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061-490-026
t 0a 061=49"0-026, 92-,31'23 BPEM C(D i 49c BRbwg-, Mark -'F 107 oremanCr'e rovjl� '1-49 &k"fRd0rovil1e P -26 ,contr. Quality 'Const kPPLICATION FOR DETERMINATION new sf, --4-1.3-92 061-490-026 PERNIT#97 f1945 BROWN, Mark & Linda 107 Foreman Creek Rd. ,•Orovile 061-490-026. Cont: Quality Const. t' d & CERTIFICATE OF COMPLIANCE New Pri Det Garage eAl -DOROTHY L MPTATTMI 061-490-026 01-0623 BROWN, MARK & LINDA 107 FOREMAN CREEK RD CROVILLE CONT: QUALITY CONSTRUCTION SF ADDITION�'%?n,2,(J 061-490--026 01-2431 ?5_7" BROWN, MARK & LINDA# �?_ 107 FOREMAN CRK RD, OROVII CONT: MIKE HURST ELEC ELEC SERVICE CHANGE 061-490-026 . 02-0989 BROWN, MARK & LINDA 197 FOREMAN CREEK RD., ORO CONT: QUALITY CONST. NEW DECK.V-,Y\c Li 3309-12 U61 -49U--= MISCELLANEOUS Electrical PROPANE GENERATOR (20 KW) 107 FOREMAN CREEK RD BROWN, MARK A & LINDA f76) D 0 0 � � c ❑'► a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT . 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 107 FOREMAN CREEK RD Owner: Permit NO: B08-1272 APN: 061-490-026 BROWN, MARK A & LINDA Issued Date: 07/03/2008 By KCG Permit type: MISCELLANEOUS 107 FOREMAN CREEK RD Subtype: Electrical BERRY CREEK, CA 95916 Expiration Date: 07/03/2009 Description: PROPANE GENERATOR (20 KW) (530) 589-2457 Occupancy: Zoning: U Contractor Applicant: Square Footage: J A D BUILT GENERAL CONSTRUCT J A D BUILT GENERAL CON', Building Garage RemdUAddn 777 DUNSTONE ROAD 777 DUNSTONE ROAD OROVILLE, CA 95966 OROVILLE, CA 95966 (530)533-7484 (530)533-7484 Other Porch/Patio Total FEE INFORMATION DBE Generator Instltn-Per KW u $358.94 Total Charged: $358.94 Fees Paid: $358.94 Balance Due: $0.00 Receipt No: B7886 LICENSED CONTRACTOR'S DECLARATION OWNER /BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License J A D BUILT GENERAL CONST 863207 / B / 08/31/2009 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 I HEREBY AFFIRM UNDER PE ALN OF J RY that I am licensed under provisions of Chapter 9 (commencing with Sectio 0 of ' i ' usin s ions Code, and my license pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) sin full force and ffe of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 07/03/2008 penalty [$500); Please check one of the following: Con ctor ignature Date ❑ 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 Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ,,,,,, 444 HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: action 3700 of the Labor Code, for the performance of the work for which this permit is issue My Workers' Compensation insurance carrier and The Contractors License Law dows not apply to an owner.of the property who builds or improves policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier. State Fund Policy Number: 713-0015284 Exp. Date:01/01 Contractors License Law.). (This section nee not be completed if the permit is or one hun red dollars ($100) or less.) I AM EXEMPT under Section B. & P.C. for this reason: F-1 ❑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,d agree that if I should become subject to the workers' 'n X 07/03/2008 compensation provisions f Secti 7 abor Code, I shall forthwith comply with those Owners Signature Date provisions. X 07/03/2008 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 Signature Date WARNING AI RE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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 AND SHAVL BJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRE T0USAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGE S PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewa�iisize representatives of Butte ATTORN S FEES. County to enter the above mentioned pro arty for inspeereby certify thatI am the property owner or am auth rize d o the pro �- 07/03/2008 l,� CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permitta [SIGN] Pr Date the performance of the work for which this permit is issued. (3097 civ. code) r 1:1 Owner R Contractor for Owner DAgent for Contractor FILE COPY Lenders Address City State Zip • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # -i2 "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name &Wwid First Namp. I Mailing Address C) 7 /01 -MAO) e City State �,� Zip 9$ Phone c Fax E-mail l� CONTRACTOR Name Address ? ��� city l��i State, I Zip l Phone 3-3 3 %q Fax E-mail Lic. # �v Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail PROJECT LOCATION API OC�p� Property Address.V City r ' WORKER'S COMPENSATION Policy Number 71 30O f S 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 DESCRIPTION OR SCOPE OF WORK. A)6 ZD 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 I No Occ. Type Const, d GUARDIANT11tCOMMERCIAL SERIES y e e ac Power Systems, Inc. STANDBY POWER AT. ITS QUIETEST. `•:IULTRA-QUIET'OPERATION -'Standard sound attenuated enclosure with Quiet -Test- feature for near -silent operation during weekly exercise. j �. 50 TO•`150 kW WITH SINGLE & THREE PHASE VOLTAGE U240 kW WITH THREE'PHASE VOLTAGE. 4.OPTIONAL ACORROSIONAESISTANT ALUMINUM ENCLOSURES. + 1 t LARGER FUECEFFICIENT,ENGINE-MODELS AVAILABLE, • UL LISTED, -. For: saf6applicatio6s`and installations Oversees the transfer switch and exercise functions. The controller has a built-in governor control, monitors utility voltage and displays system faults such as overcrank, overspeed, low oil pressure and low battery. GUARDIAN Elite commercial standby generators has been designed with two things in mind: sound and affordability. The Quiet -Test`" feature makes them the quietest. The engineering, design and sourcing makes them the most affordable. Generac Power Systems' HALF AS LOUD exclusive Quiet -Test"' feature DURING means ultra -quiet operation Y2 EXERCISE during the unit's weekly self - testing period. When normal utility power is present, Quiet -Test allows the generator to run at reduced. speeds, thereby lowering sound pressure by 50%. This is especially important in areas where residences or other businesses are close by. No other manufacturer offers this patent pending feature. Some Elite models feature larger displacement engines that run at slower speeds. This gives you an additional choice at various kW output levels to select the model best suited to your customer's requirements, while offering better fuel efficiency and longer life. Other options include aluminum enclosures and multiple voltage outputs in higher amp transfer switches. Best of all, these units and options are the most competitively priced in the market! 7 LED Indicator Lights Standard High Temperature Shutdown Standard Low Coolant & Low Oil Pressure Shutdown Standard Overspeed Shutdown Standard Automatic Voltage Regulator with Over Voltage Protection MODEL RATED kW ENGINE r QT020 20 1.51- / 4 Cyl.. QT025 25 2.5L / 4 Cyl. QT030 30 3.01. / V-6 QT040 40 3.9L / V-6 QT050 50 3.OL / V-6 QTO70 70 3.9L / V-6 -Voltage Regulation (at steady state from no load to 100% load) t 1.0% - Frequency Regulation (at constant state from no load M 100% load) t 0.50 Safety Fuse Standard 2 Amp Battery Charger Standard (except 20 kW 1.5L model) Engine Warm-up 10-15 seconds Engine Cool -down 1 minute Engine Start Sequence Cyclic cranking: Initially 15 sec. on, then 7 sec. rest, 7 sec. on. 90, sec. maximum duration Starter Lockout Starter cannot re-engage until 5 sec. after engine has stopped. Mode Switch CONTROL FUNCTIONS: Full - Auto Utility failure / 7 day exerciser system monitoring, Shutdown - Off Position Stops unit. Power is removed. Control and charger still operate and LED indications, Quiet- - Manual/Test Start with starter control, unit stays on. If utility fails, transfer to load takes place. Test" control Automatic Weekly Exerciser Standard (with selectable low speed exercise) BUTTE (;UU. � 'Models with the R-100 digital controller can only use RTS transfer switches. f APPRo _ D J c2045 &k 30-40 kW Low Coolant & Low Oil Pressure Shutdown Digital Readout of AC, kW, KVA, Power Factor I Isochronous Governor Control Predictive Maintenance Reminder 2 -Amp Battery Charger Overcrank Protection Emergency Stop The full featured H-100 boasts , Automatic Voltage Regulator Standard Standard Standard Standard Standard Standard Standard 55-70 kW 80-150 kW MMODEL` *RATEO kW 1 ' 2;ENGl QT0551 C = 557;'S$ `5:40/,V-8 i WM,QT0700N,4,'&70,�'`� 6:�8L}L,V10' .QT080* 9;: .80`- ` Z', r"5.0. '1002 :^'. i5.4Lr1 V-8?: % }127100 $t- ::s '100:!'-W!,F6:8U/:V-10=;< '•3:�QT130i' �'_";�`�.:='130!f'•:_:�:�::6.8L/V=10' 't,'<QT150��1f 4150 ial.�f.6.8Lx/.V-10;x+.- 32-bit processing for quick and , simultaneous monitoring for key with Over Voltage. Protection Variable Voltage Settings Standard Allows matching WF to load for more Due to the advanced technology utilized in the H-100 generator functions., including consistent output; prevents excessive controller it is mandatory that service provider obtain factory authorized training. Please consult your voltage and engine protection; eng engine lugging under load to protect motors and improve motor starting GUARDIAN Service Training representative for details. governor' regulation., , I - Voltage Regulation t 0.25% (at steady state from no load to 100% load) CONTROL FUNCTIONS: All - Frequency Regulation Isochronous R-100 control functions plus Start/Stop Control Programmable auto -crank feature - Full range standby 32 Bit -Microprocessor Single point of control for engine generator and transfer switch functions operation, Full system status Sealed Casing Protects against vibration, dust, heat, moisture, corrosion, radio & electromagnetic interference.and static 3 phase sensing voltage 3 -Phase Sensing Protects motor by balancing voltage across all 3 phases regulator, Fault protection '' Fault Protection Provides total generator winding protection under all fault conditions U� for generator windings RS232 & RS485 Outputs Computer connections for remote monitoring and remote adjustments usTeo 'Models with the PowerManager H-100 controller can only use HTS transfer switches. I FEATURES 100, 200 and 400 Amp transfer switch options: RTS transfer switches are NEMA 3R, outdoor rated and come with or without service disconnect. Whisper -Test'" feature: Reduces noise by lowering engine speed during the generator's weekly self -test cycle. The ultra -quiet sound level is comparable to o car at idle, 50% quieter than when the generator is operating under normal load. Superior paint: Textured powder -coat paint process provides consistent coverage and better bonding to seams and exposed edges. GUARDIAN Elite — Steel Enclosure (tan) 20kW......................................................5336 25kW...................................................... 5324 30kW...................................................... 5259 45kW...................................................... 5261 45kW.................................................... 5340` ' California emissions compliant model. All generators 30kW and below are emission compliant. LIQUID -COOLED STANDBY MODELS QuietSource — Aluminum Enclosure (gray) 18 kW ...................................................... 5399 25kW....................... :.............................. 5338 35kW...................................................... 5420 45kW...................................................... 5421 Larger homes and small businesses require larger generators. Four QuietSource" and five GUARDIAN Elite'" models (18 - 45kW) feature automotive -style liquid -cooled engines. Their higher power output and quiet design provide up to complete whole -house coverage during an electrical outage. • Continuous Fuel: All models run on LP gas or natural gas, providing continuous fuel and reduced emissions. • Automotive Engines: GUARDIAN Elite models are powered by in-line 4 -cylinder automotive engines; QuietSource models 35kW and 45kW ore powered by V-6 engines. • Whisper -Testi": All models feature the patented Whisper -Test low -speed exercise mode for quieter weekly self -test. • Transfer Switches: Sold separately. See page 7. GUARDIAN Elite GUARDIAN Elite models (20kW, 25kW, 30kW and 45k", the best value in liquid -cooled standby generators, come with an all -steel enclosure with a superior RhinoCoat'" paint finish for unmatched durability. The 45kW model is also available as an emissions -compliant 'green' model for sale in California. QuietSource The QuietSource line (18kW, 25kW, 35kW and 45k", premium liquid -cooled generators, features larger engines operating at lower speeds to reduce sound output. Standard corrosion -resistant aluminum enclosures are ideal for salt air coastal conditions. GUARDIAN Elite (tan, steel) i aue'.J __ WHISPER -TEST C �L US LISTED ° r ° — — — -- QuietSource _= Z--= ZZ- _� �= c =_ (gray, aluminum) `Z kW MODEL kW MODEL GUARDIAN Elite — Steel Enclosure (tan) 20kW......................................................5336 25kW...................................................... 5324 30kW...................................................... 5259 45kW...................................................... 5261 45kW.................................................... 5340` ' California emissions compliant model. All generators 30kW and below are emission compliant. LIQUID -COOLED STANDBY MODELS QuietSource — Aluminum Enclosure (gray) 18 kW ...................................................... 5399 25kW....................... :.............................. 5338 35kW...................................................... 5420 45kW...................................................... 5421 Larger homes and small businesses require larger generators. Four QuietSource" and five GUARDIAN Elite'" models (18 - 45kW) feature automotive -style liquid -cooled engines. Their higher power output and quiet design provide up to complete whole -house coverage during an electrical outage. • Continuous Fuel: All models run on LP gas or natural gas, providing continuous fuel and reduced emissions. • Automotive Engines: GUARDIAN Elite models are powered by in-line 4 -cylinder automotive engines; QuietSource models 35kW and 45kW ore powered by V-6 engines. • Whisper -Testi": All models feature the patented Whisper -Test low -speed exercise mode for quieter weekly self -test. • Transfer Switches: Sold separately. See page 7. GUARDIAN Elite GUARDIAN Elite models (20kW, 25kW, 30kW and 45k", the best value in liquid -cooled standby generators, come with an all -steel enclosure with a superior RhinoCoat'" paint finish for unmatched durability. The 45kW model is also available as an emissions -compliant 'green' model for sale in California. QuietSource The QuietSource line (18kW, 25kW, 35kW and 45k", premium liquid -cooled generators, features larger engines operating at lower speeds to reduce sound output. Standard corrosion -resistant aluminum enclosures are ideal for salt air coastal conditions. �_'< '- =_€ QT020 & QT025 4 1 QT035 & QT045 i t t� _= QT060 & QT070 t� "= M== __=__ QT080, QT 100, QT130 & QT150 FEATURES R-100 Controller PowerManager• H-100 System control: Offers quick access and simultaneous monitoring of key generator functions. 20,000 - 150,000 WATT UNITS GUARDIAN Elite *Commercial standby generators offer estates, restaurants, gas stations, offices and other businesses maximum blackout protection and multiple configurations for minimal investment. Unlike the GUARDIAN pre -configured models, the Elite units are built -to -order and come in single and three phase voltages and cost $1000's less than competitive units. GUARDIAN Elite generators offer the same technology found in our Generac® Telecom generators, which is the #1 Selling Generator in the Telecom Industry. GUARDIAN Elite units QT020-QT060 feature the R-100 controller with built-in governor to monitor utility voltage, overcrank, overspeed, coolant temperatures etc. It also oversees the transfer switch, exercise functions and Whisper -Test' feature. These models require a RTS transfer switch. Elite models QT070 - QT150 are monitored thru the PowerManager® H-100, which offers quick access and simultaneous monitoring of all key generator functions, including engine protection, voltage and governor regulation. These models require a HTS transfer switch. • Whisper -Test: Patent -pending feature makes the GUARDIAN Elite 50% quieter during weekly self -testing cycle • Enclosure Options: Steel (tan) or aluminum (gray) • Safe Design: UL listed / automatic voltage regulation and electronic governor for sensitive electronics • Continuous Fuel: Units configured to run on natural gas or LP gas • Transfer switch sold separately: See page 9 for suggested transfer switch Whisper -Test' feature: Reduces noise to a whisper by lowering engine speed during the generator's weekly self -testing cycle. The ultra -quiet mode sound level is comparable to a car at idle. 50% quieter than the competition. Enclosure available in steel (tan) or corrosion - resistant aluminum (gray): Aluminum is corrosion - resistant and ideal for coastal areas with harsh salt -air conditions. Superior paint: New textured, powder coat paint process provides consistent coverage and better bonding to seams and exposed edges. • 114111D-COOLED%ENERATORS' Transfer switches sold separately. Suggested transfer switches are listed. SEE BACK COVER FOR ORDERING INFORMATION. Corrosion resistant aluminum enclosures available for all units for an additional cost. 1. i T @ ��w( GUARDIAN byGeneracPowersys[ems,IncElite @gig Eulfi. B -. ffiIIEB35C�E Ji�� >I�?.=?} _____ jA 1 @ e_ii ..mac?, 3= = ` L� HIT—l? £�� - f- Fy@@8y •�G� r Ak f t:; QT1 30 130 ��1y-'i= 2@�� aa�Y4� 1 a'-.,`9 i�'€6n==E_.��—_�c. t "-y M_- S Z -'�1Dt �r,.`4 E3a=___v-E=YfC4 k l✓ed8� 2�® 1 L 4. yJ '•�st � �� �+� ��`a7#• x t'��ry�'�=_st?; �'- xq.�";£y?�'Sf'��j��a��-�r Ate}.., O UL Listed 2200 ua r�u ;;wk���*'sic USTEO 20-25 kW 30-40 kW 55-70 kW 60-150 kW i i I I I I I I I I t I I I I I I I Eu VALUE 292 Rated Power LP/NG kW r20't 25 30 40 7750 55 Rated Amps @ 60Hz wy'v.jc. 120/208V, 30, 0.8pf 243 278 r 347 451 120/24OV, 10, 1.Opf* z N/Af N/A N/A N/A 208 ;: 229 292 120/208V, 30, 0.8pf �`' '` 83 3 ��-- 87 104 139 173 , ; 191 277/480V, 39, 0.8pf N/A .=` N/A 45 60 :' 75 '`=" 83 105 Engine Speed @ Load `3600 -=': 1800 1800 1800 `3600 • 1800 ...' 3600 Alternator Speed ';;:3600' `°y 1800 1800 1800 :': 3600 w: 1800 3600 Engine ''f.K 4 -Cil _ 2.51L 4-Cyl 3.OL V-6 3.9L V-6 3.OL V-6 5.4L V-8 3.9L V-6 Fuel Consumption @rated power 2061 Sound Emissions dbA @ 7 meters LPG cu.ft/hr (galW) 153 (4.2)x:• 1500.1) 163.5 (5.9) 216 (4.4) 272.6 (7.49) 300.0 (8.24) 381.7 (8.24) NG cu.ft/hr =" '369'`=a. 375 412 555 '-.'681 756 962 Sound Emissions dbA @7meters =' HTS 200-600 HTS 200-600 HTS 200-600 HTS 300-800 Dimensions (L" x W' x H") 97 07 x 48"' Avg. Sound Level @ Full Load '#y' 76 `" 69 73 73 75 73 -75 Avg. Sound Level @ Exercise i 62.5 , =; . S9 60 60 61 59 61 Suggested Transfer Switch RTS 100-200- RTS 100-200 RTS 100-200 RTS 100-200 RTS 100-300 HTS 100-300 RTS 200-400 Dimensions (L" x W" x H")* 71x29.5x*36 71x29.5x36 77x34x46 77x34x46• 89x34x48" 97x37x48 89x34x48" Unit Weight Obs.) =:.1020 1050 1431 1658 1590 1973 I 1164 DEALER NET ALUMINUM ENCLOSURE (Net)' NNW 'for 20-40 kW single phase models, see GUARDIAN Dealer Program. "*Height does not include measurement of exhaust stack. See individual specification sheet for pictures & dimensions. 'Unit Weight (lbs.) to be determined. ,fwC Model t I I VALUE t I VALU 150 I I: I QT100 100 QT1 30 130 Rated Power LP/NG kW 80 .;100 ` = Rated Amps @ 60Hz 120/24OV, 10, 1.0pf 292 333 417 417 542 625 120/208V, 30, 0.8pf 243 278 347 347 451 520 277/48OV, 30, 0.8pf 105 120 150 150 195 226 Engine Seed @ Load 1800 2650 3600 2300 3000 3600 Alternator Speed 1800 1800 3600 1800 1800 3600 Engine 6.81- V-10 5.41- V-8 5.41- V-8 6.81- V-10 ( 6.8L V-10 6.81- V-10 Fuel Consumption @ rated power LPG cu.ft/hr (gal/hr) 408.8 (11.12) 436.5 (12.00) 545.2 (14.98) 500.0 (13.74) 108.7 (19.48) 817.9 (22.47) NG cu.ft/hr 1020 1100 1374 1260 1786 2061 Sound Emissions dbA @ 7 meters Avg. Sound Level @ Full Load 73 74 75 `' 74 74 76 Av . Sound Level @ Exercise 60 . 61 62 61 .- 61 62'' -- Suggested Transfer Switch HTS 150-400 HTS 150-400 HTS 200-600 HTS 200-600 HTS 200-600 HTS 300-800 Dimensions (L" x W' x H") 97 07 x 48"' 116 x.37 x 55". 116 x 37 x 55". 116 x 37 x 55' 116 x 37 x 55" ( 116 x 37 x 55" Unit Weight (lbs.) 2185 2573 2311 2705 2873 j 2666 DEALER NET ALUMINUM ENCLOSURE (Net)' "Height does not include measurement of exhaust stack. 'Unit Weight (lbs.) to be determined See individual specification sheet for pictures & dimensions. Refer to the specification sheets at www.guardiangenerators.com . for the most up-to-date information. Model RTS U� LISTED U� LISTED Model HTS SP® RTS TRANSFER SWITCHES (Single-phase and Three-phase) RTS transfer switches are designed for a wide variety of applications that require up to 400 Amps. The RTS is integrated with the R -Series digital controller and operate only with standby generators thru 60kW. HTS TRANSFER SWITCHES (Single-phase and Three-phase) HTS transfer switches, designed for simple monitoring, operation and maintenance are constructed to ensure superior performance. The HTS is part of an integrated system and operates only with GUARDIAN Elite commercial -series generators (70-150k" with H-100 controller. All switch components are front adjustable and removable for programming and servicing. RECOMMENDED MODEL SWITCH QT060 ................ RECOMMENDED MODEL SWITCH QT018 ........................RTS 100 QT020 ................ RTS 100-200 QT025 ................ RTS 100-200 QT030 ................. RTS 100-200 QT035 ................ RTS 100-200 QT045 ................ RTS 100.200 RECOMMENDED MODEL SWITCH QT060 ................ RTS 100-400 QT070 ................ HTS 100-400 QT080 ................ HTS 100-400 QT100 ...............HTS 200-600 QT130 ................HTS 200-600 QT150................HTS 300-800 MODEL AMPS VOLTS ENCLOSURE RTS.N-100A3 100 120/240V to NEMA 3R RTS -N -100G3 100 120/208V 3. NEMA 3R RTS.N-10013 100 120/240V 10 NEMA 3R RTS.N-100K3 100 277/480V 10 NEMA 3R RTS -E -100A3• 100 120/240V to NEMA 3R RTS.N.200A3 200 120/240V to NEMA 3R RTS -N -200G3 200 120/208V 3o NEMA 31Z RTS.N-20013 200 12on40V 3. NEMA 31t RTS -N -200K3 200 277/480V 3o NEMA 3R RTS.E.200A3' 200 120/240V to NEMA 3R RTS.N.400A3 400 120/240V to NEMA 3R RTS -N -400G3 400 120/208V 3. NEMA 3R RTS -E -400A3• 400 120/240V 3. NEW 3R •with service disconnect MODEL AMPS VOLTS ENCLOSURE HTS.N.150K 150 277/480V 3. NEMA 1 or 3R HTS -N -200K 200 277/480V 3. NEMA 1 or 3R HTS.N.300A 300 120/240V to NEMA 1 or 3R HTS.N.300G 300 120/208V 3. NEMA 1 or 3R HT$.N-3001 300 120/240V 3. NEMA 1 or 3R HTS.N.300K 300 277/480V 3o NEMA 1 or 3R HTS.N.400A 400 120/240V to NEMA 1 or 3R HTS.N.400G 400 120/208V 3o NEMA 1 or 3R HTS.N-4001 400 120/240V 3o NEMA 1 or 3R HTS.N.400K 400 277/480V 3. NEMA 1 or 3R HTS.N.600A 600 120/240V to NEMA 12 or 3R HTS-N.600G 600 120/208V 3o NEMA 12 or 3R HTS.N-6001 600 120/240V 3o NEMA 12 or 3R HTS.N.600K 600 277/480V 3o NEW 12 or 3R HTS.N.800A 800 120/240V to NEMA 12 or 3R HTS.N.800G 800 120/208V 3. NEMA 12 or 3R HTS.N.800K 800 277/480V 3o NEMA 12 or 3R WIh9y y' v n■I�" M' num■�ru4arno�■■aw Use this handy guide, found in your Dealer Program Booklet, to determine the correct product codes for a GUARDIAN Elite liquid -cooled generator and transfer switch. • Model Selection — GUARDIAN offers the broadest line of commercial generators in the industry (18 -150W). There's a generator to fit every application. • Voltage Options — Single-phase and three-phase voltage options • Wel Options — Natural gas or LP gas • Enclosure Options — Premium painted steel (tan) or corrosion -resistant aluminum (gray) • Transfer Switch Options — Multiple Amp ratings, normal at service entrance -rated switch types, voltage ratings and enclosure types F91 ' 1. •.� ... .7 �.<. 1W.-IM24EM CONFIDENTIAL All transfer switches are UL 1008 Listed to meet safety and performance standards. ul UL Listed 1008 ' Transfer switch enclosures vary in NEMA rating. SEE BACK COVER FOR ORDERING INFORMATION. ' RTS 100-400 AMP Designed for a wide variety of applications that require up to 400 Amps. NEMA 3R models are intended for outdoor use to provide a degree of protection against falling rain; undamaged by the formation of ice on the enclosure. RTS transfer switches can"I be used with the models listed in the chart to the right. MODEL RATED kW ENGINE QT020 20 1.51- / 4 Cyl. QT025 25 2.5L / 4 Cyl. OT030 30 3.01. / V-6 QT040 40 3.91. / V-6 QT050 50 3.OL / V-6 QT070 70 3.9L / V-6 Voltage 120/240, 10 1 120/208, 30 1 277/480, 30 120/240, 10 ,120/240, 10 1 120/208, 30 277/480, 30 120/240, 10 120/240, 10 1 120/208, 30 Load Transition Type Open Transition Open Transition Open Transition Open Transition Open Transition (Automatic) 100 w/Serv. Disc. QT100 w/Serv. Disc 6.8L Enclosure Type NEMA 3R NEMA 3R NEMA 3R NEMA 3R NEMA 3R Withstand Rating (Amp) 10,000 10,000 10,000 10,000 18,000 Dimensions (H"xW"xD") 24x20x7 24x20x7 136x24x10 24x13x11 -20z15x7 1 20x15x7 1 48x30x12 I 24x13x1 I 36x24x10 48x30x12 Unit Weight (lbs.) 1 65 90 1 160 DEALER NET (NEMA 3R) HTS 100-800.AMPuLListed tool Designed for simple monitoring, operation and maintenance. Common controls and LED lights are conveniently located on front door panel. All components are front adjustable and removable for serviceability. HTS transfer switches can only be used with the models listed in the chart to the right. "MODEL ` :RATED kW .' _` ENGINE QT055 55 5.4L/V-8 QT070 70 -.,6.8L/V-10 OT080 80 5.4L/V-8 ' QT100 100 5.4L / V-8 QT100 100 6.8L OT130 130 6.81. / V-10 J QT150 .=.150 6.8L / V-10 Voltage' :' zf'=.'<t " := 120/240, 10 120/208, 30 277/480, 30 120/240, 10 120/208, 30!277/480, 30 120/240, 101120/208, 30 211/480, 30 120/240, 10 120/208, 3-01277/480, 3o Load Transition Type ;i ; Open Transition Open Transition Open Transition Open Transition Enclosdre Typi6 :> NEMA 1 / 31? NEMA 1/ 311 NEMA 1 / 311 NEMA 1/ 31? Withstand Rating (Amp) 14,000 25,000 25,000 35,000 Dimensions (H"xW"xD") 36x24x10 36x24x10 36x24x10 136x24x1048x30x12 36x24x10.36x24x10 48x30x12 Unit Weight (Ibs.)'="-.::- _I§L_A 160 F 160 166 166 1 175 6 1 166 1 185 220 1 220 241 DEALER NET,(NEMA 1); , DEALER NET (NEMA 3R) ° 120/240, 101120/208, 301277/480, 301120/240, 101120/208, 30 1277/480, 30 1120/240, 101120/208, 30 1211/480, 30 Load Transition Type,':': Open Transition Open Transition Open Transition Enclosure Type';; #;h, NEMA I/ 3R NEMA 12 NEMA 12 Withstand Rating (Amp) 35,000 4_2,000 65,000 Dimensions (H" x W" x D") 36x24x1036x24x101,48x30x12 60x36x20 60x36x20 Unit Weight (Ibs.) 222 222 1 245 650 1 650 1 660 700 700 110 DEALER NET (NEMA 1/12) DEALER NET (NEMA 3R) NEMA RATINGS - NEMA 1 models are intended for indoor use primarily to provide a degree of protection against contact with the enclosed equipment in locations where unusual service conditions do not exist. NEMA 3R models are intended for outdoor use as they provide a degree of protection. a gainst falling rain; undamaged by the formation of ice on the enclosure. NEMA 12 models are intended for indoor use primarily to provide a degree of protection against dust, falling dirt, and dripping non -corrosive liquids. ITO PLACE AN ORDER ` 4 WARRANTY Fax Order To ............... . 11.11........... Information/Questions .. .......... . . Call Direct ............................. m or irack Oruers .................... ) GUARDIAN SERVICE TRAINING ................ GUARDIAN TECHNICAL SUPPORT f � , � For more information, visit our web site 'at wwwguardiangenerators.comfo_ r Authorized Service Centers Onty Fy _ fvowner's manuals,``specireafion,sheets, brochures and service manuals. tRTS'-TRANSFER-SWITCH (Single& Three_P-hase)`) The RTS transfer switch (100-400 Amp) is designed for a wide variety of applications that require up to 400 Amps. The RTS is integrated and operates only with.