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HomeMy WebLinkAbout042-580-054042=58-0-054 L.93 =3076 . BPEM„ --� SORENSON , JENDELL, • + '� _ ", : , �G BIDWELL AVE, CHICO-/ NEW SF 042-580-054 00-2077 OSTRANDER, CRISTI i 2016 BIDWELL AVE., CHICO CONTR: MODERN BUILDING CO. REMODEL !d- Ito u 042-580-054 01-0995 CHRYSLER, 2016 BIDWELL AVE. CHICO o n CONT: OWNER NEW POOL B08-1989 042-580-054 MISCELLANEOUS Phtovtaic Sys Roof ROOF MOUNT SOLAR SYSTEM 2016 BIDWELL AVE ALTERNATIVE ENERGY SYSTEMS 1N( ma BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 5,38-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds '4 PROJECT INFORMATION Site Address: 2016 BIDWELL AVE APN: 042-580-054 Permit type: MISCELLANEOUS Subtype: Phtovtaic Sys Roof Description: ROOF MOUNT SOLAR SYSTEM ALTERNATIVE ENERGY SYSTEMS INC P O BOX 9231 CHICO, CA 959279231 (530)345-6980 Owner: ALTERNATIVE ENERGY P O BOX 9231 CHICO, CA 959279231 (530)345-6980 ALTERNATIVE ENERGY SYS P O BOX 9231 CHICO, CA 959279231 (530) 345-6980 s ` FEE INFORMATION DBMSC Photovoltaic System $421.93 f, - LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires ALTERNATIVE ENERGY SYSTE 853351 / C10 / 01/31/2009 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (comNt&&� w th Section 7000) of ivision 3 of the Business and Professions Code, and my license is inand affect./n XV v t' 09/29/2008 Contractor's Signature Date WORKERS'. COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I 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. I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: STATE FUND Policy Number: 713-00114 Exp. Date:05/01/2009 (This section need not a completed if the permit is or one undred dollars ($100) or less. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the 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 pr visions. X mc 09/29/2008 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTIO_N 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. `t... `CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip Permit No: B08-1989 Issued Date: 09/29/2008 By TMP Expiration Date: 09/29/2009 Occupancy: Zoning: Building Garage Remdl/Addn Other Porch/Patio Total Balance Due: $0.00 Receipt No: OWNER / BUILDERMECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑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 (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). FI AM EXEMPT under Section B. & P.C. for this reason: Owners Signature 09/29/2008 Date I hereby certify. that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property own��rpr am a thorize to act on the pro ertyowner's behalf. w. !�!/� `! G r..k 09/29/2008 ❑ Owner ❑ Contractor OR; Agent for Owner Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. 3a -f q BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name G wKi I&r First Name G Mailing Address X o 16 b�d..a(� A—L City Gk1,&0 State cA Zip I/ 07S Phone 3 r-� y u 5 Fax E-mail APPLICANT INFORMATION ARCHITECT/ENGINEER CONTRACTOR Name q -t {ems tet, E++e , j I S• s tz _S 1.4A , Address PO 0,/X 9 2 S / City C N..po Zip State <A Zip fJJ ;2L 7 Phone E mail Fax E-mail�-.— Lic. APPLICANT INFORMATION ARCHITECT/ENGINEER Name 4 City G 4 o Address Flp?-412.7 City Fax State Zip Phone Fax E mail State License Number APPLICANT INFORMATION Name l.4 qY /1ti CC,(,4 Address Pe h #-% 9 Z) I City G 4 o State Flp?-412.7 Phone 51V –51)6 Fax E-mail L < n� a So tk ✓ APPLICANT SIGNATURE 4 • " f FX PROJECT LOCATION AP# Q 2 ._ S CS Property Address Z p City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address L DESCRIPTION OR SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. X //q, /, q S \ \ \ 20�, \ C� POO , POOL co, _ -- I .NORTH PG&E SERVICE PANEL AND GENERATOR DISCONNECT ARRAY LOCATION FLUSH MOUNTED TO TRUSSES PER MANUFACTURERS- INSTRUCTIONS. ANUFACTURERSINSTRUCTIONS. i o .Z LuJ INVERTER AND' ` o p m Ilm00 SUBPANEL LOCATED`IN RivEwgv m GARAGE LOCATION/SITE:- DESIGNED AND INSTALLED BY PHOTOVOLTAIC SOLAR SYSTEM GAGE & CHRISTINE CHRYSLER ALTERNATIVE ENERGY SYSTEMS INC. DRAWING SCALE•.O3H"=�' PLOT PLAN 2016 BIDWELL AVENUE PO'BOX 9231, CHICO, CA 95927 CHICO,,CA 95973 LANCE MCCLUNG, C-10, 853351 9-25-2008 MAYETTE DRIVE W 3 LV/ Cf 4I C qo SILVER TREE 2 SUB,PHASEI, 104M.O.R.30132,11-3-86 SILVER TREE SUB, IOOM.O.R.87/88,2-21-86 ' S€Z-,42TN 2ND SUB J.B. RANCHO T.22N. R. IE. M.D.B. a M. s; 73 n res 7� 16 _ LOT 22. 43 � n 44 .2/AC I5 63 �r Lt � nn J 23 REVISED: 9/92 42-58 ---N----cr I" - 100' NOTE: P4RCELS 384 of 001113-90/Ai on po"of fop No. 42-58 Butte, Calif. (11)SPR-225-BLK-U (11)SPR-225-BLK-U SOLAR PV PANELS SOLAR PV PANELS (10) SPR-225-BLK-U (10) SPR-22"LK-U SOLAR PV PANELS SOLAR PV PANELS ,I i I EXISTING ENERATOR NOTE: All systems installed in accordance with the NEC`2005, California Building Code. A ground rod will be installed directly at inverter location in garage and bonded to house ground. LOCATION/SITE: DESIGNED AND INSTALLED BY PHOTOVOLTAIC SOLAR SYSTEM GAGE & CHRISTINE CHRYSLER ALT ER NATIVE-- ENERGY SYSTEMS' INC. DRAWING SCALE .038" LINE ITEM DIAGRAM 2016 BIDWELL AVENUE PO BOX 9231, CHICO, CA 95927 ` CHICO, CA 95973 LANCE MCCLUNG, C-10, 853351 9-25-2008 MAIN SUNPOWER SOR5000M-240 PG&E 10GA INVERTER WITH INTEGRATED DC METER DISCONNECT GRID DC IN AC OUT DISC. CB CB CB CB 10GA SUNPOWERSPR5000M-240 60A SUB CB CB INVERTER WITH INTEGRATED DC CB DISCONNECT 1 OGA PANEL CCB B CB CB CB CB30A CB cB CB CB DC IN AC OUT CB30A CB60A 6GA CB60A / ,I i I EXISTING ENERATOR NOTE: All systems installed in accordance with the NEC`2005, California Building Code. A ground rod will be installed directly at inverter location in garage and bonded to house ground. LOCATION/SITE: DESIGNED AND INSTALLED BY PHOTOVOLTAIC SOLAR SYSTEM GAGE & CHRISTINE CHRYSLER ALT ER NATIVE-- ENERGY SYSTEMS' INC. DRAWING SCALE .038" LINE ITEM DIAGRAM 2016 BIDWELL AVENUE PO BOX 9231, CHICO, CA 95927 ` CHICO, CA 95973 LANCE MCCLUNG, C-10, 853351 9-25-2008 ARRAY DEAD LOAD CALCULATION ITEM PANEL 'RAIL STRUT TILT LEGS # EA 42 12.97 0 0 LENGTH (FT) 17 16 WEIGHT/FT (LB) 1.5 1.9 WEIGHT EA (LB) 33 5. WEIGHT/ITEM (LB) 1386 330.735 - 0 SUM X1,.7_1 -7—L AREA 56_5 FT -2 WEIGHT/FT"2 �Q_ SPSP F' Location Designed & Installed by: CHRYSLER, GAGE &.CHRISTINE ALTERNATIVE ENERGY SYSTEMS INC 2016 BIDWELL AVENUE PO Box 9231 CHICO, CA 95973 Chico, CA 95927 BENERTS Highest Efficiency Panel efficiency of 18.1 % is the highest commercially available for residential applications Attractive Design Unique design combines high efficiency and an elegant, all -black appearance More Power Delivers up to 50%more power per unit area than conventional solar panels Reliable and Robust Design Proven materials, tempered front glass, and a sturdy anodized frame allow panel to operate reliably in multiple mounting configurations 225 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND APPEARANCE The SunPower 225 Solar Panel provides a revolutionary combination of high efficiency and attractive, uniform appearance. Utilizing 72 next generation SunPower all back -contact solar cells and an all -black backsheet, the SunPower 225 elegantly delivers an unprecedented total panel conversion efficiency of 18.1 %. The panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide far higher energy delivery per peak power than conventional panels. SunPower's High Efficiency Advantage - up to 50% More Power Comparable systems covering 25 m2 / 270 ftz Conventional SunPower Watts / Panel 165 225 Efficiency 12.0% 18.1% kWs 3.0 4.5 SPR-225-BLK a=� E c Dus G@01us 225 SOLAR PANEL EXCEPTIONAL EFFICIENCY AND APPEARANCE Electrical Data Mechanical Data Measured at standard Test Conditions (STq: irradiance of 1000/m2, air sass 1.59, and cell temperature 25° C Peak Power (+/-5°/a) Pmax 225 W Rated Voltage Vmp 41.0v Rated Current Imp 5.49 A Open Circuit Voltage Voc 48.5 V Short Circuit Current Isc 5.87 A Maximum System Voltage IEC, UL 1000 V, 600 V Temperature Coefficients I)i v191 5 Power -0.38% /°C ' Voltage (Voc) -132.5 mV/°C Current (Isc) 3.5 mA/°C Series Fuse Rating 20 A Peak Power per Unit Area 181 W/m2, 16.8 W/ft2 CEC PTC Rating - 207.1 W Tested Operating Conditions Temperature —40° C to +85° C (-40°F to +185°F) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail — 25mm (1 in) at 23 m/s (52 mph) Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215, Safety tested IEC 61730 Tested to UL 1703 by UL or CSA, Class C Fire Rating Dimensions Mechanical Data Solar Cells 72 SunPower all•bock contact monocrystalline Front Glass 3.2 mm (1/8 in) tempered Junction Box IP -65 rated with 3 bypass diodes Output Cables 900mm length cable / Multi -Contact connectors Frame Anodized aluminum alloy type 6063 Weight 15 kg, 33 lbs Tested Operating Conditions Temperature —40° C to +85° C (-40°F to +185°F) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail — 25mm (1 in) at 23 m/s (52 mph) Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215, Safety tested IEC 61730 Tested to UL 1703 by UL or CSA, Class C Fire Rating Dimensions IV Curve 12W �� 7.0 p .oal 147.24) 1 Wail 6.0 tlet 5.0 1000w%tri s (c di 4.0 800 w/3.0 P9'69) 131.421 I)i v191 5 3n 4 40 136 p2.eq 500 W/2.0 1.0 0.0 0 10 20 30 40 50 60 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. Tested Operating Conditions Temperature —40° C to +85° C (-40°F to +185°F) Max load 50 psf (2400 Pascals) front and back Impact Resistance Hail — 25mm (1 in) at 23 m/s (52 mph) Warranty and Certifications Warranty 25 year limited power warranty 10 year limited product warranty Certifications IEC 61215, Safety tested IEC 61730 Tested to UL 1703 by UL or CSA, Class C Fire Rating Dimensions nan (ilt, Ie0 12W �� O4.2 t16 p .oal 147.24) 1 Wail 2x04.2 tlet s (c di '734 798 P9'69) 131.421 v191 5 3n 4 40 136 p2.eq 1559 80Oe.et261 (61.391 P.en ma.2 tlel IGmed1 CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Go to www.sunpowercorp.com/panels for details About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. ® March 2008 SunPower Corporation. All rights reserved. Specifications included in this dotasheet are subject to change without notice. Document #00"2188 Rev •A OW Printed on rec clpaper I&$ed r P p sunpowercorp.com BENEFITS Reliable and Robust Design Proven track record for durability and longevity Effective Power Range Enables most systems to use a single inverter rather than multiple units Commercial Use Flexible AC voltage output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC efficiency over 95.5% and peak efficiency over 97% Reduced Installation Cost Integrated AC -DC disconnect with fuses lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter SPR -5000m, SPR -6000m & SPR -7000m 5000m, 6000m & 700Om INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE The SunPower inverters 5000m, 6000m & 7000m provide exceptional reliability and market -leading design flexibility. The SPRm line of Solar Inverters can be easily applied in residential or commercial installations. All models come with a 10 -year warranty. www.sunpowercorp.com 5000m, 6000m & 7000m INVERTERS • EXCEPTIONAL RELIABILITY AND PERFORMANCE SPRm Efficiency Curves 3% % of Rated Output Power Mechanical Data Elect ical Data 23.5' x 31.0' x 16.0' Unit Dimensions W x H x D inches SPR-50Wrn SPR-60Wnn SPR-70Wmt AC Power 5000 W 6000 W 7000 W AC Max Output NEMA 31Z Mounting Wall Mount Bracket Standard Current (@ 208V, 24A, 20.8A, 18A 29A, 25A, 21.6A 34A, 29A, 25.3A 240V, 277V): 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC AC Nominal 211-264V@240 VAC 211-264V@240 VAC 211-264V@240 VAC Voltage/ Range 244-305V@277 VAC 244-305V@277 VAC 244 - 305 V @ 277 VAC 60Hz/59.3Hz- 60Hz/59.3Hz- 60 Hz/59.3Hz- AC Freq / Range 60.5 Hz 60.5 Hz 60.5 Hz Power Factor I 1 I Peak Inverter 96.8% 97.0% 97.1% Efficiency 95.5 % @ 208 V 95.5 % @ 208 V 96.0 % @ 208 V CEC Weighted 95.5 % @ 240 V 95.5 % @ 240 V 96.0 % @ 240 V Efficiency 95.5 % @ 277 V 96.0 % @ 277 V 96.0 % @ 240V Recommended Army Input Power 5300 W 6400 W 7500 W (DC @ STC) DC Input 250 - 600 V 250 - 600 V 250 - 600 V Voltage Range Peak Power 250 - 480 V 250 - 480 V 250 - 480 V Tracking Voltage DC Max. 21 A 25 A 30A Input Current DC Voltage Ripple < 5% No. of Fused 4 String Inputs Power Consump: Standby / < 7 W / 0.25 W Nighttime Fused DC & AC Standard; Complies with NEC Standards Disconnect Grounding Positive Ground SPRm Efficiency Curves 3% % of Rated Output Power Mechanical Data Shipping Dimensions W x H x D inches 23.5' x 31.0' x 16.0' Unit Dimensions W x H x D inches 18.4' x 24.1' x 9.5' Inverter. Weight 143 lbs Shipping Weight 154 lbs Cooling Forced Air / Sealed Electronics Enclosure Enclosure NEMA 31Z Mounting Wall Mount Bracket Standard Ambient Temperature Range -13 to +113 °F Warranty and 6rfi6cafions Warranty 10 year limited warranty CertificationsCompliance: IEEE -929, IEEE -1547, UL 1741-2005, UL 1998, FCC Part 15 A & B About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. mlune 2007 SunPower Corporation. All rights reserved. Specifications Included in this dmad,ee are subject to change without notice. Dxumeni A 001-16967 Ret •• www.sunpowercorp.com BENEFITS Reliable and Robust Design Proven track record for durability and longevity Effective Power Range Enables most systems to use a single inverter rather than multiple units Commercial Use Flexible AC voltage output and scalable building blocks create an easy solution for commercial applications High Efficiency Weighted CEC efficiency over 95.5% and peak efficiency over 97% Reduced Installation Cost Integrated AC -DC disconnect with fuses lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter SPR -5000m, SPR -6000m & SPR -7000m I i 5000m, 6000m & 7000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE The SunPower inverters 5000m, 6000m & 7000m provide exceptional reliability and market -leading design flexibility. The SPRm line of Solar Inverters can be easily applied in residential or commercial installations. All models come with a 10 -year warranty. www.sunpowercorp.com 5000m, 6000m & 7000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE iia P SPRrn Efficiency Curves 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power Mechanical Data Electrical Data 23.5' x 31.0' x 16.0' Unit Dimensions W x H x D inches SPR -5000m SPR -6000m SPR -7000m AC Power 5000 W 6000 W 7000 W AC Max Output NEMA 3R Mounting Wall Mount Bracket Standard Current (@ 208; 24A, 20.8A, 18A 29A, 25A, 21.6A 34A, 29A, 25.3A 240V, 277V): 183 - 229 V ® 208 VAC 183 - 229 V @ 208 VAC 183 - 229 V @ 208 VAC AC Nominal 211-264V®240 VAC 211-264V@240VAC 211-264V@240 VAC Voltage/ Range 244 - 305 V @ 277 VAC 244 - 305 V @ 277 VAC 244 - 305 V @ 277 VAC 60Hz/59.3Hz- 60Hz/59.3Hz- 60 Hz/59.3Hz- AC Frect / Range 60.5 Hz 60.5 Hz 60.5 Hz Power Factor 1 1 1 Peak Inverter 96.8% 97.01/ 97.1% Efficiency 95.5%@208V 95.5%@208V 96.0%@208V CEC Weighted 95.5 % @ 240 V 95.5 % @ 240 V 96.0 % @ 240 V Efficiency 95.5 % @ 277 V 96.0 % @ 277 V 96.0 % @ 240V Recommended Array Input Power 5300 W 6400 W 7500 W (DC @ STC) DC Input 250 - 600 V 250 - 600 V 250 - 600 V Voltage Range Peak Power 250 - 480 V 250 - 480 V 250 - 480 V Tracking Voltage DC Max. 21A 25 A 30A Input Current DC Voltage Ripple <5% No. of Fused 4 String Inputs Power Consump: Standby S <7w/0.25w Nighttime Fused DC & AC Standard; Complies with NEC Standards Disconnect Grounding Positive Ground iia P SPRrn Efficiency Curves 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% % of Rated Output Power Mechanical Data Shipping Dimensions W x H x D inches 23.5' x 31.0' x 16.0' Unit Dimensions W x H x D inches 18.4' x 24.1' x 9.5' Inverter Weight 143 lbs Shipping Weight 154 lbs Cooling Forced Air / Sealed Electronics Enclosure Enclosure NEMA 3R Mounting Wall Mount Bracket Standard Ambient Temperature Range -13 to +113 IF Warranty and Certifications Warranty 10 year limited warranty CertificationsCompliance: IEEE -929, IEEE -1547, UL 1741-2005, UL 1998, FCC Part 15 A & B About SunPower SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high -efficiency solar cells generate up to 50 percent more power than conventional solar cells. Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. a June 2007 SunPower Corporation. AO rights reed. specifications included in this daiosheet are suhject to charge without notice. Document A 001-16967 Rev www.sunpowercorp.com , ;0 1 1 -.-I Lfil U D L •;,�� � .f '��' �`� `"r},•c�� y�� f.:X y '/-��/- f !tet Pub 080703-1cc July 2008 © 2008 by Unirac, Inc. All rights reserved. Unirac Code -Compliant Installation Manual SunFrame ::'UNI RAC L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC. 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 24). P". 2 SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a.skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs or parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap -free rows, and visible,components match clear or dark module frames. QThe installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as.the building structure); • "Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the . warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; Maintaining the waterproof integrity of the roof, including selection of appropriate. flashing; Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should'be confirmed with the local building official or a licensed professional engineer. SunFrame Unirac Code -Compliant Installation Manual O U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications'of these procedures is subject to the following ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 45 degrees or a hip roof with a pitch less than 27 degrees. for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: Pnet (Psf) = AKztl Pnet3o Pnet (psf) = Design Wind Load A = adjustment factor for height and exposure category Ka = Topographic Factor at mean roof height, h (ft) I = Importance Factor Pnet3o (Ps, f) = net design wind pressure for Exposure B, at height =30,1=1 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50 years. It (ft) = total roof height for flat roof buildings or mean roof height for pitched roof buildings Effective Wind Area (sO = minimum total continuous area of modules being installed Roof Zone = the area of the roof you are installing the pv system according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (ft) please contact your local Unirac distributor, a local professional engineer or Unirac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in different tables. Determine the smallest area of continuous modules you will be installing. This is the smallest area tributary (contributing load) to a support or to a simple -span of rail. That area is the Step 1: Determine Basic Wind Speed, V (mph) Effective Wind Area. Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. ftV 3 8H U N I RAC Unirac Code -Compliant Installation Manual SunFrame s x 90(40) 1'. 100(45) ` 85 •mph `',. _ , 110(49) 120(54) 90 mph (40 m/s) 90 mph » 1 130(58) 140(63) Miles per hour ( (meters per second) Figure 1. Basic Wind Speeds. Adapted and 13b(58) applicable to ASCE 7-05. Values are nominal 140(63) 140(63)- 140(63) design 3 -second gust wind speeds at 33 feet 150(67) ' above ground for Exposure Category C.' :;:! 15010 + 90(40) [1,�,Gt Special Wind Region 100(45) 130(58) , 110(49)120(54) • s • Step 3: Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. , Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. Table I. Determine'Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) e Height (ft) 10 -IS 20 2S . 30 40 SO 60 70 80 90' 100 12S ISO. 17S 200}' 300 •400 Soo C-10 �3.x.3 _.3._.3-34-4 4- ` 4 4 44-4_"'"5„ 6 7-9 ---1"1"...."16`"20 .2] 15 33�3�3 3 4 5 6 6 6 6 6 6�6.7 8 12 1620 - 20______,_..m8._. 8 .8_._ _8__ _8r,�12.16.__20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10" 10 10 ,-.12 16 - 20 =3 .___, 3 3 3 ---- �. „_ ------ �- -- —_ - _ _ 4 5 . _67�89IO 12_�12�12 12_12 16 20 35 _3_3_3 3 3 4 5 6 7 8 9 10 12.5 6 14 14 14 14 120 40 � - - 3-�3 --- 3 --- �3 - - _r 4 5 =6 _. _.. 7 _ _. ,$�,. =—I 0._„I2;5�I=I6_7I6I6,,,.,-I6.�20] , 45 3 3 3 3 : 3 4 5• 6 �7 8 9 10 12.5 15 17.5' 18 18 18 20 �.w "_' _ 7�.-'8 _9 =1 O Zi15 I5=7 5- 20 � 00, 20-201 50.��..»____ 3-'�. 3 R._..., 3 �.... 3 � 3...,.�.4.�. �5 r.._.. 6 ... 60 3 3 3 3 3' 4 5 6 7 8 9 10 12.5 15 17.5 ' 20 .+ 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41. 4 1 SunFrame- c Unirac Code-Complianflnst' 111&ion Manual ::• U N I RAC Step 3: Determine Roof Zdrie (continued) Using Roof Zone Setback Length, a, "determine the roof zone locations according, to your roof type, gable, hip or mono -slope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Enclosed buildings, wall and roofs kr Hip Roof (7° < 0:5 27°1 040 ,a a,� Gable Roof Q* < 9'<_ 4S') c� 1 �a Interior Zones End Zones r Corner Zones ` Roofs Zone I/Walls -Zone 4 Roofs -Zone 2, Walls Zone 5 ® Roofs -Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and, Other Structures, Chapter 6, p. 41. - Step 4: Determine Net Design Wind Pressure, Pnet3o Both Bdownlife force and u ressures must be considered 4' uplift P (psf) / in overall design., Refer to Section II, Step.1 for applying downforce' and uplift pressures. Positive` values are acting ' Using the Effective Wind Area (Step 2),�Roof Zone Location , (Step 3), and Basic Wind Speed (Step 1), look up the toward the surface: Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2, page 6. Use surface. + Y the Effective Wind Are-a.value'inahe table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page.7.J. t 5 MU U N I RAC Unirac Code -Compliant Installation Manual SunFrame Table 2. pnet30 (psf Roof and Wall Basic Wind Speedy (mph) Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. .S, 6 Effe- 90 100 110 120 130 1 140 ISO 170 Zone wndA.eo Downforce Uplift Downforce Uplift �Downforce Uplift Downforce Uplift Uplift Downforce Uplift Uplift Downforce Uplift (SO 4Dowidorce r `Downforce 1 10 5.9 -14.6 ' 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 f 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2 ` 6.9 -17.5 18.3 -21.2 9.9 -25.2 11.6 -29.6 113.4 -34.4 15.4 -39.4 19.8 -50.7 L1 50 5.1 -13.7 6.3 -16.9 i 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 1 100 1 4.7 -13.3 15.8 -16.5 7.0 -19.9 i 8.3 -23.7 9.8 -27.8 1 11.4 -32.3 113.0 -37.0 16.7 -47.6 2 10 5.9 -24.4 7.3 -30.2 i 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 i 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 18.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.71 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 1 18.1 -65.7 0 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.91 16.7 -56:4 CC 3 10 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 1 12.4 -76.8 ii 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 18.3 -45.5 9.9 -54.2 I 1 1.6 -63.6 1 13.4 -73.8 15.4 -84.7 { 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 17.6 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 I 10 8.4 -13:3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 y 1 50 ' 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 , -29.3 16.5 -33.6 21.1 -43.2 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 1 23.3 -64.5 30.0 -82.8 r' 2 20 7.7 21.4 9.4 26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 18.9 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 116.5 -52.5 23.8 -67.4 0 2 100 5.9 -17.0 7.3 -21.0 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 -47.3 21:1 -60.8 eg 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -561 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 U) 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 1 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 - 1 2 37.0 3 47.6 Ln 2 20 13.0 -16.3 16.0 -2001 19.4 -24.3 23.0 -29.0 27.0 -34 0 31.4 -39.4 36.0 -45.3 46.3 58.8 0 2 50 12.5 -15.3 15.4 -18.9 18.6 118.1 -22.9 122.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 133.6 -42.5 44.5 -54.6 N 2 100 12.1 -14.6 14.9 -18.0 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 40.5 43.2 -52.0 0 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 CCC 3 20 13.0 -16.3 16.0 ' -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 1 14.9 -18.0 18.1 -21.8 ; 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 i 30.4 -33.0 35.3 -38.2 140.