDT Be Pt1IED tD00 I4 AW O0o3t 3A7. 001, b M t005S EiliT10N COMWSCTOI. t �%p ,t O ��rC � 4� ao i`RUSS a 0 o DESIGN CRIT Tel 40.0 PSF **IMPORTANT**At011E t"'re"m ts=TSkres. aiARNINGI°`�Kvi °E0t1"d pecI1E e4e 40 EcTriWS H nt PSF SPALL MOT KRESPWS MILE 'on AO/ naWlat rRol IMs MSI&1 OP tFCSt SPECIfo lTI— w A01 oot Of iPI' see 11 tEsBM tifYiDa. S£! nle-ft 0t 100 1I01tI0to1 SPtL1A1 OF3�11ttBn BMC7X9 1! 1 'AntM TS Et11LO WrI IttbS TI: CopfW 010E e11M CSM SY Yt. OSWCTOPS ARE KIM OT 20" OAY. MEL M211M A9TX =MenS. IALm oneRNM ZWVCATM TAY �'` MADE A4M GI 9 DWI AS ']DIED- ADDI'I OOREOTOCS r0 CA04 "Ce a 0010 4411 EE' LATO AMI994 SPAttO olin TA RAPER lT At7A0CD PL/MCAO 9E4TIOlt1 EpItDN VleCD t VMS R0 LeUSS OrJUKESF MAIM OY THIS DES10t P05l"60 OpMz= M. I50 t ISa1-r. DMG/ S'uLai A! IOM R VMI AIT"WO ""D CMI ll — SES * .1 CrWS P q O1ofW1 7V1FR11101£ PPS/fs1oA OF tSS t TPt. 1H E1IJIIFEp•S NE71C 1lPOC If4e40l e►OAK Ah/9l1 F00 RIOPOt OR"AAL AaPlMa3as r•Aet[SM A CWf DF WS 4P. Sal tN tats aue110 APFL IES t0 T!£ [GPJAOIT 0£pIOTEIt 9 IDT Be Pt1IED tD00 I4 AW O0o3t 3A7. 001, b M t005S EiliT10N COMWSCTOI. t �%p ,t O ��rC � 4� MAAAM SHAM h A • TOM 0.18 DaT7Ttl1£. , cors•1991 I4tr MAL 0tsl 9PEcmCATMN RM eon COAlau=ON: m F cG i .5X4 (R) T �8. 5X8�� ., [e SLIM �. R=10891f A 3iQe e ,G e•,r , TC LL 40.0 PSF TC OL 10.0 PSF SC OL 5.0 PSF SC LL 0.0 PSF TOT . L0. 55.0 PSF DUR.FAC. 1 .00 0' .Jmhc [BTRDE--BTR 5LORS DE YORE) / FS TOP CHORD 4x2 -FL #1• BOT CHORD 4x2 FL 01 : W1 4x2 FL #198et .: .� WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACEO BY PROPERLY ATTACHED PURLINS @24.00' OC. iTRUSSES TO BE SPACED AT 16.00" O.C. MAXIMUM. , E USED UPSIDETHIS TRUSS DOWN. TOP OFTRUSSINSTALLED MARKED BY TRUSSAFABRIOT CATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. n REFER TO ORAWING A15O FOR TYPICAL PLATE LOCATIONS. c NOTE: EXPEITED VERTICAL AO DEAD a 0.28'. EXPECTED a a RECOMENOED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIOSPAN. 1j + 2X6 93 HEM -FIR OR BETTER CONTINUOUS STRONGSACK. ATTACH 0 TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. - N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. ^' MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. F �G 0 N� H 4 i .5X4 iRJ —� 13'1"8 15'7"8 W=3X4 1.3X q 1 .5X4 (RJ 4 5 4 4 -T ►� 1 + 1.118. zW T • e- LJ 8 X4 AX 4 4X12 X12 5X8 ,z, Fy 5X82.5X4 29,804 w t OVER 2 SUPPORTS R=1089.��i.�r Q A; j a R=1089(1 W=3'8 �T m �r* PLT TYP - ALPINE DESIGN CRIT 0 - - F Rev 17 je SCALE a 0.2500 C= o a o 0 0 **IMPORTANT* taiiwn;t` s��o,s scan; : WARNING",,,"`s atn�U FeCqe IttCHcuo S�O,y,_ TC LL 40.0 PSF REF R427--55598 o r= o t= n aTBrFOL twtlo Ti$�TAtS is coaxassro rrt�nEnostae By YC• RF 19031 R � SPELIX oPOWEII�sucim CE3u ��1� Cy�A4°TC DL 10.0 ASF DATE 08/16 /93 C=3 o SC OL 5.0 PSF ORW cAusa427 93228532 ¢ o a a a "0e aTnEerws aae woe a xoal our. suet t+BITtA ioTtc QaE>tlens. uaess oftt+twcs IEntdte0. W ' awe C LL 0.0 PSF CA -ENG E. 0 l��B W 8 EYl:E9T >ls mt®. 4var aw�Eetoos re ua sKc or am Sita ee "TO", BRIM wtts a+MEA 0 cm IN D G WoM °D VAM OrASKISF IOWED oY Tta! DESIGM ooslltot7 lT AftIOED PlM5B0 S1EtTWta LOTtDM oqn� a CM384S e OT.LD. LD. 55.0 PSF COMCTWE PEn op.. MS too. E50 a iwLf. Den= SuwmDs ItitN PfYSEPIr •tT1GEV 0twp ctaauo —SEE * 6)39T * Tfligp9l I O OJOFwt U/1FFLCtA tr PPRIEs10os 5 OF LC TM. m DnItge" UpDe 9120111 CIL OMIC ff/l we mMM oTRUSS o a SEAL to tats aueea AmLces TO TIE eGIPSTfitaT COX= tees Da cm o TiteUNM mots+4 cwt of nae Sl CfYll �� DUR.FAC. 1.00 C=3 t= t= o 0 0 M�--tFt •�wss aut aBE nmrc. oos •ED WOO INwi�T ikT�imu ocstet� Enna tw rw im0s ca+stmrnw� ' 0 11E0� SPACING 16.0' j ,"b: JBTRDE--BTR BURS DE VORE) / F6 TOP CHORD 4x2 FL #1 -ni 80T CHORD 4x2 FL #1 :82 4x2 FL #I&Bet .: WEBS 4x2.FL Standard n L CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4 1 .5X4 (R) �5 Xt K -3X4 2' 1.5X4 THIS DHS. PREPARED FROM COMPUTER INPUT (LDAUS s DIMENSIUHSI 5UUMIlltU UT inuos Mrl1 n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a c NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.19". EXPECTED N VERTICAL LIVE LOAD DEFLECTION = 0.50". m 0 AECOMENDEO CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIOSPAN. + 2X6 93 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO lI BE SUPPLIED BY ERECTION CONTRACTOR. ti ru NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEOM UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. O1 1.5X4 (R) 11 9A lC ---- 5x8 1 1 0 3X4 OVER 22 �JPPORTS R=13131` W-3'8 R=1313# W=3"8 T. TYP - ALPINE DESIGN CRIT TP A 0 0 - - F Hey 1/.ie sca t - u.-':)uu 0 0 0 o a o *i)dPORTANTxwLPmC1101WE9ED °"'°°m IV. sw.0 t61 BE V$&vC#.VJ E rba AM WARN INGT4°�"`QutRzmDE`0`9e 1a H4D1I94 valrim MD SSIQ,�,k ,l TC LL 40.0 PSF REF R427--55602 0AALPIN MyJAM&A FF09IRIS 0131911 9R TtEX smclrtaimm CR Awt OaAUSA. sE>E Hfa-st at Taf. set nas Conn AL ��� W C e ll �'/.O TC DL 10.0 PSF DATE 08/16/93 C r"URi TD G=LD Ut VMS IN MLnWl1KE sT1H a9rea W TPt. F0% A otml:AI W=IAL PE9asrs�'? 