* GUARDIAN Elite Commercial generators with the R-100 digital control panel. HTS TRANSFER SWITCH (Single & Three Phase) The HTS transfer switches (100 - 800 Amp) are constructed to ensure superior performance and are designed for simple monitoring, operation and maintenance. The HTS is integrated and operates only with GUARDIAN Elite commercial generators with the PowerManager H-100 controller. All switch components are front adjustable and removable for serviceability. Use the required transfer switch with only GUARDIAN Elite Commercial Series models. Use the GUARDIAN Elite Easy Order Selection Guide form to complete Elite product code orders.:, _ MODEL SELECTION Broadest line of generator kW in the industry. A generator to fit every application. MULTIIPLE VOLTAGES Single and three phase voltage option FUEL`OPTIONS Natural Gas*or LP gas ENCLOSURE OPTIONS Steel (tan)• or corrosion -resistant aluminum (gray) TRANSFER SWITCH OPTIONS Multiple amp ratings, voltage ratings and enclosure types - • ... : S _ I R! Elite DY Genera Power Sys[emc Inc OUAFIDIAM[lile REQUIRED MODEL SWITCH ;QT0207.:.."" ..:.---:.:..RTS•100-200') QT025 ...........RTS 100-200 QT035 ...........RTS 100-200 QT045 ...........RTS 100-200 QT060 ........... RTS 100-400 QT070 ...........HTS 100-400 QT080 ...........HTS 100-400 QT100 ..........HTS 200-600 QT130 ...........HTS 200-600 QT150 ...........HTS 300-800 1 OUAFIDIAM[lile EASY ORDER SELECTION GUIDE GWR01•N ELBE CBNNEPC PRaayCTS ONLY. To aa.rmn• T• cprrq v�OpNm :Ape• Ipr a GS .NR Eli. k..—B•nararr L10 vansbr rMYlr.Np pia •.p• pabw • v.mc1 coop R . 1.. —1 To Wp an aWr, amaN yr .. as o.avua coda• 1p yow 1n•A• pw.lt pu na.a voasmrR ax s<aD1. -I= lOpaon 26 F.O1N o FOB boar. Clu -W 6Nm'nvnb V Pa mM d arpar. SIEP I STEP 2 1 IN x•ngp [Nfm• SMP 3 1 STEP 4 r t. rp•I STEP 5 STEP 6 (••m11B• 1nuW eL 11NN•W0; /4 a,. L1 11111LYInI xlrrl Ur.• I 4.w.f I4mtRx r.NnR t 20 1 I5La6500� C 10 ' tN •Ns Gtayv.1 25 I5L :1600 �N S x,9 S.N �bmrystf I 75 21LO760 M C.I x,Y i ;N �Mxnu.1• IS EIS O76l" Lp x,Y 11.1170. I ' 60 a7600m I A. N.Y S. ]O 68.01 0®N I AS.[ x,Y S,1 1 b I IB.a76W RYI N. E.N ' S.N 100540 )600 Rirlx k RY S.N 500 i3axwv=:• fro 6dtCacwlr+:r+ 1i.1 NJ LmIW Erlm+m truCr i•b4 Sntpx l,pr Nap 2•vq Y04•a• fcbwatTT' rm eaawmwls►aa ln_ .,,.,..a, ......e.I 1 ..aa.. ..1r.. roman tR SR .lpRb 41.ISR 1p,lq N IBY 4p.N 1 li 1 _ . rm --NR I —N—��m irciim lNs�IOON,pvl'--'Isr nx n¢ S� 156ffixaim —lfl----t.I. . I 1,J _F4 i `- nw wawatsatt i _ � . 2s al—lic NOTE: THERE ARE NO R—S. OR C<NCELL.•TIONS ON GWR01AN ELBE ORDERS. TN* EM—ENT 4 BLr4R sp.ox..a..e o......a.P m ay......P.. ORDER ONCE p•YNEM IS RECErvEO. . e A May 2, 2001 Butte County Building Department Martha Subject: Brown Residence 107 Foreman Creek Road, Oroville To Whom it may Concern, We have reveiwed the truss calculations that were performed by Christian Chappell of Alpine Engineered Products, Inc. for Longfellow Lumber Co. Inc. on the subject property. The revised calculations that are a part of this resubmittal match the design of the remodel and addition as indicated on our documents. If you have any questions please feel free to give us a call. Sincerely, Kevin Pressey Architect #C25741 Ken Marr Structural Engineer #780 KEVIN PRESSEY ARCHITECT 3749 GRAND POINT LANE ELK GROVE, CALIFORNIA 95758 Telephone (916) 684-5388 May 2, 2001 Butte County Building Department Martha Subject: Brown Residence 107 Foreman Creek Road, Oroville To Whom it may Concern, We have reveiwed the truss calculations that were performed by Christian Chappell of Alpine Engineered Products, Inc. for Longfellow Lumber Co. Inc. on the subject property. The revised calculations that are a part of this resubmittal match the design of the remodel and addition as indicated on our documents. If you have any questions please feel free to give us a call. Sincerely, Kevin Pressey Ken Marr Architect Structural Engineer #C25741 #780 KEVIN PRESSEY ARCHITECT 3749 GRAND POINT LANE ELK GROVE, CALIFORNIA 95758 Telephone (916) 684-5388 od;IWIP7 OoeeXICZ . ......... . ....... ... ... ... . . ......... .. ...... BUTTF-Coumfy- -t . ....... --,�IjLDING DEPARTMENT' P-P.p VF D — _� ter. /d, 7-4 1 � (Ili ! � �.rl i✓ +�. • .�d �- �/ 4 _rte x �. :.POT- 7710 -�-�-�-- s OPP ,00lG Z, 671-�l 7-71 a�7 ;14r Ae J-2 '7. 13 4 -- � r � art o gttFESS/®41 •••e6000.•••• No. 780 �+ d so EXP. 9/30/ • 90 `�fATf 6FC�11�oR o,OE-1 v/C.. N vi JI Zz/ - a myr lw-f� xzcp� "o, 3712! 57 Ae- 7-V pe Ila � �d 2�Z..P�v a NOTES RESIDENTIAL 061-490-026 d� 01-0623 BROWN, MARL{ & LINDA OZ-oqg? 107 FOREMAN CREEK RD OROVILLE CONT: QUALITY CONSTRUCTION SF ADDITION Coc /(1*417 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date I p,el M _157- I ELECTRIC I Meter By.-Date/D/ �4'1 J JOB FINALED (Date) In :2 Signature /4L-cn_ - ,/ = OK ` 4. 0'= Not'OK 1. = Not Applicable MOBILE HOMES = Not Ready 2. Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Well Clearance 8 Disconnect 2. Soils; Special MH Support Sketch S. 3. Sewer; Location -Test -Fall -C/O -Concrete I MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ /'LPG 3. 7. Well Clearance 8 Disconnect 4. S. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 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 Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 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 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date 7. Card B-1 Date Card B-1 Date 8. Card 0-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements f 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-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r f 4 r •t J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date derfloor (Plans) OK except #'s Date Zo ing-Setbacks-Easements-Flood-Slope Date tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Stee l-Blockouts- Wrapped Date 6a. Ho Downs and Special Anchors Date 01ab, Steel -Wrapped Date 8. Pi -Fireplace Ftg.-Steel Date D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plemups & Ducts; Clearance -Material -Support -Ins. ers-Sills-Anchor Bolts-Joists-Vents-Crippies ess & Ventilation Insulation Date ELECTRICAL (Permit) OK except #'s Ferre & Transformer Clearance -Ins. Protection (2 Elec. Receptacles Spacing -Lights & Switches at Doors z Boxes & No. of Conductors Stapled o stalled Close to Edge of Studs & C.J. Equi . Ground made up w/Mech Fasteners -Bond Gas & Water 1-2A,11 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu o AI- .C. Wire Size / / ga Cu o 30. Range Circle / / ga Cu or AI -Oven Circ. /6 / ga Cu or At Insulated Neutral O No 1 ervice-Riser Conductors & Ground Main Disconnect q ip. Clearances Panels-Motors-Mech. Equip. Clo es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P LIMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle er Pipe; T & Anchor -Nail Protection W.V.; tti Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access Date eiffts2ub & Shower, Second Floor -Tub Access Date C22 v6as Pipe; Sixe & Anchors Date FRAMING (Permit) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Ferre & Transformer Clearance -Ins. Protection (2 Elec. Receptacles Spacing -Lights & Switches at Doors z Boxes & No. of Conductors Stapled o stalled Close to Edge of Studs & C.J. Equi . Ground made up w/Mech Fasteners -Bond Gas & Water 1-2A,11 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu o AI- .C. Wire Size / / ga Cu o 30. Range Circle / / ga Cu or AI -Oven Circ. /6 / ga Cu or At Insulated Neutral O No 1 ervice-Riser Conductors & Ground Main Disconnect q ip. Clearances Panels-Motors-Mech. Equip. Clo es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ICAL (Permit) OK except #'s A�ucts Insulation & Support Vet Fan, Exhaust above insulation . Condensate Drain & Overflow, Size & Grade urn ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 9 tic 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 lls Proper Materials & Anchors L441 -Walls Studs -Nailing Spacing & Braces -Plates -Sound 142/4earing Walls over Girders & Floor Nailing 4 Drap Stop in Walls (rat proof) 44 iI Stops, Furred Ceilings -Stairs -Chasers -Tubs ,o&Aeaders & Beams -Size & Bearing ►ingle & Duplex) Date FRAMING (Continued) H ngers-Post Caps -Anchors -Connectors Sj!ap. Joist-Rftr. Ties-Purlin-Roft Brac.-Truss-Sfiling. -Ring. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 9. is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 43brm. Windows or Exiting Doors -Sill Ht. & Dimensions ora a Fire Protection Framing 2. operty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits &,4j9.—Sprcs, Width -Headroom -Rise -Run -Landing -Fire Protection . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Si ing-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access #53. Glazing Area -Glass Protection -Skylights -Plastic Shear alts; Nailing -Bolts race Interiterio P nels 61. Insulatic -Waeilings 62. Infiltration -Walls -Windows Date Card B-1 q Date Card B-1 Date Card B-1 Date Card B-1 Date L (Plans) OK except #'s E t. Steps -Door & Sidelight Protection -Landings Or Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection W'Bedroom Exiting �8 ' Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels fairs & Rails Fireplace or Stove, Clearance -Hearth U4—'ET,ec. Outlets at Wood Panel, Int. & Ext. t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter 4�A�rage Fire Door; Swing -Landing -Closure amper ,(.;d --Mr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection I tion -Foam -Looked in Attic ( Guard Rails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Driv — J alkss J No/Planters J Yes .5,17o 83. Stucc oJWniY A.C. Unif'DiSconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground L§96,.0 lass Protection orrections from Previous Inspections . G Test -Meters Tagged, Gas -Electric 112"Water & Sewer Connected -C/O to Grade -HD Approval Energv Compliance Certificate -Other Certificates Address Posted Date and B-1 Date Card B-1 Date p"j,�ard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER -06 2,=f PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address ands ould be corrected. Please notice this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, please contac is office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P R o. (Rev. 12/96) APPLICATION AND PERMITi- ASSUrf P�ROfL,jJUMg�R6 4C�(� /VEL ZONINU BUILDING PERMIT _ OWNER BROWN MARK & LINDA TELEPHONE SO. FT. OCC. BUILDING VALUATION 2294 r 123 876.00 . OWNERS MAIUNG ADDRESS 4335 MOCKING BIRD WY FREMONT CA 94555 1560 C 20 280.00 CONTRACTOR'S NAME UALITY CONSTRUCTION TELEPHONE 534-6489 594 U 10 692 00 688 0 4,816.00 CONTRACTORS MAILING ADDRESS 559 OAKVALE AVE. OROVILLE CA 95966 REMODEL 40 000.00 CONSTRUCTION LENDER Fireplace I A 1 500.00 LENDER'S MAIUNG ADDRESS Total Valuatlon $ 201.1 4.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 996.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 647-73 BUILDINGADDRESs 107 FO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1687 2 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 Each Trap 12 7.0054.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑. Addition EX Remodel ❑ Utilifies ❑ Installation ❑ Other ❑ Describe Work: SF ADDITION Gas piping system 1 - 5 outlets 15.00 ic) nn Building sewer 15.00 15 00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 8000 R LESS Main Service zo.A VOR 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 //J 7 Lic. NO. - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the �! performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensation insure a carry. r and policy number are: Carrier _57 ATe in i _ Main Service TO + 46.00 WEL200A NEW CONST, DWEWNG OCCUP. U OR ADDNS. ( & ACC. BLDS. SO 3.50FT. ppµpE°g,p ' MuLTI.OIlTLEr 97.50 POWER APPAPATUS a SINOLE OUTLET CIR. EX. Occup. OUTLET OR FDRURES SAL .so Ex. Occup.Ops Ao -°Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3.00 PERMIT FEE $ 142.93 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 3 4.50 PERMIT FEt $ 175.00 Policy Number n 0 - O (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 rth ith com ith those provisions. X _ Date _ Sig sture of Applicant - ❑ Owner Contractor ❑ A e t An OSHA permit is required fover 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R3 U CONST. TYPE VN TOTAL FEE $ 2225.16 MAZ D FEES IMP X I FLOOD X I CDF X I PARCEL X I PD I X HD X ISSUE X This permit is hereby issued under of the Butte Cou Code and/or indic e f `ich fees have �g _ By /V�V PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 02-101 Date 6/2y oz Date ReceiptNo. 315096/639.25//325169/$1585.91 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ? E.H. USE ONLY s � Not Plan Attached Floor Plan Attached Sant to B.O. APO O TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _m"2agwn �O7 ��l-�,C�l� _ D��� 716-6 Z Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other ow+�, I, 41. %_�_a w nn(n(Q,e iea/t� , O I n li9i►'��V low a j Qtj c,v, oK .. final for: O.K.Final clearance IN& -141 Ik :+ . .�Specialist ICOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION- -> 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET ` OWNER: , ASSESSOR PARC L4 qo—oa(o Proposed Building Use: C", F:- Building Inspector: Date: 31Q 3 10 1 - At time of permit application, I wis advised the following data must be submitted prior to pe proc sing and/or issuance: Date Received By ❑ '*. All items have been submitted-------------------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ------=----------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------------------- --------- 04E, eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------- ❑ 8. Hazardous Material Form. -------------------------------------------------------- ❑ 9.anufactured Home data and Inst llation ins ctions including Tie Down ©°1 U. Fees of $�1�_-�___�-- —a= �. Impact fees as shown on the attached schedule.`' --a California Department of Forestry plan approv ees. - ' --'-- 13. Flood elevation certificate. ------- K. Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for ,,: ; ° required. Request to Building Inspector on 0261. Contractor's license information. (Number, Maine Style, Classification). #3----------------------------- 2. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- 024. Letter of signature authorization. ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ---------------------------=- - ---=----------=------=----------------------------- 027. Manufactured ------- - - - -------------- Manufactured Home utility clearance. ----------- --=------=--------------------=-----=--=-=-------=-------=-----`_ 028. Existing violations and/or expired permits. ------------------- X729 0433 k ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ \/ 50.Other: ii. .12-- 61 i-17 (Date) you issue the e,rl!mit, pro��f(�s as follows ❑Mail to owner, ❑Mail t oirtractor. r `fi��"i0 tel' 7en elephone and hold for pickup at l,A vl office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ZW E61an Check List 2. Additional items required: ontract , designer, owner, was advised of the above required data b phone, ❑ mail, ❑ Building Division counter, by Date: 2/ 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 data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: _ 1 r, I Date: 5 11 P5, 0 1 Plans approved by: _ �_ Date: _( •0-(9 1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE L- % - BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES ry 411 Main Street • Chico, CA • (530) 891-2751 .7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE i`;•.,, 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 co tact this office immediately. I r w ' U w—� cy/� ^ 1 C" ? , v It- - I /` -2 i- U (Q C Tf� � L.. ! � ! Citi -C' � Y••��U �%�G-1f�' �� f !�4 i�!..5 ��J O 1 j �) G/t/� Gi � !r /- � ^ 1 C" ? , v It- - I /` -2 i- �3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 3,. r� ' r 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. •� - ��• / ✓ f? � rf . �Gk G' /� ,tom ,%c'�O ,i �:t�/ �-�-. G i C N'. :i �jj Date 7 / Inspector & REV 10/92 a (Rev. 12/96) l . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT 01-2431 ASSESSOR PARCEL NUMBER 061-490-026 ZONING U BUILDINGPERMIT OWNER �� ` , �� TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 4335 MOCKING ,TAY, =1101TE CA 95Q,9 5 CONTRACTOR'S NAME TELEPHONE MIEKE HU';ST =CT. 589-5330 CONTRACTORS MAILING ADDRESS T Q 5966 - 15 K]jT 01ROVIT JF CA CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 107 r T; 7cTJ P ?) 7 F A Energy Plan Checking Fee $ 3E".RY CREEK' $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ]17Describe Work: ECiLiTC S,, VICE C`i 1`1GE 200 211111P 10 4.00 -0 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A 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 ' f rC and effect. A ^ / License Class LIC. NO. lC- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 [.L NEW CONST. DWEWNG OCCUP. OR A ( S. 3 SQ so. FT. coNST. MUL�TC ET NON.RESID, UITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 g 1'00 BAL o ,50 ED Ex. Occup. o. ASID°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 76.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 0 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 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 fortith comp} with those pr visions. �i —0)/ PX _ Date ( (T 1 Signature of Applic nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 75.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL FV HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County C and/or Resolutions to do work indicated bove for w ich f es have been paid. �tv B /j Date PERMIT EXPIRES ON Date ReceiptNo. 332291_ 76.008 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT 07-2-`�3/ ASSESSONPARCELNUI6EA .- fy (,' ' . ZONING� BUILDING PERMIT OWNER �r TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNO ADDRESS q:R6 / CONTRACTOR'S i d .n cti.....e CONSTRUCTION LENDER PERMIT FEE t Total Valuation $ LENDER'S MAIUNO ADDRESS Main Service Filing Fee S ARCHITECT OR ENWNEER Permit Fee S LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS $ NON -REBID Energy Plan Checking Fee BUILDING AD RES - 6 � e eek s LOT NO. sUBDNISIDN'SkUe PERMIT FEE $ P/WCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlities ❑ Installation ❑ Other ❑ Describe Work: --: f e4 SeVa),, r l ,6(h(-jt- *PERJMIT FEE PAIb SRA SHERIFF OTHER AMOVNT RECEIVEb Fireplace PERMIT FEE t Total Valuation $ Fling Fee 20.00 Main Service Filing Fee S Main Service Permit Fee S OR ADNS CONST. Plan Checking Fee $ NON -REBID Energy Plan Checking Fee $ s PERMIT FEE $ PLUMBING PERMIT Fling Fee Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home FTT6 W 020.00 20.00 20.00 Ex. OCCU PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2200/ ORLESS LESS 23.00 Main Service 200A TO IOOOA 48.00NEW C� OR ADNS CONST. o i ACC. BLDs. 3.5d�: NON -REBID MULTI.OUn.ET ` BRANCH CIRCUITS I 97.50 Ex. OCCU OUTLET OR MIXTURES ES BAl a 50 EX. OCCU FLI,1 DIED APPS' oR OUTLETS (REBID.EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 c O Heating i Cooling s Hood 6.50 Ventilation PERMIT FEI: _ Mobile Home Installation Fee S Energy Inspection Fee S occ coN.ST. TYPE IMP 1 11.000 CDF PAACEl I POTOTAL FEE $ D. FEES HD 6SUE This permit is hereby Issued under the applicable provisions t of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. "REcEzpr NUMB�t � � � ��l * TO BE PUT ZWO COMPUTER • �t By PERMIT EXPIRES ON Date K r.w..-.�•--+.r•ZMs+iu�*^fMyr'r•rw'77�.i1:1•,�;�s�Zi'"�'�`y.r'-�rf�,,�;.�„tF?•"��t4�;� OS�,;1'��y;+y;;_�._.,7.,,.-�„r.�:�•�a p. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM rn' I (One form per Building) School District V (oyOle pu&n r v Building Department No. A.P. Number WA'4q0' 02(o1P Jurisdiction: City County Property Owner M � f! 1�/A-/ Property Location/Address 0 -JI '>��rL . �� Subdivision i Lot No. .R, •............................................................................................. .». Residential DevelopmentWSJ Sq. Footage Q�1 No -of Living Mobile Home Addition/ *Supplemental to ' (Group R) Units Installation Conversion Permit # l "(No foundation inspection): ................................................................................................................... Commercial/Industrial r' New Addftion .r trioor runs revieweo ov acnooi uistrnct District Identificabon No. 0V 1 1k,Vkv�IQ 0School District certifies that nri • Forte C- Sq. Footage ' (Including Exterior . Roofed Areas) Date f t-vwn (Applicant) (Street Address) (Phone Number) �1'pY 1 ICA (City) has complied with the requirements of Resolution No. i representing 22aq- square feet. &A"Cn, 0- 9��- School District Representative (State) (Zip Code) F” t by payment of 11AB 2926 $ FULL MITIGATION' $ Paid by Check # Remarks: Well S Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. I 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 Califomia 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.xis 110/98)dmm Is f, i ENGINEERING / "� CIVI ENGI EES •LAND SUR EYORS �' California.... . October 9, 2001 Mike Vierra Butte, County Building Department 7 County Center Drive Oroville, CA 95965 RE: Mark & Linda Brown Residence 107 Foreman Creek Road Oroville, California Dear Mr. Vierra: On October 1 and 2, 2001, 1 performed special inspection for the Simpson HD6A hold downs that were placed into the existing concrete foundation on the two return shear walls of the garage. Two anchors were set on October 1, and two anchors set on October. 2. The anchor bolt holes were drilled and prepared as recommended by "Simpson Strong -Tie". 5/8" diameter threaded rods were then embedded 5" into the holes and set in Simpson epoxy tie adhesive. The work observed was in conformance with the approved, plans and applicable workmanship provisions of the Uniform Building Code and manufacturer's installation recommendations. Very truly yours, BA ENGINEERI co Alan G. Brown, Principal Enginee cc: , Quality Constru Job # 01-013 QOVESSI0�V eorge �! No. 24578. m Exp. 12-31-01 C�.�� OF CAS RECEIVE OCT 11`2001 BUTTE 00(tNTy 2060 Park Avenue ,� � . , BUILDING DIVfgfot� P.O. Box 1576 Oroville, CA 95965 (530)534-1911 (530)533-6457 FAX (530) 534-0908 070 -,:--.oVED IlyC- ealth CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. 0202026 ��� LOT w 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 • I�� ���,, �„ , n �,/�II � �/ ��j1/�� C ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 SULATION COMPLETED DVN ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT LD MANUFACTURER'S PRODUCT 1.0. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE' APPLIED INSTALLED _ THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS Iq �I l� � 3`�6 z I 131 La I l� c KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIF . HAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. - • SI NATU-INSULATI 0 TR TOR TITLE DATE MANAGER SIGNATURE -GEN'EA< C11WRACT-Oft-TITLE DATE REMARKS: White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold - File copy rPiYm&&L RESIDENTIAL PLAN REVIEW GUIDE . . SINGLE F"LY, DUPLEICAND MSCELLMEOUS ONLY Owner: brav-rn Building Permit Number: Plans Examiner. A - P. Number. GENERAL: 1. Zoning requirements — (number of permitted living units). ' 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work.on the application. 5. Existing violations on the on 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, fees). 7. FAU & FAS road setback. `40- I ry LD -EO 00AA 4...ry�Mr Water Tender, Traffic and Drainage 8. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building. Code section 106.3.3). c� room 10% of natural light and 5% of ventilation (Uniform Building Code'section 1203). A o ems- �' C 3. Egress windows (Uniform Building Code section 310.4)., r 4. 4. Skylights (Uniform Building Code section 2409 & 2603.7). = . Glazing in Hazardous locations (Uniform Building Code section 2406). . 6. Required room sizes and ceiling heights (Uniform► Bui'ld'ing Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar; and Odeiiofnieceptacles (NEC 210). S. Prohibited locations of gas'water heaters (Ud'&rm`Phffl biag Code 509& 1213.5). 9 Prohibited locations of gas heating egaipinent (UniSoim Mechanical Code 304.5). 10. Garage fire%tiall separation =rewired on jU46 side ung snppotting walls and posts (Uniform Building Code section 302.4 except< )• . . yt Wood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 C&iw. . braw -- ova U5 v7oA_ h":A � �� �� raced Wa.� ` f�>�r� d -o ►''=� � � o ria c o} STRUCTURAL DETAILS: 1. Conventional constructi jay shaped buildin (Uniform Building Code section 2320.5.4). rJ 2 ` Standard bracing engineereCode set�ion 2320.11.3).C'0 r.1 dq b da3. Clerestory requiring oon and/or engineering. /� 0.4. py o�F na vcJ, . 4:requiring . Three story building engineered calculations and plans. 5. Foundation plan complete enough to construct building. �r U IG�e �unda.�on Floor construction details complete enough to construct building.pY S•4one Vu�2ef' evations and wall construction details complete enough to construct building. ( C3 _ A,57 . 10 Roof construction details complete enough to construct building. J u ni . Rafter ties or bearing ridge beam. ►�ovlf Pore,% — /�l0 10: Fii+eplace construction details and calculations if necessary. No 5� 11 Garage door header size(s). 12. or±ch header size(s). I ZC� x-13: _Stud heights. w 14. Expansive soil - special foundation design required. G ';L9 r /70f a 7 15. Retaining walls requiring design. � � /(p � n° � � y Special Inspection requirements. (r`` (7_ Header sizes.. r' . Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).- 2. 006):2. Guardrails (Uniform Building Code section 509).OU�(if2 3.:`. 1 nck or stone veneer (Uniform Building Code section 1403). t.x-is4 l�q Fxterioi plaster- weep screeds (Uniform Building Code section 2506.5). n id pms J _ 5. Roo..p .. for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). S 6: POf covering type = (fire hazard). 7. Faain insulation - protection. 8. 3 ".halls and stairways (Uniform Building Code section 1004.3.3.2). p' wo exits on three -,story dwellings (Uniform Building Code section 1004.2.3.2). uderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). .� : r Al Attic access and ventilation (Uniform Building Code section 1505). I. Z. Combgustion air for fuel burning appliances - LPG requirements. S �'M R' - 13:.ound requirements.- - = 0 ; de OeO 4'1, Coo('" 4�. nergy design compliance and supporting documentation. '�rj no+, I��2 Z© 1 ct 15: Flashing at all exterior openings. I X. CDF responsible area requirements. (� YIG, l `s��°rr1 ..12( 17. Building Permit requirements: fn �il �A,Y1r10� loe �prnbtneCf' 17.1. SRA. all wlndaW (hU'2 4k" `ffl 46 open, nJ 17.2. Flood elevation certificate. 1 hftuL e -en z4heS 17.3. Fire Sprinklers required. q 38 17.4. Special. Inspection requirements. _ C / no`� have' 17.5. Use Permit conditions. pie �Orfe LT �� ��to l V C Gen t j lb'� 3 z�IPi 17.6. Sub -Standard Housing letter. r �v,r�da J r` -. _ .. _ ...... iY)q0 N� ��hot ham, fvta,� H S/%I jo 2rma-� n►Ode led /;-? C a 1c,5 '06e Page 2 of 2 APPLICANT: OWNER: ERMTr /• A.P.h WORK DER w O -Z PRC —ECT PROCESSING RFrORD n p�-ocaZ3 — SON: 4-1 &,l �ncrfe,( DESCR MN OF STEP T\ (1 � t fouide- -ISOundGlOr) St-yn� V Z®h2 liu-5kw Civ'eo- a5 &nre Zone.. Gc�,t�,nat I-�avc cyto re 4-1-7d n 4c) P?e4wet n c&t74.D (�eirrneve, + T Z� q rn ,Plans - il(egi b/e —oc& QXee� trS -- f Ya�iG�� 2 5e(s yh"-d�-ahrc� Y.-le"'WZ 0 6 � Vo-� goo -off rc u TYouide- (A-�yeyL deal( r braced Nakk.,` �•P�U ®ri Qm.-f�.�'re-►� e � �:u,� e_ 4 `s -n o1 eta, �Inw 01 a c r� }�e urn 2 se-�s of plans e *ie4,- C-o� / -�uC 7LD I /0 • STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: • Standard bracing or engineered design (Uniform Building Code section 2320.11.3). 3: Clerestory requiring balloon framing and/or engineering... 4. Tutee story building requiring engineered calculations and plans. 