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HomeMy WebLinkAbout079-330-0393 i 0%U PERMIT#97-18AG ARRIGONI, Bruce 114 Grey Fox Ln., Oroville Ag Ex Permit -Tractor & E ui ~3`� O 3 �(. 98- 59 ARRIGONI, Bru e BPEM i 114 Grey Fox L e, 0 % TABLE OF CONTENTS" J • TOC Project Title.......... Residence. Date........ 11/23/98 Project Address ......... 114=Grey Fox Lane ******* -------------------- Orovil le , CA *v4.51* ; X Documers+ation Author... Steve Nelson ******* ; Build'ng Permit # Steve Nelson ; S /off —16 1 Hall Drive ; Plan Check /.Date Oroville, CA 95966 916-589-3585 ; Field_Check/Date Climate Zone........... 11 ----------------- ---- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------=------------------------------------------ ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -TOC ; User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 11 CERTIFICATE OF c6MPLIANCE,:'REC1I DENTIAL Page 1 CF -1R Project Title.......... Residence Date........ 11/23/98 Project Address........ 114 -Grey Fox Lane ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* ; Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --- ------------------ Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM CF -1R ; User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2456 sf Single Family Detached New Front Facing 45 deg (NE) 1 1 Slab On Grade 20.3 % of floor area 0.55 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity ------------------------- Sheathing Insul Assembly _ Type -=---------- Type ------- R -value -------- R -value -------- R -value U -value Location/Comments -------------- ------------------------ Wall Wood R-21 R-4 R-25 0.046 Ext. wall, Ext. Wall Wall Wood R-17.8 R-0 R-17.8 0.065 Comm.to garage Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front (NE) ----- -18.0 ----- ---- 0.550 2 --------------- Drapes.Wht ----------- None ---- Yes --------- Vinyl Window Front (NE) X18.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (NE) X18.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (NE) —21.0 0.520 2 Drapes.Wht None Yes Vinyl Window Front (NE) X21.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (NE) --6.0 0.520 2 None None Yes Vinyl Window Front (NE) — 6.0 0.520 2 None None Yes Vinyl Window Front (NE)— 17.0 0.520 2 None None Yes Vinyl Win,,O,w Front (NE) 21.0 0.550 2 Drapes.Wht None Yes Vinyl Window Right (NW) 9.0 0.720 2 Drapes.Std None Yes Metal Window Right (NW) 18.0 0.520 2 Drapes.Wht None Yes Vinyl Win=dow Right (NW) 10.0 0.550 2 Drapes.Wht None Yes Vinyl Window Right (NW) 20.0 0.550 2 Drapes.Wht None Yes Vinyl Window Right (NW) 10.0 0.550 2 Drapes.Wht None Yes Vinyl Window Right (NW) 5.0 0.520 2 Drapes.Wht None Yes Vinyl Window Back (SW) 24.0 0.550 2 Drapes.Wht None Yes Vinyl CERTIFICATE OF COMPLIANCE.-REt!DENTIAL Page 2 CF -1R Project Title.......... Residence Date........ 11/23/98 ----------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM CF -1R ; _ User#-MP2019 User -Steve Nelson Run -Typical House ---------------------------------------------------------------7--------------- Area Orientation (sf) ------------------- ----- FENESTRATION ------------ # of Interior U- Pan- Shading/ Value es Description Window Back (SW) 24.0 0.550 Door Left (S) 18.0 0.550 Window Back (SW) 24.0 0.550 Door Back (SW) 18.0 0.550 Door Back (SW) 18.0 0.550 Window Back (SW) 24.0 0.550 Door Back (W) 18.0 0.550 Window Back (SW) 10.0 0.550 Window Back (SW) 20.0 0.550 Window Back (SW) 10.0 0.550 Window Back (SW) 9.0 0.550 Window Back (SW) 5.0 0.520 Window Back (SW) 7.0 0.520 Window Back (SW) 5.0 0.520 Window Back (SW) 5.0 0.520 Window Left (SE) 12.0 0.550 Window Left (SE) 12.0 0.550 Window Left (SE) 6.0 0.520 Skylight Left (SE) 4.0 0.800 Skylight Left (SE) 4.0 0.800 Skylight Right (NW) 4.0 0.800 2 Drapes.Wht 2 Drapes.Std 2 Drapes.Wht 2 Drapes.Std 2 Drapes.Std 2 Drapes.Wht 2 Drapes.Std 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 Drapes.Wht 2 None 2 None 2 None 2 None THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) ------------ -------------- --------------- SlabOnGrade No 2456 3.5 HVAC SYSTEMS Exterior Shading. None None None None None None None None None None None None None None None None None None None None None Over- hang/ Framing Fins Type Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl None Metal None Metal None Metal Location/Comments ------------------------ . Slab Floor --------------------- Number y in Tank Type Heater Type Distribution Type System ---------------------- ------------------- ------ Water Heater to meet minimum CEC Standards Tank External Energy Size Insulation Factor (gal) R -value -------- ---------------- Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value -------------------- Type ------------ --------------- HPSplit ------------ 8.00 HSPF Attic R-4.2 Setback HPSplit 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number y in Tank Type Heater Type Distribution Type System ---------------------- ------------------- ------ Water Heater to meet minimum CEC Standards Tank External Energy Size Insulation Factor (gal) R -value -------- ---------------- CERTIFICATE OF COMPLIANCEr REq,IDENTIAL Page 3 CF -1R Project Title.......... Residence Date........ 11/23/98 MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM CF -1R _ User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------ Id SPECIAL FEATURES/REMARKS ------------------------ 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... (530) 589-2574 License. #323225 Signed.: (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Steve Nelson Company. Steve Nelson Address. 1 Hall Drive Oroville, CA 95966 Phone... 916-589-3585 Signed.. I1-23-95 (date) MANDATORY MEASURES CHECKLIST:ZkESIDENTIAL Page 4 MF -1R Project Title ..........Residence Project Address .........114 Grey Fox Lane ******* Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* Steve Nelson 1 Hall Drive Oroville, CA 95966 916-589-3585 Climate Zone........... 11 Date........ 11/23/98 --------------------- Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House 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(i): 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. s MANDATORY MEASURES CHECKLIST: t,ESIDENTIAL Page 5 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title ........... Residence Date........ 11/23/98 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM MF -1R ' User#-MP2019 User -Steve Nelson Run -Typical House - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er went 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): 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 601 and 603; 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 si Page 6 C -2R Project Title.......... Residence Date........ 11/23/98 Project Address .......... 114 Grey Fox Lane ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* ; Building Permit # . Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercbmp, Inc. ------------------------------------=------------------------------------------ ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House -----------------------=------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ----------------=---------------- Design Design ---------- Margin = ---------- _ _ = Space Heating.......... 11.97 9.31 2.66 = = Space Cooling.......... 10.37 10.92 -0.55 = = Water Heating.......... 10.55 10.55 0.00 = = Total 32.89 30.78 2.11- _ _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2456 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Slab On Grade 1 24914 cf 2456 sf 2456 sf 2456 sf 20.3 % of floor area 0.55 Btu/hr-sf-F 10.1 ft COMPUTER METHOD SUMMARY _i Page 7 C-211 Project Title.......... Residence Date........ 11/23/98 --- - ------ MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House - ------------------------------------------------------------------------------ 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 Azm --- Tilt Gains ---- ----- Reference ------------ Residence 2456 24914 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) ------ value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference ------------ Comments ---------------- -------------- HOUSE U- Act Glass Int Shading/ Surface (sf) 1 Wall 8 0.046 25 45 90 Yes W.25.2X6.16 Ext. wall 2 Wall 67 0.046 25 45 90 Yes W.25.2X6.16 Ext. wall 3 Wall 171 0.046 25 45 90 Yes W.25.2X6.16 Ext. wall 4 Wall 60 0.046 25 45 90 Yes W.25.2X6.16 Ext. Wall 5 Wall 60 0.046 25 45 90 Yes W.25.2X6.16 Ext. wall 6 Wall 60 0.046 25 45 90 Yes W.25.2X6.16 Ext. wall . 7 Wall 190 0.065 17.8 45 90 No W.19.2X6.16 Comm.to garage 8 Wall 105 0.046 25 315 90 Yes W.25.2X6.16 Ext. wall 9 Wall 25 0.046 25 315 90 Yes W.25.2X6.16 Ext. wall 10 Wall 370 0.046 25 315 90 Yes W.25.2X6.16 Ext. wall 11 Wall 83 0.046 25 225 90 Yes W.25.2X6.16 Ext. wall 12 Wall 40 0.046 25 180 90 Yes W.25.2X6.16 Ext. wall 13 Wall 222 0.046 25 225 90 Yes W.25.2X6.16 Ext. wall 14 Wall 40 0.046 25 270 90 Yes W.25.2X6.16 Ext. wall 15 Wall 180 0.046 25 225 90 Yes W.25.2X6.16 Ext. wall- all-16 16 Wall 8 0.046 25 225 90 Yes W.25.2X6.16 Ext. wall...." 17 Wall 57 0.046 25 135 90 Yes W.25.2X6.16 Ext. wall.". 18 Wall 54 0.046 25 135 90 Yes W.25.2X6.16 Ext. wall 19 Wall 217 0.046 25 135 90 Yes W.25.2X6.16 Ext. wall 20 Wall 45 0.046 25 135 90 Yes W.25.2X6.16 Ext. wall 21 Wall 25 0.046 25 135 90 Yes W.25.2X6.16 Ext. wall 22 Roof 2456 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 23 Door 20 0.330 0 45 90 Yes None Solid Wood 24 Door 20 0.330 0 135 90 Yes None Solid Wood 25 Door 18 0.330 0 45 90 No None Solid Wood FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description -•---------- HOU§E ----- ---- --------- ------ ----- --- --- ---- ---- --------------- l Window 18.0 2 Vinyl Slider 0.550 45 90 0.88 0.62 Drapes.Wht 2 Window 18.0 2 Vinyl Slider 0.550 45 90 0.88 0.62 Drapes.Wht 3 Window 18.0 2 Vinyl Slider 0.550 45 90 0.88 0.62 Drapes.Wht 4 Window 21.0 2 Vinyl Fixed 0.520 45 90 0.88 0.62 Drapes.Wht 5 Window 21.0 2 Vinyl Slider 0.550 45 90 0.88 0.62 Drapes.Wht 6 Window 6.0 2 Vinyl Fixed 0.520 45 90 0.88 0.78 None COMPUTER METHOD"SUMMARY Page 8 C -2R Project Title.......... Residence Date........ 11/23/98 ---------------------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM C -2R _ User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area # of Vent Left Rght SC SC Interior Area Pan- Frame Open U- Act Hght Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 7 Window ----- 6.0 ---- 2 --------- Vinyl ------ Fixed ----- 0.520 --- 45 --- 90 ---- 0.88 ---- 0.78 --------------- None 8 Window 17.0 2 Vinyl Fixed 0.520 45 90 0.88 0.78 None 9 Window 21.0 2 Vinyl Slider 0.550 45 90 0.88 0.62 Drapes.Wht 10 Window 9.0 2 Metal Fixed 0.720 315 90 0.88 0.78 Drapes.Std 11 Window 18.0 2 Vinyl Fixed 0.520 315 90 0.88 0.62 Drapes.Wht 12 Window 10.0 2 Vinyl Slider 0.550 315 90 0.88 0.62 Drapes.Wht 13 Window 20.0 2 Vinyl Slider 0.550 315 90 0.88 0.62 Drapes.Wht 14 Window 10.0 2 Vinyl Slider 0.550 315 90 0.88 0.62 Drapes.Wht 15 Window 5.0 2 Vinyl Fixed 0.520 315 90 0.88 0.62 Drapes.Wht 16 Window 24.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 17 Window 24.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 18 Door 18.0 2 Vinyl Hinged 0.550 180 90 0.88 0.62 Drapes.Std 19 Window 24.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 20 Door 18.0 2 Vinyl Hinged 0.550 225 90 0.88 0.62 Drapes.Std 21 Door 18.0 2 Vinyl Hinged 0.550 225 90 0.88 0.62 Drapes.Std 22 Window 24.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 23 Door 18.0 2 Vinyl Hinged 0.550 270 90 0.88 0.62 Drapes.Std 24 Window 10.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 25 Window 20.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 26 Window 10.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 27 Window 9.0 2 Vinyl Slider 0.550 225 90 0.88 0.62 Drapes.Wht 28 Window 5.0 2 Vinyl Fixed 0.520 225 90 0.88 0.62 Drapes.Wht 29 Window 7.0 2 Vinyl Fixed 0.520 225 90 0.88 0.62 Drapes.Wht 30 Window 5.0 2 Vinyl Fixed 0.520 225 90 0.88 0.62 Drapes.Wht 31 Window 5.0 2 Vinyl Fixed 0.520 225 90 0.88 0.62 Drapes.Wht 32 Window 12.0 2 Vinyl Slider 0.550 135 90 0.88 0.62 Drapes.Wht 33 Window 12.0 2 Vinyl Slider 0.550 135 90 0.88 0.62 Drapes.Wht 34 Window 6.0 2 Vinyl Fixed 0.520 135 90 0.88 0.78 None 35 Skylight 4.0 2 Metal Fixed 0.800 135 40 0.88 1.00 None 36 Skylight 4.0 2 Metal Fixed 0.800 135 40 0.88 1.00 None 37 Skylight 4.0 2 Metal Fixed 0.800 315 40 0.88 1.00 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 Window 18.0 6.0 n/a 1.0 0.2 n/a n/a n/a n/a n/a n/a n/a n/a .2 Window 18.0 6.0 n/a 1.0 8.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 18.0 6.0 n/a 1.0 8.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 21.0 7.0 n/a 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 21.0 6.0 n/a 8.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.0 3.5 n/a 1.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 6.0 3.5 n/a 1.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 17.0 6.0 n/a 8.5 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 21.0 3.5 n/a 7.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Residence Date........ 11/23/98 ------------------------------------------------------------------------------- ,; MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------ Surface 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Door 19 Window 20 Door 21 Door 22 Window 23 Door 24 Window 25 Window 26 Window 27 Window 28 Window 29 Window 30 Window 31 Window 32 Window 33 Window 34 Window OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin ------- Right Fin -- Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dp-th Hght ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- -- -- ---- 9.0 3.0 n/a 1.0 2.25 n/a n/a n/a n/a n/a n/a -n/a n/a 18.0 3.5 n/a 1.0 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 5.0 n/a 1.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 5.0 n/a 1.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 5.0 n/a 1.0 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 1.25 n/a 1.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 6.0 n/a 1.0 0.5 n/a n/a Wa n/a n/a n/a n/a n/a 24.0 6.0 n/a 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 6.7 n/a 12.0 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 6.0 n/a 14.0 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 6.7 n/a 14.0 1.75 n/a n/a 'n/a n/a n/a n/a n/a n/a 18.0 6.7 n/a 14.0 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 6.0 n/a 14.0 1.75 n/a n/a h/a n/a n/a n/a n/a n/a 18.0 6.7 n/a 12.0 1.75 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 5.0 n/a 1.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 5.0 n/a 1.0 5.5 n/a n/a `n/a n/a n/a n/a n/a n/a 10.0 5.0 n/a 1.0 3.0 n/a n/a n/a- n/a n/a n/a n/a n/a 9.0 3.0 n/a 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 1.25 n/a 14.0 0.5 n/a n/a. n/a n/a n/a n/a n/a n/a 7.0 1.25 n/a 14.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a.. 5.0 1.25 n/a 14.0 0.5 n/a n/a n/a n/a n/a n/a -n/a n/a 5.0 1.25 n/a 1.0 4.0 n/a n/a n/a n/a n/a n/a n/a. n/a 12.0 4.0 n/a 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 4.0 n/a 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 1.5 n/a 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a Mass Type --------------- .HOUSE 1 S1abOnGrade THERMAL MASS ------------ Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments ------ ----- --------------------- -------------------------- 2456 3.5 28.0 0.98 R-2.0 Slab Floor System Type ---------------- HOUSE HPSplit HPSplit HVAC SYSTEMS Minimum Duct Efficiency Location ------------ ---------- 8.00 HSPF Attic 10.00 SEER Attic Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.810 COMPUTER METHOD' SUMMARY Page 10 C-2R Project Title.......... Residence Date . 11/23/98 ' MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S9.2 Program-FORM C-2R _ User#-MP2019 User -Steve Nelson Run-Typical House ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ v f HVAC SIZING Page 11 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title......... Residence Date........ 11/23/98 Project Address ......... 114 Grey Fox Lane ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* ; Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. -------------------------------------------------------------------=----------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-ARRIGONI Wth-CTZ11S92 Program -HVAC SIZING User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2456 sf Volume ..................... 24914 cf Front Orientation.......... Front Facing 45 deg (NE) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY 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 e4uipment, oversizing safety margin, etc., must also be considered. It is tLie HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description ---=----------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 7166 5486 Glazing Conduction ............... 11038 7175 Glazing Solar .................... n/a 15038 Infiltration ..................... 14171 5818 Internal Gain .................... n/a 2100 Ducts ............................ 3238 3562 Sensible Load .................... 35613 39179 Latent Load ...................... n/a 7836 Minimum Total Load ----------- 35613 ----------- 47014 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 e4uipment, oversizing safety margin, etc., must also be considered. It is tLie HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. I 4 Coaev x-`15( mm " BIS co - tUILDING DEPARTM_1" w M, mum :: ppPROVE GUAV- TY P (CAL. 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MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 .Dater 11/16/98 Pager - TIMBER COLUMN -DESIGN b�o PIF Iib Design Data Allowable Stresses Column Depth 5.50 in Fc: Parallel to Grain = 1000 psi Column Width 5.50 in Fb: Bending 1300 psi Load Duration Factor = 1.25 Elastic Modulus = 1600000 psi Total Column Ht = 10.00 ft Le for X -X Axis Axial Loads= 10'.00 ft Le for Y -Y Axis Axial Loads- 10.00 ft Le for X -X Bending - 10.00 ft Applied Loads Dead Live Short Term Axial Load - 8000.0 # 6400.0 # 0.0 # ...Eccentricity = 0.00 in (along "depth' axis) Tmauerse Moment 0 in-# 0 in-# 0 in-# Eccentric Side Load - 0 # 0 # 0 # ....Eccentricity - 0.00 in 0.00 in 0.00 in ....Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid -Height- 0 # 0 # 0 # Side Load Moment - 0 in-# 0 in-# 0 in-# Max. Design Moment = 0 in-# 0 in-# 0 in-# Design Summary DL+LL DL+LL+ST DL+ST Actual Axial Stress- = 476.0 psi 476.0 psi 264.5 psi Allowable - 693.8 psi 765.9 psi 765.9 psi Actual Bending Stress - 0.0 psi 0.0 psi 0.0 psi Allowable = 1300.0 psi 1625.0 psi 1625.0 psi Stress Interaction Value 0.686 -OK- 0.622 -OK- j 0.345 -OK- V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -060157 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 11/16/98 Page: SQUARE FOOTING DESIGN LOADING DATA 1 2 , Dead Load k: 8.00 2.86 Live Load k : 6.00 2.29 - "- - „_• Short Term Load k: 0.00 -" 0.00 Seismic Zone 0 0 - - Overburden Weight psf : 0.0 _ 0.0 Combining Live & Short Term Loads ? No No FOOTING DATA - --� Size (Length & Width) ft : 4..0.0... .... .... 2.00. _ Thickness in: 16.00 16.00 _. •_.. # of Bars 4 3 Rebar Size Number #: 5 5 ...... Column Dimension in: 5.5 5.5 _ f'c psi : 2500 2500 Fy psi : 40000 40000 -Cover over rebar in : 3.0 3.0 _. Concrete weight pcf : 145.0 145.0 _ SOIL DATA Basic Allow Soil Brg Press. psf : 1500 1500 Short Term Duration Factor 1.00 1.00 Ftg. Depth Below Soil ft: 1.00 1.00 Soil Pressure Increases... per foot of depth increase psf : 300.00 300.00 - when footing is below ft: 1.00 1.00 per foot of width increase psf : 300.00 300.00 Wien footing is wider than ft: 1.00 1.00 __ CALCULATED FORCES -.. Maximum Static Soil Pressure psf : 1068.3 1480.8 �•-•• Allow Static Soil Pressure psf : 2400.0 1800.0 , Max. Short Term Soil Pressure psf : 693.3 908.3 Allow Short Term Soil Pressure psf : 2400.0 1800.0 1 -Way: Allowable Shear psi: 100.0 100.0 Vu/Phi psi: 8.9 -2.1 2 -Way: Allowable Shear psi: 200.0 200.0 Vu/Phi psi: 28.1 4.9 Mn k -ft: 12.9 19.1 Mu/Phi k -ft: 2.8 0.7 REINFORCING Actual Bar Depth in: 12.69 12.69 Min. Allow % Reinforcing. 0.0014 0.0014 200/Fy 1 0.0050 0.0050 Req'd Per Analysis 0.0004 0.0001 USE....... % : 0.0018 0.0018 Rebar Area Req'd int/ft: 0.27 0.27 Total Area Req'd int: 1.08 0.54 REBAR CHOICES Quantity of: #4 Bars 6 4 _...... _. . #5 Bars 4 • 3 _ #6 Bars 3 2 _ #7 Bars 3 2 -- #8 Bars 2 2 #9 Bars 2 - 2 --- ....... . #10 Bars V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -060157 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 - 5A MADRONE AVE #OHO.VILLE,'CA 95966. Date: 11/19/98 TIMBER JOIST & RAFTER DESIGN Page: 2 DESIGN DATA 1 2 3 Timber Section --- --- --- .... Depth in 5.50 11.25 11.25 ....Width in 5.50 3.50 1.50 Le: Unsupp ft 6.00 1.00 1.00 Fb- Allow psi 1300.00 1350.00 1005.00 Fv- Allow psi 85.00 85.00 95.00 Elastic Mod. ksi 1600.00 1600.00 1600.00 Load Duration Factor 1.25 1.00 1.00. - - -- Stress Ratio -» 0.85 0.31 0.44 - - - CENTER SPAN OK- -OK- -OK- Span Length ft 6.00 18.75 21.00 Uniform DL plf 0.00 24;90 8.00 -;- LL plf 0.00 40.00 13.00 Point DL # 631.00 - -0.00 0.00 -- �,� # : 504.00 0.00 0.00 X -Dist ft : 1.25 0.00 0.00 Point DL # 631.00 0.00 0.00 LL # 504.00 0.00 0.00 X -Dist ft : 3.13 0.00 0.00 Point DL # : 631.00 0.00 0.00 LL # 504.00 0.00 0.00 - X -Dist ft': 5.25 0.00 0.00 _. - RESULTS Mnax @ Cntr k -in 33.85 33.75 13.89 X -Dist ft 3.12 9.37 10.50 REACTIONS Left: Dead Load # : 880.77 225.00 84.00 Live Load # 703.50 375.00 136.50 Right: Dead Load # 1012.23 225.00 .84.00 - Live Load # : 808.50 375.00 136.50 STRESSES -OK- -OK- -OK- Fb.. Allow psi 1625.0 1485.0 993.4 _ Fb.. Actual psi 1220.6 457.1 439.0 Fv.. Allow psi 106.25 85.00 95.00 Fv.. Actual psi 90.28 20.42 17.77 DEFLECTIONS Center... Dead Load in -0.079 -0.100 -0.123 X -Dist ft 3.00 9.37 10.50 DL Ratio 917 2240 2050 Live.Load in -0.063 -0.167 -0.200 X -Dist ft 3.00 9.37 10.50 LL Ratio 1148 1344 1262 Total Defl in -0.141 -0.268 -0.323 - X -Dist ft 3.00 9:37 10.50, Ratio 510 840 781 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -060157 �'r � � ,'i'.,? -Y,_ � 1'+f •V -'N lh.ii.S.!ai- !� -n �. f .... a r ._-.. A': 0367060 160 y 00-0116- ARIGONl, BRUCE 114 GREY FOX LANE, OROVILLE CONTR: BETTER BUILDERS 1ST RENEWAL OF BP#98-2759 ti ,r • t a OFFICE COPY } t. Address__�G. . f� GAS Meter By Date ! Ia —vary n 3/4i/ M 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINAhV1'bI9N _ , 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754l� PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER SM r ZONING BUILDING PERMIT OWNER TELEPHONE RRUC OWNERS MAILING AD KESS 5616 ORMAN PLACE, CLAYMN, CA 94517 SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME TELEPHONE SAS —2 974 CONTRACTORS MAILING ADDRESS 5763 R CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 134 GREY MX LANE, 0ROVITIE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 } USEOFSTRUCTURE23.00 r . r4 SF PL] Duplex ❑ Mobilehome ❑ Other A SPECIFY - Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: IST RENEWAL M98-2759 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zacioo�ORUE 23.00 � LICENSED CONTRACTOR'S DECLARATION IF I hereby affirm under penalty of perjury that I am licensed under provisions 6f Chapter `8 (commencing with Section 7000) of Division 3 of the Business and Profe4ns Code, and my license is in ll force and effect. ., _. ,..._ License Class Lic. No. 2 )_' ^� OWNER -BUILDER DECLAFTXTIOIY 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 licens6d-contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions CdAe for this reason Service 46. NEW NEW CONST. OWELEDWELTO LING OcCUc P. OR ADDNS. a ACC. BLDS. s o SO 3.50FT. NEW 00UTLET NON-RESID. MU LT @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES za Q Lpp SAL. ® .so FIXI Ex. Occup. ouTLEEDTSA AEEsID.oEEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 requiredl by Section 3700 of the Labor Code, for the performance of work for which this perrAt is issued. My workers' compensation insurance carrier and policy number are. Carrier }(? 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.) ❑ 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 / ' ,f- ( _ �-&gature of Applicant - rt] Owner ❑ Contractor ❑ Agent 4 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 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 429.00 HAZ. p. FEES IMP FLOOD CDF PARCEL PD I HD I ISSUE 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. �' 4 � B Date ` Or 1 1. C PERMIT EXPIRES ON ) 10 I O j 1 —I Datq Receipt No. WHITE-D.D.S.-B.D. CAWARVASMSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 - PERMIT NO. ?oo (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER WHO 036-060-160 ZONING BUILDING PERMIT tl OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 409 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 114 GREY EDX LANE DROVIIIE Energy Plan Checking Fee $ $ PERMIT FEE $ DO LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF J7 Duplex ❑ Mobilehome ❑ Other SPECIFY 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: IST RENEWAL BP#98-2759 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, end my license is in force and effect. ��}} License Class Lic. No. *" '2 122 - 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. ❑ 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 00 F-,*)? 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.) ❑ 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 it I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with Imply with those provisions. /- Date �'1 %/ / nature of Appl nt - ❑ O r ❑ Contractor ❑ Agent FAAn OSHA permit is required for excavations over 5'0" deep and demolition or construction�'1tructures over 3 stories in height. Main Service 200A TO tOooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLAS. 3.5¢FT. NEWCONST. MULTI -OUTLET NON -REBID. 97.50 aPs EER P c a 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL .50 Ex. Occup. o�"L,TEtt°rs .a -OR" 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 FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 429.00 HAZ. 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 above for which fees have been paid. B4",Date V PERMIT EXPIRES ON I 0 pare Receipt No. Fu 71 WHITE-D.D.S.-B.D. C AR -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT T RESIDENTIAL J 036=06-0-160 98-2759 B�PEN]j r i ARRIGONI„ Bruee PERMIT NO. 114 Grey Fox Lane, Oroville PERMIT EXPIF,i (new SF) Better Builders, • ,OWNER ` CONTR. ASSESSOR PARCEL i LOCATION _4 t 4 _t s CHECKED BY SRA I FLOOD CERTIFICATE REQ. 4 FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS r VERIFY Temp. Power Pole Called PG&E s Temp. Elec. Service r Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date)'%� Signature i Y ti V=OK - r O = Not OK `=NottRepady MOBILE HOMES Date MOBILE HOME UTILITIEG (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-Connections-Splkx-Decal-Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /"LYt / /Nat. or/ PL"k/ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1- .• Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve•Connector ` 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; CompacbonStructure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-Connections-Splkx-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; CompacbonStructure Stability 3. Pod 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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Ught Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - = Not Applicable = Not Ready I Date NDERFLOOR (Plans) OK except #'s Zo ; gSetbacks-Easments-Flood-Slope Ftg,,,Main; Soils-Elec. Gmd: Ftg. Depth tg. Garage; Soils-Steel-Elec. Gmq��Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ / Ftg. Depth ,5 temwalls, Main;'Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts- Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel4Mrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test - 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date yG Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1Water Htr.; Vent -Access -Combustion Air Baffle 8. Water Pipe; Test & Anchor -Nail Protection 19. . .V.; Test Fittings & Anchor -Nail Protection owe n; Test, First Floor -Tub Access LtftA 1. Tub & Shower, Second Floor -Tub Access Gas Pipe; Site & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E ECTRICAL (Permit) OK except #'s 23. tore & Transformer Clearance -Ins. Protection RESIDENTIAL (Single & Duplex) X4,eflec. Receptacles Spacing -Lights & Switches at Doors 5 ize Boxes & No. of Conductors Stapled A6.,A'o`max Installed Close to Edge of Studs & C.J. qui . Ground made up w/Mech Fastners-Bond Gas & Water 8.A,4pfiance Circuts in Kitchen & Conductor Size GFI S eed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Ins ted Neutral p Yes 0 No 31 ervice-Riser Conductors & Ground -Main Disconect 2 quip. Clearances Panels-Motors-Mech. Epuip. 33. 5Wes Closet Light -Shower Light -Spa Light 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 36 Fan, Exhaust above insulation Co sate Drain & Overflow, Size & Grade 38 umance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s S" roper Materials & Anchors 4 42. 4. W./ire W Is Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing Stop in Walls (rat proof) Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearina Date RAMING (Continued) 4. Han ers-Post Caps -Anchors -Connectors 4 ling. Joist-Rftr. Ties-Purlin-tiff Brac.-TNss-Shting.-Rfng. 48. F ace Ties or Type A Flue -Fireplace Throat clearance 41.7 Attic Acce ; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage otection Framing 421- roperty Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits Headroom -Rise -Run -Landing -Fire Protection 2 on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidi - ailing Veneer Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Class Pr S li hts-Plastic 59. Shear Wall Nai -Bolt Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date /�Ljw� Card B-1 jW ,*s Date Card B-1 Date Card B-1 Date Card B-1 Date fAfU_(Plans) OK except #'s Ll,x_St6ps-Qpor & Sidelight Protection -Landings Air-Conector- Above Floor-Ducts-Mech. Protection (6Ji(s�d!?G Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels I?PrTireplaceorS_toye, Clearance Hearth �� 1� ¢ .j1. utlets at Wood Panel, Int. & Ext. Q2�-KSi"F' .&-Appliance; Ground: Air Gap -Cooking Clearance 'A utlets & Recepticales at Kit. Counter Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. I ara e; Above Floor-Mech. Protection Ib ec. & Mech. Equip. Listed for Location . R es in Garage G.F.I. -Romex Protection ulation-Foam-Looked in Attic -Post Caps Hole Door Drainage & Wood -Earth Clearance Looked under Floor [14es 82. Following' Instid./Drive [)Yes&M-o/Walks 0 YesL�Wb/Planters 0 YesL.N6 L85. t Roof, Plbg-Appliance-Fireplace-Clearance to Openings Iter Well, Disconnect, Electrical, Plumbing Exteri�lec. Trim, G.F.I. Receptacle Underground 188ntilatiory brought House amass Protection 90., Corr2ns from Previous Inspections W -1115 -as Test -Meters Tagged, Gas -Electric 92. Water, -Sewer Connected -C/O to Grade -HD Approval p2_JEFt6gy Compliance Certificate -Other Certificates Date 04 Card B-1 Date Card B-1 Date Z61 Card B-1 Date,_, Card B-1 Date / Card B-1- Date Card B-1 Comments at Final: FROM : LOERKE INSULATION CO. ,,INC. FAX NO. : 5308918560 LOERKE INSULATION CO., INC. Gray Star Oroville NUMTer and Street - ------ jan. 25.2001 12:33PM P1 INSULATION CERTIFICATE City ._ Butte County. _.____. Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) - 2. CEILING Batt or Blanket Type__ Fiberglass Batts Brand Name Johns Manville Thickness (inches)........ _.. Thermal Resistance (R -Value) Loose Fill Type fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. 0.659 Ib. Minimum Thickness 16-25 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3- EXTERIOR WALL Material ...._fiberglass.._Batts................ Brand Name _.10b is-ldanville Thickness (inches) 6.5 . _._....-.. Thermal Resistance (R -Value) _—R-19 4. RAISED FLOOR Material _ Fibergtass.Batts_ Brand Name --lOr -Mamill-e._._.._.._._..._ . . Thickness (inches) Thermal Resistance (R -Value) __ ............ 5. SLAB FLOOR / PERIMETER Material ___.__..... Brand Name Thickness __. _... Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) . 6. FOUNDATION WALL Material _ Brand Name_.... .... ___.. _.. Thickness (inches) ______...... _ Thermal Resistance (120 -Value). DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with thecurrent Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. , C.L.#499150 t-7 em- i nafu at . — Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor Co. Name) Or General Contractor (Co. Name) Or Owner tnstaltingu or(C&. Name) r General Contractor (Co. Mame) Or Owner Item #s 9t&6f6re, Date Installing Subcontractor (Co. Name } Or General Contractor Co. Name Or ner \OTE OF TIM y = IT H C K n •` �:` CERiIFICATE OF RECr;,�Fn DEC Q CONFORMANCE 1HE UNDERSIGNED MANUFACTURER HEREB Y; CER.T/FIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of.American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in wl.ssh% OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau... The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Weyerhaeuser -Hayward for Stock & Custom JOB LOCATION: Sacramento, CA p p% 31V7`n CUSTOMER'S ORDER NO. PO#76297 DATE 11-18-8 IFGR'S ORDER NO.'' _A "24F/44, /W'P Glue,,/7 Arch. APP -9 Indy. Wrap American ,� T ,,,,,� L' (,L' �,� �,/A rL'7104 COMPANY �`�1'�� L=inators, Inc. SIGNATURE r+ TITLE Quality Control ADDRESS POB.n 91 Swisshome� OR DATE 12-4-87 A/TC -HEREB Y CER T/F/ES ' that the said company at its,said plant.is licensed by the AMERICAN INSTITUTE OF -TIMBER CONSTRUCTION -to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected nd verified by the Inspection Bureau of a the AMERICAN INSTITUTE, OF TIMBER CONSTRUCTION, and that, in the" judgment of AITC, said company is capable of complying with 'applicable manufacturing and testing provisions .of said Standard in respect of products manufactured at said plant. Conformance with. the- Standard in respect -of any specific or particular product is the sole responsibility of the manufacturer; AITC's-guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and -that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No 40971. A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION a 0 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main StFeet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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 Date //L�.'_/ Inspector 0/92 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 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 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. 40 21 �Tl ( 14 Z- REV 10192 . `.c r. 'r rt` A '�.FA: `+.+sr;t'�—S ►CQ— 'r�.. +.'s. i- rrx�"3i-=c-+'Yks�} .'—'g": COUNTY OF BUTTE'c BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ° 411 Main Street • Chico, CA • (530) 891-2751 r 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERM(T 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. U — �Date / Inspector REV 10 92 COUNTY OF BUTTE ti 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 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. Date ?� Inspector- REV nspector-REV 1Q 92 t COUNTYOF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chiclo, CA • (530) 891-2751 7 County Center Drive •Proville, CA • (530) 538-7541 t 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 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. DL -t - �7'\-&-7-< c -Z 1�DGL7-F- //Zz/Sl REV 10192 COUNTY OF BUTTE s' BUILDING DIVISION 1 •` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE O*NER / PERMIT NO. �r r.. 1ti .r' 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 r completed. If you have any questions pertaining to this matter, or need additional explanation, �. please contact this office immediately. /In _ n 2 ,k. ' L<: ifJ >S x 1 7�. ��t i•f\ iz Jy . th � 2l Inspector Date / 9 REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 �/ PERr, 0. (Rev. 12/96) APPLICATION AND PERMIT �J ASSESSOR PARCEL NUMBER 036-06-0-160 ZONING AR BUILDING PERMIT OWNER BRUCE ARRIGONI 925 TELEPHONE 673-0571 SO. FT. OCC. BUILDING VALUATION 2456 R 132..624.00 .OWNERS "UNG ADDRESS 5616 011MAN PLACE CLAYTON CA 94517 585 IJ 10.530.00 D°MBETTERRACTORS MEBUILDERS TELEPHON589E 2574 443 C 5,759.00 CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS DRIVE OROVILLE CONSTRUCTION LENDER Fireplace 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 150 413.