20=1 % Ml5E v6Tureq8C C DL rJ.0 PSF ORW CAUSR427 93228536 ALPVC CW=Toas APE awe rM m0A astY. STEEL t¢ano ASta "Ca a EYO<PI AS 16TE0. APPLY COw.EC10s3 r0 EUR rAM Of 0010M ra. wars UfW COO 9aL1 BE LArE*LLr 9PACIA fla" oR9ER BC LL0.0 PSF CA -ENG E.0 .o TRA tm rla6SS DrHM132 LMATEA w THTS 663191 FMTM PiTI cAaLTGftwpjn 13D. 130 a u s -r. a. am snlwROs ca,�+oraA d1aPLtuuE a+9vrstwn w 163 c Tar. lH Easptim•s LT ATTAOEa PLIN= SwalunA D91T01 PonJo afu TEcm m.Atlywma a im cmrw-- SEE arriE T[uruL uv0►IE hi1�oU na PR9PEn C0439t5COfouju 31 T.LO . FJ.e7.0 PSFc SEM. m TDts 0auuo wpuEs to nE awenar eE cno mm to Darnu ~txuaa. Fum3sH it carr 1w Has a CIYR ! OUR. FAC. 1-00 SPACING 24.0' 0 0 o a o o at Onto m n;'_a,,; .tTaa3a"tr r m m �if VAI MAL 11E1ftal9*13FWAMU ms .as rn)4AOW CINSWUCTTeA OF AA��� JOG: ID IFLYC--cIn ��un� - i TOP CHORD 4x2 FL 91 BOT CHORD 4x2 FL fii WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE-DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 2X4 2'6" 1-3X4 0.5X4 ' cure nuc CCFDACFr1 90nm rnmpi1TF93 rNDI1T rI r1S05 C n1MFNSrf1NC1 CI10.U11TFn RY TRUSS NFA n REFER TO DRAWING A1SO FOR TYPICAL PLATE LOCATIONS, n c + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. 'ATTACH N TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO m BE SUPPLIED BY ERECTION CONTRACTOR. a N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.�$ CONNECTOR PLATES MUST BE INSTALLED'IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. N - N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. cO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln w v 1.5X4 (R) 2X4 21 OVER 2 SUPPORTS R=1172$ W=3r8 R-1172# W -3"S T re• BUTTE; —/—/F RPV If 1B hUAI t' a O O O O O O x)FIMPORTANT**Lr!IE U�6DEE11ED FMD=&. 1110. 5"tA HDr CC PE a tea rat AR WARN INGPD°� DEalr16 E713"m un! IN WMXVR. EIECUOU ARD 31 TC TC LL 40.0 PSF "'! REF R427--55603 C=3 0 0 0 DEtrmiar roam txa amo1 eF IfeSS SPMrroCIi(Ob, OA Jnr eFAenn.:EE H1e-9I at SP1. SEE 11111 go=" FEIvwEn' OLLC1/C rE ��`. ` 11, C�r� � TC OL 10 _0 PSF ••%p 08/16/93 DATEE, W,(27 93228537 O O O O FUL041 t0 mill 7W T;LW 10 COGLOI►Ort£ rllf =M N 101. FOO ACDITIOUAL VaM WLeM ODaalse IMICA1EA TAP �� Q y., SC DL 5.0 PS O O - C= O O O 0_v" COm1ECtOOS A"C IOD! a EOGA DALY. SrM 1EVJA6 ASiO A40 W e Me" AS MEG. "PLY CO1tECtt m cD EACH TACE v 001FEW1115. Como s14Q1 N IATOYIAt SUM 111111 cODaEAC clrvlm r,. 0043845 ~ LL 0.Q PSF EG E . D �^ al I I�)�� o ALP IN O O DOSS VIG 10A.03 OrG"ASE SACLIED OU 9NIS DESJCI! M1/100 oraEeco�s Fta onAlracs r». lso t ceea s. DEs1en srlDDFcos OF unwOl�n ADEvu�D ON � eB �FUMEZ o !Y AttAJElEO RM1D seAt110EL eons y71x For�En* acra!>fn D1trD antra — sEs PFCM A cDa * �, �p17 it TOT . L0. 55.0 PSF '0 TRUSS O D UDGDG AFtmc IW CettRiE% a" C"rAEL1ufaunl�F%XWW OF slams OCC mN ccmw ca. �p,�' DUR •Fac . 1.00 cm I= o O C= C= IM Duly. ND SPAT runt m- AELm Was RI Aw OTMP FIJ. - . TOM alit f. TlTmr Ina . 1001 ILLu"YAL erarrlr con" 10,1K 2001TI AUCIA EOE 00 COUSI UClEa1 _ _ ��� __ _ _ •C 0 SPACING 24.0" 'w;' iBTRD£--8TA BLDRS OE vORE) / FA TOP CHORD 4x2 FL f1 BOT CHORD 4x2 FL f1 r, WEBS 4x2 FL Standard SPECIAL LOADS__ _ -------------------- to PLF at 18-00 PLat 000 BC --From TC -'From113 PLF at 0.00 to 113 PLF at 18.00 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. HUSTGBE PROPERLYOATTACHEDUTOSTHE TBOTTOMRCHORD 7`7 72.00' O.C. GD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFA. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2X6 #3 HEN -FIR OR BETTER CONTINUOUS STRONGSACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO n BE SUPPLIED By ERECTION CONTRACTOR. ru TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE y REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 1X2949. cn NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE L1SEDO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. LR REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. ED I 8• '-Ij--- 2� 8� i. 5X 4 R-13200 H-3'8 0 o p C 1= 1=31 C p p p C t= p p C p• G C o pALPIN o 0 C=3 TRUSS p C 0 o I= o o p m e' R COUNTS. JILDING DEPARTMEN11 al -1-`i 3 �/ 1;J -/F Rev 17.On SCALE - 0.37' DESIGNP �*IMPORTANT>Fx"i'aE EAGItEETGtD a+lollC*1, �' ANY wARNING"00f17E EtTRDQ CARE Y! VAPO-i G. Maio" AND Op,(� TC LL +, �y OL 40.0 10.0 PSF REF R427--39929 PSF DATE 06/09/9: sAALL 1F0T es IILSADIISIOLE FOR OEYIATIGH 07`04 1NI1 DES16N OR TIESC SPECI►ICATryti- OR Nlf 1NCII6. STE HTa-vtSPEC SP[CIAL DEPIWiJIT gRIC,71L R[ SY TPf. SEL THIS OM TON fON ADDItIpLI y TC �/ F tt DL BC 5.0 PSF ORN CAUSF1427 93160: FA1l3GRC W GUILD INC TgUW 19 CC►10PWICE'1164 0Rte0 w Tot. KPINC COPIDCTon APs NAN 4r eCDA DALlf. SICEL NEEttla Lim cUlp lIfl9. ULE91 DTIC0119C INDICATI9, i0P Clara WILLLITENMLLT 104=0 111N PADPEA >A C043B45 CLL 0 . 0 PSF CA -ENG E • 1) ALIS OR D "oeP1 Al WED. APPLY OOIAEcto" 10 EACH FCC Or OTWJNISE LOCAMD 41 THIS 0fS16A, POSITION 'M tT AttADED GLOW SNEAT4I1a. 1101104 Cl/01D SE[ r`w 6.�q3 +� rOT Ww LO 55.0 PSF tplG1 "a IALLiS$ COIDCClio+1 PER DultNG1 110, 190 C 150A -F. 0E6I6s PAIDARGS go" N/IPFLICUAE PAO'l15IG1a NDS C I►1. LI EMIMM'S UM 1114 PPOPMI A1tACHED DISID CEILING .