Loading...
HomeMy WebLinkAbout007-340-028,.• .. _-. tea""',. _ y _ _ _. -. .. i .X ., _ .= vv -';,C.� � ..._. _r. - _ ... _ _. _ .. .- .. �.--�_.}...r...�.__.-. r - � - -47 -..an ak Dre 3121.Coronado Rd., lot 95, Joshua Tree #2, Chico , • Permit #380 78B(new sin le amily) { .y; Permit #7272-78 (0 clearance fireplace) .SF. %►,. _ nal IA`Yllyi r ; •� �-- Contr:,Lamb & Rice, Chico,: P rmi.t 4*1443-79P ( yard .sprinklers) SF x 7 { 00 NEW. OWNER ter: WARREN K HANBAUER t. t'3121 Coronado Rd., Chico Pe' rmit#2497=83B,E(new privatagrage)".41 007-34-0-028 00-0830 - ' HALLBAUER, WARREN & MARY tyre 1 3121 CORONADO RD., CI -ICO ADDITION TO EXISTING GARAGE - ;' 1 .,.. ..., . t� -. f -007-340-028- -- 00-2018. HALLBAUER WARREN & MARY" 3121 CORONADO RD. CHICO r Q CONTR. OWNER TEMP ELE FOR BP # 00-0830 B22 CLUNNEt. B22 "_ _ • . *Uickm=12 Garage 6 mitt) 10'05 m) do 20'(6. 09 w):": ' Maw, Dwa C -*.. hn-Ga � S ��PP°d Galrauized, Stainless'Sted Type 304 oc 316. Aiamamnan � ' . tsi7,15� - 3/g" (41.3) 3/g+ (h s) 7/t» (qsj V22) ' �. Iv -T na) S 822. 1310 (t t4) • a 822A 324 (5:691 1:124 � � (p Z CL" 4W (L49) 2M (4." ��A 931 V-30 8(i9 .5906 p•6a) X653 (1 228 6.649 p.E9) 1956 (172,67) .701 R7.tg1 1.456 (3.70) Ll , 1.2027 Q�iddaGaas otox6oap�paq� arc b�od m a>e�al a a Booz y! � ALQ Sid �� TSL (l9ai) .751 (1 11j b b p 1�11 Fri - �r \ Y s (413) 31/4"- X X 025) 13/16" 1322A,M.6) Wt 3.801bs1Ft (s.65 Ww) _ 15(8" o (41.3) C 20 pap 14 for geacw fitting and maid finish voifica Boas. a w Cm s U d CG A 4 iz a� o"b u 0 d� p 'o Wq 22 B22 BEAM LOADING DATA B -Lin& av�yy s'saRac�a�r..nstva=�:•:�r..w-� asr �... , �x , . . Beam Span In. nim Cliannel Stvle B22 B22A Uniform 'Lbs. Load and1' (11610) 014 (.35) 2610 oro. De ection I .I Spa ni (11610) 2610 (11610) 712 (305) 2610 2610' B22X 5790' (11610) .002 (.OS) 2610' (11610) 2610' (11610) B22 2269 25755 .001 .02 5790' 25755 5790' 25755 18 (457) B22A 2610' (10093) (11610) .031 .007 (.79). (.18) 2269 2610' (10093) 2269 (10093) (11610) 2610' (11610) B22X 5790' 5755 .003 .0 5790' 25755 5790• 2575 24 (609) B22 B22A 1702 2610' (7571) .056 (1.42) 1702 (7571) 1702 (7571) B22X 5790' (11610) .017 (A3) 2610' (11610) 2610' (11610) B22 1361 25755 .008 .20 5790' (25755)5790' 25755 30 (762) B22A 2610' (6054) 087 • (2.21) 1361 (6054) 1294 (5756) B22X 5790' (11610) .033 (.84) 2610' (11610) 2610' (11610) B22 1135 25755 .017 .73 5790' 25755 5790' 575 36 (914) B22A 2610' (5049) (11610) .126 .057 (3.20) (1.45) 1135 2610' (5049) 899 (3999) (11610) 2610' (11610) B22X 5790' 25755 .029 .73 5790' 25755 5790' 2575 42 (1067) B22 B22A 972 2610' (4323) .172 (4.37) 972 (4323) 660 (2936) B22X (11610) .091 (2.31) 2610' (11610) 2610' (11610) B22 5790' 2575 .046 1.1 5790' 2575 5790' 575 48 (1219 B22A 851 2405 (3785) (10698) .224 (5.69) (3.17) 758 2405 (3372) 505 (2246) B22X 5790' 2575 .125 .068 1.73 5790' (10698) 2405 (10698) 5755 5790' 25755 54 (1371) B22 B22A 756 2138 (3363) .284 (7.21) 599 (2664) 399. (1775) B22X 5790' (9510) 575 .158 (4.01) 2138 (9510) 2024 (9003) 60 B22 681 (3029) .097 .351 2. (8.91) 5790' 485 25755 5790' 575 (215 323 (7437) (1524) B22A 1924 (8558) .195 (4.95) 1924 (8558 1640 95) (52. B22X 5645 25110 .130 3.30 5645 25110 5645 0 66 (1676) B22 B22A 619 1749 (2753) 424 (10.77) 401 (1784) 267 (1187) B22X 5132 (7780) 22828 .236 (5.99) 1749 (7780) 1355 (6027) B22 567 (2522) .158 .505 4.01 (12.83) 5132 337 22828 5132 22828 (1499) 225 (tool) 72 (1829) B22A 1603 (7130) .281 (7.14) 1603 (7130) 1139 (5066) B22X 4704 20924 .188 4.77 4704 20924 4704 20924 78 (1981) B22 B22A 524 1480 (2331) .593 (15. 287 (1276) 191 (849) • B22X 4342 (6583) .330 (838) 1455 (6472) 970 (4315) B22 486 19314 .220 5.59 4342 19314 4270 18994 84 (2133) B22A 1374 (2162) (6112) .687 .383 (17.45) (9.73) 248 1255 (1103) 165 (734) (5582) 837 B22X 4032 (7935 .255 6A8 4032 (3723) 17935 3682 (1 6378) 90 (2286) B22 B22A 454 1283 (2019) .789 (20.04) 216 (961) 144 3) B22X 3763 (5707) .440 (11.17) 1093 (4862) 729 (362 B22 425 16738 .293 7.44 3763 16738 3207 14265 96 (2438) B22A 1202 (1890) (5347) .898 .500 (22.81) (12.70) 190 961 (845) 126 (560) (4275) 640 B22X 3528 15693 .334 (8-481 3528 (2847) 15693 2819 12539 102 (2591) B22 B22A 400. 1132 (1779) 1.013 (25.73) 168 (747) 112 (498), B22X 3320 (5035) .565 (14.35) 851 (3785) 567 (522) B22 378 14768 .377 9.5 3320 14768 2497 11107 108 (2743 ) B22A 1069 .(1681) 1.136 (28.85) 150 (667) 100. (445) B22X 3136 (4755) .633 (16.08) 759 (3376) 506 (2251) 13949 .422 10.72 3136 13949 2227 9906 114 (2895) B22 B22A 358 1013 (1592) 1.266 (32.15) 134 (596) 90 (400) (4506) .706 (17.93) 681 (3029) 454 (2019) B22X 2971 (132M A71 11.96 2971 13215 1999 8892 120 (3048 B22 B22A 340 962 (1512) 1.403 (35.63) 121 (538) 81 (360) B22X 2822 (4279) .782 ._ -(19.86) 615 '(2735) 410 (1824) 1 (12553) .521 (1313) 2706 (12037) 1804 (8024) ---•s - -V1 buca, or -,vvu psi (r i[ intra) in accordance with MFMA, with adequate lateral bracing (see page I 1 for funthei explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. •Failure determined by weld shear. Reference page 14 for general fitting and standard finish specifications. HANNEL._. SELECTION CHART fot•.caatm* Matai,* and ]I k Patterps Abe seiocaronbQ= PCCPaWd b 1?ro e a ref=ute far ""*k 6. and Lok patkam %tdmd types aysad k far fanoasLoie byn mbm1tm4 Same staid= stud dam* wI& holo pw,=s ate available an spodd order OWY *Met& ogair+knt foc &iccwam shown in chart. ssl • Sood 12 Ga. —2.6 mm 1S Ga. -1.2 mm -. 2, 14 Ga. -19 mm 305 - 2.6 mm i - Type 304 Stainless Ska 16 Ga. a 1.5 mm O - 2.0 mm 1 • Type 316 Stam Stoll Propcdies U'vaty due to commerew /okvanoes of &a matetiaL CLamd Put Nahnbesirrg ' Eump1C - B11 Type Rokpauem B12 SH 120 S - B22 sGALY 240 824 BDa 26 TH ' SS4 8 SS6 832 W. 842 �' B52 --- B54 - B56 B62 Bn h?016 Refereo,x page 14 for gcnmg fib6ng and standard finish Rxafications. a M u' I SQ a o - a• —9 a� U J aA. 15 TI VIBoy3800U, unn Introducing the latest addition to the SMA line of Sunny Boys Introducing the latest addition to the Sunny Boy Family: the new Sunny Boy 38000 PV inverter. Over two decades of engineering experience has culminated with the creation of the SB38000. Its new cast aluminum enclosure means lighter weight and better heat trans- fer for sensitive components. New construction and design techniques allow SMA to set the bar even higher when it comes to real-world efficiency and overall reliability. The new silver color and near silent operation.will please even the most particular users. The new SB38000, evidence that the pioneering spirit is alive and well at SMA. ,VAJ 'rF. C US' _ _.. .. C/STEL �- I New Opti cool" Airflow Design 1,00- 0,96- 0,92 ,000,96 0,92 -- — -- -- — 5 O SB38000 0 Peak Efficiency: 95.6% CEC Weighted Efficiency: 94.5% 0,84 -- —-- 0,80 0 1000 2000 3000 4000 PAC IWI SMA's new 3800 watt inverter processes solar energy at an unparalleled 95.6% efficiency and is the first of a new generation of inverters by SMA to be released in America. These new inverters incorporate a cast aluminum housing used to separate the control and power electronics. This new chassis design is incredibly rugged, lightweight and weatherproof. The power electro nics compartment integrates SMA's new OpticoolTM airflow technology where cool air is drawn in through the bottom of the enclosure by convection, drawn around the power electronics where the air absorbs heat and is then released through a side vent. When required, this process is assisted by a temperature controlled fan. The built in meter displays system status as well as the solar energy being produced by the power plant and other key information on the LCD screen. Several meter and soft- ware options are available from your SMA supplier. Specifications Inverter Technology AC Input Voltage AC Input Frequency AC Maximum Output Power @ 45°C AC Maximum Output Current DC Maximum Input Voltage DC MPPT Voltage Range DC Voltage Ripple DC Maximum Input Current PV Start Voltage (Adjustable) Maximum Recommended PV Power Max. PV Array Short Circuit Current Current THD Power Factor SMA -America, Inc. Grass Valley, CA 95945 530.273.4895 www.sma-america.com Real sine -wave, current Peak Inverter Efficiency 95.6% source, high frequency PWM CEC Weighted Efficiency 94.5% 183 - 229 (208 V) 211 - 264 (240 V) Cooling Forced, convection •59.3 - 60.5 (60 Hz)' Power Consumption 0.1 W nighttime 380OW @ 240 VAC <7 W in operation 350OW @ 208 VAC Ambient Temperature Rating Up to 45°C (113°F) ambient 16 AAC at 380OW output power 500 VDC Up to 60°C (140°F) ambient 200 - 400 VDC @ 240 VAC at reduced power 180 - 400 VDC @ 208 VAC Enclosure NEMA 3R - <10% 20 ADC Dimensions 17.8W x 13.8H x 9.31) in. (452W x 351 H x 236D mm) 264 VDC @ 240 VAC 229 VDC @ 208 VAC Weight 85 Ib. (38.4 kg.) Shipping Weight 98 Ib. (44.5 kg.) 4800 Wp 34 ADC Compliance UL 1741, E210376, <3% IEEE 519, IEEE 929, > 0.99 @ nominal power FCC Part 15 A & B Solar Today... Ar%, N A" M F Energy Tomorrow SH^RP MULTI-PURPOSE MODULE 175 WATT HIGH POWER. HIGH EFFICIENCY. SINGLE CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 175W MAXIMUM POWER This single crystal 175 watt module features 16.2% encapsulated cell efficiency and 13.45% module efficiency. Using breakthrough technology perfected by Sharp's nearly 45 years of research and development, these modules use a textured cell surface to reduce reflection of sunlight, and BSF (Black Surface Field) structure to improve conversion efficiency. An anti -reflective coating provides a uniform blue color and increases the absorption of light in all weather conditions. Common applications include office buildings, cabins, solar power stations, solar villages, radio relay stations, beacons, and traffic lights. Ideal for grid -connected systems and designed to withstand rigorous operating conditions, Sharp's NT -175U1 modules offer the maximum usable power per square foot of solar array. Solder -coated grid results in high rill factor Sharp multi-purpose modules offer performance under low light conditions. industry-leading performance for a variety of applications. I FEATURES 0-9MB� I MULTI-PURPOSE MODULE ELECTRICAL CHARACTERISTICS Cell Single crystal silicon No. of Cells and Connections 72 in series Open Circuit Voltage (Voc) 44.4V Maximum Power Voltage (Vpm) 35.4V Short Circuit Current (Isc) 5.55A Maximum Power Current (fpm) 4:95A Maximum Power (Pm)* 175W I Minimum Power (Pm)* 157.5w Encapsulated Solar Cell Efficiency (Tic) 16.20% Module Efficiency (,)m) 13.45% PTC Rating (W)** 153.80 Maximum System Voltage 60OVDC Series Fuse Rating 10A Type of Output Terminal Lead Wire with MC Connector IV CURVES Cell Temperature: 25'C 6 180 10001W/m'1 s 150 800 cw/m'1 4 120 y 600 (W/.'] c "3 60 3 U o 2 60 1 30 0 0 0 30 20 30 40 50 Voltage [V1 Current vs. Voltage Power vs. Voltage Current, Power vs. Voltage Characteristics MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 62.01 x 32.52 x 1.81' / 1575 x 826 x 4600 Weight 37.485lbs / 17.Okg Packing Configuration 2 pcs per carton Size of Carton 66.93 x 38.19 x 5.12'/ 1700 x 970 x 13000 Loading Capacity (20 ft container) 168 pcs (84 cartons) Loading Capacity (40 It container) 392 pcs (196 cartons) j • [FRO_N T1VIE ABSOLUTE MAXIMUM RATINGS Operating Temperature -40 to 194-F / -40 to +90-C Storage Temperature -40 to 194-F / -40 to +90-C Dielectric Isolation Voltage 2200 VDC max. DIMENSIONS D E F D E F G H 7.3'/185.5mm 19.42'/485.5mm 30.93 n85.5mm 51.2' +/- 2'/1300mm+/-50mm 30.43'/773mm Specifications are subject to change without notice. ' (STC) Standard Test Conditions: 25°C, 1 kW/m', AM 1.5 '• (PTC) Pacific Test Conditions: 20°C, 1 kW/m', AM 1.5, 1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. I SHARP 3� Sharp Electronics Corporation - 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 - E-mail: sharpsolar@sharpusa.com - www.sharpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA SSD -175-904 02004 Sharp Electronics Corporation Printed in the USA j • [FRO_N T1VIE W}C• • •�•�•�•� BACK VIEW D E F D E F G H 7.3'/185.5mm 19.42'/485.5mm 30.93 n85.5mm 51.2' +/- 2'/1300mm+/-50mm 30.43'/773mm Specifications are subject to change without notice. ' (STC) Standard Test Conditions: 25°C, 1 kW/m', AM 1.5 '• (PTC) Pacific Test Conditions: 20°C, 1 kW/m', AM 1.5, 1 m/s wind speed In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the latest product manuals before using any Sharp device. I SHARP 3� Sharp Electronics Corporation - 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 - E-mail: sharpsolar@sharpusa.com - www.sharpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA SSD -175-904 02004 Sharp Electronics Corporation Printed in the USA �4.a6ryz�4Y'*44 *, r41! $IS+Mt3wto5 tea% T�iiwiuiti� 9 t ^ 00-2018 ll HALLBAUER WARREN & MARY *� 3121 CORONADO RD. CMCO CONTR. OWNER TEMP ELE. FOR BP# 00-0830 4 . R' ri� ,A,:,;; ^rr; .n. r '`-�+ i F -Now 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 E _0 ELNUT ZONING BUILDINGPERMIT OWNER '4AxM & rARY HALIBALU TELEPHONE 391-8647 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3111 ODM" RD. QU(D9 CA 95973 NAME (WR IJYYtMER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3121 CURO1V+Ai o RD., mico r95973 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP Filing Fee 20.00 PLUMBING PERMIT 9 Each Trap 7.00 USEOFSTRUCTURE SF �AU Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TUV Elk. kDR $P#0(}-0830 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class 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: p; 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 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( x. CT NON R61p. MULTI -OUTLET 97,50 APPARATUS 8 SINGLE OUTLET CIS. 620 ®1'000 �(, OCCU OUTLET OR F[KrURES 0 . OR Ex. Occup. O�LeDrs(RMIPM.) EA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ®, I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation 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. D _ Com/ ,, X T ��- vl!'_ Ate S t I I ( L- Signature Applica r- Owner ❑ Contractor ❑ Agentr An OSHA p rmit is re Ired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 43• HOZ. D. FEES IMP I FLOOD I CDF PARCEL I PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / B Date 1 IIJIILII ,.1 PERMIT EXPIRES ON / Dete1 r Receipt No. 3U2610 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT -NO. ��-� (Rev. 12/96) APPLICATION AND PERMIT Qz_ aeu Oppe &NUM '.+J�"4 8 ZONING BUILDINGPERMIT OWNER WARREN & MARY HAIIBAUER TELEPHONE 891-8647 SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 3121 CORONADO RD., CHICO CA 95973 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3121 CORONADO RD. CHICO Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFXK Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TEMP = FOR BP#00-0830 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W 1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service %.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class 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: pt I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.50FT. NEW p61pT. MULTI -OUTLET 97,50 R A PSINGOUTLET CIR. OWELEPPA US EX. Occup. OUTLET OR FIXTURES BAL .50 FIXED APPINS. OR Ex. Occup. ounETs RESIo. Ea 5.00 Temporary Service 23-0023.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 43.0 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 Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I, 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 with forthwith comply wse provisions. X to IUL�> Signature Applic Owner ❑ Contractor ❑ Agent An OSHA p rmit is re uired for excavations over 60" deep and demolition or construction of structure over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D FEES IMP I FLOOD I CDF PARCEL I PO 11 HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. n B Dat U (J PERMIT EXPIRES O 0 ate Receipt No. 302610 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 OhER 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. a 4yt- 1-1? ,, ' x Date - O Inspector REV 10/92 OWNER PERMIT NO.• A routine inspection indicates that the following violations of butte county Ordinances exist at the'�y'; above address and should be corrected. Please notice this office when correction of work is elll completed. If you have any questions pertaining to this matter, or need additional explanation, "t please contact this office immediately. ,�. Date %1 2( Inspector ' REV 10/92 r. _ OUNTY OF BUTTE1h-" �: "x Jy s1}I,3^i3 ?f(,:f.�P�Piff,. . • BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891-2751'? 