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 :-18.7 -20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 l 16.1 -17.6 19.5 -21.3 123.2 -25.4 ! 27.2 -29.8 31.6 -34.6 36.2 134.4 -39.7 46.6 -51.0 4 100 12.4 -13.6 i 15.3 -16.8 : 18.5 -20.4 j 22.0 -24.2 ` 25.9 -28.4 30.0 -33.0 -37.8 44.2 -48.6 4 500 10.9 12.1 13.4 -14.9 16.2 -18.1 119.3 -21.5 j 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 130.4 5 10 14.6 -19.5 i 18.0 -24.1 21.8 -29.1 25.9 -34.7 -40.7 35.3 -47.2 ' 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 120.8 -27.2 24.7 -32.4 i 29.0 -38.0. 33.7 -44.0 ! 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 116.1 -20.3 :119.5 -24.6 i 23.2 -29.3 a 27.2 -34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 1 15.3 -18.7 118.5 -22.6 22.0 -26.9 i 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 i 13.4 -14.9 16.2 -18.1 '19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. .S, 6 SunFrame'Unirac Code -Compliant Installation Manual 'IF U N I RAC - r Table 3. p„�,3o (pso Roof Overhang A- ,. . - Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kzt EW_ Bntic Wind Sp WV (mph) If t tions having heights generally less than 30 feet. This Zone wndArea (so 90 t, _ �- _ 100 110 120 s 130 • 1f4Or I ISD 14 170 Topographic Factor. 2 10 21.0 -25.9 r -31.4 k' -37.3 r i, 43.8 ,, `-.50.8 "T , -58.3 -74.9' 2 20 -%20.6 f -25.5 "-30.8 -36.7 -43.0' -49.9 - -57.3. -73.6 to 2 5010.1 14 9 --30.1 -35.8 --42.0 48.7 55.9 n 71.8 2 100 w 19 8 24.4 ' - -35. I 41.2 47.8 ' -54.9 70.5 -29:5 . „ ,, n 0 3 10 34.6 42.7 _ -51'.6 , Y -61.5 -72 I `: -83.7 -96.0. ' ` -123.4 0 3 20 -27.1' -33.5 -40.5, . -48.3 -56.6 w 11`1�11I._-20.6' =65.7 -75.4 , 3 -96.8 0 3 50 -17.3 -21.4 --25.9' -30.8-361 -41.9' -48.1 -61.8 . W -3 100 =10.0 -12.2 Y -14.8 :'" -17.6 ", -23.9 -27.4" -35.2 2 10 . -27.2 - 33.5 +-40.6 ;'' -48.3 56.7 r -65.7 '-75.5 96.9 2 20 -27.2 -33.5 =40:6 48.3 "' -56:T -65.7 75.5 96.9 y 2 50 -27.2- • 33.5 -40.6 48.3 '`' -56.7 " -65.7 -75.5 -96.9 V N 2 100 ? -27.2 r -33.5 -40.6 +_ -48.3 -56.7 -65.7 - - - -75.5" -96.9, 40 3 10 45.7 " 56.4 .. -68.3 81.2 -95.3 ' 110.6 -126.9 -163.0 3 20 " -41.2 -50.9 61.6 73.3 -86.0 -99:8 114.5 147.1 0 3 50 - -35.3 '•' -43.6 -52.8 "' -62.8 -73.7" -85.5' 98.1. 126.1 3 100' -30.9 ., -38.1 t: -46.1 _ ' -54.9 -64.4 ' -74:7 -85.8 - . -110.11 v 2 10 -24.7 -30.5 36.9,•., ' -43.9 -51.5 -59.8 -68.6 , -88.1 2 20 -24.0 ' 29.6 -35.8' -42.6 _58.0 -66.5 .• 85.5 V 2 50 _ -23.0" -28.4 y -34.3 ` -40.8. y-50.0 -47.9 -55.6' -63.8 -82.0 Ln 2 100 -22.2 `; -27.4 -33.2 -39.5 -46.4 =53.8 -61.7 -79.3 , 41 3 10 -24.7,, -30.5 36.9, -43.9 -51:5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 `-35.8 - .' -42.6 -50.0 - ° ', -58.0 -66.5 85.5 0 3 50 -23.0 -28.4 -34.3r ' -40.8 -47.9 -55.6' -63.8 - - -82.0 o°C 3 100 -22.2 -27.4 t =33.2 -39.5 -46.4 --53.8' -61.7 -79.3 A- ,. . - Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kzt EXPOSURE c has open'terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This Topographic Factor, Kt, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all water surfaces in hurricane regions. the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, prone EXPOSURE D has flat, unobstructed areas and water ' Section 6.5.7 and the local building`authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken J ice. Step 6:' Determine Exposure Category. (B, C, D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs, and'confirm your selection with the ' local building authority. The ASCE/SE17-05* defines wind exposure categories as follows: ; EXPOSURE B is urban and suburban areas, wooded ` areas, or other terrain with numerous closely spaced obstructiofis having the size of single family dwellings. • 7 ::' U N I RAC Uhirac Code -Compliant installation Manual SunFrame Step 7: Determine adjustment factor for height and Table 4.Adjustment Factor for Roof Height & exposure category, A Exposure Category Using the Exposure Category (Step 6) andtthe roof height h Fxpasare. (ft), look up the adjustment factor for height and exposure in Mean roof Table 4. height (R) B C D Step 8: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category'description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, pr et (psf) Multiply the Net Design Wind Pressure, pner3o (PSO (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, Ka (Step 5), and the Importance Factor, 1 (Step 8) using the following equation: pnet.(Psf) = AKztlpnet30, 15 1.00 t 1.21 1.47 20 1.00 .1.29 1.55 - 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1..87 Source:. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. appropriate SunFrame Series rail, rail span and foot spacing. pnet (psf) = Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, h (ft) (Step 5) 1= Importance Factor (Step 8) pner3o (Psf) = net design wind pressure for Exposure B, at height = 30,,1= 1, (Step 4) Use Table 5 below to calculate, Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation: IBC 2006,ASCE 7-05 t Variable Description - i Symbol Value u&t Step Reference Building Height Building, Least Horizontal Dimension ft :Roof pitch , degrees Exposure Category o 6 ' Basic Wind Speed •-. ___ V = z- s----t.�� _ mph 1 Figure Effective Roof Area. sf 2• Roof Zone,Setback'Length Roof Zone Location- 3 Figure 2 Net Design W! ind F ressure "pnet3o� f Topographic Factor Kzt x 5 djustment6c7i for:heightand•exposure_category lw� _� x t 7 Table4 Importance Factor I x 8 " Table 5 Toul DesignVl/in'd Load" ".,."`".�_ - Pner s psf • -�9 e SunFrame Unirac Code -.Compliant Installation Manual ::: U N I RAC Table 6. Occupancy Category Importance Factor Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI.7-05, Minimum Design.Loods for Buildings and Other Structures, Table 6-1, p. 77 Pos• 9 Non -Hurricane Prone Regions and Hurricane Prone Regiom Humane Prone Re- - with Bask: wrid SpeeQV = gions with Basicwnd Category CategoryDesiaiption Building Type EKamples 85- 100 mph, andAlasko Speed.V>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities haiard to human life in`the event of failure, �. including, but limited to: r All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 ar 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in* Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited ' resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers ^ Buildings that manufacutre or house hazardous materials Buildings and other . Hospitals and other health care facilities having surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars . Water storage facilities and pump structures required to maintain water pressure for fire suppression ; Buildings and other structures having critical national ` defense functions r` Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI.7-05, Minimum Design.Loods for Buildings and Other Structures, Table 6-1, p. 77 Pos• 9 0:' UNI RAC Unirac Code -Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet• See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf), Design Wind Load, pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for siting lag bolts pull out capacities (Part II, Step 6). P (psf) = I. OD + LOS1 (downforce case 1) P (psf) = LOD + LOpnet (downforce case 2) P (psf) = LOD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.6D + 1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) pnet = Design Wind Load (psf) (Positive for downforce, negative for uplift) The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05: The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. 10 Qe. r �. - Note: Modules must be centered symmetrically on the rails (+/- 2*), as shown in Figure 3. If this is not the case, call Unirac for assistance. SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC w = Distributed load (pm Table 7. ASCE 7 ASD Load Combinations ((q 20 25 Description Variable Downforce Case 1 Downf rce Can 2 Down(orce Case 3 t Uplift 120 units Dead Load D 1.0 x w 1.0 x 1.0 x 0.6 x 260 280 300 400 500 600 700 psf Snow Load S 1.0 x + i 0.75 x + SF SFSF_ •— psf Design Wind Load Pnet 1.0 x + { 0.75 x + 1.0 x - SF SF psf Total Design Load P SF SF SF _SF psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, W (P 1j) Determine the Distributed Load, w (plf), by multiplying the module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w=PB w = Distributed Load (pounds per linear foot, plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Table 8. L -Foot SunFrame Series Rail Span Step 3: Determine Rail SparVL-Foot Spacing Using the distributed load, w, from Part II, Step 2, look up the allowable spans, L, for SunFrame. There are two tables, L -Foot SunFrame Series Rail Span Table and Double L -Foot SunFrame Series Rail Span Table. The L -Foot SunFrame Series Rail Span Table uses a single L -foot connection to the roof; wall or stand-off. The point load connection from the rail to the L -foot can be increased by using a double L -foot in the installation. Please refer to the Part III for more installation information. Span w = Distributed load (pm ((q 20 25 30 40 50 60 80 100 120 140 160 180 200 - 220 240 260 280 300 400 500 600 700 ,_SF SF SF _ SF SF SF SFSF_ •— SF —SE __SF SF SF SF SF SE - SF S_F _ SF � Y 2.5 ,_SF _SF SF SF SF _SF SF SF SF _FSF _ _SF SF _ _SF 3— F1 _S$ SF SF SF _SF ___ .�F__SF _SF�S SF��SF SF_SF _F _S 3.5- _SF__SF SF SF sF _S SSF_�SF— , SF SF SF _SF__��,_SF A _ SF _SF SF _SF , _SF_ R SFFF SF _ SF_ — SF, _.rt SF�SF,_ , SF_SF_. __ . 4.5 SF SF SF SF SF SF SF SF SF SF SF 5— `SF SF SF_ SF__•_SF_SF _SF SF SF SF._SF____�, 53 _SF SF SF SF SF�iSFF ASF SF 6� —SAF SF SF SF SF SF, -,---5F _ SF SF �SF -SF 7 _ASF _SF_ SF SF_ _ SF SF _ SF —SF - 7.5 8_ - -SF__ SF SFFSF SF SF -�___SFSF _SF —SF_SF SF__SF __SF SF 9 �.5F.__SF SF SF _SF SF 9.5 SF SF SF SF -,,_ SF SF ,.s_- 10 — _._�-_ SF_ w . SF_ ASF �SF _ __ SF -- _ _ 10.5 SF SF SF SF 11.5 SF SF SF _ 12.5 SF SF _ 13.5 SF 14 - r 11 MN U N I RAC Unirac Code -Compliant Installation Manual . SunFrame Table 9. Double L -Foot SunFrame Series Rail Span r Span w = Distributed Load (pto (f) ' 20 25 30 40 50 60 +80 .100 120 140 160 180 200 220 240 260 280 300 400 500 600 : 700 2,' -,sF_I,,SF sF._.sC.-=SF�SF—SF-,—._SFF,•,�SF � SF'SF4t_.St_SF,-��SF�SF�SF _SF�_SF�__S_F_SF_ 2.5 3SF'��SFSF SF , SF SF SF SF ASF `SF SF SF SF SF SF SF SF SF SF SF SFSF'��SF_SF_SF SF`SF�?�SF,'�SF SF.'FSF-SF7 SF -SF SF, SF SFSF 3.5 SF SF SF SF SF SF SFT SF SF SF� SF SF SF SF SF SF�_SF SF�Sf_A SF ,_ r SF,, SF,y,,,, SF _ _Sf, , SF,.. . SFS SF�SF__ SF 4.5 SF SF SF SF SF , SF SF SF SF SF SF SF SF SF SF SF 5 SF. SF SFS" SF SF .= SF SF _ , SF SF, , SF SF(as sS Ei 5F " ASF 5.5 SF SF ,SF SF SF SF SF SF SF SF SF_ SF' SF '6 ASF S_F_ SF SF „_; SF, SF SF_ y ,.Sf SF SF S_F SF, 6.5 SF SF SF SF_ SF • SF SF SF SF SF SF SF SS SF. SF _ -SF SF. _�SF—„rS_F_= 7.5 SF SF� SF� SF SF SF SF SF 8�SF�SF�SF SF SF SF,,,,,,_SF�,; SF <.SF_,SF..ti.,,_.,,.,,,�.,,�,..,,,-,.w�MT•;,,,r `.., , SF SF SF SF SF • 8.5 9= SF `__SF- SF SF_ SF�`S_SF _-_4 SFSF SF SF 9.5 10.5 SF SF SF —SF I I �SF'"�SF SF'�✓SF i + +,,,, 11.5 SF SF SF I2' SF SF SF x a A'- 12.5 SF SF +a -11— - `Sr—SF s 113.5- A SF 14"` " SF s r Step 4: Select Rail Type Step 5: Determine the Downforce Point Load, R (lbs), *' at each connection based on rail span Selecting a span affects the price of your installation. Longer , spans produce fewer wall or roof penetrations. However, When designing the Unirac Flush Mount Installation, you longer spans create higher point load forces on the building must consider the downforce Point Load, R (lbs) on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce, Point Load, R (lbs), is determined by It is the installer's responsibility to verify that the building multiplying'the Total Design Load, P (psf) (Step 1) by the Rail structure is strong enough to support the point load Span, L (ft) (Step 3) and the Module Length Perpendicular to forces. the Rails, B (ft). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) + L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify tliat the building structure is strong'enough to support the maximum point loads calculated according to Step 5. 12- +'. s SunFrame Unirac Code -Compliant Installation Manual IFU N I RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case 1,2 or 3) P psf Step Module length perpendicular to rails' B x ft Rail Span L x it Step 4 Downforce Point Load R Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt'attachment to the roof (building) structure. lbs Table 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table .12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt SIM and embedment depth to Lag. screw specifications satisfy your Uplift Point Load S116 Force, R (lbs), requirements. Specific /6" shaft,* gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum a Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and. Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 307 Threaddepth Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources:American Wood Council, NDS 2005,Table 11.2A, 11.3.2A." Notes: (I) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag boh size with regard to shear forces. _ (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1.in the American Wood Council NDS for Wood Construction. Po,. *Use flat washers with, lag screws. 13 U N RA( Unirac Code -Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code -Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting'systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the. SunFrame systems. [3.1.] SunFrame® rail components D 0 14 [8] ® Figure 4. SunFrame components. Figure 5. SunFrame threaded slot rail, cross section, actual size. SunFrame Unirac Code -Compliant Installation Manual UNI RAC ORail—Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16 -foot lengths. 6105 -TS alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip—Secures PV modules to rails and neatly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16 -foot lenghs. Predrilled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. © Cap strip screw (1/4-20 x 1, Type F thread cutting)—Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional.end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. ORail splice—Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8 inches long, predrilled. 6105-T5 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. © Self -drilling screw (No. 10 x 3/4') —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. 0 End caps—Use one to neatly close each rail end. UV resistant black plastic. OTruss -head sheet metal screw (No. 8 x 5/d')—Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. OL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L -foot is also available. OL -foot bolt (3/s" x 1'A') —Use one per L -foot to secure rail to L -foot. 304 stainless steel. 0 Flange nut (3/d')—Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35. foot-pounds. QStainless steel hardware can seize up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling.and Its Prevention, at www.unirac.com. L -foot adjusting slider (optional) —Use one beneath each L -foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3*' x 11/4' bolt with flange nut for attaching 1, foot or standoff shaft, and two s/w" x 2112 lag bolts with flat washers for securing sliders to rafters. ® Flattop standoff (optional) —Use if L -foot cannot be secured directly to, rafter (with file or shake roofs, for example). Use one per L -foot. Two-piece (pictured): 6105-T5 aluminum extrusion. Includes 3B" x Sia' serrated flange bolt with EPDM washer for attaching L -foot, and two 5/id" x 3 ld' lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/e" x 11/V bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot—Attaches L -foot or standoff to rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L foot adjusting sliders and standoffs. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. Clamps fo'r standing seam metal roof_ See "Frequently Asked Questions..." (p. 16). Pogo 15 , .H U N I RAC 'unirac Code -Compliant Installation Manual SunFrame Installing the array " Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning. with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the array and roof susceptible tosevere damage., QFor array widths or lengths greater than 45 feet, see instruction manua1908.1 ' concerning thermal expansion issues. Sample layout, illustrated it Figure 4 Assumptions: 12 modules (60" x 36'), arranged in 3 rows of 4 modules Array width = 144" (36` module width x 4 modules per row) Array length = 180" (60 module length x 3 rows) + 3" (11/2" end rail width x 2 rails) + 1V2" (3/a`between-module rail width x 2 rails) = 184'/2" 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the "roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following 'Figure 6. Y Pelle 16 1'/z- at each end of array I Array length i -J Array width (module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. Roof peak 3/.- space between module rows Module length (see caption) f Module width l l/z i -J Array width (module width times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. SunFrame Unirac Code -Compliant Installation Manual :P U N I RAC 2. Installing the lowest row of L -feet and rail In the lowest row, it is not necessary to use L -foot adjusting sliders, even if you plan to use them in subsequent rows. Install L -feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L -feet. L -feet must be flush with or above the highest point of the roof surface.) L -feet can be placed with the double -slotted side against the roof surface (as in Fig. 7) or with the single -slotted side against the roof (which increases air circulation beneath modules). Module -to -roof dimensions are listed on page 15 for both ar- rangements. AIf you are using L foot adjusting sliders, you must use the short side of the the L foot against the roof in the • first row. See Figure 9 below. If you are using both L foot adjusting sliders and standoffs, see the upper box on page 11. Install the first row of L -feet at the lower edge of the instal- lation area (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L -feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. Figure 7• Placement of firstL foot row. Drill a pilot hole through roof into the center of the rafter at each L -foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L -feet with a suitable weatherproof sealant. Fasten the_L-feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). , e rBoi /,eBi /oi sdi /ood?r / oee/' r�sr /o/k ,d0i r�oi Bi re/ rr°r /oi • mi � /er L feet -.:'-- Lag screw / / Always lag into slot ® nearest the bend o in the L -foot 23/i Lower edge of j installation area Utility slot for No. 10 screw - 1 � Utility slot for/a" hexhead bolt, Slot for 3/8' , ®' footing bolt y. Roof peak Cut the rails to your array width, being sure to keep, rail slots free of roofing grit or other Roof peak debris. If your instal- lation requires splices, Figure S. •L -Foot assemble them prior to orientation attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p. 13). Slide the 3/8 -inch mounting bolts into the footing slots. If more than one splice is used on a rail, slide L foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely at the rails,to the L -feet with the flange nuts. Ensure that rails are oriented with respect to the L -feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and'parallel to the edge of the roof. Then tighten the lag screws. Figure 9. L foot orientation in conjunction with L foot adjusting sliders. The sliders include two utility slots to secure module wiring, combiner boxes, and other system components. ftV 17 UNI RAC Unirac Code -Compliant Installation Manual SunFrame Using standoffs with Two-piece aluminum standoffs may be used with footing sliders, although flashings may not be available to cover the entire length of the slider. Use the bases of the standoffs only in the lowest row. In subsequent rows, attach the shaft 14t-2 L -foot -adjusting sliders of each standoff to the slider using the slider's 3/8 -inch hex - head bolt. Note that L -feet are positioned long side up on the lowest rows and with long side down in subsequent rows— in the same manner as an installation with no standoffs. With standoffs of equal length, orient L foot to compensate for height difference. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the If the standoff supporting the lowest rail is I inch taller than the standoffs on the footing sliders, place both L feet in the same orientation—either both long side up or both short side up. L -foot shaded areas. If more than one splice is used, be sure the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible, they between two adjacent feet. can usually be avoided by effective planning, which also pro- 4. In a spliced length of rail, all end sections must be sup - motes superior aesthetics. See "Material planning for rails, ported by no less than two L -feet. and cap strips" (p. 13). The installer is solely responsible for ensuring that the roof and its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,. thermal expansion joints may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 2. Overhang (B) must be no more*than half the., length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. V 8e 18 S. All interior rail sections must be supported by no less than one L -foot. 6. Interior rail'sections supported by only one L -foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L -feet. 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports a pair of non- rectangular modules by themselves (right), it must be supported by at least two L feet. The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. j Rafters A- ,�— Stringer Non -rectangular modules Rail SunFrame Unirac Code -Compliant Installation Manual :P U N I RAC 3. Laying out'and installing the next row of L -feet \ \ f ✓ \ /\� With L -feet only: Position thesecond row of L feet in accor dance with Figure 10. Ensure that you measure between the lower bolt hole centers of each row of L -feet. Install the second �. / Moo dule length + 3/." row of L -feet in the same manner and orientation as the first �� \ (hole to hole) row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant; the L -feet will not be fully tight- ened until Step. 4. , f With L -foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or Figure 10. L foot separation. See the note on module length in the pan -head screws in its frame. caption of Figure 4 (p. 9). Attach and seal L -foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L -foot with its short side up to each slider. , Roof peak -� U Lowest row of L -feet (no footing sliders) A + 1 3/16" A + 2 1/a" 4. Installing the second rail A = module length A �► Align slider center hole to chalk line With L -feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan -head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L -foot positions as needed. 5. Installing remaining L -feet and rails Install the L -feet and the rails for the remai ning, rows, follow- ing Steps 3 and 4. You may use the same module io space all the rows. When complete, confirm that: ►� Align slider �A - 3 '/4" , center hole • to chalk line A + 3/4 Figure 11. If you are usingL foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Lbg screw (tight) Figure 12. Position and secure top rail. /Snug\ Lag screw (half.turn loose) I All rails are fitted and aligned. • All footing bolts and lag screws are secure. • The module used.for fitting is resting (but not se- cured) in the highest row. fts 19 MH U N I RAC Unirac Code -Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies tieed to be cut and structural or aesthetic problems, particularly those caused by spliced from 192 -inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrateso ' ne means of doing so, without violating one approach. structural requiremets or -aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192 -inch lengths, lettered A and splicing requirements" (p.11). Structurally, cap strips thru E. Rail A, for example, is cut into two 96 -inch segments, require: • with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192 -inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drilla 1/4 -inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in "Footing good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, and superior aesthetics. This example conserves material the center of the array is offset 2 inches from the center • and achieves two specific aesthetic goals: rafter. This prevents rail splices BD (3rd rail) and CE • Cap strip screws must align across the rails. (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level, there is negligible the array. aesthetic loss. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line II 11 11 11 I I I,I 11 - II 11 11 II 11 I I 11 11 11 II 11 II II II 11 II II II II II 11 11 II II II II Trim line (array edge) ! 11 11 11 II II II II II 11 11 II 11 Trim line• (array edge►�'I • • V 112" • 11 II II X 96" J(l II II st cap sari p C 83" ;; ;; ;; 'E 122" ;; 4th rail II 11 11 111 II III 11 II 11 II 11 II 11 I I'I II • • W 112" • •; ; II 11 11 •; ; X 96" ; 12nd cap strip II 11 B 83" D 122" 3rd rail 11 II • • V 80" •; ; Y 128" 13rd cap strip A 96" ��� " C 109" " 2nd rail 14th cap strip . y/ 80" .•� .I Z 128" I A 96" ; ; �� ; ; ; ; B 109" ; ; 1st rail I I 0 H Usable remainder: D, 70'; E, 70'; Y, 6,V; Z, 64" 20 0 SunFrame Unirac Code -Compliant Installation Manual ::'UNI RAC 6. Securing the first module P Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p. 13). Slide the first module into final position at one end of the array. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to . place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip'screws (Fig. 13, inset), so that the upper end of the first module is secure. Figure 13. Begin cap strip installation. - QThe structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws must be 1/4-20 Type F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. QEvery cap strip segment must have a cap strip screw 4 inches or, less from each end. If the nearest predrilled • hole falls more than 4 inches from any end, drill a 1/4 -inch hole 2 inches from the end and install an additional screw. QWherever it is necessary to make a new cap strip hole, drill a 1/4 -inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame rail by drilling a 1/4 -inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every 'prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. Figure 14. Position and secure modules one by one. Figure 15.. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap strip being secured. 21 - Ir UNI RAC Unirac Code -Compliant Installation. Manual SunFrame 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). Figure 16. End cap installation. Table 4: PV module; cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be %,-20Type.f thread cutting (18-8 stainless steel). Module thickness or type Cap strip Required screw ' . inches mm cross section -,Cap strip size length (inches) 1.34-1.42 34-36 C . 1.50-1.57 38-40 D 1.77-1.85 45-47 II [I F I" 1.93-2.01 49-51IT, E I A Sharp lipped modules G I" Sanyo Iipped.modules H 22 SunFrame' t Unirac Code -Compliant Installation Manual ::' lJ N I RAC - Frequently asked questions about standoffs and roof variations How high�above the roof is'a SunFrame.array? SunFrame L -feet will mount to the top of the S-5! clamps The answer depends on the orientation of your L -feet and with the 3/8 -inch staifiless steel bolt provided with the S -S! the length of your standoffs, if used. See the illustration ap- See wwws 5solutions.com fordifferent clamp models and propriate to your installation. - details regarding iristallation. � . Lseal When using S-5! clamps, make sure that there are enough How can the'roof penetration required when are the • clamPA-feet attachments to the metal roof tomeet the standoffs lagged,below roofing material? Metal Roof Manufacturers' and MRI specifications regarding Many typesand brands of flashing can be used, with Sun- Fcame.' Unirac offers an Wtey®,"No-Calk" flashings for wind loads,.etc. its steel.standoffs and Oatey® or Unirac,flashings foc its ` Module aluminum two-piece standoffs. See our°SunFrame Pro -Pak s' thickness' varies; Price List. _. — How do I attach SunFrame to a standing -seam metal 2'/4-- /8 c roof? ' A good solution comes from Metal Roof Innovations, Ltd. 1 'W±'/8 L '/8 ' (MRI). They manufacture the S-5!' clamp, designed to at- tach a wide varietyof products to most standing -seam metal roofs. It is "an elegant solution that eliminates flashings and ; `� ` #: + • Module thickness penetrations altogether. - a h es 21/q.-+1/8" dr Module thickness' varies +� /8"± /8" Standoff height i' 3 /8'± 1/8- ' (3"', 4", 6", or 7 all,± /e"l 9 t. 9 i i Mwe H U N I RAC Unirac Code -Compliant Installation Manual SunFrame 10 year limited "Product Warranty; -5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking.or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty isVOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally. Finished Aluminum" (www.aamanet.org) are not 'followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall be VOID if installation of the Product is not performed in accordance .with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall, not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Unirac's sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. �UNIRAC 1.411 Broadway Boulevard NE „V N Albuquerque NM 87102-1545•USA 24 NOTES. CA t�- I 6�j PERMIT NO. JOE RESIDENTIAL 042-580-054* 0.072.077 OSTRANDER, CRISTI 2016 BIDWELL AVE., CHICO CONTR: MODERN BUILDING CO. REMODEL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER COUNTY OF BUTTE.... 9 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_��� f_ llA i'SG 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. I�il'/ � /1� /✓��i�C -o�C'� U/.� f/PX01//OG� ZC7 �/ Cf Grl G'Z �i� C �' � f�� �G-✓ /24 Vl Date — ' G! Inspector / REV 10/92 CORRECTION NOTICE COUNTY OF BUTTE ?'R BUILDING DIVISION i�l DEPARTMENT OF DEVELOPMENT SERVICES PERMIT NO. 411 Main Street *Chico, CA * (530) 891-2751 7 Countv Center Drive * Oroville. CA * (530)638-7541 CORRECTION NOTICE A ?'R i�l OWN PERMIT NO. 14 14 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 ex0ahation, please contact this office immediately. X 17 Date -,V- REV 10/92 v. ,. ,... ,..... i .r -- »-- - COUNTY OF BUTTE r 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 Y 3 —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, = 5 please contact this office immediately."; ,,;rte UI/�p /�/'1' Iry � L'7/ls/�� /:: • � _ _n ; iW, #"Z-- !/� G CUh.,P Ttr ate• /<./ �Tc�./_ . -7 r _ i .w • . w .. _ _ r �A Date 0 ` O� (/� r✓� REV 10/92 k, COUNTY OF BUTTE BUILDING DIVISION. 4* DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 00 OWNER PERMIT NO. -`-A routine inspection indicates that the following violations of butte county brdinances exist at the above address and should be corrected. Please notice this office when correction of work is explanation, completed. If you have any questions pertaining to this matter, or need additional please contact this office immediately. 11 L'IlAl IL 4, R-1 w,1W Date n REV 10/92 --, W.n.�..,.R `3 COUNTY OF BUTTE t 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. i 40.-:-4 , r r 1. utot � F^ HEV 10/92 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 CORF4ECTION NOTICE ,OWNER ()0Z0-7PERMIT NO. 1 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 ontact his office immediately. 72 Date O Inspector �.1 REV 10/92 . F._e V = OK 0 ;k Not OK Ot = Not Applicable Not Ready RESIDENTIAL (; = Date Agderfloor (Plans) OK except #'s ing-Setbacks-Easements-Flood-Slope 2. Fig., Main; Soils-Elec. Grnd.-/ Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ft , Porches & Decks; Soils -Steel-/ /" Ftg. Depth to alls, Main; Steel-Blockouts-Wrapped temw IIs, Garage; Steel-Blockouts-Wrapped 6a. D ns and Special Anchors S Steel -Wrapped 3 `7 vfl 70 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING(Permit). #'s is Proper Materials A Akrors�2 Walls Studs -Nailing S Braces -Plates -Sound 42. BEaring Walls over Girders & Floor Nailing Dr ft top in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing >ingle & Duplex) Date 40- D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test I ang -Post Caps -Anchors -Connectors 10. JtP,<as Pipe; Size Anchors - Yard Gas Piping; Size Test 48. Ties or Type re lace Throat Clea nce er Pipe; Test -Anchors -Regulator -Service Test kitic Ac Romex Prote Draft Stop -I s. Baffles 2. E tric Underground 51. 1 PI s & Ducts; Clearance -Material -Support -Ins. Property Line Firewall & Openings JAIO'Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 54. 15. Access & Ventilation Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 16. Insulation ?��•Qf52.115iucco 58. Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 5 Date 60. Card B-1 Date Card B-1 Date Date v Insulation -Walls -Ceilings Card B-1 a Card B-1 PLUMBING (Permit) OK except #'s Infiltration -Walls -Windows 17. Wa�tr.; Vent -Access -Combustion Air Baffle / 8 alar Pipe; Test & Anchor -Nail Protection 1.9. .W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 2. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except #'s ix e & Transformer Clearance -Ins. Protection le Receptacles Spacing -Lights & Switches at Doors 5 i foxes & No. of Conductors Stapled Rory Installed Close to Edge of Studs & C.J. 27._�quip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral I] Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. 6. A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return 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 RAMING(Permit). #'s is Proper Materials A Akrors�2 Walls Studs -Nailing S Braces -Plates -Sound 42. BEaring Walls over Girders & Floor Nailing Dr ft top in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing >ingle & Duplex) Date 11 FRAMING (Continued) ang -Post Caps -Anchors -Connectors 4 ng. Joist-Rffr. Ties -Purl in -Roll Brac.-Truss-Shtin -Rfng. 48. Ties or Type re lace Throat Clea nce 49. kitic Ac Romex Prote Draft Stop -I s. Baffles 50. Bdrm. Windows orxi mg Doors -Sill Ht. & Dimensi ns 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits i 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sid' -Nailing Veneer ?��•Qf52.115iucco 58. Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 5 ear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels ry 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date _,-SINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings X64-8ma1 etDetector --65-uc Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection �oom xiting G.F.I. & Bath Fixtures & Tub Access -Spa & Subpanel, Breaker Sizes & Labels Stairs & Rails it a or Stove, Clearance -Hearth Ele5.2utlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7_ : .-Outlets & Receptacles at Kit. Counter 74 r: ^^^ Fire Door; Swing-Landing-Closure --W5--A-C:-Out;; in Garage -Damper Vents -Clearance -Comb. Air Connector-P.R.V. in,Garage; Above Floor-Mech. Protection 7 Ib.,fJec. & Mech. Equip. Listed for Location . Elec. R tacles in Garage (F.F.I.)-Romex Protection 7sulgp_foam-Looked in Attic u ils & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth CWasarrte Looked under Floor O Yes Fol ng Insild./Drive D Yes D No/Walks D Yes D No/Planters J Yes D No St Brown -Finish 8.4A.C.Unit Disconnect, Electrical -Plumbing 8 ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings E'-86�I�fdtBiJ<1toJf, Disconnect, Electrical, Plumbing no lec. Trim, G.F.I. Receptacle -Underground ,_98 Vermlafiion Throughout House Protection Qboorcorrections from Previous Inspections est -Meters Tagged, Gas -Electric a er & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 4. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J = OK 0 = Not OK - = Not Applicable = Not Ready - t'' 1 MOBILE HOMES Date - - - MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch Zoning Requirements -Setbacks -Easements 3. Sewer; Location -Test -Fall -C/O -Concrete Date 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Zoning Requirements -Setbacks -Easements 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"h./ /'LPG 2. 7. Well Clearance & Disconnect 8. Utility Clearance r T t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Carl. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 1. Card B-1 Date Card B-1 r T t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ^ 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 • r, �4• ..'+i'.`�.Y'e_A P :'. rq gyp.,'!ydyEi�(1R�yµ�a Civil Engineers • Planners • Surveyors October 26, 2001 Community Development Department P.O. Box 3420 Chico, CA 95927 RE: Gage Chrysler Back Yard Structure on Bidwell Avenue To Whom It May Concern: I have reviewed the installation of the plywood shearwalls at the pool house bathroom. The shearwalls were installed in compliance with our building plans. If you have any further questions, or need further. clarification, please call me anytime at 893-1600. Sincerely, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 BUTTE COUNTY 3UILDING DEPARTMEN1 APPROVED ...� LOWRY/ ENGINEERS, GEOLOGISTS' AND' ENVIRONMENTAL SPECIALISTS I: i l:mmerce Clr:lc ��a:r;irnento, California 95,j15 • (`116) 9:9.9012 • (001 :66.1379 • FAX 0161 WELDER AND WELDING OPERATOR -" QUALIFICATION TEST RECORD v� Date: Lab No. L/K No. I in e = _name _ SS #,570,82-6o,77 (3) Welder/we�.sN Welding pr6ce anual Semi-automatic.g-Machine_ Positio -- (Flat,' Hoeizontal, OVERH AD or VERTICAL (upward or downward) Procedure Specification No. PG 4F Material Specification Dia. and wall thickness (if-,bipe) 'o herwise Joiht t ickness Thickness rage q n this. uali4es �� -2 . FILLER METAL 7OS-<Z� _ Classification_ ��11:1y�! F No. Specification Nd�..�/' �... • Describe filler metalI if* not covered by AWS Specification) -0 Is backing strip used? (NO) (YES) 1/4)(.3. Filler metal dia. and trade Flux for submerged arc or gas for gas metal . name • Q35 kZZ0y RedS. arc or flux cored arc welding Witnessed by on on Guided .Bend Test Results Type Result Type Result coo C a �. G a RADIOGRAPHIC -.TEST RESULTS Film I.D. RESULT REM. RKS . I..D,. ,•..RESULTS REMARKS B E 41 COUNTY Signs b y 3UILDJNG pEPgRI'/VIEi�� AWS CWI # � 16A6 -E _N T O • S? O C K T.0 N. • 'FRESNO • BAKERSFIELD 1 U V E D rew j M ll.s�.id I4� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) _ APPLICATION AND PERMIT &9n&Z-7 ASSESSOR PARCELNUMBER @2 042-580-054 ZSRG BUILDINGPERMIT OWNER OSTRANDER, CRISTI TELEPHONE 9891-4533 SO. FT. OCC. BUILDING VALUATION .OWNER'S MAID ADDRESS 201 BIDWELL AVE, CHICO 16 C 4108, CONTRACTOR'S NAME MODERN BUILDING CON. TELEPHONE 1518-7210 59 R 3090 - 488 11 10,736, CONTRACTORS D PRsOSS0BX772CHICO, CA 95927 797 C 10,361, CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 24-1 7 -nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 16-1 80 BUILDING ADDRESS 2016 BIDWELL AVE CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 14.00 Solar or heat pump water heater 23.00 Water piping 15.0019.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other p Describe Work: DETA .HED WINE CFT T AR R COVF.RF.n ARRA Gig /RA Gas piping system 1 - 5 outlets 15.00 Building sewer 5.00 Mobile Home S G W PERMIT FEE ELECTRICAL PERMIT 20.00 EFiling eoovRmsMain Service 2ooA oR LEss 3.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./ License Class laLic. No. �a� }� 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 WORKERS' COMPENSATION DECLARATION I 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. B,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 Main Service 200A TO 1000ANEW CONST. DWELLING OCCUP.I OR ADDNS. aC0.14 =RESIDTULTI._ ICUT F0 APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FDCTUREs eA20 1.� Ex. Occup. DLIAP s D) ORA'. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ . 14 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S 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. - C Dete'�, ——_ SlgrLatyy o hca f --EFowner • -0—Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Acc 11 cpT. TYPE TOTAL FEE $ HAZ. D. FEES IM �. FLO D CDF PAR PD ISSUE This permit is hereby issued under of the Butte County Gpde and/or indicate v or w ch fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �Z Z Date Receipt No. G, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS COR GOLDEN 00 -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, C),LI ,QRNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ASSESSOR PARCE4 NUMBER: Tp1—5SO"'OLL� Proposed Building Use: ® 6 MBuflding Inspector: Q Date: $ ag -00 At time of permit application, I wA advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ items have been submitted -------------------------------------------------------------------------------------- plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ El 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 06. eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ F ----------------- / ergy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. H�dous Material Form. ❑ 9.,YOlanufactured- Home data, 0. Fees of $ instructions including Tie Down Specifications. ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees.-------------- 0. I lood elevation certificate. --------------------------------------------- f16. anitation and plot plan approva�,t,(,U Health Department. ity of Chico plumbing permit. --------------------------------------- lot 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 ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- ❑2 . Recorded copy of Agricultural Acknowledgment Statement. ttjac: ofton buildinguse.------------------------------- ❑ Maed Home utility clearance. ------------------------- ❑ 28. Existing violations and/or expired permits. Deed, ❑ M.H. Title, ❑ Qieck to H.C.D $ N i N V (Date) r---- Whe .. ou issue the permit, process as follows ❑ Mail to owner, 103ail to contractor. Telephone i �' �J 33 and hold f r pickup at office. ❑Deliver with inspector. 2�z�ol P YApplic*oll p Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department,Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index permit application for the above items numbered: Qf�lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ail, ❑ Building Division counter, byr Aate: I O 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: Contractor, designer, owner, was of the aboverequired data by ❑ phone, ❑ mail, ❑ Building Divi§ion counter, by Date: Plans reviewed by: Date: ` ,A • 0 1 Plans approved by: JM/ 7 Date: Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: January 30, 2001 Christi Ostrander 2016 Bidwell Ave. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-580-054 Building Permit Number: 00-2077 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are' listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the --recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide construction detail of existing fireplace and show how new fireplace will connect to existing. . Plot plan does not show where new patio cover "at the house" will be located. Provide revised site plan which shows patio cover location. (Three copies) A V �. There is a trellis shown on the plot plans for which no plans have been submitted and for which there are no permits in the building file. Is this trellis an existing structure or is it to be built in the future? If it is existing we will need plans so that we may issue a permit. If it is a structure to be built in the future and not with this permit please remove it from the plot plan. / Provide rise and run of stairway, show handrail requirements and headroom clearance. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. T Plan check-- will continue fn receipt of all of the above items. Ad9onal comments may be generated,from your response above where the plan documents .were incomplete, inconsistent or not adequate to depict code compliance.. 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 -Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of -permit application on the PERMIT APPLICATION DATA SHEET.. i Sincerely, Martha Whitney Plans Examiner cc: Northstar Engineering Modern Building n L PRli-ECT PROCESSING RF -CORD APPLICANT: OWNER: PERMIT A. P. WORK DESCRIPTION: DESCRIPTION OF STEP DATE - 0000 L+ rz,0( 4 U4D Zap �� 0 i jj ` , r -...# LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design RECE ■ Roof & Floor Systems JAN 11 (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: 20 16 7S cl Z C AP#: OLIA-5�0 65-1/ MODERN BUII CHICO, CALI Job No: PQ / 1674 / / - /,)/,, �24,, Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522�� I (916) 387-0116 APPROVED INSPECTION A,C;FNC Y Timber Products Insp�i, P.O. Box 20455 ; Portland, OR 97220 PRO (503) 254-0204 0 M LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 ���u1i11W11��1JJIJJJ Important Information for Users of Wood T russes Longfellow's goal is to supply superior quality trusses., Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS m .❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) _ ❑ Do review the HIB -91 Summary Sheet's recommendations for -handling, installing and bracing of wood trusses. ❑ :Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire. sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. Co i Co i POOL ROOM & WINE CELLAR SPR COVER CHRYSLER - POOL ROOM & CELLAR 1-18-2001 Scale: 1/8" = 1' COVER @ HOUSE C2 JOB N0: CHRYO111 I PRGE N0: 1 OF 1 GABLE END DCIAIL SIRONGUACK (NAIL 10 LEDGER 12' D.C.) (BRACED AT 55' O.C.) -,- , A35 LEDGER (NAIL HYK' TO VERTICAL W/2-I0L NAILS) rota FI (K) SPACING FUR H3 = 56.0' O.C. REFER, TO SIWSON CAIALOG C-9414-1 FOR PRODUCT A1IACIU(ENT SPECIFICATION (ATTACH A35 III FI DIRECTION (SI) (M) 2X4 F.L. OR II.F. 12 OR / BTR. SIP,ONGOACK BRACE (PI) PEAK PLATE 10 MATCH COMMON TRUSSES. (SI) SPLICE PLATE 10 HATCH COMMON TRUSSES (III ) IEEL PLATE 10 11AICll COMPON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.012 DIA,/15 GA.) TDENAILEO THRU CHORD INTO WEB 6 1HRU WED INTO CHORD Ott ONE FACE FOR A TOTAL DF 6 STAPLES. (PI I. (SI ) 6 (III ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75HPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. THIS DWG PREI'ARED FROM COMPUIER INPUT (LOADS 6 UIMEtlSIONS) S110tllII0 BY TRUSS Mf R. ROCS- MATERIAL OUTLOOKER 11 (C) ��(.�- GAELE END 15 2X LEDGER } C011110N II 1PUSSES STRONGDACK BRACED AT 55' O.C. (C) IX4 CONTINUO(IS LATERAL BRACING FOP. BRACE ( STRONGOACK I MEMOER LONGER THAN 72'. ATTACH AT MIDPOINT Of_- EACH GRACE 'A/2 -OL CCOMMtON NAILS. 24' MAX �� / GAOLE ENO NOTE: CIIOP,OS 10 BE 2X4 FIR -LARCH 02 MIN. NOTE: 11415 DETAIL MAY BE USED FOR 1P.USSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 OUTLOOKER PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD Q O Q •'YARNINIR ASSESt0 &IODINE IIIRIME CARE IN FADRICAIION. HANDLING, SHIPPING, INSTALLING AND 5 -II -0 O 15.0 O IFERG•• BRACING. RNIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS FLAT( INSIItUI[. fB3 0.ONOFIO ON., SUITE 1:00, MADISON, 111 $3119►, FOR SAFETY ►RACIICES PRIOR 10 DC OL O � T T 'T 1 ALPINE LBAACINO OZ�TR�USS l� `—' LJ •—• O O /IRF GAMING INE SE FUNCI IONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH HAYS PROPERLY ATTACHED S to UCIUA AI PANELS, BOIIOM CHORD SNAIL HAVE A PROPERLY ATTACHED 01010 CIELINO. ••1 NPORfAMf•• FUANISN A COPY OF THIS DESIGN TO IN( INSTALLATION CONTRACTOR, ALPINE ENGINEERED ►A ODUCIf, INC, SHALL NOI B( RES►ONSIB It FOR ANT DEVIATION FROM THIS DESIGN; AMY FAILURE 10 BUIIO INIR USS(S IN CONS ORNANCI YIIN 111: OR FABR ICAIING, NAMDIING. SNIP►IN0 1 SIAllAI10N OR OF IAUSSIS. THIS DESIGN CONFORMS YIIN A►PIICABIE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IN( AMERICAN FOREST AND PAPA ASSOCIATION) AND 1P1. ALPINE OGA " Al All GAL EAC NE F AC[fOFNIA USSt AN DOF A UNlI 3STOT MEA If IOCAIEO ONEI HISIOf SIDNAf►OSIIIOM CONNECtORSAPPLY (►(pR5 10 Of AINIGI 110. 