- ALPINE IESM MI'L WORK n/1/PII FCA PHO'(R OF IN1S . . * OUR. FAC • 1.00 u Illlltl IlflQl�l I ILII SEAL dl �1I1 GICM1 APPLIES TO DIEOCFitIED JACK AND SIIALL 101 AE DELUD UPON IE Auf OMA NAY. ORMLLL APPLICA1101.. FiR11SH L Rot 10 I7 C �� IT or C SPACING 32.0' III DMI. wicISM all ut i rom D Carf 1p—LET D(I ,—TOT • IRM PLAIE INSTIIUTE. Nos • 199L W30'Uti LES7BI1 �lCtf[CL110:1 FOR IA)OD COKTPItTIdI >. (BTii)E--BiR BLDRS DE VOREI / F7 N TOP CHORD 4x2 FL 01 14 BOT CHORD 4x2 FL Al m WEBS 4x2 FL Standard n. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -131 TABLE 7.3.3. LEDABCANNOT BE ED 14UST BE I UPSDEDONTP OFTRUSSMUSTBMRKED Y TRUSSFABRICATOR REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. Ail co -, (_ 1o•s" THIS 0". PREPARED FROM COMPUTER INPUT (LOADS G DiMENSlONS) SUBMITTED BY TRUSS )TR. REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. + 2X6 63 HEN -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH NAILS. ST BE SUPPLIED BYERECTION dCOMPACTOARONGBACK MATERIAL TO ru IV TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. � CONNECTOR 0.BE RESEARCNOREPORTIN C#2949. WITH THE H OF m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. ul MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. o cn R-10728 W-3"8 = O O O O H C O C3 �E_ 0 0 o O C7 U 0 0 0 ALPIN c o TRUSS O p p C O =�. WOEtf VICHEIRED wmDltn, TK. WARNING�"�teul��e cc,ltat DANK) o* IMPORTANTI+1 SPALL IMT W MESPOOSIBLE fm 1W at 1,T101, 1,(101, FFCN OIIS OESIW OD rHM sPECIf ICLTIOM OR — 9W-106- SC! HID�OI Of TPI. YC THIS MID" F►SUM tO BDIIO INE IPWSS III mFOPHOtCE rt M Was St IPT• LW AOptl'1gsL SP[LtAI PEIMATESD ORKINO R6 LLPIti CC OEC,OM AW_ MACE Of MI GWJ- SICLL "EfTIB Ass,, Culstpeuls. tkkm OtKPNISC IOOICAIrm 1Co -- SEE 11,6 DR O E=07 AS roTED. LPPIY COISECDDRS IO E,(M fAC! IX "Ib SH4L !E LLTEPALLI SRAMs R1Will'"'OOEP Inj" Ate L/L1ISS O(IEastSE LOC115O CH 1105 OTStOAI POst110O Lf ATIAOCED PLM pEAtHIMG. 50"C"50"C" CH CgtELTOWS PEA ODAI MSS 130, I30 t ]DOA -P, OESIW STA10MM IftTC Pfsy[PL7 ATTADEO RICIO CEILPr COKDPH IVAPPLICANA PWISSM S Or IDS C 18-1, Ll Cl/TT'tea" AL8-tIE In.RaC'AL LFO,tf I1/1/911 FOR PPOPER lsff A, cwt Or Mis SELL OH SHIS Owim APPLIES FO lie CO1PO111A1t O!?TCTEO IEAC OCltW 70 [ICDolViL CiTMbS C Ic1lOO COtRFI TOFL ... w.... ,w el"IL =7 W FILM Lotlt III All OTR, s,A. _ ___ Y•......-•.�w -WILDING Dr. - A _/F Rev i A .;._p. 750 OM41F TC LL 40.0 PSFFDATE 27--39928 TC OL 10.0 PSF06/09/93 BC OL 5.0 PSFUSA427 93160SD6 t Nw 043845 LL 0 •0 PSF CA -ENG E• D• -_ellp.e.�a f><�.0 oT.Lo. 55.0 PSF II�ull��lll��l�ll��l�l c OUR.FAC. 1.00 Of l SPACING 24 .0 ,lob: (BTROE--BTR BLDRS OE VORO I F7A Ln TOP CHORD 4x2 FL #I' BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard n: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 1.5X4 aD THIS ONS. PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SV8MITrE0 BY TRUSS MFR n REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. a c + 2K6 03 HEM -FIA OR SETTER CONTINUOUS STRONGBACK. ATTACH Ln TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO a BE SUPPLIED BY ERECTION CONTRACTOR.ri TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REGUIRENENTS OF I.C,B.O. RESEARCH REPORT #2949. ro N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. CD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U1 LJ 7 V 11Cr1 C .7vvrvn I l; R=10600 W=3'8 3' ` i G k.Otd�^c �"I 1 R=1060>g w=3"a ApIt? V 10 S(`AI F o n '47r -;n = O = [�PTRUSS. G C� O t= C a O *IMP0RTANT**11D1z* EMINXUD 1P0t'T1019' 11. SHALL 1 BE PESO"IaL.E POO Atl! 60 GO 4111 FAIL OEafa eDV(LDD ME TCTRvas E r9 III OR CMOPfVJACE Rta 1srrea ar fP1. "ttt O40 "009 ARE HAOE Ot Zoll. GWY. SrEEL ZOEEratla ASM A4a W S CXCEPI AS wreo. &ORLY cmicTao1 to fXH race h wase LLD WILESS OTIEMISE LOCATED al MIS DESIM P091TIW1 PEO ORUMIM130. 150 E le".F. K=6t Sm1OMM N/APPLItl PAQVISIaM 0r Na 9 rot. Irl IDOL EWS SeaL ON rHIS DPAInIG APrL1ES f0 T1E 11dP0aErn L'��TOEO "ERE IN Od► AM GtlLLI IIOI 1A: PEIt(0 LPOff III ANI OTIEA AIAT. WARNINGfWS9[! REa - EETNEIE CUTE UI NA7DLItrA ERIXT11111 Aa0 ll�a 59EECI-01 n K—MEM1�IU'r St0�. "A Xiaa02t, 01)(Merl9. MUS 09KPNISE o1DICtTE4 101' ciao so.L m LATEIIPLLT mumb, KiTN PKAYi Lf ArtAom 0.YA00D SMA1Wtl6. 601109 c""D SUN POPO"Ll ATYADEO MDIO CEILVO — SEE afWA.L APPLIGTIRN IVOKSH A CCPf 0I 7N15 ALPOE TT97QICAL LPOAIC b/t/9N F" PFW40ttU55559r�1�'I't15555 6(8104 TO OR /DOSS WCCT(Otl Cp6RUACTfR1. SS1D�` �yp�y� ff. ,.+ f?.0049845 Era m) �' "�A/.y �" ��` C OFC TC LL TC OL BC OL BC LL TOT.L0. OUR.FAC. SPACING 40.0 S0.0 5.0 0.0 55.0 1 .00 2A -O" PSF PSF PSF PSF QSFI���p�r'���DjIll, REF 8427--55597 DATE 08/1322 3 ORW CAVSR42793228831 CA-EbNI(GftmDE.