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 818.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 5-31.70 BUILDINGADDRESS 114 GREW FOX LANE. OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE 1. 69.70 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 141 7.00 98.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY 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 lR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 178.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service _loon OF, mss 23.00 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 fLoforce and effect.POWER j License Class Lic. No. ��f �- OWNER -BUILDER DECLARATION 1 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 TO 46.00 WEE200A CCU000A NEW CONST. DWELLING DDS. ADDNS. ( ACC. 3,5¢SO FT: 06.45 NOR EW CONST. M UTLET NON-RESID. BRANCH CIRCUITS97.50 APPARATUS & SINGLE OUTLET cIR. Ex- Occup. OU7LET °R ARES B A0 0 1: o ME Ex. Occup. ° °sAWR=. R, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 49.48 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' pensaton, as provided for by section 3700 of the Labor Code, for the erformance of the work for which this permit is issued. 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 insurance carrier and policy number are: Carrier 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.) ❑ 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 co ply wit4 those provisions. ---�� X _ Date Signature of Applicant - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 5'0" deep and olition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling , Hood 1 6.50 h.50 Ventilation 2 4.50 �' . 00 PERMIT FEt $ 55.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 4.6.00 Occ R3 CONST. TYPE Wi TOTAL FEE $ 1., 798.65 HAz. D. FE IMP FlA CD P PD HD SSU V1 V This permit is hereby issued under of thtte County ode and/or in 'Nor a or chfees have / B �w ` / PERMIT EXPIRES ON (A` 3^2-0'00 the applicable provisions Resolutions to do work been paid. Date pate Receipt No. WHITE-D.D.S.-B.D. CANARY- SESSOR P K -INSPECT GOLDENROD -APPLICANT COUNTY OFBUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 r PERMIT APPLICATION DATA SHEET OWNER: AV29 (G0n L ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: 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. *'Plo. t plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- O�`�'' �Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- L11.�' EEngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ CKnergy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ ufactured Home data and installation instructions including Tie Down Specifications .------------------ Fees of $�.L�'� ------ pact fees as shown on the attached schedule.------------------------------------------------------ --------- California Department of Forestry plan approval/fees. -- - - ❑ 1 .Flood elevation certificate.------� p ----- --ft!p=1men, 6------------------------------------------- Sanitation and plot plan approval � He ------------------------------------------- ❑ 15. City of Chico plumbing permit. -----------------%---- ------------------------------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------- 7% 17. Planning approval for (A) Use: (B) Parking: --.= -------------- EI -=-------------- ❑ 8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- Q99. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑ actor's license information. (Number, Name Style, Classification). ----------------------=------ 2. Workers' Compensation carrier and policy number. ----------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 4 Letter of signature authorization. -------------------------------------------------------------------------- rded copy of Agricultural Acknowledgment Statement. --------------------------------------- - ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------- �L ; (Date) i K 33 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . ---------------0 ot issue the permit, rocess as follows 11 Mail to owner, DW I to contract. NT elephone 5 � 5 5� "j and hold for pickup at - U � Uice. ❑ Deli with inspector. Applicant: Date:—//- Copy ate://Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: ,By: "Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D By: - 1: Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was sed of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: l Y-tL" Plans approved by: Date: /o ' Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. qa:tQ,, n t ^ /� p i 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H.E ONLY Plot Plan Anachad. Floor Plan A chad Sant to 8.0. (�e(LI c;�Nt � `� �� -06D -Ilan Owner, -T Location AP# Plan Approved for: Sewage DisposaT--- Water Supply: Public Private Well Clearance for dwelling. Other/�11Z)�I,VC�.I %/1`l (' Hold final for: Final clearance. O.K. for: NOTE: Environmental Health Specialist 8/96 Date 1 � . � �� aJ �t-( 1 � l . 1,._;Y11/l'�. ,.J+� ..�,-ice .}v, ,.i .�'C l"�� C �....' -i•� - a,I'1F • '�`,r , . 't .�'4�.� i � x1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7,CO.U? .,ft CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE f OWNER r, '�R` q O h A.P. # 0'30b (OD (t00 'PROPOSED BUILDING USE J/ ✓ B d `eorn DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ........ $ L 2. SCHOOL DISTRICT FEES (paid at District Office) �- 3. SHERIFF FEES (paid at Building Division) 00 Residential ........ ( x $360.00 = $ �� Units Commercial,(sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . X_ _ $ #Units Amt. Commercial. (sq. ft.).. x _$ Sq. Ft. ' Amt. 5.RECREATION DISTRICT FEES (paid. at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION(AND PLAN CHECK $89.00 (paid at Building Division) ��'►3��' ���3a -f'� 8. WATER TENDER FEES (Battalion # ) . $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above,.fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 30 Pursuant to Government Code Section 66020, you are hereby notified *that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) EJ Date: December 22, 1998 edmoeouftN LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Bruce Arrigoni 5616 Ohman Place Clayton,. CA 94517 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number: 98-2759 Assessor Parcel #: 036-060-160 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton cc: Better Builders, 5265 Royal Oaks Drive, Oroville, CA 95966 r Date: December 22, 1998 Permit Applicant: Bruce Arrigoni Permit Number: 98-2759 5616 Ohman Place Assessor Parcel #: 036-060-160 Clayton, CA 94517 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 2--�r-^�d�a �n� r�c�paticage..�o�rly-r�c ,ve one se£' 3 �—F-t�1uM�-�r'1��'f–[[ uu[ l�i[a, 'r� " `[' he hac rPviPwari t1+4 +cAsT enc If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton -.' LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION :'" rkrr>�'•,�'�`:%'= +'' DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: December 11, 1998 Permit Applicant: Bruce Arrigoni 5616 Ohman Place. Clayton, CA 94517 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number: 98-2759 Assessor Parcel.#: 036-060-160 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton cc: Better Builders, 5265 Royal Oaks Drive, Oroville, CA 95966 Date: December 11, 1998 Permit Applicant: Bruce Arrigoni Permit Number: 98-2759 5616 Ohman Place Assessor Parcel #: 036-060-160 Clayton, CA 94517 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Show the Ag building on the plot plans. O&;/ Show the locations of the HVAC unit. OV� Provide another truss package. 4. Provide a letter from Michael Mooney stating that he has reviewed the trusses for compliance with his design. (5e"'�There is a bearing wall between bedroom 2 and bedroom 3. Provide footing. d.rn.e, g There is a bearing wall between the garage and the house. Provide footing. 44-y� If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Linda Sexton t� Commercial/Industrial Sq. Footage (Including Exterior oofed Areas) Date Irioor roans reviewed oy acnooi utsuici rersonntm District Identification No. School District certifies that (Appliccdnt) d"—�1G (Street Address) (Phone Number) 14-9 1/1-1 (o (City) (State) (Zip Code) has complied with the requirements of Resolution No. !Hip — Z/ by payment of $ representing square feet. AB 2926 S FULL MITIGATION S School District Representative Date Paid by Check # , Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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 project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink Ischool district) feeform.x1s I10/98)dmm ^ MIC LVEL MOONEY CIVIL ENGINEER ' RCE 20647 MW L I ✓v 0 /as Butte County Building Inspection Department 7 County Center Drive Oroville, CA 95966 RE: Building Permit Bruce Arrigoni 5 A MADRONE AvE. . OROviLLE, CA 95966 (916) 533-2131 December 22, 1998 I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration. Yours, N'11�w 11A Michael Mooney My license expires 9-30-01 SSIONq MO pN�< 020647 qr Cv� \F OF C MICHAEL MOONEY 5AA1 DRONE:AYE. CIVIL ENGINEER OROv=, CA 95966 RCE 20647 (530) 533-2131 FAX 534-0902 Butte County February 27, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Bruce Arrigoni I have reviewed the changes to the left and right elevations, adding and subtracting windows, and it is..my opinion that these changes will not affect the structural integrity of the lateral force design of the building. Thank you for your consideration. Yours, kj-Aj 14,11 Michael Mooney My license expires 9-30-01 Q�pf E SS/pN MO�tiF�Fc w 020647 m� CIVIC FOF CA1�F� 0 (D CP 12/21/1998 10:00 530-533-7550 111UUVCCM 1 arwc,rs ln`surance Group Lori D. Poole; #0831373 2560 Olive Highway Oroville, CA 95966 530-534-1927 INHUREo BEWER BUILDERS CONSTRUCTION 5263 Royal Oaks Dr. Oroville, CA 95966 POOLE INS PAGE 01} IVVVI. UA II. 0.y.11:•.. .. —3U`I T1/1$ CI„f4141CAIt. 14, V' iULU AS, A MAI ILII UI IN/ORMATIOT/ ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFICATE HOLOER_ THIS CERTIFICAI I DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THt COMPANY A LEITER r COMPANY 9 COMPANY `. LETTER COMPANY O LETTER COMPANY E LF.I rEA COMPANIES AFFORDING COVERAGE l II! : Ig I U L.F.II f I►T MAI f HL F•ULIL Q- S of IN::U/IANI:I; U -'i ll.0 fl1.LUW IIAVI; lI1,l N !�:,VI ll I U I HL IFI;CUIII,U NAMI. U AIAEJVL I tP1 M1. 1'ULII. r rl nu:l l INDICATED. NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUTAFNT WITH RESPECT TO WHICH I CN NTIr1CATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED 8Y THE POLICIES DESCtiIBEU HEIIEIN IS SUBJECT TO ALL THE: TFRM•:. EXCI USIONS AND CONDITIONS OF SUCH POLICIES :o TA TTPt W NNURANOE POLICY kUMti[R POLICY RFFtCTIVt DATE (MMiDO/YY) ICY RnPIRAT1p DATE 004f0tNYYI LtWTA GENERAL LIAlftlIT • SOOILY INJURY OCC L COMPRENENBIVkFORM SOOILY INJURY A00 t MEMISf8e00ER11T10NS PROdkRTY DAMAOE OCC I UNOERQ ROU NID EXolU510N L COLWSE HAZARD PROPERTY DAMAGE AGO. PROOLP"SMOMPLETFO OPEA. 1114 PO COMBINED OCC L CONTRACTUAL RIA PD COMSINEO A00. ! ' INDEPENDENT CONTRACTORS LOAD PWW /OIDNINfY 00MOM PERSONAL "QUAY AGO 6 PEIICONAL IMJVRY AUTDYONI! LIA911,I1r ANY AUTO RQpILY INJURY IPP off"Al ALL OWNED AUTM I PLY• PAN. ) 1ALL OWNED AUTOS 1 040W TAM) PIN. Pw. soolLY IW VAT lPf ALaM.nq HIAED AUTOS NON•OWNED AUTOS PROPERTY DAMAGE GARAGE LIAStLITY ROOILY IKNVRr A PROPERTY DAMAGE • COMRINE4 EXCESS LIARILITT EACH OCCUAAE.NCF. I UMSRELLA FORM AOORFOATE ! OTHER THAN UwSRF,LLA FORM MORIL[A'1 COfllPERSAT10% STATUTORY Limits EACH ACCIOEN1 11,000,000 AND [r►t.orcRA• uAasTrr A05106743 10/01/98 10/01/99 M&F•ASE—POLICT L1WT 1 DIRFASE—EACH EMPLOYEE f OTHER Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fx 530-538-2140 SHOULD ANY OF TH(; ABOVE DESCRIB£U POLICIES BE CANCf LLEU Btr•ORE Ila EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENOEAVOq To MNL —IQ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLGER NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR LIABIUTYAF ANY KIND UPON THEQOWPIIANY. ITS AGENTS OR REPRESF.041AtIVFS LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.—Q?- /Y'l OWNERS a A.P. 0� NAME: f r NUMBER: PRINT LAST NAME FIP41TJ COUNTY ZONING a 3-750 DESIGNATION: A 9 FLOOD ZONE: n ,r FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS V OR MAP j 7A $ DEED INFORMATION: 12-61a/100f 2�Z1197) DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: &MP- Y PWT -1'J -VA1 d/ ti -Ns O F FOX % /EC- Si 1-✓.q1?fq GE/mn lzecona X*r ow 0 P- A :3-/i9/9 -7 MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NO TED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22. 23. 24 25. LD 7/96 CAWP51 TORMS.MBLDGPERM.CLR COPY of Document Recorded 12 -Jan -1999 1999-0001427 Has not'been compared with original BUTTE COUNTY RECORDER And when recorded mail to: Building Division : #7 County Center Drive- - _ Oroville, Ca. 95965 - AGRICULTURAL STATEMENT.- OF ACKNOWLEDGMENT z Y u;FOIt.RESIDENTIAL DEYELOPIVIENT - Section 26-8 the, Butte County Code requires this acknowledgment to. be recorded paor�to .issuauoe of a building permit The .s to .s.N... v .t 3 t i�� ).moi - o";' property described herein is -;adjacent to }land ort included; within, an arca zoned for agn4 ubb r alppurposes, and residents ..of this property may be subject to inconveniences or discomfort from. she use of agricultural chfsemrcals;°iaclnding, but not limited to herbicides, pesticides,. and fertilizers;, and from : the pursuit. of agnctilfural operations: including, but .not, limited to cultivation, plowing, spraying;.;Pruning,,and,harvestina which occasionally generate dust, =616e. noise, and odor `Butte County has established agricultural purposes, and. residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary-tarm.operations. All that real property situate in -the County of Butte, State of California, descn-bed as follows: G/Zry rolr 1.,*,v '' Date: State of California ) v County of CONTRA COSTA ) Onj/iN It! 9i% before me,�Cyoy�✓✓ personally appeared /✓ � A�/P G4il. PA7"%2 / c A A/Q2 l iCI L ersonally known to me (or proved to me on the basis of satisfactorygvidence) to be the person(s) whose name(s) i a bscribed to the within instrumen d acknowledged to me that he/sh a xecuted the same in histhe err orrLe capacity(ies), and that by histhe their ibnature(s) on the instrument, the person(s) or the entity upon be of which the person(s) acted, executed the instrument. WITNESS my official seal. Gerrit M. Van Rooyen UIQ 0 Comm. #1086545. Q NOTARY PUBLIC - CALIFORNIAN Signature seat: 2 CONTRA COSTA COUNTY n Comm. Exp. Feb. 17, 2000 A.P.# PLANVISION FSE Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: Received By: �_ Date: Permit #: Time: A.P ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ', I ❑ Engineering ❑ Plan Revision ❑ Requested by -Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and tamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings nust cl When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: C3Call and hold for pickup at the C1Chico Office ❑ Oroville Office ❑ Deliver with next inspection. ❑ $46.00 Recei t #: 13 Additional Fees Not Required Revised Plan -Check Fee: p based upon complexity and time involved to process this submittal. Additional fees may be due Additional Fees: Receipt #:3 7> BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-75 AGRICULTURAL BUILDING EXEMPTION PERMIT / PERMIT NQ, Agricultural building is defined as follows: Agricultural building is a structure des:eated, ne nd constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This stre shall not be a place of human habitation or a place of employment where agricultural products are processed, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. b ^ `� ZONING OWNER r 1 PHONE N O NE ADDRESSrov�� ` Le LOCATION OF BUILD NG USE OF BUILDING 1 SIZE OF STRUCTURE Q D � X SO. FT. N: TYPE OF CONST7STEEL- WOOD FRAME CONCRETE OTHER (Specdy) TYPE OF SIDING ROOF COVERINGFLOOR TYPE w C� v ESTIMATED COST OF CONSTRUCTION $— Q((__���.Q(0 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows --'A FRONT �AL-SIDES r 2O - �,µ'yl� - REAR /» ' AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. . ' AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made; I will contact the Building Division and obtain any necessary permits, inspections, and approvals to coTo"ith the requirements in effert at that time and before occupancy. �— Date c3/1+ Permit Fee - $60.00 Receipt No. Signature of The above described AG Building is exempt from S-b�ding permit. / Manager Building Division By tv�a�tti5 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION, . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 ' PE"IT APPLICA TION DA TA SHEET OWNER: r ASSESSOR PARC ER: ' - D D -O 0 Proposed Bu lding Use: Building Inspector: Date: At time of permit appticationQ,1 was ad sed the following data must be submitted prior to permit ro essmi and/or issuance: Date Received By VAll items have been submitted-------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- E17. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------------- ------------------------------------- 0 12. California Department of Forestry plan approval/fees. ------------------------------=-------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 1:12 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. -----------------------------------❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ' ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- . ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, process as follows eMail to owner, []Mail to contractor. ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By. - Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: i..'Cl Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: �^ 1 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 11Plan Cabinet, 13A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. F— N, 1017 AN L!L11.1J_ A sommil _70 F -T OQ Wit BUTTE CCS UN -d 0�A L, I L D, I IN G D E PA R TNA A P P R 0 V f<• M: GABLE E11) DETAIL S IRDIGBACK I�IHAII,,AFlJ LEDGER 12' O.C.1 IBRACEO AT 55' D.C.) GRACE � A35 LEDGER (HAIL 113(K1 10 YERIICAL Y/2 -10d HAILS) GAIT t IKI SPACING FOR H3 . 