5. Foundation'plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to, construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam 10. Fiieplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13: Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes.. r 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: L. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): } 2. Guardrails (Uniform Building Code section 509). 3.--. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). 5. Roofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6. - Roof coveiing'type = (fire hazard). 7. Foam insulation - protection. 8. ' 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three -story dwellings (Uniform Building Code section 1004.2.3.2). 10,, Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 At#ic access and ventilation (Uniform Building Code section 1505). 12. C6mbustion air for fuel burning appliances - LPG requirements. (14 -.,/Energy design compliance and supporting documentation, l� �.! t U •Y�c•� 15: Flashing at all exterior openings.p� i n 'r a ct, " 16. CDF responsible area requirements. �L 17. Building Permit requirements: �? 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. - Special. Inspection requirements. _ .. • . Q,,Q' ���'l W,� � 17.5. Use Permit conditions. - 17.6. Sub -Standard Housing letter. �t lam' 2 QJ a� Page 2 of 2 . p ro vi cl e� C9c�rY� • �-�;�1�1�I'� . i'I'I�.a�ulJ4,Q� C4�D RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS -ONLY Owner: Building Permit Number: Plans Examiner. A P. Number: GENERAL: _ .... , .. I. Zoning requirements -(number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. *Proper description of work, on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, Etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees)... 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Unifortri Budding Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating"equipment'(Unifor n Mechanical Code 304.5). 10. Garage fire«all separation - r+equired on garage side intruding supporting walls and posts (Uniform Building Code section 302.4 exception #3). w 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 9 Page 1 of 2 0 June 11, 2001 Mark and Linda Brown 4335 Mockingbird Way Fremont, Ca 94555 Department of Development Services r Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 0061-490-026 Building Permit Number: 01-0623 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: The following items were on the original plan check of May 16 but were not adequately addressed: Provide 125 square feet of window area in the great room, half the window area must be operable. You currently show the required amount of glass area in the great room but you must have 62. 5 square feet of openable glass area and you show 50.5. Please revise. Provide manufactures specifications for "Ewood". Listing for Ewood must show the required evaluation listing for the product such as an NES report or ICBO report. I also checked the WEB site for this product and could not find any reference to such a report. Perhaps you could contact the company directly and if ther is no report for t 's product, then you will need to switch to a prodect which has been tested and evaluated: /VO fi SA(%,q — / yid Trusses which support mechanical units must be sized for these loads. Trusses over master bedroom have not been sized for mechanical loads. Energy calcs will not bpproved as submitted for the following�ou must model construction assemblies shown on the plans and in addition to not modeling all windows, the window sizes shown on the plans differ from window sizes shown in the energy calcs. Revise and resubmit energy calculations. (Two sets) Plan check will continue upon receipt of all of the above items. Additional 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 -H 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. 1. Complete and return the enclosed school impact fee form. 2. Balance of building permit fees is $1585.91. Sincerely, Martha Christy Plans Examiner cc: Kevin Pressey Quality Construction 06/11/2001 14:53 HMR ARCHITECTS 4 15305346489 N0.771 901 Dave Chilsorn Quality Construction 559 "vale Ave. Oroville, CA 95966 Subject: Mark and Linda Brown Dome Addition 107 Foreman Creek Rd.. Orovi.11e, CA 95966 Dave, Ager going over the latest sets of drawings -(delta 2 5-19-01, building department corrections) that I turned over to you to resubmit to the building deponent I noticed that there was still 1 mistake on the drawings. The window in the Great room shown as window number 6 is correct. Although on Sheet A-2 in the window door schedule it is listed as a fined window. This is incorrect; this window has been changed to a sliding window. If the building department has any questions please let thein know that they can give me a call. Thanks, Kevin Pressey 10. C rT-%lt l� KEVIN PRESSEY ARCHITECT 3749 GRANA POINT LANE SLK GROVE, CA�,IFORNIA 95758 Talophone (916) 6$4.53$$ ,: j Mark R. Brown 4335 Mockingbird Way Fremont, CR 94555 May 17, 2001 Butte County - Dept. of Deuelopment Seruices Building Diuision 7 County Center Oriue Orouille, CR 95965 RE: Plan Check Comment No. 6 dated 5/16/2001, Permit No. 81-0623, Parcel No. 0061-490- 026 To Whom it May Concern; The area under the master bedroom, Room 12 as shown on sheet R-1 of the plan set, will be used only for general purpose storage. Typical items include Christmas decorations, camping equipment, extra furniture, etc.. No flammable, toxic or other hazardous materials will be stored inside this area. In fact, no liquids or chemicals of any nature will be stored in this area. If you haue any questions, I can be reached during normal business hours at (408) 432-1900, ext. 2496. Please fell free to call me. Sincere Mark R. Brown Owner Mark R. Brown 4335 Mockingbird Way Fremont, CR 94555 May 17, 2081 Butte County Dept. of Deuelopment Seruices Building Diuision 7 County Center Driue Orouille, CR 95965 RE: Plan Check Comment No..6 dated 5/16/2081, Permit No. 01-0623, Parcel No. 8861-490- 026 To Whom it May Concern; The area under the master bedroom, Room 12 as shown on sheet R-1 of the plan set, will be used only for general purpose storage. Typical items include Christmas decorations, camping equipment, extra furniture, etc.. No flammable, toxic or other hazardous materials will be stored inside this area. In fact, no liquids or chemicals of any nature will be stored in this area. If you haue any questions, 1 can be reached during normal business hours at (408) 432-1900, ext. 2496. Please fell free to call me. Sincerely, A,v� Mark R. Brown Owner j PLAN REVIEW RESPO SE FORM In order to expedite the review Our plans. please complete the fouoMq ' 'on and return this form with y m-iuba this form is ad complete, as to correction items, we will not be able to accept your to -submittal for review. TWMMust be response to every item requested in our plan correction letter. "By others'' is not considered a valid response. p� hWic response to each item and the location where the information an be found on the plandcala. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW L EMM AND RETURN WTI" REVISED ANO�y��.�..- OWNERS NAME GATE: _'vv+L PL L 5 -29 -DI ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: Al Ai �o l PLAN CH ITEM M RESPONSE 8Y: 9 toA1 C�o�S7.• e., D isoeL LOCATION ON PLANS/CALCS: • C MMENTS:1 '— 1 d 000. ° -- � cop . LA -4 rnI 4,— PLAN CHECK ITEM # RESPONSE BY: Ki�,w P�fj LOCATION ON PLANS/CALCS: A -2 - COMMENTS: C ©N �f Kivitj Fgz-F� ww- I CATION ON PLANS/CALCS: q_I; Q_z, A-)�A3.IjA-3.2 PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: vkv11,1 t4sf k-1 RESPONSE FOR PLAN CHECK LETTER DATED: MAY Zo D PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM M' 3_1_� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMEN S: C D PLAN CHECK RE RESPONSE BY: K"', P.,", LOCATION ON PLANS/CALCS: A -s COMMENTS: (tx foov PLAN CHECK ITEM # /R( RESPONSE BY: n Q Kfiv VA) LOCATION ON PLANS/CALCS: - — COMMENTS: Cat "i-+!Lnw i Voom I(yu PLAN CHECK EM # COMMENTS PLAN CHECK ITEM N CHECK ITEM RESPONSE BY: UIA) Vol RESPONSE BY: / ,, RESPONSE BY: LOCATION ON PLANS/CALCS: S-- Z LOCATION ON PLANS/CALCS: :I CQ (-d, LOCATION ON PLANS/CALCS: lry_I I S-1 RESPONSE FOR PLAN CHECK PLAN CHECK REM # 15 ER DATED: NSE BY: old .. I • LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: l�U PWH JI I�Aa1V� LOCATION ON PLANS/CALCS: -? J/WSS C/JLa, COMMENTS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: i PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN REVISTON Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: r -o w n Received By4L Date:(, (-7 In A.P. #: l — �i �� 0 o� �0 Permit #: l ' (paS Time: B ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data, Item ❑ Engineering ❑ -Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly, show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #: kAdditional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: May 16, 2001 Mark and Linda Brown 4335 Mockingbird Way Fremont, Ca 94555 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 0061-490-026 Building Permit Number: 01-0623 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: 1. Provide contractor's estimate for remodel. 2. Wall between the sewing room and den is to be a half wall per the agreement with the health department. This is to be noted on the plans. 3. Provide 36 square feet of window area for den and sewing room. If agreement with health department changes and these become separate rooms then the sewing room requires a minimum of 17 square feet of window area and the den requires 19 square feet of window area. Provide 125 square feet of window area in the great room, half the window area must be operable. 4. Provide required firewall separation at garage - all walls and ceiling. 5. Square footage is incorrectly shown on the plans and the energy calcs. Original house was 1549 square feet. Additional 2294 for a total of 3843 square feet. 6. Owners are to provide a letter stating the intended use for the area under the master bedroom. • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 7. Elevation views must show lower level. Show window and door locations. - 8. Provide foundation for stone veneer. Detail 9-A5 does not show a footing. 9. Provide a foundation plan showing location of covered area at front porch, front of garage and to the side of the garage. Show complete plans for these covered areas. 10. No ridge board size is shown for front covered porch. Front porch does not show supports for roof system, nor a foundation for the supports. Provide manufactures specifications for "Bwood". 11. Trusses which support mechanical units must be sized for these loads. 12. Door from front porch has no landing. Provide landing at this door and show all construction details. 13. Energy calcs will not be approved as submitted for the following: Cannot model zonal control with combined living and sleeping areas, you have more than 40 square foot opening between living and sleeping zone, square footage is incorrect, you cannot model exterior stucco walls as high mass design (thermal mass wall on exterior must have conditioned space on the other side, you have a wood framed, insulated wall.), plans do not reflect 938 square feet of concrete slab, some of the ducts for mechanical units are located in crawlspace, some in attic, all windows in the house must be modeled in the calcs, existing heat pump unit has a HSPF of 6.6 and a SEER of 9.7, not those modeled in the calcs, you must model construction assemblies shown on the plans and in addition to not modeling all windows, the window sizes shown on the plans differ from window sizes shown in the energy calcs. Revise and resubmit energy calculations. (Two sets) • 14. Truss package doesn't match roof framing plan for correct spans. Y45. 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. Plan check will continue upon receipt of all of the above items. Additional 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 issuanc4pThese items were noted at the time of permit application on the PEFAUT APPLICATION DATA SHEET. 1. School fee form cannot be sent until this letter is answered.. 2. Health Department clearance cannot be accepted by building department because of the question regarding the sewing room and the den. 3. Balance of building permit fees is to be determined upon receipt of plan review response. 4. Provide Worker's Compensation carrier and policy for contractor. Sincerely, Martha Christy Plans Examiner cc: Kevin Pressey Quality Construction SITE. PLAN REVIEW APPLICATION Date: — 2� AP# — U1`� r �2 �o Permit Number (if applicable) APPLICANT INFORMATION Parcel Size. 7 G D A C, Owners Name: � ��1z- LINO. Owners Address: Telephone No.: Situs Address Proposed Use: �133� �oc>z.�.����n w��� �"�smo.,.>�- ca►Lj55� L'AJJT���t z 1�3H— 6L189 0'7 FO 2Clr�� C.fZ�1� I ZZ� Residential New Single Family Residential 13 Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary' Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved a Conditionally Approved Site Plan Stamped Approved By Date 4-12 e> Page 1 of 5 ❑ Resolve Problems Prior to Approval ALL'ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: . 6 B 2S L Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: U Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. 9 CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S CIL Side 3 Side Street Rear v -3 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. 9 CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ` ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other 3 Formula ------------------------------------------------------------------------=---- -------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel.Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: G o C C)-?-- 02q 1-61 Legal Access Provided: "❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes Parcel Deemed to be legal '�• ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ . Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current -Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: :OO Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance 30%. The Erosion Control Plan must be prepared by a registered qualified professional and be submitted to and approved by the Works. on slopes steeper than civil engineer or other Department of Public ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to. grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined. as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, .or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 r APAZVff%7 Certificate of Conformance Certificate 054072 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products – Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 – Manufacturing – Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine. audits include inspection of the. manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 0 RgrF ep 0 Z — R,do No = y = O. SHIN G, ,,�• by —, Thomas G. Williamson Executive Vice President 1 ... Aw– ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 88411-0700 Telephone: (253) 585-8800 • Fax Number. (253) 565-7265 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the .1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Seca 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. . • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 'h"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.-C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Building Permit Number: 0[ —Q(p Z 3 Plans Examiner: Martha Christy . t J>� E • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302A exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable'area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate wifl also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of :30 'from the side and 50' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: �t'1 Building Permit Number: QI — E*Z 3 Plans Examiner: Martha Christy TITLE 24 REPORT Title 24 Report for: Mark Brown Residence 107 Foreman Creek Road Oroville, CA 95966 _ 1 Project Designer: Kevin Pressey Architect 3749 Grand Point Lane Elk Grove, CA 916-684-5388 5 Report Prepared By: r Chris Fordham Job Number: 99003 Date: j 6/14/01 du aE ki��qu The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. Th' r as appro'tPal a, authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building En ds. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. r EnergyPro 3.0 By EnergySoft Job Number. 99003 User Number- 153 y' TABLE OF `CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Checklist .Form C -2R Computer Method Summary Form. ENV -3 Proposed Construction Assembly 1 2 3. 7 8 12 rr 3.0 By EnergySoft Job Number. 99003 User r. 539 '.Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Mark Brown Residence s 6/14/01 Project Title Date 107 Foreman Creek Road Oroville Project Address Building Permit # 0404 fp 2t� �Jsn'� (� l b _ •31 S0 Plan Check I Date Documentation Author Telephone Computer Performance 11 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 3,843 ft2 Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 0 ft2 Building Type: (check one or more) ® Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family E Existing Plus Addition Front Orientation: (North) 0 deg Number of Dwelling Units: 1.00 Number of Stories: 2 Component Floor Construction Type: ❑ Slab Floor ® Raised Floor Const. Frame Assembly Location/Comments Type U -Value (attic, garage, typical, etc.) R-24 Floor (TJI) Wood R-38 Roof (Mtl. Shingle) Wood R-19 Wall (W.19.2x6.16) Wood R-24 Floor (TJI) Wood R-38 (Roof Metal) Wood 0.040 Exterior Floor / Over Open Space 0.029 Exterior Roof 0.061 Exterior Wall 0.032 Exterior Floor / Over Crawlspace (w/R-6 Credit) 0.025 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U -Factor SHGC Shading Yes / No 'Yes / No Front (Northeast) 26.0 0.29 0.19 Bug Screen Fx-1 ❑ ❑ X❑ Front (Northeast) 10.5 . 0.60 0.65 Bug Screen ❑ El ❑ X❑ Left (East) 18.8 0.29 0.19 Bug Screen Ex I ❑ ❑ 7x Rear (Southwest) 18.0 0.57 0.67 Bug Screen Q ❑ ❑ X❑ Rear (Southwest) 33.8 0.55 0.65 Bug Screen Fx-1 ❑ ❑ Q Right (Northwest)_ 14.0 0.60 0.6.5 Bug Screen o ❑ ❑ R1 Front (North) 14.0 0.60 0.65 Bug ScreenX❑ ❑ (,X] ❑ Front (North) 33.8 0.55 0.65 Bug Screen X❑ ❑ X❑ ❑ Front (North) 45.5 0.60 0.65 Bug Screen X❑ ❑ ❑ N1 Rear (Southwest) 21.0 0.60 0.65 Bug Screen X❑ ❑ ❑ X❑ Right (West) 17.5 0.60 0.65 Bug Screen�C . --Ai ❑ X❑ Right (West) 77.0 0.57. 0.67 Bug Screen p� 1❑t o 3.0 By Ener oft User Number. 1539 Job Number. 99003 ` FQN3 bffl Certificate of Compliance: _Residential (Part 1 of 2) CF -1 R Mark Brown Residence 6/14/01 Project �atle Date 107 F®reman Creek Road Oroville Project Address \. Building Permit # —=u'=� ""•" ` Plan Check I Date Documeiatat on Author T lephone Computer Performance 11 Field Check 1 Date Compliamce Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total C,mnditioned Floor Area: 3,843 f? Average Ceiling Height: 8.0 ft Total Cmnditioned Slab Area: 0 ft2 Building Type: (check one or more) ® Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family © Existing Plus Addition Front Orientation: (North) 0 deg Number of Dwelling Units: 1.00 Numbea of Stories: 2 Floor Construction Type: ❑ Slab Floor ® Raised Floor BUILD@NG SHELL INSULATION Const. Compoment . Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) FENESTRATION Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Right ffi est) 40.2 0.56 0.65 Bug Screen ❑ H1 ❑ FRI Front Morth) 9.0 0.60 0.65 Bug Screen ❑ X❑ ❑ FJ Left (East) 28.0 0.60 0.65 Bug Screen ❑ X❑ ❑ X❑ Rear (South) 24.0 0.60 0.65 Bug Screen—❑ X❑ ❑ Rear GSouth) 14.0 0.60 0.65 Bug Screen X❑ ❑ ❑X❑ Right (West) 48.0 0.61) 0.65 Bug Screen ❑ 0 ❑ X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Run Initiation Time: 0611410100:03:36 Run Code: 992502216 En m 3;0 By Enerqysoft User Number. 1539 Job Number. 99003 s e f . 2 • Certificate of Compliance: -Residential (Part 2 of 2) CF -1 R Mark Brown Residence 6/14/01 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronlc data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment. Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location/ pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Central Furnace 92% AFUE Ducts in Attic 4-2 Setback AC -1 Central E162re 92% AFUE n,Ucts in Crawl B D Spthark AC -2 Central Furnace ' 92% AFUE Ducts in Attic 4.2 Setback AC -3 Cooling Equipment Minimum . Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner Split Air ConditionOr Split Air Conditioner WATER HEATING SYSTEMS Rated 1 Tank Energy Fact' 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss R -Value Proline DVGS2- ,Small Gas Standard 1_ 6000 o 065 n/a n/a 0.64 n/a n/a SAcmeric�aPn AFnTe i- Proline G52S0T63- Small Gas Standard 1 60.000 _ 50 4P For small gas storage (rated inputs of less than or equal to 75,000 BbAr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btufhr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner-. (per Business & Professions Code) Documentation Author Name: Name: Chris Fordham Title/Firm: Kevin Pressey Architect Title/Firm: Address: 3749 Grand Point Lane Address Elk Grove, CA Telephone: 91 s-ss4-53ss Lic. #: S (sign re) (date) E orceme Name: Title/Firm: Telephone:. (011 b) U 41: 3 • DI gnature (date) Address: �f Telephone: (signature/stamp) Run Initiation Time: 0611410100:03.36 u C d • 992602216 EnergyPro 3.0 By EnergySoft User Number. 1539 Job Number. 99003 gVP { ' f rS CId tificate of Compliance: Residential dum) CF -1 R Mark Brown Residence 6/14/01 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies v.+�c.. . ww aucyun. y an anc aPa AOA Juaann duvu mw uvcuu:entduun suomtaeo. Plan Field The HVAC System "AC -2" has R-6.0 Heating Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC System "AC -2" has R-6.0 Cooling Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC System "AC -2" has Heating Ducts in the Crawlspace. Supply registers may be no more than 2 feet above the floor. The HVAC System "AC -2" has Cooling Ducts in the Crawlspace. Supply registers may be no more than 2 feet above the floor. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS r.�-•��•• •.•� ••�•�� ,a.=, ,•—..,. CW1:c::% u:o uc:u vc:u:cduun dim u:dgnosuc testing ortnese measures on a roan W --W. Plan Field 3.0 User Number. 1539 Job Number: 99003 �n Mandatory Measures Checklist: Residential WAR NOTE: 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 strall be considered by all parties as minimum component specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. ESCRIPTION Instructions: Check or initial applicable boxes or enter WA if not applicable. uildin'g Envelope Measures 1150(a): Minimum R-19 ceiling insulation in wood frame assembly,"or equivalent U -value. § 150(b): Loose fill insulation manufacturers labeled R -Value. .§150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). '§ 150(d): Minimum R-13 raised floor insulation in framed floors. §150(1): Slab edge insulation -water absorption rate— 0.3%, water vapor transmission rate— 2.0 perm/inch. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified SHGC, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 1. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ].§150(Q: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. r §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have closable doors, outside air intake vAth damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed - pace Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §1500: Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.58 energy factor shall be externally wrapped with R-12. 2. First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. S. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. §150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed in conditioned space. Openings shall be sealed with mastic, tape aerosol sealant or other dud- closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh tape or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive dud tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fans systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated damper §114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof instructions, no electric resistance heating, no pilot. 2. System is installed with at least 36' of pipe between fitter and heater for future solar, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. J §115: Gas fired central furnaces, pool heaters• spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures "J §150(k)l : Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumensAvatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lum ries J or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Sediontit5 .• and recessed ceiling fixtures are IC (insulation cover) approved. At DESIGNER 3.0 By EnergySoft User Number: 1539 Job Number: 99003 #.4LOEPA g 7 of 12 C©mputer Method Summary (Part 1 'of 3) C -2R Mark Brom RPsifienre6114/01 Project Title Date 107 Fcvp-man Cr _P�k Rcad nrcville Pro' Address Building Permit # Docririi6itation Author Telephone Plan CheckMate _Computer Performance Compl arwe Method (Package or Computer) 11 Climate Zone Field Check/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 15.79 11.98 3.81 Space Cooling 10.59 13.96 -3.37 Domestic Hot Water 7.41 7.47 -0.05 Totals 33.79 . 33.41 0.39 GENERAL INFORMATION Conditioned Floor Area: 3,843 Floor Construction Type: ❑ Slab Floor Building Type: Single Fam Detached Q Raised Floor Buildiing Front Orientation: (North) 0 deg Number of Dwelling Units: 1.00 Total Conditioned Volume: 30,744 Number of Stories: 2 Slab Floor Area: 0 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area AC -1 640 _517n 017 CnndifinnM Sethark _$ n!a AC -2 1,774 14,14 0_46 Conditioned S, -that _g _ n/a AC -3 1 429 11 432 O 37 CnnditinnM Sethack _$ n/a OPAQUE SURFACES Act. Type Area U -Val. Azm. Tilt Flnnr 640 0040 _Q 180 Rnnf 640 0 m9 n -[L Wall 711 0061 _ 5 9r) Wall 71 0061 _90 _90 Wall 11 0.061 92- _g Wall 167 0061 315 -CO FlnnrCS 1 774 0032 _0 lAn Rnnf 489 0025 _0 _0 Wall 475 0 061 _ n _90 Wall 89 0061 _so _-cn Wall 432 0 061 ISO _90 Wall 47 O 061 _995 _90 W;kll 177 O n61 970 _9Q Roof 1 429 0.029 _0 _n Wall 434 n 061 - 0 An wall 231 0061 An Wall 430 0.061 1Fn _gQ Wall 211 0061 970 -Cr) Solar Gains Y / N Form 3 Reference Location/ Comments Ci6mputer Method Summary (Part 2 of'3)C-2R Mark Brown Residence 6/14%01 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments 1 Window Frnmt(Northeast) lin 0 M1 014 _45 _90 Kah mall-CgOIA/ rhte not hrokn 7ONF-1 2 Window Frant (Northeast) 13.0 0.290 0.19 45 90 Kahwall-CrvstMhte not brokn ZONE -1 5 Window Front (Northeast) 10.5 0.600 0.65 45 90, Double NonMtl Clear Default ZONE -1 4 Window LeOt (East) 18.8 0.290 0.19 90 90 Kalwall-CrvstVWhte not brokn ZONE -1 5 Window Rear (Southwest) 9.0 0.570 0.67 225 90 Double NonMtl Clear Default ZONE -1 6 Window Rear (Southwest) 33.8 0.550 0.65 225 90 Double NonMtl Clear Default ZONE -1 L Window RearoS uthwest) _ 9.0 0_570 067 225 90 Double NonMtl Clear Default ZONE -1 8 Window Riglht (Northwest) 14.0 0.600 0.65 315 90 Double NonMtl Clear Default ZONE -1 2 Window Frmnt (North) 14.0 0=600 0-65 090 Double NonMtl Clear Default ZONE -2 1Q Window Front ort33.8 0=550 0.65 _0 90 Double Nonk tl Clear Default ZONE -2 11 Window Front (North) 21.0 0,600 0.65 0 _ 90 Double NonMtl Clear Default ZONE -2 12 Window Rear (Southwest) 21.0 0.600 0.65 225 90 Double NonMtl Clear Default ZONE -2 i3. Window Rigbt (West) 175 _0.600 0.65 270 _90 Double NonMtLSear Default ZONF-2 14 Window Rigjht (West) 19.2 0.570 0.67 270 90 Double NonMtl Clear Default ZONE -2 15 Window Rigjht (West) 19.2 0.570 0.67 270 90 Double NonMtl Clear Default ZONE -2 16 Window Right (West) 40.2 0.550 0.65 270 90 Double NonMtl Clear Default ZONE -2 17 Window Riglht (West) 19.2 0.570 0.67 270 90 Double NonMtl Clear Default ZONE -2 18 Window Right (West) 19.2 0.570 0.67 270 90 Double NonMtl Clear Default ZONE -2 JR Window Fromt (Ngdli 14.0 0.600 0.65 0 0 Double NonMtl Clear Default 70NE-3 20 Window Front (North) 4.5 0.600 0.65 0 90 Double NonMtl Clear Default ZONE -3 21 Window Front (North) 4.5 0.600 0.65 0 90 Double NonMtl Clear Default ZONES ZL Window Front (North) 10.5 0.600 0.65. 