�D//Op��� fit((Da0EVI'M5 �j►��LTrc6a 555511{11111't9999i�'r�77711,11{ 9-1Pt • TRIM PLATE INSTITUTE. FDS . t110t 41ATUML OES]Of SPF MIL1710O FfIA V= CO119TROC1rO4 Job: tSTRDE-9TR BLORS OE VORE) I F5 TOP CHORD 4x2 FL $1 LA BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard .1� OL CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS ONG. PREPARED FROM CONFUTER INPUT (LDAOS S 0I)4EtISIONS) SUBMTT£O BY TRUSS NFA 0 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, n c NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.16'. EXPECTED VERTICAL LIVE LOAD DEFLECTION = 0.44'. p D ru + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. La Iw TRUSSES TO BE SPACED AT 16.00' O.C. MAXIMUM., ru NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEOI) UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. LI S 2X4 N 1 .5X4 (R)—�� 13, 1"s 10'6 1.5X4 (R) 4 3X4 4 �9 + - 1e 4X 12 - 5 4 2.5 4 12 5X88 ! w�..'4NT, 'ate 25' 1'4 3L1Ii,. ( h'; ;;1-` ; 1 F OVER 2 SUPPORTS C; R=920# W-3'8 o gog20> w=3'B A OV PLT TYP - ALPINE D G CA T T 0 - - F Rev 17.1e SCALE - 0.2500 FC 1i� *IMPORTANT*ane EBBorlanEo m = WARNING" En's "�` MK..TIK.. ssrpb TC LL 40.0 PSF REF 8427--55601 [_ O [_ [� O C� AqYDc 1AT EE a'3o0tTl.ou 9J9" mrfunar MW TRIS "SE6tt aR nESE SFECIFEW10,1S. rR QII S EAECTI01t AW BOACItl0. SEE IaD-01 of 117. s¢ itr1S ff.Bip Vc9W1EHT OOACTHO uE ,� W. g�y� �'� TC DL 10.0 PSF DATE 08/16/93 O [_ C= C [_ O = O rAtLAt06 To Da1L0 THE tmss m =Fopumm Orth ams Dr TCt. ALIDIE CO129CI00S AQC YAM of I= OALV. lrEEl /mnAT ASTM ran Aa0tI10ML S.ECUL 0010PENT7. 44-tn U"vw SE DDICATmL Too � r„ �A{._�T 6 BC OL 5.0 PSF OAK CAUSR42,.7,L932285M O O O E= LUB OA S OCEOT AS TWO. ATpLY COu.EC10" TO MR fAW ar CNOOD guu BE "TFMLLY BUALEA KITH PROMA r W4 5 BC LL 0.0 PSF CA -ENG E. Uf^' O C=) A LPT� Fl r A p O O Tmm U0 tnEn OPETMISt LarATW 00 TH79 OEBINI MUM �A�ogs � OWN19OC OX 1W C TBOA-F. O IMI StA110 COIFDAIM JpRJ6ABLE Ir,0YES10r0 aP TAS i T►1. Au E0311EEWS Lt ATTAOED 0..MW 94UINDC DOTTCM CRM lits no0IMO ATTA6FA 611610 CCrLcaC — aEC AVfle IEC"CiL UPME WVOI FiR ►ROPER * � �9, * rot. LO . 55.0 PSF III o TRUSS t� SM 00 THIS buiu t0 UIPLEES To ate Cowonvt WnCTED Pot A/D WILL lot OE RLS® U tN V / 01lE31 ORI'. OMM DOCIALL AMEMML ar►11s11 A CO►f OF T1aS 06I6t r0 THE 'RUM scum CaN1RAcime THE i1Yi� DUR. FAC . 1.00 VIII i O Q C= C= t= t� DI QLY, a-.-IPT . PLAN E16 MTE IAB L4f1 144.& af4& yE r00 NOW ml6rmQx=7 OH 'c of 1.1� �ACINr 16.0" Jab.- (aTRDE--BTR BLDRS DE YORE( I F3A TOP CHORD 4x2 FL 01 C'J BOT CHORD 4x2 FL 91 WEBS 4x2 FL Standard 1` 0_ CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. TRUSSES -TO BE SPACED AT 16.00' O.C.MAXIMUM.j NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. THIS OKG. PREPARED FROM COMPUTER 114PUT (LOADS E DIMENSIONS] SUBMITTED BY TRUSS MFR. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. D c NOTE; EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.21'. EXPECTED N VERTICAL LIVE LOAD DEFLECTION = 0.57". p a RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIOSPAN. "I v + 2X6 P3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONG8ACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR, N IV CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Cn REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (A W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4 3 .5X4 (R) 13' 1•8 -! 13' 1 "8 ;- x� R-10140 H-3' 8 m m ti PLT. TYP.- ALPINE Ti. l �� TC OL 10.0 0 0 0 0 BC OL 5.0 cm Cmd3a45 r o [= O C7 E*- 6" * 0 0 0 0 (�0►Ci�l��\! DC�r1ur_ C=� c� ALPINE .a TRUSS 0 o 0 o 0 0 0 0 0 2706" OVER 2 SUPPORTS **IMPOATANTm*"� .1°`� �� �;;;- WARNING;' HL',D`,Jw� � An,` CRYJAII94" TKIS OESI91 CR THESE SMIFCCUNJI4 OP 0141 MUM4. SLE MIO -91 Of TPC. SEE WS MIC& FAILCFi n TItIAA Tw Tom OT cclj:gROMT Ct O4 gsMs Ai M. ron AOOCTCOIAL SPWAL OE ---T GUCIIR AC ALP11! axieaom ATe mix 17 noA oily. Sim 4@TIIe AS1M anoI161►S. R=m OR[4nm DotCATelk TOP "4& OI Y LZtmT AS ToTEL. X*L, COOECIONS to EAAI FACE CF 04" EARL Of LATEAAtLY aa=m 9322 PKOEE IPM AID IRLMS OTIeMME Lo^.ATED OO FlnS CESISL MUM" Lr JTTA0EB PLYMM PIELI'MM 801TOIt CFWll zVoWlYn PTA E4LrtTw Tao, ISO C lS1A•T. CMW SMICAPOS in t4 PgplMf ATTKIED 4ICM CEIL04 — SFC COFOM WAPPUCASLE PWJISIOIS OF WS t TPC R7 EMWEWB ALPII! VM TE DTE IT/Im FOP PP0PE9 SEAL ON T9(S Oo"= APPLCES W TK CCMOOEIO T'FFLTEO WEPE CRACCL APPLICATION. ARt4tSM A COPI 4F, IHSS CII crit. Am SALU ]ATT BE PELmo ]Foo to AOf OLEA WAI. "91 TO " TM93 tPID"MM CMITPACTOt. T rn R=1014# W=3"8` /�j� 4, D IG SS(0TC N LL 40.0 PSF Ti. l �� TC OL 10.0 PSF BC OL 5.0 PSF Cmd3a45 r BC LL 0.0 PSF E*- 6" * TOT.LD. 55.0 PSF (�0►Ci�l��\! DC�r1ur_ 11600' crel G � n aFnr F IDATE 08/16/93 1 to .m 0- JVy. 10. TOP CHORD 4x2 FL #i, BOT CHORD 4x2 FL #I WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24,00' OC. TRUSSES TO BE SPACED AT 16.DO' O.C. MAXIMUM. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 2)A 13.3• W -3X4 f .5X4 (A)./ . _V i -1 .1 OVA 9vA w R-10230 W=3'(3 Turs nWG_ PREPARED fRON C014PUTER I1fPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR. _ n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 7> C: NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION a 0.22'. EXPECTED In VERTICAL LIVE LOAD DEFLECTION - 0.59". a „ RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIOSPAN. ru t 2X6 13 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH w TO EACH TRUSS WITH 3-SOd MAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTION CONTRACTOR. N N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. L" Li A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. — 27'10'12 OVER 2 SUPPORTS 1.5X4 (R) PX4 UTT PLT. TYP. - ALPINE DESIGN CRIT TP Rev l i. Ie st:A a U. z0uu O O Q O Q Q 0 0 0 0 O C O Q O r= a O Q O ' [= j OALPIN TRUSS O Q C Q G7 O =m *)eIMPORTANT3fWL9,"r CLV'mrgm '=m IRC. SMALL MOT 8E QWCfrgTM# FOR IMT cute I6Y FPolt THIS amrGII OP twA SFfCIFIC1nam C" Am TAtLLCE TD BUILD TFL UQJS4 1M CLTSOPn7I.E MtrH UST68 9+ TPI. sL.tte t)OmFL� 9 Am MACE or ZOO& owv. srECL smErim imix A446 Gil 9 "CF 1ifTTD_ LPDLT COra(LIOt19 10 EADI flCl of 1"56 AM DKEW Qn4tR MG LDDIED ao r"19 DEMOL M9t710U PCO D9AMUIS G0. I 0 t l6W-F DES161 SIAtDNOi ODIIFORI M/APPLK19I.E PPO'T(L1Dt6 Gt WS L TPI Aet E1gQEEff77'8 SEAL 20 ON TAIA wu111 APPLE" 8! 10 1E0 ME CD IE OMM MAY. WARNING"° "s `sou pe "T" urs in MAIDLIMG. Eo7CTCn AID BpCIM. SEE "I9 -9t to tnt. SEE THIS �SIGp FM AWrTUNCL 5MML P1marVTT rUC3r1E 06 00[i0m . truss OrmtAts9 042icAtm ICD txOPD sttn.L IK 4l1lt1Alli BRICED tIM mmE" LT ATTAO4M 4TMLL0 SWANtW M.- emw3&t3 Irtt7l PPDPgIf At1Y.lED ARID c67Ll: -- . ALD71E TE04AUL I/pArE V/1/9f'OAFR'JOER^{�(�IIIII'I O[BiDH 1 4apnrALL �2 iTINS9 fP(CTI ON GQRAACrOiTwiS �Q �� �. Cy fy @ � r >0 * E1� }J * Lr��� L� t e��` Qf 11W TC LL 40.0 PSF TC OL 10.0 PSF BC DL 5 0 PSF 0.0 PSF Bfi LLaontECl6tf TOi.LD. 55.0 PSFtl�� REF 8427-55599 DATE 08/ 16/93 ORW CAUSA427 93228533 CA -ENG E . D Vit. �� I�l )III 5 9 DUR. FAC . � • � —AL.16 • D •—IP1 TtLK•. PLAfE ATS711UTE IDS - 1991 MTlQYi 0[SIVI GCfp,Ci[OV ScECIFICu1D17 FOI MCDO OS t• Job: (STRDE—BTR BLOBS OE VORE) / FE Lo TOP CHORD 4x2 FL #1' BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard a CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: INSTALLED AS IT CANNOT UPEDOWN.TP OF TRUSS MUST MAKDBTRUSSFABRICATOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 0 U N Z M w Li LJ Z M (D Z W W Z N CC 0- ti C9 5.4„8 + 117" THIS 0116. PREPARED FROM COMPUTER INPUT (LOADS 6 DEANSIONS) SUBMITTED BY TRUSS MFR. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, c + 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH N TO EACH TRUSS WITH 3-10d NAILS, STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR, n, TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC." CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE (o REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. r1i rU A RIGID CEILING OR CONTINUOUS LATERAL"BRACING AT 72.00" O.C. co MUST BE PROPERLY ATTACHED TO THE 60710M CHORD. 01 fu Lo 5'4"8 1 .5X4 (R) vA\o, , **IMPORTANT*EO`P`"w t hARNING 1`�CAREALL ESPa"SteLE"4MIC��, F k • .OVER 2 SUPPORTS R=6786 W=3'B 8=6780 W=3"B KT. TYP - ALPINE - C=) P N ti Q O . c O Qo O o 1� t= t� o t= C= �ALPINE� a TRUSS �' O 0 0 o O o t� avtATIW FROK TMIs OESIAP MES oP TI sPET:Ir 1cCl rem Iw Ant 6RICItA. SEE MIB -Y1 0T IDr. Su THIS 0M c rAtltiE SD (MILD IME TWJSS ill CVvopaAX KI IM CSIIID Br TDI. FCA AMMON4. SPECIAL PEW-10"BPAC' R[ 1LPINt CMMMDRS ASE 111UE Or 20GA cur. SIE.EL IEE11171) ►Sr" OUtEyem' L"ESs OTWOUSE IMlo IFA. TOP L446 SR a OICEPT AS AOTEO. APPY calIECIM TO EACH FNE OF oo* SW1 FP LAIERALL( lAACM IrTM P`IIWA Iryss AID VAIS6 010ENNISE LOCAIFA Cit NU OWN PWrt17A LY ArIAOED I'LlOMID SMA11fUA>. DDTrw CPORO %,".Oi PER OWAIAGS Lb. IEA L 1001.-F. OE9EGIJ STUMAPDSS 1111" PROPEP V ATTAIKD R1SID c"LtIn -- SEE CpFOW W1m. LICADLC PROVISt OIS OF IDS C TPI. AN DOIFIEER'S ALP1fE UXHne t IIPCIATE I mmi ►131 PAOPcs SEAL ON SMS OPArIT. APPLIES t0 LIE Cop"DAT DEPICLFA HEFE DRE11iLL APPLKAT IOM /UN13M A (API' d TM1S IU QA•r. AM S6ALL 001 GE PCLtED IMC" iK At" OTFER 1LL1. 00TSM ID TIE IMSS CPWIQI cOMrPACtllll. S�lpy� TC LL 40.0 PSF TC OL 10.0 PSF y SC OL 5.0 PSF pc 3045r C LL _0. 0 PSF Ex;L 6-3 47 Tk TOT, LO. 55.0 PSF ( D 00 120. atr��1E�\� CoArTNr -SCA L Ems., -.0.500 EF'``R427---55595 ATE,08/16%93 RW CAUSP427 93228529 A -ENG E. D �. Jolr- ISTRO£--STR SLORS OE YONE1 / t TDP CHORD 4x2 FL #1 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00` O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- -- 2.5' --I 2.10'6---�m'�'--2-�QQ,.-, '^^ UYCI'l C QVrrtm I -.IR=353# N=3"8 R=35319 W-378 0 0 0 0 0 0 aARij 0C=o. cm o t= o o c� --n ooroiCSn Rimm COMPUTER INPUT ILOAOS & OIMENSI00S1 SUBMITTED BY TRUSS MFR -- - - - E7 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n c TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC.D CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE b, REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEgn UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w IV REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. N CD LTI U) ' o b 9 COUNT 7 ► ILDING DFzPARTMF-N' P P R 0 V & SIGN CRT TPI L.A - - r "�� �• **IMPORTANT**ALPT1" twucmo Pararts, Inc. WARNING0LQ1� utcr3 m 44) N[CTf011 au TC LL 40.0 PSF sail uOI 8E R•SPOvs ELLE FCR Lrn OETEATI41 IF01 leis BESWU OR IIq=..E SPECIMATEW L 6R AIIT M IIL,OIII.O, 6FlCIIS- SLE NW -Bt Of TPE. SEE TKS ffiS1WI At tyQ�.