56.0. O.C. REFER TO SIIPSOI CATALOG C -9411-I FOR PRIM AIIACIIEHT SPECIFICA11011AIIAC11 A35 111 f DIRECT ION _ 1PIs m' tlt• � r� IS) 00 i'0.0 I HAx 1511 4H1 2xq F.L. OR H.F. 12 OR / BTR STP.OMfBACK BRACE I \SII\\ \ IN 1 PI L PEAK FLAIE 10 MATCH COMMON TRUSSES. (SI I SPLICE PLATE IO HAICH CUM TRUSSES. 1111 1 FEEL PLATE 10 HATCH C04a1 TRUSSES. (0) OP1101 1R WED PLATING: USE 131-2- VIRE SIAFLES (0.0)2 DIA./15 GA.) "IDEHAILED 11RU CIORO IHIO WED 1, 11131 WEB 11110 C1DRO Of DE FACE FOR A 101AL OF 5 STAPLES. (PI). 1ST ) I, IHI ) MUST BE PLATED. 16) GABLE END OESICII BASED 01 75MM WIND LOAD. EXPOSURE 'B' AT 0-25 FT. MIEAtI M111,11. c. I RUUF HAIERIAL-, co 112 / 6 - 10J C"a' BLOCK IC 1 HAILS (lUlL00KER GAELE ENO IAG1111A1 .'..� F 2X LEDGER , II\C11201 / I1PUSSES II STRONGBACK (M) 13P.ACEO AT 55' O.C. (C1 IM CONI1NX111S LATERAL BRACING FOR BRACE (SIRUNGBACK) MEMBER. LONGER THAN 72'. ATTACH AT MIDPOINT (F EACH BRACE. V/2 -8d CCM1OH NAILS. 24" MAX GABLE Elio \ O1ILOOKER \ \ 1111 )I NOTE. CIDP.OS TO BE 2X4 FIR-LARCII 12 H1H. IIOIEI MIS DETAIL MAY BE USED FOR IRUSSES '11TI1 PI ICHEO B.C. ALSO. PLATE MAX. WED LENGIII WARNING—"F&G 4 U'��iKKIRI't�iCAnj 410 8AACII4. $99 Hu -a 111 IPI. SEE 1"" aq6 FOR AOOI110111L NICIAL ►EP"AKHI SRAC 111/ O O C=3 C=3 2X4• 6-1-0 3x4• 13-6-0 O o O O O o O C=3 OAA NMIMPORTANTMWP1��"912IM FOR All 0[[11110" 1" IVIS 09116N OR ullt SPECIFICAIJOn1. on ANI FAILINI 10 11101[0 1111 IO10SS IN COIfORIWC1 ■1111 0111111 II Irl. 1'"s.140 WARNING—"F&G 4 U'��iKKIRI't�iCAnj 410 8AACII4. $99 Hu -a 111 IPI. SEE 1"" aq6 FOR AOOI110111L NICIAL ►EP"AKHI SRAC 111/ O O C=3 C=3 ALPHA[ C0IKCIORS ARE Wall OI 1001 OAL1. 111991. KITING &SIN A4411 64 9 EICIPI AS NO110. IMI CoM4CIOAS 10 SACH FAC[ OI "ft"s olltw.lu LOCAISO ON 1111$ oII101L POSI110" 010111IKHIS. ULlff 011lP1111t IIOICAIIO. CIOAO SHALL SE LA19AALLI SRACI0 Willi L/ AIIA040 ►LIP000 SIlAINI110. 110110" Cl 1; o c01PiC1o" ran GRAMM& TIO. 100 l uu•P. 11ISICH IIAWAPOS si ►dog" ��u oAl..uo A.nRvivao id C�o.PIOI1i1lii oc/1C1/0 [EPI 1111" ~IFLI AIISCIlO 1111110 CIILINO -- I 100 RAINALL IA►I<ICAIIOH. ICIIIICAL AIWr11611,A IC0►I W 111 en M3 O 1= O t� 1" ora t, ANO SINL1. N01 It ra110 Vail IN ANI 011110 AAI. 111116" 10 11! AVIS !#Veno" COIIIPAC1oR, A••IN [mss nut Ua111N1t. 1412 - 1991 "AJlu"AL O(SI6" SPIC111cAllo" FOR Paoli CmItnlCllon 3-10d / NAILS EACII END OLITLOOKER CRITERIA 3.s' IIAx, / IYP. NOMI Ir • ?4' Q.C. 1.5' HAx, 12' HIM1 24• MAX 2X4 F.L. LUMBER GRAOES MAX. LEUG111 VITICUT BRACING (111 Y/ SIROY,OACK BRACE ISI STANDARD 5-11-0 11-10-0 OUR. FAC. f.15 s Ar n 11 7-9-0 15-5-0 11 9 BETTER. 7-9-0 15-6-0 ESSI y A fb.C13815 r ETP, 61011 * CIVIL EQF6 TC LL 3010 PSF TC OL jg;o PSF TIC DL 9.0 PSF 0C LL PSF TOT.LQ. 50.0' PSF DLALL IN REF RATE 10/31, 01111 C0112 -ENO POC; OUR. FAC. f.15 s Ar n A.. 11HAIL-02 AI.IEIuIAIE Onlrino 1: - Witt: SEE nI1A1111AG 1111111111AL Flll) 1-11110E11. PLATES, Atli) (11111:11 DATA 11117 111101111 11E11E. I TnUSSES ,nE0II1PE EXTOEIIE CAN IN IIA1901.1NG EIIECTIn11 Ann 10NACEN11. IIEFEII In 11'1 ItO-111, 6C -E TNls hismil Full 0911 IOIIAI. SPUCIAL PEIIIfAIIEIII nnAC11IG flEG11ME1111-111S, MUSS IITIIE0416E 1111111IATE0, 1111' CHUM SHALL 111: LATEIIALLY IMAM IIITII 11IMPEALY ATIA11IE) 111.0110011 611L'AT11111G, AOT1014 CvIOIUI 111111 P1111Pk0LY ATIAMIEn CI:11-111f). A 2 1!i r SEE DRIGIt1AL QEIIIGII FPO Pl10PE)) QE11E11S101f9 f �I 91 r' 1 m IA) 1x4 N3 Nlarrrn nil IIEFTEn CONT111un11S I.ATRIAL nnAC11111 In fIE (:n11ALLY 6PAUC-0. AIIACII HIM (P. Od IIATI.G. 1111ACIIIG 9ATI:HIAL 1'D DE 6UPPLIEO AM AITACHin At WITH HOW TO A 6111TAOLE SUPPOnT UY EIIECTION C011111ARTnn. NAVY OF THE 0ELO11 HE111-11111En I1�AA 11IG TYPES MAY OE 6110S11 tIITEIIw ?X4 'T' IIIIACE, GAVE GnADE AS 111116 NL•IInEO. ATTACII NIM Iffll NAILS 0 44 O.C, OHACIIIG HATEMAL TO HE 611PPL11:0 uY FlICL'TION C011111ACT011. 1X4 'L' MACE. SAIIE GnAnE AS HED IIEI•InEn. ATTACII (91111 16d NAILS 0 6" B.C. 011ACING 14ATEAIAL TO BE 5111"I'LIE0 BY EIIECTION C0111nACT011. 2X4 'L' MACE. SAIIE GnAnE AS HER II -mr.n. ATTACII MT11 IGd HAILS 0 4' 0.f. UIIAC111B HATEnIAL TO nE SUPPLIF.I1 BY EIIECTION COIIIIIACT011. SCAB BRACE SANE SIZE. GnAOE' AND LEIIGTII Al NEO 11FIMfn. UG6Uli tHIT11 1f311 MAILS n 4` O.0 nnACI140 11AWRIA1. TD 11-11111 BY EIIECTION CONT0Ah011. m Pl.i. 7YP - A)�1t1� r10 O O O p p L=! O p Ca O [.7 O O CT p to C7 U �ALPIII o 4� p TrJUSS o 4� 4=1 O O p O O INMIIIPOIITAIITMN'Iruc 1145/19711/ /41101413. etc.NIAFIIIIIJG'°^ta K./n11/11~M/ c•a alYlL 401 KII /III141111 ItYI IIV la 6111"M 0w9Cllull LII OI1161IOf IIIIY 14th o16I681 0P 11[11 4'1CIPIC4111'll. DI IIU OIUCI•N, Set 1110.01 0/ 11,1. Ilt Ulla 0131:0 IIIILP4 14 RIt46 Ila Pm 1119utlalllu[a clot, oalll 0/ its. 16/ f23110101 1lleltt 1)'11401111 6o4clle fit11/III IYl9CIIed IPC Was Of 3394 611,10. 31/11- *91110 1111) Wllf,al/la. Wllaa OIIfINIIt IIQICIIIa. for 4119 cn 1 film a Ions• Int I tnfacllot 16 Nu 1901 or O1alt1 IIOII at I/19a1117 aPIt1Y Illlq ftw/ VWt1 814 684166 9119n141f 1111111 al lolls 1611144 n111101 a 41146146 ►triocu 684-1n1114. 686816681 I4u11 of144ce0U 116 nt411o/a 1)X I" 6 It -It'(. 01t101111,68/P040 'file 4`1011/4.1 Altluta Plaln Ull lilt •- its 9a1at41 /1.1P11Lw1 1,114#111014 of 164 9 w1- ill 11,6114196.11 lull[ 110111684, 1104111 IP/111111 Int foul/ Kn 01 1.11 06111114 v14191 la lot tor4vn W16110 I'M 4116/11 ItILKA1101, 61"ll t 1 cot•/ of 11111 1-11 tui. UO 1/01 lul 61 1'Ul0 0►al 111 NII Iluq al/, 1611681 11 0[_116064 1/tc9lde R111,N_cloo. 1��•1►�11�111 fl!11.1U 111/1[ Ill? - IIYLI�Il I111/l Kallll fi1L111{41111 tM ons pt11111�.11 ay1-_ r d -1191—LLA ,t.:el`!' 11.1 ULU 41. 0x f IC LL 30.0 PSF fl . IC OL 19-0 PrF- (Mic_nr1!:nl�� 119.: 0415 pc rn. 610 PSF (i[(� C Ili] OC LI_ 0.0 PrF MT,1.0. 50.0 ' .F TRUSS BRACING/BLOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY -TRUSS MFR. TRUSS BRACINS/DLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING MATERIAL TO BVISUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. r (M) HEIGHT OF TRUSS AT SUPPORT. n I NG SECTION S -S TRUSS (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. (P) SHEATHING APPLIED TO TOP CHORD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGEiT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REPQUIRED. S s APPROX. 45' (BB) BLOCKING TO BOTTOM CIV-S—D OVER SUPPORT, H.F. 113 OR BETTER 2X SIZE P.; D. PLT TYP. Wave TPI -95 Desi n Criteria: TP1-95 STD 18.20 "YARNING•- IRISH* AIOOIRE ISIREMI Q CA 1 - - R - O O Q - CANE IN FABRICATION. HANDLING. SHIPPING. INSIAILIRG AND BRACING. REFER 10 111•I1 (HAMDl11G I1SIALt1IG AND BRACING). ►YBIISM[D IY RI (TRUSS PLAIT 112'1011101[, TC LL REF R427 Q Q so' O.ONOFIO DR.. Sull[ foo. MADISON, MI f1)IB). FOR SAFIIY FRACIICEs pilot IO fIRFOAMINO IRIS[ FUNCTIONS. O`ESSIO QQ �yC O O URlts$ OIMERYISI IR01CAI[0, 10► CMOAD SMALL MAYS PROPERTY ATTACHED STRUCTURAL PANILS. BOTTOM CNOAO $MALL MAY( A PROPERLY Al1ACNED AIG10 L1t1120. r '-IMPORTANT-- FUUISN fP IA,O • �4(p T C D L DATE 1/12/94 Q�T�R T A Copy Of IBIS OISIGN 10 TNI INSTALLA1104 CONIAACIOR. ALFIME ENGINEERED f10DYCTS. INC, fNAll 101 BI AISPOMSIBLI FDA ANY DEVIATION FRON ; B C o L TMIf VISION; ANY FAILVIC 10 810110 IME IAOSS(f 11 CONFORMANCE YIIN III; 0A FABRICATING. HANDLING, SNI►►IMO• INSTALLATION ORBRACING Of IAOSf(f. IRIS DESIGN CONFOANf a t L L YIIN APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGNSPECIFICATION ►UILISMED BV INT AMEAICAM FDA($t AND ►APER ASSOCIAIIOM) AND TPI. ALLAN[ COU[CIONS ANY ,ADI Of FOGA AfIM A[FS G411 OAL1. STITT. TOT.LD. ORW 3,048,634 [� 0 0 INCEPT AS N01(D, APPLY CORN(C1043 10 CRANING$ 130.11fOSAND,1[ONAtFs OARSAMISE (NOIMEt1`fI10 f[ALNONN1NIfDESIGN, 0RAY1NG A/lll(SCOMlTC10RINIE01fI0M C.IV,�, �l'�rf D UR .FAC . CA -ENG / CWC of IMI [Russ 0101010 NE$( AND SMALL 101 RE RIIIEV UPON IR ANY OINIR WAY. Of C�`\EO� SPACING SEE ABOVE Job: TRUSS PROFILE (0) TYP. SL'TBACK� THISIOWG. PREPAREO FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. n V 24" O.C. FURRING ' TRUSS PROFILE WITH 40" O.C. FURRING BUILT-IN CRIPPLES BUILT-IN CRIPPLES c r(REMAINS IN PLANE -'{ - - (REMAINS IN PLANE --) CD WITH TRUSS) I r WITH TRUSS) 616 HIP WITH FUR I -PLY 96 HIP CHORD EXTENSION I -PLY Y5 HIP WITH FUR I -PLY H5 HIP WITH FUR ]-PLY (0� F�6�p4 HIP WITH FOR I -PLY 44 )IIP CHORD EXTENSION I -PLY - d3 HIP WITH FUR I -PLY SETBACK--{ N3 HIP WITH FUR I -PLY N2 H[P WI1H FUP, I -PLY r_, I 12 HIP CHUM EXTENSION I -PLY HI fl[P GIRDER MAY (B) (8) (B)� BI HIP GIRDER MAY Fz��K .BE MULTIPLEMf:MOER // \ BE MULTIPLEMEMBER (8)PURLINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING (CIINTINUOl1S 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (0) CRIPPLES SPACED 24' O.C. TYP. C)DP.O BY ERECTION CONTRACTOR (0) FURRING 6 FLAT TC CONTRACTOR(SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE JACK RAFTER RIGID 01 HIP I MAY BE I (B) PURLINS SPACED a 24'O.C. TYP. PERMANENT DIAGONAL BRACING (CONTINUOUS2X4) APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 48' D.C. TYP. CHORD BY ERECTION CONTRACTOR (U) FURRING Q FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. s NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. CONNECTION DETAIL PERMANENT BRACING DETAIL — SECTION A-ATHE DP CHORD START OF TOP CIIDP.D FLAT TOP CHORD PURLINS EXTENSION (TYPICAL) (CONT INUOUSv EXTENSION (SLOPING TD FLAT) / (SLOPING TO FLAT) SIMPSON H3 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. C= O O O O O OAUS O [= C7 O C= O r.7 JACK RAFTER. HI HIP, REFER ORIGINAL DRAW FOR MORE INFO ROOF SHEATHING JACK RAFTER. � L PERMANENT DiAGUNALS FORM GRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPROXIMATELY -20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)I NOTE: PERMANENT OIAGUNAL BRACING NAILED TO UNDERSIDE OF FLAT TDP CHORD PREVENTS LATERAL MOVEMENT OF Till' CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON END'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL) 10 NI IIIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT WI HIP, 11OWEVER, PLACEMENT a 20' INTERVALS IS STILL REQUIRED.) ENGINEERED PRODUCTS. INC. WARNING'RUSSE9 REQUITE EXTREME CARE Q�,ef`iSIO TC LL * PSF REF 8427--3591 **IMPORTANT* SHALL N01 8E RESPONSIBLE FOR ANY IN HIAHDLINO. ERECTION AND THIS DESIGN ;, W. C TC OL * ' PSF DATE 04/29/ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB -91 BY TPI. SEE RE ���' FAILURE TO BUILD TME TRUSS IN CONFORMANCE WITH 9STBS BY IPI. FOR ADDITIONAL SPECIAL PERMAIE141 BRACING A y 4t BC DI- NF pSF ORW cDl�oe ALPINE CONNECTORS ARE MADE Of 200A QALY. STEEL NEETINO AST" TO EACH FACE OF OUIREMENTS. U LESS OTHERWISE INDICATED, lop CHORD SMALL BE LATERALLY BRACED WITH PROPER Fti "A a r s * PSF CA -ENG PBC AAN6 GR B EXCEPT AS NOTED. APPLY COMECToAS TRUSS AND UNLESS OIERNISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SIEAINING. BOTTOM CHORD EIC LL CONNECTORS PERDRAWINGS M. 150 C 150A -F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE * TOT. LD. * PSF CONFORM W/APPLICABLE PROVISIONS OF NOS G IPI. AN ENOINEER.1 ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER DRYWALL APPLICATION. FURNISH A COPY DF 11115 EPJ. Cty" `. DUR.FAC. ' SEAL ON TH18 oPAMING APPLIES TO THE COIWMI41NI DEPICTED HERE IN ONLY. AND $MALL NO BE RELIED WON IN ANI 0I1ER WAY. DESIGN TO fit TRUSS ERECTION CIWIIPACIOR. SPACING • A --IPI - 114155 PIAIE INSTIIUIE. IDS - 1991 NATIONAL OESIGII SPECIFICATION FOR WOOD CON51RPC 11011 �WM ��Mml N 71- To FDGE PLAN — NIP' tvg;T'E-tz %�— 24'0. c. TfR 1- _k To pSoG� G�NTK R - TR�1�s I LAYo1 r• - ---� — �No�ZT C;o I ? 2K4 vR nc�w. e H«? _.HIP . TO RIDGE _ �v SRT oF- 2w4 C7 F2. NIS M�srictz -� pt.kiN w� .11-e-- - -- Q-cG oR axb �H1P TO HIP MASTER S G�tl4�d=I�.ou STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A. (916) 893-0112 l 0 • G• RAFTER Inco UNU. rHtrAHtU CHUM UUMPUItH INPUT (LUAUS 6 UIMENSIONSI SUBMITTED BY TRL " DUTY STANDARD JACK DETAIL LIVE LOAD (PSF) 16 16 SPACING - 24' O.C. 30 16 16 30 OEFLECTION CRITERIA: T)EAD LOAD (PSF) 1,5X3 (LIVE LOAD) 15 10 15 10 MAF'TER SLOPES < 4: 1LI - L/240 DURATION FACTOR 25% 25% RAFTCR SLOPES > 4: 12 < 12: 12 - L/1110 15% 25% 25X 15X CEILING JOIST - L/240 RAFTER .�) IT IS THE RESPONSIOILITY OF THE BUILDING OESIGNCR AND TRUSS FADRICAIO(l TO REVIEW TMS RRAVIING PRIOR TO CUTTING --14AX IM114 CLENI SPAN-- LUNDfR TO VERIFYTIIAT ALL DATA, INCLUOING DIMENSIONS r �` ANO LOADS, CONFOF114 TO 711r AIICIIITECTU(lAL SPECIFICATIONS / AND FAMICATOR'S TRUSS LAYOUT. 2X4 / MAXIMUM CLEAR 1 ,GX3 SPAN_— �._ _ I � 2X4 I -04 -FIR STANDARD -RCOUIRCO IF RAFT01 NOT CEILING.JOIST SUPPORTED AT ENO RAFTER SLOPE < 4:J2 RAFTER SLOPE > 4:J2 DUTY J2,12 CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 T)EAD LOAD (PSF) 7 15 to 15 10 15 10 15 5 DURATION FACTOR 25% 25% 15% 15% 25% 25X 15X 15% 1.00 -SIZE GAAOE --14AX IM114 CLENI SPAN-- PLATEzWAVE_TPI95 DESIGN CRIT=UBC OTY - i TOTAL - i O O O o o O o O O O p p O O �'� O O O A L P I N o T RU S S p O p OO p O C� O C=3 p O C� "�NARNINGrw IRUSSES REOUIRE EXTIIENE CARE IN FADIIICATING. HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND GRACING), PUBLISHEO BY Till ITRUSS PLATE INSTITUTE 583 O'ONOFRIO OR., SUITE 200. MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR i0 PERFORi1ING THESE FUNCTIONS. UNLES9 OTIIERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. ■NINPORTANTvx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE -ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICAB OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 H19 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. It JE SEAL ON THIS DRAWING INOICATE APROFESSIONAL ENGINEERING TAC E RESPONSIBILITY SH IMNLFLY FOR AIRUSSCLNENT DESIGN SHOWN. 11ESUIABILTYAND USE FTSCOPONETO ANY PRTCULAROUIOING IS THE RFSPQNSIQH ITY OF IIIE BUILDING DESIGNER. PER ANSI/IPI 95 QQO� �4,� �c V �, r4'rfC ("y y^ 6: ` IV�� OF (:����0� REF R992-90913 DATE 01/15/98 ORWG CDI00 CA -ENG jg - �WAII.0 PLATEzWAVE_TPI95 DESIGN CRIT=UBC OTY - i TOTAL - i O O O o o O o O O O p p O O �'� O O O A L P I N o T RU S S p O p OO p O C� O C=3 p O C� "�NARNINGrw IRUSSES REOUIRE EXTIIENE CARE IN FADIIICATING. HANDLING, SHIPPING, INSTALLING ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND GRACING), PUBLISHEO BY Till ITRUSS PLATE INSTITUTE 583 O'ONOFRIO OR., SUITE 200. MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR i0 PERFORi1ING THESE FUNCTIONS. UNLES9 OTIIERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. ■NINPORTANTvx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE -ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICAB OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 H19 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. It JE SEAL ON THIS DRAWING INOICATE APROFESSIONAL ENGINEERING TAC E RESPONSIBILITY SH IMNLFLY FOR AIRUSSCLNENT DESIGN SHOWN. 11ESUIABILTYAND USE FTSCOPONETO ANY PRTCULAROUIOING IS THE RFSPQNSIQH ITY OF IIIE BUILDING DESIGNER. PER ANSI/IPI 95 QQO� �4,� �c V �, r4'rfC ("y y^ 6: ` IV�� OF (:����0� REF R992-90913 DATE 01/15/98 ORWG CDI00 CA -ENG jg - PIGGY BACK CAP CONNECTION DETAIL (1) 4 CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITHER 3X8 TRIILOX NAIL PLATES.OR 4"x8" 1/2"CDX PLYWOOD GUSSETS ON BOTH FACES OF 'TRUSS. LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUMBER SIZES, GRADES b REQUIRED JOINT PLATING. • 2X4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS). ATTACH USING 2-16D NAILS. BRACING MATERIAL TO BE SUPPLIED 8 ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (1) REV - 4/22/93 -,PLYWOOD CALLOUT :. C0102 W = NUMBER OF NAILS REQUIRED TRULOX 4-6D REQUIRED ON EACH FACE 1/2" CDX 4-6D REQUIRED ON EACH FACE (A) CAP TRUSS * 2x4 PURLINS TYP. N (A) EASE TRUSS 2._ --RED . (A) 1 O 24" OC MAX ALTERNATE SHOULDER DETAIL' 12064 50 PSF DATE: 1/28/' 15 PSF DWG:, C0102 10 PSF I ENG: FM IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OVER NAY. DESIGN TO .TIE TRIS! ERECTION CWIINACTD cli Q` .--IPI - IA15! PLATE INSTITUTE. ITIS - 1991 NA'IONAI OE91GH SPECt►ICAl10N fM HOOD CONSIIKICIION r ►. SPACING 2'_0'OC PITCH:VARIES TYPE: DETAIL PLATE TYPE FURNISH A COPY OF T14I8 DESIGN TO ERECTION CONTRACTOR _ B A _ R ■ Q S V �7 TRUSS W H I MPOR T AN T H *ALPINE ENGINEERED PRODUCTS. INC, SMALL HOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE NII" OSTBS BY TPI. ALPINE CONECTORS ARE MADE OF OOGA GALV, STEEL MEETING Am A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CON ECIORS PER DRAWINGS 130, t50 S 150A -F. DESIGN STANDARDS C01FOM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S SEAL ON THIS D AMINO APPLIES TO THE COMPONENT DEPICTED HEiE. WARN I NGTRu9BEB REQUIRE EXTREME CARE IN K"LINO.ERECTION OtESS�O BRACING. SEE HIB -91 BY TPI. SEE THIS OE n. FOR ADDITIONAL SPECIAL PERMANENT BRAC Y� OUIRENENTS. UNLESS OIHERMI9E INOICAT Yn CNORO SHALL BE LATERLILLY BRACED WITH 5 w LY ATTACHED PLYWOOD SHEATHING, BO1T WITH PROPERLY ATTACHED RIGID CEILINGG 00. 6�M'1 tk ALPINE TECHNICAL LIPOATE 0/1/91) FOR E7O` DRYWALL APPLICATION. FURNISH A COPY 0 TW �� DESIGI TC LL: TC DL: BC DL: TOT. L DUR, F ALTERNATE SHOULDER DETAIL' 12064 50 PSF DATE: 1/28/' 15 PSF DWG:, C0102 10 PSF I ENG: FM IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OVER NAY. DESIGN TO .TIE TRIS! ERECTION CWIINACTD cli Q` .--IPI - IA15! PLATE INSTITUTE. ITIS - 1991 NA'IONAI OE91GH SPECt►ICAl10N fM HOOD CONSIIKICIION r ►. SPACING 2'_0'OC PITCH:VARIES TYPE: DETAIL Cri t2 Iz: C=. I17 Lc' C=2 0 z YBB-BTR BLDRS - TT 39.1-117 unun me ., TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :81 2x6 OF -L #2: WEBS 2x4 DF -L Standard :W1 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CALCULATED HORIZONTAL DEFLECTION IS 0.20• DUE TO LIVE LOAD AND 0.34" DUE TO DEAD LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. NOTE: REACTIONS R A R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W5X8o W5X4m W4X1243 /(f e`"-• 10 r U �' W5X8's a W3X14 (Al) B B1 Ate.. HS514soi w Rx w w z z W3X41= 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS H L2 -Complete Trusses Required F_ NAILING SCHEDULE: (12d—boCnails) TOP CHORD: 1 ROW @ 12" OIC. BOT CHORD: 1 RON @ 12" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ri (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.. 30 PSF BC LIVE LOAD PER UBC. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC, W3X6 so W3X8 ® W2. 