0 90 Double NonMtl Clear Defauft ZONES 23, Window Left (East) 14.0 0.600 0.65 90 90 Double NonMtl Clear Default ZONE -3 24 Window . Lefit (East) 14.0 0.600 0.65 90 90 Double NonMtl Clear Default ZONES 25 Window Rear '(South) 24.0 0.600 0.65 180 90 Double NonMtl Clear Default . ZONES 26 Window Rear (South) 14.0 0.600 0.65 180 90 Double NonMtl Clear Default ZONE -3 27 Window Right (West) 24.0 0.600 0.65 270 90 Double NonMtl Clear Default ZONES 28 Window Right (West) 24.0 0.600 0.65 270 90 Double NonMtl Clear Default ZONES INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Twe SHGC Hgt• Wd. Len Hgt LExt RExt Dist Len Hgt Dist Len Hat. 1 Bug Screen 0.76 4.3 3.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 4.3 3.0 2.0 0.1 2.0 2.0 3 Bu q Screen 0.76 4 Bu q Screen 0.76 4.3 4.3 2.0 0.1 2.0 2.0 5 -Bug Screen 0.76 6.0 1.5 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 5.2 3.0 2.0 0.1 2.0 2.0 7 Bug Screen 0:76 6.0 1.5 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 4.0 3.5 2.0 0.1 2.0 2.0 9 Bu q Screen 0.76 3.5 4.0 10.0 1.5 0.0 0.0 0.1 0.0 0 15.0 20.0 0 10 Bug Screen 0.76 6.5 5.0 10.0 1.5 0.0 0.0 0.1 0.0 0 0.3 20.0 0 11 By Screen 0.76 3.5 6.0 1.5 2.0 2.0 2.0 12 Bug Screen 0.76 3.5 6.0 1.5 2.0 2.0 2.0 13 Bug Screen 0.76 3.5 5.0 1.5 2.0 2.0 2.0 14 Bug Screen 0.76 _ 15 Bug Screen 0.76 16 Bug Screen 0.76 17 Bug Screen. 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 3.5 4.0 3.0 1.5 2.0 2.0 20 Bug Screen 0.76 21 Bug Screen 0.76 22 . Bug Screen 0.76 3.5 3.0 3.0 1.5 2.0 2.0 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 3.5 4.0 2.0 0.1 2.0 2.0 27 Bug Screen 0.76 28 Bug Screen 0.76 Run Initiation Time• 0611410100:03-36 Run Code: 9925022Jq EnergyPro 3.0 User Number. 1539 Job Number: 99003 DEPAf?6V:b AS 7 IN Comouter Method Summary (Part 3 of 3) C -2R Mark Brown Residence 6/14/01 'Project Title - - " _ . Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sQ (in.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location/ pump, etc.) (AFUE/HSPFXducts/attic, etc.) R -Value Type Comments Central Furnace Central Furnace 92%AFUE Ducts in Attic ' 92%AFUE Ducts in Crawl 4.2 Setback 6.0 Setback AC -1 AC -2 Central Furnace 92-%-AFUE Ducts in Attic 4.2 Setback AQ -3 Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments Split Air Conditioner 11.7 SEER 'Ducts in Attic 42 Setback AC -1 Split Air Conditioner 12.0 SEER Ducts in Crawl 6.0 Setback AC -2 Split Air Conditioner .12.5 SEER Ducts in Attic 4.2 Setback AQ -3 WATER HEATING SYSTEMS Rated' Tank Energy Facts Tank Insul. Water Heater Water Heater Distribution' # in Input . Cap. 1 or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext American Proline DVG52-SOT42-PV Small Gas Standard 1 36,000 50 0.65 n/a n/a American Proline G5250T63-4PV Small Gas Standard 1 60000 50 0.64 n/a n/a 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. PWM `r 'Vj 3.0 By EnercNSoff User Number: 1539 Job Number. V�� Computer Method Summary (Addendum) C2 -R Mark Brown Residence 6/14/01 Project Title . .. . . Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies uaaca, vu UIC aueyuacy US UIC apeclai Jusuncauon anus acx:urnentauon suDMItiem. The HVAC System "AC -2" has R-6.0 Heating Duct Insulation. Insulation levels above R4.2 must be verified. The HVAC System "AC -2" has R-6.0 Cooling Dud Insulation. Insulation levels above R4.2 must be verified. The HVAC System "AC -2" has Heating Ducts in the Crawlspace. Supply registers may be no more than 2 feet above the floor. The HVAC System "AC -2" has Cooling Ducts in the Crawlspace. Supply registers may be no more than 2 feet above the floor. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS .......:.fie. Tk e. umne Jam_..__. -a ate_ e_.S .E.__I.C.,_t__.e_11 a_ I __, Plan I Field r•�--•---.. ...� ..�••� •�•�• •••��.......�..._... �.....��...kJw Uiaynwuc iesung 01 tnese-measures on a rorm cr-6 K. Plan Field Run Initiation Time: 06/14/0100:03:36 Run Code: 9M 21A A. EnergyPro 3.0 By EnergySoft User Number. 1539 Job Number: 99003 —1.01VU nt-. P29e•11 of 12 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 0ROJECT NAME DATE Mark Brown Residence 6/14/01 COMPONENT DESCRIPTION 1 2 3 4 5 6 7 8 9 'NOTE: FRAMING c ASSEMBLY NAME 1R38 (Roof Metal) *HEAT ASSEMBLY Floor THICK- NESS (in.) CAVITY R -VALUE. (Rc) TYPE (check one) Wall SPECIFIC HEAT (Btu/F-Ib) W p W X Ceiling IRoof ❑ ❑ ❑ ❑X ❑ ❑ ❑ ❑ ❑ — zFRAMING MATERIAL Waod — — — Roofing, Sheet Metal 0.060 O — FRAMING% o 0 �o 0.12 0.29 .Membrane, Vapor -Permeable Felt 0.010 Framing °k 1 0.06 0.35 15%(16" o.c. Wall) Air Space 6.000 0.850 12%(24" o.c. Wall) 0.00 0.001 0.00 10%(16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 38.000 7%(24" o.c. Floor/Cell.) CONSTRUCTION COMPONENTS . 1 2 3 4 5 6 7 8 9 'NOTE: FRAMING c i R -VALUE *HEAT CAPACITY (Optional) THICK- NESS (in.) CAVITY R -VALUE. (Rc) WOOD FRAME R -VALUE WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) DESCRIPTION OUTSIDESU RFACE AIR FILM ❑ ❑ ❑ ❑X ❑ ❑ ❑ ❑ ❑ — 0.170 — — — Roofing, Sheet Metal 0.060 '0-0001 2.44 0.12 0.29 .Membrane, Vapor -Permeable Felt 0.010 0,0601 1 0.06 0.35 0.02 Air Space 6.000 0.850 0.00 0.001 0.00 Insulation, Mineral Fiber, R38 11.500 38.000 0.58 0.17 0.10 Gypsum or Plaster Board 0.625 0:562 2.60 0.26 0.68 INSIDE SURFACE AIR FILM — 0,680 40.321 Rc framing include RT the effects — — — Wei ht and Specific Heat values for materials penetrated SU13TOTA by wood TOTAL HC members. 1.1 of the framing Ca X L + [� X 11 Rc 1 -(Fr-/61 J ( ) 1 ! Rf Fr%/ 100 ASSEMBLY U -VALUE COMMENTS EnergyPro 3.0 By EnregySoft User Number. 1539 Jeh NumFwr• QC M'A A • .L L,ONGFELLow LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: 89 Loren Avenue Chico, CA 95928-7434 5t S3t/—1 Address: AP#: INC* Job No: '3?�Wlq Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Productsft"L P.O. Box 20455 Portland, OR 97220r� (503) 254-0204 A� 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 X11111111111111 Important Information for Users of Wood Trusses 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 ❑ 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. ri^ GE 000 F1 GABLE -END DETAIL Y IIIc nur aRFDAoCn conu rnunuTco —.11 nn.ne ... ... ... .., .... ..._... ___ STRONGBACK (NAIL 10 LEDGER 12' D.C. ROOF MATERIAL (BRACED AT 55' D.C.) � / A35 /LEDGER (NAIL TO VERTICAL H13(K ) OUTLOOKER ( C ) W/2 -10d NAILS) GAEL j GAELE ENO (K) SPACING FOR H3 = 56.0' O.C. REFER TO SIWSON CAIALDG C-9414-1 FOR PRODUCT ATIACHRENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (SI > (M) 2X4 F.L. OR H.F. 12 OR / BTR, STRONGBACK BRACE °45 2X LEDGER COMMON Sdi STRONGBACK BRACED AT 55. O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STROMGOACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH GRACE %/2-8d [COMMON NAILS. 24' MAX GABLE END I \SI )\ \ \ \ \ (FII )I (PI) PEAK PLATE TO HATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 02 MIN. (SIL SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: THIS DETAIL HAY BE USED FOR (HI) FEEL PLATE TO MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) TION 10 WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILED THRU CHORD INTO WEB 6 IHRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI ) 6 (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASEO ON 75KPH MIND LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4+ 8-1-0 3X4• 13-6-0 OUTLOOKER HEIGHT. , PLT TYP. Wave TPI -95 R Desi n Crllerla: TPI -95 Q Q O Q "•YARNING•" TRUSSES REQUIRE [[TRINE CARE IN FABRICAIION, HANDlINO, SNIPPING, INSTALLING AND BRACING. REFER 10 0I0•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE Q O INSIItUI[, [B0 D'ONOFIO D0.., SUIfI I00, MADISON, YI 11119), FOR SAFETY PRACTICES PRIOR 10 P[0.F O0.MIN6 INE SE FUNCTIONS. UNLESS OIN(0.YISE INOICATEO, TOP CHORD SHAH HAVE PROPERLY ATTACHED O STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT•• FUR 11 ISM A COPY OF THIS DESIGN 10 INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED T T ��--. PNODUCIS, I:'.SS" AIL NOI BE 0.E SP ONSIBIE FOq AMY DIYTAIIOM FROM THIS O[SIGN; ANY FAILURE 10 O L] 1 1�1 1\11� O BUIIO IN[ Uf ES IN CONFORMANCE YIIH 111; 0R fAB0.1CAI IMO, NANDIINO, SHItPINO, IN STAl1AT 10N OR LL 11/L��11 1 '1 1� BYACINO OF IR USS[S. 1NIS D[SIGR CONE OR MS YIIH AttIICABI[ PROPISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE APPLY [--� jTRU(SS (� EAC Xf f ACC OF ll III 1YUSf[ ANDIIIN Lf SS1F.0IHERYI S['l CAI[0 OSEALNE I H ISID[S IONASPO SI110Y CONN[CIORSCONNECTORS 10 OF A THE VI G TRUSS•S 13 0 D[PICIEO NCRE160 AAND SIAE lNN01EB[,R[IIC D UPONIN ANYOTHERiNG WAY. ONLY 10 IN[ DESIGN 6 - 10d COMMON BLOCK NAILS / 3-IOd MIA ILS EACH ENO OUTLOOKER CRITERIA 3.5' MAX, TYP. NOTCH 0 24' O.C. 1.5' MAX,' 12' MIM) 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHOUT BRACING (N ) MAX. LENGTH W/ STRONGBACK BRACE ( S ) STANDARD 5 -II -0 II -10-0 DATE 03/19/98 DRW CD 112 SEAN - 25458 DIJR.FAC. 1.15 /1 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESSl W. 9A y� r * �lISO TC LL TC DL DC DL BC LL TOT.LD. 30.0 15.0 0,0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW CD 112 SEAN - 25458 DIJR.FAC. 1.15 FROM PBC SPACING i .. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN'CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X.4 2 ROWS 2X8 2-2X4 2X6 1 'ROW 2X4 1-2X8 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X8 1-2X8 2X8 2 ROWS 2X6 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON. ENGINEER'S SEALED DESIGN. (t) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. ALPINE T -BRACING IS DRAWING OR L -BRACING: LL APPLY TO EITHER SIDE OF WED T—BRACE NARROW FACE OR PSF L—BRACE ATTACH WITH 16d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB DL MEMBER LENGTH DRWG BRCLBSUB0699 SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER .FACE. ATTACH WITH IOd NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH NG%m TRUSSES RCOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INSTALLING CING. REFER 10 HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS YSTITUTE, 583 D•ONUFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES 3 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHARD SHALL HAVE A PROPERLY ATTACHED RIGID ■+I MPORTANT-r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. / ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS L ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1j OR FABRICATING, 3, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE ]NS OF NDS (NATIONAL DCSIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND SSOCIATION) AND TPI. ALPINE CONNECTORS ARE HADC OF 206A ASTM A653 GRID GALV. STEEL AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHCRVISC LOCATCD ON SIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THIL' SEAL ON THIS DRAVING INDICATES NCC OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSc.COMPONCNT SHOWN. 111E SIMA01LITY AND USE OF THIS COMPONCNT FOR ANY PARfICI' I • YUILDING 3EsPON I9lLITY HF HNC BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTIC r I �OFESS/ON IS DRAWING REPLACES DRAWING 579,640 ,' �S LL PSF REF CLD SUBST. r DL PSF DATE 06/25/99 T.0 5 DL PSF DRWG BRCLBSUB0699 LL PSF —ENG MLH KAR CIVIL T.L.D. PSF OFC %3 DUR.FAC. SPACING' _ `� TRULOX� CONNECTION 11 GAUGE (0.120` X 1.375") NAILS REQUIRED FOR TRULOX' TRULOX PLATE IS CENTERED ON THE CHORDS AND BENT PLATE ATTACHMENT. FILL ROWS COMPLETELY WHERE BETWEEN NAIL ROWS. SHOWN REFER TO ENGINEER'S SEALED DESIGN REFERENCING • NAILS MAAYY BE OMITTED FROM THESE ROWS. THIS DETAIL FOR LUMBER, PLATES, AND OTHER THIS DETAIL MAY BE USED WITH SO. PINE, DOUGLAS—FIR INFORMATION NOT SHOWN. OR HEM—FIR CHORDS WITH A MINIMUM 1.00 DURATION OF LOAD OR SPRUCE—PINE—FIR CHORDS WITH A MINIMUM 1.15 DURATION OF LOAD. CHORD SIZE OF BOTH TRUSSES MUST EXCEED THE TRULOX PLATE WIDTH. SUPPORTING TRUSS SUPPORTING TRUSS 60• MAX 600 MAX �TRULOX PLATE TRULOX PLATE rm 0 ® ® oil ® o o ° m 0 0 o°� 3" 11114 MINIMUM 3X6 TRULOX PLATE 7 QALPINE 7 ALPV! 0004KE1ID PRODUCTS. INC. POMPANO DEACK ROMDA ailQ�ru�l yn�"•. 0.® m a� 1 I m mm° ® ° ® f omm° ° ® ® 0 °' I ° a °h omm° ° O m m 0 ° .18 0 O .m ° ° I o m m m m o ® o ���� ° ° m� SUPPORTED °/ TRUSS 3, MIN SUPPORTED TRUSS TRULOX REQUIRED `b PLATE NAILS MAXIMUM LOAD SIZE PER TRUSS UP OR DOWN MINIMUM 5X8 TRULOX PLATE 3X6 9 350# 5X8 16 990b THIS DRAVING REPLACES DRAWINGS 1,168,989 1,168,9119/8 1.164 044 1.168,217 1.162,017 1.169,164 h !,161,624 PEIi t./Jt ANIICAt 16. NANDL i "�o°pot°':�Io:Fle01�0� d0 REF TRULOX Fii�"�� pvi srm �. stlluctl�rAL PMrs, Aho Wrltll c�lml� stuLL ,LVS .�\a ... DATE •; - •. T �1� pacnw,r r NftA� At}�;� LR�INA�C��;? ri�tt DRWO CNTRULOX0201 u"ssccs SN c�ua�,w[n�iil�t"c�'s�N�v�T�1isR+a a Ac111c €1; ,ausns. —ENO D1J/KAR unw� lfw arca ur aN Ia1AQD iAnorD fem r� & C aa�im+: AA►E i�ndF►Qgu tl AS NOr[a C ciDN1 BE rn ' TU EAGy1 Fac �l[tl qV _iNli pEf1Gry, POf1110N COYfiCTONi PEN le- ailQ�ru�l yn�"•. co 0 \ N 0 CD 9 0 1-4 1-4 r co M (URUV)U41.14-QUALIIY CONST / BROWN'- Al CON HVAC ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 240.00# MECH UNIT; UNIT CENTERED AT 11-0-0; SUPPORTED BY TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. W4X4 = THIS OHG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) 50BMI11E0 BY IMUSS I•It H. 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. 10 PSF BC LIVE LOAD PER UBC. MV .,� ... n -r — •rte . �n� W2X6 (A1) = b12X6 (A1) 1LE , 1 5-9-4 _1_ 5-2-12 _I_ 6 -8i -0:-131 �I p-po6-11-41111-1 i_• T _147-6-3 11 0-0 SUAn 11-0-0 A �G ®epA,4WF" 22-0-0 Over 2 Supports Vl R=884 -5.5" R=884 V1=5.5" ARO PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC _ CA 1 - F Scale =.25" Ft. Longfellow Lumber 'AVAR 111NG— TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TO TC LL 16.0 PSF REF R427--80808 89 Loren Avenue, Chico CA 95928 REFER 1418-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPJ (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR.. SUITE 200. MADISON. VI 53719), SAFETY LD W y�.9 FOR PRACTICES PRIOR TO PERF 0RHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y TC DL 10.0 PSF DATE 06/13/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R16ID CEILING. •IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL RESPONSIBLE BC DL 7.0 PSF DRW CAUSR427 01164014 NOT BE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD riff OO rJ ALPINE TRUSSES IH CONFORHAIICE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING All[) BRACING OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICABLE PROVISIOIIS OF NDS (NATIONAL DESI GtI BC LL 0.0 PSF CA -ENG LVT/GIJH • CONNECTOR$ AREPMADESOFO20GATASTHHE HA653AII GR40RGALY. STEELERAS SOCEXCEPTIASINOTED6NN) AND TAPPLYACONNECTORS TO .k J 13 2001 * TOT. LD. 33.0 PSF SEON - 60804 EACH FACE OF TRUSS, AND UIIL ESS OTNERVI SE LOCATED ON THIS 9(SIG N, POSITION C011HECTORS PER - DRAVINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIHEERIIIG RESPOIISIBILITY SOLELY FOR TJIE TRUSS COMPONENT OE SIGH 5110 VN. TIIE SUITABILITY A110 USE OF TITS lS'. CIV11. OUR .FAC . 1 . 25 FROM KD Alpine EngineeredProducts,Inc. SncrnmelltO, CA 95828 COHPOUENT FOR ANY PARTICULAR BUILOING 15 THE RESPDNSIOIL[TY OF THE BUILDING DESIGNER, PER AN S7/TPb 1.1995 SECT 1 OR z. 9� _a�P FOF CAL1F� SPACING 24.0" •'(1§ROWO404-QUALITY CONST / BROWN - B1 MONO TOP CHORD 2x4 OF -L J1 t2 -OT CHORD 2x4 DF -L #1 1�1 WEBS 2x4 DF -L Standard zzt- j THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. ,=L:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I 0 L.c o Ln O c„ W1 5X4 III \ E— T U 1 Q 7.B 1-10-4 rz QUA8-0-0 w W1.5X4 III W2X4(Al) w - z - � 1I 2_q �•. � , I2-3-7 Over 2 Supports R=176 W=5.5"Appf6v R=37 j PLT TYP. Wave TPI 95 R Design Criteria: TPI STD 19.4a CA - 1 - F Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING, SNIPPING. INSTALLING AND 0.pFESS BRAC 1116. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 P S F REF R427--74946 INSTITUTE. 5B3 0.OIIOF0.10 00... SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO N PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A77ACIIED el TC D L 10.0 PSF DATE 04/06/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CO '•IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEERED B C D L 7.0 PSF D R W CAUSR427 01096002 PRODUCTS, INC. SHALL IIOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO r X3� BUILD IN TRUSSES IN CONFORMANCE N1 T TP1: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROvISIOHS Of NDS (NATIONAL DESIGN 45 r A BC LL 0.0 PSF CA ENG LVT/C4lC SPECIFICATION PUBLI SIIEO BT THE AMERICAN FOREST AND PAPER ASSOCIAT 1011) ARD TPI. ALPINE 631 CONNECTORS ARE MADE OF By ASTM A6 S3 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT . L D . 33.0 P S F S E O N - 57593 • EACHSS, AND UNLESS 0111ERWISE LOCATED ON THIS DESIGN, POSITION COUIIECTORS PER DRAWINGS 160 A - I. THE SEAL ON T11 IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIOEER[LIG FACE OF TRUAP CAM D U R .FAC . 1 .'2 5 FROM K D Alpine En&eered Products, Inc. RESPONSIBILITY SOLELY FOR 7111 TRUSS COMPONENT DESIGN SHOW M. THE SUITABILITY AND USE OF FRIS �A� Sacramento, CA 95828 COMPONENT 1-19958 SECTIONC�I AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER {r SPACING 2 4. 0 " (BROW0404-OUALITY CONST / BROWN - B2 MONO ITOP CHORD 2x4 DF -L #1 i1';OT CHORD 2x4 DF -L #1 \ WEBS 2X4 DF -L Standard ,:, 'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. I 0 L2� o CZ W1.5X4 III E 7.8 3-4-13 0 . ra w- w V11 . 5 X 4 III W2X4(A1) W - W 2 -Q1'E 4 s4.8-0 Over 2 Supports R=238 W=5.5" ¢ R='131 co Ln THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 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, 10 PSF BC LIVE LOAD PER UBC. ;I PLT TYP. Wave TPI -95\R Design Criteria: TPI STD �QaOTESS/p,�r�� Fy aof .oA s TC LL TC DL BC DL • '•WARNING`S TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND C=) REF R427--74947 DATE 04/06/01 DRW CAUSR427 01096003 5 BRACENG. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C=) PSF CA -ENG LVT/CWC INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200, MADISON, WE 53119), FOR SAFETY PRACTICES PRIOR TO CV 33.0 . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED S DUR.FAC. 1.25 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CD SPACING 24.0" '•IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE 1NS7ALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. [tic. SHALL NUI' BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICA71nG. HANDLING, SHEPP ININSTALLING ANO G. P-. ALPINE BRACING OF iRU SSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •Alpine - Engineered Products, SSnarol: , CA 95828 Inc. EACH FACE OF TRUSS. AND UIILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS1011AL EIIGINEERIIIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPONEUT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITI OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. . 4 JU rrji C*.� APPROVS-P, 19.4a CA 1 - - F Scale.=.375" Ft. �QaOTESS/p,�r�� Fy aof .oA s TC LL TC DL BC DL • 16.0 10.0 7.0 PSF PSF PSF REF R427--74947 DATE 04/06/01 DRW CAUSR427 01096003 5 BC LL 0.0 PSF CA -ENG LVT/CWC mo>I TOT.LD. 33.0 PSF SEQN - 57595 S DUR.FAC. 1.25 FROM KD SPACING 24.0" '(BROW0404-QUALITY CONST / BROWN - B3 MONO TOP CHORD 2x4 DF -L #1 OT CHORD 2x4 OF -L #I \ WEBS 2x4 DF -L Standard cn THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR. 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. A-;LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 110 PSF,BC LIVE LOAD PER UBC. 0 0 Ln ' o ' z - W1.5X4 III Z3 7.8 4-11-6 E= , v 0 F1. r' -8-0-0 .w - �-, W1.5X4 III w w z W2X4(A1) w w z �R/ -Q 11 � �1 _ '; "'`yam"; "g"��� �r���'" � ► � . �7-0-9 Over 2 Supports I R=312 W=5.5" 16 ;+ _ R=214 APPROVF� ¢ 00 Ln PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19-4 CA 1 F Scale =.375" Ft. O —WARNING— TRUSSES REQUIRE EXTREME CARE IM FABRICATION. HANDLING, SHIPPING, INSTALLING AND [ BRACING. REFER 70 H1B-91 (HANDLING INSTALLING AND BRACING). PUBIISNEO BY TPI (TRUSS PLATE QQ,QFE$$Jpy�- TC LL 16.0 PSF REF R427--74948 C� INSIITUT E. 587 O'ONOFRIO OR ';LSU 200, MADISON, WI 5]719), FOO SAFETY PRACTICES PRIOR TO { �°''�E!! cli PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED, TOP EMDRD SMALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 04/06/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t� —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 01 EIC D L 7 ."0 PSF D R W CAUSR427 01096004 PRODUCTS, INC. SMALL HOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TMf TRUSSES IN CONFORMANCE MITI] TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND A-. AL P I N E BRACING OF TRUSSES. THIS OE SIGH CONFORMS W17H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I BC LL 0.0 PSF CA -ENG LVT/CWC Cn-SPECIFICATION PUBLISHED BY THE AHEN IC All FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE d CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT. L D . 33 .0 PSF S E Q N 57599 ' EACH FACE OF TRUSS. AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r"r`V' � OUR. -FAC. 1.25 FROM KD Alpwe Engineered Products, RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A110 USE OF THIS M ��{T( SaLrameni0, CA 9$828 ACOH NSI/TPI IT1 F�995NSE CTIONCULAR BUIL0111G lS TIIE RESPOHSI8TL I TY OF THE BUILDING DESIGNER, AER K V••- SPACING 24.D" '(BROWO404-QUALITY CONST / BROWN - 84 COM THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 OF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC OT CHORD 2x4 OF -L #1 @ 24.00" OC, BC @ 72.00" OC. \ WEBS 2.4 OF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ,,LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. 0 o L.C.) W2.5X4 W04 = 7.8 W1 .5X4 7.8 5-2-13 C/] H- V Q p ..fi, Q —911, w w VI3X8= w z W2X4(A1) _ W1.5X4 III c7 z • w w, z 1� 2 - 4� L 8-5-8 ..t0 SPA I - - 9-5-3 Over 2 Supports '1 - CC)R-389 W=5.5" Aip � R=295 PRO Vpn — PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19. CA 1 - = F Scale =.375" Ft. `HARNING�* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND r e C= •BRACING. REFER TO M18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE c��Q.aFESs�OTC LL 16.0 PSF REF R427--74949 O INSTITUTE, SB3 D'ONOFRIO OR.. SUITE 200, MADISON. " 53119), FOR SAFETY PRACTICES PRIOR TO !{��, TC DL 10:0 PSF DATE 04/06/01 CV PERFORMING THF SE FUNCIIONS. UNLESS OTHEANISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED • STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.y4- CJ� —IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ref BC DL 7 .0 P S F D R W CAUSR427 01096005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO11 THIS DESIGN: ANY FAILURE TO W r t+rL BUILD THE TRUSSES 1N -CONFORMANCE WITH TPI: OR FABRICATI JIG, HANDL IHG, SHIPP ING . INSTALLING TO JY 5 r i BRACINGOf TRUSSES. 1111S 0ESIGH CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I BC LL 0.0 PSF CA -ENG LVT/CWC �. ALPINE, SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP I. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A653 GRAD SALY. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO * TOT.LD. 33.0 PSF SEON - 57602 • - L EACH NGCE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER GIN OUR .FAC - 1.25 F ROM K D • DR ANI NGS 160 A•2. THE SEAL 011 THIS DRONING DESIGN SH ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILI7Y SOLELY FOR THE TRUSS COMPONENT DESI6N 9MOHII. THE SUITABILITY AND USE Of THIS Alpine EngineelrLlPFoducls,lT1C. COMPOMEN7 FOR ANY PARTICULAR BUILOIIIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �Cp SPACING 24.0" SBLTalncnto,CA95828 AIISI/TPI 1.1995 SECTION 2. . I :(UR01.10404-QUALITY CONST / BROWN - B5 COM ITOP CHORD 2x4 DF -L #1 Ln OT CHORD 2x6 DF -L #2 \ WEBS 2x4 DF -L Standard Q; LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. F— c-'3 C=3 0 ca w - rx . w z W2X4(A1) c� w w 1' 2-4 8: 5-8 , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 10 PSF BC LIVE LOAD PER UBC. W4X4 3-4-4 ' 11-9-12,Over 2 Supports R-466 W=5.5" -� R=375 rn ' PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 'WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND O BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE, 583 D'OHOFRIO DR., SUITE 200• MADISON. W1 53119), FOR SAFETY PRACTICES PRIOR TO C\I PERFORMING THESEFUNCTIONS. UNLESS OT MERWI SE INDICATED. TOP CHORD SHAH 'AYE PROPERLY ATTACHED STRUCTURAL PANELS, 807 TOM CHORD'SIIALL HAVE A PROPERLY Ail ACN ED IIIG10 CEILING. Ca '•IMPORTANT•• FURNISH A COPY OF TI115 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMC. 51111.1. NOT BE RESPONSIBLE F00. ANY DEYIATNION FROM THIS DESIGII; ANY FAILURE TO BUILD THE TRUSSES IN CONE DRMAIICE WITH TPI; OR FA BR IC AI]G. MAUDLING, SHIPPING, INSTALLING AND YxA L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYI SIGNS OF NDS (NATIONAL DESIGN f� SPECIF I C AT I O' PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AILD TPI. ALPINE d CONNECTORS ARE MADE Of 20GA ASTM A653 6840 GALY. STEEL. EXCEPT AS HOIEO. APPLY CONNECTORS TO EACH FACE OF TRUSS, AILD UNLESS OTHERWISE LOCATED Oil THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A'1 - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BE 51GH SOWN. TME SU I TABILITI ANO USE OF T 1S Saeramrnto, CA 95828 COMPONENT FOR ANY PARTICULAR BUILD [LIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1.1995 SECT 1 DD 2. 12.5X4 3-8-3 4a FESSfp,EY� �A-e� 63420D1 r G 5 rrE NG 1)eP,4 •. A P"6 CA - 1 - - F ?P61)375 ' Ft. TC LL 16.0 PSF REF R427--74950 TC OL 10.0 PSF DATE 04/06/01 BC OL 7.0 PSF DRW CAUSR427 01096006 BC LL 0.0 PSF CA -ENG LVT/CWC TOT.LD. 33.0 PSF SEON - 57611 DUR.FAC . 1.25 FROM KD SPACING 24.0" (gR0410404-QUALITY CONST / BRO14N - B6 CON ITOP CHORD 2x4 DF -L #1 L2JT CHORD 2x6 DF -L #2 � WEBS 2x4 DF -L Standard Yi LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 cza H U Q O f1. Q ' W G1: W ,z W2X4(A1) c7 z w W z 1I� 2.41 • I_ 8-5-8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 10 PSF BC LIVE LOAD PER UBC. W4X4= 5-8-14 X 4 III T 2-11-10 _t 8-0-0 X 10.. �' ' o 44lj/?op CA/ -/1/-L /-/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 =.375"/Ft. REF R427--74951 DATE 04/06/01 DR W CAUSR427 01096007 CA -ENG LVT/CWC SEQN - 57609 FROM KD 14-2-5 Over 2 Supports R=544 W=5.5" R=455 C7> Ld? j PLT TYP. Wave TPI -95\R Design Criteria: TPI STD 19. 1&— WARNING TRUSSES REQUIRE EITREHE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND •BRACING. REFER TO N1891 AUDI LNG INSTALLING AND BRACING). PUBLISHED BY TPI PLATE rl� C (H (TRUSS IN ST TOTE. 5B) D'0 OFR IO OR., SUITE 200• MADISON. WI 5]719). FOR SAFETY PRACTICES PRIOR 70 QQ,�FESSIO.Y�. CV PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w �y Ca STRUCTURAL ?ARELS• BOT TOIL CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. —1 MP ORTAHT-- FURNISH COPY OF THIS CONTRACTOR. ALPINE ENGINEERED iVG!'1 A A DESIGN TO THE INSTALLATION PRODCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO LY INSTALLING � 5 r P� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING, AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN QSPECIFICATION PUBLISIIEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE w CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAIV. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO - ' Alpine - Engineered Products, $a[TOnlel 11D, CA 95828 Inc. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL Oil THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING_ RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPOMENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGIIER, PER ANSI/TPI 1-1995 SECTION 2L C �� X 10.. �' ' o 44lj/?op CA/ -/1/-L /-/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 =.375"/Ft. REF R427--74951 DATE 04/06/01 DR W CAUSR427 01096007 CA -ENG LVT/CWC SEQN - 57609 FROM KD (BROWO404-QUALITY CONST / BROWN - 87 COM ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. ,-,OP CHORD 2x4 OF -L #1 Z,:� OT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard Rt Wedge 2x6 DF -L #2: 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. 