7 County Center Drive • Oroville, CA • (530) 538-7541 Y 41 CORRECTION NOTICE =' OWNER PERMIT NO.• A routine inspection indicates that the following violations of butte county Ordinances exist at the'�y'; above address and should be corrected. Please notice this office when correction of work is elll completed. If you have any questions pertaining to this matter, or need additional explanation, "t please contact this office immediately. ,�. Date %1 2( Inspector ' REV 10/92 r. _ r:NorthStar. ENGINEERING Civil Engineers • Planners *.Surveyors Inspector's Daily Report Job No. 7008 Date: June 12, 2000 Page 1 of 1 Arrived at the job site at 1:30 pm for special inspection during installation of epoxy -grouted RFB#5x16 anchor bolts by Simpson at PHD2 holdowns and 5/8" anchor bolts at the shear wall. The bolts were installed in concrete slab over continuous footings at the Hillbauer shop located at 312.1 Coronado. in Chico. 2 bolts were installed at the holdowns in the shear panel located at line "A". A 3/411 diameter hole had been pre -drilled to a depth of 12" at the holdowns and 6" at the anchor bolts. I also witnessed the installation of the 5/8" anchor bolts epoxied into the slab as shown on the shear wall" schedule for line "A" and line " 1". These bolts had an embedment of 6" minimum with spacing per shear wall schedule. The 2 anchor bolts used at the. holdowns were 20" long. The holes were blown out then wire brushed clean and Simpson Epoxy -Tie ET22C was injected into the holes- in sufficient quantity to cause exudation of the grout when the bolts were inserted to a depth of 12" at the holdowns and 6" at the anchor bolts. The bolts were rotated during and after installation to insure good contact with the grout. Based on my observation of the work describe above, it is my opinion that the installation was done in compliance with the manufacturer's recommendations. Departed the job site at 2:00 pm. Inspected by Jeff Richelieu, PE, engineer of record 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530-893-1600 FAX -893-2113 NOTES r PEFj_ f I A., RESIDENTIAL 007-34-0-028 ; t 00-0830' HALLBAUER, WARREN & MARY 3121 CORONADO RD., CHICO I ADDITION TO EXISTING GARAGE - REBUILD FIRE DAMAGE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. -- F E SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �ejzx R's — Je S�t�� * (n:;�fo JOB FINALED (Date) / Signature V=OK - 0 = Mot OK - = Not Applicdble MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card 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. Electricitv: 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 Cent. 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 MISCEL US "Date DECKS, COVERS POR ES PI ) OK except #'s onin uuements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rttrs.-Connectors t Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures ports; Windows -Doors lectric Frmg.; Sills -Anchors- Studs- Rftrs-Trusses V./Siding; Nailing -Veneer -Stucco -Mesh 1 of; Shthg-Roofing 1 ; Steps -Doors -Landings ' 12. Braced Wall Panels Date ^ Card B-1 Date Card B-1 Date Jae4 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 10. Plumb.; Cir. Test -Water Supply Test 1. 11. Light Niche I 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 FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date . Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 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 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- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive J Yes No/Walks J Yes :1 No/Planters J 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: , r r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 41 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT oo-os3o ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER 007-34-0-028 TELEPHONE 891-8647 SO. FT. OCC. BUILDING VALUATION O u 25,920.00 . OWNER'S 1�U,JI�Q,f/DD�ESS - 311 LTI oronado Rd., Chico CONTRACTOR'S NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3121 Coronado Rd CHICO Energy Plan Checking Fee $ . $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 9 Other Garage 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 A3 Describe Work: Add to existing, rebuild fire damage Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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,NOµR6 and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fo a following reason: I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. Bins. SD 3.50FT. 50.40 pT MULCTI c%r— @7.50 OWER APPARATUS 8 SINGLE OUTLET CI R. Ex. Occup. OunEr OR FMRES I.00 eAL 00 Ex. Occup. ounFrs RES D.OEll 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation 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. If �y / _ X J(J i'JC!/ 2— Da e l0 — U U Sig ure of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavatio over 5'0" deep and demolition or construction of structures over 3 stories i i 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 $ 516.90 HAz. o. FEES IMP I FLOOD I CDF PARCEL I PD HD ISS This permit is hereby issued under the applicable provisions ode and/or Resolutions to do work indic ich fees have been paid. of the Butte i)7�� By ` at 0 PERMIT EXPIRES ON 2 aI ebt,) Receipt No. 286368 294320 55,.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I w COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 13UILDING DIVISION 7 County Center Drive e Oroville, California 95965 • Telephone (530) 538-75410L ,00)70eff6 NC. Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O ` �� �rQ I ZONING OWNER _ ---_-- / J/ T L HON `-- 1�ls�,e/�e.nl -. _� �16��� 1 r �f OWNERS MAILING ADDRESS O �O 'd (n C� / --3/1 l Com �_ , `Kp l c� G9 �j S BUILDING PERMIT SO. F . _ i OCC. BUILDING VALUATION_____ - — CONrRACTOR'S NAME TELEPHONE a—rqI � VO � i r CONTRACTORS "UNG ADDRESS - CONSTRUCTION LENDER _ I — Fireplace LENDER'S MAILING ADDRESS Total Valuation I $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee ,5 $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee vo $ C t7 1 1 1 ^V_ (��Y/ ^o SUILOINGADDRESS 3111!� Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PECIFr Each Trap i7 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or ven 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: 7"y flu rip exlsr,,-J�, - gebo)d Gas piping system 1 - 5 oujl6ts 15.00 Building sewer 15.00 Mobile Home I S I CKW I@20.00 PERMIT FEE $ —ELECTRICAL PERMIT Fling Fee 20.00 V OR LESS Main Service 2o0AOR.Ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm Linder 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 C6de for this reason Main Service sow To l000A 46.00j NEW CONST. DWEl11N0 OCCUP. SO OR•4DONS. a ACC. BLDS. 3•5¢Fr. D No p61UT' MULTI-OUTBRANCH LET @7,50 UITS APPARATUS POWER Ln-LEr a swoLE ocIR. 204 1'00 Ex. Occup. OUTLET OR FIXTURES BAL o .50 Ex. Occup. oflxurLtDTs RESP oeo. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ `J 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 if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation 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 1� L� Date U� Signature of,pplica Owner ❑ Contractor ❑ Agent An OSHA per it is re I 'ired for excavations over 50" deep and demolition or construction of structures o er 3 s ri in he t. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IM I FLOOD I CDF PAR PO HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON (Dale) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 _ a OCT(Rev.12/96)• APPLICATION AND PERMIT s UQ' ASSESSORP M L4 0 ZONING BUILDING PERMIT OWN R a r�. �= SO. FT. OCC. BUILDING VALUATION ow s wNG oREss Ch I 6 0 CONTRACTOR'S NAME no rve— TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER rt. LENDERS MAIUNG ADDRESS Tota aluati $ - ARCHITECT OR ENGINEER LICENS O. F' Fee $ 20.00 ermit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fe $ BUILDING ADDRESS ((� n i Gc Energy Plan C eking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS tE PARCE P PLUMBING PERMIT Filing Fee 20.00 USED STR CTURE Qr SF ❑ Duplex ❑ Mobileho e ❑ her sPEcl Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TIOE OF WORK New ❑ Addition ❑ Remodel 'lues ❑ Installation ❑ er Describe Work: U 1- �1N Q, l a G Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ A 1 3, 5� Q ELECTRICAL PERMIT Filing Fee 20.00 OR S Main Service A OR LES 23.00 TRACTOR' DECLARATION I hereby affirm under penaltyjury that I m licensed under provisions of Chapter 9 (commencing with Section f Divisio 3 of the Business and Professions Code, LI NSE/BR and my license is in full forcffect. License Class Lic. N OWUIL R DECLARATION I hereby affirm under penaltyju that I am exempt from the Contractors License Law for the following reason I, as owner of the propeemployees with wages as their sole compensation,Mobile will do the work, and cture is not intended or offered for sale.❑ I, as owner of the prom exclusively contracting with licensed contractors to construct the proje❑ 1 am exempt under SeBusiness and Professions Code for this reason WORKE S' COMPENSATION DECLARATION 1 hereby affirm under pen ty of perjury one of the following declarations: ❑ 1 have and will aintain a certificate of consent to self -insure for workers' compensation, provided for by section 3700 of the Labor Code, for the performance of a work for which this permit is issued. ❑ 1 have and will aintain workers' compensation Insurance, as required by Section 3700 of the or Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrirsecfions Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR AD DNS. ( a ACC. BLDS. 3.50FT. N',E RES D. MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FDRURES fl20 1. 0 Ex. Occup. o Os PL.16.) E 5.00 Temporary Service 23.00 Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy (The ons need not be completed if the permit is for work of a valuation of ondollars ($100) or less.) I certife performance of the work for which this permit is issued, I shall not a person in any manner so as to become subject to workers' of California, and agree that if I should become subject to the workensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. Q X _ Date —f — I 1 �(�(� H Signature Appli - Owner ❑ Contractor ❑ Agent An OSHA p rmit is r uired 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 TOTALFEE$ HAZ D FEES IMP FLOOD CDF PARCEL PDcompws This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B.D.- CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT F COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville�California 95965 • Telephone (530) 537041 gE" 1 0. '+k,(Re12(96), APP LICATION AND PERMIT , ASSESSOR PAR N Me Lj ZONING i „y w BUILDING PERMIT owN RQ' TE ONE SO. FT. OCC. BUILDING VALUATION — . GW S RING PDRESS `a ^ _ CONTRACTORS NAME • 1 CONTRACTORS,MAIUNG ADDRESS CONSTRUCTION LENDER "•,�- 1c.— LENDER'S MAILING ADDRESS N --FIYcplae Total aluatlo $ JMA0 .00 ARCHITECT OR ENGINEER UCENS o. Fi• Fee¢$ 20.00 ermit Fee �-� ,. T ,�` ...-.,,._,_ A ARCHITECT OR ENGINEERS MAILING ADDRESS t, Plan Checkin Fe = BUILDING ADDRESS iU 1 + GJ �-� Energy Plan C king Fee $ PERMIT FEE t -f -- ----_ LOT NO. SUBDNISIONS tE PARCEL PLUMBING PERMIT - Fling Fee 20.00 Each Trap 7.00 USEO STRUCTURE SF ❑ Duplex ❑ Mobileho e ❑ Other SPECIFY/Each Solar or heat pump water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 TY E OF WORK New ❑ `Addition ❑ Remodel 'libes ❑ Installation ❑ er Describe Work: +Z) h , A G Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 3 �JO ELECTRICAL PERMIT Fling Fee 20.00 Main Service` zo.A oa mss 23.00 LI NSED CONTRACTOR' DECLARATION licensed under provisions of Chapter 9 (commencing with Section 7000) of Divof the Business and Professions Code, my license is in full force and effect. I hereby affirm under penalty of perjury t/RDECLARATION License Class Lic. N OWNER -BUILD I hereby affirm under penalty of perjury at I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or m employees with wages as their sole compensation, will do the work, and the str cture is not intended or offered for sale. * t ❑ . I, as owner of the property am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADONS. ( a ACC. BUDS. 3.50FT: ,.,pµp�,pT' MULTI-OUTLETrS �G 7.50and POWER APPARATUS SINGLEourLEr CR. Ex. Occup OUTLET OR FIXTURES 8AL @ .50 Ex. Occup. pFlx�LEE° RM 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under pengg ty of perjury one of the following declarations:. % ` ❑ 1 have andwill &intain a ,certificate ofconsent to (self -insure for workers' compensation, aprovided.for;tiy section'37oo of the Labor Code, for the performance of Yie work for which this permit is issued. ❑ 1 have and will rffaintain workers' compensation insurance, as required by Section 3700 of the La or Code, for the performance of work for which this permit is issued. My workers' ompensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Nu ber (The above sections need not be completed if the permit is for work of a valuation of one h4ndred 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 should become subject to the workers" compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. 4 X Date -i -vo Signature 0 Applic nt - Owner ❑ Contractor ❑ Agent An OSHA p rmit is r� uired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. p. PEES IMP I FlAOD I CDP pARC0. PD. -MD>-ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. " By e E r Date PERMIT EXPIRES ON Date Receipt No. 3 WHITE -D.D.S.Y6. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT lei r ® COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville;5 California 95965 •Telephone (530) 538-7541tPER�nItvo. (Re�.12/96)* - APPLICATION AND PERMIT ' F`- � :) -� ASSESSORPARNUM +n L4()-OQK ZONING BUILDING PERMIT owNER U (, s tj <, .' TELEr' 1 614 9 SO. FT. OCC. BUILDING VALUATION 1 . OWN 5 MAILING DRESS i pe CONTRACTOR'S NAME A L TELEPHONE' ' 'r �r - -_• CONTRACTOR'S MAILING ADDRESS i CONSTRUCTION LENDER ri () `� Fireplace?, LENDER'S MAILING ADDRESS Total4aluation.. $ t^1)!) .00 ARCHITECT OR ENGINEER O. LICENSE7, Fee r s ' $ 2 D • 00 ,. ermit Fee ; $ ARCHITECT OR ENGINEERS MAILING ADDRESS i Plan Checking Feer $ BUILDING ADDRESS 9 n --Co (C.> nn cl v 0 11 e, e Energy Plan C eeking Fee $ $ �. PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL',MAP y t.. - PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE - SF ❑ Duplex ❑ Mobilehome ❑ Other Q 1 i Cf 41_ QPECIFYI Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 0O1lities ❑ Installation EI Other Describe Work: f i�1 ''jk 1�1� ��L r 0 r4C11 f, 4' f b r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ _; ` �'' d (� ' � ELECTRICAL PERMIT Filing Fee 20.00 Main Service .VA OR LESS 23.00 i LICENSED CONTRACTOR'd DECLARATION I hereby affirm under penalty of perjury that I qm licensed under provisions of Chapter 9 (commencing with Section 7000) of Division of the Business and Professions Code, and my license is in full force and effect. License Class Lic. Ncy. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury,4Ahat I am exempt from the Contractors License Law for the following reason: r' 9 I, as owner of the property, or m 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 propertyjrn exclusively contracting with licensed contractors to construct the project. t ❑ 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 if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 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 wit those provisions. t X _i`� 0� t I tea' Date 'I "' (� �(�� _ Signature of Applicirnt - Owner ❑ Contractor ❑ Agent An OSHA p rmit is retquired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO ( AC 3.5¢FT; NEW CONST. M Ou�MS. TLET NON-RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup.BAL p .50 FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 $ HAZ. I D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. ,� R WHITE -D.D.S.=B. D. "CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT l W ,C. NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville%California 95965 • Telephone (530) 538-7541 ER6ill >rNO. (Re,12/96)�'� *Y APPLICATION AND PERMIT ASSESSOR PAR NUMBER r / / C —,-)L40 ZONING BUILDING PERMIT OWN R `.� 4 l f_ J .l .✓i(:. l tii'.t r 4 TELE�P +ONE G ''/1 C# SQ. FT. OCC. BUILDING VALUATION ! 1 .OWNERS MAIUNG,DORESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS 1 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total,,Valuation $ , l 00 Jvu ARCHITECT OR ENGINEER LICENSE NO. Flih Fee Y $ i 20.00 !Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS s Plan Checking Fee $ BUILDING ADDRESS f' ( v �i n irl � , < �'� Energy Plan Chong Fee $ ' $ i PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL, PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTUREEach SF ❑ Duplex ❑ Mobilehome ❑ Other J BPECIFv Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK % New ❑ Addition ❑ Remodel ❑. Utilities ❑ Installation Ell Other Describe Work: �"tY rl ll�l it tri <, as /0 X �/?J rip { ��JkhJ�,�`. Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE .s + 41 r rA) g) t7 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 Z A/ 0 / L LICENSED CONTRACTOR? 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.WER License Class 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of_a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation 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 i 1 i 1 !.< -' _E i `f . Date -00 Signature +AppIi- nt - '[A Owner ❑ Contractor ❑ Agent An OSHA p ,rmlt Is r�quired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCC P. SO ( BLD 3.5¢FT: NEW CONST. MULAM. T NON•RESID. cu @7.50 APPARATUS ITN OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 1'00 BAL p .50 D Ex. Occup. os Ro .Den 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNST. TYPE TOTAL FEE $ HAz. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Da te Receipt No. (I'll WHITE-D.D.S.`B.D. `CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARC ��ER: 0 - 3 `•r d" 0o Proposed Building Use: Building Inspector: r�fllll� Date: C -J ' - C9-(17 V At time of p�appGca� n��9("""� g data must st be submitted prior to permit processing and/or issuance: y Date Received 111. Aims have been submitted. plans, 3/4 sets, signed by the preparer of plans. ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ---- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------- ❑ 8. Hazardous Material Form. ------------------------------------------ ❑9factured Home data and installation instructions including ❑ 11. Impact fees as shown on the attached schedule. 1112. California Department of Forestry plan approval/fees----------- ❑ ood elevation certificate. ------------------------------------------- rn. Sanitation and plot plan approvac". - Health Department. _ I ` Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- *1117. -- *❑17. Planning approval for (A) Use: (B) Parking: 1:118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 1124. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- - ❑26. Letter of intent on building use. ------- ❑27. Manufactured Home utility clearance. ❑28. Existing violations and/or expired permits. ----------------------------------------- K30. 0433 AppGrant Peed, QM.H. Title 11Check to kI.C.D $ 'Other: M� AZILL t When you issue the permit, process as folloxys ❑ Iv i�t¢ er, ❑Mail to contractor. (Date) ❑Telephone "gn Fol or pic pat office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department,. ❑ AWPollution Date: By: of plans sent ❑Health Department, ❑Fire Department, O r: Date: By: 1. dex permit application for the above items numbered: Ian Check List Additional items required: Contractor, designer, owner, was advised of the above required by ❑phone, ❑mail, ❑Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildmi Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: S, - Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll.,.., !'...... Te.....-F...o..f,.F Tle..el..-.-..,.... e.._..:_..,. OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until - this verification is received: 1. I personally plan to provide the major labor and materials for construction of the proposed Property improvement. YES 0, . NO O 2. I HAVE ;W HAVE NOT 11 signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.pmvicje: the, proposed construc4ow NAME: - ADDRESS: crrX:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. F S. I will provide some of the work'but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE -OF WORK SIGNED: PROPERTYOWNER:_11/_)/,r,d_bV1 AeL&6n66111L SOCIAL SECURITY NLMBE : _ DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply..,. Ifyod pled to dv- our own-woik, with the exaepdon of various trades that you plan to subcontract you should be aware of the following information for your benefit and protection: . ' ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including-iriaterials and other costs) is 5300 or more for the entire.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are.not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the CaWornia Heald! and Safety Code OVER V1 lf� Please complete she CvllowinQ irifommacion in order to proee" your submictal. If this form 13 not cc And legible. 1( may :zuse a delay in proce.ssiog. Received By: Owner's Nae: l �✓ .e m Dace:d0 a Petrait Time: A.P. a: Do 3 contact PhoneNumber. rurpo a of submittal: unit Applicioa Data It= 1 O Engineering C] Plan Revision r or Coaection Notice - Inspectoes Name: O Requested by Building IaspeCto . (7 Requested By Plan's Exarniner - Examinees Warne: O Other: reflecting the revisio Lf you are revising a plan which has already been issued, submit �2) eats on these dra ring is involved in this revision, the engineer must Put his roquirem Liu -eview. If engine and sign the drawings. include t%w (2) sets of wet sigo+ed enginoering stamp gn - - - - 10,16.4 When Approved, Process as Follows: 0 Mail to Owner at this address: 0 ►vtat l to Contractor at this address: and hold for pickup at the > co Office Cl oroville C Call 105 -3 Deliver -with next inspection. i Addirioaal Fees Not ` Plan Check Fee: S.io.00 Receipt 4: P ' s:. .-kd�f►c�onal fees may be due based upon complex�N ind came involved to ro�ess chis .kja L c Lona l Fees: �--- Qeceipc Please complete'he following inlomvtion in order to proce" Your submittal. If this form is not tom ,rid legible. lt may :ruse z delay in processing. / j e/ Received By: Date: Owner's Name: 1 fti�le.J Q l/ A.P.a:���`— a Z Permit 0: Time: - Contact rurpo a of submittal: ewdt Appli=d= EMMIUM M C3 Engineeft E3 Plan Revision 0 Requested by Building Lnspecto r or Convctidn Notice - Inspector's Name: E3 Requested By Plan's Facanaincr _ FxamineesName: O Other: reflecting the revision: Lf you are revising a plan which has dready been issued, submit two(2) drawings , eats on tines draw ee is involved in this revision, the engineer must Put his requiem M. -eview. If engin ring . Include two (2) sets of wet signed engineCring. ;tamp and sign the drawings When Approved, Process as Follows: O Mail to Owner at this address: � Nfat, l ontractorat this address: Call 3 Z Z — and hold for pickup at the 0 Deliver with next inspection. Office Cl Oroville Of Additiooal Fees:40,i P, Plan Check Fee: Li S4o.00Receipt a: t kdd�tio nal fees may be due based upon comple'c��' and time involved to process chis s Addlclonal Fees: Recaipc /: 1, . 6�,o May 31, 2000 r` To Whom It May Concern: f Jim Parr is acting as our agent m regard to there -construction of the garage. ' on the property located at,3121 Coronado Road, Chico, California. He has our - permission to sign any.paper's pertaining to construction permits or work and supply, - _ order's: - ) `Warren K. Hallb- ,er W11 4 ' . 1; '�': ',~ `• =;' Mary R. Hall u i N , *AN REVIEW RESPONSE -FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER O RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # I. - RESPONSE BY: �lA LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: rL l G C, I E%I LOCATION ON PLANS/CALCS: A GC. S WS COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # 3 RESPONSE BY: SGFF TZ I c EcI leU LOCATION ON PLANS/CALCS: 5HeE1T 2 r Pct. 1s 'm 11 Or- PC" 15 ig cALC COMMENTS: 1ZVISE �N P Le --S oV LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: May 2, 2000 Warren Hallbauer 3121 Coronado Rd. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 007-340-028 Building Permit Number:00-0830 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows Trusses for this project have been found and plan check has beenresumed. 2. Bracing method, location and attachment of the panel must be noted on the plans. In addition, this structure is unusually shaped and would require a lateral analysis for the following reasons: Interior bracing is required in both directions through the building at a maximum of 34 feet on center, you show exterior walls which do not have bracing within 8 feet of the end of a braced wall line and you have trusses which bear on a wall line which is inadequately braced per code. Provide a lateral analysis of this structure or redesign to meet the UBC requirements. If a lateral analysis of this structure is done, your engineer of record is to review and approve the truss calcs per his lateral design. 3. Both beams shown are undersized for the loads and trib area. Provide gravity load calcs from a licensed professional. Fees have been adjusted for•full valuation of the entire structure. Foundation will require full inspection and after examining our files it is noted that there was an addition to the original permitted garage. You will need to expose the foundation for this additional area (12x18) which sits infront of the original 864 square feet. Please sign the enclosed detached accessory building form. Enclosed with this letter is your new plan review response form. Please read the form and respond accordingly. Plan check will continue upon receipt of all of the above items. Additional items may be required when your plan check is resumed. 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. Sincerely, Martha Whitney Plans Examiner P -ECT PROCESSING RECORD APPLICANT: OWNER: PERNM A A. P. A WORK DESCRIPTION: DATE DESCRIPTION OF STEP S\ 15 PLAN REVIBION 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. J J L— U Received By:� Date: Owner's Name: 77 A.P. #: Permit #: ContactPhoneNumber: j Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering , 1 ❑ Plan Revision - 10 Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: 1 ❑ 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 #: 0 Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: C� • RESIDENTIAL PLAN.. REVIEW GUIDE_ SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: baAA� Building Permit Number: Plans Examiner: MLL A: P. Number: 00-7-3q0`0-78 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 property. f.;. 6. Recorded notice of violation. PLOT PLAN: 1."• Complete parcel size and dimensions. . 2. Setbacks, side yard, easements, btc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. ry6.. 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), ti. 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). 1% f 5.' Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building 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 (Uniform Mechanical Code 304.5). 10. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined -space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310:9:1s). f (-'r . 13. Water closet clearances (Uniform Plumbing Code 408.5). ' 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page l of 2 l V\-.0 O Z P P�oK . - oc l earl �l'h�tf ir�l o ►' - ��s ti -1q cornPle�e I TY-�t,�� om not ovi b rax e.eQ &TRUCTURAL DETAILS: (0 Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). �� jam, &to --M 12. Porch header size(s). �fl ✓- 13. _Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. Bader sizes. f 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). f 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. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). -'6.- Roof covering*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). 11-1 Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements. 13. Sound requirements. 14. Energy design compliance and supporting documentation. 15'. Flashing'at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: SRA. Flood elevation certificate. _V-3' Fire Sprinklers required. 17.A- Special Inspection requirements. 1y.5- Use Permit conditions. L7-67 Sub -Standard Housing letter. Page 2 of 2 • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING `7— 3y0-o2oo .! OWNER: MAIL ADDRESS: PMT. 4 I Mc r j ��c t( X,iL(C'►� PHONE: �50 9 (-k- LID SITE ADDRESS: N01 c i O `'1 Gido IRA . C1N 1 GD q� � rzs -- PROPOSED USE: (-T(jrC,1QPQn oyu`� fJ Will this building have insulated floor, waft, or ceding? Yes: No: _k 15. Will this building be heated or cooled? Yes: No: x 16. Will this building have a water closet/toileO Yes: No: _A_- 17. Will this building have a sink? Yes: No: x 18. Will this building have a water heater? Yes:. No: 19. What type of floor covering will the budding have? n n Q- — PLEASE ANSWER QUESTUM I-= PLEASE EIWLAN YES AfINtl M P" N TM WARS MIOVD® CN THE REVERSE OF THIS PORIL (PLEASE PRECEDE EACH COMI IEiT MH RELATED QUESTION 0 20. What type of wag covering will the building have? ,-, U P GENERAL INFORMATION: 1. 2. Is there a primary dwe" on the property? Is the structure already b ? Yes. Yes: No: ' 3. Will items produced in this building be offered for sale? Yes: No:' 4. WE the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: x 6. Will this budding be occupied at any time as a sleeping quarters? Yes: No: 7. Wig this budding be occupied at any time as an eating area? Yes: No: _X_ 8. Will this budding be occupied at any time as a cooking area? Yes: No: x 9. Will this budding be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within of septic tank or 10' of leach lines? Yes: No: x_ 11. Is any portion of the proposed structure located closer than 20' to your front property fine? Yes: No: X_ 12. Do you plan to add a driveway or modify e>osting access to a county maintained road? Yes: No: 13. Will the proposed structure encroach within any recorded easement? Yes: No: x_ CONSTRUCTION FEATURES: 14. Will this building have insulated floor, waft, or ceding? Yes: No: _k 15. Will this building be heated or cooled? Yes: No: x 16. Will this building have a water closet/toileO Yes: No: _A_- 17. Will this building have a sink? Yes: No: x 18. Will this building have a water heater? Yes:. No: 19. What type of floor covering will the budding have? n n Q- — 20. What type of wag covering will the building have? ,-, U P ADOTTIONAL INFORMATION: i I I s by aAYm under p 1 of pwr W dw sh m Yibondbn is bus wXI m 0 111 1 11 1 A slsnd tld NW dwpss b dw ua. or drlfolar d ua. of #& bui&p wM require Pmt finm aWwib• I undsntand VW Rad Esh" Obcbm" laws mquim awl=" of INs f"dm.. afti For vWm aft for ab. 0 ow�S rTil DATE OWNER'S SIGNATURE DATE FOR DEPARTMOCTAL UN REVIEWED BY: COMMENTS: DATE: NorthStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Hillbauer garage located on Coronado Road in , Chico as provided by Longfellow Lumber Company.. The purpose of my review .was to insure. that the Truss Designer used the ,proper gravity and later -al loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the. Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. y Signed, Jeff Richelieu, PE NorthStar Engineering ,r e�pf ESSIO/V M. RI�y�,�E,yG' V LP C1 IV �T F OF t 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-.893-1600 _. FAX -893-2113 NORTI STAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT KIEhJ L,A2AGE Fol HAi L_(g&UER JOB NO. -7006 LOCATION G �I I l_ 0. , A DATE 5/(o Uy CODES MATERIALS: Q�pFE r%A ,-Z -CIVI� ��Q hOF C ALS 59/ LOADS Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-61.5 Grade 60 for a and smaller e A-615 Grade 60 for :65 -and larger Structural'Ste:.l: ASTM A=36 Steel Pi De : ;_STM. A53 Grade B ,Steel Tubing: ASTM A500 Gracie A or B 7 -Machine Bolts, Anchor Bolts: AST? -I A307 Grade A ,Wood Connectors: Simpson Strong -Tie or equal. /Wood: Struct Lt Framing, Joists & Planks: D.F. 2 Beamts &. Stringers, Posts & Timbers. D. F rl Plywood: A. P.... Rate: Sheathing, Grade . CD, UBC Std 25-9 OR 053 of or greater allowable stress Glue -Lam Tir,.ber: `tiSi �TTC "190.'1-1992 �f _ r-_ SSoars. 24F -V9 Combination Cantilevers: 24F -Vo Combination Roof Live Load: 16 Ds- Floor Live Load: 5 Q psf Seismic Zone 3 Wind Speed: -76 mph Exposure: Mei=nod 2 used unless otherwise noted. Allowable Soil' Bearing psf FRE SPECT 11 TT, SP7 CT7ONS RE QUIPEE D ? Wo GENERAL: Any structural or non=striictural ite.ts that are riot specifically addressed in the follow_nc_ calculations and or details are aes_gr_ea C, ot__ers ___d are not the respons-b___it y of „__- - - ==--n� %e__-'c-t.��, Of the SO_� con-_` I' L VMS.;0 the exDans'_O,-- index c __-- _ C.