110 AID 110 U USS DEPICT to NI ATAAAO S U1llNNOT EB[,REl 1f0 UPON NIN ANY YOTHER ►VAT`S ONLY 10 IH( DESIGN A o AV �e AT I ...J 6 - IOL COMMON 13LOCK NAILS / 3 -IOL / NAILS EACH END OUTLOOKER C2[TERIA l; 3.5' MAX. T'MP. 1101[" a 24' O.C. 1.5' MAX. 12' MIN 24' MAX 2X4 F.L. LLMOER GRADES MAX. LENGTH WITIIGUI BRACING (MI ) MAX LEIIGTII W/ STRONGBACK BRACE (S ► STANDARD 5 -II -0 II -10-0 15.0 PSF d�ed� DC OL PSF OC LL 0.0 11 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 Ess// TC LL 30.0 PSF W. 9,o yc TC DL 15.0 PSF d�ed� DC OL PSF OC LL 0.0 PSF * TOT.LD. 50.0 PSF 111. ���� ALIf� DUR.FAC. 1.15 SPACING REF R992 DATE 03/19/98 DRw CD112 SEON - 25458 FROM PDC T,RUSS BRACING/BLOCKING DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) INOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN I DESIGNED TO RESIST LATERAL SHEAR LOADS. T(A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. 1 �I ■■I'_IYI '�_ �ITI P S (D) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE I4AY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. 19 - APPROX. 45' BEARING WALL SECTION S -S TRUSS (T) - TRUSSES (P) SHEATHING APPLIED TO TOP CHORD. (M) IF TRUSS HEIGHT AT SUPPORT IS IU.O" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTT014 CIIT_NG OVER SUPPORT, II.F. A3 OR BETTER 2X SIZE OF BOTTOM CIIDRD. PLT TYP. Wave TPI -95 Design Criteria: TPI -95 O O O O ••YARNING•• TRUSSES REQUIRE EIIREMC CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. R[f [A 10 NIR -81 (MANOLIAG INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLAT[ Q Q IN SIIIUII, SB] D'ONOf tO OR., SU11E 700. MADISON, YE 57718). FOR SAFETY PRACTICES PRIOR 10 P ERI ORMING INESE FUNCTIONS. UNL [SS O'.(RWISI INDICA,(.. IOP CHORD SNAIL NAY[ PROPERLY ATTACHED O Q SIR VC IURAC PANELS. BOTTOM CMONG SHALL NAY[ A PROPERLY AIIACHED RIGID CIEIING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE (MG1M(ER[D T T �� PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 Z�TR�USS 1 O BUILD IN( INUSS(S 10 CONFORMANCE WITH ,►1: OR FABRICATING. HANDLING. SNIPPING, INSTALLATION OR �11LLBAACINO OF UUSS[S. ,NIS "SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SI(C If ICA110N PUBLISH(. BY INE AMERICAN FOA[SI AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARC MAD[ 0i70GA ASTM A657 GR]7 GAIT. ST(fL, [)C[/I AS NOI(D. A►PLY CONNECIORS 10 (AGN FAC( Oi IN USS. AID UNLESS OI N(RYISE LOU 1l0 ON THIS O[SIGN, ►OSIIION CONN[CIORS PIP DIAYINGS 170. 150 AND 110 A•F. AN I.GLII[(N'S SEAL ON THIS DRAWING APPLIES ONLY TO IHC OCSIGN 1 / 1 J �1 Of IM( IR USS DI PICIIO H!![ AM0 SII All NOI Of R(11f) UPON IN ANT OIH(R WAY. 18.20 CA - 1 R - (.SSIO Fy TC LL X40 y,� c TC DL BC DL ( L i 63D�1 1c LL TOT.LD. * 'rrltf Of C►\��! DUR . FAC . SPACING SEE ABOVE REF R427 DATE 1/12/94 DRW 3.048,634 CA -ENG / CWC Detail for Inbrlcatlon of buLLum chord filler Lo be used Lo produce a [lit bottom chord o[ variable lenyth. Itefer Lo appropriate deslyn for lumber, plates, and other data noL shown here. (A) 1X4 conLlnuous Internl brociny ( 6'-0" U.C. (max.). Attacl► with 2-0d nalls. Furnish copy of Lhls dtv►wW(i Lo erectlun contractor No he will know of Lhl.a requirement. (I) IIEV. / SM / 1/5/92 (DUAWING NUMUElt) (2) REV. 1/21/93 Ult (VERTICAL) (3) ItEV. 7/7/93 FM (MAX. FILLER UDEN PANEL) 1.111111. PLATE TYPE ALP111E FURNISH A COPY OF THIS DESIGN TO EIIECTION CONrnACTOn IMPORTANT: ALPINE E110111RNLN I'NUUIIC►9.R1C., Stull not UE huruNSIULE Full ANY urvIAl1ON I IIUTA MESE SPE(:,"CATI0NS 0DANYDEWAII0NF110M 11n9DLsinu OlIANY FAILIITIE 10 011ILD 111E IIIU59 1N CnNF0PLIANI:E WI11T TIIE Q� "OUAI 11Y C0NIIl0l MANUAL"IIY II• I, AI PINE CUNNECIOIIS AIIE MANIIFACIIIIIED TI1uM 70 OAUOE ITAI VANItEU STEEL UNLESS OIIIEIIWISE SHOWN. MEEIINO IIEOUIIIEMENI9 OF ASTM A110 OnAUE A. APPLY C0NNECIUIIS TO 110111 FACES At EACII.Iom AND LOCATE AS SIIOWN. DEAnI110 WIDIIIS AIIE 4" NOMINAL TRUSS„;TIIAPIIICADIEPn0VIS0NS0FENI6S• sANUT 1103OnPC0e0. 'TPI. 1nuss PI A I E INSTITUTE:NDS - NA IIONAL DESIGN WARNING: IIIIISSFS IIEOUIIIE ExinEME CAIIE IN IIANDLINO. FIIECI1014AND BDACINO. SEE "0WT•10" (DnACINO WOOD InUSSES: COMMENTAIIY AND nECOMMEW�-- DATIONS-•'IP4.SEETIIISVESI0NF0nA0DI. TIONAt SPECIAL PEIIMANENT 011ACINO DEOUIIIEMENT S. LIM ESS OII IEIIWISE SI I0W11, TOP CIIOno SIIALL DE LAIEIIALLY DIIACEO I MITI PFIOPEFILY ATTACIIED PLYWOOD SIIEA• THING. D011OM CII0n0 WII►1 mall CEILING not USE Tins DE910Nnm on nnACINO AS CWI111DFI11EnEtAN0AN014 DES10". 0 inEAIED LUMDEIL SPECIFICATION F0n WUUD COUSIIIUCII0N. DESIGN CRIT. tESSIQ TC LL: OQ �/ 1"C DL: 4, �, — H DL: 5.0 X W v 110• l fOT. LD: 6 * DU(I. FAC: * n� CIV��'.(.4�\� sPACING 24.0" UUC PSF PSF _ PSF PSF % O.C. REF: 5736 R427 DATE• 7/19/88 CD106 ��: _.. �^7/--•-.-- ' ENG: FNrw O/A LEN: VARIES P19'CII: VARIES TYPE: DETAIL CALI]YOPNIA IIIP. PERMANEN'I" PERMANENT BRACING START OF' TOP CHORD FLAT TOP CHORD. PIIRLTNS. ST'AR'T' OF TOP CHORD Fx'TE:NSIONS. (SLOPING ('TYPICAL / (CONTINUOUS) PX'TLNSIONS. (SLOPING TO FLAT) / 'I 0 PLAT) PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE 1ST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE yl HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET. 1) T'HE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF 'NIE �y 1 HIP. 2 THE END JACKS ARE: SHEATHED WITH PROPERLY ATTACHED STRUCTORAL PANELS.) SECTION A—A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE OF TRUSSES CRIPPLE COMMON SPACING ISA C I N G D E'I-'A CRIPPLE SUPPORT LAYOUT COMMON TRUSSES CALIFORNIA 111P SYS'T'EM TRUSSES _L #1111p ;D AND SHEATHED AREA. o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPOR'T'S EXTENDED MEMBERS T'0 FLAT' TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 F'LA'T' TOP CHORD AND EXTENDED TOP CHORD, USING 3 — Bd COMMON TOE NAILS OR 'L — 10d COMMON NAILS THROUGH FACE. (� / CIEXTENSION (TYPICAL SET'HACK— * (B) (c) I(B) (H) (B) (D)11 -(B) (D) (B � \ \ NO'T'E: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF THE, TRUSS DESIGNER PLATE MANI.IF'ACT'UI1k;R, NOR TRUSS FABRICA'T'OR. PERSONS ERECTING ('FII:, TRUSSES Altl CAUTIONED TO SEEK ADVICE OF' A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. SEE ORIGINAL DESIGN FOR SE'T'BACK, LUMBER, PLA'T'ING, LOADING AND DURATION FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CDIIO #1 HIP GIRDER SEC'T'ION 0-8 B11IL'I'-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING '-i FOR CRIPPLE SPACING. (B) NINzN31l4N5NG SEI— �T'BACIH SEE CA-IIIP ENGINEERING FOR JACK TYPE USED. (©) (CONTINUOUS 2X4) '1 AD 24"O.C. YP. (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (14ORI'LONTAL MEMBER OP'T'IONAL) ..VARNING.. TRUSSES * NO'T'E: BRACING. REFER 10 HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1111 (TRUSS E INSTITUTE, 583 WONUFRIO DR.. SUITE 200, MADISON, W). 53/19) FOR SAFETY PRACTICLS R T13 1'EkFURMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE 'ERLY ATTACHED STRUCTURA1. I'ANL'LS AND BOTTOM CHORD SHALL HAVE A PROPERLY AITACIIED RIGI ING. "IMI'ORIANT�- IURNISH A COPY OF THIS DESIGN TO 111E INSTALLATION CONTRACTOR. NE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS GNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TI'H OR FABRICATING, iLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONfORMS WITH APPLICABLE 1ISIONS Of NDS (NATIONAL DESIGN SI''ECIFICATION PUBLISHED BY THE AMLRICAN I'OREST AND R ASSOCIATI[IN) AND TPI. ALPINE CONNECTORS ARE MADL OF 20GA ASTM A653 GR40 GALV. STEE O PT AS NOILD. APPLY CONNLCIORS 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED N DESIGN, POSITION CONNECTORS PER D14AWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES PTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1N SIIOVN. T11E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING * TC LL PSI, TC DL PSV BC DL PS[ BC LL PSF TOT.LD. * IISF' REF l HLII'. URHI G DATE 06/2579_9 DRWG 13RCALIIIP0699 -ENG DUR.FAC. SPACING 1101 0 00 ON I BRACED BAY *S -.1] ATv 13ACK A \ SHEATHING.�1ROOF PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE 1ST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE yl HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET. 1) T'HE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF 'NIE �y 1 HIP. 2 THE END JACKS ARE: SHEATHED WITH PROPERLY ATTACHED STRUCTORAL PANELS.) SECTION A—A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE OF TRUSSES CRIPPLE COMMON SPACING ISA C I N G D E'I-'A CRIPPLE SUPPORT LAYOUT COMMON TRUSSES CALIFORNIA 111P SYS'T'EM TRUSSES _L #1111p ;D AND SHEATHED AREA. o—CRIPPLE (C), SUPPORT LOCATIONS. SUPPOR'T'S EXTENDED MEMBERS T'0 FLAT' TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE '1'0 F'LA'T' TOP CHORD AND EXTENDED TOP CHORD, USING 3 — Bd COMMON TOE NAILS OR 'L — 10d COMMON NAILS THROUGH FACE. (� / CIEXTENSION (TYPICAL SET'HACK— * (B) (c) I(B) (H) (B) (D)11 -(B) (D) (B � \ \ NO'T'E: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF THE, TRUSS DESIGNER PLATE MANI.IF'ACT'UI1k;R, NOR TRUSS FABRICA'T'OR. PERSONS ERECTING ('FII:, TRUSSES Altl CAUTIONED TO SEEK ADVICE OF' A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. SEE ORIGINAL DESIGN FOR SE'T'BACK, LUMBER, PLA'T'ING, LOADING AND DURATION FAC'T'OR REQUIRED. THIS DRAWING REPLACES DRAWING CDIIO #1 HIP GIRDER SEC'T'ION 0-8 B11IL'I'-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING '-i FOR CRIPPLE SPACING. (B) NINzN31l4N5NG SEI— �T'BACIH SEE CA-IIIP ENGINEERING FOR JACK TYPE USED. (©) (CONTINUOUS 2X4) '1 AD 24"O.C. YP. (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (14ORI'LONTAL MEMBER OP'T'IONAL) ..VARNING.. TRUSSES * NO'T'E: BRACING. REFER 10 HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1111 (TRUSS E INSTITUTE, 583 WONUFRIO DR.. SUITE 200, MADISON, W). 53/19) FOR SAFETY PRACTICLS R T13 1'EkFURMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE 'ERLY ATTACHED STRUCTURA1. I'ANL'LS AND BOTTOM CHORD SHALL HAVE A PROPERLY AITACIIED RIGI ING. "IMI'ORIANT�- IURNISH A COPY OF THIS DESIGN TO 111E INSTALLATION CONTRACTOR. NE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS GNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TI'H OR FABRICATING, iLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONfORMS WITH APPLICABLE 1ISIONS Of NDS (NATIONAL DESIGN SI''ECIFICATION PUBLISHED BY THE AMLRICAN I'OREST AND R ASSOCIATI[IN) AND TPI. ALPINE CONNECTORS ARE MADL OF 20GA ASTM A653 GR40 GALV. STEE O PT AS NOILD. APPLY CONNLCIORS 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED N DESIGN, POSITION CONNECTORS PER D14AWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES PTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1N SIIOVN. T11E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING * TC LL PSI, TC DL PSV BC DL PS[ BC LL PSF TOT.LD. * IISF' REF l HLII'. URHI G DATE 06/2579_9 DRWG 13RCALIIIP0699 -ENG DUR.FAC. SPACING 2X4 1.3X3. A . 1.5X3 MAXIMUM CLEAn SPAN C" EILING.JOIST 1111S OHG. MEMO FA0H COMPUTEn INPIIT (LOADS 6 OIMENS10NS1 SUGHITTEO BY TRUSS HFR. STANUAn0 JACK DETAIL SPACING - 24' O.C. DEFLECTION CIIITEIIIA: (LIVE LOAUI IIAF• TCn SLOPES < 4: 12 - L/240 11AFTE11 SLOPES > 4: 12 < 12: 12 - L/1110 CEILIIIG JOIST - L/240 IT IS TIIC nESPONSIUILITY OF ME IIUILUIIIG DESIGNER .AllU 1RUSS FADl1ICAT011 TO nEVICri TRIS WANING PRIM To ClI1TING I LUMDEn TU VE111FY MAT ALL UAIA. INCLUUING 011.1ENS1014S ANU LOADS. CONI -01114 TO 7111: A1ICIIITECTUl1AL SPECIFICATIONS AND FAUnICATOR'S TnUSS LAYOUT. I� I 2X4 ITEM -Fill STANUAnU 41COU111CO IF 11AFTEll NOT SUPPORTED AT ENO CEILING JOIST 5 1,00 nAFTER SLOPE < 4'J2 _RAPTER SLOPE _> 4: J2 DUT -4 12: ] 2 LIVE LOAD (PSF) 167 16 30 30 .16 IG 30 30 DEAD LOAO (PSF) 7 15 10 15 10 15 f U 15 DURATION FACTUn 25X 25% 15% 159 25X 25X 15X 15% SIZE GnAOE 0-0-0 7-0-0 --14AXIMI14 CLEAR SPAN -- 6-0-0 CEILING JOIST 5 1,00 PLATE-HAVE_TPI95 C=3 O d C= C= = 0 0 0 0 C� o d C� C= C O C= �ALPINE� TRUSS o = O T:= = C� O DESIGN CRIT=UBC Z 171 OTY - I TOTAL - I 0HANGLING SHIPPING INSTALLING b,ACINGI. PUBLISHED by 1P1 IIRUS9 N1. 537191 FOR SAFETY PRACTICES INDICATED. TOP CHORD SHALL HAVE R HALL HAVE A PROPERLY ATTACHED RIC TO THE INSTALLATION CONTRACTOR. / OLE FOR ANY DEVIATION FIION THIO I E WITH 1P1 OR FAOR1CAi1NC DESIGN �DNFORM$ HIi4 Apk ICAB SHE BY 1HE AMERICAN FOREST AND OF 20GA ASTH AB53 GRAD GALV. SlE 49 AND UNLESS OIMERHISE LOCATED 0 �T THE SIAL ON 1115 Of1ANIN0 INDICATE ;OLELY FOR THE IRU39 COMPONENT JI FOR ANY PARTICULAR OUILOING ND'G�51 r ,- OfC l REF R992-90913 DATE 01/15/96 CA -ENO .IS 2X4 11 FL 9-2-0 0-7-0 7 -II -0 7-9-0 0-5-0 7-11-0 7-6-0 - - 7-1-0 8-9-0 2X4 II 6 BET. FL 2X4 9-4-0 0-9-0 0-0-0 7-0-0 0-7-0 6-0-0 7-7-0 7-3-0 0-10-0 2X6 SS FL 13 -II -0 13-1-0 II -10-0 11-4-0 11-0-0 11 -II -0 11-4-0 10-10-0 13-11-0 PLATE-HAVE_TPI95 C=3 O d C= C= = 0 0 0 0 C� o d C� C= C O C= �ALPINE� TRUSS o = O T:= = C� O DESIGN CRIT=UBC Z 171 OTY - I TOTAL - I 0HANGLING SHIPPING INSTALLING b,ACINGI. PUBLISHED by 1P1 IIRUS9 N1. 537191 FOR SAFETY PRACTICES INDICATED. TOP CHORD SHALL HAVE R HALL HAVE A PROPERLY ATTACHED RIC TO THE INSTALLATION CONTRACTOR. / OLE FOR ANY DEVIATION FIION THIO I E WITH 1P1 OR FAOR1CAi1NC DESIGN �DNFORM$ HIi4 Apk ICAB SHE BY 1HE AMERICAN FOREST AND OF 20GA ASTH AB53 GRAD GALV. SlE 49 AND UNLESS OIMERHISE LOCATED 0 �T THE SIAL ON 1115 Of1ANIN0 INDICATE ;OLELY FOR THE IRU39 COMPONENT JI FOR ANY PARTICULAR OUILOING ND'G�51 r ,- OfC l REF R992-90913 DATE 01/15/96 CA -ENO .IS (CHRY0111-MODERN - CHRYSLER - Al 20-4" HIP/COFF ITOP CHORD 2x4 OF -L #1 :T2 2x4 OF -L #1&Bet.: M BOT CHORD 2x4 OF -L #1 C�j WEBS 2x4 DF -L Standard c3 :Rt Wedge 2x6 DF -L #2: Q;PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. —IIBUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. cl— C=D IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC C=;@ 24.00" OC, BC @ 72.00" OC. z 13X8= W4X6 (R) W7X6 (R) III 11.5 X 4 0� T2 H 8 F— V Q O 1x W5X12 r� 12 411 .5 X 4 III w 414X4 (A2) Bn 12.5X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS AINO DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 48.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W3X10 -, W4X4 -N -1 e W2.5X4 12 NL W6X6 z 16X12 lo 14 W5X4(R) /17 W2X6(81) c.5 rZi W3X8 III LF2-0-Dal z 0•�6Z2-O-b-,1 6-0-0-0 8-4-0 6-0-0 0 9-2-8 I 1 20-4-0 Over 2 Supports R=1322 W=3.5" L4 Ar�m CA - 1 F TC LL rs PSF TC DL R=1381 W=5.25" PSF BC DL 7.0 PSF �o PLT TYP. Wave TPI -95 R TOT -LD. Design Criteria: TPI STD 19.Ob2 •"HARMING"• I DUR.FAC. 1.25 TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAl10l IMG, SNIPPING, INSTALLING AND BRACING. REFER SPACING _. C= TO 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1N STITUTE. SB3 D'ONOFRIO DR-, SUITE 200, MADISON. N1 53719). FOR SAFETY PRACTICES PRIOR C= CV PERFORMING THESE FUNC i TO TO S. UNLESS OTHERWISE IND ICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •1HPORTANT"" FURIII SN A COPY OF THIS DES GH TO THE INSTALLATION •PRODUCTS, V 7 9Ai0 QA CONTRACTOR. ALPINE ENGINEERED INC. SHALL NOT 13E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD �iii1 ALPINE THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BR A[IXG OF TRUSSES. THIS DESIGN w r o0 r .7-. CONFORMS WITH APPLICABLE PROVISIONS Of MDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN -� FOREST AHD PAPER ASSOCIATION) AND TPPI ALPINE COHNLC TOHS ARE WADE OF TOGA ASTH AG53 6*2WI GR AO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE Alpin" Engincercd Products, Inc. SOCcanlenio, CA 95828 LOCATED ON THIS DESIGN. POSITION CONNECTORS PER GRAN INGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TILE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. w y I�• tA1�0 L4 Ar�m CA - 1 F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33-0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.- 5 Ft. REF R427--59796 DATE 01/19/01 D R W CAUSR427 01019013 CA -ENG GTP/CWC SEON - 33471 FROM GA 6HRYO]11-MODERN - CHRYSLER - A2 20'4" COFF ITOP CHORD 2x4 DF -L #1 c, -,BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :Rt Wedge 2x6 DF -L #2: o.:PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. I o IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ,=;g 24.00" OC, BC @ 72.00" OC. z W5X4= V 'J - Q O Our a Q w (Y (t7 ` w - z c.5 z w w L-2-0-0-�.1 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMFNSTON¢I iIIRMITTFII DV TDIICC MCD DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 48.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W 6 X 6 W5X4 (R) //i W2X6 (131) W3X8 III °:�2.0.O�l1 s I 7 0-p 0-2-0 10-2-0 o- 9 2-8 -07 2 1 f+ I I 20-4-0 Over 2 Supports R=1322 W=3.5" a N co PLT TYP. Wave TPI -9 I O O z ALPINE d I Alpine Engineered Producm, Inc. Sacramento, CA 95828 R=1381 W=5.25" �Z CPU` RE, COA 4 , �1 5 H Design Criteria: TPI STD 19.Ob2 CA/-/I/-/-/-JPF 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND •BRACING. Scale =.25" Ft. REFER TO "18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE INSTITOTE. 503 D'ONOFRIODR., SU[TF 200, HADISOH, NI 53119), FOR SAFETY PRACTICES PRIOR TO Q.oEssro,PERFOR"IUG T C L L 1 6. 0REF R 4 2 7--5 9797 TMESE fUNCTi ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING, -IMPORTANT" FURNISH F TC OL 10.0DATE 01/19/01STITUCTU114L A COPY OF TMS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO O , rrVBUILD BC DL 7.ODR1J CAUSR421 01019014 TILE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING ANDBRACING Of TRUSSES. TIIJS DESIGN WITH APPLICABLE PROVISIONS OF NOS (NATJORAI DESIGN UOLIS01 TASTM"A653 B C L L 0.0CA-ENG G T P / C W C EllCONFORMS CA. LPINE6. CONN ECASS TOR 4GA AM JAS]NOTED�D TAPPLYACONNECTORS TOT. LD. 33.0 PSF SEON - 33482 SI AREPMADE GRE ORGALVEST STEELEREXCEPT TO EACH fACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITIOR CONNECTORS PER * ORAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY �L� C"^' D U R . FAC. 1.25 FROM GA SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A140 USE OF THIS COMPONENT FOR ANY PARTICULAR BU ItDI NG IS T" E•RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 sfcrIBM z. J� "� `'a,� SPACING 24.0" (CHRYO111-MODERN - CHRYSLER - A3 20'4" HIP/COFF ITOP CHORD 2x4 DF -L #1 c--). BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard CX0 :Rt Wedge 2x6 DF -L #2: ;PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (BUILDING DESIGNER 1S RESPONSIBLE FOR CONVENTIONAL FRAMING. c IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC C=;@ 24.00" OC, BC La 72.00" OC. 143X441. W3X8 v 0 x ct.. 0 C-1 C14 C-1 z W1.5X4 III c.5 z w zL,_2 -O -O_'+ 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. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COM14ON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO (IIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 4 48.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W 3 X 4 W3X8 III 0-Oo2-0-0.l1 I< 6-0-0 I 8-4-0 I 6-0-0 I I 20-4-0 Over 2 Supports R=1327 W=3.5" a R=1376 W=3.5" C -C:) PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.Ob2 I • WAR"ING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO QQ,OFE O PER FOR HING THESE fUNCT10NS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED w GV STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR, ALPINE ENGINEERED O'3 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO --' BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND a 5 A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ADD PAPER ASSOCIATION) AND TPI. ALPINE 5 Q CONNEC7O'S ARE MAGE OF 206A ASTM A653 GR40 GALV, STEEL. EACEPr AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN. POSITION CONNECTORS PER ONAWIN GS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �' Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SNOW'. THE SUITABIl1TY AND USE OF THIS a Sacramento, CA 95828 COHPONEIIT FOR ANY PARTICULAR BUIL DIWG IS THE RESPONSIBILITY OF TIIE BUILDING DESIGNER, PER CA��V ANSI/7P1 1.1995 SEC710H Z. i p3 Ji/6TE GQtirYi ti W�ii961BC3 DEP,QpiArt. AFPPF?ovE,r% CA 1 - F Scale =.25" Ft, TC LL 16.0 PSF REF R427--59818 TC OL 10.0 PSF DATE 01/19/01 BC DL 7.0 PSF DRW CAUSR427 01019017 BC LL 0.0 PSF CA -ENG GTP/CWC TOT.LD. 33.0 PSF SEON - 33484 DUR.FAC. 1.25 FROM GA SPACING 24.0" IRY0111-MODERN - CHRYSLER - B1 18' HIP/COFF ITOP CHORD 2x4 DF -L #1 c, -,BOT CHORD 2x4 OF -L #1 cli WEBS 2x4 DF -L Standard L.r 'PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ol.: (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC c @ 24.00" OC, BC @ 72.00" OC. 0 W4X12 �i W3X8 = W4X12 W4X4(R) A\% 8r Q 0 _f 32 145X8 W1 .5X4 III W2.5X4 = w LJ2.5X4 = f� 1.14X4 (A2) r� W4X6 z w THIS 014G PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 48.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. W 4 X 6 W4X4 (A2) - z �Z-o-D�1 _ �z-o-owl o- 6-0-0 6-0-0 6-0-0 I-2-0-0 0 12-0-0 I 18-0-0 Over 2 Supports R-1203 W=3.5" R=1203 W=3.5` PLT TYP. Wave TPI -95 R D C it 0 O cli Q) 'z d 3i kJyG DEP X?n ALPINE Alpine Engineered Products,[nc. SIT J3 enlO, CA 95828 eslgn r erla- 11-1 1311 '•WARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'OHOFRIO DR., SUITE 200. MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, —IMPORTANT— FURNISH A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE E14GIMEERIO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA1lURE TO BUILD TIIE TRUSSES IN C0HFORHANCE NIT" TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TIIIS DESIGN COMFORNS KITH APPIfCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GAIV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIH6 RESPONSIBILITY SOLELY i0R THE TRUSS COMPONENT DESIGN SHORN. T11F SUITABILITY AND USE OF THIS COMPONENT FOR AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. 19. �Q,OFES /p�, !� "W y� Ly 9 �L /� 70 * * �EfAY I� CA1.� CA - 1 - F _ TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF EIC L L 0.0 PSF TOT. L D . 3 3.0 P S F " S-c'al.e' 1"""I Ft. REF R427--59798 DATE 01/19/01 DR4J CAUSR421 01019015 CA -ENG GTP /CWC S E Q N - 33496 D U R .FAC . 1.25 F ROM GA SPACING 24. 0" (GHRY0111-MODERN - CHRYSLER - C1 12' SCISS TOP CHORD 2x4 DF -L #1 M BOT CHORD 2x4 DF -L #1 cli WEBS 2x4 DF -L Standard c -o PLATES DESIGNED FOR GREEN LUMBER PER NUS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLIN; @ 24.00" OC, DC @ 72.00" OC. d' C� O O V 0 O oC , Q W w w ' z c7 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO GRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TO BRACE TC W4X4 W)X4E52i W2X4(A1) = C-1 . L-2-0-0 -0-6-1 z -mac ct. co PLT TYP. Wave TPI -9 O O N of z ALPINE Q ti I Alpine Engineered Products, Inc. Sacramento, CA 95828 0.6-12 6-0-0 6-0-0 1 0-0 5 0 0 5-0-0 1 -o -D 12-0-0 Over 2 Supports R=500 W=5.25' R=500 W=5.25" 5 R Design Criteria: TPI(Si *'WARNING" TRUSSES REQUIRE EFIREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5013 D'ONOFRIO DR., SUITE 200. MADISON, 111 53719). FOR SAFETY PRACTICES PRIOR TO PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT" FURNISH A COPT Or THIS DESIGN TO THE TNSTALLATIDN CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILDTIIE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DES 16N CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIIE AME it ]CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EA CEPT AS NOTED. APPET CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 16D A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EMGIIIEER19G RESPOOSIBILI TY SOLELT FOR iNE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR BUIL0I NG 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS111PI 1.1995 SECTION Z. 19 t CA - 1 F Scale =.375" Ft. TC LL 16.0 PSF REF R427--59816 TC DL 10.0 PSF DATE 01/19/01 BC DL 7.0 PSF DR14 CAUSR427 01019016 BC LL 0.0 PSF CA -ENG GTP/CWC TOT.LD. 33.0 PSF SEON - 33428 DUR.FAC. 1.25 FROM GA SPACING 24.0" (6HRYOIl1-MODERN - CHRYSLER.- [SG C2 12' SCISS GE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 c, -,BOT CHORD 2x6 DF -L #2 C71j WEBS 2x4 DF -L Standard r�- �PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND SIDING LOAD NOT TO EXCEED 10 PSF ON ONE FACE. o (K) 2x4 DF -L #1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD o WITH 2X4 ALPINE PLATES C 24"oc. THROUGHOUT PLUS HEEL z PLATES AS SHOWN. c— V Q O ti , Ira - C=3 Cx3. i W C-3 - z C-1.1 z z �2-0-0--0 SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 24.00" OC, BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 414X4= 0-6-12 2-0-0—;;-J 6-0- 6-0-0 I IE 12-0-0 Over 2 Supports R=887 W=5.25" _ R=887 W=5.25' Note: All Plates Are 411.5X4 Except As Shown. co PLT TYP. Wave TPI -95 R Desi n CriterTTPI STD O O CV C77 z Q —a -APPR6V d lA t - - h **WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICAT lOR, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Hill -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE pQ,pFE TC LL 16.0 PSF REF R427--59817 INSTITUTE. 