1�. (PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 0 o , LS7 0 W4X4 = V W1.5X4 . W1.5X4 7.8 7.8 cn v Q W2.5X4 = r� P-. -7- 0 7-1 0'7-1 11 f� �J1-D-D W _ w IJ3X8 = HS412 III z W2X4(A1) w . w Aj 1�,� CQ 8-5-8 I 8 1-7 —I �� I16 -6 -14 -Over 2 Supports I APP)46 Ax::1, R=614 tJ=5.5" ¢� R=542 0 I PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD 19.4a CA 1 - - F Scale —.'375"/Ft. C=) —WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPINGHED BY TPI. INSTALLING AND p [ TC LL 16.0 P S F R E F R 4 2 7--74952 � INSTITUTE .R ESB3 O'ONOFRlO D0.FER TO RIO -91 HANSUITE III DLING ?AMA(IIIIN. 1ILLING AND RAC53719).PUFORS SAT Ell PRACTICES (TRUPRIOR SS ATO �,Ay`���`��lo C\1 PE0.F00.MING THESE FUNCTIONS. UIILX95 O7HERNISE INDICATED, TOP [MORD SHAH NAPE PROPERLY ATTACHED f�a lC TC DL 10.0 PSF DATE 04/06/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 �p —IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '� BC OL 7.0 P S F D R W CAUSR427 01096008 PRODUCTS• IGC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIAT104 FROM THIS DESIGN: ANY FAILURE TO r BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPIBG, I11S7ALL [MG AND pC S r A a BC LL 0.0 PSF CA ENG LUT/CWC P-. A L P I N E BRACING OF TRUSSES. T1115 DESIGN CONFORMS MS ST A APPLICAOLE PROVISIONS Of NOS (N ATIOHE DESIGN � SPECIf (CATION PUBLISHED BY TME AMERICAN fORE ST All PAPER ASSOCIATION) AHD TP[. ALP] HE CONNECTORS ARE HAD OF 206A ASTH A653 GH40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO >* * TOT. LD. 33.0 PSF SEQN - 57615 EACH FACE OF TRUSS. AND UNLESS OTHERN I SE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING C OUR. FAC 1.25 FR0M KD Alpine F,n�Ileered Products, InC_ RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M SaCCIImenID,CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER K SPACING 2 4 . 0 " ANSI/TPI 1.1995 SECTION I. '(SROW0404-DUALITY CONST I BROWN - B8 CON LIi))P CHORD 2x4 OF -L #1 Z7)T CHORD 2x4 DF -L #1 t2 WEBS 2x4 DF -L Standard r=�-:-ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 Ls';. O L.C-) O H V Q O Yx cn— - Q W - W W z W2X4(A1) c.5 w THIS OW PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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, 10 PSF BC LIVE LOAD PER UBC. W04 = '12� S C-1 z ]- d 1 8-5-8 1 8-5-8 16-11-0 Over 2 Supports R=620 W=5.5" 0 I PLT TYP. Wave TPI -95 R Design Criteria:.TPI STD 1 •"LIARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C� INSTITUTE. 583 D•ONDFRIO OR., SUITE 200, MADISON. 111 $3719). FOR SAFETY PRACTICES PRIOR TO PERFORM IUG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED CO STRUCTURAL PANELS, PDT TOM CHORD SHALL HAVE A PROPERLY AITACNED BIG] 1) CEILING. " IMPORTANT " FURNISH A COPY OF THIS DCSIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEY IATION FROM THIS DESIGN: ANY FAILURE TO ay U (Y BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND OL ALPINE BRACING OF TRUSSES. TIIIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN QSPECIF IC AT PUBLISHED BY TIIE AHFRf[AN FOREST AILD PARER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING w Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,e P Sacramento, CA 95828 Ca IPOII FOR NEANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDIUG DESIGNER, PER AN SE ITP1-1995 SECTION 2. WZX4 (Al) .� 'T 1,1-2-4 �JAj R=620 W=5.5' MO m" CA 1 F Scale=.3'7'5' Ft. TC LL 16.0 PSF REF R427--74957 ' TC DL 10.0 PSF DATE .04/06/01 BC DL 7.0 PSF DRW CAUSR427 01096013 BC LL 0.0 PSF CA -ENG LVT/CWC TOT.LD. 33.0 PSF SEON - 28141 DUR.FAC. 1.25 FROM KD SPACING 24.0" (6ROW0404-QUALITY CONST / BROWN - C1 CARR STOP CHORD 2x4 DF -L #1 t2)T CHORD 2x6 DF -L #2 M WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. qx_)DITIONAL LOADING PER TRUSS MANUFACTURER I ----------------------------------------- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. o C 542 LB Conc. Load at 0.39 (H1) L -C -3C 455 LB Conc. Load at 3.50 (H1) 10 PSF BC LIVE LOAD PER UBC. oLr-.� C 375 LB Conc. Load at 6.66 (H1) o C - 295 LB Conc. Load at 9,72 (H2) (H1) RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM C 215 LB Conc. Load at 12.83 (H2) CHORD: 5X6 TRULOX PLATES, SEE DETAIL CNTRULOX0799. BC 131 LB Conc. Load at 15.94 (H2) BC 37 L8 Conc. Load at 19.05 (H2) (H) RECOMMENDED CONNECTION FOR TRUSS FRAMING FROM THE BOTTOM CHORD: 3X6 TRULOX PLATES, SEE DETAIL CNTRULOXO799. 1!4X4 (R) III IJ 3X61!2. % \ 1.11 .5X4 0� 5X4 0 W1.5X4 i H 5.99 r 5.99 v ID .1� o , rx - `w8 0 0 x W4X4 = W5X8 = W2.5X4 = W3X10 (B3) = tJ4X4 = bl5X4 (A1) = c5 z w w ¢ ! 11-0-3 l 11-0 3 22-0-6 Over 2 Supports '�� "'•V I ® "�pv� R=2208 41=5.5" ¢_ R=1374 4l=5.5" L.ii PLT TVP. Wave T 5 R Design Criteria: TPI STD 19.4a CA 1 - F �ae/-)25"/Ft. I !a a PI 9 9 —WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO MIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE O�,piESf TC LL 16 .0 PSF REF R427--74945 INSTITUTE. 503 D•ONDFRIO DR.. SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR 10 `o• CV PERFORMING THESE FUNCTIONS. UNLESS 01HERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 1 0 . 0 P S F DATE 04/06/01 CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7 .0 PSF DRI! CAUSR427 01096014 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W r 1T �- BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND OL 5 r 9 BC LL 0.0 PSF CA -ENG LVT/CWC - ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN p-" SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE G.X"D1 d CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO * �' TOT. L D . 33 .0 PSF S E Q N - 57619 EACH FACE OF TRUSS. AND UNLESS 01 HERN ISE LOCATED OU TI115 DESIGN. POSITI0U COW HECTORS PER w s DRAWINGS l60 A-1. THE SEAL ON THIS DRAWING IUDICATFS ACCEPTANCE OF PROFESSIOIIAL ENGINEERING f. V D U R .FAC . 1.25 F ROM K D Alpine E/n ee(ed Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��•� P $:ILTdIIi¢TLIo, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER v' SPACING Z4.O" ANSI/TPI 11995 SECTION 2. (BROWO404-QUALITY CONST / BROWN - F1 COM Li-, OP CHORD 2x4 DF -L #1 � OT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard a.: LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 Lia 0 L1 -J cza H c -D ca 0 :W tz W W z W2.5X4(A1) Cn, w , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. 10 PSF BC LIVE LOAD PER UBC. 1 W4X4 W2.5X4(A1) ULo- j ¢ I 10-10-0 I 10-10-0 _I 21-8-0 Over 2 Supports J R=793 W=5.5" R=793 W=5.5" 0 CV i PLT TYP. Wave TPI -95 R Design Criteria: TPI STD "WARN I IIG'' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C=) BRACING. REFER TO 11I8,91 (HANDLING IIISTALLIBG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 0 INSTITUTE. 503 O'ONOfR10 DR.. SUITE 200, MADISON. NI $3719), FOR SAFETY PRACTICES PA IOR TO CV .PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Ca STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT•' FURIII SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE SPONSIa LF FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO fY. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. MAIIDLING. SHIPPING. INSTALLING To ALPINE BRACING OF TRUSSES. TH DESIGN CONFORMS WITH APPLICABLE PROY ISIONS OF NDS (NATIONAL OESIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO , EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW I IIGS 160 A•Z. THE SEAL ON 7815 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine E:T1 Ineered Products, Inc. NESPOHSIBILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SIIOWN. THE SUITABILITY AND USE OF THIS P SER:Tagine cD, CA oduct COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION Z. r.»\ 1 1 cv dtl �7E g� �CoWV7 r A4 m Pur,� 19.4a CA - 1 - F Scale =.25" Ft. QQ,OFESSIO �y D �A * r� ��� TC LL TC DL BC DL BC LL 16.0 10.0 7.0 0.0 PSF PSF PSF PSF REF R427--74953 DATE 04/06/01 DRIB cAusR421 01096009 CA -ENG LVT/CWC TOT.LD. 33.0 PSF SEON - 28111 DUR.FAC. 1.25 FROM KD SPACING 24.0" Cl) 0 0 \ N 0 0 F T (URUWU4U4-UUALIIY CONST / BROWN - F2 GIRD ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 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. RECOMMENDED CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-2001. I N1Zi Uwb rntrnntu rKUM Lunru It M. LJYruI LLUAUJ d ULnul, I U11J) U 1 1......... ,,, ,•. 2 Complete Trusses Required � NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 7" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. - GIRDER SUPPORTS: 27-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. 416X4= W5X4(R) W5X4(R) i0 W3X4 i W 3 X 4 0 6 r 6 5-9-3 • 8-0-0 - W4X4(R) III 413X4111 W3X14(A5R) ['13X4111 W4X4(R) III W5X8= W3X14(A5R) W6X4 = 1Ic 6-00 �-4-2-5—��3-3-13�I�3-3-13 3-3-13 3-3-13 4-2-5� 10-10-0 _ _I_ 10-10-0 I rIE co 1. S �kjp'. E 21-8-0 Over 2 Supports _I R=5210 W=5.5" R=5210 41=5.5"APPFtOVFp PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD)/U -25" Ft. CA - 1 - - F Scale =.25"/Ft- Lon LonggonoL*Lurnber 89 Loren Avenue, Chico CA 95928 -WARNING-' TRUSSES REOUiflE EXTREME CARE ill FABRICATION, HANDLING, SNIPPING, INSTALLING ALIO AL53119),PUBLISHED (TRUSS PLATE IIRIST W y(C TC LL 16.0 PSF REF R427--54699 • ITUT[,REFER 563 Do017DfR10 OpfIANDLING SUITE 100TALLING MA0I SON+tDWBfl SAFETY PRACTICESPRIOR TO PERFORMING THESE FUIICi10115. UNLESS OTHERWISE ItIDICATED, TOP CIIORO SHALL HAVE PROPERLY AT TAC MED �0 T C O L 10.0 P F DATE 05/25/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT`• FURNISH A COPY OF THIS OES[GM TO THE INSTALLATIOH CONTRACTOR. ALPINE ENGINEERED BC OL 7.0 PSF D R W CAUSR427 01145001 PRODUCTS, IHC. SH AIL NOT BE RESPONSIBLE FOR AHY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Iv 0 .BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. BC LL D.� PSF CA -ENG LVT/GIJH ALPINE THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF [IDS (NATIONAL DESIGN CONNECTIONS [ AR EP MADESHED OF 20GAT HE AST14 A653AGR40REST GALV. STEEL. EXCEPT AND PAPER ASSOCIATION) AS [NOTED. TAPPLYALPINE CONNECTORS TO •k lay 25 2001 * TOT.LD. 33.0 PSF SEAN - 59674 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��pp - DRAWINGS 760 A•2. THE SEAL ON THII OR ANI HG 1H0 CAT ES AC CE PTAGCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR %` civil- \P D U R . FAC. 1.25 FROM KID MpineEngineeredProducts,InC. TIIE TRUSS [OHPOIIENT DESIGN SNOWN. TIIE SUITAO[LITY AND USE OF TN15 OF SPACTNG 24.0" $DCTB[Mnto, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TIIE DUILDLNG DESIGNER• PER CALM ANSI/ TPI 7.1995 SECTION 2. N O \ OD CD 0 r0 T (BRDV10404-QUALITY CONST J BROWII - G1 COM TOP CHORD 2x4 DF -L #] BOT CHORD 2x4 DF -L $1 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, 1-14-X4 - TII1S DUG PREPARED FROR COHNIER INPUT (LOADS B WMENSIONS) SUBRITICD BY 1RUSS MFR. III LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. 8C @ 72 -OD" OC. DEFLECTION MEETS L1240.00 LIVE AND L/160.OD TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC, - u4X4 (A2) - N2.5X4 = wsay — W2.5X4 414X4 (AZ) G� 1-6-0 7-0-4 6-5-12 6-5-12 7-0-4 9-2-3 B-7-]1 9-2-3 13-6-0 1 13-6 0 —1 ' E Co A� ti 27-0-0 Over 2 SuppOrts I DEPARNR=887 R=973 11-5. 5" R ale P. s:. to 1a: TPI STD UBC CA - ] - scale = Ft, PLT TYP. have TPI -95 R Oesi n Cri r LmTFellowLuml)er '•�aRNIHa-• TSUSSCS fl[OUIRC CYTSCHE CART Ix TAOflICAIIOH. HAADLIMO. SNIPPI%3. INSIALIINC AND p"�� TC LL 16.0 PSF REF R427--33491 89LarenAveulle,ChicoCA9592B BRACIHi. HIfCR ID I.IB-SI IHAHBLIHG INSTPAIM, AHD BRAC INC), PU3LlSNCO B1 IPI IlEDSi PlAil Gf Q1'pw •7�(�� TC DL 10,0 PSF DATE 05%10/01 III S11iUlC. 5BS D'ONOFR)0 CR.. SLIIC 1011. 9A0[SDH, Y1 $7719), fOfl SAftIT PP ACIICIS PRIOR TD vfJl �Y Pitrmm 111 SC FUNCTIONS. UNLESS OTHCRYISE IRol CA110 TCF CHCOD S AIL I;ATE F'OPi1LY ATI%04D 001 SIMYURAL PA NILS• BOT too CNOP,D SHALI NAIL A rRaPIILY A11ACHED A10I0 [TILING. -'INPORTAHI•- fUAHISH A COPY or,,This DCSIGS IO ill[ INSLALLATION COHTBACICH. WINE INBIMI[RED N D BC OL 7.0 PSF ORI CdUSRa27 0)130 PRODUCTS. IAC. SnAIL N01 6C RFSPOMSIBLE rOR AMT OCYIAILON FHOx ERIS OCSIGY; ANY FA1lUHl 10 B C LL , 0.0 PSF CA -BG J C J / G N11 BU IlO Tr.L Ifl USSES IA TO (ORhk.LCC Y)III TPI; OX fABRECAIILG. .&HOLING• SHIPPING. 1HSTALLIAG AND - BRACING Of TRUSSES. THIS DLSIGS COAfORNS HITH AMIMLE rROYISIDAS OF YDS {NAILORAL OISICY ALPINE 4fa 10 2001 * TOT. LD. 33.0 PSF SEAN 29596 SPI CIF71CATICII PUBLISHED BY 111E ! k51CAH FO1LSi &HD !APER ASSDCIAIIOM) AHD IPI. AL11HC CON HECIBP.S ARE HADI OF M.. ASTM A6S3 68.13 GA11. STLCL. CTCLPI. AS NC•1 CO. AP FLY •:ONHEC7DAS lD >} [A[II LACE Df TLUSS. Af0 U.11CSS OIIICRVISE LOCATED ON 1N1S DISIGI. POSITION LDfYCCTWS PI1 ,p L•tV1L �y, DUR.FAC. 1 .25 FROM KD DAAYIHGS 160 &-L. 111L SEAL ON )HIS CHAHIMO INDICAfis ACCCPTAHCE Of PH OfC%IDN.AL [MGI NCERIHG -/• a Alpine.EngbiecredPTaduds,lnc. IESFDHSI81LllY SOLCLI FCR THE TRUSS CCMrOHE17 DESIGN SIIOYN. INF SRIi&BILIIY AND UiI OF TII15 SPACING 24.0" $OCf8rR0110, CA 95flZ8 COMPONENT FOi A%Y PAITICULAR BUILDIHG 15 IPI RESPONSIBILITY Of TNI BUILDIM4 DESIGNER. PER OPO 1.1995 SECTIO& 7. (BROWI)404-QUALITY COAST J TOP CHORD 2x4 DF -L J1 BOT CHORD 2x4 DF -L 11 14EBS 2x4 DF -L Standarc BROWN - G2 CDI4 HVAC PLATES DESIGIIED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3, TRUSS SUPPORTS 240.000 HECH UNIT; UNIT CENTERED AT 13-6-0; SUPPORTED BY TC; UIIIT 11IDTH 2-4-0; SUPPORTED BY 3 TRUSSES. [HIS ONG PREPARED FROM COHPUIER )HP01 (LOADS & DIHENSIOHS) SU11111TIED BY TROSS HFR. IN LIEU OF STRUCTURAL PA14ELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L1240,00 LIVE AND L1180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4(A2) 112.5X4 = 113X4= 112.5X4 = 114X4(A2) = G�a B 0 0 7 V 13-6-0 _ Sly • I� � 13-6-0 I .���ee 27-0-0 Over 2 Supports 'I G R=97] R=971 PLT TYP. Nave TPI -95 R Design Criteria: TPI STD JUBC 19.4a CA L - F Scale —.25' Ft. LaopfelbwLwDhar "HARKING'. TRUSSES RCOU(RC ETTREMC CARE (R rABd1CATIGM. HA1.L1.+- SHIPPING, 1NST.lulnc AND Offs TC LL 16,0 PSF REF R427--4 9119 B9 LorLangeTR1e, LinnGCA95928 BUC[X6. +CFER 10 1118.91 (HANDLING INSTALLLN6 AW BRACING), ;UBLISHCC 5Y Til (1RUSS PLATE e INST71Uli. 56, O'ONOrnin CR„ SUITE 280, HADISOa, H[ 5]!19). rCfl SA IT OdACfiCC3 MCR IO Q4` TC DL 10.0 PSF GATE 05121/01 PCRSORHIR6 14(SC FUHCIIOHS. UHL[SS OIIIERRIS: INC(C,11ED, TJP CHOTO SHALL HAYE I'RO1(SL'i Al1ACIICG SIR UC IUNAL PANELS. 8On118 CHORD SHALL HATE A PRErIRLI AI TACHED RIGID CE]LIMG. "[NPORTANr— FURNISH A COPY Of ;HIS DESIGN TO 111E IHSTALLATIOM CDHIflACTCR. ),,FINE (IIGINCCHID rf� BC DL 7.0 PSF DR11 CAUSR•12) 011-0)014 PP. S, (+C. S,.ALL L•GI BE RESPOA SIBLE TCR AAI O=1IATIOH `RDH IRIS DCSICR; AHY IAIL.IC TO Y BC LL 0.0 PSF CA -ERG LVTJCWC BUILD THE rR USS:S 1M CON(OSHA+CC VI IN It, 00. rA0R1 CA ILNG. ,-AHOl THIS SIIIPi 1HG. IHS rALLIP6 .AID 45 r ALPINE BRACLIu OF IRUSSLS. Tn15 o4mg CC+TORMS NIIH A'f LICAULC IRGVi SIOflS Df RDS INA1LORAL .ISSGH CDHa1 "IcCIOR SI AR EP MAO SSG! lO6A AS1M AArif653HID AGP-1 ORG.lLL AM S10El�LC%CCPTIASIMJTCOND lAP%LYAL9 IIICCINMCLIO $ TO 'k * TOT. LD.. 33.0 PSF SEAN - 59480 LAC, rA[( Of TRUSS, AND UHLI SS OIIIERiII SE LO[AICO OR IBIS DISIG+, POSI It C. GCANCCTOIS PIR e s DP.A.Y MICS 160 A•1. THE SIAL ON IMIS MANIAS LADICAf(S ACCEPTANCE C, PPOfCSSlON%[ CN�;IHEEA111. y V DUR.FAC. 1.25 FROM K Alpine Engineered ProdllDls,IIID. RESPOMSIBILETI SC•,fCY rOR 111E ;iUSS CCr•rOME%T C:SIGN SHCYP.. THE SUIrA9ILilY ASB RSI OF THIS CAS $> teA9iR28 C6MPON(NI FC -1 Aa. PAP.TICU,AL DUILDING IS TrC RESPOMSIBLLIIY Or 111( BUT, GIM. DCSIENCR, PER 4 SPACING 24.0'1 AASllrll 1 1995 SCCTTOH 1. . r m (BROWD404-QUALITY CONST J BROWN - [PGE] 63 0 TOP CHORD 2x4 DF -L //1 :T2 2x6 DF -L #2: lzr BOT CHORD 2x4 OF -L #1 CD WEBS 2x4 DF -L Standard 19 PLATES DESIGNED FOR GREEN LUI4BER PER NDS -97 TABLE 7.3.3. (G) THIS AREA OF TRUSS DESIGNED FOR 18- MAX. OUTLODKERS GABLE FACE MATERIAL: 10 PSF MAX, (STUCCO). 0 ) IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE INTERIOR SLOPING TC @ 24.00' OC. w2X4 MIS DWG PREPARED fROH COMPUTER 11IPUT (LOADS 8 DINEIISIOIIS) S1101-11TIED BY 1RUSS I.1FR. SEE DUGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. SEE DWG GBLLETIII0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS; TO BRACE TC @ 24.00” OC, BC 0 72,00" OC. DEFLECTION FLEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LITE LOAD PER UBC - (G) 19-9-12 W3X4 = )- a B-0-0 YIJ A', o Ju RE 13-6-0 1 13-6-0 1�4.1111 COU.... vim! DEpp 27 -0 -0 -Over 2 Supports I. /{PPRO r.'. R=584 W=5".5" R=201+PLF ;-1=13-2-8 , %F Note: All Plates Are 111.5X4 Except As Shovin. Design Criteria TPI STD UBC 19 CA 1 _Scale =.25" Ft. PLT TYP. Wave TPI -95 R piES31p,� TC LL 16.0 PSF REF • R427 19042 "•YARIII HG+• 1RUS SCS RI OUIPI L).iRI NE CARE IN fABR1CAl[ON, NANOL SXG, SNIPPING, INSTALLING AND p BRACING- ACF(d 10 1110'91 (HANDLILG fASIALLSRG A -1D BRACING). PUB11511ETi BY TPI (TR113$ PLATE �s TC• DL 10.0 PSF DATE 05/01/01 fA SillU it. SD] D'ONOFfl IO OR ., SUI TC 1JD. HA•)ISO\, Hl s3TLS) fDL SATCTY FACT ICES ILIOR IO P I Rfofl"i, ShCSL fUHCC10H5- UNLESS DI i:I LHIS! INDI[AFED. TCI CHORD SHALT DAY PROiIRI'! A1lACIICD SIDUC7ORAL iAHCtS„0O110Y. CIIORD SIIALI DAYi A PROPCRLI 01ACHIO RIGID CCILI15. A\ +•1/170RTA FA TORNISM A [OPT Of 1.•Is Dism ID IHi 1HSTALLATI3N CCSIRAC:OA. AlPlai CMG!kCCR(D 'a a5 BC OL 1 , 0 P S F O RlJ CxUSR427 01721OD1 PflODUCI s, INC. SOALt NO BC H(SPOIISIBLE TOR ANY GI(IATIOH FROM THIS DESIGN; ANY fAG DTC ID 04dj BC LL D.0 PSF CA -ENG TSB JCIJC O Ui LD THC TRUSSES IN CONFOR mcc vim TPI; CA fABRICATI NG, •ANDL115, SfIPP 1.1G, IA SIAM LNG AND ALPINE E�ACISG Of MOWS. IRIS DESIGN CCSfDRvs 11IIN APPLICABLE ILOYfSIDNS Of NC•S (nA110NA1 OCS]GH * TOT .LD . 33: 0 PSf SEAN - 58849 SPECIE ICATIOH P':SLISHID 0Y INC A)4 IC AN FC(IESI A.AD PA.:iR ASSOCIATION) AND Til. SLPIN= CCINCCICRS ARE HAOC Of iOSA ASTV AC53 GRJ3 GAL -1. SIEii, Ei CCPT AS HOTIO. APPIt [On 1LCiGRS 10 ^ � F ROr� K D EACH F!.C! Of 1f USS, AND UHLCTS OIHSRHISi IOCA.TID Ot IVIS ?CSIOI. POSIl1On COMniCIDRS PER 6 D U R .FAC . 1 .25 DIAHInGS Ic0 R -L- Trl SC!.t ON INIS 0% Him, IN A[CEPI NCE Of PRCdCSS!OHAL IHGIS ILR1I w • ACSPONSIOl117Y SOILLY FOR Ii.L TR:•SS CIYPONCLI OESInH <--HORN. ELLE SUIT•.31L[(1 AND OSC Of i-15 C SPACING 24.0+ Alpine EnginecfedP(aducts,Inc• COHIDHCNT FDR Aka' PAA 11CUtAL OUILDIMG IS TN! RESIOHSIUILITt or IHf BUIL.31HG OLSIGIICR, FIR . Sacmt=w,CA95929 AISI110( 1-Isss S[CTIDN I. THIS ONG PREPARED FROH COMPUTER INPUT (LOADS b DIH£NSIONS) SUOI•)I1fED BY TRUSS MFR. (BItOW0404-QUALITY CONST J DROWN 11 COt1 IN LIEN OF STRUCTURAL PANELS OR RIGID CEILING USE PURLlt15: TO BRACE TOP CHORD 2x4 DF -L #1 TC @ 24.00" OC, BC @ 72.00" OC. BOT CHORD 2x4 DF -L #1 4IEBS 2x4 DF -L Standard DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER LIDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. N4X4 = W2X4(AQ = 7-0-8 1 7-0-8 14-1-0 Over 2 Supports I R-549 W=5.5" R-459 14=5.5" PLT TYP, Wave TPI -95 R .Design Criteria: TPI STD LIBC 19.4a -YARIIISG" IROSSCS REOUIRE CXIR(HE wx LN r-ADRICATIOH, HANDLING. SHrPP5117. INIRUSSLAMD P.AIC BflAC1hG. REPIR i0 1.18 91 (HAROLIIS IH S7ALL1N6 A1J Dfl 1:5X71 PL FORSHID 07 IPI SAUT� PC)cTlcCl PRIU1 10 -A 11 ST.T.- 503 D'ONOFC(O aP.., SNLTC 203• PAO1Sa1, HI 5]Fi i), YI XfaR9.1; 'NESE TUHC TlGHS. UNLE iS Dlk(ANIS[ IHDICAIEO, T0i CIICR'J SHALL HA:1 PROr [RLI ATTACHED S1RUC1UR.11 PANELS, a^TTO" ihORC SIIAL\ IIAYE A PR0 IftY Ail ACNCD SIG ID CEILING. `•1 NPOflTA6l " rDR911" A COPY Of ir.li 0=51GM 70 1'I INSTALLATION COHIP.ACIOR ALPl11 EHOIREERID pP0DUt11, Inc. SII A\l HOf 6L P(SPOHSIBLE it) AHY DEVIATION iRGH THIS DISIGH: ANr rA;I URE TO Ly BUILD IIIC IR US SEs IN cairDRP.ANCC YIUI Trl; m rk--iIClTIN6, HAHC,IHG SIII PPlY6, ll'SI k.11N7 AND OC ALPINE 6SACIL6 OF 7AUSSIS. 11115 OCSIGN C01rGRxS WITH APPLICABLE PRO'I151CA1 Df 10s (.IAi ml. 0(SIGH 63 SPCCIf IC A710N 7UBLISH h3 BY TIIC A8[RIC AH FEN AND PAPER .%SSOC(A71an) AND TPI. ALPI IC y COI NCCI OLS ARl MADE Or 2CGA A578 AF,il GR40 OA!'1, STICL, rt C[PT As H:�1[0. AP°IY COf NCCTOAS TO EACH fACC OF TRUSS. AND L'NLCSS OIHi INIS`. LOCATED OP 1X11 DESIGN, POSIT [0N CCA NCCICRS PER C•lAN1155 lEJ A•I. 1Hi SC AL OH THIS LTLAHI4G 1"DICAIES ACCEP7ANSl Df ilOf[SSIONAL CNGINCCRI N6 ` RCSPONSIBILIlY SOLELY TbR 1`.L Ifl:ss CGIPOHLHT OE 516" SRO HH. [1.L SUIIAG II IiY Al.) USC Of THIS T+I AlpiicF" neerzdProd uctR,IRC. CCMYOHE" fOR AHY P1AT1[ULAI BUILDIAS 1S 711E RESPOHiIBILIit Or lHE OVILOIIG OCSWICH, PER SaLlO5llcnlo•CA95828 A.IsIrIPi 1 His SiC11311 z. DEPAp ASPPROVF CA/ -/It - - JPSF Scale =.375" Ft, TC LL 10.0REF R427•-19043 TC 0L10.0GATE 05101/01 BC Dl. 7.DRI CAUSR427 01121003 BC LL 0.0CA-ENG TSH/CWC TOT.LD, 33.0 PSF SEQN - 58851 DUR.FAC. 1.25 FROM KD SPACING 24.0" - • 11i1S UNG PREPARED FROM COMPUTER iNPUI (LOADS E DfliEIIS10HS) SUMMED BY TRUSS MFR. (BRON0404-QUALITY CONST / BROWN J1 C014 ) o (A) CONTIIIUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CD TOP CHORD 2x4 DF -L J] m BOT CHORD 2x4 DF -L #'1 IN LIEU Of STRUCTURAL PAIIELS OR RIGID CEILING USE PURLINS: TO BRACE C> WEBS 2x4 DF -L. Standard TC 0 24,00" OC, BC 0 72.00" OC. 0 PLATES DESIGNED FOR GREEN LUh1BER PER IJDS-97 TABLE 7.3.3. DEFLECTION MEETS L/240,00 LIVE AND L/380,00 TOTAL LOAD. 10 PSF BC LME LOAD PER UBC, 0 a 7 O a w5x6� —4 1O O N 0 -•W4X4 (A2) Y13X6= LY•+A•1 X11[jf — +8-0-0 8-4-3 1 Y � 16-0-0 I 16-0-0 __ —I ��6 C'L47 32-0-0 Over 2 Supports I �r R=3134 N=5.5"ar R=1334 W=5.5VL" CA 1 - - F Scale -.1875'' Ft. PLT TYP, Wave TPI -95 R Design Criteria: 7P1 STD UBC 19.4a TC LL _ 16.0 PSF REF R427 L9044 ••,,1,141 NG•• 1RUssrS REQUIRE [l TRLHC CAR LN 51111hAS a IIARDIIN.. SN1PP115, IYSI.USS P AND ORACIRG. nlrC9 1D HIB -9I (HAHOLIN6 LASTALLING !.l0 BRACIHG), PUBLISULD BY IPI I1Y.Us5 PLAiI riEss�o �s - 7C DL 10.0 PSF DATE 05/01/01 _ 1xST 1YUl C, 5B1 D'C10fR:4 [In .. S'ILIC 'c' K\DISCS, HI 577]9), rcfl SAFELY PRACTICES PA10P. 10 Ir Us 1513 fVNCT I- UNLESS OrriI RHI SL IND1CAI iD, T<+ CHCrD SHALL AAI•C IROPIlC7 ATIA':'.10 SIflICIURAL PANCLS, HOT -111H CHORD SIIA1I IIAY? A Pfl 0PCB1Y ATrAEUEO RIGID CELL IH.. �' ••1KPORIAfIf •' iURHI SII ACOPY Df iN1S Di SIGs 10 I!.! IRSIALL\71011 CURMCIA..I, AIPIRE LRGISLER-<D _• BC OL 7 .0 PSF DRW CAUSR427 01121002 'k PRODUC15, INC. SHALL x01 9C RISP0.1S10LE rDR ANY 9C1•IAims r:DP. TRIS Utsv,H; Axy rAn-�•It Io yy�� + BC LL 0.0 PSF CA -ENG TSB/CWC GUILD 111C TAUSSLS 11 C01r0RKANCE Y11H Tr1; OT F•ALICAS)HG, HARDIIMG, SN [: PIMG> IR 57111E iHG -10 oL I r ALPINE aRAcsxG er IRusscs. nns o[51GN couDRe; NII APPL)CAOLC PRGI15(OxS Gr Hos InA.1DxAi D[ssH * TOT.LD. 33>0 PSF SEAN - 58856 SPECIr ICATICI PUBIISHEU BT 711C AHCfl ICA, FGICSI ANO PA+CR ASSOC LAI [C•N) P.% iPS. \I PIR: CGSNCC TUi.S Ali KAOC C•T 2CGA ASIN A553 GR40 BATF. srill. U COPT AS N.D. \PPLT COnSLCICOS l0 _ -ACII FACE 4f TP.i5S. AHO 1.HLCSS OIRTANIS[ Lac Al CO ON 1X15 OESl6n, PO"'I0N CBHRSCIORS PCR oUR: FAC. 1.25 FROM KD OLAHl16S i6O A•C. 7111 SCAT DR 11115 GRAN 115 IRD1 CA155 ACCT PI.\5=C GT PRGIl SS IONAL 1NG[11 CR 115 8 cm AlpineO E�.�ngtr►eelud PrudlxlS, IDC. CCSPONSlBll111 SOLELY FOR rliC moss Co,POnLxi CESI6R SIIOHA. lllC SUIiAP1LlfY AND USE Of 7115 QFCA SPACING 24.01 Ja.. D1RC111D, CA 9d. CCKI DHEAI fest Ant PARIICULAI B'11L011i 1S SMC Ri SPORSIBILll1' Oi 111E 3ULLDING DCSIGNCR, +CR 11151 flPI I•YBS SCCr-.m 2. (OKULYU4V4-VUALIIT L,UNZ)l / UKUWN - de UIKU TOP CHORD 2x4 DF -L #1&Bet. BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :145 2x4 DF -L #1: :Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IIN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON LUS28. SEE SIMPSON'CATALOG 'C-2001. W6X8 „o...rrr� ov rnucc uco ina una n�u n .. .... . . . .... Tom......,. .. .....�.......,.., 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3,0_g_nails) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: 1 ROW @ 7" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS ,IN EACH ROW TO AVOID SPLITTING. GIRDER SUPPORTS: 27-0-0 SPAN TO BC ONE FACE AND 2 -0 -0 -SPAN TO TC/BC SPLIT OPPOSITE FACE. W7X6(C9) 8-0-0 s a B-4-3 IV.O A0 IN IVDA'F(K) -III PI/AD(K) III VJbX4(R) 10 VI A0111 HS2514(C9) 147X6= HS2514(C9) �— 5-11-0 50-0 5-0-8--—5-0-8—��16-0 5-11-0—� L. _ I� fE 32-0-0 Over 2 Supports R=7579 W=5.5"t ��a.. R=7579 41=5.5"� E7) PLT TYP. High Strength,14ave TPI -95\R Design Criteria: TPI STD UBC CA 1 - - F Scale =.1875 Ft. L.ongCeUowLTunber "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND TC LL 16.0 PSF REF R427 -54700 89 Laren Avenue, Chico CA 95928 BRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �QL) w- ti INSTITUrE, 583 O.OMOFRIO DR.. SUITE 200, MADISON. 111 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE 05/25/01 PCRFORIIING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PAIIEL S. BOTTOM CII ORD SHALL II AVE A PROPERLY ATTAC II ED RIGID CE It INS. '•IMPORTANT•* FORIIIS11 A COPY OF THIS DESIGN TO THE IIISTALLATID71 COIITRALTOfl. ALPitIF FIIG1tIEERED BC DL 7.0 PSF ORW CAUSR427 01145002 PRODUCTS, INC. SIIAIL NOT OE RESPOt15181. FOA ANY DEVIATION FROM THIS DESIGII: ANY FAILURE i0 N S O 05 BUILD THE TRUSSES 111 CONFORMAIICE U1T11 TPF; OR FAHRICATIIIG, IIANDLI11 SIIIPPIFIG, FIIS7ALLING AND BC LL 0.0 PSF CA -ENG LVT/GWH A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFOR 115 WITH APPL I[AOLE PROVISIOIIS OF NDS (MAT IDtIAL DESIGil SPECIFICATIOM PUBLISHED Br THE AMERICAN FOREST ANO PAPER ASSOCIAIIOG) ADD TPI. ALPItIE d y 2 5 2001 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ter * TOT.LD. 33.0 PSF SEON - 59679 EACH FACE OF TRUSS, AND UIIL E SS OTHERWISE LOCATED 017 THIS DESIGN, POSIT CONNECTORS PER DRAWINGS 160 A•2, TIIE SEAL 011 TIIIS DRAWING INDICATES ACCEPTAtICE OF PROFESSIONAL ENGINEERING AS} CIVIL P T DUR . FAC . 1.25 FROM ICD Alpine Engineered Produces,IIIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. TIIE SU1TA81LITT AIID USE OF THIS . IlCramenl O, CA 95828 COMPONENT FOR A11Y PARTICULAR BUIl01tIG IS THE RE SPOUSI0 1TY of TIIE BUI LOIN6 DESIGNER, PER 9�ofi CAI -IF A1151/TPI I-1995 SECTION 2. SPACING 24.0" Top chordet ut are lateral r braced can buckle togetherard'cause collaoar if there Is no diago- nal bracing-tagonal brading should be nailed to the under"e of the tar -hord when purlins are attached'o the topa"d'i of the top chord. .i ... ..Ili. .. '....t .. .. .. .:: TOP CHORD Lateral B. -ace DIAGONAL BRACE' All lateral braces MINIMUM .LATERAL BRACE SPACING (DBS SPAN. PITCH SPACING LB 10' or Greater #.,.:trusses Attacha-en� Requires I Up to 32 4/12 81 2015 Over 32'-48' 4/12 6 10rA 7 Over 48' - 60' 4/12 5' 6 Over 60' See a registered professional engineer =450-I 0 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 es� 32 o'% / AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A ' Up to 2E' 2.5 7' 1 17 1 12 1 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60r See a registered professional engineer DF - Doukas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Ch=rd ?O0� Lateral B. -ace rt, All lateral braces Required togetherandcausecollapseifthereisnodiago- bracing. Diagonal bracing lapped at least 2 �- �ry trusses. 10' or Greater are attached to the topside of the top chord. Attacha-en� Requires I i or /e ss /` =450; J J Frame 3 M'1r!4-i mom_ r M v ?O0� rt, Top chords that are laterally braced can buckle yq 5 togetherandcausecollapseifthereisnodiago- bracing. Diagonal bracing <<J nal should be nailed �ry to the underside of the top chord when purlins: are attached to the topside of the top chord. M 12 --j 4 or greater Bottom chard diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'-48' 4/12 1 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional engineer G�5 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir eWARNING: Failure to follow these recommendations could result in e ,v nnrc. 1 ➢n➢.vv — Aft-— iw lrunnwn wr .10Permanent s continuous lateral bracing as specified by the truss engineering. Frame 4 D All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. WARNING: Do not attach cabCes, chains, or I[AWAF:NING: Do not lift single trusses with spans' hooks to tie web members. greater than 30' by the 3eak. 7 60° � or less TagApproximately Line; !'