=Z- -- -� o- -T 41& ' P a a e 1 0 BUILDING DEPARTMENT ._ 1 \ O V I / NorthStar 20 DECLARATION DRIVE BY: SMR CNGINEERING cHlco, CA 95973 530-893-1600-1600 5/16/00 FAX 530-893-2113 JOB NO: -7ooO PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD a 1.8 PSF FRAMING 3.5 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.5 PSF DEAD LOAD 15.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 31.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W. = .200W FOR LIGHT FRAMED 4.5 S H EARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca '= .36 PER UBC TABLE 16 -.Q E = p * VW = 1.5 VW .300W (PER UBC EQ. 30.1) NET SEISMIC FORCE _ .300W 1 1.4 =.214W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 0.62 Cq*qs*Ce = 0.0117 KSF .15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 _ 0.0136 KSF 25- 30' 0'.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and Level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: MEM N/rthStar 20 DECLARATION DRIVE DATE: 5/ I [,wv ` . -; JOB NO: 70'-x✓ ENGINEERING cHico, CALIFORNIA 95973 530-893-1600 °AGE 3 OF Civil Engineers •Planners•Surveyors FAX 530-893-2113 0 � X ok DUAL G/-, zf. c/ . Fri 2.- 3 kB x I , GL C i . D 21.F -.V-1 10 By: MEM Date: 5/16/00 Job No. 70-05 Page -I of PARTIAL LATERAL DESIGN NorthStar ENGINEERING LINE: 3 COMPLIES -WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 LLsw1 L L2 LLsw2 I, L3 ILsw3 I; L4 L1 = 2 FT Lsw1 = 10 FT L2 = 8 FT Lsw2 = 10 FT L3 = 2 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 =. 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) _ . 32 FT SHORTEST LENGTH OF SHEAR WALL = 10 FT 20 DECLARATION DRIVE CH ICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = ' 1.06 K 5 I,Lsw5 I, L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 0.70 K LATERAL FORCE THAT GOVERNS (V) = 1.06 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA.OF DIAPHRAGM FOR SEISMIC (AREAS) = 224 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 40 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) =. 8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + 'Lwint * DLwint) W = 4.96 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 60 FT^2 WIND PRESSURE (P) = 0.0117 KSF By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/16/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 70'o s 530-893-16D0 Page 55 of FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV = 0.053 KLF7771 UPLIFT FORCE (Fuplift) = v * Hwall.= 0.42 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 0.85 * (4'* Lsw / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.60 K NET UPLIFT FORCE = Fuplift - Fdwn = -0.17 K NO HOLDOWN REQUIRED DRAG STRUT FOR DSF1 = (V / L) * L1 = 0.07 K DSF2=v*Lsw1-(V/L)*(Ll +L.sw1)= 0.13 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.13 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.07 K DSF5 = v * (Lsw! + Lsw2) - (V / L) * (L1 + Lsw1 +-L2 + Lsw2 +L3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.13 K MIN. DRAG STRUT FORCE _ -0.13 K USE: SHEAR WALL NO. 1 HOLDOWN NOT REQUIRED By: MEM Date:_ 5/16/00 Job No. 7008 Page ra. of SHEAR WALL LINE 2: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. N®rthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 �Lsw1 � L2 ,Lsw2 � L3 . ILsw3 L L4 L Lsw4L L5 1,Lsw5 1, L6 L1 = 2.5 FT Lsw1 = 10 FT L2 = 37.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 15.16 K TRIBUTARY WALL AREA FOR WIND (AREAw) = TOTAL LENGTH OF WALL (L) = 50 FT SHORTEST LENGTH OF SHEAR WALL = 12 FT LATERAL SEISMIC FORCE ON WALL (Vs),= K ` W = 3.24 K LATERAL WIND FORCE ON WALL (Vw) = AREAw ` P = 1.79 K LATERAL FORCE THAT GOVERNS (V) = 3.24 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214. TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 792 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 54 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 28 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwext) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwint) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs ` DL + (Hwall / 2) ` (Lwext" Dlwext + Lwint ` DLwint) W = 15.16 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 153 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= . 0.324 KLF UPLIFT FORCE (Fuplift) = v ` Hwall = 2.60 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 0.85 (12" Lsw / 2 ` DL + Lsw / 2 ` Hwall ` Dlwext) By: MEM Date: 5/16/00 Job No. 7008 Page • 7 of Fdwn = 1.33 K NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 1.27 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.16 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.43 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V/ L)-* (L1 + Lsw1 +12 + Lsw2 + L3) = 0.00 K . DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) . (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 +Lsw4) - (V / L) * (Li + Lsw1 + L2 + Lsw2•+ L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.43 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 2 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/16/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 710�D S 530-893-1600 Page 0, of FAX 530-893-2113 SHEAR WALL LINE A: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 �Lsw1 � L2 Lsw2 � L3 ,Lsw3 L L4 L Lsw4, L5 1,Lsw5 1, L6 L1 = 2 FT Lsw1 = .9 FT L2 = 17 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF TOTAL LENGTH OF WALL (L) = 0.01 KSF 28 FT SHORTEST LENGTH OF SHEAR WALL = 9 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 3.26 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.40 K LATERAL FORCE THAT GOVERNS (V) = 3.26 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 784 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 82 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 5 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8 FT „ DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 15.24 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 205 FT^2 WIND PRESSURE (P) = ` 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.362 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.90 K DOWNWARD FORCE R-ESISTING UPLIFT (Fdwn) = 0.85 * (4'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM NOrthStar 20 DECLARATION DRIVE Date: 5/16/00 ENGINEERING CHICO, CALIFORNIA 95973 Job'No.:� �i 3 530-893-1600 Page q of FAX 530-893-2113 Fdwn = 0.54 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.36 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.23 K DSF2 = v * Lsw1 - (V/ L) * (L1 + Lsw1) = 1:98 K DSF3 = v* Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 'K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v* (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / Q ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 +Lsw4) - (V./ L) ' (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00. K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3. + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v *-(Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ` (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE= 1.98 K MIN. DRAG STRUT FORCE 0.00 K USE: SHEAR WALL NO. 2 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/16/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7Oos 530-893-1600 Page 10 of FAX 530-893-2113 SHEAR WALL LINE B: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. 1 Lsw1 J L2 f Lsw2 � L3 �Lsw3 � L4 L Lsw4, L5 1,Lsw5 1, L6 L1 = 2 FT Lsw1 = 16 FT L2 = 22 FT Lsw2 = 0 FT L3 = 0 -FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT. LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = TOTAL LENGTH OF WALL (L) = 40 FT SHORTEST LENGTH OF SHEAR WALL.= 16 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.11 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.40 K LATERAL FORCE THAT GOVERNS (V) = 4.11 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) _ 1000 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.015 KSF LENGTH OF.TRIBUTARY WALLS EXTERIOR (Lwext) = 82 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 23 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD. LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB..WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 19.2 K TRIBUTARY WALL AREA FOR WIND (AREAw)_ . 205 FT ^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.257 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.05 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 0.85 * (4'* Lsw1 / 2 * DL + Lsw / 2 *.Hwall * Dlwext) By: MEM Date: 5/16/00 Job No.7oc;0 Page II of Fdwn = 0.95 K NorthStar 'ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = - 1.10 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.21 K DSF2 = v *'Lswl - (V / L) * (L1 + Lswl) 2.26 K DSF3 = v * Lswl - (V / L) * (L1 + Lswl + 1-2) _ 0.00 K DSF4 = v * (Lswl + Lsw2) - (V / L) * (L1 + Lswl + L2 + Lsw2) = 0.00 K DSF5 = v * (Lswl +Lsw2) - (V /-L): * (L1 + Lswl + L2 + Lsw2 +. 1-3) = 0.00 K DSF6 = v * (Lswl + Lsw2 + Lsw3) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v *,(Lswl + Lsw2 + Lsw3) - (V / L) * (L1'+ Lswl + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 +Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9. = v * (Lswl + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lswl + Lsw2 + Lsw3 + Lsw4 + L_sw5) - (V / L) * (L1 + Lswl + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.26 K MIN. DRAG STRUT'FORCE = 0.00 K USE: SHEAR WALL NO. 1 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. DIAPHRAGM CHORD: UNIFORM LOADING ON DIAPHRAGM (w) = V / L = MAX. TENSION (Pten) = (w * L^2 / 8) / t = 1.92 K WHERE V= 7 K W= 0.147 PLF L= 50 FT t = 24 FT 0.147 KLF t�0 USE: 2 - 2X TOP PLATE W/ ALL SPLICES 4' APART MINIMUM; NAIL EACH MEMBER TO MEMBER BELOW W/ 16d.AT 1'-0" O.C. FIELD & MSTC28 STRAP ACROSS EACH TOP PLATE SPLICE -DAA _: JOS NO: -7oo --12 0= WrthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 D=CLA?A"ION D=:V= CHICO. CALIFORNIA _55973 530.893.1600 FAX 530.893.2113 . SHEAR WALL SCHEDULE SHEAR WALLA A 0 Q 0 ALLOWABLE LOAD/FOOT 200 380 490 7�O c?80 1.2,3,8 3/8" 3/3:,3/8, 3/8� 3/811 3/8"CDX 3/8"CDX PLYWOOD CDX :CDX CDX 5TPUC T I CDX 2 SIDES. 2 51DE5 EDGE NAILING 5 8d (J rv'' Sc r; L`' 3 5d (c1 3'13 8,d (8 3..3 3d (' 2" 3 8d (a 41, 3 Sd (c 3" FIELD MAILING 5 ad 0 12" 8d 4 12" 8d-ts i2'' ad 12" ad C8 12" ' ad (@ 12" 80 (@ i2" SILL THICKNESS 2X 2X 2X 2X 3x 3X 3X SILL NAILING 6 !od ion % 3" 10,--, (cj3'` 1'od '� G" I� :oma 2 -1110 CLIP, BLOC< LSJO L S50 ! SQO !S90 Lc --q0 LSpO LsGo TO PLATE 22" 2 ►G" ,� n Io n !2.. (G !21' ANCHOR BOLT o.c. ►8" 28" 28" o.c. 2," SPACING 9 ►/?' p ; /; r i�i �. /^ ? ;/'_" ( i/�' n /�' C DOUGLAS=iP -op p_< TES .�.P= O<�Y 0- E PA S=O'N IN NOTE �= i=D 0VEP 3 -INCH Oa 'UJ►D=P_=2-.Mi�'G- '',JT NAILS ST `GC _`�:�".:N_- _ -SON MAiI !U=AC T UP O_ WG.__ _'•'_. _ MAY BE T RUS C- 2^ 02 PA= _Z) ^ I _ . _ , .2 �_ _ =�C ✓OOD MA•.v \Ui_J�.✓_'-r.` �v �..... �...i .� ...i. 1�-- =,= �A. I ED -02 rX I CJIO� U�=. _�C=02 BO TS SHALL . '� \/_ A M.N;M,.1 -.. x 2' X - /: EY: NorthStar ENGINEERING Civil Engineers • Plznne.s • Surveyors 20 D=CLAMA-110 N U- %.'-= CHIC0. CALIFORNIA 5:;13 530.893.1500 FAX 530.893-2113 I ! DES!GN VALUES FOP ANIC} OR 80LTS AND SILL I NAILS SHEAR WALL I I� I - � 3 I A ALLOWABLE LO.-.D/FOOT SILL NAIL I - - �" . ;� Owe AIL CAPACITY 4�:J 1 ANCHOR. BCL i C -P ^ C'NG Y ' _ i/ A11y' y _ 1/ -oil n : _ ,� u u I5 11 SILL THICKNESS 2,X LX tX 2X 3X 3X 3X 1/2" 4 ANCHOR BOLT CAPACITY - v= 5/6" 4 ANCHOR BOLT CAPACITY ZY i. N1 r, ..'---_21CB0 a2 ---GR. I iN,;_,. x`1_2-? 7 2 JA : '� v 1 T V i, _ _ 9. •,:n` �'!�p/`.(SII �' �_7 Tn C=pA(-!T A I`,J C -OR. BOL T N' 3X ^iLL = 1.33 -3?C = / ROS - r n` nc_i"" C- J/8' L i, J, ="_- : V ., `III -' = ..13 - (—_�• ^ (-I T Y �- c' ^ �.^'ver' D .� >< e'.__ Wi—IENj ALI (J 111A.E I _�*'EAr---' Pi- _�0 I I'� i T �.". NI i=lJ � __ � �> 0 P PACgG iq BRACED WALL SCHEDULE TYPE DESCRIPTION DA 1/2" GYPSUM WALLBOARD on studs spaced C 24" o.c. maximum. Drpv.all screws C 7" o.c, to all studs, top and bottom plates, and 2x blocking: All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 100 ?/Ft. BB "THERMO-PLY" Structural grade sheathing with 16 gage galvanized staples, 1" crown x 1 1/4" leg. Crown shall be in line with framing member C 3" o.c. edge, 6" o.c. field with blocking required C all edges. Capacity = 200 --1r/Ft. A3/8" CDX PLYWOOD on studs spaced C 24" o.c.. makimum with 8d C 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking.is required for all horizontal edges. Capacity = 260 -'4r/Ft. D1\ ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD on studs spaced C 24" o.c. maximum with 8d C 6 o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. install 1/2" diameter anchor bolts with 7" min. embedment C panel quarter points (2 bolts per panel). Install holdowns as shown on plans. /E 7/8" STUCCO on studs spaced C 24" o.c. maximum. Nail or staple to all studs, top and bottom plates with No. 11 gage; 1'/z" long, 7/16 head or No. 16 gage staple, 7/8" legs C6" o.c. max. to all studs, and top and bottom plates. Unblocked. Capacity = 180 n/Ft: NOTES: 1. LC , and Nail sill plate to wood floor (where occurs) with 4- 16d per 16"'. Anchor sill plate to foundation with 1/2" diameter anchor bolts embedded 7" min. C 6-0" o.c. max. spacing. Use a minimum of two bolts per piece with 1 bolt located within 12' of each end. 2. INTERIOR WALLS: �A`_ B .. C', and � E_, : Anchor bolts may be replaced with Hilti X -DNI 72.. Use 2 pins C. 6", and 2 pins C 10" from each end with 2 pins C, 18" o.c. in between. Interior footings shall be a minimum of 12" wide and 10" thick (including slab thickness) unless other -,.vise noted on the plans By: MEM ' NorthStar 20 DECLARATION DRIVE Date: 5/16/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. -70:>,3 530-893-1600 Page IS . of FAX 530-893-2113 INTERIOR BEAM - BM1: TRY: 4x14 DOUGLAS FIR #2 MAXIMUM TRIBUTARY WIDTH (Wtrib) _ 18 FT MAXIMUM SPAN LENGTH (Lspan) = 10 FT w Lspan UNIFORM DEAD LOAD (wDL) = DLWtrib = 0.270 KLF UNIFORM LIVE LOAD (wLL) = LL " Wtrib = 0.288 KLF WHERE DL= 0.015 KSF LL = 0.016 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "INTERIOR BEAM - BMV) USE: 4x14 DOUGLAS FIR #2 EXTERIOR BEAM - BM2: TRY:' 3 1/8" x 12" GLU-LAM BEAM 24F - V4 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 14 FT MAXIMUM SPAN LENGTH (Lspan) = 16 FT w Lspan UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 0.210 KLF UNIFORM LIVE LOAD (wLL) = LL " Wtrib = 0.224 KLF WHERE . DL= 0.015 KSF LL = 0.016 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "EXTERIOR BEAM - BM2") USE: 3 1/8" x 12" GLU-LAM BEAM 24F - V4 Rev: 510001 Title : Dsgnr: MEM Description Scope: General Timber Beam Job # 7� Date: i Page Ito Description Interior Beam - BM1 General Information Center Span... Dead Load Total Load Left Cantilever... I Section Name '4x14 Deflection Center Span 10.00 ft .....Lu Deflection 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu ...LengthYDefl 0.00 ft Beam Depth 13.250 in Right Cantilever ft .....Lu Right Cantilever... 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Deflection 0.000 in Bm Wt. Added to Loads Fb Base Allow 875.0 psi ..,Length/Defl 0.0 Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span Center DL 270.00 #/ft LL 288.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summa,Lmmmj Beam Design OK Span= 10.00ft, Beam Width = 3.500in x Depth = 13.25in, Ends are Pin -Pin Max Stress Ratio 0.952 : 1 Maximum Moment. 7.1 k -ft Maximum Shear * 9.5 3.3 k Allowable. 7.5 k -ft Allowable 4.4 k. Max. Positive Moment 7.11 k -ft a 5.000 ft Shear: @ Left 2.84 k Max. Negative Moment 0.00 k -ft a 10.000 ft @ Right 2.84 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.087 in Max. M allow • 7.47 Reactions... @ Right 0.000 in fb 833.33 psi fv 72.14 psi. Left DL 1.40 k Max .2.84 k Fb 875.00 psi Fv 95.00 psi Right DL 1.40 k Max 2.84 k Deflections I Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection .-0.058 in -0.118 in Deflection 0.000 in 0.000 in ...Location 5.000 ft' 5.000 ft ...LengthYDefl 0.0 0.0 ...Length/Deft 2,060.8 1,017.63 Right Cantilever... Deflection 0.000 in 0.000 in ..,Length/Defl 0.0 0.0 ��983=98-ENERCAl"C c:\d\par residence\par_res.ecw:Calculations KW=0603075-Ver 5-0-6, 1=Jun-1'998-Wi-n32- Title : Job #. 