` ' ryJieF�C/ TC DL 10.0 PSF rArltm TO EI11TA UK ?Pms In Lm11'crmiss luto cs16B Wt T9t. s00 AmillonL SPECIAL FEPWW?IT BRA:ctfa 10P � rBC OL 5.0 PSF ILPit! W11ECr0P11 Ott MCC Or 206A GAIT. SIM I MMM, AM A416 60 O EISEPT AS VOTED- LPPL1 C&PIEVORS TO EACH TAM OF OVIAI"KII19- U"n OTM=ESE 11RtCATm MAD SM &L B8 LAT"ttal BPMZb *Ira pAX*A COA S `- :a BC LL 0 . 0 PSF TCOSS LOO LOLUS OIPEMSE ttCATTD Qf TH." MILK POS1Tn" AEsiW STAIDOMS LT AF1404!0 PLWVo SKATMItIB. 801104 00" 111114 PoOPEFLT AITAmo MtaO CEIIILG — W * �, 6*091 * TOT LD 55.0 PSF COaax"m Pitt COA IMS in 750 C "OA -F. CCtnft IVMUUBLt PMOVISWU OF ITIS R TPt. AH QmtrjW'S ALPDIF tECM=XL L"411 17/1/914 FOB PPCP'tB —C-CDc C . . OUR.FAC. i-00 foul Qan rgis pj"nBOT LLESUE Troia di e I C813"ellex DHM ocsfM TO ixfatA�ass 7� �pR�\� OF CAS SPACING 24.0' .—tor • TPOSS OCA7[ ItSfITt11L ILS ISS1 uITiOILL DESfBR SPCtIFEGT101 IDR IIOOD CWnTPOUTIOM : Mandatory Measures Checklist: Residential MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be suoerseded by more sinnoent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures - §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. - §150(c): Minimum R-13 wall insulation to framed walls (does not appiy to exterior mass walls). §150(d): Minimum R.13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission two no greater than 2.0 Dermiinch. §118: Insulation soecified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and vnnoows between conditioned and unconditioned spaces oesioned to limit air leakage. b. Manufactured fenestration products have label with certified U-vajue, and infiltration certification. C Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs 1. Masonry and tactory-built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment, water heaters, snowerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storaoe tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenouextenor insulation (8-16 or greater). 2 First 5 fEet of pipes closest to water heater tank non-recrculatino systems. insulated (R-4 or greater). 3. All buried or exposes piping insulated in recirculating sections of hot water system. 4. Goofing system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. §150(m): Ducts and Fans 1. Ducts constructed. installed and sealed to comply with UMC Sections 1002 and 1004: ducts insulated to a minimum instatfeo value of R-4.2 or ducts enciosea enareiy within conditioned space. 2. Exhaust fan systems nave oackdrah or automatic dampers 3. Gravity venuiating systems serving conditionea space have either automatic or readily accessible. manuatiy operated camDers.. 6114: Pool and Spa Heating Systems and Equipment i. System is certifieo with 78% thermal efficiency, on -oil switch, weatnerprooi operating instructions. no eiectric resistance neatino and no pilot light. 2 System is instaileo with: a. At least 36' core oetween filter and heater for future solar heating_. b. Cover for outcoor Pools or outdoor soa. 3. Pool system has citecttonai inlets ano a circulation Dump time switch. §115: Gas-fired centra turnace. Pool heater, spa neater or household cookino apptiance have no conanuousiv burins phot uoht. (Exception: Non -elects= cooking aDpirance with pilot < 150 Btwhr.) Lighting Measures § 150(k): 40 iumenswac or areater for general lighting to kitchens and rooms with water closets: and recessed cenlnd fixtures rC iinswation coven approves. DESIGNER I ENFORCEMENT COMPLIANCE STATEMENT This certificate of compliance lists the building features arid performance specifications needed to compfy"with Title 24, Parts 1 and 6, or the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When ihfs certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Feawres/Remarks section. Designer or Owner (per again" s ttiroteaeions gone) Name: Tide/Firm: Address: Telephone: Lic. . (signature (date) Enforcement Agency Name: Title: Agency: Telephone: (signature/stamp) (Cate) Documentation Author. Name: Title/Firm: Address: Telephone: (signature) Certificate of Compliance: Residential Address Documentation Climate Zone 11 Buildin Qxait ft Checked By / Date Enforcement Agency Use Only B LM,DING SHELL INSULATION Component Insulation LbcaiiorXommenu Type R -Value (attic, to garage. Nps -c. etc.) Roof ........ Roof..... Wall .............. . Wall ...........». Floor ............. Floor ............. Slab Edge ....: _ FENESTRATION Shading Devices -Eenestration Fenestration Type Interior Exterior Overhang BL91DING DATA Area (sf) Conditioned Floor Area ZS�� Number of Stories North North Slab/Raised Floor �(�lp Number of .Units Family Detached (SFD) [ ] Addition Alone East South .1/1 Q%4 L K Single West (] Single Family Attached (SFA) (] Existing Building Skylight [ ] Multi -Family (MF) (] Existing -Plus -Addition Tntol r1 East B LM,DING SHELL INSULATION Component Insulation LbcaiiorXommenu Type R -Value (attic, to garage. Nps -c. etc.) Roof ........ Roof..... Wall .............. . Wall ...........». Floor ............. Floor ............. Slab Edge ....: _ FENESTRATION Shading Devices -Eenestration Area Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (roller blind, etc.) (shKk=VM etc.) fyei/ttoj (metttl/wood) North .1/1 Q%4 L North ( ) East ( ) East South ( ) South ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering (slab/exposed. tile. etc) Area Thickness (SO (inches) Location/Descriotion lrmjr tihnmc.)