= truss length V7 O0° or less Approximately Tag 3/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Ap Droximately -/z -o-/3 truss len th Less•thas orequal to 60' Tag Lin Spreader Bar Toe In 11 r 4,Vroximately Less than -or equal to 60' 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 Str:)ngbackj SpieaderBar Approximately '✓3 to '/i truss length 1 Greater than 6a' 3trongback/ / \ 10, 3preadeTBar / At or mid -height eight i. A:)proaimatefy i/atc AmLss ieegth Tag Tag Line Lire r Greater, than EO' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Insta lation of trusses with similar configurations. Consult a registered professional engineer IF a differe.it bracilg arrangement is des red. The engineer may design braclog in accordance with TPI's Recomn ended Design S ecNication for Temporary Bracing o -r, Metal Pate Connected Wocd A Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND'BRaCING BUILDING gNTER10R GROU'ND�BRA�IN,G BJILDING EXTERIOR Typi:alhoaizontalfle nemberwith muttple sbkes (411 CAUT.ONt Ground=bracing required for all installations. Frame 2 "ruse of braced oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - HerrfFir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL TOP CHORD Continuous TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS: SPAN DEPTH ; ' : SPACING(LBs) #trusses I SPlDF SPF/,H:F.. Up to� 32' 30" 8' 16 to Over 32'- 48' 42" 6' 6 4 Over 38' - 60' 48" 1 5' 4 2 Over 30' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - HerrfFir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. d diagonals Enare essenliai for stability and must be duplicated on both ends of the truss system. ~ =450-1 20'(013s) rOTr�SSeS 141 Spplilr 2 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chordedhat are laterally braced can buckle togetheranA ca use collapse Hthere is nodiago- 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 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Is 30,(DBS) TtusSes °c. Frame 5 450 `eys 013Z 30" Or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - �— 3t/2" Trusses mLsthave lum- ber orienteJ in the hori- zontal dire tion to use this brace spacing. 2x4/2x6 PARALLEL Continuous CHOR[j TRUSTS Top Chord „ ., ....':. .. Lateral Brace Required T Top chords that are laterally braced can buckle togetherand cause collapse H there i sno diago- 10" or Greater 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. Attachment Required _ All lateral braces lapped at least two trusses. d diagonals Enare essenliai for stability and must be duplicated on both ends of the truss system. ~ =450-1 20'(013s) rOTr�SSeS 141 Spplilr 2 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chordedhat are laterally braced can buckle togetheranA ca use collapse Hthere is nodiago- 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 End diagonals are essential for stability and must be duplicated on both ends of the truss system. Is 30,(DBS) TtusSes °c. Frame 5 450 `eys 013Z 30" Or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - �— 3t/2" Trusses mLsthave lum- ber orienteJ in the hori- zontal dire tion to use this brace spacing. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! 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 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the msponsibilityofthe installer(builder, building contractor, licensed contractor, erectonorerection contractor) to properly 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 trusses for a particular roof or floor. These recommendations are based ipon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised to 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. DANGER: A DANGER designates a condition. where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal ihjury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. "��'TRU,SS``STORAGE CAUTION: Alltemporary bracing should benoless than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralA CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should bestrictly prohibited.1A Frame 1 Diagonal brace also required on end verticals. Top chorda that are laterally bLaced can buckle to-elherandcausecollapseffthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when parlins are attached to the topside oftlhe top chord. t PLUMB 1 t Truss r% .1. Continuous Top Chord Lateral Brace Required 10' or Great@r ?q or/ess =450 / f Attachment / Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12" Up to 24' 1 3/12 1 8' 1 '2" Over 24' - 42' 3/12 7' 3' Over 42' - 54' 3/12 1 6' ' Over 54' See a registered professional e DF - Douglas Fir -Larch 6' SP - Southern Pine HF - Hem -Fir 7' SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chorda that are laterally bLaced can buckle to-elherandcausecollapseffthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when parlins are attached to the topside oftlhe top chord. t PLUMB 1 t Truss r% .1. Continuous Top Chord Lateral Brace Required 10' or Great@r ?q or/ess =450 / f Attachment / Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12" 1;4" 1' 24" 1 '2" 2, 36" 3; 4" 3' 48" 1' 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2' 8' 108" 2" 9' ept i D(in) i i I Lesser o1 D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. I T ±v; L(in) L(In) U200 L(ft) 50" 1/4" 4.2' 100" 1/2- 8.3' 150" 3/4" 12.5' BOW Length L(in) Lesser of L/200 or 2" L°(n) Lesser of L/200 or 2" L(Ir►) U200 L(ft) 200" 1" 16.7' 250" 1-,/4" 120.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of am description be placed on unbraced trusses. Frame 6 3 NOTES RESIDENTIAL 061-490-026 02-0989 PERMIT NO. _.13ROWN,,MARK &•LINDA---------- - 197 FOREMAN CREEK RD., ORO CONT: QUALITY CONST. NEW DECK SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY -_ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 Uj ' � W JOB FINALED (Date) Signature ✓ =..O K ' 0 = Not OK - = Not Applicable • =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks- Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L'ft./ /'LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles " 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel- Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. _ 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation I nfiltratio n -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. _ Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive 7 Yes ❑ No/Walks Q Yes 0 No/Planters G Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 87. 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 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 FRAMING (Permit) OK except #'s 40. Sits 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purl in- Roff 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. I nfiltratio n -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 -Mach. 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 Q Yes 82. Following Instld./Drive 7 Yes ❑ No/Walks Q Yes 0 No/Planters G Yes ] 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 DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 09-oggg ASSESSOR PARCEL NUMBER 061-490-026 ZONING U BUILDING PERMIT W�WNER - Br own, Mark & Linda TELEPHONE St]. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 4335 Mocking Bird Way,Fremont CA CONTRA OR'S NAME QMity Construction TELEPHONE 534-6489 CONTRACTORS MAILING ADDRESS 559 Oakvale Avenue CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 1 848.00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $43.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 27.00 BUILDING ADDRESS 197 foreman Creek Road Oroville Energy Plan Checking Fee $ $ PERMIT FEE $ 90.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 0( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New Deck Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA 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 II f9{ce d effect. License Class �or Lic. No. 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 amexempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I he eby 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. ❑ 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.) 131 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 fo with comply w't those provisions. / X 1t/4 Date a �I G a Signature of Applicant - ❑ Owner AContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO tOCU00A 46. 00 NEW CONST. OWEWNG OCCUP. V OR ADDNS. ( 8 ACC. BLDS. SO so 3.50FT. NDµHESD.' MULTI -OUTLET @7,50 POWER APPARATUS a SINGLE DurLEr aR. EX. OCCU OUTLET DR FIXTUREs 9AL @ I.SO Ex. Occup. PUT gESIp,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 90.00 HAZ. D. FEES IMP FLOOD COP PARCEL PO HD S This permit is hereby issued under the of the Butte County Code and/or indicated abo a for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Z (Date) Receipt No. 6 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FFA 6. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive; Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (��� ^ ASSESSOR PARCEL NUMBER 06/+ G `V' 62 Proposed Building Use: Counter Technician: --6D-Date:-A/- -yZ- Itemi required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. '04 L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. '02. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9.?Plot plan and business license approval from the City of Biggs ................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. `Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other ... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. ❑ 15. •UN16. ❑ 17. .❑ 18. ❑ 19. ❑ 20. ❑ 21. ❑ 22. ❑ 23. ❑ 24. ❑ 25. ❑ 26. ❑ 27. ❑ 28. ❑ 29. ❑ 30. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings .................................... . Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit......................................................................... + California Department of Forestry plan approval ❑ paid. Sent by: ...................... Planning approval for (A) Use: (B)Parking: (C) Parcel Check: Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for required................. Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ............................................... Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance............................................................... Existing violations and/or expired permits......................................................... ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been inform dlofthe above ' ems and requirements for obtaining a building permit. Applicant: Date: q a 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by "❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: -;`' Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Wqj LO N RESIDENTIAL C , :n J t�061-490-026 PERMIT#97-1995 PERMIT NC BROWN, Mark &• Linda 11_07,Foreman Creek Rd., Oroville PERMITEX'Cont:. Quality. -Const. - New Pri Det Garage -OWNER r !'CONTR. ASSESSOR PARCEL } LOCATION y� :u Ir T _ T TeM OFFICE COPY Address Tem -e i ELECTRIC _ - )Tem Meter By Date/*J;4/ r. 5 {,• Called PG&E t, �. �1 JOB FINALED (Date : Signature r t V=OK , O=NbtOK Not Ready MOBILE HOMES Date MOBILE HOME UTIUTIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer location -Test -Fall -CN -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6., Gas; Location -Test -Wrap; / MfL' MISCELLANEOUS Date / /Nat. or/ / L IL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH TestiDemard-Vahe-Connector 4. Electricity; MH Test-Crossovem-Breakers-Clearances Date 11L,5:- 5. Drain; MH Test -Fall -Flex Connector Date` 6. Water; MH Test -Regulator -Connector Date 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' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 MISCELLANEOUS Date D KS, COVERS, CARPORTS, GARAGES lana except #'s 1. jafiing Requirements -Setbacks -Easements Footings; SoilsSiae-Depth-Spacing-ConnectDrsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; ColumnsConnectionsSplkce•Decal-Encbsures 6. Carports; Windows -Doors 7. Elec ' g.; Sils-AnchorsStuds-Rftrs-Trusses Nailinga/eneerStucco-Mesh . Roof. Shthg-Roofing 11. Ext.• s, -Doors -Landings raced Wall Panels Date 11L,5:- Card B- Date Card B-1 Date` Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/9 -Circulating Equip.4-leater 8. Elec.; Grounding; Equip, w/S Circulating Equip. -Pod Lghtg. Boxes-Endosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #a 1. ZoningSetbacks-Easments-FloodSlope RESIDENTIAL (Single & Duplex) 2. Ftg., Main; Soils-Elec. Gmd. / /' Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ C Ftg. Depth 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/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor BoltsJoistsa/ents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except Ws 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 Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -0v n Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 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. Fumance-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 (Plans) OK except Ws 40. Sits 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-Rttr. Ties-Purlin-roff Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Sine & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrrn. Windows or Exiting Doors -Sill Hgt & 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 Shear Walls; Nailing -Bolts Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date U • I° 1 •-i j 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-Conector- 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 & Receptixales 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 (G.F.I.)-Romex Protection 79. Insulation -(roam -looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 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 Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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 BUILDING DIVISION A DEPARTMENT OF DEVELOPMENT. SERVICES'. 1469 Humboldt Road, Chico, CA (916) 891-2751 7 County Center Drive, Oroville, CA - (916):538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE - OWNER PERMIT NO. �LN h 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 cons office imme4�!%14 Date ,-2�Q Inspector REV 10/92 .,Z'3 .! - 'a --..--�, �b-,..�f-�--..r"F.'.W''�i.rK•Jt.��n'�'+'�r^"� . ��t�."�tixr�..�� .....�..�+.a.Y:^ir:``, COUNTY OF BUTTE 'a x BUILDING DIVISION DEPARTMENT OP DEVELOPMENT SERVICES " 411 Main Street, Chico, CA - (916) 891-2751 . 7 County Center Drive, Oroville, CA - (916) 538-7541 .fes '^ CORRECTION NOTICE OWNER PERMIT NO. .— A routine inspection indicates that the following violations of Butte County Ordinances exist at ' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. f Y. r N' .a . 4 Date Inspectorej ;7a RE✓ 10/92 jD 0 I 0 ' _ H {p r AP T — PERMIT # NAME { Other Rearuirements If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves 7 wilding Setback is Des@ Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D -.Glass area not to exceed _0% of wall area toward property .line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials C-4 Date Signature COUNTY OF BUTTE- DEPARTMENT OF DEVELQPMENTSERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California ,95965 - Telephone (916) 538-75�41t.,, /Rall NO. (Rev. 12/96) APPLICATION AND PERMIT `�JJ ASSES69"RW"tT_Eb26 ZGNIFt BUILDING PERMIT OWN'AARK AND LINDA BROWN TELEPHONE SO. FT. OCC. BUILDING VALUATION OWN ToTTO MN CREEK ROAD, OROVILLE 1500 27,00 cO'T UWI!f T CONST TELF T4E 6489 }}44 cDNT551'6WrMffSSAVENUE, OROVILLE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 265.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 172.25 BUILDING ADDRESS OROVILLE$ Energy Plan Checking Fee $ 107 MR04AN CREEK ROAT) PERMIT FEE $ 457.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DETACHED GARAGE SPECIFY Each Trap 7.00 Solar or heat pumpwater heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 1XXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 50 X 50 DET GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service "'.A DORR LEss 200A 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.a License Class Lic. No. ?j/ �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. , Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( SO 'Fr.a 52.50 NEW CONST.MULTI-OUTLET NON-RESID. CU @7.50 POWER APPARATUS d SINGLE OUTLET C1 R. Ex. OCCU OUTLET OR FIXTURES BAL 9',SO Ex. Occup.OFIxUT�S A o OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 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. ❑ 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' c�m nsatio nsurance carrier and policy number are: Carrier J 01 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling - Hood 6.50 Ventilation PERMIT FEE $ Policy gumber (o _ — 5 (The above sections need not be competed 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 f opIhwit, comply i those provisions. X Date Sign to a of pp icant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavatio over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspecti Fee $ qc TV' PE TOTAL EE $ 56A. 7 Hq D. FEES IMP ,� .o o OD COF PARC PD H 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 I 415at provisions to do work paid. Ci 11h Receipt No. 224569 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Plot Plan Attache Floor Plan Attached �— ��7Sent to BD—. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location - AP# Plan Approved for: Sewage Dis Wa .er�upply: Public Private Well Clearance for dwelling. , O, her A�U�7� Hold finalfor: Final cleara a O.K. for NOTE: Environmental Health Specialist 8/96 Date "b ,COUNTYOF BUTTE - DEPARTMENTOF DEVEtOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT OWNER Proposed Building USeNe ed APPLICATION DATA SHEET W,t/ N A. P. No. t/1— 7 , , 2 Building Inspector Date At time of permit application, I was advised the following data must be ubmitted 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 . .......................... 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 . ................... .Statement of Intent for Non -Heated and A/C Buildings. .......` ......�........L� 'y 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets`r :......... . 0 ees of $ ............... ....... 1. Impact fees as shown on attached schedule. j 12. California Department of Forestry plan approv fees. .. ..:.... ..... 13. Flood elevation letter (100 year flood) by California Engineer. .�................ . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... . 16. Plot plan.and'business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. ..•. 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for required. .. to Build g Inspection dor� (Date) 11rContractor's IicenseJinformation. (No., Name Style, Classification). .............. Wo Certificate of�Wokmans Compensation Insurance ........................... -•23. Owner -Builder -Verification (Given to owner , Mail to owner _). .......... . ,24�,.Recorded copy of Agricultural Acknowledgement Statement . .................. "25r Letter of signature authorization ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... s 27. Le" - r of intent on building use. .....N ................................... w` 28. Mobile"h�ome 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. ....... It ....... 31. Existing violations/expired permits . ...............................! ...... 32. Plan check list . .................................................... . 33. 34. When ou •ue the er it, oc ss as follows: Mail -lo owne . Mail to contractor. y elephone �3 t 6 p .and hold for pickup at r/�Otl�%% office. Deliver with inspector. Other 4 A Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: ircle new item not checked above). rhtr�-act esigner, owner, was advised of above required data by hone mail Counterby Datetractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by -.S Date//D Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, raiifornla 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev-, 2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 61 ✓ ✓ ZONING BUILDING PERMIT OWNER _ r i .�1! w✓/r TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS MAILING ADD ESS 9 CONTRACTOR'S NAME '11,4157,1�y TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation I b ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee S ( S 0-c7 Plan CheckingFee b , BUILDING ADDRESS j_ Energy Plan Checking Fee CaS $ • S PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOF TRUCTURE 1Solar SF ❑ Duplex ❑ Mobilehome ❑ Other ---C?-Water sPECIvv Each Trap 7.00 or heat pump water heater 23.00 piping 15.00 D'p Each gas water heater or vent 15.00 TYPE OF WORK New In"Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE S , t1� ELECTRICAL PERMIT Fling Fee 20.00 Main Service sa0. oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith 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 herebyaffirm under penalty of er•u that I am exempt from the Contractors License P hY P 1 rY P 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700,of the Labor Code, for the performance of the work for which this permit is issued. ❑ ' 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed it the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP, SG OR ADDNS. ( a ACC. BLDS. NEW CONST. MULTI c Er NON RESID. X7.50 PDWER APPARATUS a S0 LE o. CI.1 Ex. Occu OUTLET OR FIXTURES ° 1:00 Ex. OCCU u E rs (RESS. OR- ounETs ESIo. EA)5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee S OCC CONST. TYPE TOTAL FEE $ , '7 ,,� D FEES FLDOD cOF PARCEL Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date re ReceiptNo. WHITE-O.D.S.- .D. CANARY- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i_ -J--�-- -� -- �- - -- - a_ �1--1-- -�- — -- � cli V C jJ 12z ( 3oC � -._ .(�7_v _'- I- ' I i FC �, ! V1/1z z/8_4- FTF -�-�- � (V 3 73Q I OZ.�� LXX i -Q:Tq�g= i. co CL_2� CK IL, WAte M.- -t .61 !- U�C --!- - -�--!- --- I i � I s I! _III � i• . I i I I i i I ..�_ i i! i I I I 1 /a, * "" _ H - __ . ► + - _ . - !�� --r� _n - - i I;,! I.I. I I I ! i ; 1�=-- _ H— - _-� CLQ C1Z�' 1 i I , i f_.( ' _ `_Z_'8f�>�r I �;_ •► -�. '- � I _�--:I (� � -1 � � �► �� 1___—lam I—J_-I boo y 17 Tic UO i �;I--IIIi—�- ► —�_ l — it ooz - 1_ C.131 /w 1 — . (14 ic art _r 13 ! j C1 /_ •�+I ( 1 1__ 1 III is-_�_ -i__ ;_ —__►__i. .�_-i�_c. __- __� __1 __ . _ _i , A_ _ �__r�- P APPp,OVED Butte County Environmental Heal 45pre s x r +J r�i� .ti• X i - 4 � u• s � 4 + � �'•. �, � ... � 111 i L 7A "Piro -ooh-l'7� P APPp,OVED Butte County Environmental Heal 45pre s k:; S • ... utte ouni LAND OF NATUP,AL WEALTH AND BEAUTY LAND DEVELOPMENT DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7266 FAX: (916) 538-2140 August 28, 1992 Dorothy L. Newton RE: AP 61-49-26 P. 0. Box 492393 CERTIFICATE OF COMPLIANCE Redding, -CA 96049 Dear Ms. Newton: Enclosed please find the Certificate of Compliance which was recorded by the But County Department of Development Services in the office of the Butte County -Recorder on July -1, 1992. The Recorder's Serial Number is: 92-029169. .If you have any questions regarding this matter, please contact this office. Very truly yours, Stuart Edell Manager Land Development Division SE/ds attachment' cc: Building Division Environmental Health Department John Freeman,'689 Oro Dam, Oroville, CA 95965 RETURN TO: Public Works Land Development Secfion 92-029164 1 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:02am 1 -Jul -92 I CERTIFICATE OF COMPLIANCE Total Issued to: Dorothy L. Newton P. 0. Box 492393 Redding, CA 96049 COMS MP This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the,applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. .00 1. Property location: on the west side of an un -named private road, 2400 ft. southeast of its intersection with Foreman Creek Road. Foreman Creek area. 2. Assessors Parcel Number: AP 61-49-26 1 Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: A portion of the Southwest.quarter of the Southwest quarter of Section 17,' Township 20 North,. Range 5 East, M.D.B. & M., described as follows: BEGINNING,at the Northwest corner of the Southwest quarter of the Southwest quarter of said -Section 17; thence along the West line of,said Section, South'01" 44' 59" West, 850 feet; thence North 88° 17' 31" East, parallel with the North line of said Southwest quarter of the Southwest quarter, a distance of 920 feet,:more.or less, to the Westerly line of that certain strip of land 601eet -in width described in Deed from E. Tucker to Butte and Plumas Railway Company, dated October 14, 1910 and recorded October 14, 1910 in Bo6k.118 of Deeds;'at page 12, records of Butte County, California; thence Northerly along said Westerly line to the North line of said Southwest quarter of the Southwest quarter of said Section 17; thence along said North line, South 88° 17' 31" West, 615 feet, more or less to the point of beginning. TOGETHER WITH rights-of-way of record recorded in Book 1686 of Butte County Official'Records at -Page 594. Issuance of this Certificate is conditional upon the following conditions which have been imposed.pursuant to the Butte County.Code Chapter 20-166 and Government Code, Section 66499.35-(b), to protect the public health and public safety: NONE ti County of Butte ---Subdivision-Violation-Committee- END OF. MWEAMMUMM END OF DOOIWEMT r _ LAND OF N A T U P,AL W E A L T H AND BEAUTY - DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538.7681 RONALD D. McELROY April 8, 1992 Deputy Director Dorothy L: Newton RE: AP -_61-49-25 P. 0. Box 492393 APP. FOR DETERMINATION Redding, CA 96049 Dear Ms. Newton: At the regular meeting of the Butte County Subdivision Violation Committee meeting held on April 8, 1992, the committee granted a Certificate of Compliance for the above -referenced property. There are no conditions. There is a fifteen -day appeal period before this Certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If you have any questions regarding this matter, please contact this office at 538-7266. Very truly yours, William Cheff • r Director of Public Works Stuart Edell Assistant Director - SE/ds attachment cc: Planning Department Environmental Health Department .Building Department John Freeman, 689 Oro Dam Blvd., Oroville, CA 95965 RESIDENTIAL '-061=49=0 =026 -�kM2—�—BVEM— BROWN, Mark & Linda 107 Foreman Creek Rd, Oroville contr: Quality Const new sf e. OFFICE COPY Address M6iv1r—BJ2�--,4-1 Date ELECTRIC Meter By, Date ti JOB FINALED (Date) Signature J=OK I O = Not OK = Not Applicable =Not Ready MOBILE HOMES 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /-Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _ � 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements X1. 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; 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- Enclosu res- Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date' Card B-1 �.1 . j d • J=OK D = Not OK = Not Applicable = Not Ready Date UNDF,NFLOGR (Plans) OK except #'s RESIDENTIAL (Single & Duplex) - .•1 3/ZonJpd-Setbacks-Easements-Flood-Slope t,2!Ft Main; Soils-Elec. Grnd.- ' Ftg. Depth tg., Garage; Soils-Steel-Elec. rn - " Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /Ftg. Depth St walls, Main; Steel -Bloc kouts-Wrapped temwans, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. SI , Steel -Wrapped Pi =Fireplace Ftg.-Steel W.V.; Fall-Fittin -es Wa /O -Sewer Test 10. UF. as Pipe; Size -Anchors - yard gas piping: size -test 1 Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1 ums & Ducts; Clearance -Material -Support -Ins. 64'Girders-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation Insulation Date Card B-1 Date Card B-1 Date ,ZO 2rard B-1 Date Card B-1 Date f PLUMBING (Permit),OK except #'s ftr-Water-I`Itr.: Vent -Access -Combustion Air -Baffle - r - -- Pipe; Test &Anchor -Nail Protection - --- _W.V.; Test -Fittings & Anchor -Nail Protection-- -- --- ---- -- -- ------ hower Pan; Test. First Floor -Tub Access--- -- 2A==:1es1. Tub & Shower, Second Floor -Tub Access 2+-19as-Pipe_Size & Anchors ----------------------- Date2 Card B_t Date Card B-1 --- -------------------------------------- Date 2 {. q Card B-1 u•1�JA- Date Card B-1 Date ELE ALDate AL (Permit) OK except #'sOK except #'s 2. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------------------- --- . EI c. Receptacles Spacing -Lights & Switches at Doors ------------- -- --------- --------------------------------------------- Si Boxes & No. of Conductors -Stapled ----- ---- -- -- - -- ----------------------------- R ex Installed Close to Edge of Studs & C.J. ----------------- - ---------------------------------------------- Equip Ground made-up-w/Meeh.-Fastners-Bond--Gas. &- Water --------------------------------------------------- ----- 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------ ------------- ---------------------------------- '--------------- - --- 28. Subfee Wire Size / r ga. Cu or AI-A.C. Wire Size // ga. Cu o I ----------------------------------------------------------- 29. Range Circ. L/ ga.(f�>r AI -Oven Circ. / / ga. Cu or Al. Insulated N6tftral ❑ Yes ❑ No, --------=----------------------------------------- Service'F3isetLonductors & Ground -Main isconnect ------------------------------------------------------------------------------ - 31. Equip. Clearances Panels-Motors-Mech. Equip_ -------------------- 3 thes Closet Light -Shower Light -Spa Light - --- - ------------- -- --- Smoke Detector -------------------------------------------------------------------------------- Date Z •2- 13 Card B_1 Date Card -B- 1 ------------- ------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A. C. Ducts Insulation & Support ---------- - -- ------------------- -------------------------------------------- Vent Fan: Exhaust above insulation -- - L3�6� ondensate Drain & Overflow_Size & Grade - lfS/. Furnance-Vent; Access -Comb Air -Return Air Vent -115 outlet ---------------------------------------------- Attic Access & Platform if Furnance in Attic -------------- ----------------------- ----------- ---------------------------------- Date _ Card B_1 Date Card B_1 -- -`3 - Date Card B-1 , Date Card B-1 Date FRAMING (Plans) OK except #'s La<-Sils. Proper Material & Anchors - (sYd Walls Studs -Nailing Spacing & Bracing -Plates -Sound . Bearing Walls over Girders & Floor Nailing ---- - - -- - - - -- -- Draft Stop in Walls ( (rat proof) ire Stops: Furred Ceilings -Stairs -Chases -Tub ----------- -------------------------------------------------------- Headers & Beam -Size & Bearing Date FRAMING (Cont4nued) Hangers -Post Caps -Anchors -Connectors - Ing. Joist-Rftr. ties- Purlin-roof Brac- r thng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat clearance tiic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - -- - arm. Windows or Exiting Doors -Sill Hgt. & Dimensions /5P. -(35 -rage Fire Protection Framing ------ 51. -Property --Line- Firewall & Openings xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits -------- a s; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers --------- -_-Siding-Nailing Veneer ,--a6.'Sfucco Mbsh-Drip Screed -Fd. Vents-Underflr. Access L6 -r G ing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulatio --al Ceilings � -� ViOs- 60. Infiltration_Walls-Windows Date_Z Card B-1 Date Card B-1 Dat���''� Card -B-1 Date Card B-1 Date FI (Plans) OK except #'s - 1 Ext Steps -Door & Sidelight Protection -Landings oke Detector ---------------- Furnace: Vents -Clearance -Comb. Air -Connector - In arage: Above Floor -Ducts -Meth. Protection edroom Exiting 5. G F.I ,& Bath Fixtures & Tub Access -Spa - 66. c. Trim & Subpanel; Breaker Sizes & Labels ------------- ----- --------------- 7. S irs & Rails - - Fir place or Stove: Clearances -Hearth EI O--utlets at Wood Panel; Int. & Ext. ----- -- ----------------- K' . .xt. & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter - ------ Garage Fire Door Swing -Landing -Closer uct in Garage -Damper 7. Wtr. 1,--Vents-Clearance-Comb. Air-Connector-P.R.V. I .Garage; Above floor -Meeh. Protection Plb •Elec. & Mech. Equip. Listed for Location ------- le Receptacles in Garage: (G.F.I.)-Romex Protection -- - ----------------- — dation-Foam-Looked in Attic ❑ Yes ------------- ---------- — - -- — --- - ----- --- 1 8. u Rails &Deck Construction -Post Caps -- - - --------------------- --- dn. Vents &Crawl Hole Door -Drainage & od-Earth t Clearance Looked under Floor s 80. Following instld. Drive Yes No; Walks ❑Yes No; Planters ❑Yes No _ own -Finish ---------------- ----------------------- -- — A.C. Unit Disconnect. Electrical, Plumbing 0( a3 enentts Above Roof; Plbg -Appliance-Fireplace.-Clearance to "' Openings 84. Wa Well; Disconnect, Electrical, Plumbing xt for Elec. Trim: G.F.I. Receptacle -Underground ----------------------- -- Ven tion Throughout House _ Glass Protection ------------ 88. Corrections from Previous Inspections -- -------.----------------- ---- --- ------- 89. tSi c st-Meters Tagged; Gas -EI ric ----------- 90. r & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Date _ Card B-1 �� !------ K --------- -- Dat Card B-1 Date Card B-1 ----- ----- -- Date4 Card B-1 Date Card B-1 Comments at Final: 0 v n e r: �J�i�/�►r_// y CION ST . 7 ENERGY CERTIFICATION Permit# LOCATION A.P. DESCRIPTION OF INSULATION ROOF MATERIAL THICKNESS EXTERIOR WALL MATERIAL Fiberglass THICKNESS 3"/61 CEILING :a BRAND NAME .r — r. THERMAL;fRES. BRAND NAME Certineed�. THERMAL RES. /3 BATT OR BLANKET TYPE–FIBERGLASS-BRAND NAME Certineed THICKNESS /Q V THERMAL RES. 3c) LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED THICKNESS /,Vl X,2 `" THERMAL RES. av FLOOR–ELEVATED.* MATERIAL Fiberglass _BRAND NAME Certineed THICKNESS THERMAL RES. / g .FLOOR–SLAB INTERIOR WALL MATERIAL Fiberglass THICKNESS BRAND NAME . Certineed THERMAL RES. I HEREBY CERTIFY THAT'THE ABOVE INSULATION WAS INSTALLED'IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IND.INC4dba ;HASTA INSULATION LIC A650722 Ihereby certify the above insulation.and all required items as shown on the building -"department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment devices and materials are of the quality prescribed or are specifically approved by the State of Calif. FIRM NAME/OWNER (PLEASE PRINT) STATE CONT. LIC! SIGNATURE OF GENERAL CONT/OWNER DATE This certificate must be on file with the Building Dept. prior t6 -Final and posted within the building. . 4 NOVa;?0-92 FRI 8:01 MOSS LUMBER / FAX NO. 916 CERiIFICATEOF P. 02 R 'Al C{ CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREB Y CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983 Structural Glued Laminated Timber, and that such manufacture has been at our plant in—__S�wisshome, OR _—_ , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. ,oa N hAE Keller Lumber Sales, Inca for Stock JOR LOCATION _ Redding, CA - - --- 10 PO#4533 3-16-92 1.472-A GUSTOIu�ER'S Op06A NO DATE uFGRGORDER NO 24F -V49 WP Glue, Arch App, Indv Wrap ` C��sIr,NATunE _ _ (�` r.DMrnlvr American Laminators TITLE -. Quallty Control -ADDRESS ' POB lag, Swisshome, ')`bATE __�I92 AI TC HERFB Y CER TIFIES that the said company at its said plant is licensed by the AMER [CAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products mantifactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AlTC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Cerfifcale No. 76527 A . AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ECE'IVEL PR - 9 1VZ doasT — 6,aow&l .LER LBR. SALES T 19B3 AMERICAN INSTITUTE OF TIM13ER CONSTRUr.TIOM SMPPING ORDER - FREIGHT BILL *""0' SALES, Hit. ATE 11/16/42 CARRIER CUSTOMER ORDER NO. 7217 n; RIGJN F REDDING DESNT TINATION DING a ,HIPPER kDDRE5S KELLER LUMBER SALES, INC. P. o. Box 4005 :ITY REDDING, CALIF. 96099 CONSIGNEE ADDRESS Moss lim QTY. WIDTH DEPTH LENGTH DESCRIPTION OF COMMODITIES STOCK %ANS •6-3/4 lot 1/16 • PO #4-307 SHIPM KELLER LUMBER SALES, INC. _ARRIER BY CIT' .STOMER vRly M45IGNEE AEC8Yi N GOOD CONDITtOffEXCEM AS N01E0 MOSS LBR —PAYMENT � { oRECEPAD - co ;7-, SEE REVERSE SIDE FOR TERMS OF SALE Lx - C\ CD I 0 o• . z >f� �'4a+. 3'..v . .Y.-�Jy..fli- +. °irj v •�iv Vh .5...-`��� -r.��tirK.µ �1�. 3.�N 4.+4� COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES, .�' 1469 Humboldt Road, Chico, CA - (916) 891-2751 f 7 County Center Drive, Oroville, CA - (916) 538-7541 74Z Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -1 92- 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 quei"tions pertaining to this matter, or need additional explanation, please contact this office immediately. %oC-� �t 1 j� S✓ wat �l �..�wr /o���� ` z � 7 LQ �t x Date 2 g Inspector,-_— - REV 10/92 r y ; r-<7 &A-'. t , �» - .,. r'�fn. c . � �.• r �,e� .. c n c K Y . -4 "4 - �^} i..s »c 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 /-? y)Q t4N 7 2— 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 contact this office immediately. j r^ - z ':ti; , L2 •-Z _ VJ a`41 4 k� �4. Date -2- Inspector REV 11/91 '_✓i� � -^�yv.r���i�"L..S`.r-:--�`~vb.o-.�'`''.'r`'r�.^-.(�1'+c„"�'��'�.1V^^. .'v Lr :.r' n,�•. i�, '.,;,t� 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 rt. . 747 Elliott'Road, Paradise, CA - (916) 872-6367 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the ab v address and should be corrected. Please notify this office when correction of work is c eted. If you have any questions pertaining to this matter, or need additional explanation, .a �V a conte/ct this office immediately.. / Date,2 Inspector REV 10j 2 rE y � . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-3123 Al ASSESSOR PARCEL NUMBER ♦ 061-49-0-026 ZONING U BUILDING PERMIT OWNER MARK AND LINDA BROWN TELEPHONE, S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1549 R p 83,646 434 M 7,812 CONTRACTOR'S NAME UALITY CONST. TELEPHONE 534-6489 551 0 3,857 CONTRACTOR'S MAILING ADDRESS 559 OAKVALE AVE., OROVILLE, CA 95965 77 C 1,001 Fireplace "A" 1,500 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is 97,81 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 588.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 294.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20,00 Penalty $ 8UILDING 107 FOREMAN CREEK CREEK ROAD OROVILLE Permit fee $ 917.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 12 5.00 60.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 1 PARCEL MAP Water piping 7.00 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New [X] Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3BR Permit Fee $ 97.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2000A OR LESS 18.501 18.50 CONTRACTORS LICENSE LAW I declare ��re under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f rce and effect. License No. Classification El as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A) 37.50 NEW CONST. ( DWELLING OCCUP.61\ OR ADDNS. ACC . BLDGS. // 3.64 q.ft. 1 69 40 NEW CONSTR MULTI -OUTLET NON•RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS IS (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED Ex. DCCUp. OUTLETS (RESID )REA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 102.90 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Q The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with ch provisisu ons or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating 9.00 Cooling g 16.50 Hood 6.501 6,50 Ventilation 9.QO Permit Fee $ 56.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.;�c I also agree to save, indemnify and keep harmless the County of Butte against all liabilitiesjudgments, co ts, and expenses which may in any way accrue against sai ' ount inc ns qu nce of the granting of this per it. XDate signcr�re of Applicant - Owner ❑ Controctor� Agent An OSHA permit is required for excavations over 5'0" deep and a (tion or constru t- ion of structures over 3 stories in height. �s I Mobile Home Installation Fee S 40.00 Energy Inspection Fee $ ?, � co T PE TOTAL FEE $ 1212.90 r1Az - DFEES x IMP - FLooD x coF - PARCEL x PD x rlo x ISSUE x This permit is hereby issued under the sions of the Butte County Code an aboveh' Wo��RECT*017FF By PERMIT XPIRES Date applicable provi- or resolutions to do shave been paid. ORKS A ifl3�i to p / Receipt No. 123064-1205.80//129677-7.10 Zp 22, WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -A LIC NT 55 c !! v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N0. $9 .e alel�0 n! 7 County Center Drive - Oroville, California 95965 - Telephone: 160538-7541 j shy=APPLICATION AND PERMIT 3�o (� R• I ASSESSOR PARCEL NUMBER Q6 — 1 • �- �� � ZONING V BUILDING PERMIT ` OWNERe61 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S'MAILIN ADDRESS-rAv! 834 1 CON RACTOR'S NA E TE EP ON �- -� �q -ass CO TRACTO jS�" ILING ADDRESS 55 �WA6 l Wyss / / 'Jac Fireplace lc ¢ CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee$ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ ®O 0 V Penalty $ BUILDING ADDRESS 0110 rT ` 0 ���liLe �ree/ /,G( Permit fee /7 $ PLUMBING PLUMBING PERMIT Filing Fee 15.00 Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00O0 S Each pas water heater or vent 7.00 USE OF STRUCTURE S Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Lq. da Mobile Home S I G I W @ 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ -Other ❑ Describe work: ����[Z-. Permit Fee $ O Contractor ELECTRICAL PERMIT 1__L8.501 Filing Fee 15.00 Main service 200AORLESS CONTRACTORS LICENSE LAW _ I declare under penalty of perjury (check one): ❑I am licensed under p provisions of Cha t. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification FlI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. -(Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code' for. this reason Main service 20GAT0 t000AI 37.50 NEW CONST. / CC. BLDGS. DWELLING Dc OR ADONS, l P ANEW 3.64sq.ft. CONSTFIMULTI-OUTL NO N•RESID BRANCH CIR ITS @ 5.00 J D fPOWER APPARATUS S SINGLE OUTLET CIR. r Ex. Occup(OUTLETS OR FIXTURES 20 764 IAt C@ 4R4 FIXED Ex. Occup. OUT ETS IPRESID )APLNS.REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee Contractor $ OBJ O WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ . The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of, Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply, with such provisions or this permit shall be deemed revoked: MECHANICAL PERMIT FiIingFee 15.00 Heating _Cooling �j 6 Hood 6.50 Vent ilation�Q p Permit Fee $ -00 Contractor I certify that I have read this application and state that the above information is1correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date ��/�� .Signature of Applicant — Owner Contractor ❑ Agent An OSHA ion of strueturestoverr3gstoraesoinehc fattions over p demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee 0-9— o COPIWE (V TOTAL FEE HAz DFEES IMP FLOOD coF PA RCE PD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. a�l0 _ 7� WHITE-D.P.W., YELLOW-ASSE»OR, --INSPECTOR, GOLD ENROO-APPLICANT "N '--CQUN•TY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 P RMIT OWNERA / APPLICATION DATA SHEET Proposed Building Use S F - ���.- Building Inspector A. P. No. Date 3 gL At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: All items h ve been submitted. ........................................ DATE RECEIVED BY 2. Plot plan /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). .. 2/ 1 Mobilehome daUjand manufacturer's installation instructions, 2 sets. . .. Fees of $ % Z 11. . .......... 360 Impact fees as shown on attache d schedule. S��`�" ...k it ...... ��, 3Gb�... . /9 12. California Department of Forestry plan approval/fees. ....................... . 14. Flood elevation letter (100 year flood) by California Engineer. ......... . Sanitation and plot plan approval u�II'10-- Health Department. .......---i-�- � 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. 6 19. Contact Land Development about (A) Improvements (B) Drainage. . Driveway permit (construction approval required prior to occupancy). .. ... ....�� f� 9 20. Pre -inspection for - to Building Ins req, required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. 23. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner_) ............ / -Z,i� 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ .' 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32.P n cclist.................................................. 34. When yza issue the permit, p cess as follows: Mail to owner. Mail to contractor. Telephonw$ Er!o�/ and hold for pickup at Q'Q� office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire D pt. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: new item not checked above). 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 Counter by Date Plans checked by Date Plans approved by �/� Date - Lo - 2 2 - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works i i Y' Al i �. � 5�1-�,. _` �.� .. TO Buildina Department r FROM: Environmental Health SUBJECT: Sanitation Clearance Al Itz-0 CQ Owner Location Plan Approved for: Sewaqe Disposal Water Supply Fold final for: Final clearance O.K. for: Clearance for bedroom home. Other _ Sanitarian Water Supply Water Supply Date f Z TO: Building Department , FROM: Encroachment Permit Section RE: Driveway Clearance .7 A/ 4-117 owner location AP # Driveway permit /lo /J�d'v?df ��+C� has been issued for the above property. n u b sign re date COUNTY OF BUTTE -.DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,'CALIFORNIA 95965 - TELEPHONE (916)5387541 Wp �-� A.P. N0. P-1YX-02-6 PROPOSED BUILDING USE JY 3 e DATE REC. # DATE REC School Distric Fees �v (paid at District Office) ........................... 2. Sheriff Fees (paid at Building Department) a9��Residential .......... � X = � `— � /�' /Z - jZ Commercial(per sq.ft.) X =$ 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid -at District Office) 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prix: to issuance of the permit. APPLICANT itv J_ DATE 91-3 L7 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form -'Per Building) School District t41,0 W1W ' Building Department No. A.P. Number �r -7 7J ��G 4 Jurisdictio City _County Property Owner 2 /' �'�< 46 Property Location/Address d A Y Q00 (/ Subdivison r Lot No. Residential Development 0 0 Sq. Footage i N . of ving MHI Addition (Group R) Units Commercial/Industrial Sq. Footage New Addition (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) /.s, Date District identification -No. - 30 6-.®; ORo6 j ll e- Unin,,3 /J, A P School District certifies that f�p��L �12Ot,�j nJ C,g MPM (Street Address) (CRY) is (Applicant)_r (Phone Number) (Zip Code) has complied with the.requirements of Resolution No. by payment of $ representing 1519 square feet. School District Representative Paid by Check Number Remarks: //-/U-M,. Date P1 Bank Number' Paid by, Cash Je 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) feeformmkt (4/92) r F RESIDENTIAL.PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER I >nI GENERAL L .oning requirements: (sideyards and number Valuation. 54--figsigned by designer. 4G�Proper description of work on application. 4—Ezisting violations on property. 8/91 'Bldg. Permit # 2- 3 r23 A.P. # &4,/ - Plan Checker of permitted living units). Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 1 --Reed notice of violation. PLOT TPPLAN 1�! �C m�6 plete parcel size and dimensions. �. Setbacks, sideyards, easements, etc. 3 ---Other buildings or structures. �yading, fills, drainage. 5&—"flood hazard. 6. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. I (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR Y: om leteo i t scale plan with dimensions. ,- equired windows for light and ventilation (Sec. 1205). Requ•red windows for second exit (Sec. 1204). ' ig.ts (Chapter 34 & Seca 5207). 5✓Human impact glass (Sec. 5406). 6�equired,room sizes,-ceiling.heights (Sec. 1207.). 7. ,�GFCIs in baths, garage; kitchen,'and'exterior outlets (Article'*210-8). 8— Li fixtures, switches,, receptacles, and exterior'receptacles.'for main-. enance of mechanical equipment. .9 Locations of..water'heater, heating and'.cooling equipment, other electrical s equipment. ,_• , , , 1 arage 'irewall, door size, and closer'(Sec. 503(d)(3)).; _11 O' ' exterior =exit door ('sec: 3304 M. 1re lace and wood stove location, alcoves, and clearance. 1' Sm' e'dete,ciors (Sec. 1XO). I4• umbing fixtures, water closet clearances end•shower *size. STRUCTURAL :DETAILS' �. Standard bracing or engi eered;design (Table 25V) al shape, size, or split'level•houselr'equiring lateral design. ..,Clerestory•req.uiring balloon framing and/or engineering. buil ' gl•re4uiring.engineered•calculations and plans �F un ation plan complete enough to construct building. N� r construction details complete enough to construct buildin Z FL�� levations and wall construction details complete enough to construct ui- ing �.�Rpof construction details complete enough to construct building. construction details and calcs if necessary. �RR:e ies or bearing ridge beam. oor or porch header sizes. 1ghts. Adobe soils - special foundation design. 1'. Retaining walls requiring design. 1 Special Inspection required. IZOUJ (' 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS'TO LOOK OUT FOR 14---S--tairway details: landings, rise and run, head clearance, handrails 2, �ec. 3306). Guardrail details (Sec. 1711 & 3306(j). is or stone veneer (Chapter 30). plaster - weep screeds (Sec. 4706). 5• P er roof pitch for roof convering (Chapter 32). 6 Roof overing type - (fire hazard). in ulation - protection. 36" halls and stairways. '' diving area over garage -.complete 1 -hour separation required on garage side including supporting walls and posts, etc. s on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 �• -tic access and ventilation (Sec. 3205). 1Y Underfloor access and ventilation (Sec. 2516). m us ion air for fuel burning appliances - L.P.G. requirements. 1� 6quirements on duplexes. I. rgy design. 1 F .lashing at all exterior openings. res onsible area requirements. V _ �ETA�1t-S x"02 GL6z. SCR' �ooF ?o FAN , C �S �C'T'Z'6 A -T 12. EXTE R T cJ�1S O�/i✓ � ��J ALSO DVE2 DIN.QtA f_tV•P.M DE'T H c L FOIZFlfit �"Tc��� W 1�-(.L- s S a Act (ic7 rZO LAM RAA- A FC_12Z�0 To AF ,� oM 2 -Ccr `Z T BQ%t q �Zt- 2 'h4' / /- ? -? 2 - acv- 4�%U P�S� C Lc S C5-- c _ ►Z�� SGT" /D/9Z T•�t/ ' j 9Y _._.._.._......__...--•---••---DATE._._............_.. SUBJECT --0..___-._ G�-_�'4L, �i'¢�CS --- SHEETNO..._../.___OF....._��-.... y CHKD.BY.....__.._......_DATE........................ ...�/'F TI/�:�..���....�. ��f-Y _SJO® NO..--......Z/�� ..-......-.... COUNTY OF BUTTE F L T ENGINEERiNIG BUILDING DEPT 5790 CLARK RD. PARADISE, CA 95969 1992 (916) 672-0254 C.fGCS /S i¢ Z — Srrne Y Si, v lr'r� �-¢Ni� y 0w�IA-,7gf en"— FESS/1 "— FES.S/ W No. b� \ glFOf CAl BUT% WUNTY � - /� �rWlNG DEPARTMENT, _ , .30,E /•O.�c Z• 7f "��6' App 9VP.D ox jf' -ox /`��trc��xs -1>,rc �"Z? �= � _ /<3� � ,8tts, f' /ZOp j`�'/ � �osTs �J, �fl•. O. b i S ,P. SPez lry,8t7e .af ys i BY -`..-__.-_DATE .o9Z SUBJECT.T`�- `/4%%D�s' SHEET NO........_. 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Z S' C;�,e Cr%GG s 0 /r 01,10,67Z C,¢ -e -C s ,4-C ,z ver ,sy THE ,�vrc:�f vy' ,8vrr�- Lir. f'�.fe��� 14— (6x Zl. 67/Zrr /Z�,c �¢fl — /3 tZ� f�6x /�3//Z <1312 w ��rr. - � - . B/Zx �¢� t�)x �z�•�7X ¢� f, OiD.r �x � f,ODe�?x ¢DX� 17,31 Y .13,P,< /Q, 31' = 2,,'7 .2.x/7 — 3,T 6f'.c.12�, BY.._1..__GT-•---DATE ./0..?2 SUBJECT....-........T...._._.��c_S_..__..._. SHEET NO..__._L_._.OF._..r�._._. CHKD. BY ................... DATE ..... _............. ............---..._.._............_................._._..............--_._.._..._....__...._...._. _..... JOB NO.._......Z........................._... ._.... .-.._..... .-.......................... ........................... ............ .._............................ _.r.. ............... _A .................... .......... ._............ .................. ...... _........ _...--..._._..... /Z 15- 7- �6-1,'EZ. 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F,e /10.33 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-iR Project Title.......... The Brown Residence Date........ 09/24/92 Project Address........ Building Permit Plan Check Date Field Check Date Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone.......:... 11 MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case GENERAL INFORMATION Conditioned Floor Area..... Building Type.. .. Building Front Orientation. Number of Dwelling Units... Number of Stories.. ...... Floor Construction Type.... Infiltration Control....... 1518 sf Single Family Detached Front Facing 45 deg (NE) 1 2 Raised Floor (Package E) Standard COUNTY OF BUTTE BUILDING DEPT BUILDING SHELL INSULATION N 0 V 0 9 1992 Component Insul Type R -value, Location/Comments Wall R-13 FRONT, TO GARAGE, LEFT, BACK, RIGHT . Door R-0 FRONT, TO GARAGE Roof R-30 ATTIC, VAULTED Floor R-19 RAISED FLOOR F1oorExt R-19 ABOVE GARAGE GLAZING E. Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Front (NE) 16.0 2 drapes 50% BUG SCREEN Yes Metal Window Front (NE) 24.0 2 drapes 50% BUG SCREEN None Metal Window Left (SE) 20.0 2 drapes 50% BUG SCREEN None Metal Window Left (SE) 16.0 2 drapes 50% BUG SCREEN Yes Metal Window Back (SW) 160.1 2 drapes. 50% BUG SCREEN Yes Metal Window Right (NW) 53.0 2 drapes 50% BUG SCREEN None Metal Window Right (NW) 16.0 2 .drapes 50% BUG SCREEN Yes Metal THERMAL MASS Area Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments. InteriorHorz 13 1.0 Yes .HEARTH InteriorVert 40 - 1.0 Yes HEARTH.SURROUND. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Brown Residence Date........ 09/24/92 MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case SPECIAL FEATURES/REMARKS HEATPUMP WATER HEATER DOES NOT NEED TO HAVE A HEAT TRAP INSTALLED ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value HeatPump 6.6 HSPF Attic R-5.79 AirCond 9.70 SEER Attic R-5.79 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heating 6.6 HSPF 42000 TRANE WCC042F100A Cooling 9.7 SEER 41500 SAME AS ABOVE Cooling Coil CEC Maximum output for Gas Central Furnaces: Btuh WATER HEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # Energy System Type Heat (gal) Blanket (or approved equal) Credits Storage, HeatPump 1 n/a n/a RHEEM HP2800 None SPECIAL FEATURES/REMARKS HEATPUMP WATER HEATER DOES NOT NEED TO HAVE A HEAT TRAP INSTALLED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Brown Residence Date........ 09/24/92 MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Company. Address. Phone... License. Signed date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, CA 95926 Phone... ( 916 )94.-8466 Signed(,/ 9' ?-- ate OWNER Name.... Michael & Linda Brown Company. Address. Phone... Signed (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Brown Residence. Date........ 09/24/92 Project Address........ Documentation Author... Marty Runnel s Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... it Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment * 2-5352(a): Minimum ceiling insulation R-19 weighted average. V/ 2-5352(b): Loose fill insulation manufacturers labeled R -Value. * 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). y 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 2-5311: Insulation specified or installed meets CEC quality standards. Indicate type and form. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. JJ/A- 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, 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. V/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Brown Residence. Date........ 09/24/92 MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case HVAC AND PLUMBING SYSTEM MEASURES 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems.. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper controls. Design- Enforce- er ment V V 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 2-5352(1): Water heater insulation blanket (R-12 or greater) for / storage and backup tanks for solar water heating systems (first 1/ 5 feet of pipes closest to tank insulated to R-3 or greater). 