7oo 3 Dsgnr: MEM Date: 511 (o% Description Scope Rev: 510001 General Timber Beam Page j7 I Description Interior Beam - BM1 i Stress Calcs Bending Analysis Ck 34.680 Rb 0.000 Sxx 102.411 in3 Area 46.375 in2 Cf 1.000 Max Moment •Sxx Req'd Allowable fb @ Center 7.11 k -ft 97.53 in3 875.00 psi @ Left Support 0.00 k -ft 0.00 in3 875.00.psi @ Right Support 0.00 k -ft 0.00 in3 875.00 psi . Shear Analysis @ Left Support @ Right Support Design Shear 3.35 k 3.35 k Area Required 35.215 in2 35.215 in2 Fv: Allowable '95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 2.84 k Bearing length Req'd 1.300 in Max. Right Reaction 2.84 k --Bearing Length Req'd 1.300 in [Query Values M, V, & D @ Specified Locations Moment Shear @ Center Span Location = 0.00 ft 0.00 k -ft 2.84 k @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 4lection 0.0000 in 0.0000 in 0.0000 in TCT_T9_ff3=987ENERCATC c:\d\par residence\par_ res.ecw:Calculations K1N=06D3075 \/Fr_5-0-6-1=Jun-1998- 32— Title : Job # 70o�b ' Dsgnr. MEM Date: V)r%>p Description Scope F.ev: 510001 General Timber Beam Page l.' Description Exterior Beam - BM2 G eneral Information I Section Name 3.125x12.0 Center Span 16.00 ft .....Lu 0.00 ft Beam Width 3.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow . 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Uniform Loads. Uniform Loads Over Full Span Center. DL 210.00 #/ft LL 224.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft ummary Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Beam Design OK Span= 16.00ft, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Deflection 0.000 in 0.000 in Max Stress Ratio 0.945: 1 8.000 ft ...Length/Deft 0.0 0.0 Maximum Moment 14.2 k -ft Maximum Shear * 1.5 4.7 k Allowable 15.0 k -ft Allowable Deflection 6.2 k Max. Positive Moment 14.17 k -ft a 8.000 ft Shear: @ Left 3.54 k Max. Negative Moment 0.00 k -ft a 16.000 ft @ Right . 3.54 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in . Max @ Right Support 0.00 k -ft @ Center 0.598 in Max. M allow 15.00 Reactions... @.Right 0.000 in fb 2,267.41 psi fv 124.71 psi Left DL 1.75 k Max 3.54 k Fb 2,400.00 psi Fv 165.00 psi Right DL 1.75 k Max 3.54 k Luetlectlons Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.398 in -0.806 in Deflection 0.000 in 0.000 in ...Location 8.000 ft 8.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 481.9 238.16 ' Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 M983-98-ENERCALC . c:\d\par residence\par_res.ecw:Calculations KW-- 603075, -Ven 5-0-6-1=Jun-1-998-WIn32 nC-T983=9f8-ENERCATC c:\d\par residence\par_ res.ecw:Calculations KW -0'603075, Vey 5-0-6, 1Jun- -998-Wtn32— Title : Job # 7v0S - Dsgnr: MEM Date: Description Scope _e•:: 510001 . General Timber Beam Page 1� Description Exterior Beam - BM2 Stress Calcs I Bending Analysis Ck 22.210 Rb 0.000 Sxx 75.000 in3 Area 37.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 14.17 k -ft 70.86 in3 2,400.00 psi. @ Left Support 0.00 k -ft 0.00 in3 .2,400.00 psi . @ Right Support 0.00 k -ft 0.00 in3 2;400.00 psi ' Shear Analysis @ Left Support @ Right Support Design -Shear 4.68 k 4.68 k Area Required 28.343 in2 28.343 in2 Fv: Allowable 165.00 psi . ' 165.00 psi Bearing @ Supports Max. Left Reaction 3.54 k Bearing Length Req'd 2.024 in Max. Right Reaction 3.54 k Bearing Length Req'd 2'024 -in - I`Query M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 3.54 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft .0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft : 0.00 k -ft 0.00 k 0.0000 in nC-T983=9f8-ENERCATC c:\d\par residence\par_ res.ecw:Calculations KW -0'603075, Vey 5-0-6, 1Jun- -998-Wtn32— LONGFELLOw' LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 Vr% (530) 893-0112 •FAX- (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: '�` �n'� Job No: Address: -51z-1 CHIC D AP#: C) C)--� - f-14 LG & /a CA �=_ /e Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 �7to(916) 387-0116 2k Ord Timber Products Inspect` Q" rte. t P.O. Box 20455 ���� Portland, OR 97220A 46 ;' (503) 254-0204 :.t� 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 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. 0 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: s Make certain truss sequence and lend -for -end orientation are correct.I Scale: 1/8" = 1' ::9 �,: ;4 '�DULUING GABLE END DETAIL SIRONGUACK (NAIL TO LEDGER 12" O.C.) (BRACED AT 55' O.C.) -_ , UA LEDGER (NAIL 10 VERTICAL wit-IOd NAILS) ( K) SPAC 1116 FUR 143 = 56.0' U.C. REFER. ILI SIPPSIIN CATALOG C-9411-1 FOR PRODUCT AIIACIIMENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (M) 2X4 F.L. OR II.F.'12 OR BIF. SIRONGBACK BRACE 11115 DWG PREPARED FROM COMPUIFR INPIIT /IOA05 R n1Mrimniv;T cuimm lrn RY immq earn RUOF MATERIAL r OUILOUKER I ) GAELE ENO /fLX6 OI 2X LEDGER cull ION TRUSSES STRONGBACK BRACED AT 55" O.C. (CI.IX4 CONTINUOUS LATERAL BRAC 114G FOP. `BRACE ( STP,ONGBACK ) ME-MOER LONGER THAN .72' . ATTACH AT MIDPOINT Or- EACH GRACE A/2-Bd CCOHMUN NAILS. 24' Mnx -�� / GABLE ENO (PIT PEAK PLATE ID MATCH CUMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 H111. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: 11115 DETAIL HAY BE USED FOR (111) IEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION TO WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PIT, (SI ) 6 (111) MUST BE PLAIEO. (G) GABLE END OES1131 BASED ON 75NPH WINO LOAD EXPOSURE 'B' AT 0-25 FT HEA" PLATE (PI ) IX3• 'FF1 2X4• 0 3X4• (N) DRW (G) J — 25458 DUR.FAC. 1.15 (S) 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 (N) 1 7-9-0 15-6-0 J, MAX (M) 2X4 F.L. OR II.F.'12 OR BIF. SIRONGBACK BRACE 11115 DWG PREPARED FROM COMPUIFR INPIIT /IOA05 R n1Mrimniv;T cuimm lrn RY immq earn RUOF MATERIAL r OUILOUKER I ) GAELE ENO /fLX6 OI 2X LEDGER cull ION TRUSSES STRONGBACK BRACED AT 55" O.C. (CI.IX4 CONTINUOUS LATERAL BRAC 114G FOP. `BRACE ( STP,ONGBACK ) ME-MOER LONGER THAN .72' . ATTACH AT MIDPOINT Or- EACH GRACE A/2-Bd CCOHMUN NAILS. 24' Mnx -�� / GABLE ENO (PIT PEAK PLATE ID MATCH CUMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 H111. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: 11115 DETAIL HAY BE USED FOR (111) IEEL PLATE 10 MATCH COMMON TRUSSES. TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION TO WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) IOENAILEO THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PIT, (SI ) 6 (111) MUST BE PLAIEO. (G) GABLE END OES1131 BASED ON 75NPH WINO LOAD EXPOSURE 'B' AT 0-25 FT HEA" PLATE MAX. WEB LENGTH IX3• 2-0-0 2X4• 0-1-0 3X4• I 13-6-0 OUILOOKER IIEI[74T. PLT TYP. Wave TPI -95 R Design Criteria: TPI-95(TO O O O O *;WARNING•• IRUSSES RIOUIRI E21R(MI CAR[ IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND OA ACING. NEF[R 10 HIB -91 (HANDLING INSIALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE O OINSIITO". fB] 0'0"0110 DR., SUITE 200, MADISON, WE 5]719), FOR SAFETY PRACTICES PRION 10 PERF OR MING IH[S[ FDNC TIONS. UNLISS OIHCRWISE INDICATED. IOP CIIOND SHAH II AYE PROPERLY AIIACHCO Q Q SIRUCIURAI PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CI[LING. " IMPORIAHI•• FURNISH A COPY OF THIS DESIGN TO IHC INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAOOUC IS. INC. SHALL N01 BC RESPONSIBLE 100. ANY Of YIAIION FROH THIS DESIGN; ANY fAII URI 10 O ALPINEO BUIIO IH( IR VSSCS IN CONE OR MANCE NII" IPI: 00. FABRICATING. HANDLING, SNIPPING. INSIAIIAV ON ON :"ICI OF IRUSSF S. IH15 DESIGN CONf ORMS WITH APPIICABI[ PROYISIONS OF MDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IRE AMERICAN FOREST ANO PAPIA ASSOCIAIION) AND IP1. ALPINE HAD OF OGA EACHIFACT OF "IRU SSC ANDUNLESSOTHERWISE LOCATED ONEL. THIS OISIGH. POSITION CONNECTOR$ PIR RS 10 OF AVINGS 1,IN( TRUSS DEPICTED HERE AND STALL NNOIE B[ REl1I0 UPON H10 ANY IS WOTHER WAYING . ONLY 10 III[ DESIGN OUTLOOKER CRITERIA 3.5* MAX. 17P. NOTCH a 24' D.C. 1.5' MAX,'. 12' Hill 24' MAX 2X4 F.L. LIMBER GRADES MAX. LENGTH WITIIGUT BRACING (N ) MAX. LENGTH W/ STROIIGBACK BRACE (S) STANDARD 5-11 -0 11-10-0 DATE 03/19/98 DRW CD 112 SEON 25458 DUR.FAC. 1.15 1I 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 1 7-9-0 15-6-0 FESS/ W 9A yc * CAU` TC LL TC DL BC 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 SEON 25458 DUR.FAC. 1.15 FROM PBC SPACING L0413 -JIM PARR / HALLBAUER - Al COM) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CL. N Com - � W1.5X4 t - V q 4 O ' a f3. Ll W P. - W W z W4X4(A2) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b 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 e W2.5X4 m 1`G.-- W3X4Em W4X4(A2) a z 2-0-0 2 0 D I ) 14-0-0 1 14-0-0 J Y1. N N 28-0-0 Over 2 Supports -� R-1028 W-3.5' R-1028 W-3.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD --WARNING" TRUSSES REOUIRE EtTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND �f� EAS 1,RACIR6. REFER TO NI1•91 (HAMULI -G INSTALLING AND "A""). PUBLISHED BY T►I (TRUSS PLATE 00 . /SI! [NSTINTI. SBS D'OYDFAtO OR., SUIT[ 200, MADISON, Y1 SSI1P). FOR SAFETY PRACTICES PRIOR TO O PERFORMING TRESI FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED STRUC.AAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCES, INC. SHuI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE T 58006 BUILD THE TRUSSES IN COX DE YITN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 2 A 1 D T N E BRACIIG OF TRUSSES. INIS OE SIGN CONFORMS YITN APPLICABLE PHOT ISIOMS 0► NOS (RATIONAL UK SI f�1.1 • SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) A" TPI. ALPINE r 17 2DD CONNECTORS ARE HAD[ OF EDGA ASTM A667 GR40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO *' P EACY FACE OF TRUSS, MD ONLESS OTHERWISE IOCATEO ON THIS DESIGN. POSITIOR CONNECTORS PER ,p, DRAY116S 160 A•t. THE SELL Otl THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/� Cryl1. AA11..,,1l1C A 95828. RESPONSIBILITY SOLELY FOA TIE TRUSS COMPOR[NT DESIGN SMOVII. THE SUITABILITY AND USE OF iN(S '9�. "4'• ��LD .w0dw CORPONERT FOR ANY PAATICILAR BUILDING IS THE RESPONSIBILITY OF THE BUILDER& DESIGNER. PER Qe AISIITPI I.199S SECTION E. +8-0-0 Al WILDING DEPARTMENW, PA kPP0VE CA - 1 - - R - Scale —.1875"/Ft. TC LL 16.0 PSF REF R427--66261 TC DL 10.0 PSF DATE 04/17/00 BC DL 7.0 PSF DRW CAUSR427 00108014 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 33.0 PSF I SEON - 34200 DUR.FAC. 1.25 1 FROM KD SPACING 24.0" TOP CHORD 2x4 DF -L #1 _ BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard It -A PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o.: CV L d� L RJ] H V Ta O a w 9=1 w ' Px C-0 z W2X6(Al) s - -••• c.s z w THIS,DWG PREPARED FROM COMPUTER INPUT (LOADS 6 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 - W3X4 Es WZXb(A1) ESS z ¢ I 12-0-0 I 12-0-0 J cA.. N O 0 O N Ali Q 24-0-0 Over 2 Supports R-881 W-3.5" - R=881 W-3.5• 51 +8-0-0 juTm°��J n Criteria: TPI STD CA/ -/11-/-/R/- PLT TYP. Wave TPI -95 RDesi ^WARNING" TRUSSES REOUIRE EXTREME CANE IN FABRICATION, NAtlOIING. SHIPPING, INSTALLING AND BRACING. REFER TO HID -91 (RAADLIIG INSTALLING AND BRACING), PUBLISHED By TPI (TRUSS PLATE FOR PRACTICES PRIOR TO Y� 50 W it TC L L 16.0 PSF INSTITUTE. 503 O'ONOFRID 00- SUITE 200, MADISON. WI 53119), SAFFIT TC DL 10.0 PSF PERFORMING THESE FURCTIOAS. UNLESS OTHERWISE IIIDICATEO, TOP CHORD SHALL MATE IROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SNAIL RAVE A PROPERLY ATTACHED RIGID CEILING. 7.0 PSF •IMPORTANT^ fURN15M A COPT OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE EAGNEER[0 BC DL PA00YCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: Mr FAILURE i0 BU]LD TRE TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING, HMOl1N6, SY[IPIN6, INSTALLING AP O, OS B C LL 0.0 P S F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS YTTH APPLICABLE PROVISIONS OF ROS (AATIOtlAI OESIG SPICIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Apr 1 7 2000 * P * TOT. LO.. 33.0 PSF CONNECTORS ARE NAGE OF 20GA ASTM A653 U40 GALS. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACN FAC[ OF TRUSS, AND UNLESS OTHERWISE LOCATEO OY THIS DESIGN, POSITION CONNECTORS PER EN6[NEE0.1Is ,p cmu D UR FAC. 1.. 2 5 ONAYItlCi 160 A•I- THE SEAL ON THIS DR oleo 1ROICATES ACCEPTANCE OF PROFESSIONAL - eNp,,,- �td PIY1d Cta IRC RESPONSIBILITY SOLELY FDR TRE TRUSS CONPOYENT DESIGN SHOWN. TBI SUITABILITY AMD USE OF THIS Saa�aml»1o,G9S828 COMfOXEIT fOR ANY PARTICOLM BUIl0IR6 IS 7BE N[SPOtlSl0lllTY Of TIE 061101X6 DESi6BI11. PER ANSI/TPI 1-1995 SECTION I. _ %� 'YJ� . SPACING 24.01 Scale-.25"/Ft. REF R427--66260 DATE 04/17/00 DR W CAUSR427 00108013 CA -ENG AEB/GWH SEQN - 34197 FROM KO 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 Jresult 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 responsibility of the installer (builder, building contractor, licensed contractor, erector or erection 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 upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractoris 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 wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS'PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe 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. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Er- `,TRUSS'WORAGE" CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. e:v CAUTION: Trusses stored horizontally should be A supported on blocking to prevent excessive lateral bending and lessen moisture gain. ®WARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. Do notbreak bands until bundles are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat IJA bands. Do not use damaged trusses. I EA is extremely dangerous and should be strictly prohibited. Frame 1 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB i i Truss Depth D(in) i i Lesser of Iy.ID/50 or 2" ±'/G- Maximum Plumb Misplacement Line 12" 1 1/4" 1 1 ' 24" 1/2" 2, 36" 3/4" 3' 48" 1 " 4, 60" 1-1/4" 5' 96" 2"v 8' 108" 2" 1 9' L(in) L(m) U200 ,L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L./200 or 2" L(In) U20t) L(ft), 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1--1/-2 —" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 WARNING: Do not attach cables, chains, or hooks to the web members. J[A Tag Line so° so° o less or less I- -I Approximately ApproximatelyTag 1/2 truss length '/2 truss length Line Truss spans less than 30'. Liftii Spreader Bar Toe In Toe In Approximately Spreader Bar Toe In Less than or equal to 60' Approximately 1/2 to 3'3 truss length Less than or equal to 60' I AWARNING: Do not lift single trusses with spans greater than 30' by the peak. 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 Tag Line Strongback/ Toe In At or above mid -height Tag Tag Line Line Approximately i 3'3 to 3/4 truss length Greater than 60' Strongback/ SpreaderBarL\ 1 o,. -L 10' 7/3 to 3/, truss length Greater than 60' Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all. installations. Frame 2 Vruss of braced oup o, trusses (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all. installations. Frame 2 Vruss of braced oup o, trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage.to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. All lateral braces lapped at least two End diagonals are esse`ial for stability and must be duplibat on both ends of the truss system. JIM =45° Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOP CHORD DIAGONAL BRACE'-`. , MINIMUM LATERAL BRACE SPACING (DB ) s ;SPAN DEPTH SPACING(LBs) .. #trsses SP/DF Up to 32' 30^ 8, 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48' - 60' 1 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ei diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage.to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. All lateral braces lapped at least two End diagonals are esse`ial for stability and must be duplibat on both ends of the truss system. JIM =45° Frame 5 Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chorda that are laterally braced can buckle togetherandcausecollapseiflhereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins �,'I are attached to the topside of the top chord 12 —1 4 or greater =450 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required —� trusses. nal bracing. Diagonal bracing should be nailed lapped at least 2 10' or Greater trusses. 10° or Greater Attachment Required Attachment o<%ess 32 / AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. o A Up to 28' 1 2.5 7 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required nal bracing. Diagonal bracing should be nailed lapped at least 2 to the underside of the lop chord when purlins trusses. 10° or Greater Attachment Required b 0 / =45° i" Frame 3 9' a�O� �ryc Top chorda that are laterally braced canbuckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed ti '� to the underside of the lop chord when purlins are attached to the topside o1 the lop chord. 12 _, 4 or greater Up to 32' 1 4/12 1 15' 20 1 15 Over 32' - 48' 4/12 1 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' See a registered rofessional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir s , 0 i ssPsCe�Ods/ `�o . q L�5 Bottom chord diagonal bracing repeater at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 10 r Permanent `ss`0s°' continuous lateral bracing as specified by the truss engineering. Frame 4 -- All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. =45' L15L�S, L1 DATE: Ll- a o- aoryo A.P.#:._DO%— &M-0 CONTRACTOR: ZONING: DATE TO INSPECTOR: c2,mPER rr msTORY: [ ]NONE [AAS FOLLOWS: (/V\ 9�C(Ac TYPE OF OCCUPANCY: ' imate valuation. of Damaged Area: pector: Dat e: 1. %A 0 BUMDING INSPECTOR'S REPORT Building Description: r [ ] Commercial/Usage: [ ] Residential/# of Units: Mobile Home: Yes[ ] No[ ] [ ].Currently Occupied. [,-] AbandonedNacant. , lectric: [ ]Yes [ ] No -01 IFis currently : [ ] On [, �J Vff F Condition of electrical? as: Natural [ ] Propane[' ] 4 Nonej/f Currently On[ ] Off[ ] Obvious problems: Sanitation: Plumbing working Yes[ ] NoVf ;f Well: Yes[ ] Nov -r Potable water: Yes[ J No[ ] Obvious Sewage Problems: Area: � escription of Damaged Cr- vii imate valuation. of Damaged Area: pector: Dat e: 1. %A 0 E.H. USE ONLY Plot Plan Attached Ye -r Floor Plan Attached Ycs Sent to B.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance H =t: I l b"q 12"- /z / Coro ha o% %fir/ 7-3 40 —0?-? Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public < Private Well Clearance for d teffinT. Other Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist' Date 8/96 IS 13 COU APP UO 002 Environmental Health-- } `� APR 19 2000 "° Chico, Califomia • s COUNTY OF BUTTE .i DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 1WNFR D DRAIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matte or need additional explanation, please contact this office immediately. aL L Inspector" e� ��• • — Date r x.F COUNTYAF BUTTE _ l� DEPARTMENT OF PUBI-ft-WOHiik, r 196 Memorial Way, Chico — Phone: 891..2751 '7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE Ae OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have,any question pertaining to this matter, or need additional explanation, please contact this office immediately. C� D' wfG ex, r gGr.!// U L /CC 7 �G/2 / ( / c Inspector �/ Date ti - L �4 0 All PERMIT NO. 2499-83B,E PERMIT EXPIRES za!� OWNER WARREN K4'HALLBAUER CONTR. owner ASSESSOR PARCEL 44-65-28 LOCATION 3121 Coronado Rd, Chico Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E 00, ti JOB FINALED (Date) Signature /6 !L A A J OK 0 = Not,UK - = No(Applicable RESIDENTlkr (Si_ngle and Duplex) 4k � �t Ready - y r. Date UNDERF OR PI OK exce t#'s Date FRAMING (Continued) oning requirements-Setbacjf.c-Ea&aoems & Open'ngs - el-Elec. Grnd.- / /" Ftg. Depth x ors- 3' -Che arage-3t4-9lerq- z-- its g., Garage; Ftg. Depth- om-Rise-Run-Landing-Fire Protection s; Soils -Steel- / /" Ftg. Depth wood on R9et�70erhang-Attic s -Raft iggers� 5. teel-Blockouts-Wrapped-Slab �� Siding�Veneer emwalIs, Garage;134eel-B uts-Wfapaet}-S reed-Fdn. Vents-Underilr. Access Steel azing Area -Glass- lastic --9^-Test-2 way C/O -Sewer Test 55 Shear t!^tts• Nailing -Bolts c hors 1 rs-Regulator-Service Test /9 Electric; Underground 0&aZ&21yTo - Material -Support -Ins._ _ - s Card -BI. Date Card -BI Date . Qe L/p 1�g ,, Card -BI Dat Card -BI Date Card -BI Date Card -BI Date Card -BI Dat �;p Card -BI Date Date FINAL (Plans) OK except N's xt. Steps -Door & Sin-' end'^gs Card -BI Date Date Card -BI Date PLUMBING (Permit) O xcept q's 5; Smeka laatsetor ' 14. Water Ht.; Vent-Acc ss -Combustion Air68ce-Comb. Air -Connector - In Ducts-Mech. Protection 15. Water Pipe: Test & nchors-Nail Protection 16. D.W.V.; Test-FV6gs & Anchors -Nail Protection g 17. Shower Pan; Te , First Floor -Tub Access 6 b-Aeeess _ ^ 18. Test Tub & Showe 2nd Floor -Tub Access EIecc_Trl'm Mu Breaker Sizes- L b i _ 19. Gas Pipe; Size & chors - •t 6 s -Hearth -- - ga, FIP • Int ...I D^ CXt. Card -BI Date Card -BI Date ; Grnd.-Air Gap=Cooking Clearance Card -BI Date Card -BI Date tacles at Kit. Counter. Date ELECTRICAL Permit OK except q's " 67-ig- Land i ng -C loser 6 amper' 20. Fi re & Transformer Clearance -Ins. Protection Wt •, nce-Comb. Air-Connector-P.R.V.- ln-''^ gP' Ahove Ftoosi.^:,,ch. Protection _ - les Spacing- L & wi at oo 2 e Boxes & No. of Conductors -Stapled t6w! Meet► Equip. Liste for L io 7 ec. Receptacles in Garag G. ome r 2&1401mex Installed Close to Edge of Studs & C.J. - --• Equip. Grourd mad2 up w/Mech. Fasteners-geRd-Ger-&-W ter 7 Yes 7 Post Caps ` _ X6...2 A f fc� i cults i Kitchen & Conductor Size or-D&aeg-e & Wood f2Learance Loeke ^^+er Fin^ Elves �- /7^ 26. Sub(eed Wir Size i �/ ga. Ge�.ar AI-A.C. Wire Size / / ga. Cu or At —_ 2F. Reoge-64e ga. Cu or AI -Oven Circ. / / ga. Cu or At, _Insutatad 4'A,,tral_ ❑Yes ❑No Riser-6er�elors & -Main Disconnect 7 ollowing instld.: Drive Yes �; Walks ❑ Yes Die' Planters ❑Yes quip,.Gle'arances; nces-Brkr. & Cond. Size -115V Outlet -- -- - tLight-Shower Light — -------•------ ----- --- 7 Appliance-Firepl.-Clearance to Opngs. trical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground Card B-1_ Card B -I le /��= Card -BI Date Date f����3 Card -BI Date 81 ut House 8 n Date + ' MECHANICAL (Perrr..itl OK except N's' 8 us Inspections - 8 E"ctric -- 31. A.C. Ducts; Insu tion &Support 89. Wate. Grade -HD Approval V_ent_Fan; Exha st above Insulation 86. ficate-Other Certificates 33. Condensate Dra _& Overilow; Size & Grade 34. Furnace -Vent; A ess-Comb._Air-Return Air Vent -115V outlet 35. Attic Access & latform if Furnace in Attic Card -BI ----- -__Date -__ -- ; Card -BI Date. Card -BI Date Card -BI Date Card -BI Date -- Card -BI Date Card -BI Date Card -BI Date 1 Card -BI Date Card -BI Date Comments at Final: Date FRA G(Plans) OK except q's ; --Sills; Pro _ a ial nc c `-�Ils _ ailing, Spaci�P�Secxid e+' -aver Girders & Floor Nailing — -- --------__ ,----- + at proof) + — _ ings-Stairs-Chases-Tub 4jf.-'Reader & Beam -Size & Bearing � 42!�In, ist s -SI . Rf r Type A Flue -Fireplace Throat s 4 _ iex Protection -Draft Stop -Ins. Baffles ---- 4 . _o_ws or Exiting Doors -Sill Hgt. & Dimensions -_ Framing (NOTE:Anentrymust be made each time you visit jobsite) V" = OK - 0 = Not OK - = Not Applicable MOBILEHOMES * = Not Ready IF , ~ MISCELLANEOUS ` Date MOBILEHOME UTILITIES (Plans) OK except k's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Ritrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures �- 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./. /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -B1 Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's Card -BI Date _ Date Card -BI Date _ POOLS (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3., Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb;'Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card BI Date Card -BI Date - Card B -I Date Card -BI Date Card -BI Date Card -BI Date r 7 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AM PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER rf_6 ZONING BUILDING PERMIT OWNER TELEPHONE F/'97 SQ. FT. OCC. BUILDING VALUA 10 ei OWNER'S MAILING ADDRESS BIZ/ 00A).' J e eAl v CONTRAR•S�� CRACTOR'S TELEPHONE CONT MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 0ad, Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ` VO&O ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ (930 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 115"06 BUILDING ADDRESS S/ PLUMBING PERMIT Filing Fee 10.00 _ Each Trap 2.00 Solar Water Heater 20.00 Oi /PD , Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other Lcj2fjC9 SPECIFY Building sewer 5.00 Mobile Home S I G I W 10-00ea TYPE OF WORK New Addition ❑ Remodde1 ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: �S�SC 3/? Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONS. D ELING OR ADDNST ( ACC LBLDGS.0 P 2'�22sq ft rL CONTRACTORS LICENSE LAW I declare under penaltyBRANCH of perjury y (check one): ElNON-RESID, I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. %r License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U TI -OUTLET 2,50 ea NON -RE SID CIRCUITS), NEw CONSTR % POWER APPARATUSS &' � SINGLE OUTLET CAR. � a Ex. Occu /o 2®50e P\OR FIXTURES BA0 L®30 FIXED AXED A PP LNSO R Ex. Occup. OUTLETS (RESI.D.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Q Contractor MECHANICAL PERMIT FiIingFee 10.00 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. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseq nce f the granting of this permit. X __ i,. �� Date Signature of Applicant — Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiesinheight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ occuP. GROUP I TYPE OF I PARC PD HD SSOE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR OR OF PUBLIC By9 P MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date — �� Receipt No. 40/ �C� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT _., J_-,;:?<;e tau/or e and/or '.'.'i6ion Cle rarce(s) LOC.T I0,i Seri -� Disposa'_ -e P ag ��,seT S��p?2y�. lip z i^�1 for: Water Supply Cicarance c'c for:.' ��te,- S'�PP1Yi- rj srarz is Is for a -beaioo= (',o=2 Oi��: � •.r,^�f 0`� =i wi11 be will -E-fR--S E T �. COMPANY LICHNQHD CONTRACTOR Insulation - Neotherstripping — Accoustical Tile P. 0. Box 3506 Chico, California Phone 342-4764 Date (/ (Purchaser) (No. and Street) / (City and State) THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: Street Lot Number Tract No. EXTERIOR WALLS Manufacturer_ Thickness/Typl R Value)/ CEILINGS Batts: Manufacturer Thickness R Value Blown: Manufacturer Thickness A—' No. B s� Wt./Ba§�S-4- Sq. Ft. Covered" R Value FLOORS Manufacturer Thickness/Type R Va!ue SLAB ON GRADE Manufacturer Thickness/Type R Value - Width of Insulation Inches FOUNDATION WALLS Manufacturer Thickness/Type R Value 00, G ERA ONT CT LICENSE NUMBER ,Q BY I LEDATE SUL ION A OR j LICENSE NUMBER k BV TITLE " � DATE — SAVE ENERGY - INSULATE! (DATE) ACCEPTED `HERSETH/COMPANY Representative ,o .z.r PERMIT NO. 3809-78B ' PERMIT EXPIRES 0,OWNER Dan Drake u CONTR. nwnPr 44-43-18 port. ';''LOCATION (A.P. ) 3121 Coronado Rd., lot 95, Joshua Tree#2, Chico of i a `x A 5yy� Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. iCalled PG&E __l% oZS 7f` /'e sh JOB FINALED (Date) (Sig6ature) Setback Forms Main Bldg. Footings Stemwa I I Slab Piers Garage Footin s Stemwa l l Slab Carport Footings cl-6 Brown COUNTv-B�F'BUTTE = DEPARTMENT OF PUBLIC WORKS :3 BUILDING INSPECTION RECORD BUILDING BUILDING (Co5d) PLUMBING 1st Floor -- 2nd Floor Temp. Gas Sanitatinn ria Ler II Ir. C..6n�wn1� OBILEHOME UT LITI S ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping " BI E OME INSTALLATION - - - - - - - - - - = - - - Support Elec. Continuity max- Water Piping Drainage . Gas Piping "iq. DATE REMARKS OR RRECTIONS 650 (NOTE: An entry must be made on this form each time you visit the -job site.) ov� %69L COUNTY OF E3UTTE- — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Og �. .� Telephone: 534-4541 APPLICATION AND PERMIT S,. Owner �� 6 L i Mailing Address 7 ` 2 7Y Z. L D Telephone No. — COUNTY OF E3UTTE- — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Og �. .� Telephone: 534-4541 APPLICATION AND PERMIT autnorize representatives of the county or twtte to enter upon the above-mentioned property for ins ection purposes. X Date rl Signature ofr it Agent Receipt No. ^� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By — Date_7---/ Z- 7Z Wding permit expires Date 7 Z — BUILDING Owner �� 6 SQ. FT. OCC. BUILDING VALUATION Mailing Address 7 ` 2 7Y Z. L D Telephone No. — Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee a Building Address _� a Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 J f� Repair drainage or vent piping 1.50 A. P. No -2 Z Water piping 1.50 Each gas water heater or vent 1.50 es I W,-- ffjjW n Fire Dept. FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Ma 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 ��J���l�/_[t�Q /13►fkf P'15ns"R- YLl I Parcel 41;Loval Pla s Approval Lawn. sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600v OR LESS 100 AMP OR LESS 5•�D Single Family Duplex Mobil Home ❑ Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER e O 25.00 100 AMP OR LESS Main service/ EA. ADD'L 100 AMP 1.00 NEW CONST.OR ADDNS. \ ACCDWELBLDGS.CCUP. 7i� 22sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: T NEW CONSTR ( RANCHTI-OCIRCUITS) NON-RESID ` UL BRANCH CIRCUITS) 2.5. Oea NEW CONSTR. POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES5 X25 FIXED APLNS Ex. Occup. ( OUTLETS P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 &I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Land Development Fee $ Q( TOTAL PERMIT FEE $ autnorize representatives of the county or twtte to enter upon the above-mentioned property for ins ection purposes. X Date rl Signature ofr it Agent Receipt No. ^� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By — Date_7---/ Z- 7Z Wding permit expires Date 7 Z — s< nc,tArFu %� Zoning__ Use -Propo,sed^ PEPI11T APPL.ICA";'.IO i WORK SHEET Permit fee.based upon: 1. Complete contract price. 2. Partial contract price (e.,:Dl.ain) . - - 3. DN .Valuatio'o (shoe,;) Permit No. A. P. co. l 2 1� �L.L -- Approve, - Not approved__ At time of permit application, the appl.icaut. was :advised the following data or information must be submitted prior to permit processin atnd/o:r issuance: Date received 1. All items have been submitted. -------------------------- 2. Plot plans in duplicate/triplicate. --------------------- 3. Complete plans in duplicate/triplicate. ----------------- 4. Complete engineered plans and calcs. --------------------- 5. Fees of $ -------------------- 6. Letter of signature authorization. ---------------------- tS�L/ 7. Sanitation approval. ---------------=----------------------- 8. Planning approval for -- 9. Workmen's Compensation Insurance Certificate. ----------- 10. Contractors license information. ------------------------ 11. Parcel declaration, recorded copy. ---r ------------------ 12. Access declaration. ---..--------------------------------- 13. Aunt Minnie information. ---------------------------------- 14. Deed of access, recorded copy -------------------------- 15. Deed of parcel creation., recorded copy. -----------`------ 16. Parcel map, date. ----------------------------recording-- 17.. Pre -inspection request- for -- 18. Improvements - plans r.equIred &DPW approval. ------------ 1 9;/,l Other --- - By _ `'- _ Da t 311 nspector During plan checking process, the following -ata Before permit issuance, all of the following or information must be submitted prior to permit items must be signed or marked NA: issuance: l.. Zoning use 1. Index permit for items 2. Legal parcel above and in addition the following: 3. Envir.Health - Date Plans Sent A. Sanitation B. Restaurant _ C. Other 4. Public Works - Date Notice Sent A. Street Imp. 2. Applicant advised by Telephone B. Drainage Mail C. Permits & Fees her 3. Plans checked by Date D. Other 5. Planning 4. Plans approved by Date A. Use Pe<<nit B. Variance_ Wheu permit is issued, process as fo lotas: C. Other _ 1. Mail to owner. 6. Other Agencies - Date Plans Sent 2. Mail,to contractor. A. Fire Dept. 3. 'Deliver with inspection. B. Other 4. Telephone and hold for pickup @ 5. Other off ice. J051IUA TREE 5U8DI VISION This set of plans and specifications MUST b I kept on the job at all times and it is unlawful tc �rraiCe"a q' an' es"'rn..arite� ns`"onsame viffi'du written permisson from the Department of Publl Works, County of Butte. ,IS,. .. I UIVti" # 2- 4O'TE:—All Materials & Workmanship Shall Be i i "6cordance with Recognized Good Practices an sa quality prescribed for "the Saecified use in th t1form Building, Plumbing & Machanical Codes and he National Electrical Code. ♦' i Op �Le d\°oa%co { Segk%61a�� e tG rs. i roto lot i �oS�Gt 14P'_ _ tato 1 The, , Idg. Setback sh. HJie-b rt:- hvrff-ft pro erty ine a d 50 ft. from .the cern Hine of the road permitting a maxi - mu of a 2 ft. eave o ierhang but entirely out f a[ easements 73.4-/ -- t 3i P�,,, � W UJ Q . COUNTY OF BUTTE— DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Tel eph6ne: 534-4541 APPLICATION AND PERMIT BUILDING Owner SQ. FT. OCC. BUILDING VALUATION ah Dr6yke, Mailing Address Telephone No. Contractor Mai I i ng Address Building Address A. P. No /41 4 --L?L3 — hhon�N Zoning & Plannin Fdael WJWJ SaaUa0eml Fire Dept. I Fire Zone Use Permit EQA I Parking I Parcel Parcel Ma 60' R/W I Improvements Plans Declaration P p ovements Parcel Approval I Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Kr I Single Family Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification ❑ I am exempt from the Contractors License Laws of the State of Cal ifomia. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Work n's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r -1I 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 Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. isDate $ tur f Per itee r Ag nt Receipt No. 1:2 goo White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service 6001 OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER 6001 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. / DWELLING OCCUP. Y BRANC $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 Ex. OCCUD{OUTLETS OR FIXTURES I— ' FIXED APLNS Ex. Occup. ( OUTLETS P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee MECHANICAL PERMIT FILING FEE Heating Cooling $3.00 FEE FEE Ventilation Hood 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE Is This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI M)TOR.131F PUBLIC WORKS By 0Date -Bvildh,TVermit expire Date '-7 /1 77/A 9 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 ms Telephone: 534-4541 l APPLICATION AND PERMIT authorize presentatives of the County of Butte to enter upon the above -m oned property for inspection purposes. p X _✓Z, Date �d ignature of Permitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. 0 7CTO OF PUBLIC WORKS By 1 Date permit expires Date 2 BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mai I i ng Address / mw Telephone No. Contractor /h 12 Mailing Address Fireplace Total Valuation t�LC� C 2� Tel ho; S73 Permit Fee Building Address 49�-�T' Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 3—/� nO�� A. P. o. '7 TT /" Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F s I W-Adl SaRketion Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg.-Fbarrsr ro l Parcel A roval Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER Rrpermit Fee $ -ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 00V OR Single Family Duplex ❑ Mobil Home ❑ Others ❑ yA Main service 100 AMP ORLESS5.00 Main service EA. ADD'L 100 AMP 2.50 Main serv:fce OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELLING OCCUP. S1) 2�sgft OR ADDNS. \ ACC. BLDGS, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Profes ions Code under the a s leof : � NEW CONSTR BRANCH TLET CIRCUITS) NON-RESID (MULTI BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS 6 NON•RESID• (SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES g L=j Ex. Occup (FIXED APPLNTS (RES. OR ) .Z 00 OUTLETS SID,) EA Temporary service 10.00 L / Mobile Home Facilities 15.00 License No. 2 Classification !D Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability orkmen's Compensation. have placed on file with the County of Butte a certificate of o?,workmen's Compensation Insurance. F -1I 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00' Heating d d Cooling j 6-6 Ventilation Hood 2.00 Permit Fee $ $ !FE 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 Land Development Fee $ TOTAL PERMIT FEE $ authorize presentatives of the County of Butte to enter upon the above -m oned property for inspection purposes. p X _✓Z, Date �d ignature of Permitee or Agent Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. 0 7CTO OF PUBLIC WORKS By 1 Date permit expires Date 2 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Teleptrone: 534-4541 APPLICATION AND PERMIT / autnorize representatives or ine uounry or tsutte to enter upon the above-mentioned property for in,Maction purposes. X Ignoture of Pe lite or Receipt No. G White-D.P.W. — Yellow -Assessor Date — Pirik-Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. I F PUBLIC WORKS B � Date ` Building permit expires Date "�—/L — BUILDING OwnerSQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Contractor Mailing Address l� Fireplace Total Valuation 40 Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee 44 LI/ PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 j t Repair drainage or vent piping 1.50 A. P. No. U/ Qr Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees I V. 'on I Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 llde,.Plan. Rec'd val Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ OF — :F, ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS I00 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST (WDW V. LB . 4) 20sgft ' CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR UL T NON-RESID. ( BRANCCHH CIRCUITS) 2.50ea NEWCONSTR. POWER APPARATUS B NON .RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES g Lg FIXED A Ex. Occup.(OUTLETSP(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. SGJ Classification � Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ ,, / rL MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wor en's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Land Development Fee $ TOTAL PERMIT FEE $ ' autnorize representatives or ine uounry or tsutte to enter upon the above-mentioned property for in,Maction purposes. X Ignoture of Pe lite or Receipt No. G White-D.P.W. — Yellow -Assessor Date — Pirik-Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. I F PUBLIC WORKS B � Date ` Building permit expires Date "�—/L — COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Tel epho'he: 534-4541 APPLICATION AND PERMIT autho ' epresentatives a County of Butte to enter upon the abuSignature mPermiteeor on purposes. X Date�� Receipt No.g✓ ` 0� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the County Code and/or resolutions to do work indicated a e fo why h fe s have been paid. I ,�T11O��R OF PUBLIC WORKS By VI.Y17tr�iw,Date Building permit expires Date i / BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor © Mailing Address Fireplace cS Oa Total Valuation Telephone No. Permit Fee S �© ( Building Address y n V�G.. Plan Checking Fee &/or Penalty Permit Fee $ PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trao 1.50 Lel f 19 S Vk t' .t� C Repair drainage or vent piping 1.50 /�• � � A. P. No. — lC" Zoriing & Planning Water piping 1.50 Each gas water heater or vent 1.50 F s I W. FireDept. FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 RI,+ o, a I Parcel Approval I Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 800V OR LESS100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER e O 25.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST OR ADDNS. ( ACCLBLDGS.LING CCUP. s� 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR. (MULTI -OUTLET NON-RESID. (BRANCH CIRCUITS)2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXT11RES B L@; FIXEDAPPLNS. OR Ex. Occup. (OUTLETS (RESID.) EA� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. F-1 I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I. have read this application and state that the above information is correct. I agree to comply to a11.County Ordinances and State Laws relatinq to buildinq construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ C_7 autho ' epresentatives a County of Butte to enter upon the abuSignature mPermiteeor on purposes. X Date�� Receipt No.g✓ ` 0� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the County Code and/or resolutions to do work indicated a e fo why h fe s have been paid. I ,�T11O��R OF PUBLIC WORKS By VI.Y17tr�iw,Date Building permit expires Date i / Owner: Addres Tenant: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS r _. A.P. # Date of Inspection' – Inspector Building Location: Type of Inspection requested: L 1. Housing. f�. 2. Financing 4. Other (specify)Ar ol'Ai -' LIA"_-_ 3. Change MofOccupancy to ff Present use.of buildin — V V _ A. Sanitation (Housing)_ 1. Water closet • 2. Lavatory: 3. Bathtub or shower: 4.' Kitchen sink: 5. Hot and cold water to fixtures: ..6. Heating'facilities: '7. Natural light and ventilation: 8.'- Room and space requirements: "'9.. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: .11. Connection -to sewage disposal: 12. Connection to water -supply: 13. Rubbish and garbage facilities: 14. ,Cir ents: B. Structural 1. Piers and footings: 2.• Floor construction: 3'. Wall construction: ' .. .4. Ceiling and.roof construction: 5. Fireplaces:' 6. . Comments• C. Electrical. 1.. Service and ground:w 2. Receptac* es: ' 3. Fusing: 4. Comment s : D. Plumbing . 1. Fiktures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4... Comments:.- E. Other 1. Maintenance and repair: 2. Fire hatards:. 3. Safety hazards: 4" Weather prote*ction: 5. Underfloor and attic ventilation: 6 Contents F.` Commercial Buildin _gs 1. Roof covering:_ 2-'­DistdP.ce to property lines: 3. Pliysically handicapped: 4. Rest-dom floors and walls: 5. Exits: 6-"'- Impro*vernents: 7: Zoning:' 8. Con, ent�: G. Field Probler,i-- O'r Viclatioris 1. Problem o'-!- -.riolation (give complete. description) What action taken (&iNe complate description) What action recommended: Tq—A--. information only - file. B. Hold for ten (10.) days, then write letter. C. write letter. 17D. Other: COUNTY OF BUTTE — 'DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT ` BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE _ PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees W. C. Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet 30 Building sewer 5.00 Bldg. Plans Recd Parcel A proval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 1000 AMP ORV OR SLESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L too AMP 2.50 Main service OVER e00v 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELLING OCCUP, k� 20sgft OR ADDNS. ACC. BLDGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR. /MULTI-OUTL T NON•RESI D. ` BRANCH CIRCUITS '2.50ea NEW CONSTR. (POWER APPARATUS 9� NON.RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTIIPES BqL ,@ FIXED APLN EX. Occup. (OUTLETS P(RES(D )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 relatinq to buildinq construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Signature of Permitee or Agent Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date t„ COUNTY OF BUTTE — = —DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone! 5343*4541 APPLICATION AND PERMIT Owner JOHN D. DRAKE Mailing Address 107 PARMAC — SUITE 50 CHICO, GA. 95926 Q5-32"33 Contractor LAMB & RICE LANDSCAPING Mailing Address 2294 CEANOTHUS AVE. Telephone No. c -TT Wig, r"A .—Q �F, 9-9 r, 3542-30,82 Building Address 3121 CORONADO CHICO, CA. 95926 t A. P. No. 94"— -3, �D?/ Zonin & Planning F - SaaJ-L;tit+en Fire Dept. Fire Zone Use Permit EQA I Parking I Parcel Parcel Ma 60' R/W Improvements Plans Declaration P p ovements B ec Parcel Approval Plans Approval NEW R1 ADDITION ❑ UTILITIES ❑ OTHER ❑ YARD SPRINKLING SYSTEM Single Family .E2 Duplex ❑ Mobil Home ❑ Others ❑ HOME CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: LAMB & RICE LANDSCAPING License No. 311135 Classification C-27 ❑ I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspect -on purposes. X� S ' ate Signature of Permitee or Ag t ----. Receipt No. White-D.P.W. — Yellow -Assessor — ink -Inspector — Goldenrod -Applicant _ BUILDING SO. FT. I OCC. I BUILDING VALUATION Fireplace 12.50ea Total Valuation Permit Fee I BAL@I BAL � a Plan Checking Fee &/or Penalty 2.00 Permit Fee 10.00 PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 • Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Building sewer 5.00 Lawn sprinkler system 2.00 2.1 Permit Fee $ 12.50ea ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 I BAL@I BAL � a Main service 100v OR LESS 100 AMP OR LESS 5.00 2.00 Main service EA. ADD'L too AMP 2.50 10.00 Main service OVER 25.00 100 AMPP OR LESS O 15.00 Main service EA. ADD'L 100 AMP 1.00 6.25 NEW CON5TR. MUL I"'J' " i NON.RESID BRANCH CIRCUITS 12.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. (SINGLE OUTLET CIR� Ex. OCcuQ(OUTLETS OR FIXTURES I BAL@I BAL � a Ex. Occup. ( OUT ETS P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ MECHANICAL No. @ PERMIT FILING FEE $3.00 Heatina N Cooling Ventilation Hood 1 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE $ 9 n This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. REC O OF PUBLIC WORKS B Date Building permit expires Date Pa r • r Pa 2 DATE2/2!00 INCIDENT NUMBER r_ 1132 LOGGED BY MAA REPORT TIME 10:39 LOCAL FIRE NUMBER 10072 Lagfi, I,Fue. RO ALDERMAN STATE FIRE NUMBER F � �.;aNi. Few,•/wrq` BI CASENUMBER _.•�_�� Yag+Cacw$ MEDICS LOCATION 3121 CORONADO RD. _u�' PRA 106 _ ECC ❑ RP CHERYL PHONE NUMBER 3423674 REPORT METHOD 911 WILDLAND FIRES ❑ ESTIMATED ACRES0:1 FIRE INFORMATION IRE INFO SENT HOW EMAIL BY MAA TO ALDER STRUCTURE FIRE RESIDENTIAL FIRE _� � .•„� OTHER FIRE 7 -DAY LOGGED © INITIALS CRS MEDICAL AIDS —�� INCIDENT NAME CORONADO PSA/OTHER START DATE __ 212l00�START TIME 10:35 HAZ MAT 6 DIAMOND # 5.0 COMMENTS CAUSE MISC DETACHED GARAGEISHOP, FULLY INVOLVED UPON ' LAND USE DOMESTIC ARRIVAL, TOTAL LOSS, DAMAGE ALSO TO ---- SEVERAL VEHICLES PARKED ACRES 0 TYPE OF ACRES OUTSIDE. DIAMOND 5 ONLY $ DAMAGE TYPE JALL OTHER i DOLLAR DAMAGE 1"000.001 SAVE 40000.001 INJURIESIFATALITIES ❑ EMD OES # CIVILIAN INJURIES r71 # CIVILIAN FATALITIES ❑ ❑ # FF INJURIES 0 # FF FATALITIES 0� FC -40 INFORMATION 2 w1NewlncideM FC -40 ❑ DATE OF FC30 INC {,LSC iS,,. �" E'�� 'A --•--• AGENCY INC # _ � INC P#� FC -40 COMP DATE FC -40 COMP BY r_7 County Notifications ❑ EARS Hard Copy Recieved ® EARS Checked Agenst EARS Computer ❑ . S � 9 .WARREN and MARY HALLBAUER PROJECT # 2797 3121 CORONADO STREET CHICO, CA 95973 METER # 11658E ph (530) 891-8647 APN# 007-340m028-000 SCOPE OF WORK 3.502 kW PHOTOVOLTAIC ARRAY (ROOF MOUNTED: FLAT JACK with B -LINE STRUT) (1) SMA 38000 (240V) PV INVERTERS 94.5% CEC (24) SHARP NT -175U1 PV MODULES: 154AW CEC (24 MODULES) (1 54AW CEC) (94.5% INVERTER CEC) = 3,501.792W AC PV TILT: 22 DEGREES AZIMUTH: 236 DEGREES I m"I 11111111113111111 m"i IIIIIIIIIIU111111 SHEETINDEX A-0 COVER SHEET 312.1 Goror ia d 6�'Ric C 9597t,3 A-1 SITE PLAN , S-1 ARRAY LAYOUT N, S -2 STRUCTURAL DETAILS ou oo E-1 SINGLELINE DIAGRAM NX BUTTE C OL V 0 . 4 c ATTACHMENTS SHARP NT -1 75UI PV MODULE SPECS SMA 380OU (24OV) INVERTER SPECS BUILDING DIN APPROV BLINE COMPONENT SPECS d Ar 2N, 40' lit WARREN and MARY HALLBAUER 3VI CORONADO STREET CHICO, CA 95971 COVERS ET PROJECT NO: 2797 CA9 DWG FILE: A-0 COVER SHEEt.bWd PERMIT SUBMITTAL m"I 11111111113111111 m"i IIIIIIIIIIU111111 DRIVEWAY a 70 CORONADO STREET D (E)100A MAIN SERVIG 3121 CORONADO STREET 120 / 240V METER# 71658E CHICO, CA 95973 AC DISCONNECT APN# 007-340-028-000 EXISTING RESIDENCE c c PROPERTY LINES 189'-58" (E)100 . s SUBPANEL s AC DISCONNECT PV INVERTER ROOF MOUNTED PV ARRAY DC DISCONNECT (24) SHARP NT -1 75.Ul PV MODULES DC CONDUIT RUN PORTRAIT ORIENTATION (1).3 / 4" EMT, minimum (6) #10 THWN:-2 CONDUCTORS (1) #10 THWN-2 GROUND 0' 2 A PV AZIMUTH: 236 DEGREES s PV TILT:. 22 DEGREES REMSioMs WARREN and MARY HALLBAUER SPG SOLAR oas+neau.TWO wuwNoAroAnw,Ao�raPnw.rNom,MNc«+w,w"oarr.� ����.�.�O���� MMEDPUNffilFD,RUIi000Cm itFy ash oescwvrwd er c+cv npPo 3121 60RONA00STREET SITE PLAN 20 LEVERONI COURT NOVATO, NOT BE COP®.g8Q.O8FD. 01146FD.NW110lE OR 94 PARf.PoRANY ww�wmaurnffMMMWwemv+POUMoNaAaurAwrNONM3oa�sExuTrveoP W°'a^""�. RaMMUL CHICO, CA 95973 @ 1 / 32" = 1' SCALE ® CA saws ATOM►kG1M8itID0E ATp1Y�f'iV�PoDOE M � ��2TOOD PROJECT NO: 2797 '. CA Lic: #759086 BPO SOLAR YIC. ®awiam: � . (415).883-7657 asp -:,nm 9TAGM CK CAD DWG FILE: A:1 SITE PLAN.DWG CAD DWG FILE: A:1 SITE PLAN.DWG PERMIT SUBMITTAL A-1 6 { 9 2 1 ■ OFA � 1�1� 1�� 5 4 (E)100A SUBPANEL AC DISCONNECT AC CONDUIT RUN (1) 3 /4" EMT, minimum: (3) #10 THWN-2 PV INVERTER (1) #8 THWN-2 GEC / EQ. GROUND C DISCONNECT. RAFTERS: 2"X 4' RAFTER SPACING: 24' O.C. RAFTER SPAN: 24'-0" ROOF SLOPE: 22 DEGREES 28'-118„ 2' FQ� 0FOW4NM CONS ERMA AAIlOANYGTA TM EX„MRM FVMPE C6FMUG NO01flAYED SPG SOLAR Mica, APROMPFC rCO M.MSMDS ua�v��xnamosounwcM,n 20 LEVERONI COURT w1AWEwW'm ow w MTENP� wOFAoOMYAun on®rErMANa ® NOVATO,CA 94949 W"EO1ARD1""'"0H_18REMWM �0F� CA #759086 PROJECT NO: 2797 (415)5) 8837657 CAD DWG FILE: S-1 PV ARRAY LAYOUT.DWG 5 4 22'-1 B22 CHANNEL SLOPING BEAM 6FT MAX SPAN 1' 1 - SHARP NT -175U1 PORTRAIT ORIENTATION WEIGHT: 37.5LBS D "2 822 CHANNEL 1 1 PV MOUNTING RAILS 2'-73. 