503 D'OHOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELS. BOTTOM SCHORDESHALSS LMHAVESA PROPERLYDATTACHED RIGID. TOP CHORD A CEILING,LL HAVE PROPERLY ATTACHED 74 Fy TC OL 10.0 PSF DATE 01/19/01 -;IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �7 9 AA RODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC OL 7 .0 PSF D R W CAOSR4 27 01019025 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, WARBLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES, THIS DESIGM CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5 r BC LL 0.0 PSF CA -ENG GTP/CWC SPECIFICATION PURL ISHE 0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE CONNECTORS ARE MADE OF YOGA ASTM A653 GR40 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. L D . 3 3.0 P S F S E 0 N - 33426 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pXVXV� DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CIYp. Alpine Engineered Prod11cLa,InG. RESPOHSIBIIITY SOL FOR THE TRUSS COMPONENT DESIGN SHOWN. 711E SUI7ABIlI7Y AND USE OF THIS � �p OUR. FAC. 1.25 FROM GA Sacramento, CA 95828 [OMP ONEMT EOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER C ANSI/TPI (-1995 srcrton z. SPACING 24.0" g — 19.Ob2 Scale =.375" Ft. 12 4 or greater Bottom chord diagonal bracing repeated 3t each end of the building and at same .pacing as top chord diagonal bracing. mi- - nem-i-ir bi-t- - spruce-pine-lmr All lateral brEces lapped at least 2 trusses. a x,15 WARNING: Failure to follow these recommendations could result in severe personal injury or damaqe to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 TTOM C CORD :I . . . . . . . . . .BOTTOM CHORD DIAGONALERACE I .... ..... MINIMUM (DBSSPAN VY PITCHG ................. . Up to 32' 4/12 15, 20 Is Over 32'- 48' 4/12 is, 10 7 Over 48'- 60'1 4/12 1 15' 6 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine mi- - nem-i-ir bi-t- - spruce-pine-lmr All lateral brEces lapped at least 2 trusses. a x,15 WARNING: Failure to follow these recommendations could result in severe personal injury or damaqe to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 � 12 2 4 or greater I Ll Top chorda that are laterally braced can buckle togetherand cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the tcp chord when purlins are attached to the topsiJe of the top chord. =45° Over 32'- 48' 1 4/12 1 6' 1 10 1 7 Over 48'- 60' 1 4/12 1 5' 1 6 1 4 Over 60' See a registered professional engineer 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 _/ <�eag' 310 AWARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required I % 10° or Greater Attachment / Required _ SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 2e. =45° Frame 3 aOO1 @ryo ti ey �Q Top chords that are laterally braced can buckle y !�� togetherandcausecollapseifthereisnodiago- ��Jy yQ 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. SCISSORS;TRUSS 3 DF -'Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 ei "IC -1, 1�s) j , L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. ,2x4 2x6...PARALLEL: WN ti CHORD TRUSS;.;;;;;° TOP CHORD Lateral Brac TOP'CHORD DIAGONALBRACE" MINIMUM LATERAL BRACE SPACING (DBS) SPANDEPTH $PACING(LBs) #trusses nal bracing. Diagonal bracing should be nailed Up to 32' 30" 8' 16 10 Over 32' - 48' 1 42" 1 6' 6 4 Over 48'- 60' 48" 1 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 8 ei "IC -1, 1�s) j , L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. ,2x4 2x6...PARALLEL: Continuous ti CHORD TRUSS;.;;;;;° To Chord P Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse if there 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 laterals braces lapped / at least two trusses. End diagonals are- ssgotial for stability and must be dupllc both ends of the truss system. =45° Attachmer Required 20'(os s) 10 -es 1�srFjHF� 210 0 SS e 2 pts 3 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 if there isno 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 ASO End diagonals are etas te�t'lal for stability and must be du 1it-aton both ends of the truss system ' Frame 5 30° or greater Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required _/ Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. WARNING: Do not attach cables, chains, or hooks to the web members. 60° 60° or less or less Tag Approximately Approximately Line Y2 truss length '/2 truss length Truss spans less than 30'. Spreader Bar Toe In Toe in Approximately 1/2to 3: truss length Less than or egt.al to 60' Tag Line Spreader Bar Toe In Toe In Approximately 1/2 to+5truss length Less than or equal to 60' Tag Line WARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, 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 the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strong back/ SpreaderBar At or above mid -height Tag Tag Line Line 10� Apprcximateiv Y3 W 3/, truss length Greater than 60' 1 CAUTION: Temporary bracing shown in this summary sheet is adequate fcr the Installation of trusses with similar configurations. Consult a registered professional engineer I a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Platte Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. CAUTION: Ground bracing required for all installations. Frame 2 Typical hotixontal tie member with multiple stakes (HT) trues of braced oup of trusses (EB) Up to 24' 1 3%12 1 8' 17 12 Over 24'- 42' 3/12 7' 10 1 6 Over 42' - 54' 3/12 6' 6 1 4 Over 54' See a registered professional engineer HF - Hem -Fir SPF - Spruce -Pine -Fir 00� ry° eyeA ci 1 Diagonal brace also required on end verticals. topchords andthat usec llapsybraced hereis nbucide diago- togetherand cause collapse if there ianodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord, or /e88 ..: Kfi^A1/1.. PLUMB I Truss 1 Depth D(in) 12 —�3r r yateri/ a 45° 9V All lateral braces• lapped at least 2 trusse-s. Continuous Too Chord Lateral Brace Required 10° or Gn Attachml Requirec AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 1 T ±1/: L(in) Length L(in) Lesser of L/200 or 2" BOW L -fin) =::i.......... Lesse- of U200 or 2" If I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line L(ln) L/200 L(ft) 50" 14" 12" 1/4" 1' 24" 1/2" 2' 36" 314" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1 -3 4" 7, 96" 2' 8' 108" r 9' 1 T ±1/: L(in) Length L(in) Lesser of L/200 or 2" BOW L -fin) =::i.......... Lesse- of U200 or 2" If I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line L(ln) L/200 L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loadsof anydescription beplaced on upbraced trusses. Frame 6 200" 1 250" 1.1/4" 20.3' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loadsof anydescription beplaced on upbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summar Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibilitvoft�ie.installer(builder. building contractor. licensed contractor, erector or erection contractor) to property receive. unload, store. 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 trussesfor a particular roof or floor. These recommendations are GANGER: A DANGER designates a condition wiere failure to follow instructiors or heed warn- ing will most likely result in serious personal injury or death or damage to strt.ctures. WARNING: A WARNING descriaes a condition where failure to follow instructions could result".n severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison„ Wisconsin 53719 {606)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate ensti°ute, Inc. expressly disclaims any responsibility for damages arising from the use, applicatson or reliance on the eecommendations and information corained herein by building designers, installers, and others. Copyright Q by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must nct be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erector orerection 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. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All tresses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings priorto installation. .T- RUSS'.STORAGE= CAUTION: Trusses should not be -A unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be Asupported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation A begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: TrLsses stored verically should be braced to prevent toppling or tipping. AMANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be striedy prohibited. Frame 1 NorthStar ENGINEERING Civil Engineers - Planners - Surveyors Project: Modern Building Co. Located At: 2016 Bidwell Ave. A.P. No. 042-580-054 PLAN RESUBMITTAL LETTER 4 The new fireplace has been omitted. The owner is not going to build it. Jl See new Site Plan `)� 54 r- -fc-e� �. The Trellis has been omitted from the Site Plan. The owner is not going build it. See Sheet #3. 1\4 " t F' --Co ri-y-, 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 Jeff Richelieu 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT Ca CIH i �!'rS i ` 2, JOB NO. LOCAT I ON �-J G L rty �i . , �i 1- j I r' DATE 0 DD CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days �ESS/o),�q Steel Reinforcing: A-615 Grade 40 for #4 and smaller Q A-615 Grade 60 for #5 and larger �cQ404Q��1 W R/�jyF Fy�, Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B 0 Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. x- Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 1 (0 psf Floor Live Load: Lo psf Seismic Zone : j Wind Speed: 74'-_5mph Exposure Method 2 used unless otherwise noted. Allowable Soil Bearing : l2 -co psf `ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site. to determine the expansion index or bearing capacity is by others. �j 077 Page 1 of bU ii(�Vri'i i MWING DEPARTK t A P D V BY: JMR JEFF RICHELIEU 8/5/00 20 DECLARATION DRIVE JOB NO: CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL AND GRAVITY DESIGN FOR PATIO COVERS BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSISTION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.3 PSF MISCELLANEOUS 2.2 PSF DEAD LOAD 10.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 26.0 PSF LATERAL LOADS: SEISMIC: 2.5 * .36 * W = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q E = p * VW = 1.5 VW :.300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .300W / 1.4 =.214W WIND: EXPOSURE B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0-15, 0.62 Cq*qs*Ce 0.0117 KSF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line. (per local requirements). BY: J �� 20 DECLARATION DRIVE DATE: moo CHICO, CALIFORNIA 95973 JOB NO: 530-893.1600 FAX 530-893-2113 PAGE �j OF�_.- ,.. b 17A 1"1 ct) PGO SP�� I8�=i24I2�.o3=,3�Ki T 1 k3)' 1. 1-7) 1 r� 1 -Z CC;� 24a � l zr" kJCL-r l AIz-E-:V FA P,A LLArl PSL X 'I a TyP STL. . BY: J rr F, DATE: �I D JOB NO: PAGE �- OF �J lNC GALLA - A -S G F74G I F I L 7,41; L C FO?_ � r<F- u 1- D EC- R�LokJ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 ASC PACIFIC B-36 Composite Floor Deck 8 36—Allowable Superimposed Load sf) & Diaphragm Shear Capacity If) Normal Weight Concrete (145 cf) ASC Pacific Gauge No.San Sans 6'0" 1 6'6" 1 7'0" 1 7'6" 8'0" 8'6" 1 9'0" 9'6" 1 10'0" 1 10'6" 1 11'0" 1 11'6" 1 12-0- Total 22 1 2 3 4 205 179 157 139 139 139 124 124 124 111 111 111 100 100 100 90. 90 90 81 81 81 74 74 74 67 67 67 61 61 61 55 55 55 230 230 1825 204 204 1787 183 157 1754 1725 1700 1678 1659 1641 1626 1611 1599 1587 1576 Slab Thick- ness: 3 1/2" 20 1 2 3 q4 301 301 301 1893 267 267 267 1 1847 213 190 170 153 153 153 138 138 138 125 125 125 114 104 104 104 95 95 95 83 83 83 73 73 73 239 239 1807 216. 216 1773 196 196 1743 114 114 1717 1693 1672 1653 1636 1621 1606 1593 Slab Wt.: 30.3 18 1 2 3 4 301 301 301 2046 267 267 267 1984 239 239 239 1932 215 215 215 1886 196 196 196 1847 152 137 125 113 113 104 104 104 95 95 95 87 87 87 80 80 80 179 179 1811 164 164 1780 1 151 151 1752 140 1727 1704 1684 1665 1647 psf 16 1 2 3 4 1 300 300 300 2215 1 266 266 266 2138 1 238 238 238 2072 215 215 215 2015 1 195 195 195 1965 178 178 178 1921 163 163 163 1882 124 113 103 94 94 86 86 79 79 79 151 151 1847 140 140 1816 130 130 1787 121 1762 113 1738 1716 1. In shaded areas to the right of the heavy line, mid -span deck shoring required during construction for gauge/span conditions. 2. q4: "q"= allowable diaphragm shear !.pIf): "4"=number of welds to support. Shear capacity may increase for seven welds. see ICBG report. 3. See pg. 35 for general notes. �� I -2- ,G P5I BY: J ri f DATE: 8I co JOB NO: PAGE OF 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530.893-2113 D �T L `"I u P P� ,rz-T i ►�1 G 11. 011-r. I S- 8 0 - 2 I �1 3 c• 3 5 S3 = I 8 �►� < 2 4-5 14 2 ( 6,1� = 5 goof= � (• o�� - ►•J �t�. o (• o ro� - C. oo P7, T P1711 �J E d iL �I 6t�:- Lo�^.I ALI, C2, 8." Concrete w/ 85 a 1 R " 8." ( 8." C #5@18.in @ Heel V-3" 1'-0" 6" V-3" V-6" 2 9„ Jeff Richelieu Title ; Gage Chrylser 20 Declaration Drive Job # Dsgnr: JMR Date: AUG 5,2000 Chico, California 95973 Description.... 530.893.1600 8' Retaining floor supported by concrete floor at top. Page 7l Of This Wall in File: D:1RetainlGage Chrysler.RP5 Restrained Retaining Wall Design RetainPro Professional 5.0.7, 8 -Jul -99, (c) 1989-99 Criteria , Soil Data , Footing Strengths & Dimensions Retained Height = 8.00 ft Wall height above soil = 1.00 ft Total Wall Height = 9.00 ft Top Support Height = 8.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Allow Soil Bearing = 1,800.0 psf Equivalent Fluid Pressure Method . Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 35.0 psf/ft Passive Pressure = 250.0 psf/ft Water height over heel = 7.5 ft FootingIlSoil Friction = 0.250 Soil height to ignore Adjacent Footing Load = for passive pressure = 0.00 in fc = 2,500 psi Fy = Min As % _ Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Width = Key Depth = Key Distance from Toe = 60,000 psi 0.0018 1.25 ft 1.50 2.75 12.00 in 12.00 in 10.00 in 1.25 ft Wind on Stem = 0.0 psf I Cover @ Top = 2.00 in @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load , Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs -Used To Resist Sliding &Overturning •.. Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ...Height to Bottom = 0.00 ft Eccentricity . = 0.00 in Wall to Fig CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Load Axial Dead Load = 1,080.0 lbs Base Above/Below Soil = at Back of Wall 0.0 ft Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 3,251 lbs Thickness = 8.00 in Fy = 60,000 psi ...resultant ecc. = 0.35 in Wall Weight = 100.0 pcf fc = 2,500 psi Soil Pressure @ Toe = 1,257 psf OK Stem is FIXED to top of footing Soil Pressure @ Heel = 1,107 psf OK Allowable = 1,800 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 1,760 psf ACI Factored @ Heel = 1,549 psf Stem OK Stem OK Stem OK Footing Shear @ Toe = 8.1 psi OK Design height = 8.00 ft 4.43 ft 0.00 ft Footing Shear @ Heel = 1.0 psi OK Rebar Size = # 5 # 5 # 5 Allowable = 85.0 psi Rebar Spacing = 16.00 in 16.00 in 16.00 in Rebar Placed at = Center Center Center Reaction at Top = 224.0 lbs Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Reaction at Bottom = 1,193.5 lbs Design Data. Sliding Stability Ratio = 1.03 Ratio < 1.E fb/FB + fa/Fa = 0.000 0.233 0.521 Sliding Calcs Lateral Sliding Force = 1,193.5 lbs Mu .... Actual = 0.0 ft-# 908.3 ft-# 2,031.Oft-# less 100% Passive Force = ,- 420.1 lbs Mn ' Phi ..... Allowable = 3,898.0 ft-# 3,898.0 ft -# 3,893.0 ft -# less 100% Friction Force = - 812.7 lbs Shear Force @ this height = 0.0 lbs 1,523.2 lbs Added Force Req'd = 0.0 lbs OK Shear..... Actual = 0.00 psi 31.73 psi ....for 1.5: 1 Stability = 557.4 lbs NG Shear..... Allowable = 85.00 psi 85.00 psi Footing Design Results Rebar Lap Required = 23.40 in 23.40 in Toe Heel Rebar embedment into footing = 6.00 in Factored Pressure = 1,760 1,549 psf Other Acceptable Sizes & Spacings: Mu': Upward = 1,350 r� 545 ft-# Toe: # 5 @ 14.00 in -or- Not req'd, Mu < S ' Fr Mu': Downward = Mu: Design = 164 501 ft-# 1,186 Heel: # 5 @ 18.00 in -or- Not req'd, Mu < S ' Fr 45 ft-# Key: Not req'd, Mu < S -or- Not req'd, Mu < S' Fr Actual 1 -Way Shear = 8.12 1.02 psi Allow 1 -Way Shear = 85.00 85.00 psi Jeff Richelieu Title ; Gage Chrylser 20 Declaration Drive Job # Dsgnr: JMR Date: AUG 5,2000 Chico, California 95973 Description.... 530..893.1600 8' Retaining floor supported by concrete floor at top Page 8 Of This Wall in File: D:\Retain\Gage Chrysler. RPS Restrained-Retaining Wall Design RetainPro Professional 5.0.7, 8-Jul-99, (c)1989-99 Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding & soil pressure.... - Sliding Forces Load & Moment Summary For Footing: For Soil Pressure Calcs Stem Shear @ Top of Footing = -896.0 lbs Moment @ Top of Footing Applied from Stem = -1,194.7 ft-# Heel Active Pressure = -297.5 Sliding Force = 1,193.5 lbs Surcharge Over Heel = lbs ft ft-# Axial Dead Load on Stem = 1,080.0 lbs 1.58 ft 1,710.Oft-# Net Moment User For Soil Pressure Calculations Soil Over Toe = lbs ft ft-# 95.0 ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 900.0 lbs 1.58 ft 1,425.Oft-# Soil Over Heel = 733.3 lbs 2.33ft 1,711.1 ft-# Footing Weight = 537.5 lbs 1.35ft 723.5ft-# Total Vertical Force = 3,250.8 lbs Base Moment = 4,374.9ft-# PC, a.ir/www «C. a, 0;..w #5@14.in @Toe Designer select #5@18.in all horiz. reinf. @ Heel See Appendix A Jeff Richelieu Title ; Gage Chrysler 20 Declaration Drive Job # Dsgnr: JMR Date: AUG 5,2000 Chico, California 95973 Description.... 530.893.1600 8' Retaining Wall Page /-) Of Wind on Stem = 0.0 psf Soil height to ignore for passive pressure = 0.00 in Axial Load Applied to Stem Design Summary, -� Total Bearing Load = 4,498 lbs ...resultant ecc. = 9.64 in Soil Pressure @ Toe = 1,767 psf OK Soil Pressure @ Heel = This Wall in File: D:\Retain\Gage Chrysler. RP5 Allowable = 1,800 psf Soil Pressure Less Than Cantilevered Retaining. Wall Design RetainPro Professional 5.0.7, 8 -Jul -99, (c) 1989-99 LCriteria 42 psf Soil Data 34.6 psi OK Footing Strengths & Dimensions Retained Height = 8.00 ft Allow Soil Bearing = 1,800.0 psf fc = 2,500 psi Fy = 60,000 psi Wall height above soil = 1,00 ft Equivalent Fluid Pressure Method Min. As % = 0.0018 Slope Behind Wall = 0.00: 1 Heel Active Pressure - 35.0 psf/ft Toe Width = 3.00 ft - None Spec'd Toe Active Pressure = 35.0 psf/ft Heel Width = 2.00 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Total Footing Width = 5.00 Soil Density = 110.00 pcf Water height over heel = 7.5 ft Footing Thickness = 12.00 in FootinallSoil Friction = 0.300 Wind on Stem = 0.0 psf Soil height to ignore for passive pressure = 0.00 in Axial Load Applied to Stem Design Summary, -� Total Bearing Load = 4,498 lbs ...resultant ecc. = 9.64 in Soil Pressure @ Toe = 1,767 psf OK Soil Pressure @ Heel = 33 psf OK Allowable = 1,800 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,256 psf ACI Factored @ Heel = 42 psf Footing Shear @ Toe = 34.6 psi OK Footing Shear @ Heel = 18.8 psi OK Allowable = 85.0 psi Wall Stability Ratios 8,160 212 ft-# Axial Dead Load = 1,080.0 lbs Axial Live Load = 0.0 lbs Stem Construction Lateral Sliding Force T( Design height ft = Wall Material Above "Ht" _ Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data 8,160 212 ft-# Mu': Downward = fb/FB + fa/Fa = Total Force @ Section lbs = Moment.... Actual ft-# _ Moment..... Allowable = Shear..... Actual psi = Sh All bl - Overturning = 1 89 OK ear..... owa a psi - Sliding = 0.65 UNSTABLE! Sliding Catcs (Vertical Component NOT Used) Lateral Sliding Force 2,937.0 lbs less 100% Passive Force = - 680.6 lbs less 100% Friction Force = - 1,231.0 lbs Added Force Req'd = 1,042.9 lbs NG ....for 1.5: 1 Stability = 2,520.1 lbs NG Footing Design Results Toe Heel Factored Pressure = 2,256 42 psf Mu': Upward = 8,160 212 ft-# Mu': Downward = 945 2,177 ft-# Mu: Design = 7,215 1,965 ft-# Actual 1 -Way Shear = 34.57 18.82 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = # 5 @ 14.00 in Heel Reinforcing = # 5 @ 18.00 in Key Reinforcing = None Spec'd Bar Develop ABOVE Ht. Bar Lap/Hook BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data I'm Fs Solid Grouting Special Inspection Modular Ratio'n' Short Term Factor Equiv. Solid Thick. in= in= in= psi = psi = ip Stem Stem OK 0.00 Concrete 8.00 # 5 8.00 Edge 0.861 3,938.2 10,162.8 11,799.2 53.0 85.0 23.40 8.91 100.0 6.19 Masonry Block Type = Medium Weight Concrete Data fc Fy psi = 2,500.0 psi = 60,000.0 Key Width = 12.00 in Key Depth = 16.00 in Key Distance from Toe = 3.00 ft Cover @ Top = 2.00 in @ Btm.= 3.00 in Axial Load Eccentricity = 0.0 in Other Acceptable Sizes 8 Spacings Toe: #4@ 9.50 in, #5@ 14.50 in, #6@ 20.50 in, #7@ 28.00 in, #8@ 37.00 in, #9@ 46 Heel: Not req'd, Mu < S' Fr Key: Not req'd, Mu.< S' Fr Jeff Richelieu Title ; Gage Chrysler 20 Declaration Drive Job # Dsgnr: JMR Date: AUG 5,2000 Chico, California 95973 Description.... 530,-8931600 & Retaining Wall Page II Of This Wall in File: D:\Retain\Gage Chrysler.RP5 Cantilevered Retaining Wall DesignRetainPro Professional 5.0.7, 8 -Jul -99, (c)1989.99 Summary of Overturning & Resisting Forces & Moments OVERTURNING.... .....RESISTING ..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs It ft-# Heel Active Pressure = 2,954.5 2.91 8,607.2 Soil Over Heel = 1,173.3 4.33 5,084.4 Toe Active Pressure = -17.5 0.33 -5.8 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 1,080.0 3.33 3,600.0 Load @ Stem Above Soil = Soil Over Toe = Surcharge Over Toe = Total = 2,937.0 O.T.M. = 8,601.4 Stem Weight(s) Earth @ Stem Transitions = 900.0 3.33 3,000.0 Re-sistingfOverturning Ratio = 1.89 Footing Weight = 750.0 2.50 1,875.0 Vertical Loads used for Soil Pressure = 4,498.4 lbs Key Weight = 200.0 3.50 700.0 Vert. Component = 3951 5.00 1,975.3 Vertical component of active pressure used for soil pressure Total = 4,498.4 lbs R.M.= 16,234.8 BY: J r i, DATE: a f ov JOB NO: PAGE OF I -AT E �-A L LI�jt�, -z- 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 P F-,"--21 (-�7 �j 0 POOL- �-oa rl �1�1E I Vs =.24EAR WA L Ls) =.214L 12(25�.014)+ 44(idlz�.ai�] = I. or, vim, _ _oii7 C I z(6.s/z� + 4(l0)] V= V=1.8� 2-4 C:? a LE R 2 -2X i_- BY: J n {Z DATE: 8 160 JOB NO: PAGE I % OF 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 L-A'T tE�gAL �INt:::7; uw - 0117E 10041Z> 4' 2 re, 7 ZL\- BY: DATE: JOB NO: PAGE I + OF Dt: �-- - -,IG-IQ Al I 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 V51. Cs E� C- Gly -(.,C Po rz FA -no Co L/ F -,o IdoaS�° .slzX61/. �L. COL Pit �� ��I 2 &" x 26'' x 3 cl�l �� BY: JMR JEFF RICHELIEU 08/06/00 20. DECLARATION DRIVE JOB NO: CHICO, CA 95973 PG. 151 OF (530) 893-1600 DETERMINE THE REQUIRED DEPTH OF EMBEDMENT TO RESIST LATERAL LOADS WHERE CONSTRAINT IS PROVIDED AT THE GROUND SURFACE. USE 1997 UBC EQUATION FOUND IN SECTION 1806.8.2.2 MINIMUM LATERAL BEARING AT 1' BELOW GRADE = 120 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? (YES OR NO) ENTER (1 FOR YES) OR (0 FOR NO) 1 LATERAL BEARING AT -1 FOOT BELOW GRADE = 240 PSF (SEE NOTE 1 FOR INCREASE) EQUATION d = SQUARE ROOT [ 4.25 * (P * h / S3 * b) ) P = 500 LBS (APPLIED LATERAL FORCE) S3 = 720 PSF (ALLOWABLE LATERAL SOIL -BEARING PRESSURE PER UBC TABLE NO. 29-B BASED ON THE EMBEDMENT DEPTH) b = 3 FEET (DIAMETER OF ROUND POST OR FOOTING OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING) h = 10 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P) d1 = 3 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d = 3.1 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) m11*3 1. IF 1 / 2 INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE DOUBLED. BY: DATE: gl JOB NO: PAGE I OF 17ATIO 40 Ise M W Q �- 1 iC- Ort I , 5rl2 5C-�Sr201Z TIZ u ---2S 20 DECLARATION DRIVE CHICO, 7CALIFORNIA 95973 530.893.1600 FAX 530-893-2113 ITL 2.0 � = 24- ( 13) 1--7 4) X40 4 ff PA ZAL[,AM a BY: 20 DECLARATION DRIVE DATE: CHICO, CALIFORNIA 95973. JOB NO: 530-893-1600 PAGE OF 1-7 FAX 530-893-2113 ...,�_.