_ 1 r, W12 HVAC SYSTEMS Mirimurn DuctU Type (furnace, air Efficiency Location Duct Heat pip conditioner.henptun)a) (A.t-UE,SEER.HSPF) (attic, etc.) R -Value Thermostat Tyne (sRlit or nku) 490% =c Ass.. MR&W. SPLIT ,11114 4C a — / Adz -Z— SmR HOT NVATER SYSTEMS Tank R Value �ystcm Type (storage gas, etc.) Car)acity Number Energy Factor Ext- Tank TnG_ T); et ri h„r; l; SPECIAL FEATURES/REMARKS Point System Summary: Climate Zone 11 Point Scores 1. Ceiling Insulation 51 or _ '+ Duct Efthc. (1 awry: R•v ue [ 1 u -varus (0.026( I 2. Wall Insulation or HSPF 1SIC? or SEER 110.01 Duct Effie. (1 story: R-value[1 J U-varue 10.0651 O 3. Raised Floor Insulation Point Total: or 48 Inwiation in Floor R-val [] U -value 10.0371 2• 4. Slab Edge Insulation R•vaiue or Energ� (0.531 Ext Ins. -value 1121 R•value 101 F2 tactor (0.75) -58 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) (Yj Energy Factor 6. Fenestration Heat Loss lytic t A t s! r% U -value (0.651 Total X Fenes. (1 j Sum 1.6 Fenestration Heat Gain % Fenestration SCshade open Eff. % Fenes. Shade Eff. Ratio North Ztd? X G[ g = Z.O IL 0610 East X = South I _X = QIt West X = t ?i Skylight O • X psto Overhangs? ( Y / N ) 8. Interior Thermal Mass or x state (2oJ Int Masa/CFA 9. Exterior wall Mass Ext Wag Mass 10. Heating SystemX -72 •57 Adjustment (01 •7 -6 or AFUE HSPF Duct Efthc. (1 awry: Effective AFUE 11. Cooling System (713%168 J 0.63: 2+ s ry: 0.881 X t It 7 = or HSPF 1SIC? R•19 SEER 110.01 Duct Effie. (1 story: EHecohre SEER f/ Distntwtion 0.81: 2+ story: 0.871 Point Total: 12. Water Heating 48 Inwiation in Floor -38 System t"° 2• -27 R•vaiue He Type (SG501 Energ� (0.531 Ext Ins. -value 1121 Auxiliary Input [Novel System 2 -58 -52 -j7 Heater Type (None] Energy Factor Ext ins. R -value Auxuiary Input 1. Ceiling Insulation4. Slab Edge Insulation. _ Ntartler of stonea.i;lj + Number of Stones R -value one J Two r. ` ' Tutee ` R -value One Two R-0 -74 •48 -27 A-k*'R-0 0 0 R-19 -5 -4 .. '-2 R-5 6 4 R-30 -1 •1 0 R-7 7 4 R-38 0 .0 _4, 6. Fenestration Heat Loss 2. Wall Insulation - Zonal Control -72 •57 Adjustment (01 R-11 •7 -6 ZonabC.araw R-13 Adjustment 101 -3 R-15 -4 -3 -2 R•19 Distribution y 0 Istel f/ Distntwtion ; - Point Total: -55 0 5. Inriltration (Duct Air Leakage) 2 2 Ducts to Uncondittwed Soave 0 No Ducts in Unconomorim Space 3 Situ Single- LA-alue Family Family MuBti- Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to t0 to 10 to to to or R-0 -72 •57 -43 R-11 •7 -6 -4 R-13 -5 -4 -3 R-15 -4 -3 -2 R•19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation -55 48 Inwiation in Floor -38 -34 Numoer of stories -27 R•vaiue One Two Three R-0 -14 -9 -5 R•11 -3 -2 -1 R•19 0 0 0 R-30 2 1 less 507. 40% 35% 30% 28% 267. 24% 227. 18% 16% 14% 12% 107. 8% pore 130 1.20 1.10 1.00 .90 .80 .75 70 65 .60 55 .50 45 40 less -100 -76 -69 -62 -55 48 -41 -38 -34 -31 -27 •24 -20 •17 •13 -10 .77 -58 -52 -j7 -41 -36 -30 -27 -25 -22 -19 -16 -13 -11 -8 -5 -66 49 -44 -39 -34 -29 -25 -22 -20 -17 -15 -12 -10 -7 -5 -3 -54 -40 -36 -31 -27 -23 -19 -17 -15 -13 -11 -8 -6 -4 -2 0 -50 -36 -32 -28 -25 -21 -17 -15 -13 -11 -9 -7 •5 -3 •1 1 -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 -4 -2 0 2 -41 -29 -26 -22 -19 -16 -12 -11 -9 -7 -6 -t -2 -t 1 3 -36 -25 -22 -19 -16 -13 -10 -6 -7 -5 -4 -2 -1 1 2 4 -31 -22 -19 -16 -13 -11 •8 -6 -5 -4 •2 -1 1 2 3 5 -27 •18 -16 -13 -11 -8 -6 .4 -3 •2 -1' 1 2 3 4 6 -22 -14 -12 -10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 -18 -11 -9 -7 .5 -3 -1 0 1 2 3 4 5 6 7 8 .13 -7 -6 -i -2 -1 1 2 3 4 4 5 6 7 8 9 -8 s -2 -1 1 2 3 4 5 5 6 7 8 8 9 10 -4 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestration Heat Gain (based on Shape Eftecuveness Rano) iEtt Fen- eslra- North :87 r .67 S2 or to to more .86 .66 Sit or lass .87 or more .Sxn .67 .52 to to .86 .66 .51 or less .87 or more Sotto .67 52 to to .86 .66 .51 or less West .87 .67 •52 or to to more .86 .66 .51 or less Skylight .67 .66 or or more less 18: .5 .41* .3 -2 •21 •20 -15 -12 •26 •23 -16 -12 -36 •3 -23 -16 1 -50 16% _4 -4 -2 -1 •18 -16 •13 -10 -21 -19 -13 -9 •31 -27 -19 •14 2 -4d 14: -4 18 -2 -1 -14 •13 •11 -8 -16 -14 •10 -7 •26 -23 -16 -11 6 •38 129'. -3 2 -1 -1 •11 -10 -8 -6 -12 -10 -7 -4 -21 -18 •13 -8 100 -31 11% -2 6 •1 0 -10 •9 -7 -6 -10 -8 -5 -3 -19 -16 •11 •7 -4 •28 107. •2 +15 mOM -1 0 -8 -8 -6 -5 3 -7 -4 -2 -16 -14 •9 -6 -3 -25 9% =2 1 -1 0 -7 -7 -5 -4 -6 -5 •3 -1 •14 -12 -8 -5 -3 -22 8% t 1 t 0 b 5 d d 1 d 2 0 11 10 6 4 8 19 N. •1 -1 0 0 -5 9 -4 •3 -3 -3 -1 0 -10 -8 -5 -3 -2 •17 6% -1 -1 0 0 .4 •4 -3 •2 -2 •2 -1 0 -8 -7 -4 -2 - •14 5% -1 0 0 0 •3 -3 •2 -2 -2 •1 0 0 -6 •5 •3 •1 -1 •12 4% 0 0 0 0 •2 -2 •1 •1 i •1 0 1 -4 -4 -2 0 -1 -10 3% 0 0 0 0 -1 •1 -1 0 0 0 0 1 •2 -2 0 1 •9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 1 1 1 1 1 1 1 0 0 0 1 T' 2 2 -3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 8. Interior Thermal Mass Hasa Size (it',) Extent Method A (Slab -on -grade Construction Only) Pmeartc Wall One Family Two Three Exposed Ston Sum Stones Stories 0 0 -3 3 •2 2 1 10 5 -2 0.60 -1 8 1 20 12 0 7 0 14 0 30 1.20 1 13 1 1.40 1 . 