5'-2 1 4 6FT MAX SPAN + -C-CLIPS (ON PV ARRAY PERIMETER) J 1 �0 A 'o-" - 1 2 PV AZIMUTH: 236 DEGREES PV TILT: 22 DEGREES WARREN and MARY HALLBAUER 3121 CORONADO STREET PV ARRAY LAYOUT CHICO, CA 95973 @p 3 / 16" = 1' SCALE awxm: rmc. moee on: A -M. Nc611®RIDf1E AMU AWGIAMUDW AV&V' 'XTH 7LOi (415)=2-487 Uff 0M WAGER- unasamo: aomwcnarrwaA: o+re: PERMIT SUBMITTAL S-1 2 1 9l L 2 ROOF MOUNTED PV ARRAY DC CONDUIT RUN (24) SHARP NT -175U1 PV MODULES (1) 3 / 4" EMT, minimum PORTRAIT ORIENTATION (6) #10 THWN-2 CONDUCTORS AZIMUTH: 236 DEGREES (1) #10 THWN-2 GROUND T -CLIPS TILT: 22 DEGREES RAFTERS: 2"X 4' RAFTER SPACING: 24' O.C. RAFTER SPAN: 24'-0" ROOF SLOPE: 22 DEGREES 28'-118„ 2' FQ� 0FOW4NM CONS ERMA AAIlOANYGTA TM EX„MRM FVMPE C6FMUG NO01flAYED SPG SOLAR Mica, APROMPFC rCO M.MSMDS ua�v��xnamosounwcM,n 20 LEVERONI COURT w1AWEwW'm ow w MTENP� wOFAoOMYAun on®rErMANa ® NOVATO,CA 94949 W"EO1ARD1""'"0H_18REMWM �0F� CA #759086 PROJECT NO: 2797 (415)5) 8837657 CAD DWG FILE: S-1 PV ARRAY LAYOUT.DWG 5 4 22'-1 B22 CHANNEL SLOPING BEAM 6FT MAX SPAN 1' 1 - SHARP NT -175U1 PORTRAIT ORIENTATION WEIGHT: 37.5LBS D "2 822 CHANNEL 1 1 PV MOUNTING RAILS 2'-73. 5'-2 1 4 6FT MAX SPAN + -C-CLIPS (ON PV ARRAY PERIMETER) J 1 �0 A 'o-" - 1 2 PV AZIMUTH: 236 DEGREES PV TILT: 22 DEGREES WARREN and MARY HALLBAUER 3121 CORONADO STREET PV ARRAY LAYOUT CHICO, CA 95973 @p 3 / 16" = 1' SCALE awxm: rmc. moee on: A -M. Nc611®RIDf1E AMU AWGIAMUDW AV&V' 'XTH 7LOi (415)=2-487 Uff 0M WAGER- unasamo: aomwcnarrwaA: o+re: PERMIT SUBMITTAL S-1 2 1 ` COMP ROOF MATERI ROOF MOUNTED PV ARRAY B22 CHANNEL T -CLIP AND PLY PECKING 622 CHANNEL (22) KYOCERA KD205GX-LP PV MODULES PV MOUNTING RAIL (WITHIN ARRAY) SLOPING BEAM LANDSCAPE ORIENTATION 6FT MAX SPAN C -CLIPS ON PV PERIMETER 6FT MAX SPAN 5'-2" ' INE 1ff� I B IA HALLBAUER 3.5kW SOLAR PV ARRAY (1) SMA 38000 (240V) PV INVERTER (24) SHARP NT -175U1 PV MODULES 24 X 18OW CEC X 95.5% EFF.CEC = 3,781.8W AC SHARP NT -1751.11 PV MODULES MAXIMUM POWER: 175 W CEC RATING: 180 W MAX POWER VOLTAGE: 35.4 V OPEN CIRCUIT VOLTAGE: 44.4 V MAX POWER CURRENT:. 4.95 A SHORT CIRCUIT CURRENT: 5.55 A TOTAL # OF MODULES: 24 SMA 38000 240V PV INVERTER:, DC MAXIMUM INPUT VOLTAGE: 500 V DC MAXIMUM INPUT CURRENT: 20 ADC MAXIMUM AC OUTPUT CURRENT: 16 AAC PEAK EFFICIENCY: 95.6% 3R 2 -POLE CEC EFFICIENCY: 94.5% 600V DC (2) #t0 THWN-2 PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT:. 14.85 A 2.OPERATION VOLTAGE: 283.2 V 3. MAXIMUM SYSTEM VOLTAGE: 415.584 4. SHORT CIRCUIT CURRENT: . 5.55 A (OPEN CIRCUIT VOLTAGE)MAXIMUM 415.584 SYSTEM STRING TOTAL .EMP CORRECTION):. voLrAGE. VOLTAGE CORRECTION FACTOR: 1.171 NEC 690.7 " TEMPERATURES FOR CHICO, CA; ' AVE HIGH: 93F / RECORD HIGH: 117F AVE LOW: 35F / RECORD LOW. 11F DC VOLTAGE DROP: MAX POWER CURRENT: 4.951A RESISTANCE / kFT: 1.29 Ohm/kft I(2) RQ 0) (D)] / CMke = VOLTS DROPPED QSC x 1.56 = &858) 10.58 corrdidt on roof torn P - , 10.8 borMldt fill 1aclai = VOLTS DROPP97 77M VOLTAGE DROP PER ENT: AC VOLTAGE DROP: OUTPUT CURRENT: 161A RESISTANCE / kFT: 1:29 Ohm/kft - AC RUN DISTANCE: 100 FT VOLTAGE: 240 V " VOLTAGE DROP: 0.862 V VOLTAGE DROP PERCENT: 0.718 % ' VOLTAGE DROP (DC) = 0.272% VOLTAGE DROP (AC) = 0.718% TOTAL VOLTAGE DROP = 0.99% POINT OF CONNECTION:THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). WARNINOII EIECTRiCAL SHOa(HiMO OONOi TOUCH TE BE MAY ON BOIH LWE ANp LORD5OE9 AY BE ENERGVID 1. ALL QSCO RCECOB :. ALLaua+ra:crsroeE CLEARLY ueEleD AHD.- TALLAHsort EN.RE OTHER S. INSTALLAPERMANENT,REDON-EW SIGH W OR AOJIICEM TO TIE MNN 6ERVICE PANEL 4 ' l ( 9j I 2 I ALL PANELS 1 -PHASE BONDED TO RACK W / (1) #12 BARE COPPER (FT RUN X 2) (OHM/*l) (MAX CURRENT) / 1000 - VOLTS DROPPED 30 AMP SMA (8) SHARP NT7175U1 (2) #10 RHW-2. .(2) #10 THWN-2 SQUARED (2) #10 THWN-2 38000 PV MODULES (IN SERIES) DC DISCONNECT (240V) ENCLOSURE H361 RB PV INVERTER (8) SHARP NT -175U1 (2) #10 RHW-2 (2) #10 THWN-2 FUSIBLE (2) #10 THWN-2 PV MODULES (IN SERIES) W/ (3) 10A FUSES UL#1741 LOCKABLE 3R 2 -POLE BREAKER (8) SHARP NT -175U1 (2) #10 RHW-2 (2)#1 THWN-2 600V DC (2) #t0 THWN-2 PV MODULES (IN SERIES) (1) #10 THWN-2 GROUND (BONDED TO RACK) _ . NOTE: NEC 690.41-42 REQUIRES THE PV MODULES TO BE EARTH GROUNDED. MODULES WILL BE BONDED WITH #10 BARE COPPER AND ILSCO GBL-4DBT LUG TO THE FRAME WITH A 10-32 THREAD FORMING STAINLESS STEEL SCREW. METER #.71658E METER 100 AMP MAIN SERVICE 3/4" POINT OF CONNECTION: THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B) (E) 11511 AC RUN 1 #6 CONDUCTORS r a I® I® IIIIIIIII! IIIIIi� IN SHARED 3) 100A SUBPANEL 20A BREAKER 3 / 4" EMT (minimum) (3) #10 THWN-2 CONDUCTORS (1) #8 THWN-2 GEC / equipment ground, min. 3121 CORONADO STREET CHICO, CA 95973 ATOM McHABWDLTE ATOM MOC� JANBArtYenr MW Spa SOUL ,INC. 0®Irw.m1> MTE: 01.) NO21O 04187 CFA10 STAGER MRORFOab: meIMnON Tobb TODD C/1AI,mERe 2 1 3 / 4" EMT (minimum) 0 THWN-2 CONDUCTORS VN -2 GEC / EQ. GROUND, min. 30 AMP AC DISCONNECT DG221URB CUTLER HAMMER NON -FUSIBLE LOCKABLE 3R 2 -POLE SINGLELINE DIAGRAM PERMIT SUBMITTAL E-1 f D I C I B I A I 120 / 240V DC VOLTAGE DROP CALCULATIONS: 1 -PHASE TOTAL DC RUN Q 40FT DISTANCE (FT RUN X 2) (OHM/*l) (MAX CURRENT) / 1000 - VOLTS DROPPED VOLTS DROPPED / VMP OF RUN - PERCENTAGE OF VOLTAGE DROP 100 AMP (40FT X 2) (129 OHM/Wn,(4.95A max anent) 11000 = 0.511 vane dropped ENCLOSURE 0.511 vbtte droOped 12832 VMP = 0.18% DROP - AC VOLTAGE DROP CALCULATIONS: 50A AC RUN @ 100FT DISTANCE, 3% MAX VOLTAGE DROP. BREAKER 0.03 / I(FT RUN) (16A) / 1000 / VAC)] = Ohm(kFT), 0.03 / ((100ft).(16 amps) / 1000 1120 vode] - Ohm(kM - 0.03 / (0.0133) = 2259 Ohin(¢T), minknum .. 010THWN-20129ONnAFT(`bateddirect anentresistance@75C) 3600W / 240V X 125 =19.8A. 910 MIN, rated to 35A ® 75C CONDUIT FILL AND TEMP FACTOR ADJUSTMENTS 16A ®100 FT DISTANCE with (010 TWIN -2}. (FT RUN) (Ohm / ko (MAX CURRENT) 11000 = VOLTS DROPPED TEMPERATURE FACTOR (310.19) @ 141f-1591. VOLTS DROPPED / VAC OF RUN = PERCENTAGE OF VOLTAGE DROP (record high of 113F- 45C, pias 17C = IMC) -0.50 facbw (an 90 degree rated obedudom) (I00FT) (129 Ohms FT) (16A) / 1000 = 2004 VOLTS DROPPED CONDUIT FILL FACTOR of (8),00iiduciore is 60%. 2084 VOLTS DROPPED/ 120V 1.72% VOLTAGE DROP CONDUCTOR AMPACTRY = RATED MAX oft affront I(2) RQ 0) (D)] / CMke = VOLTS DROPPED QSC x 1.56 = &858) 10.58 corrdidt on roof torn P - , 10.8 borMldt fill 1aclai = (2) (129 constanQ (11ON (10011) / (72v, 3% of 24OV) - 5,733.33 a110e requhed; min. 1&68A empadty. nib nwn required. (910 THWN-2=10,360 circular mks) #10 GOOD, raped to 30A C 90C SPG SOLAR 5/ G W1iSE(�ABPPOVWETARrNO THE ERONAfrtCO7N19DRAWWOAIDATDATAbPiCWCLIN:MAOTHER RNOFSOSOCOMAN 80UR YGANe D.OR 20 LEVERONI COURT ML NOT LOS USED. IN WHOLE NOT eEROUT THE WIRESSREPFUA Ur COPIED.DISCLOSED.OF A ORu6ED,wWHOLE ORE ISkIT FORAM wmc�wnnourTEo�sswwrTFNPeamsaNOFAaarwrHOR®raFPRFmrrAnv6aF. ® NOVATO, CA 94949 6POSOUMMALLRx1Mro . �OIR CA Llc. #759086 PROJECT NO: 2797 (41 ) 863-7657 CAD DWG FILE: E-1 SINGLELINE DIAGRAM.DWG 4 6 3/4" POINT OF CONNECTION: THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B) (E) 11511 AC RUN 1 #6 CONDUCTORS r a I® I® IIIIIIIII! IIIIIi� IN SHARED 3) 100A SUBPANEL 20A BREAKER 3 / 4" EMT (minimum) (3) #10 THWN-2 CONDUCTORS (1) #8 THWN-2 GEC / equipment ground, min. 3121 CORONADO STREET CHICO, CA 95973 ATOM McHABWDLTE ATOM MOC� JANBArtYenr MW Spa SOUL ,INC. 0®Irw.m1> MTE: 01.) NO21O 04187 CFA10 STAGER MRORFOab: meIMnON Tobb TODD C/1AI,mERe 2 1 3 / 4" EMT (minimum) 0 THWN-2 CONDUCTORS VN -2 GEC / EQ. GROUND, min. 30 AMP AC DISCONNECT DG221URB CUTLER HAMMER NON -FUSIBLE LOCKABLE 3R 2 -POLE SINGLELINE DIAGRAM PERMIT SUBMITTAL E-1 f D I C I B I A I {art;} - �..f�y,\Y. _ - _ � .. ©C'J _..fir - � .. - # F _ {{{((( M ' _. , .. '; t i � f �1J y{ ., � .. 2 1' .- � ...:..s.,yYr� ', � � . s Nt., _ ( � - � J'1 _.. ....._ . _ F tt �If 1'► - ' _ moi: (, .. +nom .v_....... .. _....,.. �.,. .. ... .-.......�.. ..._.. »....... ,�'B � ..._.....�.. - - � - - ,z ?r, ,y i (11C COOS J, D: ADAM$ COMPAlyV -LUMBI-GAV[R'�'lfNQ1NR uY11 0 `�Y t C' VNIONT 1'W w � , OPTE- L/4' SM.10E9ft C, ri• AI.. Bl ,PAQfE� t - j CI . 76 m u OPT.' Jt f. L ARF LIF09 a',t� -�'CA ia , —SPAN- 4 PAN ,_ 4.00/12 c'i -�!O1-�r--?-------------�....,........�.;...-_.� i...-....�......-.,���_......�.;� FOR SPAN 40 5'+ OR LESS MINIMM LUMBER TOP C D -2X-6 DOUG FJR-LAR OY BOTTOM CHORD 2X,6 DOUG FIR LAR RS w 11, w 3.9X $14 JT, Alul, 3X 1. 8 JT. B-3. 7X 3,6 JTi C><� 6X y, 2 ALL WEBS -2X 4 DOUG FIF''-LAR STD �p "� PLATE , IF- 1,". 1. WE1i 'BRACES 11-1, 2-00 ., DINT SPLICES JOINT' AI«7, Ok 5. 4 JOINT CI -7.1 7 "' THE M INAR D-IMUM BEING- 3, 5 INCHES OINT 4, 0X 36 JOINT E44, SX 3.6 ••.hN. •rt �j• T, Am SPAN '38' 3" 01l LESS MINIMUM LUMBER TOP' �iLl W£88 -2i(4 DODO FIR -LAA 8T0 M 3.9X S. 4 JT. Al-le3X 1, 8 JT. B-3. ,2X !,A JT fd' M?. 6k 7.2 8p' IN Y )4, '1 WEB' C - � 1-2 21f 6 DOilO FIR -LAN C= SATES 1 a..pX b DOUG FIR -LAR •I t '?. DINT SPLICES JOINT',AL-7 - .DX 1f, 4 JOINT Ci 7,.OX 7„� THE. MLNILIIIM SEARING- 3. 5 INCH DINT D-4 5X 3.6 JOINT E-4 SX 3 6 qq • J ti ..���....,.............__..-- —_.+_—...a._.r------- ...�.. _.......—.+. .mow;— .r...:.......—,. -._t"___ -r.., �......—.._.. ---- ---- ------- FOR .•_ FOR SPAN 370- 2” OR LESS MINIMUM LUMBER TOPFr�HpRDii2X 4 DOUG FIR-I_M ., BOTTOM CHORD -4j 6'- DOUG -FIR-•LAR-01 i IT, A- 3; PX 5,4 JT, Al -1, 3X 1, 8 JT, B-3, 7X 3. 6 JT.,C�1d2. 6JI i. ? ,ALL WEBS -2x 4 ,DOUG FIR -LAR STD ' ;, PL7�TE SQIN- 1.84. 1 W8 -BRACES x-1, 2-0r O NT JOINT Cl -7, Ox 7.1R THEMI BEd1f{ING-: 3, 5 INCHES t � r ! INT.IIPLICEB• JOINT Alm S ;I T D-4 ' 3 4 JOIW E -3. '2X 3: h ; N �X. "a t FOR SPAN ,'i4!' -a tr Q,R LE86" 'MINIM LUMBER TOp DrZX 4 D0110 F11i-LAR' 01 BOTTOM CHORD -2V 6 DOUG FIR -LM M:1 w 1 - 4 " " X'' 7 ALL Wi[ii8-2X 4;` DOUG FIR -LAR STD , 1Tx A 3.9X 5i kT Al 1, 3X, 1, 8 JT, B 3,'2X 3, b JT i2.6 t PLATE �, IN- ;a 54. 1 WEB BRACES 1&0, 2-O,, ;f JOINT SPLICES, JOINT Al -4.5X 3 6 JOINT CI - 7. O1K 7iTHE MINIM 11EARINGa 3, 9 tNCHJEe, try, JOINT W4. 39 3. 6' JOINT, E-3. 2X 3, 6' + i, FOA SPAN 30- 4" OR'LESS 'NINIMUM LUMBER T� i BOTTOM CHORI>r 11' J!, DOUG FIR -LAR' NI y �X 4 D066'FIR 01 6 JT, A- O, 2X 5, 4 JT, Al -1. 3iC 1. b ,JT. B-3. ZX 3. 6 JT. 01 , AIC7";i ALL 6 eli'BL"w2X 4'DO(10 FIR-LAII STD JOINT JOINT SPLICES JOINT AI -4.5X. 31 41 JO =NT C1b7. Oji 7, 2, PLATE 64 IN- 39. Q' MEf THECMINII" BEAMING- 3,3 ;INCHESjorwIr ;+ . FOR SPAN- 23>- 3.29 S" .pRL LESS w...,. -m ...__-.._.._PIAt4,� DOU® FIR. -LAR Al - Pp-- -- ---- - - i -i - - 11YNIMUM LUMBER TOUT .P, C` -2X' 4 - OTTOM CHORD -2M 4 D0U0-FIR-LAR 1i2� # ITD ALL S -2X 4 DOUG AR JOINT SPLICES .1OIHTAAI-43'3X13�bJTJ0INT23. C1-36®If yC,q�ba PLATE SQ IN- 134.6 WEB BRACES I.THE �2 - 3,5 INCHES ,h JOINT FOR BPAN2X2tO b 8 DR LESS, MINIMUM3 R LUMBER, TOP C • �` �� 4I1IRD-2X 4 DCltldt FIR-LAp V1 BOTTOM CHORD -7X 4 DOUG FIR-4AR 01 JOINT SPLICES bJOINTAAI i43lSX13�bJTJOIPIT Cl.r56BJT Clr+2, bPLAIT S* IN- 1:4.6 WEB BRACES ALL BIS-Oo,2-Or DI>S!0 FIR -LAR 8T0 « 2 JOIN D 3 2X 3 6 _r THE MINIMUM BEARING- 3,5 INCHES r` ' FOR SPAN -i 21 t- B" I1R LESS :MINIMUM: LUMBER 6-0 CHORD+9X 4 Di t4Y fdIR-LAR 01 - BOTIVI GHOR0-2X 44DD000 FIR -LAR 01 it, A- 3. 7X '1.6 JT. A!-1, 3X 1,'S JT, 8-3, 2X 3. 6 ,CIt-2. 6X 7, a2(�. ALL W NS -2X i0t 1tOUG FIR -LAR STD 7R PLATE 60 E1J- 119.9 B BRACES 1'-0, 2-0 i JOINT SPLICES -Y ;10INT A1.1. 5X 3.b ,..AYNT C1-5, QJt"7: THE MINII4;M) OEARIN6- 3.6 INCHES JOINT D-3. 2X 6, b Y1i1JT erh �r a t' a n" ."VQU rnartaugn!"'un M"M UV IRA Cl:i:'MI IN A. rt9"M4 AGAL alfa THAT LLIMINATE6'.. HARMFVL STRESSES CAUSED by HANDLING, LACKINGSUCH A JI0,-; "EATER CARE,, Pmt'" BE EXIrRCI81 D IN N*N.ING THE, TRUSS, OR LARGER CONNECTOR PLATES 9JMJULD BE 8V/18TITUTED: J .D AtkOW 'Op. BEARS No REQ!'ON8IQILITY FOR THE ERECTION OF MOSES, PERSONS USING TRUSSES � ARE CAUTIONED TO SEEK PROFESSIONWj,ADVICE IN REOAkD TO ERECTION BRACING AND'PERMANENT DRACINO; ALLOINTB MUST BE ACCURATELY CUT AND FIT. DIMENSILyNS MUST BE VERIFIED, ALL PLATES CENTERED UNLESEI SHOWN OTHERWISE. PLATES ARE r MININIUM BASED,ON STRESSES, FABRICAJOR HAY FIND FROM EXPERIENCE THAv SOME JOINTS M140 REQUIRE LARGER PLATES FOR •'; x HANDLING._ ALL CONTIMMUO BRAGINO Ori! WEDS AND CHOP" TO BE ANC"ED AT BOTH ENDS TO A BUYTABLE SUPPORT. r -) , ! . CALL BRACING T0: BE 11UF'PLIED BY OTHENS. ALL .WEBS 9X4 UNLESS OTHERWISE SPECIF71P.O. , " MULTxBPIKE "(BY J, D. ADAMJ3 CO, I liHALL 1!E MADE OF'' Cd,E,OF'20 CAGE STEEL AND PREPSED' INTO BOTH FACES OF JOINTS, )�—..._., R , • ; t ._ ~�CE PLATEf H AFTER SIE 16. PLATE NOTE. PLATESWITH8 AFTER:SIZE a BPLI" � X as p TOTAL SQUARE QUARE INCHES OWS NOT INCLUDE "PLATES REQUIRED TO OW .ICE A TRUSS 1 TRLMS LOADING � iK f MULTIPLY �+-A1 1pYB- 5:3.51(c) BBELOW'COR STR"SES Al -Cl- IT.45(C► - l 2 I 7 _ - 54 t T I. ILL- a, 00 Ptd ,OO PIfF 1 DL 11000 Eli ALL SPACING- 2X4 a O. G. BRACING ON B. C:� IF 8, C. 15'�NOT AOEQ"I TE'a.V BPACEI)t � If + 'NOT (� ; FOR A MINIMLMI BEARING oR�ATER THi+N 3 I/$ BUT EK"t�UI►l4 7 w f•DO- ADD ON£ 9i:ARINO: pLC�CK, °�' ) GR e i�*� r, L-13 w REQUIRED, NAILS ON BEARING BLOCK-tMIN, 2 SRO. -3, 5f'k 6, 14 r "w_ ,• _ 4' SYST1 !1s L BIR, Go, ; IM ' • i ' Gil i�"i # kr* � * ' �•1 �. 46+ t' - w it 4 ..i .ab 4"64L. L -Io-* _wpoftwY�vi4, 54e+i ,{Yii-Pi .11•M'MMRK. tf _, ,., \• ise. ,...r. r�••"""'^`""` .r n.+».,�*'�`.. rhe' x, y 9 '2125 23 24 . 20 ' s •.�•-+i,. � 1 v k �� '{ it P, t N G`i �� d �; �' N 1 � � � 0 � � � �c R ., � rs' � '�X. w .�p . Yty 1 r N Y P Gr, w" WI I. J h yy I3 N N + ! { t <�'Np ,.•: -'.. � , �i « q 1 � x2 • q N G,11 ! 5 p qtr . ..:. 1} .,,,,,►••"I ' 'li r r r ' ":+ • N', N, N tll'r ] �. h,+�' , y �c'Cpd ZY" Z! 1° 7"SP.•11.. .r,s,i,e . y •r , oli s,: ROAD' Ja• E za /^-XISFrh kA ..r . p - ..,.,. ,. r...,,.:�._ af,:.�, �"".' �� G3"t:S a 1.,1. � i •oc'_"o&r"""'n"n� a7'� 55'v;' e c l n�. a c, � ��s.,.','�' t,� ri !`I•A1 ,4'k.N y,/ . _ a '� Aii'.:.k„ii _ _ wr 4� 7 1_ ` .:83 .ds,+H.ir.:r}• S t • S r ,1 j., .......�r.e.- sone vn:. ec ..�+,n..-.r.i- yr , rv.ue• V Ph Q�+ a ':K aiT•41'i.a w ; ki P tk vt _ n .� q M ?9• b' b7' W - 2+60} . .n kr5? b3 •14 rear 3 7 a , 8.r • ys _, �_,.� d7 20' SF=tk-` N W rtl� Nsa'a5ay'w N 8 4 N 111'4!.C.IAN hti/. ,:..«+..n „r •w,�`- q , r -:.5 �^i'i +1 •los! 'tr:b 9 ”".•'`. ` r1 ! Cis A (r :,l� 1 N p N N 7 N�q YD�i wjl �r 14" N3*1 AA �Vt ry y 5 } u c a N � i »4 '7.1 �' '12 Y N �13 f� M '7a �I '16 p �. 'aa �t�nk G 77oaor....-� _.. u • r o' 70 n r p p rr e�<ASa�'w� .k am l � N a a � � --�; rr' a4 � z'� •a tk��:� 1¢} (,y ; !� , a N�N • r � r.1 a •Aa r,•+r, � 8 v � ,� N � �' 2 ?? N N - ,.. z • f _ :I• Qa, f� �� g 1 N n { z n $ s,J 'i as �O o 1�oe r n .� z 9 aVL; i7 0 0 5 ' : ' Ny7.4Sb7'r/77 •ASre'7` ........N 1rA8'.3•k•'r^•J �. �nJ BI•A93"1•w � -` � L'�1 e - i _ 37'45'x7' nS7wSb N37'AS'}'1 rJ]2•wSS'1"V. -- y,. • .-17•x4 I'�a ao. :� 17R -k'{ i,,95i �~ N'31"dw`t("*Wh N !7•wa.er w �' � � 1 fn3 :wi Yw kJs��s 7w 9? �eaoa • h7 a� �,,: � _..,._ NDTa3"5�. C "77.7 r? ^7aaL. 70 a,7 kz ,Cr p 1'78Otl `' .. r7S It.B.CL... ""`1 T`r 'r': 5 PUC I p • �7$ ^25 N SlrASbl W�.k4E 41. rJ66 rQ N a� aS,',��'w pp a _ �✓�,s� r � ny tlD S',r.S+,", C �Ar I 13�1. I �j ,�t• 7 Ri qq tl A qQ.:., 9C;oCi '7p OC - S f k..`4 N S'7`A`.i k4 W t tf 0 %G 6. N W Np'JJ. W N W N Y770 PI '3l'dd't.'NI' "Ally - RP -As q -ce., . il�i1� 1 r1 lC�. N� 'l) /� '' N m �j J �f .r w. _•��n W W Yl yl R Put N � p.� pn 1 .,1 Et . .l.. O..r••IY 1, �9 H el gP J N / .� ,, •f g., Y * ,f ,UV a ti 3'1'AS^b7rw lUa 1.... _ d Sv q �� q ' 7 "", ♦ M i °1 N r 1 Y 'f tl Y V n 11 W, C '� Q r ioo2 3 z z I N R n v n N) rtht 1 0 m g4 g N 93 r 92 '� r Wll. p 90 'r r• r n '.N 2.. N. N... n; y N: �i u . Ii 21�7i4A•2a'n.1 ° �. .r z f a r t. 17s -rte". �: •, a +: .,x -,.....r. .....�.. .�.«, N Z 4i n„ ^n °' " �. fl 7 , «.n»...� N.,. 7S w„ .,,,,,•,,.-.._„'.� 2 r,,,«-wc+,:7$ ,'71 ... .�""'� D"' "`«.-...,:...n... �...+w„.. ,HTgi1C 1kNE 43 77,,,.,d +a•w 4 r,; 74:x7 Ab s, w 3471 A«a te. CORONADO ROAD 7i+ 600 14S QO .-•., a 0 iTk: Ls 71 f •S N ?A 7S` 87' R. r]GC1 A• Rr' / �C''1!6 op G,'' .. • ” 1 00 Z',k -'r G7 �-,�,.^r""' I.j ,A2' I't L'1^ 194 E3 Lr /l4 :21 N 3< og`ay W 142 i L NALrS2.�S w r. n . " . r ?�E""". 4 LS ..LJ 11'1'L7� • 41 1214 .:,.a..+.M.ae. 14. A... P •..3. , 1.31 .,..4 OS3N7,teUr.Aw.,+-s n.,•a.T«...7.R._ f WEE iiRC".'SO0Ar '+D.,. . c 7r . S, -";x, ` .".,.«) Al p�Q59 p r.,_."•"^�4�^°N�� 55 D tj n qS2 �' 54 zj r�i {Z 7 1N �Q<�H� 0 Xn n3aR. ..:.4: .9Ea ^7. ozi ..1 fkn�" Z Z •,p, tr I x 7 '7soo �soe:7 woo r J 9`1• Ab•1," C f.. a•.D1I0 '� 3'S -'fA 1B '14 1, 'ts i9 •7414 74 19 '74 ,9 '7410 hd 19 =id.k9 "!w il• r14 M! 'Iw 4•l •JCJ`47Q k° �.. 1i P(SERVE S1"A4 ^4 M A, y,, '�`� • 4�b" wl' t .1�2A.Zw: _ '' i,�a}� 0.:"„M,",r7 CUR�EMGA7AQr�."0�•�: �r.IM 1 R�4rF`ifa�ru 'jit4.�v"Its", rl r•.'ti" n µ,rr)rl n;. w..r ' � r' : i .t,.�,h� •_'. ., r r.}1s": '.n rl /' `•"ri it ifiis ,' r v i'