5X4 a W3X6 W3X10 W1.5X4 I 3-0-4 W1.5X4 m W2.5X4e W3X4s W5X4=-_-10-0-0 WH10sa HS4121a +8-0-0 C=3 C-:3 z 6-0-0 27-1-8 3-5-8 29-8-0 -GO 33-1-8 Over 2 Supports 1' I R-2605 W-5.5" - R3-1776 R-2698 W-5.5" R3-1981 c' PLT TYP. High St ren th,Wave TPI -95 -"� D i C 00 CJ) 177 N E-• v O Rt 177E C®Uf n ALPINE Alp- Fm Pfp��� $RCEN� A �� es n rlteria. TPI STD •WMNIYG•' TRUSSES REQUIRE EBTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND •BRACING. REFER TO NIB•91 (HANDLING INSTALLING A1D BRACIBG), PUBLISMED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFBIO OR., SUITE 100. MADISON, NI SBF1B), i0R SAFETY PRACTICES PRIOR TO fERF01NING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD ORETYE RACTICESOPIRLY ATTACHED fTROCTURAI PANELS, BOTTOM CHORD Stull BAYS A PtOPGLLY ATTACHED t1GID CEILING. •IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL ROT BE RESPONSIBLE FOA All DEVIATIOS FROM THIS DESIGN; ABT FAILURE TO BUILD TAE TRUSSES IN CON/OtNARCE WITH TPI; Olt FABRICATING, BANDLING, SHIPPING, INSTALLING AND tRum OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOf (RATIONAL DESIGN SPECIFICATION PUBLISHED BY INC AMERICAN FOREST AND PAPER ASSOCIATION) AND TpI. At COBBECTORS ARE MAO[ Of 10G► ASTM A667 GRAD GALT. STEEL, ETC[17 AS AOrzO. APPLY COINECTONS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS 0131611, POSITION CONNECTORS IEq DAAWIN63 160 A•1, THE SEAL 01 TNIS DRAWING INDICATES ACCEPTAACE Of PROFESSIONAL Et61NEI41W6 RESPONSIBILITY SOLELY FOR INC TRUST COMPONENT DESIGN SHOWN. TH[ fBITABIl1TY ABD OSE 0► THIS COMPONEHi FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BBILOINGDESIGN(R. PER ANSI/TPI 1.1395 SECTION E. 18 w� •e� w C '98 .O 5 w {{�� "•F ��� # * t A = p�n�� TC P lO PS 1 BC DL 10.0 PSF 8C B C L L 0 . 0 PSF TOT. 36.0 PSF a 6 ;/Ft. F R .' 62 7 - - OA !710/9-1/98 ORN LAUSR427 992960 0 CA -ENG AE 8 / CWC SEQN - 12285 OUR. FAC. 1.25 FROM MOS SPACING 24.0" �. i (GREYBB-BTR BLORS - T2 39'4-13/16 HI 10' co CIL. TOP CHORD 2X4 DF -L #1 BOT CHORD 2x4 DF -L #1 ,WEBS 2x4 OF -L Standard :Lt Wedge 2x4 OF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, 10 PSF BC LIVE LOAD PER UBC. w BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X60 W2.5X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DTMENSIONSI SIIRNVTTCn RV T0:1CC uce CALCULATED HORIZONTAL DEFLECTION IS 0.13' DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR @3 OR BETTER ® 24.00'oc. W3X81a W3X49 W3X40 Vw4X12(F1) �10 W06® i T i I 3- -9 10-0-0 W3X8s . W1.5X4 m +8-0-0 10-0-0 19-4-13 3-5-8 29-8-0 3-8-11 33-1-8 Over 2_Supports R-1278 W-5.5' R-1185 W-5.5' PLT TYP. Wave TPI -95 R - Des1 n Criteria: TPI S1 ••YARNING•• TRtlSSES RFOII 10.E EXTREME CARE 1N FABRICATION, HANOI IN6, SHIPPING, INSTALLING AND I 'RAC IMG. REFER TO HIB•91 (HANDLING INSTALLING ANO BRACING), PU8IISAE0 By TPI � TYSTI TUTE, 60) D'OAOFRIO DR., SUITE t00. MADISON. NI 6371➢), FOR SAFETY PpACTIU S(TRDPN IONSS AiO CT - STRUCTMINGURAL THESE FUNCTIONS. UNLESS OTNERYt SE INOICATED. TDP CHORD SMALL 'ATE PROPERLY ATTACtlED CT *IMPO TAN PANELS, BOTTOM C40RD SHALL MANE A PRO►EALT ATTACHED RIGID CE IL IN6. ---. ••IMDORTAYT•• IVANISN A COPY Of TOTS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OETIATION FROM THIS DESIGN; ANY FAILURE TO `r' BUILD THE TRUSSES IN CON►ONMANCE MITI TPI: OR FABRICATING, BAMOLIBG, SNIPPING, INSTALLING AND CV ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F: CONNECTOR! ARE MADE OF t06A AStN A663 U40 GALV. STEEL, EXCEPT AS NOTED. APPLY CORMfCfORS TO V EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. ►OSITION CONNECTORS PER O ORAWINGS 160 A -I. TME SEAL D' THIS CRANING INDICATES ACCEPTAICP S1 PROFESSIONAL ENGINE lie Alpflle FA$ia0QCY1 Ptoda�ts,[� RESPONSIBILITY SOIELT f04 THE /RUBS CONIONFR7 CESIUM SHOWN. TNI SUITABILITY AND USE OF TRIS S'C[Ryty CA yj$28 COMPONENT FOR ANY PARTICULAR BUILDING 13 TOE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIlT►I 1.1995 SECTION E. 18 CA -1 EeF� CEO, TC LL 6 �OP�SF 198* 8TC Dews \��1:0 Q�S� 043845 BC 0 0 FF6F 2001 BC LL TO PSF * TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0• 1 .f j 4-k �� 75 /Ft. AEF 27--10903 TDRTE 10/23/98 DR W CAUSR427 98296041 CA -ENG AEB/CWC SEQN - 12306 FROM MD YBB-BTR BLDRS - T3 39'4-13/16 COF TOP TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 NEBS 2x4 DF -L Standard :Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 P5F BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X6,0 . V • A 0 8 W4X12(F1) ,o 04 . w w d� W3X8= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTFD RY TRlace Isco CALCULATED HORIZONTAL DEFLECTION IS 0.13 - DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00'oc. W2.5X4 m W3X4� WH6® T 31-9 +1 0-0 4p +8-0-0 T3 z w 6-O W ' z - 12-0-0 15-4- 3 5-8-11 3-5-8 f` 33-1-8 I Over 2 Supports" R-1278 W-5.5" R-1185 W-5.5'� > PLY TYP. Wave TPI -95 R m 0701 V ' Q • ALPINE AIPI_�acmdPEodOclN•Ioo. 0 Desi n Criteria: TPI(STD B YARNING-- TRUSSES Af0Ul0.f E[TRtXE CARE IN FABRItAT10N, HANDLING. SNIPPING, INSTALLING MD BRACING. REFER ro NIB•91 (NARSUITE INSTALLING AND BNAt1NQ, PYIIISNEO BY TPI (TRUSS PLATE INSTITUTE, 607 DONOR EO OR.. EDIT[ 100. MA01301, Y[ 53719). FOR SAFETY PRACTICES Pal To P[AFORM1NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CH040 SHALL HAVE A PROPERLY ATTACHED RIGID C11LING. -IMPORTANT— FURNISH A COPT OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED. -P°OOUCTS. IRC. fNALI NOT BE "CIPONSI°LE FOR ANY DEVIATION FROM THIS DESIGN: MY FAILURE TO °MILD THE TROnLf IN CONFOAMABCI YITN TPI; OR FABRICATING, XANDLINO, TNIPPINB. INSTALLING MD BRACING OF TRUSSES. TRIS 0E3161 CONFORMS WITH APPLICABLE PROVISIONS 0! NOS (NATIONAL DESIGN SPECIFICATION P09LISNCD BY THE MER )CAN FOREST AND PAPER ASSOCIATION) AND IF[. ALPINE CACD OR°ECTOROf S ME MADE OF SOW ASTM ANS3 6140 DUN. STEELATM I , E[CEPT AS NOTID. APPLY CONNECTORS TO ONAN110EE100 A,LSS. ATtllUS ALLS01 THIS )CRAVING INDICATES SACCEPTANCE 00FTPROFESSIONAL ION RENGINEERING THIS COMPOIENTFSPONSIBIFOR ANY LITY LPARTI ULARELY Fee EBUILDING ISTRUSS OTHETRESPONSIBILITY OF THE BUILDINGDESIGN SHOWN. THE IOI! 1114. PER ANSI/TPI 1.1995 SECTION E. 18. E • _ '98 p� ����,�N 1* �avYNn # * A -fid - /-/F T L 16.0 PSF TC DI. 10.0 PSF 8C DL 10.0 PSF B C L L 0.0 PSF TOT. LD. 36.0 PSF Scale -.18750/Ft. REF R427--10905 DATE 10/23/98 DRW CAUSR427 98296043 CA -ENG AE B /CNC SEAN - 12321 OUR. FAC. 1.25 FROM MD SPACING 24.0' (6REYBB-BTR BLDRS - T4 39'4-13/16 COFFER) TOP CHAD 2x4 DF -L f1 BOT CHORD 2x4 DF -L #1 MEBS 2x4 DF -L Standard :Lt Slider 20 DF -L #1: BLOCK LENGTH - 2.544' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILBING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2 -5X4•® to r W3X14,& 0 �-1 r9 " W06,53, W3X4 (E3) W3X4= W3X8(E3) p v e •10- i R-1134 W-5.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS UFR p(A%) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4'HEM-FIR $3 OR BETTER 0 24.00"oc. W5X4o W3X4'@ W3X88 W2.5X4a �!A// I I \( / I I \ (A,ilei W3X81a W1 -5X4 p W2. 5X4 g W3X8 rm W3X4m I 6* T 3- -9 10-0-0 W1.5X4 M 9-1-0 12-4-13 5-8-11 - 29-8-0 -31-6-0 Over 2 Supports R-1134 W-5.5' PLT TYP. Wave TPI - 5\R cti Design Criteria: TPI S' WARNING- TRUSSES IEOUIRE EITRENE CAME IN FABRICATION. MAIDLTNG. SHIPPI/6, INSTALLING All) BRACING. RE.14 TO H19.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI IT USS FLATS �( INSTITUTE. 007 D'OIDFllO OR.. SHITE 100, MADISON, YI 57119). 104 SAFETY PRACTICES ►0.104 TO ►EIfORMLNB THESE fOYCTlOIi. UNLESS OTNE0.YISE IBOICAi[D, TOP CHORD SMALL RATE PROPERLY ATTACHED CT SiIUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPEAIT ATTACHED RIGID CEILING. CT *IMPORTANT`• FURNISH A COPY OF THIS DESIGM TO TME IMSTALLATION CONTRACTOR. ALPINE ENGIPEEREO PRODUCTS, INC. SHALL MOT BE RESPORSIBLE FOR ARY D[YI►TION F0.0M THIS 0E3161; ANY FAILURE TO `'' ALPINE BOILD THE TRUSSES 11 CONFORMANCE PITH T►1; m FABRICATING, HAADLING, SHIPPING. INSTALLTNG AMO BPACIIG AT TRUSSES. PUBLI TOES DESIGN CO FORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DES IGI CV SP[CIfICAT101 PUBLISHED BY THE AHEM CICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - _ DIRECTORS ARE NAGE OF FOGA ASTM A067 GRID SALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO V EACH FACE OF TRUSS. AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POStT10N DIRECTORS ECT PER C= GRAYItOf 160 A.Z. TIE SEAL 01 THIS GRAYING INDICATES ACCEPTANCE Of PROFESSIONAL EY6IREENING AIPII�; ,�IpDtl RESPONSIBILITY SOLELY FOR TUE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMO USE Of THIS NlOL9T (,A COAPDMEIT FOR ANY PARTICULAR BUILDING IS TAE IESPONSIBIL ITY Of TH[ BUILDING DESIGNER. PER ANSI/7PI 1.1996 SECTION 1. 98 '1�G3815 111� i3alODI TL� 13UTTE Ct�u I CA ;i11WIR0ScM - 1875"'Ft TC LL 16.0 PSF REF R427--10906 TC DL 10.0 PSF DATE 10/23/98 8C DL 10-0 PSF DRW CAUSR427 98296044 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 36.0 PSF SEON - 12325 DUR.FAC. 1.25 FROM MD SPACING 24.0- N N 0 z ,.(GREYBB-BTR BLORS / BRUCE - T5 34'7-1/4 COMN) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 ULBS 2X4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00. OC, W3X( W1.5X4 THIS DHG.PREPAREO FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X40 W3X4o� w z W2, 5 X 4 = 5X4 d1 W3X4a T� T 1-0-8 8 0-0 �I I— 5-8-11 I 15-4-13 I 8-10-0 I R-1078 W-5.5" 29'11=8 Over 2 Supports R � 1A1A JJ -0 tR 1el� IECOU IT 1ErVL N PLT TVP, Nave TPI -95 Desi n Criteria: TPI STD 18.2[4 C7 -/P/-/- F C'le�25'�t. **WARNING— TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, NANOIING. SHIPPING, INSTALLING AND OAACII6. REFER TO HIO -11 (HANDLING IASTALLINO AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Erb_ TC LL 16.0 PSF REF 8421--28734 [7D INSTITUTE, SB] O'ONOf0.l0 D0.., SUITE 800, MADISON. MI 53I19), FOR SAFETY P0.ACTICfS PRIOR TO [77 /ER/O1N1A6 THESE FUNCT70NS. ULLESS OTRERYISC INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 11/17/98 [T �` STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. /��jb/ --� •'IMPORTANT•• FURRISM A COPE OI THIS DESTBN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9$ w� PRODUCTS. INC. SMALL NOT BE A( POAS18LE FOR ANY DEVIATION FROM THIS DESIGN', Ali FAILURE TO I1A BC DL 10.0 PSF DRW CAUSR427 98321001 ALPINE BU1LO THE TRUSSES IN CONFORMANCE NITM T 01 FABRICATING, MANDLIBG. SHIPPING, INSTALLING AND 5 ��, ---� BRACING OF TRUSSES• THIS Df SIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DEXI6N BC LL D.Q PSF CA -ENG AE8/CWC SPECIFICATION PUBLISHED BY.THE AMIRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE � �' .7 COIAICTORS ARE MADE OF 20GA ASTM ASSS 6fl40 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO IDT. LD. 36.0 PSF SEQN - 40468 C� IACN FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEq %. DAAY116S 160 A•1. THE SIAL ON THIS ORAVIRG IRDICATES ACCEPTANCE OF ►AOFISSIONAL ENGINEERING aD�En&cTd nets RESPONSIBILITY SOLELY FOR THE TRUSS COMPOYEHT OISIGN SHOWN. THE SOITABILITT AND USE OF THIS C DUR.FAC. 1.25 FROM MD 90cnmeo1. CA 9581$ COHPOAEIT IDX AAT PARTICULAR INILOIAG IS THE AfSIOSSIBILITY OF THE BUILDING DESIGNER, FIR Am/iPl 1•I11S SECTION 2. SPACING 24.0" (GREYBB-BTR BLORS / BRUCE - T6 34-7-1/4 STEP HVA 'OP CHORD 2x4 DF -L #1 OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 2400 MECH UNIT: SUPPORTED BY TC AT ANY LOCATION: UNIT WIDTH 04-00-00: SUPPORTED BY 3 TRUSSES. W3X4# 10 r H v o W1.5X4 m a ca 'r tx w x W4X40 T,' 0# W4X40 W3X8 a (A),//•, THIS DUG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** .lA) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS 1-/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. W2.5X4s W4X419 W5X81m 2-0,\d/ -0 W3X8 a W3X8a W4X4e W3X41a W1.5X4 N W1 -5X4 0 W1. 5X4 0 1 10 WI. 5X4 W4X4 (B1) im 0-5-13 -�6N 8- -13 +10-0-0 -IF110 - 0 ' L— 8-10-1 1_ 15-4-13 1 7-1-4 1 Q fE 31-4-1 Over 2 Supports ) R-1217 W-5.5' l R-1221 W-5,5' BUTTE CO UME i RU,LDNNG DEN�R-"& f1. PLT TYP. Wave TPI -95 Desi n Crlterla•'TPI STD 18 1 []D 07 ---� N N ALPINE V W ��C � ' 811=10-CA9S826 YARYI MG— TRUSSES 1I0PIRE EXTREME CARE 11 FABRICATION, WAADLIIG. SNIPPING, INSTALLING AND OtltT16. R. 70 ,10.91 (IUNDL116 IISTALLIHB AYO ORACI'NG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 103 D'ONOFRIO DR., SO ITE 1-00, HADISOA. YI SB719). FOA SAFETY PRACTICES PRIOR TO ►EAFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOAO SHALL RAVE PROPERLY ATTACHED STRUCTURAL ►Of(f, BOTTOM CHORD $HAH WASE A /ROPEALT ATTACHED RIGID CEILINS. ••IHPORTAYT-- /ONNISM A COIN 01 TRIS 0I516M TO THE INSTALLATION CONTRACTOR. AL►INE EKINEERED ?A DUCTS. INC. CAAII NOT BE AEf10NS1ILE POR ANY OLIIATION FAUN THIS O[SIGN; ANf FAILURE TO NOILG THE MINES 1/ CONFORMANCE MITI TF1; 01 FABRICATING, HANDLING, SPIPPIRG. INSTALLING AND NNACIIG oI TAOSSIS. THIS DESIGN CONf01MS WITH APPLICABLE PADVISIONS Of IDS (IATIORAL DESIGN SPECIf(CAT[ON ►IOLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS All MADE OF MA ASIN A653 6110 GALLA. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF THUS$, AND UNLESS OTBEINISI LOCATED OI THIS DESIGN, POSITION C0IIECTOAS PER OIAYR65 160 A•S. THE SEAL OR THIS OPENING DEDICATES ACCEPTANCE DF 7AOIL17TDAND USGIIEEARB ION►ORE TILITY FOX ANTIELY fol PANTY CULARLTRUSS BUILOING IS THETDESIGN $NOVI. THE RESPPONSIBILITY Of THE BUILDING1DESIGNER. SEPER Ttli3 AS SI/TPI 1.19,1 SECTION i.SPACING c ` �(�D -98 A S * * F TC LL 1 6 - 0 P S T C 0 L 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 36.0 PSF S a e 875" rt. RE R407-5'9.149 , DATE 12/22/98 DRW CAUSR427 98J56003 CA -ENG AEB/CWC SEON - 42858 DUR, FAC. 1.25 FROM MD 24.0' (GREYS -BTR BLDRS / BRUCE - T7 34'7-1/4 STEP COFFER TOP CHORD 20 DF -L #1 BOT CHORD 2x4 DF -L #1 :84 2x6 DF -L #2: WEBS 2x4 DF -L Standard :WI5 2x4 DF -L #1: PLATES -DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF. BC LIVE LOAD PER UBC. (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 0 v o W3X60 x w T w tx z W1.5X411 10 r W3X4® THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS NFR CALCULATED HORIZONTAL DEFLECTION IS 0.15"' DUE TO LIVE LOAD AND 0.19` DUE TO DEAD LOAD. (A)�CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. t DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. W4X40 W3X6Q W3X8 Ea W2.5X4 = (A) W5X8m �A)` W3X10 a 2-0-0 W3X8s W04s W3X6- W1.5X4 0 W1.5X4 N W1.5X4 01 1 ]0 W5X84rt. W6X8s B4 W3X8(A1) o 8-0-0 c� 8-10-0 15-4-13 9-7-4 I 30-4-7 3-5-9 33-10-0 'Over `2 'Supports�-. R-1207 W-5.5• R-1229 W-5.5" e N Q�I COUN "' PLT TYP. Nave TPI -95 N Design Criteria: TPI STD 18.2c4 EA -:1 - ?.= F` 'YARNING- TRUSSES A(GUIRE EXTREME CAPE IN FABRICATION, HANDLING. -SHIPPING. INSTALLING AND i �� '$Gale:; -.1875° Ft. I BRACIY6. l(/ER TO RDFAIO (HANDLING INSTALLING AND BgACINO), PUBLISHED BY TPI (TRUSS PLATE y�Efg//p TC LL 16.0 PS'F" RAF 427--28735 pp ,NST ITOiE, SBN D'OROFRIO ON., fUIiE 200, MADISOR, YI 59719). FOI SAFETY PRACTICES PRIOR f0 N'- --'v O� I; PERFORMING THESE FUNCTIONS. UNLESS OTNEAYISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACIEO W. TC D L 10.0 P SF DATE 11/17/98 CT STRUCTUSAL PANELS, NOTTOM CHORD SMALL RATE A PROPERLY ATTACHED RIGID CEILING. ---� - IMPORTANT" PUNIISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fNGINEIRED '98 A PRODUCTS • INC. SHALL ROT BE RESPONSIBLE FOR ANY DEIIATtOA FROM iNIS DESIGN, ANY FAILURE TO BC DL ' 10.0 PSF DRW CAUSR427 98321002 Com- BUILD TME IIYSSES IN CONFORMANCE WITH TPI; W FAIAICATIIG. HANDLING, SBIPPIRO, INSTALLING AND --- ALPINE BRACING 0/ i0OSSEt. THIS DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN lOZ00* BC LL O.O PSF CA -ENG AEB/CNC SPECIFICATION /OBLISIED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ."3 CONNECTORS ARE NAGE OF 20GA ASTM A6SS GRAD GALS. STEEL, FICEPT AS HOTEL. APPLY CONNECTOAS TO TOT. LD. 36.0 PSF SEAN - 40471 C� EACH FACE OF TROSS, AND UNLESS OTHEIVISE LOCATED ON THIS OESISN, POSITION CONNECTORS PER A1,, II,,,,,. ,,,5,,�.,, DRAWINGS 160 A.I. THE SEAL ON THIS OAAWING INDICATES ACCEPTANCE OF PROFESSIOHAL ENGINEERING A1P� aCdMgA1Cd A 95929 Ior AISPONSIBILITCONPOIENT FORYAN}LELY FOR ►ART[CUTARETRUSS BUIlDIN6OISOTgETDESIGN S@OVN RfSPONSIBIl1TY OF THE THE SUITABILITY AID [USEPOF THIS OUR. FAC. 1.25 FROM MD Seamnmm�CA9582B ARSIFTPI 1.1998 SECTION E. 111TT��� SPACING 24.0' w w; N Cn 0 z '(GREY88-6TR BLDRS / BRUCE - T8 34'7-1/4 HIP) TOP CHORD 2X4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :W14 2x4 DF -L #1: :Rt Slider 2x4 DF -L Standard: BLOCK LENGTH - 4.347' PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED'.PURLINS TO BRACE ALL FLAT TC @ 24.00. OC, W3X6 1 0-8 W1.5X4 BI M42 W2.5X4m A W3X8= W2.5X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. WU6-ez-, W3X8m W2 -5X4- W3X6s W3X8= WM a W1.5X4 In I .tom 10 W3X4(F7) <- N(F 3X147) -0-0 T2 •6-10-0 19-4-13 7-7-3 L30_-- 3-5-9 WE 33---10_0 Over 2 Supports R-1212 W=5.5' - R-7302 W.-5 .5. �� C �y�MT� PLT TYP_ Waco TDT_OS ALPINE Alp� amgi°� Products, sRla�DmrD,CA9s62eANSI/TPI Arca; n L.F-I LCF"10: Irl JIu —WARNING'- TRUSSES REQUIRE EITREME CARE IN FABRICAT109, RANOlIN6, SNIPPING, TNSTAll IN6 ANO BRACING. RLFfR TO "10.91 (MANDLIOG INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 505 D'ONOFR IO ON-- SOI TE 200, MADISON• WI 55719), FOM SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHAH qAT[ PROPERLY ATTACHED STRUCTURAL STRUCTURAL PANELS, BOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT*- IRNmALl NO A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL tl0T BE RESPONSIBLE FOR A" DEVIATION FROM THIS DESIGN; AMY iAfLURE TO GUILD THE IR OSSES lR COIFORNAI;CE NITM TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND NRACIY0 OF igUS5F5. THIS DESIGN CONFORMS WITH APPLICABLE PNOYISIONS OF MDS (tAT10NAl DES[fiq SPECIFICATION PUO LISRID BY THE AMERICAN FOREST AND PAPER ASSOCIATED 1) AND TPI. ALPINE CONNECTORS ARE MAO[ OF 20GA ASTM A6S5 0240 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS OLSIfiM, POSITION COBBECTORS PER DRAWINGS 160 A•2. THE SEAL OR TH15 ORAWIX6 IRDICAT(S ACt[DTAYCE OF PROFESSIONAL fM6IMI[RIN6 CDMPONERTsPO'sIFORLITYABYLPARTICULARELY FOR EBUILDING 15TRUSS COMP0TBETRESPONSIBILITY 07 TOE BUILDING SHOWN. THE (DESIGNER. PTY AND USE ER THIS 1.1995 SECTION C. 18.ZC4 ES ••v �- C� •98 A 5 r- 20 * * �A - ?Y = - F TC LL 1 6 , D P S T C D L 1 0.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT,LD. 36.0 PSF r SC.:Qe 1dfS Ft. REV R 2`7 - - 2 8 7 3 6 DATE 11/17/98 DRW CAUSR427 98321003 CA -ENG A E B /CWC �IIII Im 0-0 W3X8m W2 -5X4- W3X6s W3X8= WM a W1.5X4 In I .tom 10 W3X4(F7) <- N(F 3X147) -0-0 T2 •6-10-0 19-4-13 7-7-3 L30_-- 3-5-9 WE 33---10_0 Over 2 Supports R-1212 W=5.5' - R-7302 W.