�-_--_-,---.,_, �- AT E F A L D E -S I !� sCI 1-1I V Z. 3�� 2.2 V = o .2�'�P .� = Z % K. . 2 Co L, r- eSr-2T �j 12 ;* .6p (:3 3 c - N L4e2 z -x FTG- s5�- t,77 CALC.0�1 �1�xT <;H s X11 Z(f�-p x Z(a X X67. FTci. BY: JMR JEFF RICHELIEU 08/10/00 20 .DECLARATION DRIVE JOB NO: CHICO, CA 95973 PG. 1PjOF (530) 893-1600 DETERMINE THE REQUIRED DEPTH OF EMBEDMENT TO RESIST LATERAL LOADS WHERE CONSTRAINT IS PROVIDED AT THE GROUND SURFACE. USE 1997 UBC EQUATION FOUND. IN SECTION 1806.8.2.2 MINIMUM LATERAL BEARING AT 1' BELOW GRADE = 120 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? (YES OR NO) ENTER (1 FOR YES) OR (0 FOR NO) 1 LATERAL BEARING AT 1 FOOT BELOW GRADE = 240 PSF (SEE NOTE 1 FOR INCREASE) EQUATION d = SQUARE ROOT [ 4.25 " (P ` h / S3 " b) ] P = 280 LBS (APPLIED LATERAL FORCE) S3 = 648 PSF (ALLOWABLE LATERAL SOIL -BEARING PRESSURE PER UBC TABLE NO. 29-B BASED ON THE EMBEDMENT DEPTH) b = 3 FEET (DIAMETER OF ROUND POST OR FOOTING OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING) h = 12 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P) d1 = 2.7 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d 2.7 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) NOTES: 1. IF 1 / 2. INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE DOUBLED. NOTES RESIDENTIAL 042-580-054n - it�09957 �E l7�Otq CHRYSLER, 6 e_ 2016 BIDWELL AVE. CHIC�0J' CONT: OWNER NEW POOL 06— o77 t4�1� SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature P ./ = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card.13-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns=Connections-Splice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trussds 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing �t 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Date 1[,& Card 1 Date Card B-1 /1101- (Plans) OK except #'s tb cks-Easements 01s; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness c.; Receptacles and Lighting, Distance-GFI c.; Pool Lighting; 15 Volts-GFI EI .; Enclosures; Conduit Entries -Terminals -Listed ; Bonding; Metal w/5' -Circulating Equip. -Heater eo�Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. �Toec�xes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. P'umb.; Cir. Test -Water Supply Test �,(�f5 d1 Light Niche Date Or6CMirj Ca B- Date Card B-1 _ k Date C rd B-1 Date f Card B-1 r r J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Card B-1 Date Card B-1 Underfloor (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning -Setbacks -Easements -Flood -Scope 40. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth Walls Studs -Nailing Spacing & Braces -Plates -Sound 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth 43. 4. Fig., Porches & Decks; Soils -Steel-/ P' Fig. Depth Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 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. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists - Vent s-Crippies 15. Access & Ventilation 16. Insulation 77. Plb., Elec. & Mech. Equip. Listed for Location Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date 80. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 86. Water Well, Disconnect, Electrical, Plumbing Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date 89. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Date 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Date 31. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return 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 (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Instld./Drive D Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DI ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 - 41 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-580-054 ZONING BUILDING PERMIT OWNER / CHRYSLER GAGE TELEPHONE 345-8409( SO. FT. OCC. BUILDING VALUATION j�jT VOL` 1 OWNERS MAILING ADDRESS 2016 BIDWELL TCn- CA 99926 - CONTRACTOR'S NAME - OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER CALVIN LICENSE NO. Flirt Fee $ 20.00 Permit Fee $207-00 KI ARCHITECT ENGINEERS MAILING ADDRESS Plan Checking Fee $ 134 55 BUILDINGADDRESS 2016 D Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 QQ Each gas water heater or vent 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: N1714 POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE S35.00 ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lqw for the following reason: �j 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason' WORKERS' COMPENSATION DECLARATION I 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) .. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation law California, and agree that if I should become subject to the wor rs' compe sation provisions of section 3700 of the Labor Code, I shall ;��coryrwith those provisions. X ` Date S ®2 �� _ wrier ❑ Contractor ❑ Agent Si ature of A i /hh, An OSHA perm' is requiredxcavation over 5'0" deep and demolition or construction of structures o or 3 storiesight. Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCCUP. SO OR ADDNS. ( a ACC. BUDS. 3.50FT. =RE IDT' MULTI -OUTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIR. OUTIET OR FDCTUREs 20 @ 1'0° Ex. Occup. �0 p ,� Ex. Occup.ouTs R D,LNS°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 1DOOL ELECZRIC 130.00 PERMIT FEE t 00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 405.55 HAZ. D. FEES IMP FLOOD I CDF PARCEL PD HD 10 This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date, PERMIT EXPIRES ON provisions to do work paid. Q to Receipt No. 324300/278.05 WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK-INSPEC R GOL E ROD -APPLICANT 1 COUNTY OF BUTTE - DEPARTMENT ©F•DkVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;_CALIFORNIA 95965 - TELEPHONE (53,) 4-7541 UV PERMIT APPLICATION DATA SHEET OWNER:6 A iA e ASSESSOR PARCEL ER: 2— Proposed Building Use: Ale o Building Inspector: Date: -x- - a 7.A f permit application, I as advised the following data must be submitted prior to permit processing and/or issuance: Date Received By tems have been submitted. ------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. 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.---------------------------------------------------- 117. -------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.---------------------------------------------------------------------------------------- 119. Manufactured Home data and installation instructions including Tie Down Specifications----------- -------- *10. Fees of $ 12S, yV ---------------------------------------------------------------------------'--------- ❑ 11. Impact fees as shown on the attached schedule.------------------------------------------------------ ----------- ❑ 12. California Department of Forestry plan approval/fees. ----------------------------------------------'---------- ❑ 13. Flood elevation certificate.-------------------------------------._------------------------------------------------- T4. r tation and plot plan approval Health Department. --------------------------------i --------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- y ❑ 16. Plot plan and business license approval from the City of Biggs.-----------------------------------�---------- ❑ 17. Planning approval for (A) Use: O lL (B) Parking: ______________ a-___--_---- ❑ 18. Contact Land Development aboM�Improvements, ❑ Drainage; egal Parcel. ----------- ' --- i 1119. Encroachment Permit for driveway construction approval prior to occupancy) ---- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑2 . Workers' Compensation carrier and policy number. ---------------------------------------------------- Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 4. Letter of signature authorization.-------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- E-126. ------------------------------------------ ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------- 028. Existing violations and/or expired permits. ------------------------------------------------------ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ Mail to owner, ❑Mail to contractor. Pld for pickup at �lvu ` (--�- offi 5_Lt_DI (Date) Deliver with inspector. Date: < Z d Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air PolluVn By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 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 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 ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, BuildingDivision. Attention Property Owner: An "owner -builder" building permit has been applied for- in your name and bearing' your signature. Please complete and return this information at your earliest opportunity -to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[ ] NO[K]. �I HAVE [)t] HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: 0 v x � 7 Z CITY. PHONE: 4-1,533 CONTRACTOR'S' LICENSE NO. L.:" -Z -.S,S'O'o6 4. I plan to provide portions of this work, - but I have hired the following" person =fo coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: =" 4 NAME ADDRESS PHONE TYPE OF WORK IGNED: PROPERTY SOCIAL SECURITY NUMBER: DATE: , / l M NOTE: This owner -Builder Verification is required by•Section 19831 and 19832 of the California. Health.. and Safety, .Code. This verification must be completed and returned to our office' before . we are permitted to issue the permit. OVER O.B.- I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself'as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourseliy you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: . 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an " "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. . Information about licensed contractors may be obtained by contracting the Contractors State License Board in vour community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned: Sincbrel , Michadl C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information.is required by Section 19830 of the California Health and Safety Code. OVER r I F.I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION (Rev. 12/96) 7 County Center Drive Oroville, California 95965 0 Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT —� ASSESSOR PARCEL NUMBER y ZON _) BUILDING PERMIT TELEPHONE q5 SO• FT. OCC. BUILDING VALUATION s MAaNG AD S8 0 `0 t �o�i ;dw -11 ,�� �' �'� v �/5 V a 00,0 CONTRACTORS NAME to)TELEPHONE N -c CONTRACTORS MAUNO ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace ARC�IRECT OR ENGINEER (e.IL„-,-�► Q C /Mts 803 Total ValuetlOn $ 490-0 Flin Fee .�v. IN ARCHITECT OR ENGINEERS MA41NG ADDRESS E 20.00 Permit Fee _ >y BUILONGADDRESS Plan Checking Fee "S Energy Plan Checking Fee $ , LDTNo. aURDNISIDNSNAME PARCEL MAP PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 SF ❑ Duplex ❑ Mobilehome ❑ Othe �/ei�l S%�jp �/ 1 �o a / Solar or hent um water heater 23.00 aPECIFy Water piping15.00 o - v 5, TYPE OF WORK Each as water heater or vent 15.00 �� New r� Addition ❑ Remodel ❑ Lulises ❑ Installation ❑ Other ❑ Gas piping stem 1 - 5 outlets 15.00 Describe Work: Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE s 3 5, &-4P ELECTRICAL PERMIT Fling Fee 20.00 -" "---- Main Service za'o00V OR LESLESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLM OCCUP. OR ADDNS. t ACC BIDS. 3.50FT.. N ONS MULTI.OUTLET NON•RESID. @ 7.50 ' POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 ® i.00 SAL I Ex. :)ccup, G�D ESID GFA .SO 5.00 I i Tem orar Service 23.00 Mobile Home Facilities 20.00 .. Misc. Wiring 23.00 Do k -o- C - I: - PERMIT FEE t "PERMIT FEE PAID *-7 �7 ' D S MECHANICAL PERMIT Fling Fee 20.00 SRA - - Heating Cooling SHERIFF Hood 6.50 OTHER Ventilation PERMIT FEL: S Mobile Home Installation Fee $ ---- I Energy Inspection Fee $ AMOVNT RECEIVED 0 S , OCC CONST. TYPE TO AIV FEE S s HA:. D. �Ea fF P9b. I pVj mn I LSSUE *' This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NUMBER 3 y 3 b 0 Indicated above for which fees have been paid. * TO BE PVT INTO CO MPVT'ER By Date PERMIT EXPIRES ON A L C CJ 4 -✓17—/ -S �©rz MR. & MRS. GAUGE CHRYSLER BIDWELL AVENUE CHICO, CA Q�OFESSIONq� BAc,y «�y� GOQ 6sa6803 2 r 3 �o• y �Q 3UT-Te Coo* WOLDiNG pppo\/T 4 ; DRAWN: .OAT.E: SHEET NO. EJECT:,,. & ASSOCIATES CHECKED: -JOB NO.CHMAN 2 Esplanade:. Chico. Co. - (916) 342-4136 - . OF PROJECT: DRAWN: DATE: SHEET NO. BACHMAN a ASSOCIATES CHECKED: Joe No. 3012 Esplanade Chico: Ca. (916) 342-4136' OF r Lr � IO v ' W 2S5' 33 3 � , 3 A Mp P3 NECi FROJECT, DRAWN GATE SHEET NO. OF BACHMAN & ASSOCIATES 3012 Esplanade Chico. Ca. (916) 342-4136 CHECKED JOB NO. v Ir C 7zS �S� t Cv/ W7- _ 36 x G. x m 15� = zz5 A -W �j 7)- 172. 45 17Zo L1 93 Z L PROJECT: DRAWNs =• _ DATE: SHEET NO. OF jibBACHMAN A ASSOCIATES 3012 Esplanade Chico. Ca. (914) 342-1134. CHECKED: Jos NO. R u L/ 7 -3y// 2�,Voox,x z YD = 5. Jlo;►,',.J t -2-r;x7-77— 2-X�x I t,�x �s� = 3c2-� 3 i7 PROJECT: DRAWN: DATE:. 'SHEET NO. J CHECKED: Jos NO. BACHMAN a ASSOCIATES 3012 Esplanade. Chico. Ca. (916) 942-4136' OF r 3 M-'.�� G2.5x 3,� �2l6X2.L504-3�21 = 132�_a.� 2- ��_ 2203,5 -�_`4 /516 l0 5Lo VSE � 3G� G "�/� til�•� am ! ✓� lap 1*10 • Gat � != X � — ' ���%r7 `` / PROJECT DRAWN: GATE SHEET NO. "OF BACHMAN do ASSOCIATES 3012 Esplanade Chico. Co. (916) 342-1134. CHECKED J08 NO. e r RF-Ainghl-riA93-3076 BPEM P 042-58-0-054 SORENSON, WENDELL Zgf(a BIDWELL AVE, CHICO NEW SF /1D�a(o/Qtf JOB FINALED (Datt) . Signature . OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date OFFICE COPY t Address ova I GAS j Meter By Date i ELECTRIC Meter By i 9� Dated' -'V JOB FINALED (Datt) . Signature . V=OK O=Not OK • Not Applicable Ready,. MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval S. Gas and Electricity Tagged _ 9. Exits; Insp.-Sketch 10. Cert. of Occupancy J MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plana)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg -Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Silo-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not ApPlIpable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERE&GOR (Plans) OK except #'s L<T'1V111_U Y J,ffg-, Main, Soils-Elec. Grnd.-/C_AL-Wg. Depth A„r,z;2 ge; Soils-Steel-Elec. Grnd.-/ /” Fig. Depth tg., Porches & Decks; Soils -Steel-/ /Ftg. Depth. tg., Porches & Decks; Soils -Steel-/ /Ftg. Depth A-Stef -Walls, Main; Steel-Blockouts-Wrapped 6.SUmYWills, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers- ireplace Ftg.-Steel Fell -Fitting -Test -2 Way C/O -Sewer Test JV'UF. Gas Pipe; Size -Anchors - yard gas piping: size -test ' ater Pipe; Test -Anchor -Regulator -Service Test 12. E!pctric; Underground ums & Ducts; rders-Sills-Anchor 15. Access & Ventilation 16, Insulation Date/Initials PLU ING Permit OK except #'s 1 ter Htr.; Vent -Access -Combustion Air -Baffle er Pipe; Test & Anchor -Neil Protection 1 . .W.V.: Test -Fittings & Anchor-Naii Protection L . Shower Pan; Test, First Floor -Tub Access -410-4aat Tub & Shower, Second Floor -Tub Access '21. Gas Pipe; Size & Anchors s C" J41 elj--J Date/initials ELECT ICAL Permit OK except #'s 2 lure & Transformer Clearance -Ins. Protection 2elEjec. Receptacles Spacing -Lights & Switches at Doors . Size Boxes & No. of Conductors -Stapled 25,"Rgmex Installed Close to Edge of Studs & C.J. 2201.quip. Ground made up w/Mach. Fastners-Bond Gas & Water 2,,Appliance Circuts in Kitchen & Conductor Size/GFI Subfeed Wire Size / . Cu or AI Wire Size / /'ga. u ort0 Range Circ. / ga. Cu or &KOven Circ./ a. Cu or Al. Insulated Neutral es No 3 . Service -Riser Conductors & Ground -Main Disconnect 3+. -Equip. Clearances Panels -Motors -Mach. Equip. 91?..-tTothes Closet Light -Shower Light -Spa Light Smoke Detector Date/Initials ME NICAL Permit OK except #'s :C. Ducts Insulation & Support Vent Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade 37. urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 . Attic Access & Platform if Furnance in Attic Date/Initials F MING Plans OK except #'s Sits, Proper Material & Anchors 40.alls Studs -Nailing, Spacing & Bracing-Plates=Sound 4 . earing Walls over Girders & Floor Nailing 4 .Aratt Stop in Walls (ret proof) Ire Stops; Furred Ceilings -Stairs -Chases -Tub . Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 4 Cing. Joist-Rftr. ties-Purling=roof Brac-Truss-Shthng.-Ring. 4 Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 9 drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5%,C 5!! rage Fire Protection Framing operty Line Firewall & Openings n xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits 59q; rs; Width -Headroom -Rise -Run -Landing -Fire Protection 54.rOlywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 . SI -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access we'tiazing Area -Glass Protection-Skyliahts-Plastic / r - 60. Infiltration -Walls -Windows f Date/Initials FIN lana OK except #'s . Ext. St - oor & Sidelight Protection -Landings 6 o etector 6 u -mace; Vents -Clearance -bomb. Air -Connector- m In G age; Above Floor-Ducts-Mech. Protection rim Exiting 6e.0`G.F.I,,Bath Fixtures & Tub Access -Spa 6 r m & Subpanel; Breaker Sizes & Labels 6 . Stai Rails ireple a or Stove; Clearances -Hearth c. Outlets at Wood Panel; Int. & Ext. 70L.191-�Appliancer Grnd: Air GV -Cooking Clearance 7 . ec. Outlets & Receptacl it. Counter 7 . Fire Door, ng -La g-Clbeer A.C. D in Garage -Damper 7 r. Htr.; Vents -Clearance -Comb. Air -Connector - 7 In G e; Above Floor -Mach. Protection 75. Ib., Elec. & Mach. Equip. Listed for L tion 7 c.eceptacles in Garage; 1)-Romexyteetion ulatio -Foam-Looked in Attic ails & Deck Construction- ost Caps 71- Fdn. Vents & Crawl Hole Door -Drainage AAVo3d=Earth Clue Looked under FJper,— Yes �- 60.-'ro-Ilowing instld.; DrIvve_S.Ya O No; Walks Yes 13 No; Pis ❑ Yes ?_-rNo 811 stucco; Brown -Finish A.C. U ; Disconnect, Electrical, Plu 8 ants Above Roof; Pibg.-Appli ce-Fire: Clearance to 85.17x1eftT Elec. Trim; G.F.I. Receptacle -Underground 8 . Veer tAation Throughout House 8'f'GlAWrotection ections from Previous Inspections Gas -Meters Tagged; Gas -Electric 96. -Water & Sewer Connected -C/O to Grade -HD Approval 1511 . Eneray Compliance Certificate Dther Certificates Comments at Final: t COUNTY OF BUTTE 3 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Parad'i'se, CA - (916) 872-6307 CORRECTION NOTICE X13- ` TGA OWNER - PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the`above address and should be corrected. Please notify this office when correction of work is completed. If you have, any questions pertaining to this matter, or need additional explanation, please con tac� this office immediately. %2. -4b V rf S,tckk _ n '7 (r ki�zc;U-, z-3GfiZI' disio a Ari✓ VT ^ Date 9-9 8 " Inspector REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916)mur — - CORRECTION NOTICE 5W 10—S OWNERRMIT�O. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office img4diately. Date '-- 40W Inspector i REV 10/92+ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Patadise, CA - (916) 872-6307 CORRECTION NOTICE soreasdni 13- 307 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County:Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date _ 1111,41 UI I Inspector REV 10/92 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 -+ 747 Elliott Road, Paradise, CA _ (916) 872-6307 CORRECTION NOTICE 50 a OWNER PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C/) Sv C o b6oc- �c o a 6W1r'124&,' C/I f .1 7 y y. 3 Date �'' I ' Inspector r REV 11/91 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES f 1469 Humboldt Road, Chico, CA - (916) 891-2751 7'County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 1►T CORRECTION NOTICE OWNER PERMIT NO. ' routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date ') Inspector cl-j� /L REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICABOM AND PERMIT 93-3076 PERMIT NO. ASSESSOR PARCEL NUMBER 042-580-054 ZONING RV BUILDING PERMIT . OWNER TELEPHONE 80, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE 760 C 9,880.00 CONTRACTOfl S MAILING ADDRESS Fireplace "All 3,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 197,398,00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 23-00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2016 BIDWELL AVE CHICO PERMIT FEE $ + PLUMBING PERMIT Filing Fee 20.00 Each Trap 11 7.00 84 00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. 2 SUBDIVISION'S NAME PARCEL MAP PM 128-5/6 Each gas water heater or vent 15.00 30 00 USE OF STRUCTURE SF R Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15 oo Building sewer 15.00 Mobile Home S G W @ZO.00 TYPE OF WORK New I Addition O Remodel ❑ Utilities ❑ Installation O Other El Describe Work: SF 4 BEIM PERMIT FEE $ Cont ractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 2GOA OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) 3.50 FTS0.. CONTRACTORS LICENSE LAW( I deelare under penalty of perjury (check one) iC�`I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions od an license is in full forcq and effect. License No. Classification j� C O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 82l @ 1.00 Ex. Occup. FIXED APPWS. OR p ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 23 . G Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): This permit is for $ 100.00 (valuation) or less. have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 207.45 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT SYSTEM 15.0 Cooling 25.0 Hood 6.50 6.5( Ventilation 1 4.504.5 PERMIT FEE $ 71 , 00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilit / s, judgments, costs, and expenses which may in any way accrue against id Cou consequ of the grantingo this permit. Date v )ia Ap lic - Owner ❑ Contractor O Agent OSHA per it is re uir d for excavations over 5"O" deep and demolition or construction ok structur s over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Gcc I CONST. TYPE TOTAL FEE $ 21674155 HA2• "r D. FEE IMP FLOG CD PAR L PD ND LIE 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. DIRECTOR OF PUBLIC WORKS By I", Date PERMIT EXPIRES ON 2 (p T IDatel Receipt No: 148577 - PC FEE 741.60// ��'•9S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Insulation Certificate £cL 'k 0, ewlGO _ Number and Street City County Subdivisim Lot Number Description of Installation ROOF Material Thickness (inches) CEILING Brand Name Thermal Resistance (R -Value) Bau.orMinkctType Fiberglass Brand Name Certainteed_ Thickness (inches) /oz. Thermal Resistance (R -Value) Loose Fill Typetrat erm BmndName Certainteed Contractor's minimum installed weight/ft lb Minimum thickness -.../ 6_ inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) .3� EXTERIOR WALL Material Fiberglass Thickness (inches) 3/ ,Z RAISED FLOOR Brand Name Certainteed* Thermal Resistance (R -Value) -1 Materia) Fiberglass Brand Name Certainteed Thickness (inches) / y Thermal Resistance (R -Value) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Fiberglass Thickness (inches) Declaration Brand Name 7ltermal Resistance (R -Value) Brand Name Certainteed Thermal Resistance (R -Value) I hereby certify that the above insolation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the ad SHASTA INS TION . lit:taller) tpunss and TttJs �� � 13 Dam 272941 900111 Number Due COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER S7o o A. P. No. ��i2 - 586 - 057 Proposed Building Use S F �(� Building Inspector � Date �s --3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .......................