2-5312(Exception I): Pipe insulation on steam and steam condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75"percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. PIA .61 LIGHTING AND APPLIANCE MEASURES Design- Enforce- er ment 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. i 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Brown Residence. Date........ 09/24/92 Project Address........ Documentation Author... Marty Runnel s Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone ............ 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 29.75 26.27 3.48 Space Cooling.......... 18.98 26.00 -7.02 Water Heating.......... 13.44 9.72 3.72 Total 62.17 61.99 0.18 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.. ..... .. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1518 sf Single Family Detached Front Facing 45 deg (NE) 1 2 ReducedYear Raised Floor (Package E) 1 J 13076 cf 1086 sf 0 sf 20.1 % of FA 8.6 ft BUILDING ZONE INFORMATION Floor Cond- Area Zone Type itioned (sf) HOUSE Residence Yes 1518 # of Vent Special Volume Dwell Thermostat Height Vent Area (cf) Units Type (ft) (sf) 13076 1.00 Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title ........... The Brown Residence. Date........ 09/24/92 MICROPAS3 v3.11 File -922328 Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE 1 Wall 244 0.089 R-13 45 90 Yes FRONT None 2 Wall 155 0.089 R-13 45 90 No TO GARAGE None 3 Door 20 0.330 R-0 45 90 Yes FRONT None 4 Door 18 0.330 R-0 45 90 No TO GARAGE None 5 Wall 454 0.089 R-13 135 90 Yes LEFT None 6 Wall 245 0.089 R-13 225 90 Yes BACK None 7 Wall 475 0.089 R-13 315 90 Yes RIGHT None 8 Roof 803 0.033 R-30 0 0 Yes ATTIC None 9 Roof 233 0.033 R-30 225 29 Yes VAULTED None 10 Floor 783 0.037 R-19 0 0 No RAISED FLOOR None 11 FloorExt 303 0.049 R-19 0 0 No ABOVE GARAGE None GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 16.0 "" 2 Metal Slider 0.65 45 90 0.77 drapes 0.66 2 Window 16.0 v 2 Metal Slider 0.65 45 90 0.77 drapes 0.66 3 Window 8. 0-,,-"" 2 Metal Slider 0.65 45 90 0.77 drapes 0.66 4 Window 200' 2 Metal Slider 0.65 135 90 0.77 drapes 0.66 5 Window 16:0,/ , 2- Metal Slider 0.65 135 90 0.77 drapes 0.66 6 Window 40.0 V 2 Metal Slider 0.65 225 90 0.77 drapes 0.66 7 Window 667 ✓ 2 Metal Slider 0.65 225 90 0.77 drapes 0.66 8 Window 53:4v/ 2 Metal Slider 0.65 225 90 0.77 drapes 0.66 9 Window 20.0 / 2 Metal Slider 0.65 315 90 0.77 drapes 0.66 10 Window 15.0 �/ ✓ 2 Metal Slider 0.65 315 90 0.77 drapes 0.66 11 Window 12.0 2 Metal Slider 0.65 315 90 0.77 drapes 0.66 12 Window 3.0 d 2 Metal Slider 0.65 315 90 0.77 drapes 0.66 13 Window 3.0 ✓ 2 Metal Slider 0.65 315 90 0.77 drapes 0.66 14 Window 16.0/ 2 Metal Slider 0.65 315 90 0.77 drapes 0.66 OVERHANGS AND SIDE FINS Window- Overhang Left Fin -Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 16.0 2 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 16.0 4 n/a 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 40.0 6.67 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 66.7 6.67 n/a 5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 53.4 6.67 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 16.0 4 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Brown Residence. Date........ 09/24/92 MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case WATER HEATING SYSTEMS Capa- R-12 or System # of city Greater Effic- Standby Input Type Heat (gal) Blanket iency Loss Rating Pilot Size (Btuh) Credits Storage HeatPump. 1 n/a n/a 2.6 EF n/a n/a n/a None SPECIAL FEATURES/REMARKS HEATPUMP WATER HEATER DOES NOT NEED TO HAVE A HEAT TRAP INSTALLED EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 1 Window 16.0 50% BUG SCREEN 0.84 2 Window 16.0 50% BUG SCREEN 0.84 3 Window 8.0 50% BUG SCREEN 0.84 4 Window 20.0 50% BUG SCREEN 0.84 5 Window 16.0 50% BUG SCREEN 0.84 6 Window 40.0 50% BUG SCREEN 0.84 7 Window 66.7 50% BUG SCREEN 0.84 8 Window 53.4 50% BUG SCREEN 0.84 9 Window 20.0 50% BUG SCREEN 0.84 10 Window 15.0 50% BUG SCREEN 0.84 11 Window 12.0 50% BUG SCREEN 0.84 12 Window 3.0 50% BUG SCREEN 0.84 13 Window 3.0 50% BUG SCREEN 0.84 14 Window 16.0 50% BUG SCREEN 0.84 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1° InteriorHorz 13 1.0 24.0 0.67 R-0.0 HEARTH 2 InteriorVert 40 1.0 24.0 0.67 R-0.0 HEARTH SURROUND HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE HeatPump 6.6 HSPF Attic R-5.79 0.895 AirCond 9.70 SEER Attic R-5.79 0.885 WATER HEATING SYSTEMS Capa- R-12 or System # of city Greater Effic- Standby Input Type Heat (gal) Blanket iency Loss Rating Pilot Size (Btuh) Credits Storage HeatPump. 1 n/a n/a 2.6 EF n/a n/a n/a None SPECIAL FEATURES/REMARKS HEATPUMP WATER HEATER DOES NOT NEED TO HAVE A HEAT TRAP INSTALLED HVAC SIZING Page 1 HVAC Project Title.......... The -Brown Residence, Date........ 09/24/92 Project Address........ Documentation Author... Marty Runnells Company................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92232B Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -1518 S.F. Res. -Base Case GENERAL INFORMATION Floor Area ................. Volume ....... ............ Front Orientation.......... Sizing Location............ Latitude... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Shading Used.... ........ Latent Load Fraction....... 1518 sf 13076 cf Front Facing 45 deg (NE) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 9221 5358 Glazing Conduction ............... 7933 5156 Glazing Solar .................... n/a 9902 Infiltration ..................... 7438 3054 Internal Gain .................... n/a 2100 Ducts....... ...................... 2459 2557 Sensible Load... ............... 27051 28128 Latent Load ...................... n/a 5626 Total Load 27051 33753 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output applicable for gas central furnaces only i Retua, n to; DPW AGRICULTURAL 'STATEINSNT OF Adk'N0'eTLEDG'rl`= FOR RESIDF?MAL DEVELOPIMEINT Section 26-8.1 of the Butte County Code requires':. this acknowledgement be recorded prior to issuance of a building permit. . I , Ail that real property 'situate in the County 'of Butte, State of California, described as follows: p, P -Z;" oG/ - 4I9v -0 24 Date: ,•g (g Iq7- State of SS. County of Iarvealq) PROPERTY OWNERS: On this the 341n day of Sjevti• b 19 undersigned Notary Public, personally appeared N)0Wk. Qh-7khbhy Zt-oLeh before me, theme..,,` 1 i Y - o. I y kctr law e- 11 O W V1 .' oftf 1 The property described herein is adjacent 7- 5 1 32 1 Rec Fee 14.00 to land or included within an area zoned COMM. +961216 1 Check 14.00 for agricultural purposes, and residents Recorded I of this property may be subject .to incon- Official Records I veniences or discomfort arising from the County of I use of agricultural chemicals, including, Butte I but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder I of agricultural operations including, 9:16am 9 -Nov -92 I PUBL XX 4 but not limited to cultivation, plowing, �r spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent .property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. Ail that real property 'situate in the County 'of Butte, State of California, described as follows: p, P -Z;" oG/ - 4I9v -0 24 Date: ,•g (g Iq7- State of SS. County of Iarvealq) PROPERTY OWNERS: On this the 341n day of Sjevti• b 19 undersigned Notary Public, personally appeared N)0Wk. Qh-7khbhy Zt-oLeh before me, theme..,,` 1 i Y - o. I y kctr law e- 11 O W V1 .' oftf Personally known to me. © Proved to me on the basis- ALEJANDROE.CRUZ of satisfactory evidence. COMM. +961216 o be the persons) c,rhose name(s) -}hayNotay LAMEDA OUNTY 6�-MVcw=.ex&*"MAR ubscribed to the within instrument and acknowled ed that � -iib`,AU�MfDACOUNTV 24,1998 executed the same for the purposes therein contained. IN WITNt S-. EREOF, I hereunto set my hand and official seal. Present A.P. No. - Notary Pub c �r I ' V 92-31258 Order No. 1-157852 ' SciIEDVLE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: A portion of the Southwest quarter, of the Southwest quarter of Section 17, Township 20 North, Range 5 East, M.D.H. & M., described as follows: BEGINNING at -the Northwest corner of -the Southwest quarter of the Southwest quarter of said Section 17; thence along the West line of said Section, South 01' 44' 59" West, 850 feet; thence North 88' 17' 31" East, parallel with the North line of said Southwest quarter of the Southwest quarter, a distance of 920 feet, more or less; to the Westerly line of that certain strip of land 60 feet in width described in Deed from E. Tucker to Butte and Plumas Railway Company, dated October 14, 1910 and recorded October 14, 1910 in Book 118 of Deeds, at page`12, records of Butte County, California; thence Northerly along said Westerly line to the North line of said ,_Southwest. -quarter of the Southwest quarter of said Section 17; hpn.ce along said North line, South -88' 17' 31" 'West, 615 feet,'more or less to the point of beginning. AP No. 061-490-026 PARCEL II: An easement and right of way for road and public utility purposes described as follows: A strip of land'60 feet in width 30 feet on each side of the line as now ` surveyed in, over, on and across Section 17, Township 20 North, Range 5 East, M.D.H. & M., more particularly described as follows: DEGINNING at a point on the South lino of Section 17, Townahip 20 North, Range 5 East, M.D.B. & M., 1132 foot East of the Southwest corner of said Section 17, and running thence North 3' 34' East, 33.0 feet; thence on a 30' curve to the left, 118.33 feet; thence North 31. 56' West, 92.67 feet; thence on a 20' curve -to the right, 173.67 feet; thence North 2. 48' East, 92.33 fent; thence on a 16' curve to the right, 114.17 feet; thence North 21' 04' East, 77.59 feet; thence on a 16' curve to the left, 132.92 feet; thence North 0' 12' West, 81.32 feet; thence on a 12' curve to the left, 275.0 feet; thence North 33' 12' West, 147.55 feet; thence on a 12' curve to the right, 234.44 feet; thence North 5' 04.' West, 146.77 feet; thence on a 12' curve to the left, 132.17 feet; thence North 31. 30' West, 5.50 feet; thence on a 40' curve to the right, 132.08 feet; thence North 21. 20' East, 41.00 feet; thence on a 40' curve to the left, 98.00 feet; thence North 17' 52' West, 48.00 feet; thence on a 40' curve to the right, 72.33 feet; thence North 11' 04' East, 194.00 feet; thence on a 40' curve to the left, 214.83 fact; thence North 74' 52' West, 46.10 feet; thence on o 40' curve to the right, 238.83 feet; thence North 20' 40' Eost, 47,23 feet; thence on (Continued) _ a 50' curve to the left, 12.17'feet to a point on the Southwest quarter of said Section 17, 115 feet Northwest corner of said Southwest quarter. 92-31258 Order No. 1-157852 / the North line of East of the Being all the land described in Deed from E. Tucker, to Butte and Plumas Railway Company, dated October 14, 1910, recorded October 14, 1910 in Book 118 of Deeds, page 12, records of Butte County. PARCEL III: - All that portion of the following described parcel of land lying East of the East boundary of Oroville-Quincy Road: An easement and right of way for road and public utility purposes 60 feet in width, 30 feet on each side of the line as now surveyed in, over, on and across Section 18, Township 20 North, Range 5 East, M.D.D. & M., more particularly described as follows: BEGINNING at a point 122 feet, more or less, North of the quarter corner between Sections 17 and 18, Township 20 North, Range 5 East, M.D.B. & M., and running thence south 62. 38' West, 367.32 feet; thence on..a.45* curve to the richtr East, 51.75 feet;_.ti;cr�ce on a 50 curve -.to Fthetrightthenc102�89hf31 eet02 i thence North 48' ?5' `ast, 30. left, 124.03 feet; theNorthJlfeet;�,thence on a 24' curve to the Fa, 8781 20' curve to the left, 237.46 feet; thencesNorth.28'f511theWestnn5 ce oa feet; thence on a 16• curve to the left, 166.88 feet; thence.North 55• 33' West, 63.03 feet; thence on a 40• curve to the right, 208.12 feet; thence North 27. 42' East, 51.6 feet; thence on a 40• curve to the left, 218.33 feet; thence North 59. 38' West, 61.3 feet; thence on a 40' curve to the right, 365.62 feet; thence North 86. 37' East, 173.7 feet; thence on a 400 curve to the left, 327.00 foot, thonco North 44• '11' Wost, 150,52 foot, thence on a 400 curve to the right, 129.21 feet; thence North 7. 30' East, 57.27 feet; thence on a 30• curve to the left, 118.22 feet; thence North 27. 58' West, 76.88 feet; thence on a 40• curve to the right, 139.54 feet; thence North 27. 51'.East, 79.66 feet; thence on a 40' curve to the left, 103.00 feet, to a point on the East and West line between Sections 7 and 18, 316 feet, more or less, West along said Section line from the common corner to Sections 7, 8, 17 and 18, Township 20 North, Range 5 East, M.D.D. & M_ EXCEPTING THEREFROM that portion, quarter of•soid Section 18. PARCEL IV: If any, lying within the Southeast An easement for road and public utilities purposes over a stz•ip of land 60 feet in width; said strip being the former right of way of the Butte Plumss Railroad Company, the centorlino of said strip oxtonding from a point on the East and West centorlino of Soction 20 North, Range 5 East, M.D.D. 17, Township & M., which point is 115 foot Easterly (Continued) -" rTIJL,y'� n 92-3 — 3 :"s, 12 5 6 !s } oar �� Order No. 1-157852 S of the West quarter corner of said Section, Northwesterly to a point on the Westerly line of said Section, which is 122 feet North of said West quarter corner. PARCEL V: An Easement 60 feet in width for road and public the South 60 feet of that portion of the East one-halftofPthgoaes over Southeast quarter of the Northeast.quarter of Section 18, Township 20 North, Range'5 East,. M.D.B. & M., lying East of Oroville-Quincy Road. Comp. Vic. -'N_ END OF DOCUMENT Certificate of Compliance: Residential Climate Zone 11 F-3RD\�vn/ • Project Tide IQ -7 0E_Q%&M q,_tQ CRV- , BuitdingPermit # Project Address 0 V, l /— 9-9 v Checked By / Date Documentation Author Telephone Enforcement Agency Use Only BUU,DING SHELL INSULATION. Component Insulation LocatilonlCommerms Type R -Value Large, .to garagek, pyicaL etc.), • Wall ............... R-13 ) GRO PASS Wall... Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior . Exterior Overhang Framing Ty; North ( ) L L North ( ) East ( ) East ( ) South South ( )27 ow� West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc .Z� (SO (inches) Location/Description (kitchem bath, etc.) HVAC SYSTEMS Minimum` Duct Glass Area % Glass BUILDING DATA Duct Output Manufacturer / Model # North (SE, SEER.HSPF) (attic, etc.) Conditioned Floor Area /SS 7 Slob/Raised Floor lz.t CF_ Number of Stories Z Number of :Units LJ , P. est South S--7. t4 Single Family Detached (SFD) [ ] Addition Alone West (] Single Family Attached (SFA) [ ] Existing Building Skylight — [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Btuh Total --?� BUU,DING SHELL INSULATION. Component Insulation LocatilonlCommerms Type R -Value Large, .to garagek, pyicaL etc.), • Wall ............... R-13 ) GRO PASS Wall... Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior . Exterior Overhang Framing Ty; North ( ) L L North ( ) East ( ) East ( ) South South ( )27 ow� West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc .Z� (SO (inches) Location/Description (kitchem bath, etc.) HVAC SYSTEMS Minimum` Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) LJ , P. &. tg. A-rrt C S--7. -MrAAIE WCCOt1-Z F 1 ODA V Maximum Furnace Heating Output: �_ -il w • rt& Btuh HOT WATER SYSTEMS Tank Manufacturer/Model# "D V .System Type (storage gag, etc.) Capacity (or approved equal) Spee iNMys� SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -111 - NOT4 Lowrise residential buildings subject to the Standards must contain these mcanues regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance roquuements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall I be considered by all parties as binding minimum component performance specifications for the mandatory measures ' whether they are shown elsewhere in the documents or on this checklist only, I DESCRIMON Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed waits R-11 weighted average (does rat apply to exterior mast walls). 6 2.5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate nes greater than 2.0 pernlmch. 62-5311: Insulation specified or installed mats California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352((): Vapor barriers mandatory in Climate Innes 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joins and penetrations caulked and sealed §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. 12.5352(4): Installation of Fireplaces 1. Masonry and factory -bunt fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 112.5352(h) and 2-5315: Setback thermostat on all applicable beating systems. • §2-5316(a): Duct& constructed. installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showerheads and faucetscerifted by the CEC. §2.5352(i): Water heater insulation blanket (R -l2 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 12.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. .2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(e): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator-freeurs, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT DESIGNER 1 ENFORCEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chaptctir2i, Subchapter4. Article 1 of the California Administrative code, This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: TitkJFiam: Address: Telephone; laic. 0: (signature) (date) l Documentation Author Name: TitWFirm: Addn=: Building Owner Name: TidclFum- Address: Telephone: (signature) Enforcement Agency Name: Ascur. Telephone (date) 1. Ceiling Insulation r Single- Number of stories -46 R -value One Two Three R-0 -103 49 -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 U -value 8 6 4 0.50' -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - -46 R -value Family Family Multi - R -value Detached Attached Family R-0 68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -6 -3 -2 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor 0.60 -144 Number of stories -46 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -11 6 -4 0.60 -144 -70 -46 0.50 -120 -58 •38 0.40 -95 -46 30 0.30 69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace -4 -3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation -53 -39 - Number of Stories 4 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss . Slab Floor Effective Pes c t Glass Total %Glass North East South West U -value 18 5 IPercent 4 1 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -',*r 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effftdve Percait Giza (P"Vent Elan x SC) Effective . Slab Floor Effective Pes c t Glass Macs %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 �? 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 Ji- 2 3 1 3 3 0 1 2 1 3 2 0 _0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3A 9 10 -4 IB. Shading (Shade Closed) . Slab Floor Effective Pes c t Glass Macs Family (perrc4sst ttaw x SC) Multi Effegive Stories - ICFA One Two Three %Glace North E4tst South West SlgrW 18 -14 -48 69 64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 6 -23 31 -29 -74 9 -5 -20 -27 -25 65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 18 -47 6 3 -11 -15 --114 -38 5 -2 -9. -11 -10 -30 4 -1 6 -8 -7 -23 3A 9 10 -4 -5 -4 -16 2 , y 2 -1 •9 0 2 3 4 3 .4 0 11 12 12 5.5 5 8 9. Interior Thermal Mass Interior . Slab Floor Raised Floor Macs Family Stories Multi Mass Stories - ICFA One Two Three One Two Three 0.0 -8 -5 -4 -21 8 0.1 -8 -5 -3 -1 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall savle- Sfngle- Sum of 16 Family Family Multi Mass Detedted Attadred Family 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 8 6 4 0.80 1.00 10 13 8 10 5 7 1.20 13 12 8 1.40 1.60 12 10 13 13 9 11 1.80 10 12 12 2-00 10 11 13 11. Heating System SE or HSPF (assumes duets In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 ) 12. Cooling Syst •m SEER Sum of 16 (assume; duets in attic) 25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 _ 20 18 _ _ 15 13 11 8 5 _13.0 Effective SE or HSPF 17 14 12 9 (SE or HSPF x duct efficiency) 2 2 Effective -25 or -24 to 44 to .41o, +610 16 or SE HSPF less -15 •6 +5 15 more 0.30 2.75 -73 64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 1 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 43 1� 0 26 2 0.70 6.42 17 15 13 1 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 ) 12. Cooling Syst •m Zonal Control Adjustment 10 8 7 6 4 3 To Coolin; System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 SEER (assume; duets in attic) Detached and Attached 6. Glass Heat Loss I:xm of 7-10 Interior MasslCFA -25 or -24 to r1410 .4 to +6 to 16 or SEER less 45 ( •b +5 +15 more 8.0 -14 -12 -10 6 -6 -4 . 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 ' 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 - - 12.0 15 13 11 9 7 5 _13.0 20 17 14 12 9 6 2 2 Effective SEER POU (SEER xduct efficlency) _ 5 _ 4 ___ 3 $I -,.I of 7-10 d. West --�- Effective -25 or -24 to -1419 -41o, +610 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11, -9 -7 6 -4 6.6 -5 -4 -4 3 2 -2 7.0 0 0 0 0 0 0 8.0 9 8 5 4 3 9.0 16 14 12 9 7 5 10 22 19 16 13 10 7 1� 0 26 23 19 15 12 8 12.0 30 26 22 18, 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 To Coolin; System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration Single -Family Detached and Attached 6. Glass Heat Loss Interior MasslCFA Water )199 12M 1700 2200 I Tt/a 2 P"S 7. Shading (Shade Open) Heater Credit or ,1 t0 to to • or - Type Type less 11699 S 2699 more SGNone 0 0 0. 0 0 a. North tt.�•uute•4.21 or Solar 12 " 8 . 6 5 4 b, East a TYPE 1 MUS (UINC a 4.2• ie: e■ sed slab) 5 4 3 3 WSB le.tya.d •Ub) 3 3 2 2 c. South POU 8- _ 5 _ 4 ___ 3 •3 d. West --�- SE -- 37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 e. Skylight HWR -18 45% 50% 55% 80% 606 70% 75% 80% 65% 90% 95% 100% 105% 110% 115% 120% 125.11 None 0% 5% 10% 15% 20% 25% 30% 35% 40% 5 -4 3 2 a. North I POU .3_ 2 1 1 1 IE None -28 -19 OY. 0 0.2 0.4 0.6 0.9 1.1 1.9 1.5 •1.7 1.9 21 23 2.5 2.7 2.9 3.2 3.4 • 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 IA 1.6 .1.9 2.1 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.6 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.1 39 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 2.8 3 3.2 3.5 3.7 32 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40% 0.7 0.9 1.1 1.3 1.5 1.7 to 2.2 24 2.6 2.8 3 3.2 3.4 3.8 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 S.9 .50% 0.9 1.1 1.3 1s 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.e 4 42 4.4 4.6 4.8 5.1 S.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 4.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.S 3.8 4 4.2 4.4 4.6 4.8 S 5.2 54 5.6 5.9 6.1 6.3 65 67 90Y.' 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 8.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.0 3.8 4 4.2 4.4 4.6 4.8 5 5.2 S.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 50 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 25 2.8 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration Measures or R-value[38] U -value [0.030] _ or R -value I 1] U -value [0.098] or R -value 19J U -value [0.037] or R -value [0] F2 factor [0.77] Standard 12 Fk,, (94-_ 1y, 94 - 1y, a [double] U -value [0.65] % Total Glass [ 161 % Glass SC Ell? Glass t X _ -�� Z, rp X t I •�- X t X = % Glass SC Eff. % Glass 4.4.- X std? 2t Ap X r /• V X _ t 7. �at3 X =(d e1K O X TYPE 1 MASS AREA % Interior ass/CFA COND. FLOOR AREA TYPE 2 MASS AREA 8 Exterior Wall Mass ND . R A A SE or HSPF Deux Efriciency [0.78] Effective SE or [0.72/6.6] HSPF [0.5615. IS] 1�t 9 X t % 2 SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] J Type [SG] Credit [none] Point Scores 0 -3 -Z Sum lb O 0 -1 -1A- Sum 7-10 3 Point Point Total: !AMMENU� Single -Family Detached and Attached 6. Glass Heat Loss Unit Size (so Water )199 12M 1700 2200 2700 7. Shading (Shade Open) Heater Credit or ,1 t0 to to • or - Type Type less 11699 2199 2699 more SGNone 0 0 0. 0 0 a. North or Solar 12 " 8 . 6 5 4 b, East HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 c. South POU 8- _ 5 _ 4 ___ 3 •3 d. West SE None 37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 e. Skylight HWR -18 -12 -9 -7 6 f L POU -13 =12 -9 -7 6 8. Shading (Shade Closed) 1 IG None ' -5 -3 -2 2 -2 j Solar Z 5 -4 3 2 a. North I POU .3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 b. East Solar POU 8 -10 5 6 4 -5 3 -4 3 -3 C. South Muld-Fank (Individual units) d. West ., LM Size (6i e. Skylight Water 699 700 1200 700 2200 Type Type Ie s 1199 1M 21'99 mom 9. Interior Thermal Mass SG None 0 0 0 0 0 , 'y-" , Y r' \ - or Solar 14 7 5 4 3 10. Ex't'erior Wall Mass HP HWR 9 5 3 2 2C WSB 9 4 3 2 2POU ' Heating SE Noone •45 -23 -15 -11 9 11. System Solar 2 1 1 0 o ;. 4 Zona) Control? (Y / N) HWR 23 -12 6 6 '-S ,� �, • �' 1 F WSB -25 -13 -8 6 -6 -5 -5 12. Coolin $tem g ys IG None -8 `.6 , -4 -3 2 -2 Zonal Control? ( Y / N ) Solar. 3 2 1 1 _ Pou_ t ' 0 - 0 - 0 0 13. Water Heating E None . -30 -15 -10 -8 6 Solar 18 9 6 4 4 - POU -8 -4 -3 -2 -2 Measures or R-value[38] U -value [0.030] _ or R -value I 1] U -value [0.098] or R -value 19J U -value [0.037] or R -value [0] F2 factor [0.77] Standard 12 Fk,, (94-_ 1y, 94 - 1y, a [double] U -value [0.65] % Total Glass [ 161 % Glass SC Ell? Glass t X _ -�� Z, rp X t I •�- X t X = % Glass SC Eff. % Glass 4.4.- X std? 2t Ap X r /• V X _ t 7. �at3 X =(d e1K O X TYPE 1 MASS AREA % Interior ass/CFA COND. FLOOR AREA TYPE 2 MASS AREA 8 Exterior Wall Mass ND . R A A SE or HSPF Deux Efriciency [0.78] Effective SE or [0.72/6.6] HSPF [0.5615. IS] 1�t 9 X t % 2 SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] J Type [SG] Credit [none] Point Scores 0 -3 -Z Sum lb O 0 -1 -1A- Sum 7-10 3 Point Point Total: !AMMENU� t SASOMINt f'I.AI+[ FLE: M5fLR16t.PU6 H HIMEMFA m CL Q LiJ V'. l�� Je MASTER Couniy N_11�f 3G "✓591 =-`.' Vk t^ (N)(Q�4NO,SLATE m_ p PEDESTAL FOR WOOD STOVE .� HIMEMFA m CL Q LiJ V'. o I i I I HIMEMFA m ms ® s it I 1-3/4" WD. FRENCH DOORS STAIN GRADE Wi DUAL. PANE TEMPERED GLAZING, TFAE DIVIDED LITE$ HARDWARE GROUP M �1—�il 41—fJ111 as EBL ERtc2 1-3/4" WD. FRENCH 1-3/4" WD. FRENC14 DOORS STAIN GRADE DOM STAIN GRADE W/ DUAL. PANE Wi DUAL.. PANE TEMPERED GLAZING, 71 1MRF-D GLAZING, TRUE DIVIDED LITES TRUE DIVIDED LITES HARDWARE GROUP M HMW"RE GROUP 'S HAmrZmvWAmrzE` GROUP wi co) :INIEBI 1-3/811 WD. DOORS PAINT GRADE TOP MATCH (1:) DOORS HARDWARE GROW 05' (D 61-iffll 0 iu 0 1-1/2 PAIR OF 1-1/2 PAIR (T- LOCKET: LOCKSET: LOCKSET: DEADBOLT: DEADMT: DEADBOLT: ms ® s it I 1-3/4" WD. FRENCH DOORS STAIN GRADE Wi DUAL. PANE TEMPERED GLAZING, TFAE DIVIDED LITE$ HARDWARE GROUP M �1—�il 41—fJ111 as EBL ERtc2 1-3/4" WD. FRENCH 1-3/4" WD. FRENC14 DOORS STAIN GRADE DOM STAIN GRADE W/ DUAL. PANE Wi DUAL.. PANE TEMPERED GLAZING, 71 1MRF-D GLAZING, TRUE DIVIDED LITES TRUE DIVIDED LITES HARDWARE GROUP M HMW"RE GROUP 'S HAmrZmvWAmrzE` GROUP wi co) :INIEBI 1-3/811 WD. DOORS PAINT GRADE TOP MATCH (1:) DOORS HARDWARE GROW 05' (D @ 0 1-1/2 PAIR OF 1-1/2 PAIR OF 1-1/2 PAIR (T- LOCKET: LOCKSET: LOCKSET: DEADBOLT: DEADMT: DEADBOLT: d WALL LEGEND (E) WALLS TO REMAIN (N) WALLS EXTERIOR , 2 x 6 STUDS I601 OjC. W/ R -IS F1131-Flin1.AS6 BLANKL;T INSULATION, UNLESS OTkFRWISE NOTED INTERIOR = 2 x 4 STUDS * 16" O:C. Uk R-11 F15EWAASS BLANKET iN& LATION, UNLESS OTHERWISE WIED (N) CMU BLOCK WALLS WALLS TO - — - -- - -- - BE OF -MOV. -- - -- — -- - (UNLESS OTHMISE NOTED) S, t 1 0 s _ .. i i I I I I I I 11 -- l 'F� G PLYWOOD CC EXT: r I -- x (Ln 42 DECKIWG (ALT)- V DF" GIRDERS IYB" TAG PLYWOOD CL EV. C-rUARD RAIL -7 wtmAV 4m 11"1.11111 1l rIrr I/ I I I /_ 14' j it MIN. Foot J NG 4B" MAX. X � Q FKMN G. CLI P_" r ^ � I � m STAIR STRINGER. 48'0.x. MAX. -TOP VIEW H ALIDRRIL NOT 5koW N FOK Cl-ARIT'f. 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