-5 .5. �� C �y�MT� PLT TYP_ Waco TDT_OS ALPINE Alp� amgi°� Products, sRla�DmrD,CA9s62eANSI/TPI Arca; n L.F-I LCF"10: Irl JIu —WARNING'- TRUSSES REQUIRE EITREME CARE IN FABRICAT109, RANOlIN6, SNIPPING, TNSTAll IN6 ANO BRACING. RLFfR TO "10.91 (MANDLIOG INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 505 D'ONOFR IO ON-- SOI TE 200, MADISON• WI 55719), FOM SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD SHAH qAT[ PROPERLY ATTACHED STRUCTURAL STRUCTURAL PANELS, BOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT*- IRNmALl NO A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL tl0T BE RESPONSIBLE FOR A" DEVIATION FROM THIS DESIGN; AMY iAfLURE TO GUILD THE IR OSSES lR COIFORNAI;CE NITM TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND NRACIY0 OF igUS5F5. THIS DESIGN CONFORMS WITH APPLICABLE PNOYISIONS OF MDS (tAT10NAl DES[fiq SPECIFICATION PUO LISRID BY THE AMERICAN FOREST AND PAPER ASSOCIATED 1) AND TPI. ALPINE CONNECTORS ARE MAO[ OF 20GA ASTM A6S5 0240 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS OLSIfiM, POSITION COBBECTORS PER DRAWINGS 160 A•2. THE SEAL OR TH15 ORAWIX6 IRDICAT(S ACt[DTAYCE OF PROFESSIONAL fM6IMI[RIN6 CDMPONERTsPO'sIFORLITYABYLPARTICULARELY FOR EBUILDING 15TRUSS COMP0TBETRESPONSIBILITY 07 TOE BUILDING SHOWN. THE (DESIGNER. PTY AND USE ER THIS 1.1995 SECTION C. 18.ZC4 ES ••v �- C� •98 A 5 r- 20 * * �A - ?Y = - F TC LL 1 6 , D P S T C D L 1 0.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT,LD. 36.0 PSF r SC.:Qe 1dfS Ft. REV R 2`7 - - 2 8 7 3 6 DATE 11/17/98 DRW CAUSR427 98321003 CA -ENG A E B /CWC SEQN - 40474 D UR .FAC . 1.25 FROM MD SPACING 24.0" (GREXBB-BTR BLDRS - T9 39'4-13/16 COFFER HIP) rTOPHORD 2x4 DF -L #1 HORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard ;W1 2x4 DF -L $1: lider 2x4 OF -L #1: BLOCK LENGTH - 2.345' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED NY TRUSS Kra DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER ® 24.00'oc. W3X60 W2,5X4� W3X8® W2.5X4a W3X6� 46tos W5X1W3X8(E3) W 0-9-12W6XWMa a z W3X4 (E3) 4. C2 I z w w ' 8-2-8 rs. 1-8-0 R-1257 W-5,5' C1`2 PLT TYP. Wave TPI -95 R ml O7 CT C -i N E� V W2.5X4Ea W1.5X419 W2.5X4Es W3X6Ga . 79 10-0-0 W4X4Ea 1 9-1-0 W4X4 (A2) E3 19-4-13 7-7-3 33-6-8 S L ver_ O.2 Supports ^JTTCO U NT� R-1278 N'=51?5-r,1NG DEPA.RTAAF��,. ALPINE p...�.,���ISHojj6 --" 4 --WARNING-- TRUSSES REQUIRE ERTRENE CARE IN FABRICATIOR ` BANKING, 307 Plt6! GRSTALLING AND) U BRACING. REFER TO HIS -91 (HANDLING INSTALLING ARD HAACINS), PUBLISHED By TpI (TAUS FLAT( INSTITUTE, 603 D'OROFAI0 OR., SUITE t00, MADISON, NI 65719), FOR SAFETY ►RACTI CES PR1ON TO STRUCTURAL ?ARSE FUNCTIONS. UNLESS LL HAWISE PROICATID, TOP CHORD SMALL HAVE PROPERLY ATTACKED STRUCTURAL IIlgAl FAR[l5, BOTTOM CHORD fRAll NAY[ A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-- PIRA is A COPY OF THIS DESIGN TO 1NE INSTALLATION CONTRACTOR. ALPINE [H61NL[AED PROTO THE DUCTS. INC. SNAIL NOT BE RESPDRfIBI[ F09 1; ORARY 0111ATIOM FROM THIS DEfIGBI ART FAILURE TO BRACING OF TRRUSSES.ssfs CORTHHI0R1jDESIGNICORFORNS NITHAAPPLICABLE PROVISIONSSOFFADS (NATIONAL INSTALLING 0[51611 SPECIFICATION PUBLISNEO BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►I. AI PIN[ CORNECACES ARE MAO[ OF t00A ASTM A6Sf ORAD GALE. STEEL, fDESIG . NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND yRLE55 OTH[RY1S[ LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORAYIN6S L60 A•t. TNL SEAL ON ?NIS ORANIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CN$POR[NT .11i 5 SECTION ULA0.ELY FOR [BUILOIAG ISTRUSS OTEE ?RESPOSS1Bll!?T OF Tx[ 6UI101R6SHONA. THE 10E5[6NtRTY AND 3LPt0. THIS ANSICITP I 1.1905 SECTION t. 1 8 4 E j�- a• C4_ {� _�T� '9g i0 * M rI CAI -11L -L -1 -IF TC LL 16.Q PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT,LD. 36.0 PSF ..Scale -.18750/Ft. REF R427--10913 DATE 10/23/98 DRW CAUSR421 98296051 CA -ENG AEB/CWC SEQN - 12362 D UR - FAC . 1 .2 5 FROM MD SPACING 24.0" (GREYBB-BTR BLDRS - T20 39'4-13/16 COFFER H qo TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 WEBS 20 DF -L Standard :W1 2x4 DF -L #l: :Lt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, 10 PSE BC LIVE LOAD PER UBC, IUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X120 10 r, H V 0 Ix WM o a W4X12(F1) ,o cs z W3X60 W2.5X4 an W5X8 a W2.5X4 = THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR CALCULATED HORIZONTAL DEFLECTION IS 0.18' DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. 'A �(A) CONTINUOUS LATERAL -BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD, LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00•oc, W3X8= W2.5X4am W3X64t W1.5X4 M W2.5X4a W4X4a W3X6a 11 10 T �0 . +10-0-0 W5X4(A2) B +8-0-0 w zLe 10-0-0 3-5-8 19-4-13 7-7-3 Q_33-6-.8_ _ t 37_-0-0 Over -•2- Supports rZ I R 1407 W-5.5' . R-1335 W 41I/Lgd Cod PLT TYP. Wave TPI -95 R •.. Dp Oo C7� C7.) N E� V O 'V-A ALPINE AfploeFyp�pp 0 P/pdUuS.IeC $04NJLmBO� yjg38 Desi n Criteria: TPI STD RUING** TRUSSES REQUIRE EXTREME CARE IN FABRICATINI, tlUDLINO. SHIPPING, INSTALLING AND ICING. NtFEI i0 NIH•91 (RANDIING INSTALLING AID BRACING), pUBIISHEO 0T TPI (TRUSS FLATS INSTJI . 183 C'ONDFRIO DR., SUITE XOO, MADISON, NI 53)19), fOR SAFETY PRACTICES PRIOR TO PEIFOIMING THESE FUNCTIONS. UNLESS LL SAVE SA INDICATED. TOP CHORD SHALL SAYE PROPERLY ATTACHED TIUCTUtAI ►AN[l5, BOTTOM CHORD f1All NAPE A PROPERLY ATTACHED RIG10 CEIt IIs. •IIWORTANT-• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RE3POSS1ILE FOR ANY DEVIATION FROM THIS DESIBS: ANY FAILURE TO BUILD THE TRUSSES 11 CONfORMANCE'NITN TPI: 01 FABRICATING, HANDLING. 3SIFPIIG, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED SY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORN[CTORS ARE NAOL 0► 206A ASTJI A653 CRAG GAIY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO SACS FACE Of TRUSS. AND UNLESS OTHENNISE LOCATED ON THIS DESIGN, POSITION COSNECTORS PER RESPONSIBILITY SOLELY TFOR HE fTHE TRUSS EAL 01 1 COMPONENT DESIGN S CRANING TSHOYNES �E/TATHE SUITABJLITTNCE OF DAND US(IAL IOFETHI6 CON P0IINT ►OR ANY PARTICULAR BUIID(N6 IS TBE R[SPOMSIBtIlTT Of THE BUILDING DESl61[N, PER ANSI /T►1 I.199S SECTION 2. 18. eYUiE {{�� �V W. rp_ 198 i0 C13B/5 �p * CA'- 1� - - •- F TC LL 16.0 PSF TC DL 10,0 PSF BC OL 10.0 PSF B C L L 0.0 PSF TOT. LD. 36.0 PSF � SC le 1875 ,t R F R4�1 7 • - L,09 1 2 DATE x'10/23/98 —TRW AAUSR427 98296050 CA -ENG A E B /CWC SON - 12359 DUR.FAC, 1.25 FROM MD SPACING 24.0' 1 1 - (fiREYBB-8TR BLDRS - T11 37' MONO HIP TRUSS) THIS DW6 PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. I TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L ;¢1 DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. • �., WEBS 2x4 OF -L Standard 10 PSF BL LIVE LOAD PER UBC. N PLATES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7,3.3. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER o: @ 24.00`oc. • o Ln Ln o o , z W3X6m W3X6o W4X4- W2.5X4o W2.5X4m W3X8m W2. 5X4 W4X4m W3X6- W1.5X4 N H 10 (— U A A a 3-10-15 w A W4X4 0 W3X4 an W2.5X4 m W2.5X4 a W2. 5X4 8-0-0 w W5X4(A2) Gs W3X4ra W4X4= W3X6- z W4X6m W1.5X4If z w , z 1.r 4-8-0 I 32-4-0 _ QL� _----,---___ ') �� 37=0-0 .Over .2_Suppor-tsr R-1423 W -S.5• PLT THP. Wave TPI -95 R �Desi n Criteria: TPI(S' 70.USS[S 205—IRE CAN[ IN FABRICATION, HANDLING, SHIPPING, INSTALLING ARD i BRACING. RIPER TO 010-01 (HANDLING INSTALLING AND BRACING), PUBLISHED Bi TPI (1X037 PLATE Ca 1NSTITOT[, 503 D'ONOFRIO OR., SUITE t00, MADISON, Y1 $3719), FOR SAFETY PRACTICES PRI OA TO CT _ f[NFOIHING THESE FUNCTIONS. UNLESS OTHERWISE IRDICATED, TOP CHORD SMALL NATE PROPERLY ATTACHED CT STRUCTURAL PAtttS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ---, • IKPORTAKT— FORRISH A COPT OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE I111EIREO PRODUCTS. IRC, SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESION; ANY IAILUR[ TO M ALPINE BUILD THE TRUSSES JR CONFORMANCE YITR TPI; 00. FABRICATING, HAHDLIRG, SHIP►ISG, INSTALLING AND N BRACING OF TRUSSES. THIN DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIOMAI 'ItiGR COtN1CTORSTARE MADE Of04 OEDDAOf �AST" AGS3AGR40 GALV . STEELN FOREST AND [REXCEPTASSOCIATION) As (NOTED. TA►PIYALPINECTOAS TO E' NE EACH FACE Of TRUSS, ARD UNLESS OTHERWISE LOCATED OY THIS DESIGN, POSITION CONNECTORS PER C ) DRAWINGS IRO A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EWGIAEtRING O AIPim Saghwcmed pr p RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILITV ARO USE Of THIS SNQO>om0� cn 95828 COMPOI(RT FOR AWY PARTICULAR BUILDING IS TBE RESPONSIBILITY Of TRE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION t. R41319- A'45� CA - 1 - - - F 1e 6e 1874" TC LL 16.0 PSF 7REF R 27-f1b911 TC OL 10.0 PSF DATE 10/23/98 BC DL 10.0 PSF DRW CAUSR427 98295049 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LO. 36.0 PSF SEQN - 12346 DUR-FAC. 1.25 FROM MD SPACING 24.00 I N P_: C=� LC'3 LC -3 C=- C=; z (QREYBB-BTR BLDRS - T12 30'4 HIP GIRD TAD runon .,-L $A :10 Zxb DF -L #2: BOT CHORD 2x6 DF -L $2 :83 2xB DF -L #1: 4IEBS 2x4 DF -L Standard •**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ADDITIONAL LOADS BC-,FrO1NM8E587UPLFAat 16.00/toLAT587UPLFAat 24.33 BC - From 72 PLF at 24.33 to 72 PLF at 30.33 BC - 2698 L8 Conc. Load at 6.00 BC i 450 LB Conc. Load at 24.33 (H)RECOMMENDED CONNECTION FOR TRUSS T-1 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. CONDITIONS NAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. RECOMMENDED CONNECTION FOR ALL TRUSSES (UNLESS OTHERWISE SPECIFIED) FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED, DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W2.5X4 0 ^ W6X8 e H C-3, a 0 a cam. W3X643 W3X44 W3X4® A 10 r w W2,5X4 f»~ w w z TZ � W3X4(Al) 0 w W2.5X4Ea W4X4Ew W5X8ra C-1 WMg;, 698# 4X4 N Q LI I 12-1-12 o -9-n 3-5-8 R-485 W-5,5' C-3 PLT TYP, Wave TPI-95XR CJS C» N ALPINE 1 THIS ONG PREPARED FROM COMPUTER IUPIIT 110ADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Required F==2 >1- 4 Complete Trusses PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (12d_box_na[]s) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 2 ROWS @ 6- o.c. (EACH ROW) WEBS : 1 ROW @ 4' o.c. REPEAT NEACH APACING ILINGQUAL IN ADDITION APPLY (1) 1/2° BOLT AT EACH JOINT LOCATION. NOTE: THIS TRUSS IS DESIGNED ONLY FOR THE CONDITIONS AS SHOWN. IF THESE CONDITIONS CHANGE OR IF THIS TRUSS IS DAMAGED OR INCORRECTLY FABRICATED IT MAY NOT BE REPAIRABLE - REPLACEMENT MAY BE REQUIRED. RECOMMENDED CONNECTION FOR 33-1-8 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24' D.C.: SIMPSON HUS26. ' CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. C 10 PSF BC LIVE LOAD PER UBC. W4X4so W5X6E3 W6X4e W3X10a -n-n 30-4-0 Over 3 R-14405 W-3.51 -lu-I IDDor ••YARNING•• T4GSSE5 REOUINE EITR[ME CARE IN fANRICATIOD a NMOL NBC 3tliPPel 6i Criteria: IIID AYD BRACING. REFER TO tl18.91 CHANDLIRG INSTALLING AND BRACING). IRSTITUTE, 1 8 3 D'ONOFRIO D4.. SUITE 200, MADISON, Wi 539),►YFDA SSAFET7 PRACTICES TPI UPR[ORA 0 PERF04MIR6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, NOTION CNORO SRALL HAVE A PROPERLY ATTACHED RI610 CEILING. IMPORTANT— COPY Of ISPRODUCTS- INC. SHALL FURNISH HOTAOf AISPONSIOLED13161 FOR ART DEVIATION TO THEIfROMRTH ISTOESI6N: ANY ALPINE [ETDO DO110 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND GRACING OF TRUSSES. THIS DESIGN CONFORMS WIT$ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION POBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATIOA) AND TNI. ALPINE C09RECTORS ARE MADE OF ROSA ASTM A653 GR40 GALV. STEEL, EOCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE OF TRUSS, AND USAS4 OTHERWISE LOCATED ON TNI$ DESIGN. POSITION CONNECTORS ►EN DRAYN63 160 A-1. T$[ SEAL ON TRIS DRAWING INDICATES ACCEPTANCE 0► PROFESSIONAL ENGINEERING NESPOSSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN fM0Y1. THE SUITABILITY Am USE OF TN1f CON►ONERT ►OR ANY PARTICULAR BUILDING IS THE RISPORSISILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.19DS SECTION 2. 18 '98 6C43845 6*= '%� 'T \ Q(' � 10 W3X846 W4X12 e T5 uzviceW3X8o T 11-9 3W5X4s W3X6Ea WMiw +10-0-0 450 r1P. 5 X4 1&tl7-7 0-0 -3-8 3-10-8.4 1W� R-5158 W-5.5' - L - - F Scale -.250 TC LL 16.0 PSF REF R421--10916 G TC DL 10.0 PSF DATE 10/23/98 0 BC DL 10.0 PSF DRW CAUSR427 98296055 BC LL 0,0 PSF CA -ENG AEB/CWC * TOT.LD. 36.0 PSF SEQN - 12411 OUR.FAC. 1.25 FROM MD SPACING 24.00 V E� v A O x w A W C� W W z z (GREYBB-BTR BLDRS - 13 12'3-1/2 MONO HIP GIRD) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ----- :(LUMBER DUR JAC.-1.25 / PLATE DUR.FAC.-1,25) BC - From 134 PLF at 6.00 to 134 PLF at 12.29 BC = 504 LB THIS OWO PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. WH40 1504 W 8-0-0 ( 4-3-8 ) _Z__-_.. - � 12-3-8 Over Supports I � R-1023 W-3.5" '� `` -- __ R-1287 W-3.5" m N PLT TYP. Wave TPI -95 D C70 CT 07 c--; ' N H V . O 6-0-4 -0-0 -v \I %/�,�� -- r� lv Pv c '® ALPINE -�+•�...�..y�9s8i$ � esi n Criteria: TPI STD ••WARNTHG•• TRUSSES REQUIRE EITRENE CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND SLACIN6. REFER TO 010.11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IPSTITDTE. 007 D'OMOFAIO DR.. SUITE [O0. MADISON. HI S77I9). PON SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACKEDTC 371OCTUSAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. ••IMPORTANT•• FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fNODOCTf. INC. SMALL NOT HE RESPONSIBLE (OI MT 0[flAT10H FIOM THIS DESIGN: ANY FAILURE TO BOILO THE TRUSSES IH CDLFOAHAACE WITH IPI: a FABRICATING, HANDLING, SNIPPING. INSTALLING AND SPECIFICATIONTRUSSES. PUBLISHEDTHIS THEDESIGN AMERICANCONFORMS FORESTTH APPLICABLE PROVISIONAND PAPER ASSOCIATION)SAND TPI. of ADS(,ALPATIINE DESIGN EACCONH ARE MADE Of !OW ASTM A657 GRAD 6A11. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 1S0 A-1. IKE SEAL 00 THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CONmPONENTI►OA YANYLELY FOR TNT TRUSS PARTICULAR BUILDING O 120THETDESIGN SHOwl. IN[ RESPONSIBILITY OF Ill BUILDINGITY AND DESIGUA EPEE TtlIS ANSI/TPI L1fPS SECTION 2. 18 FES61p, W. '98 * * CA - 1 - -'F_ TC LL 16:0 PSF D L . 10.0 PSF- • BC DL 10.0 PSF BC LL 0.-0 PSF TOT. LD. 36.0 PSF Scale •.375' Ft. REF R427--10890 DATE 10/23/98 DRW CAUSR4T7 98296029 CA -ENG A E B / CWC SEON - 12184 DUR .FAC , 1.25 FROM MD SPACING 24.04 cr-a N �� C=D - LA -1 LA7 127 0 0 (GREYBB-BTR BLORS - T14 8' MONO H TOP CHORD 2x4 DF -L #1 . BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS -ARE CONVENTIONALLY FRAMED. W6X60 L* -1 -6-11�,J X4 III 6-0-0 2-0-0 ~-8-00 Over 2 Suppor.ts�----� R-533 W-3.5' R=504 W -3.5 - THIS DWO'PREPAREO FROM COMPUTER INPUT (I acne a niurucv,u . DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPING TC'OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC Q 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER NIB -91 13.2.1(FIG.33), OR DWG. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 01-05-00 OC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 5 -4 -0-0 PLT TYP.Wave TPI -95 R Design Criteria: TPI S' ^.. **WARMING-- TRUSSES R(00IAE 111 1111 CAR( [N ►ABIICATION, MAADlINB, SMIPPIIO, INSTAll IN6 Am "ACING. REFER TO 010.91 (HANDLING INSTALLING AND BRACING)', pUBLISNEO RT TPI (TRUSS PLATE Qp INST[TUT[, 8BS D'ONOTRIO DA., SUITE 200, MADISON, YI 8STI9 O� PERFORMING THESE FUNCTIONS. UNLESS OTBEg1f5[ IYDICAIED, TOp CtlORD SHAL�RAECETY PAACTICE PRIG TO PNOp[0.LT ATTACNEO p7 STIUCTURAI PANELS, Bon" CHORD SRAM Alf[ A DROpEpIE ATTACHED RIGID CE (l1AG. ---� •`IMPORTANT•• FURNISH SA A COAY OF THIS 0[f16N TO THE 115TALLATIOR CONTRACTOR. ALPINE ENOINEERFO P0.000CTS, iNC. SAAII NOT AE RESpOtlSIBIt FOR AAT D(EIATIOA /AOM THIS DISI6N; All FAILURE TO ALPINE BOIID INE iROSSES IA COAFOAMAYfE WITH TPI; OA FABRICATING. tlAIlDl1A8, SM EPPING. INSTALLING AND N , BRACING OF iNOSSES. THIS 0ESI6A ICA. WITH MpIICABIE /NO►1fI0AS OF ADS (NATIONAL DCSIBN SPECT FIC ATI OY PUBI ISHED 0Y TYE AME0.ICAN iOREST AND PAPlR ASSOCIATION) AAO Tpl. Al/1 AE E -i - tOANECTORS ARE MAO[ pi 1OGA ASM A55S GLAND GALE, STEEL. EXCEPT AS NOTED. APPLY COVIICTORS TO V EACH ►ACE Of TRUSS, ANO UNLESS OTNEAYIS[ LOCATED ON THIS DESIti, ►DSIIfoil COYSECTONS PER O e ar �• DRAYINAS 180 A-1. THE SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ^'Y_ RESPONSIBILITY SOLELY FOX THE TRUSS COMPONENT DESIGN SHOWN. TYE SUITABILITY AAD US( Of THIS 3t�lp�(,`p 83818 ' COMPONENT /Ol ANY PARTICULAR BUILDING IS TA[ RESPONSIBILITY OF TIE BUILDING DESIGNER, PEA ANSI/TPI 1.1995 SECTION E. Scale" 5 t. E i . TC LL 16.0 PSF REF R427--10889 TC DL 10.0 ,9C .0 % PSF DATE 10/23/98 BC DL 10.0 PSF DRW 5 CAUSR427 98295028 * BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 36.0 PSF SEQN - 12171 DUR.FAC. 1.25 FROM MO SPACING 24.0' I(GREYBB-BTR BLDRS - T15 16' COFFER TOP CHORD 2X4 OF -L #1 BOT CHORD 2x4 DF -L #1 REBS 2X4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRI155 UFO IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC d BC 0 72.00" OC.' DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. +8-0-0 8-0-0 3-2-0Q 8-0-0 I� —8- 0 3-2-0 I 16-0-0 Over 2 Supports.. pp� R-654 W-3.5" ��. — -- - -- _ R-654 W-34-`ki N � lja ot/ N PLT TYP. Wave TPI -95 R 0 1 C F�` C" C7j C -i N E -H V O ••IlARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION @ tlANDL NG, SHIPPI aRSTALLPXB ANOTD BA ACI NG. REFER TO tl1B•9l (BANDIipI IPSTALIipG AND BRACING). PUBIISHEO BY TPI (TNUSS /LATE I ST TUT $BS D-OROFRIO DR.. SNIT, [D0. MAD tSOR. YI X9)19), FOA SAFETY PRACTICES PRIOR TO ,. PFAFORNIXG THESE FUNCTIONS. UNLESS OTHERWISE IROICATED. TOP 9). ORASI SAFETYPRACTICES ATTAINED STRUCTURAL PARAS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT -- "ENSIBERIO CTS, INC. $NALLi NOTABI RESPONSIBLE FOCOPT Of THIS RGRANY DEVIATIONLFROMTO Tat INSTALATIORTHISTD,fIGN: ANYCFAILUREETO BUILD THE TRUSSES IR CONFORMANCE 9173 TPI; OA PABRICATIRS, HAAOLING, ftlIPP1RG. INSTALLING AND ALPINE a RACING OF SPECIFICATIONOSSES. THIS PUBLISHED BY THESION CONFORMS AMERICAN FORESTTH APPLICABLE AND PAPER ASSOCIATION)AIDT►f.OS (,ALPIpE DESIGN CONIEFACE ARE RAO. OF 2UNL ASTM ABSS 6140 CALM. OTEtl, INC[PT As NOTED. APPLY COtlNECiORf TO EACH FACE Of A-Z.TRUSS.ARD UNLESS OTHERPIDR LOCATED ON TRIS DESIGN. POSITION CONNECTORS PER DRAPINGS tLI A -I. THE SEAL ON TRIS OIAYlNG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��,,.,,,,,1S�,,.,,...