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data a d anufacturer's installation instructions, 2 sets. ........... CU 10. Fees of $ Iq759� ................. ��--- 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. . . ,oK- 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ......................................... �G 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. . _AA1 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for toBuisingInsregoe required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner 24. Recorded copy of Agricultural Acknowledgement Statement . .................. /D 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use. 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . .....................:.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. -34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. V Telephone , I- /ffSB and hold for pickup at office. Deliver with inspector. 1 Other; Parcel Creation j\ Acreage i Applicant �`� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air ollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted PAV per 't issuaoc(CirclQ,.oew it n t ecked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail CouoAdr by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder �ry - Copy -Department of Public Works z tf;c3 0ckl% bujJ ft (,4- ����� TO: Building Department - FROM: Encroachment Permit Section RE: Driveway Clearance dwrier locution AP # Driveway permit ` / 3 has been issued for the above property. si ature date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER ) ,el\) cem��cN A: P: #` �`t� 5��-'0.5 PROPOSED BUILDING USE S � � � f DATE 93 ... _ _ REC . # DATE REC --& X-11. SCHOOL DISTRICT FEES (paid at District Office) ................. ....... t#0/30 0h6 y. 3,4 91. SHERIFF FEES (paid at Building Department) Residential...... x =$ ��d [0 unit amt. Commercial (sgft) x =$ 9 sq.ft. amt. d�. URBAN AREA FEES (paid at Building Department) Residential (per unit) ..I x15.3 I # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office).........(.�,1. ! .� ...�. 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. d�6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE / �� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number() Jurisdiction 0 City County Property Owner W '50 r-e�so Property Location/Address �% �M`Qm14 r �0 I Subdivison lJl�` fiVLJ Lot No. �, Residential Development 0 Sq. Footage 3 No. Living MHI Addition (Gr up R) Units Commercial/Industrial Building Department Representative 0 Sq. Footage New Addition (Including Eiderior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) (� _/ 31J District Identification No. 91410190 i School District certifies that L,44M (Applicant) D. �`aD� 4?r73-109111D (Street Address) (Phone Number) ` G► 9s9. -;k-7 (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment o� o<J` representing School District Repre Paid by Check Number Bank Number Paid by Cash square feet. 0/9-3 Date 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 (school district) feeform.wkt (4/92) COUNTY AP. N CITY OF CHICO APPLICATION ' PERMIT DATE OF APPLICATION \ O.'L• PERMIT NO. PROJECT ADORES 441 MAIN STREET/P.O. BOX 3420 PHONE (916) 695-4891 OCt 26, 1993 042-580-049 534 ' LOT BLOCK SUBDIVISION ZONING OCCUPANCY RES. UNITS MASTER PLAN - - PLAN NO. 2016 Bidwell Avenue 2 1 Bidwell Avenue County - 1 - - OWNER: Kelly Sorenson PHONE: VALUATION USE/VAR. NO. STORIES TYPE CONST. BLDG. USE PARKING SPACE AREA SO. FT. OWNER'S ADDRESS: P.O. Box 4209 Chico 95927 - - - - res LESSEE: PHONE: BLDG. USE/DESCRIPTION OF WORK* LESSEE'S ADDRESS: NEW SEEDER USE °°' T°R` owner/builder IC NO. County application date Set 16 1993 G ° - PHONE no storm fees 1� ADDRESS: .drain ARCHOR DESIGNtR ENGINEER LICENSE. DECHIT SSIIDORESS ENGINEERS OR PHONE: *AN OEMOLRIHA O ORrtC CONIS STRUCTION STRUCTURES OVER 3 STORIES ES N EP HEIGHT. LICENSED CONTRACTORS DECLARATION PROCESSING I hereby affirm that I am licensed under the provisions'of Chapter 9 (commencing with PLUMBING PERMIT OTY. FEE 15 SUMMARY OF FEES AccL Nos. FIXTURE TRAP BUILDING P/C 10-476 Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect' BUILDING SEWER License Claas _ Lic. Number WATER HEATER AND/OR VENT GRADING PLAN CHECK 10-476 ' Date Contractor GAS SYSTEM SS APPLICATION #k 31487 OWNER -BUILDER DECLARATION INSTAL. 'ALTER, REPAIR WATER PIPE OFFSITE IMPR. P/C 10-474 I hereby affirm that I am exempt from the Contractor's License Law for the following ANTI-SYPHON/BACKFLOW PREVENTOR reason [Sec. 7031.5, Business and Professions Code: Any city or county which requires - a permit to construct, after, improve, demolish, or repair any stricture, prior to Its issuance, SEWER MAIN EXTENSION ENERGY P/C EST. (EST.) 10.476 , also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 [commencing with Section 7000] of Division 3 of the Business and Professions Code) or that he is exempt TOTALPLUMBING FEES therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by •- • TOTAL FEES PAYABLE AT any epplicard ror a permit subjects the applicant to a civil penalty of not more than five TIME OF APPLICATION hundred dollars (19500).]: PROCESSING y �p 1, as owner of the property, or my employees with wages as their sole compensation, ELECTRICAL PERMR CITY. FEE riAll II%the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an ownerof prop- SERVICE/SUBPANEL BUILDING PERMIT 10-425 erty who builds or improves thereon, and who does such work himself or through his own intended for if, how- CIRCUITS employees provided that such Improvements are not or offered sale. ever, the building or improvement is sold within one year of completion, the owner -builder RECEPT SWITCH OTHER OUTLET PLUMBING PERMIT 10-425 30.00 will have the burdenpf proving that he did riot build or improve for the purpose of sale.) POWER APPARATUS ELECTRICAL PERMIT 10-425 ❑ I, as owner of the am exclusively contracting with licensed contractors to the 0044, Business and Professions Code: The Contractors APPLIANCE ' MECHANICAL PERMIT 10=425 construct project License Law does not apply to an owner of property who builds or improves thereon, and SIGNS GRADING PERMIT 10425 who contracts for such projects with a contractor(s) licensed pursuant to the Contractors NEW RESIDENTIAL .025X License Law.]. TEMP POWER STREET FACILITY IMPROVEMENT FEE' 29485 1-92.00 ❑ 1 am exempt under Sec. 6B.Jk_PC. ror this reason SEWER TRUNK LINE 30-486 9 Date10126193 Owner m / TOTAL ELECTRICAL FEES TSEWER WPCP 31-487 WORKERSMPEN TIO DECLARATION t SEWER MAIN paid 32-488 I hereby elflrm that I have aJbertiflcate of sent to sent -insure, or a certificate of PROCESSING Work==Insurance, or a certified copy thereof (Sec. 38W. Lab. C.). MECHANICAL PERMIT' QTY. FEE. PARK FEES 41-478 Policy No. Company MECH EXHAUST - HOOD/DUCT PARK FEES 44 478 ❑ Certified copy is hereby fumished. VENT FAN SINGLE DUCT ❑ Certified copy is filed with the city building inspection division. COOLING STORM DRAIN 26493 none Date Applicant HEATING IN -LIEU (STREET) 25.497 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE, WOODSTOVE ALLEY IMPR. - 25498 nc� j���re completed if ea permit Is for one hundred dollars ($100) or ' _ - _ ENG. INSP. FEES 10.474 I cantly that In the performance of the ork for which tya-pennk is Issued, I shall not PLAN MAINTENANCE FEE 10-481 employ any in any manneer so subject to yW.orrkers Compensation ^ Laws of C mea. % '' �- 1 �! TOTAL MECHANICAL FEES SUPP. PLAN CHECK FEE 10-478 Date 71 A Applicant _ OTHER: NOTICE OAP LICANT:lt,after, king a rYflcat o}Exam�Ion,youshoukfbecome NOTICE P DEPT. APPROVALS REQ.: subject to the Workers' Cin" tion prove ora of • Labor Code, you must tortlw+ilh comply with such provisions or is permit shall be earned revoked. ❑ HEALTH ❑ PLANNING ❑ ARB ❑ ENG. ❑ SCHOOL ❑ FIRE CONSTRUCTION- LENDING AGENCY I hereby affirm that there is a construction lending aeggency for the performance of the for this is Issued 3097, Civ. C. ❑. OTHER work which permit (Sec: . APPROVED 1/r THIS APPLICATION Landers Name BECOMES A PERA/T TOTAL FEES PAYABLE AT Lenders Address I certify that I have read this application and state that the above Information Is'oored. X >_ NMEN VALIDATED. TIME OF PERMIT ISSUANCE ❑CASH CHECK - 1168. 1 agree to comply with all ciltyy and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above SI• NATURE AP LICANT OR AGENT — memlaad property for Inspection purposes., ' OWNER CONTRACTOR:•❑ AGENT ❑ BY:kt VALIDATION ��, TE 10 26 9 9/931M THIS PERMIT EXPIRES WITHIN 180 DAYS FROM THE VALIDATION DATE SHOULE\-#ORK NOT BE COMMENCED°.,T; PERMITTEE COPY IIeI urn l o DPW AGK.1C1lLTl.I1\'AI, STA'I'P,MEXI' OF ACK'NOWLI';DGEIMFINT F01Z It1:ST.DI;N'I'iAL .DfVI;LOI'MI?N'I' Sect.i.on 26-8.1 of.' Lhe BulL.e County Code requires this acknowledgement be recorded prior Lo issuance of a building permit, XX 5.00 5.00 1 uccas.ionally generate dust, smoke, noise, and odor. BuLLe CounLy has established cI);ric nl Lural zones wh.ich have as a priority use for product.i.ve agricultural purposes, and residrnt!'c w i I.11.in said zones and on ad jacenL properLy should be prepared Lo .IccepL such i nronvc-ll i ("IfC 0I- d.isconfornl from norma.l, necessary farm operations. All Lhrll. real properly s.itual"e in Lhe County of llutl.c, SLate of (;rrl.ifornin, desuribc-d :I7: follows: PARCEL 2, AS SHOWN ON THAT CERTAIN "PARCEL MAP BEING OF PARCEL 1 AS SHOWN ON THAT CERTAIN MAP FILED FOR RECORDED IN BOOK 113 OF MAPS, AT PAGES 90, 91 AND 92, BUTTE COUNTY, CALIFORNIA", RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 29, 1992, IN BOOK 128 OF MAPS, AT PAGES 5 AND 6. A P 0-- C) Cf Z DaLe:. OCT. 26, 1993 SLcltc of m On this the day of �- --1-, nPr_cnnally anneazed } STATE OF CALIFORNIA BUTTE )ss. COUNTY OF I'lie property clescr i becl herein is adjacent 93-047556 1 Ree Fee I0 I.uld or included within an area zoned I Check for agr.icu I Lural purposes, and residents Recorded 1 of this properLy may be sub jecL Lu .i ncon- Official Records ven i enues or discomfort a r i.s hig from Lhe County of use of: agri.cul.Lural chemicals, including, Butte I blit. not l imil.ed to herbicides, pesticides, Candace J. Grubbs I ;Ind ferL i.l i zers; and from the pursuit Recorder I of, agr.icu l Lural. operalii.ons i nc.l uding, 2:46pm 26 -Oct -93 but. not- Limi Led Lo cul L i vaLi on, plowing, spryly i ng, pruning, and harvesting which XX 5.00 5.00 1 uccas.ionally generate dust, smoke, noise, and odor. BuLLe CounLy has established cI);ric nl Lural zones wh.ich have as a priority use for product.i.ve agricultural purposes, and residrnt!'c w i I.11.in said zones and on ad jacenL properLy should be prepared Lo .IccepL such i nronvc-ll i ("IfC 0I- d.isconfornl from norma.l, necessary farm operations. All Lhrll. real properly s.itual"e in Lhe County of llutl.c, SLate of (;rrl.ifornin, desuribc-d :I7: follows: PARCEL 2, AS SHOWN ON THAT CERTAIN "PARCEL MAP BEING OF PARCEL 1 AS SHOWN ON THAT CERTAIN MAP FILED FOR RECORDED IN BOOK 113 OF MAPS, AT PAGES 90, 91 AND 92, BUTTE COUNTY, CALIFORNIA", RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 29, 1992, IN BOOK 128 OF MAPS, AT PAGES 5 AND 6. A P 0-- C) Cf Z DaLe:. OCT. 26, 1993 SLcltc of m On this the day of �- --1-, nPr_cnnally anneazed } STATE OF CALIFORNIA BUTTE )ss. COUNTY OF ) On 10/26/93 before me, TAMT BART.ow + KELLY L. SORENSON personally appeared + personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s).-or, the entity upon behalf of which the oewruRnuuoruw4uuWuuolwnmiIII fail llulpNtilnlo person(s) acted, executed the instrument. OFFICIAL SEAL is 618221 fn TAMI BARLOW 7, WITNESS my d and official seal. C - NOTAgv PUBLIC -CALIFORNIA INA COUNTY BUTTE tvl.I Sig C mission Explree Nov. 19, 1999 uuunun"n"ounuonllmlrnnunutill III nun"nuo is (This area for official notarial seal) he basis v i dcnce. dged Lhat -a I ned . I W W I TNI';SS I. Puld i c .... .-.tr` ,.�- ,, ;w'in,.�.�., � ..{.wnt. ,�Mu�,cYa•+'+��'�hk��`""z7`'�<;"�$t��>rg��,.,;�R�; j7;�'rfir,� K: tsr. �y ~.` BUTTE COUNTY PARKS DB'VELOPMENT FEB CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Ll Assessor Parcel Number s)y 7R � $� Property Owner Ua , ( �-SV/f 64JS6 Project Location/Address 0 c , P>,%dL/QeH he, C k , Subdivision (2M0_))J�JA Lot Number s ) Residential Development: (check one) . New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Co't •q Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that lbjfdjl >MO873-) X5,3 (Applicant Name) (Phone Number) P 6, 0 °I (Street Address) e0 City ( State )``� ( Zip \,Code ) has complied with the requirements of Butte Co. Resolution,No. 90-140 by, payment for / dwelling units @ $1,189 for total payment of $ /O I CARDep senta e ` Date PAID BY CHECK NO. REMARKS: BANK N0. 11 13 / PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. VI -1 J3 5:1 FM 00102'X NorthStar ENGINEERING Civil Engineers • Planners • Surveyors September 15 1993 County of Butte Building Department. 7 County Center Drive Oroville, CA. 95965 Re: Residence Bidwell Avenue, Chico, CA. AP No. 42-58-54 Gentlemen: I have investigated the flooding potential of the above referenced building site. The recently adopted flood insurance rate map indicates that this site lies within a special flood hazard area inundated by 100 -year flood from Chico Creek. The base flood elevation has been approximated for this particular area based on an analysis prepared by the F.E.M.A. consultant and provided to us by the Butte County Department of Public Works. It should be noted that the consultant's analysis was based upon "the best available information at this time" which included the U.S.G.S. quad sheets and is not a final design. Based on linear interpolation of the F.E.M.A.'consultant's=cross sections, the 100 -year flood elevation is c167..S_:-The _.._._. -- .. ,---rte �-----—^-­.-..-..- .._., _, ,.. _ .� Y .. finish floor elev� ation of the residence shall:be�above ---the-1-0-0--year faood=elevati'on.�,. Elevations can be establishedfroata TBNl, tinorth rim rof;--a`rsewe!71 anhol,ea-located n� ar the=`'southwes.t�corner_="o`f"the V arcel; evat n 16832TU`SG S` I trust this provides the information necessary to process the permit, however, please feel free to contact me should you have any questions. WP12:BIDWELL2 S. No. X257 Very Truly Yours, Mark Adams RCE 34257 Exp. 9-30-95 W. C E. 34257 @.p __ DRLA ATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 807ffI- COUNTY BUILDING DEPARTMENT APPROVED Mandatory Measures Checklist: Residential MF-1 R Certificate of Compliance: Residential Climate Zone 11 NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be supersadled by mc=e 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 Pro ectTltie mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Building Permit 0 DESCRIPTION DESIGNER ENFORCEMENT project Addreas CheckedBY Data Envelope MeasuresChecked Documentation Author Telephone Enforcement Agency UOnly Y • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R-Value. enestration • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). i BUILDING DATA Area % • §150(d): Minimum R•13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ! Conditioned Floor Area Number of Stories North §150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no i $18b/RSISCd Floor Number of -Units East greater than 20 perrtuinch. _ South §118: Insulation specified or installed meets California Energy Commission quality standards. (]Single Family Detached (SFD) [ ] Addition" Alone West Indicate type and form. (] Single Family Attached (SFA) [ ] Existing Building Skylight §116-17: Fenestration Products, Exterior Doors and InfiltratioNExfiltration Controls (] Multi-Family (MF) [ ] Existing-plus-Aftdon Total 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. B UII.DING SHELL INSULATION §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f1: Special infiltration barrier installed to comply with §151 meets Commission quality standards. Component Insulation LocatlOnlComments §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs Type R-Value (Arne, to gtttmm D3dECL eta) 1. Masonry and factory-built fireplaces have: a Closeable metal or glass door Roof ............. b. Outside air intake with damper and control Roof j c. Flue damper and control ..........». Wall ` 2. No continuous burning gas pilots allowed. .............. Space Conditioning, Water Heating and Plumbing System Measures wan ............. Floor""""""' §1"10-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. Floor""'........ §150(i): Setback thermostat on all applicable heating systems. . §150(j): Pipe and Tank Insulation Slab Edge ,,,.i 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 intenonextenor insulation (8-16 or greater). I FENESTRATION Shading Devices g 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. i -Eenestration Alva Type Interior Exterior Overhang Framing Type 4. Cooling system piping below 55°F insulated. - Orientation (it) (single. double) (Yollelr blind, etc.) (shadesereen. ' etc.) (yeslito) (meml/wood) S. Piping insulated between heating source and indirect hot water tank. • §150(ml: Ducts and Fans NOr h 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: duan insulated North ( ) to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. East ( ) 2. Exhaust tan systems nave backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible. ) East ( ) manuarly operated pampers.. SOUCh §114: Pool and Spa Heating Systems and Equipment SOU Cil ( ) 1. System is certified with 78% therman efficiency, on-off switch, weatherproof operating instructions• t no eiectric resistance heating and no pilot light. West ( ) 2- System is installed with: West ( ) a. At least 36' pipe oetween filter and heater for future solar heating. Skylight ....... b. Cover for outdoor cools or out000r spa. i 3. Pool system nas arrectional inlets and a circulation Dump time switch. L TURMAL IMAS5 §115: Gas-tireo cenum turnace. pool heater, spa neater or household cooxina appliance have noType/Covering Area _ Thickness continuously bunno priot fight. (Exception: Non-eiecrncal cooking appliance with pilot < 150 Btu/hr.) (slab/exvosedL tile.etc.) (SO (If1CheS) L.00atiOn/DCSCI1DUOn (kitchen. bath, etc.) Lighting Measures - §150(kl: 40 lumenswar, or greater for oeneral lighting in kitchens and rooms with water closets: and recessed ceding fixtures rC (insulation coven approved. 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 li VAC SYSTEMS i DtICL in ividual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple Ef Efficiency enc Type (furnace. air Efficiency Location Duca Heat orientations, any shading teattue that is varied is indicated in the Special FeattlreslRemarks section. - conditioner, hent vwnv) (A F UES SEER,HSPI� Pump (citric, etc.) R-Value Thermostat Tvne (split t or Designer or Owner (Per BuWnew a ProteeWone code) Documentation Author - ,ni) Name: Name: ' TidWF'em: Tide/Firm: Address:. Address: ' Tele one: Telephone: Lic / IIOT NATER SYSTEMS (dare) (signature)(date) Tank( JVStC111 T Vpe (storage gas, etcJ Capacity Number Eneray Factor R Value Ext. Tank Tns _ _Di.Rrri }nrti l Enforcement Agency Name: Title: Agency: SPECIAL FEATURES/REMARKS .�..�� Telephone: (signature/stamp) (oatel Point System Summary: Climate Zone 11 1. Ceiling Insulation R or lu-vae (3e1 u -value (0.02e] 2. Wail insulation or R -value (191 U -value 10.0651 3. Raised Floor Insulation or R -value (191 U -value [0.0371 4. Slab Edge Insulation or R -value 101 F2 t=w [0.751 5. infiltration Any Ducts in Unconditioned Space? ( Y / N) (Yj Point Scores 6. Fenestration Heat Loss Type U -value (0.65] Total % Fenes. 1161 Sum 1.6 7. Fenestration Heat Gain % Fenestration SCshade open Eff. % Fenes. Shade Eft. Ratio North X East X = South X West X = Skylight X = Overhangs? ( Y / N S. interior Thermal Mass or % Exp. Slab (201 Int MasslCFA 9. Exterior Wall Mass Number of stones -43 R -value One Two Ext Wall Mass R-0 -74 Sum 7-9 10. Heating System R-19 X -4 .2 R-30 AFUE or HSPF Duct Etfic.11 story: Effective AFUE Zonal Control 0 (78% or 6.81 0.83: 2+ story: 0.881 or HSPF Adjustment 101 11. Cooling System .61 X = Sigw Single - .41 SEEFI 110.01 Duct Effic. I sorry: Effective SEER ZOnai,ConUUI to to 0.81; 2+ story: 0.871 to Adjustment 101 12. Water Heating to to to to System 1 to to to or Heater Type Energy Factor Ext Ins. R -value Auxiliary Input Distribution (SG501 (0.531 1121 (None( (STD] System 2 55 .50 .45 40 Heater Type (None) Energy Factor Ext Ins. R -value Auxtaary Input Distribution 1. Ceiling Insulation R-0 Number of stones -43 R -value One Two TTi�ea`- R-0 -74 48 -27 R-19 -5 -4 .2 R-30 .1 .1 0 R-38 0 0 0 2. Wall Insulation .71 Number of stones .61 .56 Sigw Single - .41 .36 Family Family MWlti- R-0 -72 -57 -43 R-11 -7 -6 .4 R-13 -5 -4 =3 R-15 -4 -3 -2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation 1.01 .91 Inad-tilon in Floor .76 .71 Number of stones .61 -value One Two Three R-0 -14 -9 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 2 1 Point Total: 4. Slab Edge Insulation 6. Fenestration Heat Loss S. Infiltration (Duct Air Leakage) Ducts in Unconditioned Space 0 No Ducts in Unconddtoned Space 3 North Number of Stones EastSouthWast R -value One Two Three R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss S. Infiltration (Duct Air Leakage) Ducts in Unconditioned Space 0 No Ducts in Unconddtoned Space 3 7. Fenestration Heat Gain (basep on Shape Effectiveness Rano) Eft North Exterior EastSouthWast (Slabon-grade Construction Only) I wall One ll-vwue % .87 .67 .52 .51 .87 .67 .52 .51 .87 .67 .52 .51 .87 .67 .52 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to to to to to to to or Fenestration more 130 1.20 1.10 1.00 .90 .80 .75 70 65 60 55 .50 .45 40 less 501. -100 -76 -69 -02 •55 48 -41 -38 .34 -31 -27 -24 -20 -17 .13 -10 40116' -77 -58 -52 -47 -41 -36 -30 -27 -25 -22 -19 -16 .13 .11 -0 -5 35% -66 49 -t4 .39 -34 -29 -25 -22 -20 -17 -15 -12 .10 .7 .5 -3 307. -54 -40 -36 -31 -27 •23 -19 -17 -15 -13 -11 -8 .6 -4 -2 0 287.: " •50 -36 -32 _-28 -25 -21 -17 -15 -13 -11 -9 -7 -5 -3 .1 1 26% 45 -33 -29 -25 •22 -18 -14_ .13 .11 -9 -7 -5 -4. -2 0 2 24% -it " -29 -26 -22 -19 -16 -12 -11 -9 -7 -0 "4 -2 -1 1 3 227. -36 -25 --22 -19 -16 -13 -10 -8 -7 -5 -4. -2 -1 1 2 4 120% -31 -22 -19 -16 -13 -11 -a -6 -5 -4 -2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -t .3 -2 -1 1 2 3 4 6 16% -22 -14 -12 -10 -8 -b -3 -2 -1 0 1 2 3 4 6 7 14% -18 -11 -9 -7 "5 -3 .1 0 1 2 3 4 5 6 7 8 12% -13 -7 -6 -4 -2 -1 1 2 3 4 4 5 6 7 8 9 10% -a -1 -2 -1 1 2 3 4 5 5 6 7 8 8 9 10 V. 4 0 1 2 3 4 6 6 7 7 8 8 9 9 10 it 7. Fenestration Heat Gain (basep on Shape Effectiveness Rano) Eft North Exterior EastSouthWast (Slabon-grade Construction Only) I wall One Slgrtlght � ' % .87 .67 .52 .51 .87 .67 .52 .51 .87 .67 .52 .51 .87 .67 .52 .51 .67 .66 '' Fen- or to to I or or to to or I or to to or or to to or or or I sstra- more .86 .66 less more .86 .66 less more .86 .66 less more .86 .66 less mora less Dom I Houses with Ducts (R-42) Exterior �tetbod A (Slabon-grade Construction Only) I wall One Family 1 Three Exomed story I Stones Stories 0 1 -3 18% -5 -4 .3 -2 -21 -20 -15 -12 -26 -23 •16 -12 -36 -32 -23 -16 -75 -50 16% -4 -4 .2 -1 -18 -16 -13 .10 -21 .19 -13 -9 .31 -27 -19 -14 45 -44 14'. -4 -3 .2 -1 -14 -13 •11 -8 -16 -14 -10 -7 -26 .23 .16 -11 .55 -38 127. -3 -2 .1 -1 -11 -10 -8 -6 -12 .10 -7 .4 .21 .18 .13 -8 -46 -31 i1% -2 -2 .1 0 -10 -9 .7 -0 .10 .8 •5 .3 .19 .16 -11 -7 .41 .28 107. -2 -2 -1 0 -8 -8 .6 .5 .8 -7 -4 -2 •16 .14 -9 -6 .37 .25 9% =2 -i .1 0 -7 -7 .5 -4 .6 •5 .3 •1 .14 .42 -8 -5 -32 -22 8% -1 -1 -1 0 -6 -5 -4 -4 -4 -4 .2 0 -11 -10 -6 -4 -28 -19 77. -1 -1 0 0 -5 -4 -4 -3 -3 -3 -1 0 -10 -0 -5 -3 -24 -17 6%, -1 -1 0 0 -4 -4 .3 .2 -2 -2 -1 0 -8 -7 .4 .2 .20 .14 5% -1 0 0 0 -3 -3 -2 -2 .2 .1 0 0 �6 .5 .3 -1 -16 -12 4% 0 0 0 0 -2 -2 .1 .1 -1 .1 0 1 -4 -4 -2 0 -12 -10 3% 0 0 0 0 -1 -1 -1 0 0 0 0 1 -2 .2 0 1 -9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 -3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 8. Interior Thermal Mass Houses with Ducts (R-42) Exterior �tetbod A (Slabon-grade Construction Only) Percent wall One Family Two Three Exomed story -24 to Stones Stories 0 0 -3 3 .2 2 -1 10 5 -2 0.60 -1 8 -1 20 12 0 7 0 i4 0 30 1.20 1 13 1 1.40 1 40 11 3 21 2 13 1 50 18 4 zoo 3 19 2 60 1 5 0 3 85% 2 70 5 6 3 4 2 2 90 7.8 8 8 5 5 3 90 1 9 8.3 6 11 3 100 5 10 2 6 8.7 4 13 11 Method B 4 2 Ira AC Slilb Floor -15 Raised Fim Mass (AFUE or HSPF z duet efficiency) stories Effective -4 Stones -17 iCFA One Two Three One Two Three 0.0 -11 -0 -6 -1 .1 0 0.1 -10 -7 -6 0 0 0 0.3 a 4 -5 1 1 1 0.5 -8 -5 -4 2 2 2 1.0 -6 -3 -1 4 4 5 1.5 -4 -1 1 6 6 6 2.0 -2 2 4 8 8 8 2.5 1 3 5 9 9 9 3.0 3 '6. 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses with Ducts (R-42) Exterior Single- Single- Mufti wall Family Family Family Mass Detached Attacned -24 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 i4 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 zoo 24 19 14 10. Heating -System Houses with Ducts (R-42) 1000 Water 1Mw g SEER to Pam Score Houses With Ducts (R42) 1499 -30 Sold Pckg -25 or -24 to -14 to Sum of 1.6 16 or AC Gas Split Pkg -25 •24 -14 -4 +6 16 AFUE HP HP or to to to to or - 9SPF NSPF less -15 -5 +5 +15 more 78% 6.8 6.6 - 0 0 0 0 0 0 807. 7.0 6.8 1 1 1 1 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 AC AC Effective AFUE or HSPF -15 -5 +5 (AFUE or HSPF z duet efficiency) more Effective -4 .6 -17 Sum of 1-0 -7 5.0 Gas Split Pkg -25 -24 -14 .4 +6 16 AFUE HP HP or to to to to or -0 Kw HSPF less -15 -5 - +5 +15 more One Story House 0 0 0 0 8.1 7.9 33% 2.9 2.8 -62- '-53 0 44 -34 .25 -16 407. 3.5 3.4 -40 -34 -28 -22 -16 -10 507. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 7.0 6.8 -11 A -7 33% 2.9 2.8 -69 .58 48 -37 -26 -15 40% 3.5 3.4 -46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 -13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 907. 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System . Houses with Ducts (R-42) 1000 Water 1Mw g SEER to Pam Score Sum of 7.9 1499 -30 Sold Pckg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 .5 +5 +15 more 10.0 9.7 0 0 0 0 o 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 N an Effective SEER 5 3 (SEER z duct efficiency) IE N Elf SEER -21 -12 Sum of 7-9 Split Pckg -25 or -24 to -14 to -4 to +6 to 16 or AC AC less -15 -5 +5 +15 more One Story House -4 .6 -17 -12 -7 5.0 4.9 •29 -23 -17 -11 -4 0 6.0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 -0 -4 .3 -1 0 . &0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0. 11.0 10.7 12 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 12.6 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House 5.0 4.9 -35 -27 -20 -13 -5 0 6.0 5.8 -21 -17 -12 -8 -3 0 7.0 6.8 -11 A -7 -4 .2 0 8.0 7.8 -4 -3 -2 •1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 12.6 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 it 7 3 0 Adjustment for No Tank intafsdoo Numuer of waw Hwem Water Heater Tyce One Two SG50 .2 .5 SG: S .3 a SE .5 -4 HP .2 -4 House Sita Adjustment Hose Size (h) Subtotal less 1000 Water 1Mw g loan to Pam Score 1000 1499 -30 47 .5 -25 -14 .4 -20 -it -3 -15 -9 .3 -10 -6 -2 . .5 3 4 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 14 4 House Sire Adjustment SG50 AO House sae M Subtotal ism 2000 Water Heating to or Pont score 1999 more 30 0 3 -25 0 2 -20 0 2 -15 0 1 -10 0 1 5 0 0 0 0 0 5 0 0 10 0 1 15 0 -1 20 0 -2 25 0 .2 Zonal Controi Adjusttaent All 6 5 4 2 1 0 17- Water Heating Ow Waren Hester - No Atts Mwy Ctsdits Dfanbtton Sytaem2 Recta systems waw c unatn ErwV SM HwR PipNo TimDow Hester Tvoet Zones Factor POU Imul tan SG50 AO am 0 3 1 -0 -5 0 0.62 5 e 6 .4 0 5 0.73 8 it 9 0 4 8 SG75 N 0.48 .2 1 -1 -12 -7 .2 0.511 3 6 5 -5 -1 4 am 7 10 8 -1 3 7 SE N 0.87 -20 -12 -17 -01 32 -19 0.93 -17 -0 -13 38 -28 .16 IG, N an 2 5 3 IE N OM -21 -12 HP 6.11,13,15 1.80 4 7 5 -5 -1 4 Two Water Heaters -,No AnzMary Credits. SG50 N am -7 -4 .6 -17 -12 -7 0.63 1 5 3 a -4 1 0.73 8 10 8 -2 2 7 SG75 , N Us -12 -0 -11 -22 -17 -12 OSB •1 3 0 -11 -0 -1 0.68 6 9 7 .4 1 6 SE N 0.87 •22 -14 -19 18 -35 -22 GM -16 -7 -12 -39 -28 -15 IG N 0.80 -4 -1 3 IE Al 0.93 -21 -12 HP 6.11,13,15 1.80 -1 3 1 -to -6 0 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) 8%91 Bldg. Permit # 93-- 3e (v OWNER.- �t.�S�� A. P. # —!S; -4 - Plan Checker GENERAL ;� oning requirements: (sideyards and number of permitted living units). &hs ua ion. signed by designer. Proper description of work on application. 5z -misting violations on property. :, _ �.tems�,ont;�data.Y:sheet.:;.:(W,.C: ,=�fees��Health,ysDevelopei=�-Fees;ti�Lcen'se''�law,-'ete-)::- d notice of violation. PLOT PLAN Xl_ C•�'ete parcel size and dimensions. Setbpdeks, sideyards, easements, etc. mer buildings or structures. rading, fills, drainage. r. Flood hazard. .a -.—Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). -7".— FAU & FAS road setback. uilding or utilities across lot lines (Record form). FLOOR P li ete to scale plan with dimensions. Ngeequ�idwindows for light and ventilation (Sec. 1205). uired windows for second exit (Sec. 1204). kylights (Chapter: 34 .&* Sec. 5207)-. ;n impact glass (Sec. 5406). 6 P red room sizes, ceiling heights (Sec. 1207). CIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main - t ance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical Gagas equipment. 1 r e firewall, door size, and closer (Sec. 503(d)(3)). 1 - 0" exterior exit door (sec. 3304 (f). 1 F' a ace and wood stove location, alcoves, and clearance. e detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1, Standard bracing or engineered design (Table 25V) mal shape, size, or split_ level house requiring lateral design. erestory requiring balloon framing and/or engineering. story building requiring engineered calculations and plans. ion plan complete enough to construct building. 64�dor construction details complete enough to construct building. /elevations andwall construction details complete 8. Roof construction details complete'enough to Rareplace construction details and calcs if W,Rafter ties.or bearing -ridge beam. -llll arage door or -porch -header sizes'. l tud heights. dobe soils - special foundation design. taining walls requiring 'design. 1 Special Inspection required. enough to construct building construct building. necessary. RESIDENTIAL PLAN CHECKING GUIDE .s MISCEL NEQUS'fTEMS`TO�LOOK OUT FOR 1 Stairway details: landings, rise and run, head clearance, handrails . 3305). ardrail details (Sec. 1711 & 3306(j). ck or stone veneer, (Chapter 30). 4. terior plaster - weep screeds (Sec. 4706). 5.r roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). FvAk-insulation - protection.. -- 36" halls and stairways. ver garage - complete 1 -hour separation including supporting walls and posts, etc. e is on three-story dwellings (sec. 3303 & see 11. access and ventilation (Sec. 3205). 1rcoml, rfloor access and ventilation (Sec. 2516). 1 scion air for fuel burning appliances - L.P.G. e requirements on duplexes. 1 ergy design. 1 Flashing at all exterior openings. responsible area requirements. required on garage side Mezannines - 1716). requirements. CERTIFIt,-ATE OF COMPLIANCE: Residential Page 1 CF -1R ------------------------------------------------------------------------------ Project Title: SORENSON 31.05s (BASE CASE) Run: 159 16 -Aug -93 Project Address: LOT 2 BIDWELL AVE. SORENSON 3105s (BASE CA CHICO, CA. Building Title: SORENSON 31.05s (BASE CASE) Document Author: BOB METZGER Telephone: 865-9688/342-9688 Build,in Permit # rr -- �7 Y Plan fej ate Compliance Method: CALRES2 Version 1.30 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: BUILDING SHELL Component Type --------------- Wall Ceiling Floor Door Wall FENESTRATION Orientation North North East South South West North East South South West INSULATION Insul 1R= alue'> 131 ,38' 19 �r 13 3105 ft2 SFD Single Family Detached 180 deg (South) 1.00 Raised floor Assembly U -value Location/Comments 0.088 Outside 0.029 Attic 0.037 Crawlspace 0.330 Unconditioned 0.088 Unconditioned Area U- ----- ---- ---------------------------------------- 4,63.0 . 1.0 Interior• 189J.0= 5.0 Interior Interior Exterior Overhang Frame (f,U )"value ----- ----- Panes ----- Shading ---------- Shading ---------- and Fins -------- Type -------- 99.0 0.650 2 Std Drape None Overhang Metal 12.5 0.650 2 Std Drape None Overhang WdDr/Div 41.0 0.650 2 Std Drape None Overhang Metal 93.0 0.650 2 Std Drape None OH+Fins Metal 25.0 0.650 2 Std Drape None Overhang Metal 17.8 0.650 2 Std Drape None Fins WdDoor 100.0 0.650 2 Std Drape 'None OH+Fins WdDoor 32.5 0.650 2 Std Drape None OH+Fins Metal 11.0 0.650 2 Std Drape None None Metal 20.0 0.650 2 Std Drape None OH+Fins WdDoor 65.0 0.650 2 Std Drape None OH+Fins Metal 28.0 0.650 2 Std Drape None None Metal THERMAL MASS Type Exposed? ----------------- lntmassl Yes Intmassl Yes i3UTTE COUNTY Area Thick (M) (in) Location/Comments BUILDING DEPARTMENT ----- ---- ---------------------------------------- 4,63.0 . 1.0 Interior• 189J.0= 5.0 Interior APPROVED V CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 HVAC SYSTEMS Type -------------------------- Furnace Air cond. -- central split WATER HEATING SYSTEMS Duct Location fficien_n and R -value 0.80 AFUE h Attic R-5.6 10.00 SEER Attic R-5.6 Distrib Water Water # of. Energy Volume Wrap System Name Type Heater Name Heater Type HtrsFactor �_ (gal) R-val ,s ------ ----- -------------------- 40.STOR.W/H Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 00.63 40 0 40.STOR.W/H Standard StandardGas Storage gas 1 Q0.63 40 0 EATER HEATING SYSTEMS MISC Solar savings System Name fraction 40.STOR.W/H -- 40.STOR.W/H -- Solar system type ------------ WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE StandardGas 85% -- Rated Input (kBtuh) 35.00 Wood stove Wood stove boiler? boiler pump? ---------- ------------- No No No No Pilot Standby Tank Light Loss R -value (Btuh) -------------- ------ HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) -------------- ------------- ------ -------- None Pipe Insul Insul diam (in) thck (in) R-value ------------------------- SPECIAL.FEATURES, REMARKS, AND NOTES 1. Zone_'L_V_G-SPGa has non-standard internal gain of 46895 Btu/day. The standard value for this zone is 38444 Btu/day. 2. JZone 'B/R -SPC has non-standard internal gain of 39680 Btu/day. The standard value for this zone is 28131 Btu/day. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, and Notes section. DESIGNER OR OWNER SORENSON CONSTR. W. SORENSON 13999 POTOMAC DR. MAGALIA, CA. 873-0940 Lic #: WA Signed ENFORCEMENT AGE Name: Title: Agency: Telephone: DOCUMENTATION AUTHOR BOB METZGER BOB METZGER O.D.S. 113 E. WALKER ORLAND, CA. 95963 865-9688/342-9688 S—(-7-0e� L � i V, - • 1 . Signed . Date COMPUTER METHOD SUMMARY Page 1 C -2R 7 ------------------------------------------------------------------------------- Project Title: SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 Project Address: LOT 2 BIDWELL AVE. SORENSON 3105s (BASE CA CHICO, CA. Building Title: SORENSON 3105s (BASE CASE) Building Permit # Document Author: BOB METZGER Telephone: 865-9688/342-9688 Plan Check / Date Compliance Method: CALRES2 Version 1.30 Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.05 Space Cooling 15.19 Water Heating 8.41 Total 37.66 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation Number of Dwelling Units: Number of Stories: Field Check / Date Proposed Design --------------- 13.64 13.56 9.52 -------- Complies 36.73 Yes 3105 ft2 SFD Single Family Detached 180 deg (South) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 2 Total Conditioned Volume: 25915 ft3 Conditioned Footprint Area: 3105 ft2 Ground Floor Area: 3105.ft2 BUILDING ZONE INFORMATION OPAQUE SURFACES Surface Floor U- Insl Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) (ft2) ------------ B/R-SPC ------- 1312 --------------------- 10824 Conditioned ------.------ CEC_Standard ------ 2'0" ------ 13.2 LVG-SPC, 1793 15091 Conditioned CEC-Standard 210" 18.3 OPAQUE SURFACES Surface Area U- Insl Tru SO Construction Type (ft2) ------ value ----- Rval ---- Azm --- TO --- Gns --- Type ------------ Location/Comments -------------------------- ---------- Zone = B/R -SPC Wall 141.5 0.088 13 0 90 Yes W13.2x4.16 Outside Wall 363.0 0.088 13 90 90 Yes W13.04.16 Outside Wall 255.7 0.088 13 180 90 Yes W13.2x4.16 Outside Wall 142.2 0.088 13 270 90 Yes W13.2x4.16 Outside Ceiling 1312.0 0.029 38 -- 0 Yes R38.202.16 Attic Floor 1312.0 0.037 19 -- 180 No FC19.2x8.16 Crawlspace COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Fenestration Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------------- Zone = LVG-SPC Azm --- Tlt --- Type ------- Type -------- Name Comments ------------ ---------- -------------- Zone = = B/R -SPC ---- Door 17.8 0.330 0 180 90 No 2868Wood Unconditioned Wall 251.3 0.088 13 0 90 Yes W13.2x4.16 Outside Wall 58.5 0.088 13 90 90 Yes W13.2x4.16 Outside Wall 14.0 0.088 13 135 90 Yes W13.2x4.16 Outside Wall 78.3 0.088 13 180 90 Yes W13.2x4.16 Outside Wall 178.2 0.088 13 180 90 No W13.2x4.16 Unconditioned Wall 14.0 0.088 13 225 90 No W13.2x4.16 Unconditioned Wall 291.0 0.088 13 270 90 Yes W13.2x4.16 Outside Wall 17.7 0.088 13 315 90 Yes W13.2x4.16 Outside Ceiling 1387.0 0.029 38 -- 0 Yes R38.2x12.16 Attic Ceiling 211.0 0.029 38 270 19 Yes R38.2x12.16 Attic Ceiling 211.0 0.029 38 90 19 Yes R38.2x12.16 Attic Floor 1793.0 0.037 19 -- 180 No FC19.2x8.16 Crawlspace PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ----- ---------------------------------- Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name Comments ------------ ---------- -------------- Zone = = B/R -SPC ---- W1 -N1 Wind 25.0 0 90 Fixed Metal Double W2 -N1 Wind 10.0 0 90 Slider Metal Double W3 -N1 Wind 25.0 0 90 Slider Metal Double W4 -N1 Wind 10.0 0 90 Slider Metal Double. W5 -N1 Wind 12.5 0 90 Fixed WdDr/Div Double W1 -E1 Wind 10.0 90 90 Slider- Metal Double W2 -E1 Wind 6.0 90 90 Slider Metal Double W3 -E1 Wind 9.0 90 90 Slider Metal Double W4 -E1 Wind 8.0 90 90 Slider Metal Double W5 -E1 Wind 8.0 90 90 Slider Metal Double W1 -S1 Wind 21.3 180 90 Slider Metal Double W2 -S2 hind 25.0 180 90 Slider Metal Double W@FDR-W4 Wind 17.8 270 90 Fixed WdDoor Double Zone = LVG-SPC W1 -N2 Wind 9.0 0 90 Slider Metal Double W2 -N2 Wind 20.0 0 90 Slider Metal Double W@FDR1-N3 Wind 16.7 0 90 Fixed WdDoor Double W@FDR2-N3 Wind 16.7 0 90 Fixed WdDoor Double W@FDR3-N3 Wind 16.7 0 90 Fixed WdDoor Double COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FENESTRATION SURFACES continued GLAZING CHARACTERISTICS Glazing Charactr Glazing Name Type ------------ --------- Double Clear INTER -ZONE SURFACES # of U- SC GIs Panes value Only ----- ----- ------ 2 0.650 0.880 Interior SC Int Shade Type Shade ---------- ------ Std Drape 0.780 Exterior SC Ext Shade Type Shade ---------- ------ None 1.000 Surface Area Insul Construction Type (ft2) U -value R-val Type Comments ----------- ------- ------- ----------------- --------------------------------- B/R-SPC/LVG-SPC Wall 292.0 0.431 0 2x4Stud INTER -ZONE VENTILATION Vent/ Open Vent Type Area __7 ----------------------- ----- B/R-SPC/LVG-SPC Low/High 20.0 High Vent Height Area. Diff Comments ----- ------ ------------ 0 61811 Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments ------------ ---------------- -------------- W@FDR4-N3 ---- Wind ----- 16.7 --- 0 --- 90 ------- Fixed -------- WdDoor Double W1 -E2 Wind 9.0 90 90 Slider Metal Double W1 -E3 Wind 12.5 90 90 Slider Metal Double W1 -S2 Wind 11.0 135 90 Slider Metal Double W3 -S2 Wind 11.0 225 90 Slider Metal Double W@SDLT1-S3 Wind 13.3 180 90 Fixed Metal Double W@SDLT2-S3 Wind 13.3 180 90 Fixed Metal Double W@FRTDR-S3 Wind 20.0 180 90 Fixed WdDoor Double W1 -S4 Wind 45.0 180 90 Slider Metal Double W1 -W2 Wind 20.0 270 90 Slider Metal Double W2 -W2 Wind 20.0 270 90 Slider Metal Double W3 -W2 Wind 25.0 270 90 Slider Metal Double W@FDR1-NW1 Wind 16.7 315 90 Fixed WdDoor Double W@FDR2-NW1 Wind 16.7 315 90 Fixed WdDoor Double SL1-C2 Skyl 6.0 -- 0 Fixed Metal Double SL2-C2 Skyl 8.0 -- 0 Fixed Metal_. Double SL3-C2 Skyl 8.0 -- 0 Fixed Metal Double SL4-C2 Skyl 6.0 -- 0 Fixed Metal Double GLAZING CHARACTERISTICS Glazing Charactr Glazing Name Type ------------ --------- Double Clear INTER -ZONE SURFACES # of U- SC GIs Panes value Only ----- ----- ------ 2 0.650 0.880 Interior SC Int Shade Type Shade ---------- ------ Std Drape 0.780 Exterior SC Ext Shade Type Shade ---------- ------ None 1.000 Surface Area Insul Construction Type (ft2) U -value R-val Type Comments ----------- ------- ------- ----------------- --------------------------------- B/R-SPC/LVG-SPC Wall 292.0 0.431 0 2x4Stud INTER -ZONE VENTILATION Vent/ Open Vent Type Area __7 ----------------------- ----- B/R-SPC/LVG-SPC Low/High 20.0 High Vent Height Area. Diff Comments ----- ------ ------------ 0 61811 COMPUTER METHOD SUDDIAR1' Page 4 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ W1-N1 ------ 510" ------ 510" ------ 290" --------- 114" --------- 910" --------- 16'8" W2 -N1 510" 2'0" 290" 114" 15'0" 13'8" W3 -N1 590" 5'0" 210" 114" 17'6" 892" W4 -N1 51011 2'0" 210" 1'4" 22'6" 6'?" W'5 -N1 51011 21611 2' 0" 1141t 31611 24'8" W1 -N2 31011 3'0" 21011 114" 1'0" 16'6" W2 -N2 5'0" 41011 2'0" 114" 14'0" 21611 W@FDR1-N3 6' 8" 29611 81011 11411 17011 14'6" W@FDR2-N3 61811 2'6" 8'0" 1'4" 42011 11'6" W@FDR3-N3 61811 29611 81011 1' 4" 11'6" 41011 W@FDR4-N3 V811 21611 81011 V411 14'6" 11011 W1 -E1 59011 21011 2) 011 V411 44'0" 69011 W2 -E1 31011 21011 21011 1' 4" 40'0" 10' 0" W3 -E1 3' 0" 31011 21011 11411 31'0" 18' 0" W4 -E1 41011 21011 21011 11411 18'0" 32'0" W5 -E1 4'0" 21011 2'0" 114t1 10'0" 40'0" W1 -E2 31011 31011 18'0" 19411 210't 5' 0" W1 -E3 5'011 21611 89011 19411 10' 0" 3' 6" W1 -S1 51411 4'0" 210" 8" 3'4" 718" W1 -S2 5'6" 2'0" 12'0" 10" 290" 15'0" W2 -S2 5' 0" 51011 21011 1' 4" 15'0" 51011 W@SDLT1-S3 61811 2'0" 16'0" 41011 39011 5'0" W@SDLT2-S3 61811 21011 16'0" 41011 71611 6" W@FRTDR-S3 6' 8" . 3' 0" 161011 49011 59011 20011 W1 -S4 71611 6' 0" 2$611 19811 41611 11611 W1 -W2 5'0" 49011 2'0" 1'4" 39011 28'0" W2 -W2 51011 41011 2'0" 194" 14'0" 17'0" W3 -W2 51011 5' 0" 29011 114" 27'0" 3' 0" W@FDR1-NW1 61811 29611 24'6" 11411 16'0" 14'6" W@FDR2-NW1 61811 296" 24'6" 19411 19'0" 11'6" FINS Left Fin -------------------------- Right Fin Fenestration -------------------------- Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height ------ ------ glzng glzing ----- ------ ------------ W@FDR1-N3 ------ 61811 ------ 21611 ------ 61011 ------ ----- 8' 0" .11411 ------ 1.9011 -- W@FDR2-N3 6' 8" 2161' 61011 .8' 0" 1' 4" 49011 -- W@FDR3-N3 6%811 21611 61011 8' 0" 19411 111611 -- W@FDR4-N3 61811 21611 6'0" 8'0" 1'4" 14'6" -- W1-E2 31011 31011 1810" 81011 11411 21011 -- W'1-E3 51011 21611 -- -- -- -- 81011 8' 0" 19411 611 W'1 -S1 5' 4" 41011 21611 911011 2' 6" 31411 -- -- W1-S2 59611 21011 -- -- -- -- 131011 8'011 10" 41011 W@SDLT1-S3 6'8" 2'0" -- -- -- -- 14'0" 12'0" 5'4" 5'0" W@SDLT2-S3 61811 21011 -- -- -- -- 1.4'0" 12'0" 5'4" 61/ COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: SORENSON 3105s (BASE CASE) Run: 159 1.6 -Aug -93 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FINS continued Left Fin Right Fin •-------------------------- -------------------------- Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ W@FRTDR-S3 6'8" 310" -- --. -- -- 1410" 1210" 5'4" 2'0" W1 -S4 7'6" 610" -- -- -- -- 810" 1210" 310" 116" W1 -W2 51 0" 410" -- -- -- -- 12'0" 810" 114" 27'0" W2 -W2 510" 410" -- -- -- -- 12'0" - 810" 114" 1610" W3 -W2 510" 510" - -- -- -- 12'0" 8'0" 114" 290" W@FDR-W4 698" 2'8" -- -- -- -- 46'6" 810" 114" 10" W@FDR1-NW1 618" 216" 610" 810" 114" 190" -- W@FDR2-NW1 678" 216" 610" 810" 114" 410" -- - THERMAL -MASS SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- ------------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type -------=------------------ Efficiency ---------- Vol Cond- Area Thck Heat duct- Construction Insd Air cond. -- Mass Name (ft2) (in) ---- Cap ---- ivity ----- Type ------------ Rval ---- Location/Comments ------------------ ------- -------------- Zone = B/R -SPC ----- 0.80 AFUE Attic R-5.6 ACsplit10 Air cond. -- central split 10.00 SEER TM1-B 321.0 1.0 19 1.04 Tile 0 Interior Zone = LVG-SPC TM1-L 142.0 1.0 19 1.04 Tile 0 Interior TM2 189.0 5.0 22 0.47 Brick 0 Interior SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- ------------------ -------------------------------- None HVAC SYSTEMS Duct Location System Name System Type -------=------------------ Efficiency ---------- and R-value ------------- -------------- Zone = B/R -SPC GasFurn.80 Furnace 0.80 AFUE Attic R-5.6 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-5.6 Zone = LVG-SPC GasFurn.80 Furnace 0.80 AFUE Attic R-5.6 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-5.6, COMPUTER METHOD SUMMARY Page 6 C -2R Project Title: SORENSON 3105s (BASE CASE) Run: 159 16 -Aug -93 WATER HEATING SYSTEMS Distrib Eater Water # of Energy Volume Wrap System Name Type Heater Name Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val ----- -------------------- 40.STOR.W/H Standard ------------ StandardGas Storage gas 1 0.63 40 0 40.STOR.W/H Standard StandardGas Storage gas 1 0.63 40 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 40.STOR.W/H -- -- No No 40.STOR.W/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Eater Recovery- Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 85% -- 35.00 -- -- -- HYDRONIC DISTRIBUTION.AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES. 1.• Zone 'LVG-SPC' has non=standard internal gain of 46895 Btu/day. The standard value for this zone is 38444 Btu/day. 2. Zone 'B/R -SPC' has non-standard internal gain of 39680 Btu/day. The standard value for this zone is 28131 Btu/day. ,, --------------------------------------------------------------------------------- ------ -------------------- --- -- --- ----------------- ---------------------------------------------------------- Project Title.......... MASTER PLAN Date........ 01/01/93 Project Address........ MASTER PLAN --------------------- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; exfiltration controls Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone........... 11 --------------------- ----------------------- ------------------------------------------------------------------------------- ;. _MICROPAS4 v4.01 File-. Wth-CTZ11S92 Program -FORM MF -1R,. ' User#-MP1000 User -BOB METZGER 0 D S Run-=;�,;_: --------------------------------------------------------------------- only. 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 o y. BUILDING ENVELOPE MEASURES Ih� L o nforce- er_� ment *150(a): Minimum R-19 ceiling insulation. �'L�L 150(b)• Loose fill insulation manufacturers labeled R -Value. tt *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. E -� 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 i 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. E t© � • ash - -- __. _. .. _ .. _._. __ ._ _. _ ... .. _. _. _ . . . :: 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. - - -- -- — - 110-13: HVAC equipment, water heaters, snowerheaas ana faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. �-ll 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot ( 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures - IC (insulation cover) approved. - - -- -- — - IF APPLIES GENERAL NOTES SHEET -E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Tb 6E CAULKED,SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. .EXHAUST FANS TO HAVE.BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. w DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT _ACCESSABLE FROM I NS I DE F. P. AREA c ) FLUE _DAMPER TIGHT -FITTING 8 _ READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER lal°1. l U.M.C. 8 INSULATED (I" I NSUL . . GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. R-, V 4�• 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9, W.H. TO HAVE. a) V-6" HIGHT PLATFORM. b) . VENT THRU ROOF.. 0 ADEQUATED CONBUSTABLE AIR VENTING_ d) R -4A NSULATION 5'-0" TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) R-4 INSULATION ON CIRCULATING SYSTEM. s) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- TON TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY : I WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUTSIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. 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