40 11 3 21 2 13 1 50 18 4 200 3 19 2 60 7.8 5 5 3 3 2 70 8.3 6 7 4 4 2 80 8.7 8 9 5 4 3 90 18 9 10 6 3 3 100 Eft 10 16 6 Gas 4 kg -25 •24 -14 Method B +6 16 Int 8 Slab Hoar to Rased Floor Mass or Stories HSPF HSPF less -15 -5 Stones +15 mOM 1CFA One Two Three One Two Three 0.0 -11 -8 -6 -25 -1 0 0.1 -10 -7 -6 wA.41 0 0 0.3 -9 -6 •5 1 1 1 0.5 -8 -5 -4 2 2 2. 1.0 -6 3 .1 4 4 5 1.5 -4 .1 1 6 6 6 2.0 •2 2 4 8 8 8 25 1 3 5 9 9 9 3.0 3 1 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Hasa Size (it',) Extent Single- Single- Mufti Wall Family Family Family Mass Detached Attached Sum 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 200 24 19 14 10. Heating System Hasa Size (it',) Subtotal leu Houses With Ducts (R42) Water Han g 5.0 Houses With Ducts (R42) Sum of 7.9 •23 •17 Spin Patg Sum of 1-6 16 or AC Gas Split Pkg -25 -24 •14 -4 +6 16 AFUE HP HP or to to to to or - NSPF wsPF less -15 •5 +5 +15 more 787. 6.8 6.6 - 0 0 0 0 0 0 SM. 7.0 6.8 1 1 1 1. 0 0 8596 7.4 7.2. 5 4 3 2 2 1 900/. 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 126 18 Effective AFUE or HSPF 10 6 3 (AFUE or HSPF x duct efficiency) 14.0 Eft Sum of 1.6 16 0.87 Gas it kg -25 •24 -14 .4 +6 16 AFU 8 HP or to to to to or All HSPF HSPF less -15 -5 +5 +15 mOM One Story House -27 •20 -13 -5 33% 2.9 28 -62- '-53 -cid -34 -25 -16 407. 3.5 3.4 -40 -34 -28 -22 -16 -10 50% 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 51 5.1 -4 -4 -3 -2 •2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 A 6 5 4 3 2 1 80% 7.0 6.813-j 1 9 7 5 3 90% 7.8 7.6 •• 1916 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 0 13.0 126 16 33% 29 28 •69 -58 -48 -37 -26 -15 407. 3.5 3.4 -46 -39 -32 -24 •17 -10 14.6 4.4 4.2 -24 -20 -16 -13 -9 •5 -50% 600/. 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.D 6.8 9 8 6 5 3 2 90Y. 7.8 7.6 15 13 10 '8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Comma Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Hasa Size (it',) Subtotal leu Houses With Ducts (R42) Water Han g 5.0 SEER Sum of 7.9 •23 •17 Spin Patg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 •5 +5 .15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 120 11.6 8 6 5 3 1 0 13.0 126 11 9 6 4 2 0 14.0 13.6 13 11 , 8 5 2 0 15.0 14.6 16 12 9 6 2 0 2 1 Effective SEER 10.0 9.7 9 7 (SEER z duct efficiency) 3 1 "EER Sum of 7-9 10.7 12 Solrt-Tckg 7 •25 or -24 to -14 to -4 to +6 to 16 or AC JAC less -15 -5 +5 .15 more ne Story House Hasa Size (it',) Subtotal leu 1000 Water Han g 5.0 4.9 -29 •23 •17 -11 •4 0 &0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 -6 -4 -3 -1 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 16 0.87 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House Its, All ago 2 5.0 4.9 -35 -27 •20 -13 -5 0 6.0 5.8 -21 -17 •12 -8 •3 0 7.0 6.8 •11 A -7 .4 •2 0 8.0 7.8 -4 -3 •2 -1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 126 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No TO" Insulation Ntsnow of water t ls:ers Water Heater Tvoe One Two SG50 -2 -5 SG75 -3 -6 SE -5 -4 HP +•2 -4 House she Adjustment House Slza Adjustment Hasa Size (it',) Subtotal leu 1000 Water Han g than to Poen Score 1000 1499 30 -17 -5 .25 .14 .4 -20 -11 •3 -15 A •3 -10 -6 .2. -5 3 1 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 14 4 House Slza Adjustment House Sae (tt- sutxoral ism 2000 Water Haaorhg to or Pant Soots 1999 more 30 0 3 -25 0 2 .20 0 2 -15 0 1 -10 0 1 .5 0 0 0 0 0 5 0 0 10 0 -1 15 0 1 20 0 •2 25 0 -2 Zonai Conn-oi Adjustment All 6 5 4 2 1 0 12. Water Heating One water Hesur - No A=Mwy Credits Dlrnmtaon Syar-m2 Recte Svatema Water c umatas &wW STD MR Ftpe No Timer Damd Heater Tvoel Zones Factor Poti Insul QA SG50 AD am 0 3 1 -9 -5 0 aha 5 a 6.4 a 5 0.73 8 11 9 0 4 6 SG75 At 0.48 •2 1 -1 -12 .7 .2 OSB 3 6 5 -5 -1 4 0.68 7 10 8 -1 3 7 SE Al 0.87 •20 -12 -17 .41 32 .19 0.83 -17 -9 -13 38 .28 .161 Its, All ago 2 5 3 IE All 0.99 -21 •12 HP r-11,13.15 1.80 4 7 5 -5 -1 4 Two Wats Heaton - No AuzMar7 Credits SG50 Al am .7 1 -6 -17 •12 -7 0.63 1 5 3 •8 -4 1 an 6 10 8 -2 2 7 SG75 All 0.48 •12 -0 -11 =22 / -17 •12 0.68 6 9 7 1 1 6 SE Ali 0.87 •22 -14 -19 -46 -35 -22 0.93 -16 -7 •12 •39 •28 •15 IG All 0.80 .4 •1 3 IE AN (193 -21 -12 HP 611.13.15 1.80 -1 3 1 •10 -6 0 a zfr T, y _ .�GI�= -$ice: �t t�A s jtt c = Tki38 IIS R FRc"PAREI3" FTMP O ER TW Jt `U fi DYi si S4l6Ff 33 $1t 6iFR. - rst� ROM EXPECTE618ATICAL U LFJdB: tiEi-LEG OR, _ 0 lsiRl c3�FECT�- � dX : IIaet . _ CE%'�^TCR aha CE EU FEIN, GREED MRSER PER =t iE--t 3 TAH.E EQ B A€3Ei TfH= Atd 8€1Tit; %' fiuAi�SCL ' "' Jif hSIt3SP .' 2X6 3 HER -f Ift BE, IIEH+[T- Mom STRtlNSSACK�t��A�.K r� - TOR T� EEE IIEi H F4EfREFit.X 1 is3 Ii T PE3 'L S. @2!d:EiQ' IIC' €y;�' 3-s7{i?1 . 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