� COMPONINT IFOR ANY PARTICULARTY SOLELY FORBUILDINGIS THEUSS RESPONSIBILITYOF THE BUILDINGSIOI SNOWS. THE IOESIS EASEPER THIS '�..9 AIISI /i,l t•1995 SECTION E. SB E�aM4_ y. w"wi(� *• y), �. 1 �0 '9B 3 R` rr�� M► * Ar RT' CA/ -/1 - - - F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF B C L L 0.0 PSF TOT. L D , 36.0 PSF ca l elFA—.37 - Ft. REF R427--10891 DATE 10/23/98 DRW CAUSR027 9829603[) CA -ENG AE B /CWC SEAN - 12188 DUR.FAC. 1.25 FROM MD SPACING 24.0' 1s i c+-), L.c'A aa.: 0 L17 L.A') 0 0 z Q3 z W z 7 (twtYBB-BTR BLORS - Tic 16' COFFER) 1 TOP runon e... BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 a THIS ONG PREPARED FROM COMPUTER INPUT n nAnt A nturWei— IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC b BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 8-0-0 4-0-8 3-2-0 — 8;10-8 Q R�52_1270-8 Over -- 2 SUpports 5'� I 9 W -3. R-416 W=3,5• cli PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD •YARNING" 1RUSSES REDOINE EITREME CMF IN ►ABNICATION, HANDLING. SNIPPING, lNSTAtl IN6 AND i BNAtlti. REFER TO 110.01 (RMOLINA INSTALLING AND BRACING). PUBLIENED BY TP! � INST ITDTE, SW D'OIOFN[0 ON „ WITS 200, MADISON. WI 53719), FOR SAfETf PRACTICESUPRtORATO CT - Pq►OtN4G THESE FUNCTIONS. UNLESS OTHERWISE SE INDICATED, TOP CNOAD SNALL`NAPE PROPEILY ATTACHED 07 STIUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. ---. •IMPORTANT-• FURBISY A COPY Of THIS DES14 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~ PRODUCTS. INC. SMALL NOT NE RESPONSIBLE FOR ANY BUILD THE DEVIATION FROM THIS OESfOH; ANY FAILURE TO ALPINE TRUSSES I1 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND N BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of HOS (RATIONAL DESIGN SPECIFICATION RACESOfOto" ASTM A6553BY THE AG940RGU Y. STEEL. EICEPTEST AND PAPER ASSOCIATION) ASIY TED- APAND IPLY CONNECTOR$ TO E-� EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN V DRAWINSE IAO A•2. THE SEAL ON T075 DRAWING 110 THIS ACCEPTAACI Of PROFESSIONAL ENGINEERING O A%QIDa GCXfi iW RESPONEIB IFOTT SOLELY ION THE BTRUSSUILDING COMPONENT 0(514 $RD". THE St1TABILITT AND USE OF THIS TO, C,A 9Sa28 COMPONENT FOR S S PARTICULAR BUILDING IS THE NE iPONSIBILITY OF THE BIILOIRG DESIGNER, PEN ANS(/TP1 1•ISPS SECTION 2. T16 co �8 CA/ -/I - - F SAt— cale -375" Ft. E0¢� TC LL 16.0 PSF REFR427--10892 W. TC DL 10.0 'PSF DATE 10/23/98 "M�9CIm4! BC DL 10.0 PSF DRW CAUSR42I 98296031 pp ilpmq BC LL 0,0 PSF CA-ENG'AEB/CWC * TOT.LD. 36.0 PSF SEON - 12192 OUR JAC. 1.25 FROM MD SPACING 24.0" =L. 0 L2 �o 0 z H v 0 A 0 a a A Cs3 !x C=3 C=3 z :2-- 9=3 C=3 z_ Q. .-a Q (GREYBB-BTR BLDRS - T17 3'10-1 TOP CHORD 2X4�DF-L #1 BOT CHORD 2x6 OF -L $2 WEBS 2x4 DF -L Standard MONO GIRD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC d BC ® 72.00" OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. RECOMMENDED CONNECTION FOR 12-4-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24. O.C.: SIMPSON LU24. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN INDICATED. C W1.5X4 11 W2X4(A1) sa W1.5X4 19 3'-10-8 Over 2 Supports its R-530 W-3.5• R-450 W-3.5' 3- -9 8-0-0 GIRDER SUPPORTS: 12 -04 -06 -SPAN -TO BC ONE FACE AND 02-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cli PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S' •IIARtlIN6•• TRUSSES pFON3lE EtTIIEME CAR[ It FABRICATION, BANKING. SHIPPIYB, INSTALLING AND •BRACING. REFER TO B1/•9I OHM 1,161 1NSTALLINS AND BRACING), PUBLISHED By TPI (ESOPs PLATE INSTITUTE. $B] O'DNOFRIO OR-, SOI TE 100, NADISON, YI 53719), FR SAFETY FRACTI(T PRIOR TO ",INFORMING THESE FUNCTIONS. UNLESS OTHIANISE INDIGTLO. TOP CtlOtO SHAH NAVE PROPERLY ATTACHED STROCTRAL PANELS. BOTTOM CHORD SMALL NATE A PROPENLY ATTACHED RIGID CEILING. ^' •"0. 00CTS. INC. $HALLINOTACOPY Of TiffHE HESPONSIBL[ EFOR SIGNATo THEY IATIONINSTALLFROMBTMES CONTRACTOR. ALPINE FAILOREFT00 `-i ALPINE BUILD 70t TRUSSES 1N CONfOIMANCE YTTM IF,: OR FABRICATING, HANDLING. SHIPPING. INfrullN6 AND N BRACING OF TRUSSES. THIS DESIGN CORFORNS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PEciriclCONNECTORSos ARE MADESOFDOf THE IOLA AST" A6'631CAJ GR40REST AND GALP M"FIERASSOC ElC("71ASINDTED 0 TPI. APp1TALPINE CONNECT085 Tp E-� DRAWEACH FACE 60 TRUSS, AND UNLESS OTHERMISE LOCATED ON TH13 DESIGN, POSITION CONNECTORS PER U DRAWINGS 160 A-2. THE 2[AL DI THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A]pine $0RESPONSIBILITY SOLELY FOR THE TRUSS CORPOR14T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Beaam� Jc 95gtg COMPONENT rot ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA ANSI/TPI 1.1995 SECTION E. 1 \ 7 4 04,io ged CA - 1 - - - F Scale—.375ftj'fft. FESiYp, TC LL 16.0 PSF REF R427--10893 W. ,9TC DL 10.0 PSF DATE 10/23/98 SBC DL 10.0 PSF DRW CAOSR427 98296032 �� gp yp� BC LL 0.0 PSF CA -ENG AE_ CWC * TOT.LD. 36.0 PSF SEON - 12195 DUR.FAC. 1.25 FROM MD SPACING 24.0• (GREYBB-BTR BLDRS - T18 9 - TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEDS 2x4 OF -L Standard (PLATES DESIGNED FOR GREEN.LUMBER PER NDS -97 TABLE 7.3.3. W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONST SuRMTrun AV TRIICC ueO IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 5 BC @ 72.00" OC, DEFLECTION MEETS L/240.00 1L1VE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. I.1-6-" L_ 4-6-0 —9-0-0 Over 2 Suppo'r`ts R-402 W3.5 R-402 N-3,5" cm r <A " _ PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S. ••NARNIN6•• TRUSSES REQUIRE E2TREHE CARE in FAMEATTOr. MANOL1.6. SHIPPING, INSTALLERS Aro ---1 BrACl1G. REFER TO HIN•91 (HANDLINS INSTALLIBS AND BRACING), RIPUBLISHED BY TPI (TRUSS PLATE CD IrST1TU". SBS O'ONOFAIO DR., SUITE 100. MAOISOI. Nl S3T191. FOR SAFETY PIACES PRIOR TO ►EI/OIMirS THESE FUIRfOtlS. UNLESS OTNEINISE INDICATED. 709 CHORD SHALL HAS( PROPERLY ATTACMIO CT SIR UC70HAL PANELS, BOTTOM CHORD SHALL NATE A PROPERLY ATTAINED RIGID CE It If O. •INPORTAN7•• FUNIISB A COPY OF THIS OESICN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8 I1)71E TRUSSESSHALL IN CONFORMANCE NT7NRESPONSIBLE TPIOROAANY FABRICATING. HANDLINGS SHIIPIrO. ANY IRtTAILIANFAILURE AND A L P I N E BRACING OF TgOss[S. nlf DESIGN CONFORMS NfTN APPLICABLE P ►ISIONs 0/ ROS (RATIONAL DESIGN CONNECTORSSPECIFICAT1ON ARE "ABESOFDBY 206ATHE AMERICANAST" ABS3 WFORESTI AID PAPER ASSOCIXCEPT ATION) AAto TAPPLTACONNECTORS 70 E- + EACH FACE OF TRUSS, AND NILE SS OTHEINISE IOtATIO ON TRIS DES]{N, ►OfiTIOr CONNECTORS PER C ) DAAN1165 160 A•I, THE SEAL 01 THIS DRA11IG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O Alpine $p PE-� AESPOASIBILITY SOLELY FOR THE TRUSS CONPONENT DESf6R SHOHN. THE SUITABILITY ARD USE OF THIS �BBQBID®I0. CA 959U .COMPONENT 102 ANY PARTICOIAR BUILDIr6 13 THE AESPOISIBILITY OF THE BUILDING DESIGNER. PER LLL ---- ANSIMI 1.1905 SECTION 2. 7 \8 4.8-0-0 A &V r7z� COUA, CA - 1 - - - F scale x,:375" Ft! 0E TC LL 16.0 PSF REF R427-710894 .98' r TC DL 10.0 PSF DATE 10/23/98 �BC DL 10.0 PSF DRW CAUSR427 98296033 s 0. i3piml BC LL 0.0 PSF CA -ENG AEB/CWC ClYil• TOT.LD. 36.0 PSF SEAN - 12208 �C DUR.FAC. 1.25 FROM MD SPACING 24.0" ; c+-> v A 0 a As. A C-13 a K=3 w w w Tom. Q (GREYBB-BTR BLDRS - T19 9' COMN 1. TOP Cm D 2x4 OF -L #1 BOT CHORD 2x4 DOFF #1 'WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. W4X4 Ei THIS DWG PREPARED FRON COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 8C @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. "` 'Aw W W2X4 (Al) Es �1�-a-—1-6-o,-! L 4-6-0 I 4-6-0 �-9=O=0-0'ver -2—Support _s R-402 W-3.5' ' -R-402 W -3.5 - PLT TYP.Wave TPI -95 R Design Criterla: TPI S1 •WARNING`'' TRUSSES REODIRE EITREME -CARE 71 FABRICATION, HANDLING, SHIPPING. INSTALL INH AND Bt ACING. REFER TO 010 -RI (HANDLING INSTALLSN6 AND BRACING), PUBLISHED BT T►I (TRUSS PLATE CD INSTITUTE. S83 0.01OF410 Dl., SUlif 200. NADmg. WI 55I19), FOR SAFETY PRACTICES PRICE TO tT PERFOARING THESE ►ONCT102S. UNLESS OTHERWISE INDICATED, TOP CROWD SHALL HAVE RACTICESOPERLY ATTACHED 07 A STRUCTURAL PANELS. BOTTOM CHOID SHALL HAVE A PROPERLY ATTACNEO RIGID LL HAVE ---. ••IMPORTANT•FURNISH A COPY OF THIS 0131611 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT It 41SPONSINLE 101 ANY 0EYlAT 101 FROM THIS OESIGH; AMY FAILURE TO `r' ALPINE BUILD TEE TRUSSES IN CONTOUTANCE WTTM TPI; OR lA82ICATIN6. HANDLING. SNIPPING, IISTAtLIN6 AND �y BRACING OF TRUSSES. THIS DESIGN CONFORMS WITS APPLICABLE PROVISIONS OF NOS (ILTIONAL 095162 _ CONNCIFICATION NECTOR$ ARE MADE OF0BY ROGATIE AMERICAN ASTM AB U40REST8ALL 11STEEL`RENCEPY AS ASSOCIATION) NOTEDD. An TAPPLYALPINE CONNECTOR$ TO E--; EACH FACE OF TEOSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMNECTOAS PER CJ DRAWINGS 160 A•2. THE SEAN ON THIS DRAVINS INDICATES ACCEPTANCE 0► PROFESSIONAL EIOINEEAIAG O •yrlu $MQ w(;�-' �' COMPONEITPOISE IRES a FOR ARYL M L►ARTIELY WIARETR US$ COME,BUILO INDOTo[ Ef/ONSEBII IElffy DESIGN nT'1' OF TME WOINBSUITABILITY OfS[6RfR USE /Et THIS MSI/T►I 1.1911 SECTION 2. 7- +8-0-0 L � V, 18. CA/ -/11-/-/-/F S4falev-.3750Ft. ES37p TC LL '16.0 PSF REF R427--10895 W. TC DL 10.0 PSF DATE 10/23/98 ,9 C43845 8C DL 10.0 PSF DRW CAUSR427 98296034 BC LL 0.0 PSF CA -ENG AEB/CWC * TOT.LD. 36.0 PSF SEON - 12205 DUR.FAC. 1.25 FROM MD SPACING 24.0° C—) - C7, rn cL.: C= - Lc'), L.C) Lf') 0 O z .(GREYBB-BTR BLDRS - T20 28'6 HIP 6- SB) TOP CHORD 2x4 DF -L #1 :T2 2x4 OF -L #18Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG,33), OR DWG. CDI10. SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. H v 0 0 a A 4X12 w a w w z W7X6o W3X1011a W4X41m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ry JA)�CONTINUOUS.LATERAL BRACING EQUALLY SPACED ON MEMBER. \i DEFLECTION MEETS L/240.OD.LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. NOTE: REACTIONS R 8 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W7X6 Wl - 5X4 M W4X12 (B3) m4 6-0-0 a 16-6-0 6-0-0 6 IR -2193 M-3.5- .728-6-0 Over -2 Supp R3-1416 R-2193 W -3.5- R3-1416 0 PLT TYP. Wave TPI -95 R Des1 n Criteria: TPI STD B MANNING*- TNNSSES I[00IgE EXTAENF CANF 1H FAI11tATIDY- HANDl1NO, tliffiN6. INSTALLIY6 11D ( BRACING. IEfER TO HIB•91 (MAIDLIN6 INSTALLING AND BRACING), pOBLI SHED 1p T/I r pp INSTITUTE. sea o-aaFelo DR.. SUITE E00. MMIfOI- NI $3110), 102 SAFETY PRACTICESV1101` O, PEIFORMIIG THESE FU TONS. 91LISS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r Q0 STROCTOIAL FAIILS, BOTTOM CHORD SMALL HAVE A PIOPERLT ATTACHED RIGID CEILING. ---. —IMPORTANT— SMALLISN ROTASEOPY Of THIS IESPONSIBLEDESIGN TO FOR ANY 74EINSTALLATION FROMITHISTDESIGN: ASSTREFENGINEERED AILURE To 1UIlD THE TAOSS13 11 CONFORIWCf WITH T9II 01 FADAICATINO. MANDLIYC, SHIPPING, INSTARIN1 AID -98 i0 N ALPINE NAACIFI OF TN/SUIS. THIS DESIGN CONFORMS WITH APfLICAOLI PROVISIONS OF YDS (NATIONAL DESIGN CONNECTORS AI ►O1lISHED BY TOE AMIRICM FOREST AND PAPER ASSOCIATI01) AND TPI- ALPINE 6 r E+ t011ECTM! ARE MADE OF IOU ASTN A653 6140 GLI. STIIL- EXCEPT AS NOTED. APPLY CONNECTORS TO * �� C> EACH FACE OF TRUSS, AND UNLESS OTNEANISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER C=), p� �J CRAVINGS 160 A-). THE SEAL 01 IBIS DRAWING INDICATES ACCEPTANCE OF 11-IISSIONAL ENGINEERING ."'bauciYW j� IEfPONfINILIll SOLELY FOR THE TRUSS CONPOYEBT 013161 SRONN• THE 107TAB IL RY MD USE OF THIS SO4HlamlQ CA 936ZB CON►ONFYT IDN ANY PARTE CULM BUILDING IS THE R(SPONSIB[I ITN DF TWE BUILDIIG DESIGNER, PER (1!•� A1SIRfI 1.1995 SECTION I. T aO -0-0 L'n/-111-1-/-/h TC LL 16,0 PSF TC DL 10.0 PSF BC OL - 10.0 PSF BC LL 0.0 PSF TOT.LD- 36.0 PSF DUR.FAC. 1.25 SPACING 24.0* c 21JAqj �pv — TR7GN REF R427--10896 DATE 10/23/98 DR W CAUSR427 98296035 CA -ENG AEB/CWC SEON - 12214 FROM MD Cl.. 0 L2") LA7 0 0 z .-(GREYBB-BTR BLDRS - T21 28'6 HIP) Ivr 6FILIKu Zx4 OF -L #1 BUT CHORD 2x4 DF -L $1 WEBS 2x4 OF -L Standard' :Lt Slider 2x4 DF -L Standard: BLOCK LENGTH - 2.966' :Rt Slider 2x4 DF -L Standard: BLOCK LENGTH — 2.966' BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00•oc. -7- 0 -!.0-10 0-10-10 W10K1 THIS D11G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONSI SUBMITTED RY TRIKI; MFR PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. R (A))CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ! 30 PSF BC LIVE LOAD PER UBC. W3X8a3 ) Is --� D- 0-0-0 10 1– 9-5-0 1 8-6-0 I —9-5-0 I r-27-4-0 Over 2 Suppor R-984 W-3.5' R-984 W-3.af g 4 O�,j �R Note: All Plates Are Mit Except U' Except As Shown. � �–°' L�` � ���COV� PLT TYP- Waup TDT.C1S:1O k.- uesl n LmTeria: if'1 STD 18_?r4 CAIr''-" F1 �,)- -Iff. S`C% eA?'–*,A2i •YAIUING" TROSSES REQUIRE EXTREME CARE IN FABRICATION, MA9DLING. SHIPPING. SSTAILING AND _ BRACIRG. BEYER TO -1-'91 (HANDLING INSTALLING ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE ES8/pyTC LL 16.OrNSF EF 42 - "*T661 INSTITUTE. GB7 O'OADFRIO ON.. S017E 200. MADISOI. NI S3)19), FOR SAFETY PRACTICES PA 101 TD w.-,''+�Ill ' PENFORNIIO THESE FUICTIORS. UNLESS OTNEANISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 1 0.0 PSF DAT@/ 2 3 /9)$ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9a A PRODUCTS, I/C. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF DRW CAUSR427 98296036 A L P I N E BUILD TBE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND S m SPECIFICATIONOPUBLISHEDTB/STBESIGN AMERI�CAR�fORESTMS TH AYFLICABLE AIO PAPER ASSOCIAT101)Sof AND T➢I.(RALP)SEL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC CONNECTORS ARE MADE OF 20GA ASTM AGS3 GANG GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT -LD. 36.0 PSF SEON - 12220 EACH FACE OF TRUSS, AID UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PIR A1,, ORAMIN03 LBO A•I. THE SIAL 01 THIS DRAWING 1901CATIS ACCEPTANCE Of PROFESSIONAL E101fEEA196 ` � '�' COMPONENTIFORVANYLELY PARTICULARETRUSS BUILDINGO ISDESIGN SHONO. THE THEOF THE BUILDING DESIGNER. eta THIS OUR. FAC. 1.25 F ROM MD CA 9Sea8 All"T►1 1.1995 SECTION 2, SPACING 24.00 EYBB-BTR BLORS - T22 28'6 HIP BOT CHORD 2x4 OF -L #1 WE S 2X4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W1.5X4 A w C34 z W2.5 - W3X4* . W6X6,F,. THIS DWG PREPARED FROM COMPUTER IMPUT (Loans t O nlcecinuc, DEFLECTIONIMEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ^--- '10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 HEM -FIR #3 OR BETTER @ 24.00'oc. 5X4 M W2.SX4E3 r T 2.110 -�.8-0-0 w - z 9-5-0 1 4-6-0 1 9 5 0 6 23-4-0 Over 2 Supports Row 1 u I R-840 N-3.5• �--=----- �? PLT TYP. Wave TPI -95 R i^' 'NARWING`� TRUSSES SEQUIN E ESTREME CARE iM,FAB➢ICATIODe l9 MGC SHIPPING. eriaNST,lllp9 AND BRACING. SE►[R TO N[B•9l (DANDLING IRSfAllIN6 AND BRACING), PUBl1SHED BY TPI (TRUSS PLATE OD INSTITUTE. 587 O'ONOFRlO DR.. SUITE 900. MADISON. AI 53779), fLI SAFETY PRACTICES SSIOR TD STRUCTURAL THE SF iUNCilOSS. UNLESS OTHERAISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED STRUCTURAL ►ANTIS, BOTTOM CHORD SAALI RAVE A PROPERLY ATTACHED R161D CEILIg6. ---. "PRODUCTS. INC. IMPORTANT** TRUISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE In IEEgto ROAD THE TRUSSES A10 COXFORMAACELL NOT BE OWITO TPI: OR SSIBLE POO yFABRICAT NG. HANDLINGl OITIAnov FROM S fRIPP ItlB, ADESIGN;NY FAIL FAILURE EATO N ALPINE BRACING OF TRUSSES. TRI3 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF SDS .IN(RATSTALL DE T INA SPECIFICATION PONLISMED BY THE AMERICAN FOREST y0 PAPER ASSOCIATION) AND TPI. ALPINE ND - EACHEGTORFACE ARE MADE OF 908A ASTM A657 6g10 6AlV. STEEL, CRCEPT As ROMEO. APPLY CORRECTORS TO S PEN C..7 01AYINGSE160 AOF - SEAL ATtlCUSEALL ONNLESS TTAISIORAWIM6SE TjNpftAT(gSA[C(PTAiICf OfTPRO/ttSIONAL�ENCINEEN FA6 O NplaO FAgIDDQCQ PIOtIDCtO� jpp R[ffONSIBiIITT SOLELY HDA THE TRUSS COMPONENT pESIGN SHONtl. THE SUITABILITY AND USE OF THIS SRDEatlnmtq C:q 9310291 COMPO AE NT PON ABT PARTICULAR BO1l0IN6 Ji THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ASSI/T/1 1.1995 SECTION 2. R-640 W-3.5•ro pt k 18 CA/- 1 - - - F Sof::�l SSm.TC LL 16.0 PSF REF 0*_ 7--,2,0898 99 TC DL 10.0 PSF DATE 10/23/98 X45 8C DL 10.0 PSF DRW CAUSR427 98296037 BC LL 0.0 PSF CA -ENG AEB/CNC * TOT.LD. 36.0 PSF SEQN - 12223 [DUR.FAC. 1.25 FROM MD SPACING 24.0' H V T A 1 0 a 2-f-10 A w C34 z W2.5 - W3X4* . W6X6,F,. THIS DWG PREPARED FROM COMPUTER IMPUT (Loans t O nlcecinuc, DEFLECTIONIMEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ^--- '10 PSF BC LIVE LOAD PER UBC. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 HEM -FIR #3 OR BETTER @ 24.00'oc. 5X4 M W2.SX4E3 r T 2.110 -�.8-0-0 w - z 9-5-0 1 4-6-0 1 9 5 0 6 23-4-0 Over 2 Supports Row 1 u I R-840 N-3.5• �--=----- �? PLT TYP. Wave TPI -95 R i^' 'NARWING`� TRUSSES SEQUIN E ESTREME CARE iM,FAB➢ICATIODe l9 MGC SHIPPING. eriaNST,lllp9 AND BRACING. SE►[R TO N[B•9l (DANDLING IRSfAllIN6 AND BRACING), PUBl1SHED BY TPI (TRUSS PLATE OD INSTITUTE. 587 O'ONOFRlO DR.. SUITE 900. MADISON. AI 53779), fLI SAFETY PRACTICES SSIOR TD STRUCTURAL THE SF iUNCilOSS. UNLESS OTHERAISE INDICATED, TOP CHORD $HALL HAVE PROPERLY ATTACHED STRUCTURAL ►ANTIS, BOTTOM CHORD SAALI RAVE A PROPERLY ATTACHED R161D CEILIg6. ---. "PRODUCTS. INC. IMPORTANT** TRUISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE In IEEgto ROAD THE TRUSSES A10 COXFORMAACELL NOT BE OWITO TPI: OR SSIBLE POO yFABRICAT NG. HANDLINGl OITIAnov FROM S fRIPP ItlB, ADESIGN;NY FAIL FAILURE EATO N ALPINE BRACING OF TRUSSES. TRI3 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF SDS .IN(RATSTALL DE T INA SPECIFICATION PONLISMED BY THE AMERICAN FOREST y0 PAPER ASSOCIATION) AND TPI. ALPINE ND - EACHEGTORFACE ARE MADE OF 908A ASTM A657 6g10 6AlV. STEEL, CRCEPT As ROMEO. APPLY CORRECTORS TO S PEN C..7 01AYINGSE160 AOF - SEAL ATtlCUSEALL ONNLESS TTAISIORAWIM6SE TjNpftAT(gSA[C(PTAiICf OfTPRO/ttSIONAL�ENCINEEN FA6 O NplaO FAgIDDQCQ PIOtIDCtO� jpp R[ffONSIBiIITT SOLELY HDA THE TRUSS COMPONENT pESIGN SHONtl. THE SUITABILITY AND USE OF THIS SRDEatlnmtq C:q 9310291 COMPO AE NT PON ABT PARTICULAR BO1l0IN6 Ji THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ASSI/T/1 1.1995 SECTION 2. R-640 W-3.5•ro pt k 18 CA/- 1 - - - F Sof::�l SSm.TC LL 16.0 PSF REF 0*_ 7--,2,0898 99 TC DL 10.0 PSF DATE 10/23/98 X45 8C DL 10.0 PSF DRW CAUSR427 98296037 BC LL 0.0 PSF CA -ENG AEB/CNC * TOT.LD. 36.0 PSF SEQN - 12223 [DUR.FAC. 1.25 FROM MD SPACING 24.0' I (GREYBB-BTR BLDRS - [SGE3 I' TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 C,., UEBS 20 DF -L Standard T23 21'8 STEP DTC <r PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SFS' NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24. OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER C= DETAILS CD122 OR C0123 FOR GABLE REQUIREMENTS. Li-). Ln 0 z W6X6 c W6X8 o W6X8 e �I Wl-5X4 N 10 F W3X6 2 Z W7X8Ea j W7X8m 21-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 8 BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (K) 20 DF -L #1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24"0c. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W5X6 = W1.5X4 W W5X6 e W1.5X4 tD W6X8 Is Ui 6 10-10-0 10-10-0� 1-4-0 7-0-0 7-4-0 f — 21-8-0"Over 2_Support 1 R-1767 W-3.5• '-`ti R-1767 W13.5 - PLT TVP. Wave TPI -95 R Desi n Criteria: TPI STO - WARMIRD NG-- TSSES REOOIIE EITREHE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLI46 AND ""-- BRACING. REFER TO NID•91 (maLIRG INSTALLING ARD BRACING), PUBLISHED BY TI (TRUSS PLATE coo INSTITUTE, 587 O'OAOFRIO OR„ SUITE 100• MADISON, Y7 53719), FOR SAFETY PRACTICES PRIOR TO P[RFOANIIN THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL IAYE PROPERLY ATTACHED O) - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT-- FWUISH A CONY Of THIS DESIGN TO THE 1M9TALLATIOR CONTRACTOR. ALPINE ENGINEERED PRODUCT$. INC. SHALL NOT 8E RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: ANY TAILOR( TO M BBUILD TTRUSSES IR CONfORMANtE WITH 791: OR FABRICATING• HANDLING. SHIPPING. PINE MCIAG OF TRUSSES. INS7AllIA6 All) CONFORMS WIT/ APPLICABLE PRORISIOYS OF RDS (NATIONAL DESIGN SPECIFICATIONHED 01 TNE ZOGA ASTI AMERICAN 6S77 CARO GALT. STEEL, 110EPTIASINOTED.D APIPLYAtpIAE CONIICTOIS TO E' EACH 'ACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V �N,,ansintcmd y�,.,,, DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '•`^'W� RESPONSIBILITY SOLELY FOR THE TRUSS toMPORENT DESIGN SHOWN. THE SOITANiI[P AND USE Of THIS �Y 80aemea(D, CA 95628 COHPOIEHTFOR AIY ►ARTICULAR ""Oil' 1S TILE RESPONSIBILITY OF TE BUILDING DESIGNER• PER ANSI/TPI 1.1895 SECTION 1. ,.-T, a- MAL I T PTTe CojM .o. f) paA RT LL -IL —CA - 1 - - - F FESdJpI, _ TC LL 16.0 PTF TC DL 10.0 PSF CSB BC OL 10.0 PSF lam BC LL 0,0 PSF * TOT.LO. 36.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale-.259/Ft. REF R427--10901 DATE 10/23/98 DRN CAUSR427 98296054 CA -ENG AEB/CWC SEON - 12238 FROM MD III 0 Ln L27 0 0 f� U A O C34 cm - 9=3 A W Fx W W C7 W W Z .-a Q BTR BLDRS - T24 21'8 COMN TOP'CHORD 2x4 DF -L #1 SOT CHORD 2x4 DF -L #1 REBS 2x4 OF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4 X4 a THIS DWO PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS" CIIRNfTTCn Dv "tier .. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 8 BC @ 72.00. OC: DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. . -T-8-0-D a L` 10-10-0 10-10-0 21-8-0Oy_er_2 -�Sup'lo`� • R-858 H-3.5" � :�:—'-_— R-858 3.5-141111 c' PLT TVP- Nave TPI -95 R �A ••HARMING•• TRUSSEt REOOIRE [(TRIM( CAR('IN ►ABRIGTION. MANGL NGC SH P SHIPPING, 13 Aur c AND 18 CA - 1 "- brpg7/,"Q ftp, ^' NRACIM6. REfEH TO X19 -Dl (BAIDIING INSTALLING AND BRACI N6), PUBIISNFD BY TPI RROSf PLATE rE � - " �"_ ' F t . I INSTITUTE. 569 D'ONOFRIO DR., SUITE 200. MADISON, NI 59)10), FOR HED BY PRACTICES PRIOR TO TC LL 16.0 PSF REF�R427 -10899 r 1ERFOLMIN6 THESE FUNCTIONS. UNLESS OTM(RYISI STINDICATED, TOP CHORD SillSillNAVE PROPERLY ATTACHED CT RUCTURAL PANELS, BOTTOM CHONG SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +lA_%1► TC DL 10.0 PSF DATE '10/23/98 �--. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ''SCAR PRODUCTS. IRC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ART FAILURE TO '98 8 C D L ALPINE BOIIO THE TRUSSES 18 CONFORMANCE MITI TPI; OR FABRICATING, HAULING. SHIPtI Y rAILNO AND 10.0 PSF DRW CAUSRdY7 98296038 N BI►CIAG OF TRUSSES. THIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS Of fDS (RATIONµ DES INR •••Vwg t-� SPECIFICATION PUBLISHED Of TBE AMERICAN FOREST AND PAPER ASSOCIATION) ARO Tfl. ALPINE 8C LL 113.0 PSF CA -ENG AE8/CWC E: CEACIORRECTORS ARE MADE Of ROSA ASTM ASS3 Ct30 GAIV, STEEL, ESC[PT AS NOTED. APPLY CONNECTO; TO U WR FACE OF TRUSS, AND USEALS N THISIS[ LOCATEDRAVIN D OM THIS DISIAN, POSITtoo CORRECTORS PER TOT. LD. 36.0 PSF SEAN - 12226 RESPONSIBILITY ILITY SOLELY FORST E TRUSSICOMPONENT OTBIQN SHOYeICATES t[/TATHE 30ITABILITT AND USE CE OF PROFISS JOVIAL IOF(THIN Ay . DUR.FAC, 1.25 oAlIg�B mar' IS, COMPONENT FOR ART PARTICULAR BUILDING If TBE RESPOBSIBILITT OF TIE NUILOIRG DESIGSER, PER .l FROM MD ANSI/711 1-19PS SECTION R, SPACING 24.0' ((iREYBB-BTR BLDRS - T25 21'8 STUB TOP rumn O.A no-, I BOT COORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4i THIS DWG PREPARED FROM COMPUTER INPUT (LOAAS A nTWFUCTn■c. c..e........ IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 3 BC @ 72.00. OC. t DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 5x4 m t-. A . o : Tx A W2.5X4(Al) W2.5X4 W3X4 3 W2.SX4 -<,C=, W2.5X4 a 'a • �T w - z w n 10-10-0 , 8-2-0 , x`19 -0 -0 -Over --2 Supports' R-777 W -3.5' ----w----- R-669 W-3.5' cli m PLT TPP. Wave TPI 95 R '~ ••HARMING•• TRUSSES .,I 'E ENTREMI CAII•11 FAIRICATI111 ILANDlAN6C SH1PPe1 01 a/STALlIRB pT0 1 BRACII6. RE►AN 70 HIB•p1 (HANDLING INSTALLING AILD IAACIN6), PUBLISHED BY TPS Cp IISTITBT[. SBS 0•DIOFpIO OA., SPITE 100, MADISOR. WI SS119), FOR SAFETY PAACTICESOPA 03To07 PERFORMING 71159 FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACKED p� STRUCTORAL PANELS, BOTTOM CHORD SHALL "ATE A PROPERLY ATTACHED RIGID CEILING. ..--. COPY PRODUCTS. INC. SR Of IIOTAB ESOP THIS DESIGN ATO THE HEY IINSTALLATION TCCONTRACIS TOR. ALPYNE►1101119RED ALPINE "ACI THE TRRUSSE%sEs 11 CORFORMAICE NITA TPI; OR FABRICATING. MANDLIIG, SNIPPING, TISTALLINi AID CV BRACING OF TRUSSES" THIS DESIGN CONFORMS WITH APPLICABLE PacylsIOMS OF NDS (NATIONAL DI SI61 S/ECIfICAT101 PUBLISHED BY Tdt AMERICAN FOREST ARD PAPER ASSOCIATION) AND T►1. ALPINE Ey E-» CFACA FAONNECTOR$ ARE MAD( OF 108A ASTM A653 6110 GALY. STEEL. EICIPT AS NOT[D. AP/LT CORIECTOpf TO U ORAWIIGSE160 AOF AN•ESS� 'T8[OS1AL OINLESS TTtl OTHERWISELOCATE' THISTES ADESIGNICEOSITOf ►RO►ESSIOIAORS PEREENIM6 III a BNmNmTatq CA 9 COMPONERTIFORYANYLPARTICULARTHE BTRUSS COMPONENTDESIGSINiLITT 0► THE Suoma. IRE SUE 0 ITABILIOIS AND EPOF THIS ANfl/iPl 1.1995 SECTION t.LOI '98 _T a1�, P;q CA - 1 - - - F Scale—.250IFt. TC LL 16.0 PSF REF R421--10900 TC OL 10.0 PSF DATE 10/23/98 BC OL 10.0 PSF DRN CAUSR427 98296039 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 36.0 PSF SEON - 12230 DUR.FAC. 1.25 FROM MD SPACING 24.0° ,SGRENBB-BTR BLDRS - H1 HIP HAT) ' TOP CHORD 2x4 DF -L X11 BOT CHORD 2x4 DF -L #1 c.-, WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 Lr7 Ln o o ' z W3X4o E-' W4X4w 10 f Z31 wf W4X4® W2.5X4i W1.5X4 m :n; W2X4(A1) z C-3 0-2 4 w st 1-9-12_I- 15-4 13 w Ra695 N-5.5" —19-0-5 Over 2 Support • W3X8m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFL DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER Q 24.00'oc. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016. A625,376, 847,045, OR 3,045,810. c"' PLT TYP. Wave TPI -95 R Design Criteria; TPI S' �~—.. *YARNING'* TRUSSES MEOUIRE ESTRERI CARE IR FABRICATION, NANDL ING. SHIPPING, INSTALLING ASO 00 ( BRACING. NEFER TO HIB•BI (HANDLING INSTALLING ARO BRACING), PUBLISRED BY TPI (TABSL PLATE" INSTITUTE, SPS D•ONOFRIO OA., SUITF 200. WADI SON, YI SSIIs), "ON SAFETY PRACTICES ►tics TO CT ►ERfORRISG THESE FOYCTIU.S. SUITE OTHERYISE INDICATCO. TOP CHDRD SMALL HAVE PROPERLY ATTACHED CT TRUCTURAL PANELS, BOTTOM CMORD SMALL HATE A PROPERLY ATTACHED RIGID CEILING. ID •IMPORTANT'• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION COROM TH ITBACTOI. ALPINE [NSI1[(AED RUILO THE TRUSSES SAII CO ►0RlUMC[LL NOT Of OYITMLT/I Otl FOR ANfABR ICATIIO� fMAimL1N05 SHIPPING. ANY YSTFAILURE ATO N A L P I N E SPACING 0f TRUSSCS. TRIS DESIGN CONFORM! PITO APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN S/ECIfiCAITOR IIIOI IStlED BY THE ARERICAN FOREST ANO PAPER ASSOCIATION) ASD TPI, ALPINE E - CONNECTORS ARE WE OF LOCA ASTM A6S1 CRYO GUY. STEEL, (KEPT AS NOTED. APPLY COANECTORS TO C..7 GCs FACE OF TRUSS, AND UNLESS OTHER SE LOCATED ON THIS DISIGM. POSITION CONN(CiORS PER OIAYI NGS 160 A•3. THE SEAL ON TNii BRAVING INDICATCS ACC SIGN- TAIL[ OF PROFESSIONAL ENGINEERING COMPONENT RESPONSIBIFDA ANY PARTICULAR LITY SOLELY PON EBUILDING TRUSS OIS THE TRESPOSIBILITY 01 THE BUILDING IKE I01316114. PER TY AND USE Of THIS C=)- C, fie. ANSI /TF1 1•I993 SECTION (. W4X4Em W2.5X4 A WU44,ro 110 W4X4A rl W2X4 (A1) Esa 05,2C- 4 +-0-0 •� 11 18. CA -1--r F S+ca�ef�, SN Ft E=Sl TC LL 16.0 P� R�E� 4Y27`: e. 0904 9s �A TC DL 10.0 PSF DATE , 10/23/98 BC DL 10.0 PSF DRW CAUSR427s9 29604, BC LL 0.0 PSF CA -ENG AEB/CWC TOT -LD. 36.0 PSF SEON - 12309 _rIDUR,FAC, 1.25 FROM MD SPACING 24.0' c+� M CV II 0 L17 L1') 0 0 f EYBB-BTR BLURS - H2 HAT TOP CUORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, FOR 'PIGGYBACK DETAILS REFER TO DRAWINGS 634,016. A625,376, 847,045, OR 3,045,810. N2X4 c� • z W4X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DTMENSinllsl t11GW1TTCM ov Te IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC -11 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. WM(A1) E3 Oy2r4 7-6-3 I 7-6-3 R-551 N-5. 5' 15-0-5 Over 2 Supports - R-551 ".5' PLT TYP. Wave TPI -95 R .--. ••WANG lI16•• TNUSSES REQUIRE FRTNENI CARE IR FIIBRSUTIOD,esiqn RANOL MUC SHIPPING. afNST LPI 8 ARD i - INSTITUTNG.E. REFER TO BIB -91 INANDLIN6 INSTALLING AND BRACING), PUBLISHED BY TPI 00 IRSTiTUTC. SB3 D'ONOFRIO OR., StlITE END, MADISON. BI 57119), FOR SAFETY PRACTICESUPRIORSS ATo CT fERFOAMIN6 THESE FORCTIORS. UNLESS OTUERNISE IImICATEO, TOP CH040 SHALL NAVE PROPERLY ATTACHED 07 STROCTURAL PARER, BOTTOM CMORC SNAIL RAVE A PROPERLY ATTACHED RIGID LL NAVO. ---, •11000CTS*IMPORT� , SMALLroAmINOTSR ABECORESPOISIBLE PY OF THIS 0FDA AGN M, TDEVIATIONINSTALLATION FROM THISTDESIGN; ANY IN IA1lUNE1T00 C -i A L P I N E BOELO THE TRUSSES IR CONFORMANCE NIT@ III; OR FABRICATING, MANOLIXG. SMI/PIRG. ItlsTFAIL6 AND C-'3 ON ACING OF TRUSSES. THIS DESIGN CONFORMS Y1TB APPLICABLE PROVISIONS OF RDS (NANSTALL DESIGN S/EC IFICATIOM IUBL15MED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AMD TP1. ALPINE - CONSICTONS All MADE OF 206A ASPM AG55 CREO CALF. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO CJ EACH FACE OF TRUSS, ABC UNLESS OTRENNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C=> DIIAWINIS 160 A.Z. TME SEAL OB TNIS DRAWING INDICATES ACCEPTANCE OF PROFISSIONAL E141NEENING Alping, ftglDD(I ITp� IECn RESPONSIBILITY SOLELY FOR TWE TRUSS COMPONENT DESIGN SHOWS. THE SULTAN IlI7Y AIM USE Of THIS SBCIOUMID, CA 9j82B COMPOIERT FOR ARY PARTICULAR DUELOI RG If 7NE l[SPONSIBll1TY OF THE SUITABIi DESIGNER, PER ANSI ITP 1.1993 SECTION 2. '98 -AT-A-0-0 �- ptjj Ajh CA - 1 - - F Scale 37'° ~� —.5Ft. TC LL 16.0 PSF. REF R427--10910 TC DL 10.0 PSF DATE 10/23/98 BC DL 10.0 PSF DRW CAUSR427 98296048 BC LL 0.0 PSF CA -ENG AEB/CWC TOT -LD. 36.0 PSF SEAN - 12340 DUR,FAC. 1.25 FROM MD SPACING 24.0- a 12 _, 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. QWARNING: Failure to follow these recommendations could result in Q severe personal iniury or damaae to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD i BOTTOM CHORD DIAGONAL:BRACE. MINIMUM LATERAL BRACE SPACING (DBS SPAN PI rCH SPACING(LB [# trussesUO] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 7 1 Over 48'- 60' 4/12 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. QWARNING: Failure to follow these recommendations could result in Q severe personal iniury or damaae to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are laterally braced can buckle togetherand cause collapse tf there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. .. 4 c =45° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required ot�eas 32 / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir aoO� cryo Continuous Top Chord ,y ey ,fig Topchords that are laterally braced can buckle 5 Q� Lateral Brace �ry All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment Required ?g•o� mss / =45° Frame 3 v aoO� cryo ,y ey ,fig Topchords that are laterally braced can buckle 5 Q� togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir e e `e5 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. lill2i4l2k6li-M.P.ARALLEL Continuous CHORD TRUSS ` -- Lateral Brac TOP CHORD DIAGONgLBRACE ,. MINIMUM LATERAL BRACE SPACING (DBs) SPAN DEPTH SPACING(LBs) #trusses .. `...: nal bracing. Diagonal bracing should be nailed SP/DFSPF/,H F; Up to 32' 30" 8' 16 10 Over 32'_48' 42" 6' 6 4 Over 48'- 60' 1 48" f 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir e e `e5 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. lill2i4l2k6li-M.P.ARALLEL Continuous CHORD TRUSS ` Top Chord Lateral Brac Required Top chordethat are laterally braced can buckle togetherand cause collapse inhere is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicate..( both ends of the truss system. =450 Attachmer Required ' 20'(D oTr e s) 19c� SPFIV 2' D•C• 01 ss o1 \e ss WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togelherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. r � End diagonals are esseennttial for stability and must be duplicates both ends of the truss system. �• _� ce.._______ 045' Frame 5 30" or greater Continuous Top Chord —� Lateral Brace Required I 10' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Tag Line WARNING:: Do not attach cables, chains, or hooks to the web members. so° so° or less or less Approximately Approximately Tag truss length 1/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Approximately '/� to iii truss length Less than or equal to 60' Spreader Bar Toe In Approximately 1/3 to ;'3 truss length Less than or equal to 60' ® �` WARNING: Do not lift single trusses,with spans greater than 30' by the peak. f O the lifting device until the ends of the ie Approximately� truss are securely fastened and tempo- Y3 to 3/, truss length rary bracing is installed. Greater than 60' Tag Line Tag Line Toe In At or above mid -height Tag Tag Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 �truss of braced oup of trusses (EB) Lffttng devices should be connected to the truss top chord with a closed-loop Strongback/ attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBar Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with f O the lifting device until the ends of the ie Approximately� truss are securely fastened and tempo- Y3 to 3/, truss length rary bracing is installed. Greater than 60' Tag Line Tag Line Toe In At or above mid -height Tag Tag Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 �truss of braced oup of trusses (EB) 17 1 12 Diagonal brace also required on end verticals. Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. INONO. TRUSS PLUMB 12 -�3or `. greater B' B• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greater X45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D(in):::::: D::::: D(::!:!: VVCI LY --0J/IL Over 42' - 54' 3/12 r 6' IV O 6 4 36" 3/4" 3' Over 54' See a registered professional engineer 1-1/4" 5' DF - Douglas Fir -Larch SP - Southern Pine Truss I HF - Hem -Fir SPF - Spruce -Pine -Fir oy 0 ,y , D(in) ryPO �y�Q 1 I Lesser of Ir D/50 or 2" Diagonal brace also required on end verticals. Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord. INONO. TRUSS PLUMB 12 -�3or `. greater B' B• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greater X45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D(in):::::: D::::: D(::!:!: 12" 1/4" 1 ' 24" 1 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' BOW L(In) U200 L(ft) i 1/4" 72" 1-1 2" 6' 100" 1/2" 8.3' 84" 1-3 4" 7' 3/4" 12.5' 96" 2" 8' Truss I 108" 2" 9' Depth D(in) 1 I Lesser of Ir D/50 or 2" Maximum Plumb Misplacement it Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW L(In) U200 L(ft) 50" 1/4" 1 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L=(in) ..........::::::::::::::::::: Lesser of U200 or 2" U200 L(ft); 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 This safety,alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilitvof the installer (builder, building contractorr, licensed contractor, erector or erection contractor) to property receive, unloadstore, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. a DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guideforthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims ar y responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ';TRUSS`STORAGE- CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be 1A - supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. A WARNING: Do not lift bundled trusses by the Jbands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do notbresak bands until bundles are placed in a stable horizontal position. ADANGER: Walking on truS3es which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 .�ws+�raurrAcaY.u.�euaw.a►>.►r+�s�:.rowa �,w » - rC,rm 1,0MV. e EAC k -b! MI.-�i 1► � ail _�� 's r .1 DINING r4m,.. I FA 0§TTQD1 X m I CotkRPET - - 'ter t■r ....► - �. 21 SLOPE �. '.ItS�Al/ 1 •.IC�Mi.� M1! m{YiN.'lw..C�.JM1111116 •!°M.W+IA'W If . . �� r r • ,j't) n LIT�} t V ;z. a �- U W 1` W N 0 tL 0 C1 LL r• w 00 aj 0 C� w 1-- - �— T � -fn ' 'd I z < %� RICK COL. � + SLOP � � X . �Z.. • � /, � ,0' RJI 5 1 DETAIL W . Sof BE ROOM 2 'Q -- ' ` • •'• V• 4-GARh"ET I L—.—� 4 _ GARPET 12 G 6. ----�--- 1 �tt 4'-Z �� SLOPE i .�. .........� ... 'J' 117ELT5. TO DC . ry �Af-'ETY 6LAti RD. eENM z I R/I 5 1 . ;,►� � 6 b � � � '�- Lai �.� W an.1r. rl 1 IrTlrAI n 'I'm tOr-)I Alt / .I ' 3 M .. , a �- �W. fz W 1` N 0 < GARAGE � ;1 G .a- cwt c� GONGRETE ~ N 41TV, HDLoDmms I Quit I� 6RsAKWKL _ lee PROVE �b ( Butte County (pl'(fl�' environmental Health 0 coo �n z' 3. -I "—w v - Z Date t4 .I � r . ' AREAS FIRST FLOOR AREA . 2456.00 5Q. rT. TOTAL. LIVINS AREA s 2436.00 50. FT. 6ARASE r SD3.00 00. FT. # PORGM a 65.00 so. FT. PATIO • 516.DO W. PT. EMCK AREA r 10145 50. FT. TOTAL CO� AREA • 5540.00 PLAN NUMBER IS NOT THE SQUARE t FOOTAGE OF THE BUILDING. t tom. r�.vvrt rt_r��v � t r, SCALE _ 1/4• - 1-0• -2455 REVISED � 1 1 1 1 1 1 1 1 V 3- - j I 1 1 1 ► 1' U 1 1 V 1 1 ► 12' i 1 V 1 � i 1 1 1 1 I i 1 1 r r 1 1 F r t r � r 1 1 r N � / i I j i x: