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HomeMy WebLinkAbout039-220-047K 034-zQ4 -- 039- z2® -o4 7 039-220-U47 02-1300 MCGUIRE", HERB & DENISE� ENVIRONMENTAL HEALTH CLEARANCE FIMPLE RD., DURHA'�TI-I & H CUSTOM BL. -j, -j -?4 ATE NSF W/GARAGE (3 BR) 7 - 039.2g20.047 6r 048. 02328 INALFI ' 'Q(JOUF1r4PLE RDiRE' HERB .,DURH E cY CONT: DIAMOND M FIRE FIRE SPR[NKLERS 039-220-047 03-2241 MCGUIRE, HERB 10,000 FIMPLE RD, UR-HAqNALFCONT: H & H CUSTOMADDITION TOBP#02-3282/ 5 . , 039-220-047 04-3052 MCGUIRE. HERB 10000 FIMPLE RD, DURHAN4 Cone POOL BUILDERS M (� NEW POOL MSTR01-516 f3�16.t { 039-220-047 ~- _— _._06-07`56 MCGUIRE, HERB t 1 ' 1 10000 FIMPLE RD, CHICO I 3 9 J -1�"�� ��EO"iR-(-CAS 'DRENCH O(L TO CovG2 ' Butte County Department of Development Services. ems' re aREA i 7 County Center Drive, Oroville, CA 95965 (530) 538-7601-.¢uttEcounty ne(idds °auNct I RES IDENTIAL APN: 039-220-047 .• 06-0756 + MCGUIRE, HERB - Owner. ! 10000 FIMPLE RD, CHICO Cont: SPG SOLAR Site Address: _ ^ - PHOTOVALTAVICSOLAR I Contractor. Type of Permit CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE 18 A _3 OF?' L')t4z 'qM-10AY-roti/ DATE JOB FINALE SIGNATURE: J ''� = OK o = Not MANUFACTURED HOMES �J PERMANENT FOUNDATION U SOFT -SET 1 Zoning -Setbacks -Easements ' 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIUC/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Dlrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LPQ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -00 to Grade 12 Gas and Electricity Tagged 13 Tie Downs Q Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers Pool Drawing MISCELLANEOUS 3ECKS•COVERS•CARPO RTS`GARA GES I Zoning -Setbacks -Easements 2 Ftgs-, Soils-Sz-0pihSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 6 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof, Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-DFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w1V-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcling Eqp-Pool Ightg Bokes-EnclsrsTnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide 41 = OK = Not OK NDERFLOOR RESIDENTIAL (Single & Duplex) 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage', Soils-Steel-Elec Grnd Ftg Opth_ 4 Ftg Porches/Decks; Soils -Steel Ftg Opth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped , 4 +20 • Uo OQ65• 8 Piers reel(Z X 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test S.l Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 Girders -Sills-Anchr Bolts Joists-Vnts-Cripples 15 Acc & Vntltn 16, Insulation e o� 4, DATE IFR A M I N G 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShing 25 Frplc Ties or Type A Flue-Frpic Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Cliannel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 lnsu ltn-W alis -Ceilings 39 Infiltration-Walls-Wndws s o'er m o'er o` DATE JELECTRICAL 40 Fxtr & Tmsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑CU or El AL AC Wire Sz sa ❑ CU or ❑ AL 48 Range Circ ga El CU or AL 'Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector ugit PLUMBING J 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub-Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping 0 DATE MECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic O'er c `mac DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sis & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clmc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-CimcCom Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Lottn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-DImc, to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous lnspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99. Fire Sprinkler 22 B22 BEAM LOADING DA TAI &Line* X. 3 061bag k 4 L un& SVW(r-V IanneP using design P ( ) MFMA, adcquatc lahzmg d age 11 for finther explanation), Actual yield point of cold xolled steel is 42,09Q psi. To datetmine conccntxatcd load ca;=4 at mid span, multiply uuifbrmad by 0.5 and covesponding deflection by 0.8.4FWhae determined by weld shear. (0r t007" I Sq - 'd'da=9I 1 'ON'4£0rse"erlIjWnand standard finish specifcatl°ns3NI19 Ud00D Wd55 E 9002 'E 'M 2610 (11610) 11610)12 2610 (11610) (.3S) (305) B22A 2610" (21610) ,002 (,05) 2610" (11610) 2610* (11610) B22X 5790* 2575 .001 (.02) 5790* 25755 5790• 5755022 2269 (10093) .031 (.79) 2269 (10093) 2269 (10093) 18 (457) B22A 2610• (11610) .007 (.18) 2610• (11610) 2610' (11610) B22X 57900 (2575 ,003 .07) 5790* (25755 5790• 5755B22 1702 (7571) .056 (1.42) 1702 (7571) 1702 (7571) 24 (609) B22A 26104 (11610) ,017 (.43) 2610* (11610) 2610• (1161.0) B22X 5790' 5755 .008 .20 57904 (25755 57900 25755B22 1361 (6054) .087 (2,21) 1361 (6054) 1294 (5756) 30 ('762) BZZA 2610* (11610) .033 (.84) 2610" (11610) 2610• (11610) B22X 5790' 25755 .017 .73 57904 75 5790* 5755B22 1135 (5049) ,126 (3,20) 1135 (5049) 899 (3999) 36 (914) B22A 2610' (11610) .057 (1.45) 2610* (11610) 2610* (11610) B22X 5790" (25755 ,029 73 5790' (25755) 5790* 575972 (4323) .172 (4,37) 972 (4323) 660 (2936) 42 (1067) B22A 2610" (11610) .091 (2.31) 26104 (11610) 26104 (11610) B22X 57901 25755 .046 1.1 5790" 575 5790* 2575B22 851 (3785) .224 (5.69) 758 (3372) 505 (2246) 48 (1219) B22A 2405 (10698) .125 (3.17) 2405 (I0698) 2405 (10698) B22X 5790"' 5755 .068 1,73 5790• 575 5790* 755B22 756 (3363) .284 (7.21) 599 (2664) 399 .(1775) 54 (1371) B22,A, 2138 (9510) .158 (4,01) 2138 (9510) 2024 •,(9003) B22X 57904 (25755 .097 2.46 5790* 755) 5790• 2575B22 681 (3029) .351 (8,91) 485 (2157) 323 (1437) 60 (1524) B22A 1924 (8558) .195 (4,95) 1924 (8558) 1640 (7295) B22X 5645 25110 .130 3.3 5645 (25110) 5645 25110B2Z 619 (2753) .424 (10.77) 401 (1784) 267 (1187) 66 (1676) B22A 1749 (7780) .236 (5,99) 1749 (7780) 1335 (6027) B22X 5132 2828 .158 4,01 5132 (22828 5132: 26B22 567 (2522) ,505 (12,83) 337 (1499) 2251 (1001) 72 (1829) B22A 1603 (7130) ,281 (7.14) 1603 (7130) 1139' (5066) B22X 4704 20924 .188 4,7 4704 (20924 4704 20924B22 524 (2331) .593 (15,06) 287 (1276) 191 (849) 78 (1981) B22A 1480 (6583) .330 (8.38) 1455 (6472) 970 (4315) B22X 4342 9314) .220 (5.59 4342 19314 4270 (1899B22 (2162) ,687 (17A5) 8 (1103) 16584 (2133) BZZA 1374 (6112) .383 (9.73) 1255 (5582) 837 (3723) B22X 4032 17935 .255 6.4 4032 17935 3682 ( 6378B22 454 (2019) .769 (20,04) 216 (961) 144 (640) 90 (2286) $22A 1283 (5707) .440 (11,17) 1093 (486?) 729 (3243) B22X 3763 (1673 .293 7.44 3763 .1673 3207 1426B22 425 (1890) .898 (22.81) 190 (845) 126 (560) 96 _(2438) B22A 1202 (5347) . .300 (12.70) 961 (4275) 640 (2847) B22X 3528 15693 .334 8.48 3528 15693 2819 12539B22 400 (1719) 1.013 (25.73) 168 (747) 112 (498) 102 (2591) B22A 1132 (5035) .565 (14.35) 851 (3795) 567 (2522) B= 3320 14768 .377 96 3320 (14768) 2497 11107) );22 378 (1681) 1,136 (28,85) 150 (667) 100 (445) 108 (2743) B22A 1069 (4755) .633 (16.08) 759 (3376) 506 (2251) B22X 3136 (13949 .422 10.72 3136 (13949) 2227 9906)B22 358 (1592) 1.266 (32.15) 134 (596) 90 (400) 114 (2895) B22A 1013 (4506) .706 (17.93) 681 (3029) 454 (2019) B22X 2971 1321 ,471 11.9 2971 1321 1999 8892 - B22 340 (1512) 1,403 (35.63) 121 (538) 81 (360) 120 (3048) �B22AA 962 (4279) ,782 (19.86) 615 (2735) 410 (1824) B22X 2822' (12553) ,521 (13.23) 2706 (12037) 1804 (8024) on eim 1e beam condition an allowable des' 8tte8a of 25 000 5i 172 MPa in accordance with with al bracing ece IanneP using design P ( ) MFMA, adcquatc lahzmg d age 11 for finther explanation), Actual yield point of cold xolled steel is 42,09Q psi. To datetmine conccntxatcd load ca;=4 at mid span, multiply uuifbrmad by 0.5 and covesponding deflection by 0.8.4FWhae determined by weld shear. (0r t007" I Sq - 'd'da=9I 1 'ON'4£0rse"erlIjWnand standard finish specifcatl°ns3NI19 Ud00D Wd55 E 9002 'E 'M BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 638-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060756 B. C. Building Permit 01-16.04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 04/14/2006 APN: 039-220-047-000 the Business and Professions Code, and my license is in full force and effect. Class:•Z - (—"t0 License Number: � ?0 e% .o License Site Address: 10000 FIMPLE RD CHI Dale:t. I 0 Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Description: GROUND MOUNT PHOTOVOLTAIC SYSTEM Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner:.MCGUIRE DENISE A & HERBERT W to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 10000 FIMPLE RD 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she Is exempt therefrom and.the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the 95928-8224 applicant to a civil penally of not more than rive hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: SUN POWER & GEOTHERMAL ENERGY such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 863 EAST SAN FRANCISCO BLVD sale.). SUITE A 94901 ❑ 1, as owner of the property, am exclusively contracting with 530-533-5988 licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: SUN POWER &GEOTHERMAL ENERGY ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: Owner: 863 EAST SAN FRANCISCO BLVD SUITE A 94901 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penally of perjury one of the following declarations: 530-533-5988 ❑ 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 License #: 759086 is issued. AI have and will maintain workers' compensation insurance• as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation Architect: insurance carrier and policy number are: rier. �%l/�T l�/vvvfl Car� Engineer: lq 2 / /(VZS- CQ t v Policy #: ❑ 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 Total Square Ft: 0 S. F. q .become subject to the workers' compensation laws of California, V Valuation: $0.00 /� and agree that if I should become subject to the workers' Census Code: l/ / compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ,� o I Applicant: i ure to secure workers' compensation coverage e Is p 9 unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation• damages as provided for in Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This per Is he �s ued u er the a licable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this permit Is issued (Sec 3097 Civ.) Resolu ' ns t o ork Indic t d abov or which fees have been paid. j! y performance By: Date: Name: PERMIT EXPIRES ON: Address: (Date) t ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any o icial_focin or do enl of tte County. I hereby authorize repr¢sentatives ofI Butte County to enter upon the above mentioned property for inspection purposes. jl Print Name:`" Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner CAgent for Contractor B. C. Building Permit 01-16.04 pg 1 isgM q3 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND. SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: wwv✓.buttecounty.net/dds "*PLEASE PRINT CLEARLY"' OWNER INFORMATION Last Name Name First Name 6 (c an City c R� Address 004 rv0 Lff City I State Zip 5cr ZS Phone 3�5 _ !I Lic?�go$ Fax*, E-mail Fax CONTRACTOR Name JP� Name Address '2 L 6 (c an City City State _ �-9► Zip ��� Phone Fax E-mail Email Lic?�go$ Class C`k) A10 APPLICANT INFORMATION ARCHITECT/ENGINEER Name G Address \ City �'�� State Zip Phone • T� Fax ' Email d State License Number A10 APPLICANT INFORMATION Name -2 G Cross Street Address ' I o• Occ. CityState Subdivision Name Map • T� Qo / _ 0(20V/11(_ Lot # d Phone Fax n7of E-mail For 06e use only: Zoning -2 Flood Zone Cross Street SRA Yes I o• Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Dale Approved: PERMIT NO. BP BIN t# PROJECT LOCATION AP# vas- 2-z.0ar_ Property Address aco Jm bo 20 City Ctibdc a . Cross Street WORKER'S COMPENSATION - Policy Number la 2 S S Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: A Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS P Pepe 1 of 7 Received by: � e, Receipt #� (� p�, && * Date: � _+ OG Amount: 1(12 .,q I Bldg SRA Sheriff SMIP Other JP2 •�"7 Total RFV R -17-n5 R SUBMITTAL & PERMIT REQUIREMENTS . The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes[ ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form . ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. _ ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. . If you have questions or would like additional information regarding this process," please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 y •,,w:� Y•,.;�^:� . tii�.. _...^�-. r V n.. �.• ��.: 'S'.w Vis. �.:i+.t;, �.-{`,w„ erc:^a'•f,l"'.- .•-�' r 4+� 'h'rv3:,i..:,:..k' _ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: t" I _ (JuI ie ASSESSOR PARCEL NUMBER `J -)q Lb ` Proposed Building Use: 6r0Q OtJ4 WOr SVSkrn Permit Technician: Date: - -0 C� litignis required in orde to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Vj 1. Site plans 3 or 4 sets, signed by the preparer of the plans. 2. Complete plan , 3 r 4 sets, signed by the preparer of the plans. - mQnorht1' (P6 *Ciciro-H005 find dp ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer, ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ *rosion Control Plan Required .............................................. 1!Fees as shown on the attached Schedule of Fees Due Sheet.........i........o.'ll. .... ❑ 0. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. jo 22. California Department of Forestry plan approval ❑paid. Sent by: 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ..........4*6L ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization..........................................................•......... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone (;5_60) S35-Z59Vb ibnfat6 and hold for pickup. I have been informeA of the above ite s -and -m irements for obtaining a building permit. Applicant: f Date: /-/4/ //) 6, 1. Index permit a _plicate der-tF�� a ove items numbered:--( ! Plan Check Letter ms w4uneu 000- 44 ontractor igner, owner, was advised of the above data by phone, ❑mail, ❑counter, by Date: y_�%t� Con c or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: a t Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division - K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 4 TO: FROM: Building- Division _ Development Services Environmental Health Plot Plan Attached Y Floor Plan Attedied Sent to BDIDS I 3 3- <-Q '' y fa --Oro SUBJECT: Sanitation Clearance Owner V Location OrAP# Plan Approved for: Sewage Disposal: 7 C' Water Supply: Public Private Well Clearance for dwelling. Other L �J Hold final for: Final clearance O.K. for: NOTE: Em ronmental Health Specialist Building Clearance 9/2005 -o'7-06 Date Butte CourityDepartment of-Developjyie,2t Scl-races 7 County Center Drive7. Oroville, CA 95965 ° _.. ° (530) 538-7601 Telephone (530) 538-7785 Facsimile coUH� BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: a I need to submit applications for- septic and/or well to Butte County Environmental Health immediately. 0 I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for* disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division•will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other..entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created., adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning,requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). p� Please print: '/ Applicant Name: APN: d z 9 - ??-o - 6 �1 7 Building site addr s: ,boon �'1 ��L� �Zy C�{ tco Permit No.: 07 s� I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the aabove-rbuilding permit application and my signature below: SIGN T U RE 0 APPLICANT DATE c SITE PLAN REVIEW APPLICATION Date: 1�.0 AP# 3 i �Za -oY 7 Permit Number (if applicable) ®`�� 3 O�d2 APPLICANT INFORMATION a, Owners Name: Owners Address: Parcel Size: A C� Telephone No.: , ` 2V ",�_711 " Situs Address: a -- Proposed Use: Residential ❑ New Single Family Residential. ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home IN Residential Accessory ❑ Permanent Second Dwelling . ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date la O Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) 1�j a2� ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: JC • Flood Panel No.: Oo?G057SG Index Date: Q� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: —07-6 6P -OCG Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front � i Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 • � t Applicable Development Fees: Standard Fees Amount Formula ❑ Fire, ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other - --------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender 0 Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. - Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel, '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------ Page 3 of 5 F1 Subdivision Map/Parcel Map: Map Date of Recording: 7// .Z Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: /-�-3 Page: Z Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑7 Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa U Page 4of5 V k x Summary of Specific Requirements: This information provided in this summary is based on the -application information and on the best available data at the time of review. C:UmryslBuilding Permit Site Plan Reviewl.doc' Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 22, 2004 Herb McGuire : 10000 Fimple Road Durham, CA 95938 Subject: APN — 039-220-047 Dear Mr. McGuire, The Butte County Department of Development Services,. Planning Department, has reviewed the submitted Building Permit Application 04-3052, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit 'Application has now been forwarded to the Building Division for their consideration and action. Attached, please find a copy of any use permits, -or map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sin ely, ana Adler Assistant Planner MARIE M. S,TYB-.T" ACKNOWLEDGEMENT (INOIVIDUAL)' ON THIS,&Id-DAY OR I11IL4, 199 , BEFORE ME, THE UNDERSIGNED, At - NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED MARIE M. WELLS, PERSONALLY KNOWN TO ME OR PROVED TO ME ON THE BASIS OF 'SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE_ •SAME.. ,/ �[i/�OC ..L _f1/A.JiJ CQYnI t-.gIY� PTO A Y 'UBLIC MY COMMISSION EXPIRES: /0..30- f,2_ RECORDER'S CERTIFICATE FILED IN THE OFFICE OF THE RECORDER OF THE'COUNTY OF BUTTE, STATE OF CALIFORNIA, AT4Vol M.. ON THE7ry DAY OF"&Af.9 , 199 , IN BOOK /L 3 OF MAPS, AT PAGES 7f, 7S AND_L , AT THE REQUEST OF A & Q INEERING. ENG SERIAL No. 9/-32340 t CANDACE J. GRUBBS BUTTE COUNTY RECORDER BY: I _.._..._.. .. DEPUTY-.. .. _.. ... _. _. ._ ...... ....... _..... . ENGINEER'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND WAS COMPILED FROM RECORD DATA AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE RE- QUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF MARIE M. WELLS. I HEREBY THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP AND THAT ALL MONUMENTS ARE OF THE CHARACTER AND WILL BE SET IN THE POSITIONS INDICATED ON OR BEFORE AUGUST 1, 1991, AND WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. ' QppIESE/Oryli Qom° p, L Res q. MARK E. RISSO R.C.E. 24016 REGISTRATION EXPIRES 12/31/93 7a 2a01s a '�. CIYR tJ '� Gt111� I PARCEL MAP FOR MARIE M. WELLS A PORTION OF TRACT 6,9,10 AND 11 OF TOWNSHIP 21 NORTH, RANGE 1 EAST, M.D.B. & M., LYING WITHIN SECTIONS 13, 14, 23 AND 24 OF SAID TOWNSHIP AND - RANGE. BUTTE COUNTY, CALIFORNIA. A & Q ENGINEERING CIVIL ENGINEERS 1280 E. 9th St. SUITE C CHICO. G 99928 (916) 893-0931 SHEET 1 OF 3 AP 1 39-22-39/39-23-10 JOB / 619NOTES 'OWNER'S STATEMENT COUNTY SURVEYOR'S STATEMENT I, MARIE Al. WELLS, TRUSTEE OF THE MARIE M. WELLS FAMILY TRUST, U/D/T, DATED SEPT 27, 1990, UNDER DEED RECORDED UNDER - THIS MAP CONFORMS WITH THE. REQUIREMENTS OF THE SUBDIVISION MAP BUTTE COUNTY RECORDERS SERIAL No. 90-42222, DO HEREBY STATE ACT AND LOCAL ORDINANCE. - THAT I THE ONLY PERSON WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO LAND AS SHOWN ON THE ANNEXED MAP AND THAT + , (CONSENT TO THE PREPARATION AND RECORDATION OF. THE SAID MAP. (O DATED �/�/9� WILLIAM CHEFF .0 .E. 14225 BUTTE COUNTY SURVEYOR REGISTRATION EXPIRES 3/31/93 MARIE M. S,TYB-.T" ACKNOWLEDGEMENT (INOIVIDUAL)' ON THIS,&Id-DAY OR I11IL4, 199 , BEFORE ME, THE UNDERSIGNED, At - NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED MARIE M. WELLS, PERSONALLY KNOWN TO ME OR PROVED TO ME ON THE BASIS OF 'SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE_ •SAME.. ,/ �[i/�OC ..L _f1/A.JiJ CQYnI t-.gIY� PTO A Y 'UBLIC MY COMMISSION EXPIRES: /0..30- f,2_ RECORDER'S CERTIFICATE FILED IN THE OFFICE OF THE RECORDER OF THE'COUNTY OF BUTTE, STATE OF CALIFORNIA, AT4Vol M.. ON THE7ry DAY OF"&Af.9 , 199 , IN BOOK /L 3 OF MAPS, AT PAGES 7f, 7S AND_L , AT THE REQUEST OF A & Q INEERING. ENG SERIAL No. 9/-32340 t CANDACE J. GRUBBS BUTTE COUNTY RECORDER BY: I _.._..._.. .. DEPUTY-.. .. _.. ... _. _. ._ ...... ....... _..... . ENGINEER'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND WAS COMPILED FROM RECORD DATA AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE RE- QUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF MARIE M. WELLS. I HEREBY THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP AND THAT ALL MONUMENTS ARE OF THE CHARACTER AND WILL BE SET IN THE POSITIONS INDICATED ON OR BEFORE AUGUST 1, 1991, AND WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. ' QppIESE/Oryli Qom° p, L Res q. MARK E. RISSO R.C.E. 24016 REGISTRATION EXPIRES 12/31/93 7a 2a01s a '�. CIYR tJ '� Gt111� I PARCEL MAP FOR MARIE M. WELLS A PORTION OF TRACT 6,9,10 AND 11 OF TOWNSHIP 21 NORTH, RANGE 1 EAST, M.D.B. & M., LYING WITHIN SECTIONS 13, 14, 23 AND 24 OF SAID TOWNSHIP AND - RANGE. BUTTE COUNTY, CALIFORNIA. A & Q ENGINEERING CIVIL ENGINEERS 1280 E. 9th St. SUITE C CHICO. G 99928 (916) 893-0931 SHEET 1 OF 3 AP 1 39-22-39/39-23-10 JOB / 619NOTES IELW' ROAD'NAY EASEMENT FOUND OPE" IP BOOK 1281, PAGE 15 ACCEPTED AS CORNER (RI) ' SCALE: 1'200' 1F 4 � y �\ '�- 2 EXACT ROUTE OR LOCATION OF EASEMENT FOR • 4 / UKDERGRWND CONDUT,. PIPES. ETC. IS NOT DEFINED OF RECORD. BK 2496• PAGE 499 O.R. a PCL 3 �'l / 4• _ SK 71, PCL MAPS, PAGE 94 LQ'/ 4•' j11 'B S /) , `' y � tee, rb • / PARCEL 1 �\ \ 2s.44 AC. / \ ACCEPTED ANGLE PONT // i �/ •I / / .�• • FIMPLE RD. (R1) / FOUND OPEN IP / FD 3/4 IP — — / RCE 44203 ?JI PARCEL 2 ACCEPTED AS CORNER (R3) 21 47 AC. S 45' 06' 3e' E (M) 71.43' (Ri) -- — — S 44' 49' 44•E •(R1) \ - - 80' EASEMENT FOR INGRESS. EGRESS, CALCULATED POINTP TE + \�? T RE 23 24 SAYED N DEEDS. PUTIES TO BE FlMPLE RD.%\s / PARCEL 3 \ 21.40 AC. ti d REFERENCES ((RI) 6K 71 N.. PAGE 94 (MCCAIN) 07 (R23 BK 29 M. PACE 1 30STRIP R.O.W. cRS SR Na 90-4222R.O.R. CEEOED TO BUTTE SR 1a91-3R1d8 / (1.15 AC) \ N 45' 18' D0- W (R2) IOW.W (R2) J \ N 44' 56' 29- W (M) 1024.12' (M) FD 3/e aP BASIS OF BEARINGS \ \ TIHE SOUTHEASTERLY UNE OF PARCEL 3 AS SHOWN ON THAT \ FU 3/4• IN CONC. LS 2611 (R2) CERTAIN PARCEL MAP IN BOOK 71 OF PARCEL MAPS AT PAGE \ 94, BETYIA:EN FOUND MONUMENTS AND TAKEN AS 544' 26' 43• W. V \ \ N 43' 18' W- W (R2) 870.14' (R2) /(�N 14' 56' 29' W (M) 818.15' (M) \ \ FD 3/4• IN CONC. LS 2611 (R2) �..t 8 X 4�y l RE LOCATION MAP NO SCALE LEGEND • — TO MONUMENT AS NOTED O — SET 3/C IP RCE 24016 0 — CALCULATED POINT PARCEL MAP FOR MARIE M. WELLS. A PORTION OF TRACT NO. 8.9.tO AND 11 OF TOWNSHIP 21 NORTH. RANGE 1 EAST, M.D.B. A: M., LYING WITHIN SECTIONS 13. 14.23, AND24 OF SAID TOWNSHIP AND RANGE. BUTTE COUNTY, CAUFORMA A & _Q ENGINEERING CIVIL ENGINEERS 1290 E. Stn ST. SURE C CHICO. CA 95928 (916) 893-0631 SHEET 2 OF 3 AP 4 39-22-35 JOB A 6 • A • � - IIIII� .. ,. y X A n SCAM I'-2DO` CPARCEL 1 .P LOCATION MAP NO SCALE t SRE LEGEND / •� / / -----0 BOUNDNT LINE LFSBA LEACH ROD SETBACK AREA 1F / AC WE11 \ SO' BUILDING SETBACK UNE \ R I. / 80' EASEMENT FOR INGRESS EGRESS CALCUIUTED POINT \ \ / PARCEL 2 LFSaA PUBLIC a PRIVATE UTILITIES PARCEL 3 / / j L— ec BURDac SETBACKLINE CL FlMPLE RD!DOMESTIC \ // \ \ \ WELL \ \\ LRF1S00 \ \ ALTERNATE MAP SHEET FOR r / MARIE M. WELiS \ A PORTION of TRACT Ha Arra T, FIRE SUPPRESSION NOTE /j RANGE Of 2f NORiN, RANGE 1 EAST. \ u..8. 6 M., LYING IYITNa SECnCi4 13. D.B.6SM.- AND SATO TMb SYSTEMS SMALL BE INSTALLED PRD W ALL NEW AUTOMATIC FIRE STRUCTURES IN ACCORDANCE NATIONAL PROTECTION AS- RESIDENTIAL a ACCORDANCE N TH ME \ RANGE. BUTTE COUNTY. CALIFORNIAALIFOR RANG TE O STANDARD FOR SPRINKLER TE FAMILYSOCIAIMD STANDARD FOR THE HOMES, N ON Q SPRINKLER SYSTEMS a ONE AND TWO INSTAL DWELLINGS AND 40BILE HOLIES, NFOR STANDARD 130. THE PURPOSE THE R INSTALLATION SPRINKLER SYSTEMS TI FOR llS. SAFETY AND PROPERTY REDUCE \ \ I T THIS INSTALLATION PROTECTION a THE RUC T of RESIDENTIALPROTECTION TION ERI INSTALLATION NST THE DEMAND FORTAL STRUCTURAL FIRE PROTECTION $ERNQ$ a THOSE INSTANCES WHERE \ \ ' THEY ARE asraum. FIRE DEPARTMENT FEE NOTE \ \ PAYMENT OF A WATER • \ A & Q ENGINEERING A LOT DEVELOPMENT FEE FOR PARCELS 1 k 3 MAY REWIRE TENDER FEE TO THE BUTTE COUNT' FIRE DEPARTMENT. _ CIVIL ENGINEERS 1280 E 01A ST. SURE C C ICO, G 03028 (018) 893-0631 SHEET 3 OF 3 AP 1 30-22-35 .LOB IF 610FM2 y.. • f NOTES RESIDENTIAL PERMIT NO. _ 039-220-047_ F04-3052 MCGUIRE, HERB ' 10000 FIMPLE RD, DURHAM' + Cont: POOL BUILDERS I NEW POOL NISTR01-516/ V 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ., FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FIN. Sign CHECKED BY f' 'e r �1 T 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ., FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FIN. Sign CHECKED BY r P M 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ., FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FIN. Sign CHECKED BY J=OK 0 = Not OK . = No Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements lw�eUxfcks-Easements 2. Soils; Special MH Support Sketch oils' ompaction-Structure Stability 3. Sewer; Location -Test -Fall -C/O -Concrete 4. 4. Water; Location -Test -Easement Needed (Sketch) Ele of Lighting; 15 Volts-GFI 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 7. Well Clearance & Disconnect 10. 8. Utility Clearance i Niche 1 nclosure; Fen g -Alarms Date ./D•- lj Card 13-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval • 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test - 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date POOL lans) OK except #'s lw�eUxfcks-Easements 2.7 oils' ompaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Re9ppitacles and Lighting, Distance-GFI 5. Ele of Lighting; 15 Volts-GFI Enclosures; Conduit Entries -Terminals -Listed lec.•,Bonding; Metal w/5' -Circulating Equip. -Heater 8 ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health partment Approval 10. PI , Cir. Test -Water Supply Test i Niche 1 nclosure; Fen g -Alarms Date ./D•- lj Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 .- -A lei AVA* J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 59. Card B-1 Date Card B-1 Date 60. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Brace Interior/Exterior Wall Panels 24. Fixture & Transformer Clearance -Ins. Protection Insulation -Walls -Ceilings 25. Elec. Receptacles Spacing -Lights & Switches at Doors Infiltration -Walls -Windows 26. Size Boxes & No. of Conductors Stapled Card B-1 Date Card B-1 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 71. Fireplace or Stove, Clearance -Hearth Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s " Elec. Outlets & Receptacles at Kit. Counter 36. A.C. Ducts Insulation & Support Garage Fire Door; Swing -Landing -Closure 37. Vent Fan, Exhaust above insulation A.C. Duct in Garage -Damper 38. Condensate Drain & Overflow, Size & Grade Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Plb.; Elec. & Mech. Equip. Listed for Location 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 41. Sills Proper Materials & Anchors Clearance Looked under Floor O Yes 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) - 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) r 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP043052 LICENSED CONTRACTORS 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 Issued Date: APN: 039-220-047-000 the Business and Professions Code, and my license is in full force and effect. License Class: L- 3 Lice Number:. 4 3 qR Site Address: 10000 FIMPLE RD CHI Date: - S d Contractor:. 00 4� / eG-S Map Index: Description: POOL MASTER 01-516 (755) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MCGUIRE DENISE A &HERBERT W permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 10000 PIMPLE RD the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95928-8224 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MCGUIRE DENISE A 8r HERBERT W owner of property who builds or improves thereon, and who does PP such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: POOL BUILDERS ❑ I am Exempt under Article 3 of the Business and Professions Code 1351 MANGROVE AVENUE Date: Owner: CHICO, CA 95926 530-899-8988 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: SKIMMERCH@AOL.COM I have and will maintain a certificate of consent to self -insure for License #: 833994 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 Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: I— Carrier: TA f= �J,0 0 Total Square Ft: 0 S. F. "7�o Policy #: /) 3- 00 I ZO to O ❑ 1 certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall % forthwith comply with those provisions. — o, — Date.7 Applicant: � 0 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. / / GQ v C) `- - - CONSTRUCTION LENDING AGENCY This permit is hereby issue under the ap Iicable provisions of the Butte County Coda anrVnr I hereby affirm that there is a construction lending agency for the Resoluti2s)o do work indi t abov r w h fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 7� ) Name: BY' Date: 6L l W Address: PERMIT EXPIRES ON: Da ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. ` I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an official form or ocument of Butte County. I hereby authorize representat v of Butte County to enter upon the abov mentioned property for inspection purpose a L Print Name: 1 Ob-30 1 L -ID A± s Signature: VC L Date: — 0C( 0 Owner Contractor ❑ Agent for Owner MTAgent for Contractor ;i� r.i,:�4r.rr<::.w'r.' •a,4}: -. . a >P, F _ _ ,-.,, . _ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County enter Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 MG G PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use:_i5 Counter Technician: Date: / Q Items required in order to apply fora' permit. All boxes MUST be checked OR marked NA in orde apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets.of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs u ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner n! ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ O 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ , , 23. California Depar'tment of Forestry plan approval ❑ paid. Sent by: ............. a 24. Planning approval (A) Use: -C)&_(B)Parking: (C) Parcel Check: o lz K ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: , ❑ 39. Other: _ When issued Telephone and hold for pickup. I have been inAlication the above •terns and requirements for obtaining a building permit. Applicant: Date: b ( UL( 1. Index permit r the abov ems numbered: ' Plan Check Letter 2. Additional items required ontracto designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by-V'Date:451 Contractor, designer, owner as dvised of the above ata by P phone, ❑ mail, ❑ counte , by Date: Plans reviewed by: Date: Ua ' Plans approved by: =Date: 10 " e& Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.Ki USE ONLY Piot Plan Attechad Roar Plan Attechad . •� Sent to S.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓" Water Supply: Public Private Well `— Clearance for dwelling. Other Hold final for: Final clearance O.K. `for: NOTE: En ironmental Health Specialist Date 8/96 �owTTF0 . O ' O O o < O O �t1C Woa�` Department of Public Works Co.unty''of Butte J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: �Alk Project Location and/or Parcel Number: vo By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or- other permits or other sanctions provided by law: Signed: Title: Date: 0 Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 'i� 64elk,",Z,�W-r �= 03 1039-220-047 048 02-3282• 1vMCGUIRE, HERB & DENISE FIIVIPLE RD.; DURHAM �CONT: DIAMOND M FIRE . FIRE SPRINKLERS - NSF I,fi_Y (Rev„1.2/96) ¢LI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California -+95965 • Telephone (530) 538-7541 PERI o. APPLICATION AND PERMIT�7- ASSESSOR PARCEL NUMBER 039-220-047 & 048 1 ZONING BUILDING PERMIT OWNER MCGUIRE HERB & DENISE 1345— TELEPHONE 5711 SO. FT. OCC. BUILDING VALUATION 6652 1.60 10,643.00 OWNER'S MAILING ADDRESS 819 WESTGATE C 95928 CONTRACTOR'S NAME TELEPHONE DIAMOND M FIRE PROTECTION1824-3456 CONTRACTORS MAILING ADDRESS 2400 CATTLECORNING, CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ln fi43. W ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 81, BUILDINGIbDRESS FIMPLE RD.,DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ 227. qO LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Trap 7.00 USEOFSTRUCTUREEach 1 SF ❑ 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS — NSF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home °~ ISI G1 W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby, affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, W,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 WEA TO 46.00 NEW CONST. DWELLINGOCCUP. U OR ADDNS. ( & ACC. BLD SsSO " LNpµq °SID. MUL 11 CIRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR . Ex. OCCU `mFIXTURES °er OR FIXTURESFUCED BAL APPLNS. OR EX. Occup.ounETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as 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 _ �' Date % G __ Z/,& Signature of Applicant - nf Owner ❑ Contractor ❑ Agdht An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structurs over 3 stories in height. p 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 $ 227.90 HAZ. D. FEES IMP FLooO COF PARCEL PD HD ISSUE L� 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 x�,- IJ' %') Date PERMIT EXPIRES ON Dere' rReceiptNo. 364679227.913 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, California95965 • Telephone (530) 538-7541Z - ` PE�_RMU aO• (Rev.12/e6) APPLICATION AND PERMIT `2��-' ASSESSOR PARCEL NUMBER 039-220-047 & 048 1 ZONING BUILDING PERMIT OWNER MCGUIRE HERB DE TEUFPHCNE - SO. FT. OCC. BUILDING VALUATION 6692 1.60 10,643.00 . OWNERS MAILING ADDRESS 819 WESTG CONTRACTOR'S NAME DIAMOND M FIRE PROTECTION TELEPHONE CONTRACTORS MAILING ADDRESS 2400 CATTLE DR., CORNING, CA 96091 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $10-641. 0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.0 ARCHITECT OR ENGIN 5 MAILING ADDRESS ® Q Plan Checking Fee $ Pl -go BUILDING DRESS FIM Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS - NSF Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WF__ @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.".A OR tESS 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.b License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively coniracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 46.00 NEW CONST. DWE111NG OCCUP. CCU OR ADDNS. ( a ACC. sL0.. SO 3.5¢FT: NEW MULTI -OUTLET CIRCUITS N014 @7.50 SINGLE OUTLET POWER APPARATUS CIR. Ex. Occup.ouTLETORFaTUREs 20Q1�0° BAL @ ,50 Ex. Occup. GFlxL,rE�TSRa ) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith compI with those provisions. ,,7 X Date /I 46 oz Sin ure of Applicant - Owner ❑ Contractor ❑ Ag nt An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 227.90 HAZ. D. FEES IMP 1 FLOODCDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above for which fees have been paid. �y / (] y tel/ Date! D� PERMIT EXPIRES ON - Dete Receipt No. 364479 $227.90 WHITE-D.D.S.-B.D. ' CANARY -ASSESSOR , PINK -INSPECTOR GOLDENROD -APPLICANT • }^ut` :`1�.r:`'M rc .�fi'1^�i Y ' �,.t• `.� :. .�. ,�.. .... L 047 03-2241E, HERBIVIPLE RD, DURHAM & H CUSTOMN TO BP#02-3282 y t f . V� CPr s !ti COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75.413 ^a PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT C� — ASSESSOR PARCEL NUMBER 039-220-047 ZONING A-20 BUILDING PERMIT OWNER MCGUIRE HERB & DENISE TELEPHONE 345-5711 SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 19 V ESTGATE CT. CHICO CA 95928 CONTRACTORS H & H CUSTOM BUILDING TELEPHONE 846-0874 CONTRACTORS MAIUNG ADDRESS GRTDLEY, CA 95948 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 01 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION In B :0 —3 82 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home JF[7G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 600V OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9(commencing on with Section 7000) on Business anProfessions Code, of Division 3 of the d and my license IS In I force and effect. License Class Lic. No. -2 ¢� f OWNER -BUILDER DECLARATIONEx. I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. OR ADDNS. s Acc. BLDs. SO 3.5¢x. NEW CONST. MULTI -OUTLET NON•RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Occup. ovnEroRFocruREs ani@'; 0 00 LNS Ex. Occup. ounFrs AEsID.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I he ,rpK affirm under penalty of perjury one of the following declarations: off I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compo sation insuce cpffierand licy number are: Carrier % �E� ^ Policy Number 7 �—d (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply with those p ovisions. X Date Signature of Applicant - IJ dwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation4.50 PERMIT FET: S sn Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 101.50 2. D FEES IMP FLOOD CDF pARc0. pp HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated abovefor whic fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work b n paid. Date 2 Date Receipt No. 7TERY 3337N,57 WHITE-D.D.S.-B.D. CANARY -AS SO PINK -INSPECTOR GOLDENROD -APPLICANT I /To: � LARRY-PA!NTER EHS Frei: CHICO ENV. HEALTH // ❑ APPROVED CONDITIONALLY APPROVED PERMIT CLEARANCE ermit Y: Genera/InfV,rmation 0 ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Date: 0� ^� AP#: �Q 'O T iswne Name: CV�k I..) U It �1 Parcel Acreage: Address: Qir Y6 — QM Building Site Address: Property Informab%on Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home jj�L SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel JFSeptic JW,,Well ❑ Other Zone District: General Plan: Use Permit: Parcel Is In: Date of Zoning Ordinance: Development Agreement: Variance: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan CK No ❑ Yes Violation Area Sj No ❑ Yes Specific Plan &No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone JE No ❑ Yes, check use ® No E] yes fj x l Floodplain Zone: Watershed Protection Zone R No ❑ Yes Proposed Use Complies With: General Plan ® Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ❑ Cohasset Panel Number: Q 5 ❑ Accessory Building Use Zoning Code Street & Hlahwa FIM n Subdbdsion M Front�n� C Side L1; Side street Rear (� J Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes' 10 Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). t. ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: --"t r 6 S1P21-x) 1cLsrz < MGQ Q I Qee >, PNJ LiQTo Q �-OiIEYZ- " N E� ' �/ - - - -- �lWL 039-220-047 ,, 02-1300 PERMIT NO.— M G IRE, HERB & DENISE _ a FIMPLE RD., DURHAM CONT: 1-1 & 1-1 CUSTOM BLDG. NSF W/GARAGE (3 BR) r OV - V, , rd na­ fu�t OIL t p& f: I r -?'o- 5(`� / oa�3a�� 03 SPECIAL CONDITIONS CHECKED BY -- SRA LOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.`'' OZ 328 Z. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STA DARD HOUSINGIETTER j 4old -fit' �'or -�►, p o✓a.Q o� _1�&V h�O��Frrc�F1�CE�CjO�yPYY�,,g, ■ Address � Uw" GAniX Mety_ Date E t C ^ 4.31 JOB By By •- Da Z —+ JOB FINALED (Date) ISignature J ='OK ' . 0 = Not OK = Not Applicable =Not Ready - MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except N's 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Soils; Special MH Support Sketch 9. 3. Sewer; Location -Test -Fall -C/O -Concrete 10. 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location-Clearances-Grnd-/ •`/Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date Setbacks- Easements Card B-1 Date Card B-1 - Date Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements �r 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances ° 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 �4 L - 11 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except tt's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors- Studs- Rftrs-Trusses ' i 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Ste ps- Doors- Landings 12. Braced Wall Panels f Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks- Easements 2. Soils; Compaction -Structure Stability a 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR �r 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 L ht 9 Boxes -Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /= OK 0 = Not OK = Not Applicable =Not Ready RESIDENTIAL (� Date hderf1oor (Plans) OK except #'s Zoni etbacks- Ease ments-Flood -Slope g. ain; Soils-Elec. Grnd.-/ <Z/" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-// X /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ / Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts- Wrapped H owns and Special Anchors 17,1 SI teel-Wrapped i s -Fireplace Ftg.-Steel Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1 iter Htr.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection tPOOOB.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 24' Te ub & Shower, Second Floor -Tub Access azoollas Pipe; Sixe & Anchors Dat , O Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date ELE.2TRICAL (Permit) OK except #'s 28!FAure & Transformer Clearance -Ins. Protection & Switches at Doors 25�-Size Boxes & No. of Conductors Stapled e','2§Aomex Installed Close to Edge of Studs & C.J. eV E p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 App6ance Circuits in Kitchen & Conductor Size GFI V feed Wire Size / 3 / r AI-A.C. Wire i a C or AI 36' Range Circle if g4eAr AI -Oven Circ. / / ga Cu or At Insulated Ne ral ❑ Yes O No -91--Se ce-Riser Conductors & Ground Main Disconnect F�gGip. Clearances Panels-Motors-Mech. Equip. 51tAes Closet Light -Shower Light -Spa Light Smoke Detector Dat Card B•1V. Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 6 V Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outrel . Attic Access & Platform if Furnace in Attic Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date iPRAMING (Permit) OK except #'s Materials & Anchors 42!B rig Walls over Girders & Floor Nailing t4; 4 . Dr Stop in Walls (rat proof) ,/e Stops, Furred Ceilings -Stairs -Chasers -Tubs t 4V Headers & Beams -Size & Bearing jingle & Duplex) t, Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors 7. lid. Joist-Rttr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. ja�place Ties or Type A Flue -Fireplace Throat Clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Bdrm. Windows or Exiting Doors -Sill Ht.'&_D ensi s 51. age Fire Protection Framing 2 <. operty Line Firewall & Openings `. Doors -One 3' -Check Garage 3rd StoSy; 2. Exits stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Ply)vood on Roof Overhang -Attic Vents -Ratter Outriggers -60--Siding- Nailing Veneer_ _ 7. St o Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area -Glass Protection -Skylights -Plastic 11 5-YD422�z RV Shear Walls; Nailing -Bolts 0. Br tenor/Exterior Wall Panels ll) nsulafi -Walls-Ceilings 6�on-Walls-Windows I Date • ✓ Cad B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date / FINAL (Plans) OK except #'s 66. JExt. Steps -Door & Sidelight Protection -Landings 6/Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 64, Elec. Trim & Subpanel, Breaker Sizes & Labels 49 Stairs & Rails 0% Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ,Elec. Outlets & Receptacles at Kit. Counter 7 Garage Fire Door; Swing -Landing -Closure 7 A.C. Duct in Garage -Damper 7 . Wtr. Htr.; Vents -Clearance -Comb. Air Connector -P . in Garage; Above Floor-Mech. Protection 74' Plb., Elec. & Mech. Equip. Listed for Location 7V Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 7Y Insulation -Foam -Looked in Attic 8 Guard Rails & Deck Construction -Post Caps . 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes Follgwing Instld./Drive ;J Yes J No/Walks J Yes J No/Planters 0 Yes No tucco Brown -Finish 81, A.C. Unit Disconnect, Electrical -Plumbing V. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings V.,Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection Corrections from FreviouVnspections 1. s Test -M a Tagge, Gas -Electric Vf4aler & Sewer Connected -C/O to Grade -HD Approval 9 ergy Compliance Certificate -Other Certificates 9#/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: A PA � re►'� Certificate of Conformance, Certificate 054074 THIS 1S TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured In accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood: -Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design.Stresses AITC 117.93 — Manufacturing — Standard Specifications For Structural Clued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program.• Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. �fa_ ����1914,i AMR �r SEAL 11 -ti w 'j; 4 by _ AL. - Thomas G. Williamson Executive Vice President &NGINEEPEA WOOO SYSTEMS 19 a relalad OOrpbrallon of APA -THE ENGINEEPED WOOD 7011South 19th Street- P.O. BOX 11760 -Tacoma, WA 961110700 T61600n9: (253) 565.6600- Pax Number: (253) $65.7295 'lea 39V -d ONI SQOOM NN3.!.1_;'3M T0980680E9T LZ:PT ZOOZ /8VLO 1 CERTIFICATION OF INSULATION ADDRESS OR TI 9' CO h Sk. 16000 F lvnofe- 9c Ourk,klq SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BAITS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF R -VALUE APPLIED INSTALLED THICKNESS iq 6 MATERIALI FORM FIBERGLASS SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.D 161019 BAGS SACRAMENTO BUILDING CONTRACTORS APPLIED l� 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 # IDLOT 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 WEIGHT PER SQUARE FOOT - ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 !Z ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC#202026 3� DATE INSULATION COMPLETED 9-1,1-3 SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.D 161019 BAGS R -VALUE APPLIED MIN. INSTALLED INSTALLED THICKNESS WEIGHT PER SQUARE FOOT - !Z 3� it -(K BATTS R -VALUE SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D OCF R -VALUE APPLIED INSTALLED THICKNESS MANUFACTURER OCF MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SIGNATURE - INS TIO CONTRACTOR // TITLE �DATE- �� (/C(yJ / I'3SIGNATURE - GENERAL CONTRACTOR TITLE E REMARKS WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Califotnia 951965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ��_� ASSESSOR PARCEL NUMBER 039-220-047 ZONING BUILDING PERMIT OWNER MCGUIRE HERE & DENISE TELEPHONE 345-57115794 SO. FT. OCC. BUILDING VALUATION R3 312 876.00 OWNER'S MAILING ADDRESS 810 TZSTGI'tTE COURT CHICO 2418 U 43,524.00 cOH &OH CUSTOM 3UILDI14G NAME TELEPHONED [ 1846-087 2282 CO 224 O 1.568.00 CONTRACTORS MAILING ADDRESS 1341 GRIDLEY CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $1646-99 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL NGADDRESS i F � ., DURRAM Energy Plan Checking Fee $ PERMIT FEE $ 2759.22 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 2 7.00 Solar or heat pump water heater 23.00 Water piping 15.0 Each as water heater or vent 15.00 TYPE OF WORK New YEI Addition ❑ Remodel ❑ Ublifies ❑ Installation ❑ Other ❑ Describe Work: NSF W/GLRAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 9 1 15.0 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS 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 �Q/T j License Class Lic. No. e77 L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 46.00NEW 46 00 CONST. owELUNG OCCUP. OR ADDNS. ( a ACC. OCS. 1 SO 3.5¢x, 987 4 NO pale ' MULTI -OUTLET 97.50 AP= a SINGLE ourLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL o .50 ED A Ex. Occup. DuT..=.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 353.42 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. 0 I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensation insurancarrier and policy number are: Carrier , 7 - t ­t /, MECHANICAL PERMIT Fling Fee 20.00 Heating 2120.00 Cooling Hood 6.50 Ventilation 4-90 1 99-50 3 gas firepbqcps 3_15-00 145 00 PERMIT FEE $ iph Policy Number �7�Q��_ �AZ7 (The above sections need not Be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those p�ns. X Date S— LZ -0Z_ Sign t re o Applicant - ❑ wrier Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and de olition or c ns uction of structures over 3 stories in height. rReceiptNo. 353692 u3 262.82 ® CANARY -ASSESSOR PINK -I PECTOR GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ 46,00 RY/ IJ cTM- TYPE, iO3ALFEE $ 360&e64 H D. F IM CDF PAR L PD ISSU 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 V J PERMIT EXPIRES ON 11`lTE-O.D.S.-B.D. Defe -..,.. __.. - .. •«rofav-...r«^*� •;.--- ,• -ii s; COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: /'� / C(9 U��� , ' ``� �L-Mm"ASSESSORPARCEL NUMBER 3 ;?X� �T / Proposed Building Use: N11 Counter Technician: ; Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. JfA..Plot plans, 3 or 4 sets, signed by the preparer of the plans. Imo. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 04. Engineered truss details and layouts in duplicate. No faxes! VY5. Energy compliance design and supporting documentation in duplicate. ti ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie dowik or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans.,in triplicate. All of these must be stamped and wet -signed b, the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the)plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ......................:.............. ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other 5 Myees n items needed to issue the permit. Ma require additional plan review up on ,i•ecei t of the Tifilowing items.g P ( Y q P P .,,� P� ) 0 I /A as shown on the attached Schedule of Fees Due Sheet ....................:.................. L %; ,Statement of Intent for Non -heated and A/C Buildings .............................:....... ....... Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ....................... , ❑ 19. Planning approval for (A) Use: J> K(B)Parking: (C) Parcel Cheek: ❑ 2 ebntact Land Development about ❑ Improvements, ❑ Drainage ............................... ycor� Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy)0Zt7a -10 22. Pre -Inspection for required ................ 15sLLe Z 40 Z ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 25. Owner -Builder Verification (0 Given to owner, ❑Mailed to owner) ..................... 6. 'etter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ P. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other: When issued Telephone t5.30 $ C -147V and hold for pickup. I have been informed of the above items and re uiremerits for obtaining a building permit. L Applicant: j / /.�..._.—� /")ate: S 1. Index permit application for the above items numbered: I LIan Check better ` 2Z"ditional items required 6b VvlC. � • 1 " " �i'► tho- Contractor, designer, owner, was advised of the above data by Y Me, C'mail, ❑ ounter, by ate: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, -(],counter,-by Date: Plans reviewed by: Date: Plans approved by: /(, Date: Structural reviewed by:. Date: O -Z Structural approved by: Date: Z 3_ Note transfer by: Date: Yel ow: Iguilding Division tf .• L E.H. USE 4Y Flat Plan attachad d Flow d®n4 is 6.0. fm TO: Building Depart?nent FROM: Environnriental;+iealth SUBJECT: Sanitation Clearance C72- 1300 � .� �C aoaL-czy ®� � ��� • ori Owner Location /AP# O Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: !Jo ina c earance O.K. for: NOTE: Environmental Health pecialist ' Date 8/96 ............ ..................................__....__.......__........_......................_ _.... COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. `C�C.f1 L 19 d- 1/ &7,_115&— A.P. # PROPOSED UIL.DING USE �� DATE oZ�—yZ ECEIPT # DATE REC. I UILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ --Revised Plan Checking Fee .................................. $ SCHOOL DIST IC FEES CU aid at District4o �-�3 ERIFF FEES ( d at Building Division) 3�- 36?. Z Residential ...." Q. ......................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. (JURBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x - =$ Sq. ft. Amt. /( 5 RECRAT I TRICT ES '"1l U ` v 6. THERM ITO DRAINAGE D STRICT EES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion #) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT (/ e!/ Z — DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) J 0 f a 1 BUTTE COUNTY PARRS DEVELOPMENT FBS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRIC�T% Assessor Parcel Number(s) 00q,_ �� / 0, ' Property,Owner Location/Address Project Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total -Number of Dwelling Units Comment: Building Department Representative Date •x�c��rrr*�r�r�rrr,��r�r�r��r�r�r��,���r�r*�r,�,r�rx�r,�,��rrc�rx�r�r �r,r�r�r,r��r�r�r,r�r*,r�r�r*�r�r*�r,t�r�r�r�r�rw�r�r,t,r**�r Ch•co Area -Recreation and Park District(CARD) certifies that Z6 Applicant Name) (Phone Number) ; (Street Address) n (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for. dwelling units @ $1,189 for total payment of $ CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. CID --16 • 1 PAID BY CASH RECEIPT N0: {?3%10103 #2i39 12�t2'm X; XTOTAt 1189.Otj Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) r School District / i XP. Number Property Owne,� Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) (r FResidential Development No of Living Mobile Home Units Installation Building Department'No County Lot No. Sq. Footage 5 Addition/ *Supplemental to (Group R) Conversion Permit # 's *(No foundation inspection)' ............................................................................................................ fauii6Vaia'L,111, Building Department Representative .t Sq. Footage (Including Exterior 3Roofed�Areas) Date imoor rians reviewea oy acnooi visincz rersonne0 Distric, Identification N:, O� O u �i, School District certifies that � r' Ic,J W+ (Applicant) PC 0 cG t7 (Street Address) �9 (Phone Number) i (Cify)' ; r� (State) (Zip Code) 2 -/•-/ Has complied with the requirements of Resolution No. �d l _ v 2, by payment of $ �prl / l / representing ` square feet. AB 2926 $ FULL MITIGATION $ `� _ v c,v U) School District RepresentatH Date Paid y Check # Remarks: AO -z v Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) � feeformAs (10/98)dmm Ile AND WHEN RECOMLO MAIL To: y 8g ITZ COUNTX ounDING DMSM 7 Covm CWTU trRIVa OROYnAx, CA "M COPY of Document Recorded 10 -Kar -2003 2003-0014821 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OR ACKNOWLEDGMENT )AOR RESIDENTIAL DEVELOPMENT Section 26.8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agriculture) purposes. and residents of this prapertyy may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not litnited to herbicides, pesticides, and fostilinrs; and from the pursuit of agricultural operations including, but .rw litnited to cultivation, plowing, sprayio& pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such ineonvenie= or discomfort from norma), necessary farm operatoons. All that real pro" situate in the County of Butte, State of California, described as follows: hs .r��-J oy ��t� ce,-l-'ev) )0'0Ac#Z1- heP PA,� L .Z, , O�i�i o� T? �co�Ac,� oFTfff r Po 134177-4,STs-rteo� PA -6,e (s) Vt 7,f,146 71, . Date i l r �, , d�?> PROPERTY OWNERS: A7 State of California ) County of � ) / On )��4;I i o2 . 20 � � helot* me, p#(1 pesaonaw appearedltr err ba: r tGti �l1 Pit i e QUA __--personally Imewn to roe (or proved to me on the bads of satisfiectory evidence) to be the person(s) whose name(*) is/are subseribed to the within lostr tment and acknowledged to me that he/she/tbey emoted the same in hta>ler/their authorind eap$el AIN), and tram by hWWrttbdr ftuture(s) on, the Instrument, the person(s) or the entity upon behalf of which Vthe peraaa(*) acted, executed the nt WITNESS m h d o 6 Signature ! Seal: MtCIiAB. K 050 Catnmts>lolt # 1120W AB.0 D-2Zv—.CY7 � Nq► AW MM 9' APPLIED TESTING CONSULTANTS MEN --r---c MATERIALS ENGINEERING TESTING AND INSPECTION March 3, 2003 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 Re: Herb McGuire Residence Building Pad Certification - Chico, CA Gentlemen: We have completed compaction testing on the building pads for the McGuire. Residence located at 10,000 Fimple Road in Chico, CA. The two .building pads were constructed out of native material and mixed with Class 11 Aggregate Base, with approximately one foot of fill. The building pads were completed prior to our arrival. We performed compaction testing at random locations throughout the fills at approximate finish pad grade. The test data sheet and moisture/density curve, per ASTM 1557, are attached. Based on the test data compiled on. 'this project, we certify per Article 3, Sections 6735.5 and 6735.6a of the Business and Professions Code that the pads were properly moisture conditioned and compacted in accordance with Chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. f Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation; differential settlement and beaiing on fill materials are by others. - Thank you for using ATC to provide this service for you. Please yA4,jfapu have any questions regarding our services described above. Very truly yours, Charles W. Steele Senior Engineering Technician Cha le C-38692 Exp. 3/3.1/05 Staff Engineer .qnA 1Thnmfruc n hig% Qte 1n rti:-- ne ens.{+ �-'--' - - _ .---- - -. - - - - _ . V. I APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Nuclear Density Testing Report Per ASTM 1557 TESTING AND INSPECTION 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Report Seq. No. 1 Client: Herb McGuire Page: 1 of 1 Address: 819 Westgate Ct. Date: 2/24/2003 City, state: Chico, CA 95926 Tech: K. Coy Attn: Herb McGuire Protect: McGuire Residence (10,000 Fimple Rd.) Soil Description: Brown Sandy Silt w/ Small Gravel Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture X Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density 121.1 Opt. Moist. Content• 12.7 90% Test # Test Depth Location: Building Pads Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results House Building Pad, Southwest 1 12" Corner FPG 126.1 16.7 109.4 15.3 91% PASS House Building Pad, Northwest 2 12" Corner FPG 126.1 16.4 109.7 14.9 91% PASS House Building Pad, Northeast 3 12" Corner FPG 126.0 17.5 108.5 16.2 90% PASS House Building Pad, Southeast 4 12" Corner FPG 123.1 15.1 108.6 13.9 90% PASS 5 12" House Building Pad, Middle FPG 126.1 17.8 108.4 16.4 90% PASS 6 12" Shop Building Pad, South End FPG 129.9 20.7 109.2 19.0 91% PASS 7 12" Shop Building Pad; Middle FPG 130.5 20.6 109.9 18.7 91% PASS 8 12" Shop Building Pad, North End FPG 127.5 17.0 110.5 15.4 92% PASS REPORT: Arrived at jobsite at 1330 hrs. to perform compaction testing of the House & Shop Building Pads. Performed 8 nuclear density tests at random locations, as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, the test results indicated at least 90% relative compaction. Copies to: Reviewed by 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 .r `�APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: . Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Sample No: T-1 Herb McGuire Date: 28 -Feb -03- 819 Westgate Ct. Tech: B. Carter Chico, CA 95926 . Herb McGuire McGuire Residence (10,000 dimple Rd.) Brown Sandy Silt w/ Small Gravel Jobsite N/A 1 2 3 .4 175 275 375 7340 7530 7455 2890 2890 2890 4450 4640 4565 130.81 136.41 134.2 117.9 121.11 117.2 1 2 3 4 1009.6 985.71 1018.0 918.4 884.41 898.7 . 86.0 81.81 78:1 832.4 802.6 820.6 91.2 101.3 119.3 11.0% 12.6% 14.5% Sample Weight: 15,000 grams I Rock Correction' ASTM D4718 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: 122.0- 121.0 22.0-121.0 CL 120.0 119.0 ==WAAV G 118.0 117.0 116.0 9.0%, 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% Moisture Content (% of dry weight) Max density from curve: 121.1 mdx duiusiuu uensliy: 7 Ll ."1 pCT Optimum moisture: % This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Suite 10 •Chico, CA 95973 •Telephone: (530) 891-6625 •Facsimile: (530) 891-4243 #to 1 ivi 155 nnoistureJuensity Curve -3 4 Sample No: T-1 Client: Herb McGuire Date: 28 -Feb -03 Adiiress: 819 Westgate Ct. rein: B. Carter City, State zip: `.Chico, CA 95926 Attn: Herb McGuire Project: McGuire Residence (10,000 Fimple Rd.) . Soil Description: BrbWn Sandy Silt W/ Small Gravel Sample location: Jobsite Sample depth: I NSA Trial No: Water Added Gross compacted wt: . Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: Moisture'Content: 1 2. -3 4 175 275 .375, 7340 7530 7455 2890 2890 2890.. 4450 4640 4565 130' 136.4 134.2 117.9 121.1 .117.2. 1. 2.: .'3 4 1009:6 '985.7 :.1018.0 918.4 884.4 - 898:7 . 86.0 8.1.8 78:1 832.4 802.6 820.6 91.21 101.3 - 119.3 11.0%1 12.6%1 14.5% 122.0 121.0- 0- 120.0-- IA 21.0a120.0 119.0 I � I �. 118.0 � I 117.0 y __11 149x2 + 2821.9x - 57.431 I RZ = 1 [ 116.0 9.0% 10.0% 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% Moisture Content (% of dry weight) Max density from curve: 121.1 •••�^ ....�..�.G.. ��r Pe14 r A . i per Optimum moisture: This test was performed STM 1557 Reviewed by: mrnva braaa pvuar APPLE ED 2 3 4 pnaan Z'•c'^ '� T,.sn TESTI G 3:E3 Trorntrea .-KBn n Cr-* 0. c. C:IoAp P..sJ:�1A.Cof�� o35 phns i73i�b S 4565 rcc (3:5)fiSl•652i Laboratory Compaction Data Sheet r - 1;30,0.1 (3:a:E:l•S7.C3 Client: Address: City, State Zip: ` l IC�'(f% Project:44Lt_ b V_ —yA0C-- 4?q1 r%*_ Soil Description.,Frp.,.qtr 5A4t-17 5! �7'-w �Yr► Iif �Yta Sample location: Sample depth: Trial No: 'later Added Gross -compacted v,-,: Container Tare: flet compacted Wet density, pcf: Dry density, pcf; Pan No Gross wet vrtt Gross dry %tit: Pan tare: Net dry wt: Moisture loss: i -j htoisture Content: Sample f:o-=J- Dal, e: 2- 2& 03 Tech: B4, <,a�, 0100 �MAO i 2 3 4 2�5 �7S lis eel"+ �sg e84 84o ZRq ZB�ia 40 4565 4Sc� /01,3 /34-zs 1;30,0.1 [13:5,95 3 /!G •9S" %(% .5 i 2 3 4 85, 7 /DI 8 O /oaf eel"+ �sg e84 koz 4 azo. ep83 z.4 /01,3 L_LL_4__14% s l0 4 Sample Weight: E000 Rock Correction Total sample wt: +3/4 rock vt: % of +314 rock: Density of +3/4: Rock adj. density: a C i* I , W1 1'0istu. a Consent ('/, of dry weight) P.4ax density from curve: •-�"' ""''""'"" "OILY. Pct Optimum moisture: This test was performed per ASTM 1557 Reviewed by: IA%Tr APPLIED TESTING' CONSULTANTS 01 MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: Report Seg. No.: Attn: Page: 1 of 1 Project:NurLS tM, Date: 2 - aa=.::, Soil Description: (�;� Tech: CALIBRATION DATA: Density Std.: Moisture Std.: Density X: Moisture X: Compaction Equipment: Gauge: Comp. Curve No: Max D Dens.: Opt. Moist. Conten 9 Required. %: 121. Test Test Location: Eley. wet H2O Dry Moisture % Results € De th t ��� Density Density Dznsitv Content Comp. OA. -71 ko-40 Ss OAAvq 14 Z t2 `' til 3 124 l�o�.R� i!c�Qv-xf ltv.v� 1't. CBS S 1 lOTA . -SVJ-� Cm3r) 123.'2 '� 1 B. �� b .1 13 -7g IG�.(J� 1 •�2. � loy 35 13.21 ea > �29.$o Zo.Cv9 (09.1 Ig.�L � t3n5o -S -7 1.09-93 1G."71 �1 127.45 16.1-77 1►o,clg ts.3G °11 N -Arrived at jobsite at 1330 hrs. o [ ] Performed Nuclear Density Tests at random locations as indicated above. [ J Performed re -tests ofpreriously failed areas. [ ] A sample of the material was obtained and returned to the laboratory for a moisture density curve. [ ] At the completion of the curve, the test results indicated less than % relative compaction. [ J Tests failed due to excessive moisture �► [ ] This area will be reworked and retested at a later time. [ ] All test results indicated at least % relative compaction. [) Other: [ ] Departed jobsite at hrs. 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: 15301891-494:1 Z MATERIALS ENGINEER/NG TES NG ECT/ON Invoice BILL TO: Herb McGuire 819 Westgate Court Chico, CA 95926 PROJECT: McGuire Residence (10,000 Fimple Rd.) TERMS DATE INVOICE # Due on receipt 3/6/2003 103403 All Wet Signed Engineer Stamped Certifications And Final Reports Will Be Issued After Receipt Of Payment. A FINANCE CHARGE OF 11/2% WILLBE CHARGED ON ALL INVOICES OVER 30 DAYS PAST DUE. DATE DESCRIPTION QTY. RATE AMOUNT 2/24/2003 Nuclear Density Testing 2 60.00 120.00 2/28/2003 ASTM 1557 Moisture/Density Curve 1 150.00 150.00 3/3/2003 Staff Engineer Review & Prepare Report 1 85.00 85.00 Thank you for your business. Our Federal ID # is 94-3324663. Remit payment to address below. Total this invoice: $355.00 9ARn TL.....�..... r1.:.... 06.. 4 - - -. - -. ---- • . , tv , FW NO, : Hov. 25 2002 11: 09PM P1 Plill,'S H EA T IN(1 & AIR CONDITTON]NG P.G. BOX 33 BIGGS CA. 95917 PlINAX 530-868-1239 05!07/02 "f-0: H&) -I CONSTRUCTION PF.UJECT: NICGLTIRE IATTLE AVE. GRIDL.EY 819 WF:STGATE CRT Pr1:846-0874/FAX:5.30-846.•3794 CHICO CALIF, PRc)POS.�L T'0 INSTALL. CENTRAI, SPLIT HVAC SYSTEMS. fl-TRNACES TO BE LOCATED IN ATTIC SPACES OVE.:R GARAGE AND DWING AREAS. CO.',DENSF-R LOCA`f"TONS TO BE, DETERMINT.T) BY OWNER 2 TORT SYS"IES FOR CONDITIONING 60EST BEDROOMS'AN'D STORAGE, AREA. 5 TON SYSTEMM'FOR MAIN Hot1SE, BOTH SYSTEMS TO BE..' ZONE CONTROLLED. TO INCLUDE: ZONE SYSTE\4. CONTROLLERS, ZONE AND 13YPASS DAMPERS, DUCTS, FITTINGS, REGISTERS, RETURN AIR FfLTER GRILLES, TITLE 24 '1HER.h1USTATS, VENT DUCTttiG FOR RANGE DOWNDRAFT, BATHS AND CLOTHES DRYER. ROOF FLASTENG AS RFQC7IRED. FREON LTNES, .PRIMARY AND SECONDARY CONDENSATE DRAINS, GASFLEXES FROM SUPPLE S AT FURNACE LOCATIONS, FLUE PIPING, DISCONNECTS AND LOAD) TRING TO COND};:NSFRS, 1'ONVER. St1PPL Y CORDS TO FL: 'ACES. LOW VOLTAGE WMING FOR ZONE CONTROL SYS'T'EMS. PROPOSED EQU1LPNlRXT. YORK GUEST SECTIONT: 90T AFLE FCRNACL ,MODEL,#P3DHA08.tiT03701 37,000 BTU HEATING 1=4 SEER COND*ENSER MODELgH4T50245062STAGE 24,000 BTU COOLING N4rkIN HOU-SE: 90T .AF -M NIODE:L #1'3DHC20N09507 95.000 BTU 14_EATING 14 SEER. COt,, DENSER M0DFL#H4T506506 2STAGE 60,000 BTU COOLING XA.r ech VerticalTechnology Engineering 383 Rio Lihdo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net Structural Calculations Client: Herb McGuire Project: McGuire Stair Revisions Location: 819 Westgate Court, Chico, CA APN: 039-220-047 and 048 /S /oN M ®2--11300 BUTTE COUNTY BUILDING DEPARTMENT APPROVED 7// 0/0 3 /A.' f• Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. �'/ L E - ` . �^0 pnOJECT ` ,'" ENGINEER VERTECH ENGINEERING DESIGN OF |7 k f -k S , . --` � - ' . . , Ci I - -- � ' -- / -- - --T--�--� � ' v . � PAGE ^ / | ' / N M c c�u►re, S 2.2 a 09-t(DF—a c-:, n C n Q) m V in 7- W., 0 w� 0 3 /2 K 7 /4 LVL v r L w 610. L 0 V < Ix W., 0 w� 0 3 /2 K 7 /4 LVL v r L w a AM Mc C�u�rG S2,la OR►wNAL De -SIG 4 S3.1 \ PHD2 / PHD2 I � I I I I I I 4X4 _ I I �I I I PHD 4 i S3.3 4X6 PHD2 I IL=6'-3" 2 TYP. ---------- 4X4 7- F2 F3 r- 4X6 4X6 r PHD2 O I I 1 3 L=7' -p„ --------------- -1 ---� ----------- ---- \PHD2\_--------/ ---------- MC(�uirG S2.ICa REVISED DE51.C,1�1 S w011 line ,pacAJ py V-nodS. 0 VerTech Engineering Project: to (a.,iy C/ RPS/, Engineer: AT Design of: Shear Walls Framina Page: Date: —�i Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Walllu m ifti Ll II m Iin A 1646 10.5 10.5 10.5 157 6" B 3512 20 ' 20 20 176 6" C 3731 11.5 11.5 11.5 324 3" D 1975 23 23 23 86 6" 1 2822 32 32 32 88 6" 2 4410 12 12 12 368 3" 441�b : 1.32,5 - 1:325 .1r3�25 j 333 � :3�'j 4 1588 13.5 13.5 13.5 118 6" a VerTech Engineering Project: �or-C, fzp-v Page: Engineer: p�3 Date: 3/O Design of : Shear Walls Stability Overturning Overall Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft -IM (ft -1h) /lhl as1.50 13 10699 2067.1881 1ARIS- 7 / rps O Se ment Segment OT sighting Net Length Height MMT MMT M/D Wall (ft)- t ft -Ib (ft -Ib) (lb) kv l- Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Date: 4/22/2003 Location: Revised Bridge Girder Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 38433 RB= 4.5 Total Uniform Load Mmax Vmax EI Req'd 3`/-L x 1-1 2 4F"- 4 G Lr g W/ 4 x 4 o s+ P(�nr -� C) on I ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 15 psf ❑Round Member 100 psf 24F -V4 Glu -Lam � Horiz. Member 240 360 Fb' 2392 psi 10:5 ft Fv' 190 psi 3 f 1.33 ft Height Required 7.6 in 1.00 A Req'd 14 in^2 1.00 S Req'd 24 in^3 1.00 1 Req'd 100 in^4 1.00 Controlling Design LL Deflection 1.00 le= 2.7 Fb*= 2400 345 pif 4755 ft -Ib 1811 Ili ❑ Shear at d from face? 234 *10"6 #-in^2 3`/-L x 1-1 2 4F"- 4 G Lr g W/ 4 x 4 o s+ P(�nr -� C) on I Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Rev. Date: 3/13/2003 Location: Stair Girder for Amoire Nook Slope of roof Dead Load 0 :12 Live.Load 3.5 in TULL Defl. Criteria (I../) Length of Beam Width tributary to beam: Unbraced Length 510 psf CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc Ci_ 1.00 Fbe= 48453 le= RB= 4.1 Fb*= Total Uniform Load A Req'd Mmax 1.00 Vmax 21 in^3 EI Req'd F 1 Req'd 100r 0 ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 150 psf - ❑ Round Member 510 psf Microlam ' ❑ Horiz. Member 240 360 Fb' 2593 psi 7.5 ft Fv' 285 psi 1ft 1.33 ft Height Required 6.4 in 1.00 A Req'd 13 W12 1.00 S Req'd 21 in^3 1.00 1 Req'd 66 in^4 1.00 Controlling Design LL Deflection 1.00 2.7 2600 660 plf 4641 ft -Ib 2475 lb. ❑ Shear at d from face? 145 *10^6 #-in^2 100r 0 BREEZEWAY PARTIAL PLAN -urn r -r Mc Guy- R�s►de�lcQ. HOUSE r--� BREEZEWAY PARTIAL ELEVATION smve• r - r McGu��c, Qc�;dC,nc� . t■� ! � 0 0 �J i■_ i l• 1 I i ]III ] II ( BREEZEWAY PARTIAL ELEVATION Smit ur ] P - r (MC(6-nuivc, Qs\�-cSer1�� Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530)899-87.16Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations 17 Client: Herb MCGuite Project: McGuire Residence Location: 819 Westgate Court, Chico, CA 95926 .",Ph #: 530-345-5711 I -o /300 IN C BUTT LVOWTi, oa BUILDING DEPARTMEIM C \1 APP.R-0V6Q OF Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 2/26/02 ` STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK I FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE I REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4' THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %' OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 ''/V #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. r 1 ' f i VERTECH ENGINEERING PROJECT: 2/ 02 5. MASONRY f A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 5/8" DIAMETER ANCHOR BOLTS AND 2" X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 '/. LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 9 r t VERTECH ENGINEERING PROJECT: 2/26102 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ,E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B It . t l PROJECTM_ 11 7 ui , VERTECH ENGINEERING ENGINEER Al DESIGN OF Loacls 1' 11 kG.E DATE O n 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: McGuire Residence Date: 2/22/2002 Comments: Wind Speed: 75 mph Importance: 1 7.3 Exposure: B -10.8 -11.6 -12.5 El One Story or Partially Enclosed Muld-StoryStructure 11.7 12.6 13.5 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 49 High 11.7 12.6 13.5 Structure >49 High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 1_2.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 �- -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 ma . � . House Caics 1997 UBC Static Seismic Forces VerTech Engineering Project: McGuire Residence (house) Comments: Date: Q, Units: 1997 UBC Static Seismic Forces VerTech Engineering Project: McGuire Residence (house) Comments: Date: Units: Zone = 3 Soil type = Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N Ca = 0.36 or 16-P Seismic Coefficient Table 16-0 Cv = 0.54 Seismic Coefficient Table 16-R hn = 13 HEIGHT TO ROOF) Ct =F=.020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4`TA VEQ = (CVI'W)/(R`T) Ft = 0.07'Th/ (If T<.7, Ft=O) Cvl/RT = 0.7170 0.7167 V/W: 0.0396 0+1636 R VEQ = 85.1 85 V: 4.7 19.4 19.4 FT -= 0.00 3/20/2002 Kips & Feet (UNO) ----------------------------- r I---- ----- ---------------- I I i I I I I 1 Q L------------------ ------ 1 I -------- ------------ t -J ---------- ------------ r-------- ----- -------------- - _------- ----- I I r-------------� t I I I I I I I 1 I 1 � I I 1 � I I I I riFIE I I rj I I II rl I I I I I I I I I 1 I I I L==- - - - - - - - - - - - - - L ___ B � --1 t� I I 1 ------ ------------- �-__� r-- I I I I EJ I I --a --a PROJECT C, C3 U1re! VERTECH ENGINEERING PAGE ENGINEER DATE o DESIGN OF LcaDt,v A - C � '/a � • I �') (I 2 . Co Psi) ---v l � "? � 1 �, 12. C, 2 po _2 12. P 12. P 4 -- ( G l • PROJECT M C, G U 6r CG VERTECH ENGINEERING ENGINEER- A7 DESIGN OF Loac,� 7- A S246 _FA _j _j tq. _,._4 O I bj CONJ\/ TD \NS I. Al C c,- 1q, (.i2,,Ioo 161. 1.4- ct N V., PAG E DATE G4'- 2 S1 4 O -41 RADD 1b PROJECT VERTECH ENGINEERING ENGINEER- A'T DESIGN OF Lo-1--crol Nov sc, W-Qi—1 A -V\j 1323 C, D I :?62 -4-4- 1 G i o ?- - CQIrAhOa P -- 2 /-\,2) = 5210 fl" ISCA, S vvll'� CIL)- Ko'll-Co SS(2- 3-731 IG -7S 4231 SG S —00)01 A 5G,6 IT) 101 1,eW t.6 PAG E DATE m 20 2 5740 40 . ........ i Shear Wall Design Program VerTech Structural Engineering Project: McGuire Residence 6.00 3.45 4.32 Date: 2/25/02 Location: Typ SW 2.61 NG 2.16 NG Units (UNO): lbs, in Panel Thickness 3/$ 7 Panel Orientation Short Dimension Across Studs v Nail Type 8d Anchor Bold Diam. S/8 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Sill Plate Grade Hem -Fir AB in 2X Sill 830 AB in 3X Sill 1040 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 .141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 - 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B' Fastener Cond A Cond B 6 220 2 8.4 0 8 24.5 0 4 320 2 5.8 0 8 16.9 0 3 410 2 4.5 0 8 13.2 0 2 .530 2 3.5 0 8 10.2 0 44 640 4 4.2 Note 2 8 8.4 Note 2 33 820 4 3.3 Note 2 9 5.3 Note 2 22 1060 4 2.6 Note 2 9 4.1 Note 2 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 5.02 6.00 3.45 4.32 1.35 3.37 1.04 2.61 NG 2.16 NG 1.69 NG 1.30 Iq VerTech Engineering Project: M C V i -C/ Engineer: Desi n of: Shear Walls Framin Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Lenoth Length Wall Obs M-1 M M A 1646 12.1 °' 23 12 611 B 3512 20 16 20 4" C 3731 12t� 12 D 1975 23 23 1 2822 32 32 2 4410 12 12 3 4410 16 16 4 1588 13.5 wl 13.5 Page: Date: Load/ft Ed a Nail Ib/ft in 12 20 12 137 176 311 6"_-,- 611 4" 23 86 611 32 12 88 368 61- Y 16 276 4" 13.5 118 6" ►5 VerTech Engineering Project: C �-1yi CCS hOvS�� Page: Engineer: I -T" Date:CMZ• Design of: Shear Walls Stability Overturning Overall Resistive Gravity OT OT Big "tinNet Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ih/f+N /4% /LL IL\ A B C 6 9 12 6 9 12 150 150 150 9 9 9 7407 14223.6 33579 2700 830 6075 973 10800 1988 D 8 8 150 9 6182.609 4800 233 1 16 16 150 9 12699 19200 -286 2 3 4 12 16 14 12 16 14 150 150 150 9 9 9 39690 39690 14292 10800 2498 19200 1401 13668.75 147 Se ment Se ment OT ft "fin Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -1h) (ft-IHI Ilk% if 4rk>z rHvz PROJECT VERTECH ENGINEERING ENGINEER DESIGN OF La-k,,ro� DrGqc, (VNO,-A,sc) r- - wall U I nc) A load tines Ic � - 20e If Icnq4� 4-o be 6cac3ge-3 54 20i 1r I CSG 1 16 10(acj bcj 3raggecA.- _Wn11 C- inc) oad/ (0 Pi -r c)n . 9V�) 6VCkq9e.j -c+ ? -� —t -;w 2 'c`5b4-1 16 PAG E DATE 2/02 2,3 c.:. C, PROJECT M c G VERTECH ENGINEERING ENGINEER- AT DESIGN OF Lck4cx-cO Ovc-A(�,s (.V)o4,jscj --wal � .-L n C; 2=- kno locJ = 441CD16 1, (,)u3x 7- P I PAG E DATE' 2-1Q2. 2--z,qc.1 X16 2'I°0-'-- .l -'Ic)0-'-- ll L n c a. . I i Y--) ci Ioad -=- 44tO t I ir� Vc T) �1.-VG looal.I.ey) . Cod- 9 A--� 4t) bc, c-�T-caqc, c,-,,, 2(0-T:7- 16 -VV Q- I 1 c.) 1 oaj. I inc) .ems +I-) - V-2 load / 1 :2 4�- +CD ZI-100 *- i Cl- _Q1, {-------------- —T �J 11 II 11 II II II • II II Y II Ir Y 4d I ri r� LJ lJ `� ` �' \ C t .� PROJECT M VERTECH ENGINEERING ENGINEER AU .. DESIGN OF C�-G V J q (6-cdrn's PAGE _ DATE ,Z 2nJ rJ- -_-L - 0;K � 0(0 Ib -gin 2 2 x 1 0 Ib E Z - -1G x 10 16 ►�, 2 2 x► o e/ Ico '' ©. c, , V&A- -7-244 (p L) 0 --Lr _ M = 1552 V = 1431 1 b 13lptf (,Du) 51PT(LL,) PROJECT M c ENGINEER AJ DESIGN OF C VERTECH ENGINEERING ( beams, S PAG E • DATE B4 — 5k-73 \/\icA I l< G 1 ,r 8-r—<— L s 1, /2+' Tr = 23/,q V Fl-= 103,bgjol 16-in2 5'�� X 2 2�4 ��V4��C-� L2)S 2r -)d &r.8fr Ve4 = 244 (OL) I I F I I I coo Pi (T -:)L-) H.Eq. M = 3-1( I -r4. - 16 V \ -1041 6 0 D p -e- -L PROJECT mc, c, C-luk ) VE V RTECH ENGINEERING ENGINEER T DESIGN OF PAG E 'DATE '2 AJ 30 I co n y Sols-ks L- = I 3/4 = 2 1-7 I -�4 ► b V = 25116 EZ= 1 Sib x I0`0 1 b- i,� 2 -2A 2 x 12 12,, C a I Por cV-) C ► r l_. V 1-GSIb C Z= 201 A \o I b_ i,n� Bb - PoircV) C-lir8cr Vlvh ry ealconr otL,,Ys M bb Sal-�4-11 L Tv, ,)D V 3150Ib E-1 = . 4coi xIo X10 -int r Beam Sizer Design Program g VerTech Engineering Project: McGuire Residence Date: 2/26/2002 Location: B1 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf [:1 Round Member Live Load 40 psf DFL #2 Dimensional EJ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1231 psi Length of Beam 12.5 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length - 1 ft Height Required 7.1 in CD 1.00 CF 1.20 A Req'd 7 in^2 CM 1.00 Cv 1.00 S Req'd 13 in^3 Ct 1.00 Cfu 1.00 1 Req'd 37 in^4 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CI- 0.99 Fbe= 8365 le= 2.1 RB= 9.2 Fb*= 1242 Total Uniform Load 67 plf Mmax 1299 ft -Ib Vmax 416 Ib ❑ Shear at d from face? EI Req'd 70 *10^6 #-in^2 , 4 Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Date: 2/26/2002 Location: B2 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf E]Round Member Live Load 40 psf DFL #2 Dimensional Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1231 psi Length of Beam 13 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft - Height Required 7.4 in CD 1.00 CF 1.20 A Req'd 7 in^2 CM 1.00 Cv 1.00 S Req'd 14 in^3 Ct 1.00 Cfu 1.00 I Req'd 41 in^4 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CIL 0.99 Fbe= 8365 le= 2.1 RB= 9.2 Fb•= 1242 Total Uniform Load 67 plf Mmax 1405 ft -Ib Vmax 432 Ib ❑ Shear at d from face? EI Req'd 79 '10^6 #-in^2 4 PROJECT _ M c G"i y J ENGINEER AT VERTECH ENGINEERING PAG E DATE 2/0 Beam Design Program VerTech Engineering Project: McGuire Residence Location: 133 Date: 2/26/02 XP P VVt Wu Lmaln Lrant R1 R2 WAIN 10 ft ❑ Apply Special Seismic Load Cases? TL Defl DL RLL Wu (psf) 10 0 Wt (psf) 0 0 P (lb) 244 0 at Xp= 1 ft. Section Loc 5 ft Beam E 1600000 psi Beam 1 111 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U) 360 240 Unbr. Len -4 ft Beam Width 3.5 in Beam Height 7.25 in DF -L #2 Dimensional^ \Check CD 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 1.30 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 608 psi FU 1164 psi TL Defl 0.16 in' Allowable 0.50 in Fv Fv' LL Defl Allowable Envelope LCANTILEVER 0 ft M (ft-lbf) 1552 ❑ Graph Values? ❑ Beam Shear at d from face? FLL SL 9-9 WL Trib Width 40 0 0 0 1.33 ft 0 0 0 0 0 ft 976 0 0 0 Beam Active Section Location \Check Max Min Size Beam M (ft-lbf) 1441 259 V (lbf) -22 -122 Defl (in) -0.03 -0.16 R1 (lbf) 1431 257 R2 (Ibf) 455 82 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.13 Fv Fv' LL Defl Allowable Envelope Notes: None 85 psi 95 psi 0.13 in 0.33 in Max Min M (ft-lbf) 1552 0 V (Ibf) 1431 -455 Defl (in) 0.00 -0.16 LL Defl (in) 0.00 -0.13 Notes: None 85 psi 95 psi 0.13 in 0.33 in 0 Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Date: 2/26/2002 Location: B4 ❑ Valley Beam Slope of roof 012 Select Beam Width 5.125 in Dead Load. 10 psf ❑ Round Member Live Load 40 psf Glue Lam 24F -V4 E] Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2396 psi Length of Beam 17.75 ft Fv' 190 psi Width tributary to beam: 2.75 ft Unbraced Length 1.33 ft Height Required 8.1 in Co 1.00 CF 1.00 A Req'd 10 in^2 CM 1.00 Cv 1.00 S Req'd 27 in^3 Ct 1.00 Cfu 1.00 1 Req'd 192 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 77339 le= 2.7 RB= 3.2 Fb*= 2400 Total Uniform Load 138 plf Mmax 5415 ft -Ib Vmax 1220 Ib ❑ Shear at d from face? EI Req'd 415 *10^6 #-in^2 0 ' 'Beam Sizer Design Program 'VerTech Engineering Project: McGuire. Residence Date: 3/13/2002 Location: B4 C i n c,rea cccl L L. ❑ valley Beam Slope of roof 0 :12 Select Beam Width 5.125 in Dead Load 10 psf ❑ Round Member Live Load (:IRE�sf Glue Lam 24F V4 Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2362 psi Length of Beam 17.75 ft FV 190 psi Width tributary to beam: 2.75 ft Unbraced Length 1.33 ft Height Required 11.1 in CD 1.00 CF 1.00 A Req'd 21 in^2 CM 1.00 Cv 0.98 S Req'd61 in ^3 Ct 1.00 Cfu 1.00 1 Req'd 423 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1:00 Fbe= 56984 le= 2.7 l7 RB= 3.7 Fb*= 2400 Total Uniform Load 303 plf Mmax 11913 ft-Ib Vmax 2685 Ib ❑ Shear at d from face? EI Req'd 1038 *10^6 #-in^2 29 l`] 3o Beam Design Program VerTech Engineering Project: McGuire Residence Location: 65 D ate: 2/26/02 X13 P Wt ' Wu - Lm aln r ucant LMAIN 701 LCANTILEVER R2 0 ft ❑ Apply Special Seismic Load Cases? ❑ Graph Values? ❑ Beam Shear at d from face? Wu (psf) DL RLL 10 0 FLL SL ESC, W L Trib Width Wt (Psf) 0 0 40 0 0 0 0 0 6 ft P (lb) 244 0 976 0 0 0 0 0 0 ft at 2 p- 3.75 ft Active Section Location Check Beam 1 Section Loc 3.5 ft Max Beam E 1600000 psi M (ft-lbf) 820 818 Size Beam i Beam 1 195 in^4 V (lbf) 566 102 Seg Loc Stp 1 ft Defl (in) -0.02 -0.10 Size IT Step 0.5 in R1 (lbf) 1616 291 Deflection Live Load Total Load R2 (lbf) 1704 307 Limit (U ) 360 240 Cant' Defl (in) 0.00 0.00 Unbr. Len 4 ft LL Defl (in) -0.08 Beam Width 3.5 in Beam Height 8.75 in Envelope DF -L #2 Dimensional CD 100 M (ft-lbf) Max Min 3761 0 CM Ct 1.00 V (lbf) 1616 -1704 CL 1.00 Defl (in) 0.00 -0.10 CF 0.99 LL Defl (in) 0.00 -0.08 1.20 Cv 1.00 Notes: Cfu 1.00 None Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 1010 psi Fv 79 psi Fb' 1074 psi Fv' 95 psi TL Defl 0.10 in LL Defl 0.08 in Allowable 0.35 in Allowable 0.23 in l`] 3o 11 Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Date: 2/26/2002 Location: B6 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1 Dead Load 10 psf ❑ Round Member Live Load 60 psf DF -L #2 Dimensional ❑ Horiz. Member TL/LL Defl. Criteria (Ln 240 360 Fb' 1023 psi Length of Beam 15.75 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft _Height Required lin CD. 1.00 CIF 1.00 A Req'd 12 in^2 CM 1.00 Cv 1.00' S Req'd 34 in^3 Ct 1.00 Cfu 1.00 1 Req'd 102 in^4 Cf 1.00 Cr 1.15, Controlling Design Bending CH 1.00 -Cc 1.00 CL 0.99 Fbe= 5481 le= 2.1 RB= 11.3 Fb"= 1035 Total Uniform Load 93 plf Mmax 2887 ft -Ib Vmax 733 Ib ❑ Shear at d from face? EI Req'd 210 '10^6 #-in^2 11 Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Date: 2/26/2002 Location: B6 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 1`5:m Dead Load 10 psf ❑ Round Member Live Load 60 psf DF -L #2 Dimensional Q Horiz. Member TULL Defl. Criteria (U]l 240 ' 360 Fb' 1025 psi Length of Beam 15.75 ft Fv' 95 psi Width tributary to beam: 1 ft Unbraced Length , 1 ft Height Required 10'1 in CD 1.00 CF 1.00 A Req'd 9 in^2 CM 1.00 Cv 1.00 S Req'd 25 in13 Ct 1.00 Cfu 1.00 I Req'd 77 in^4 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 6327 le= 2.1 RB= 10.5 Fb*= 1035 Total Uniform Load 70 plf Mmax 2171 ft -Ib Vmax 551 Ib ❑ Shear at d from face? EI Req'd 158 *1016 #-in^2 Beam Sizer Design Program VerTech Engineering Project: .McGuire Residence Location: B7 Date: 3/20/2002 Slope of roof8 :12 Select Beam ❑ vauey Beam Width Dead Load 16 psf L5 in ❑ Round Member Live Load20 TULL Defl. Criteria (L) psf DF-L (N) #2 O Horiz. Member Length of Beam 240 - 11.25 ft 360 Fb' Fv' 1136 psi Width tributary to beam: 8 ft 85 psi Unbraced Length 2 ft Height Required CD 1.00 CF 1.30 A Req'd `7. 6 in CM 1.00 Cv 1.00 S Req'd 31 in^2 Ct 1.00 Cfu 1.00 1 Req'd 52 in 3 Cf 1.00 Cr CH 1.00 Controlling Design � 126 in^4 Bending 1.00 Cc 1.00 CL 1.00 Fbe= 56696 le= 4.1 RB= 3.5 Fb*= 1138 Total Uniform Load 314 plf Mmax 4965 ft-Ib Vmax 1765 Ib ❑ Shear at d from face? EI Req'd 201 *1016 #-in^2 Beam Sizer Design Pro ram g VerTech Engineering Project: McGuire Residence Date: 2/26/2002 Location: B8 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5tr125An Dead Load - 10 psf ❑ Round Member Live Load 60 psf Glue Lam 24F -V4 J ❑ Horiz. Member TULL Defl.'Criteria (U) 240 360 Fb' 2394 psi Length of Beam 11.25 ft Fv' 190 psi Width tributary to beam: 8 ft Unbraced Length 2 ft Height Required 4, in CD 1.00 CF 1.00 A Req'd C 25 in12 CM 1.00 Cv 1.00 S Req'd 44 in13 Ct 1.00 Cfu 1.00 1 Req'd 199 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 49657 le= 4.1 RB= 4.0 Fb`= 2400 Total Uniform Load 560 plf Mmax 8859 ft -Ib Vmax 3150 Ib ❑Shear at d from face? EI Req'd 461 '10^6 #-in^2 ki 54 Beam Sizer Design Program VerTech Engineering Project: McGuire Garage Date: 2/26/2002 Location: Typical 2nd FJ ❑ valley Beam Slope of roof Dead Load 0 :12 Select Beam Width 1 .5 -in 10 psf ❑ Round` ember Live Load 40 psf DF -L #2 Dimensional ❑ Member TULL Defl. Criteria (L) 240 360 Fb 02 1 1024 psi Length of Beam 17 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length . _ 1 ft Height Required 10 6 in CD 1.00 CF 1.00 A Req'd 9 in12 'CM 1.00 Cv 1.00 S Req'd 28 in^3 Ct 1.00 Cfu 1.00 1 Req'd 92 in^4 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 6012 le= 2.1 RB= 10.8 Fb•= 1035 Total Uniform Load 67 plf Mmax 2402 ft -Ib Vmax 565 Ib ❑ Shear at d from face? EI Req'd a 176 '10"6 #-in^2 3s, 3 c4�) Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Date: 3/12/2002 Location: Breeze Way Beams ❑ valley Beam Slope of roof 8 :12 Select Beam Width 5'5`in Dead Load 16 psf El Round Member Live Load 20 psf DF -L (N) #1 — El Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1946 psi Length of Beam 11.5 ft Fv' 106 psi Width tributary to beam: 15 ft Unbraced Length 2 ft Height Required r8_777in CD 1.25 CF 1.20 A Req'd 48 in12 CM 1.00 Cv 1.00 S Req'd 60 in^3 Ct 1.00 Cfu 1.00 1 Req'd 252 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 ; Fbe= 49371 le= 4.1 RB= 3.8 Fb"= 1950 Total Uniform Load 588 plf Mmax • 9728 ft -Ib Vmax 3384 Ib ❑ Shear at d from face? EI Req'd 403 '10^6 #-in^2 Gluelam Beam Properties ` 'VerTech Engineering Fbtt (psi) Fv (psi) 24FV4 2400 190 B (in) D (in) A (in ^2) 1 (in ^4) S (in ^3) M (ft-Ib) V (Ib) 51/8 9 46 311 69 13838 5843 51/8 10.5 54 494 94 18834 6816 51/8 12 62 738 123 24600 7790 51/8 13.5 69 1051 156 31134 8764 51/8 15 77 1441 192 38438 9738 51/8 16.5 85 1919 233 46509 10711 5 1/8 18 92 2491 277 55350 11685 51/8 19.5 100 3167 325 ' 64959 12659 51/8 21 108 3955 377 75338 13633 5 1/8 22.5 115 4865 432 86484 14606 5 1/8 24 123 5904 492 98400 15580 51/8 25.5 131 7082 555 111084 16554 51/8 27 138 8406 623 124538 17528 51/8 28.5 146 9887 694 138759 18501 51/8 30 154 11531 769 153750 19475 63/4 9 ' 61 410 91 18225 7695 63/4 10.5 71 651 124 24806 8978 63/4 12 81 972 162 32400 10260 63/4 13.5 91 1384 205 41006 11543 63/4 15 101 1898 253 50625 12825 63/4 16.5 111 2527 306 61256 14108 63/4 18 122 3281 365 72900 15390 63/4 19.5 132 4171 428 85556 16673 63/4 21 142 5209 496 99225 17955 63/4 22.5 152 6407 570 113906 19238 63/4 24 162 7776 648 129600 20520 63/4 25.5 172 9327 732 146306 21803 63/4 27 182 11072 820 164025 23085 63/4 28.5 192 13021 914 182756 24368 63/4 30 203 15188 1013 202500 25650 MicroLams Fb= 2600 psi Fv= 285 psi B H A I S M V 1.75 9.25 16.2 115.4 25.0 5407.1 3075.6 1:75 11.875 20.8 244.2 41.1 8911.4 3948.4 1.75 14 24.5 400.2 57.2 12386.1 4655.0 1.75 16 28.0 597.3 74.7 16177.8 5320.0 1.75 18 31.5 850.5 94.5 20475.0 5985.0 Note V = 2/3*A*Fv, M = Fb*S PROJECT MC VERTECHENGINEERING ENGINEER AT DESIGN OF Pr -Ow CO� '-A Y -n n VQ " n J Un -C c,< PAGE DATE -3/02- \Mod. -V,b e 41, wind pircs.s v V. C, COt kA V,^ v-\ %. n r� a c s I. -I (:)() (cx(o zFtl vv\k,n Timber_ Column Design VerTech Engineering Per NDS 3.9.2 Project: McGuire Residence s Date: 03/21/02 Location: Prow Column Wind Check Lumber: DF -L #2 Material Properties Modification Factors Fb 900 psi CD 1.33 Fc 1350 psi CM 1 E 1.6 E6 psi Ct 1 Config/Loading CL 0.99 1.00 P 11000 lbs CF 1 1 D1 5.5 in CP `.0.17 D2 5.5 in Cfu 1 e1 0 in' Cr 1 e2 0 in Cf 1 Lu1 '� 18 ft , Combined Flexure/Axial Lu2 0.25 ft fc 33.1 Addl M1 2041 ft -Ib Fc' 299 2 Addl M2 0 ft -1b fb1 883.3 Section Properties Fb1' 1188.7 FcE1 311.2 A 30.3 in^2 fb2 0.0 S1 27.7 in^3 Fb2' 1196.9 S2 27.7 in^3 FcE2 . 1613333.3 11 C 76.3 in^4 FbE 9720.2 12 76.3 in^4 Interaction: 0.8 i f f OK if<1. Timber Column Design Values . Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 - 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110, 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 .55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 A Z, Timber Column Design Values f Per NDS 3.7 ' VerTech Engineering 6X6 DF-L(N) #1 Fc E d KcE c 1000 1600000 r 5.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 .761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 : 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 VerTech Engineering Project: L uir Page: Engineer A J Date: Design of: Floor Framing Floor Loads DL= 10 psf LL= 40 psf Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d c@ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: • I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. a ' 4S VerTech Engineering Project: — M G (I U i r CJ Page: Engineer. NJ -Date: Design of: Roof Framing Roof Loads DL= 16 psf. , LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 9 psf B.C. Dead Load = 7 psf Total Load = 36 psf Typical Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". -P Project: /" {C C- X11 ru Engineer: A—T Design of: Foundations VerTech Engineering Soil Bearing: 1000 psf Page: Date: Z Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cao (olf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kis Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. ' 12 (5) #5 30.25 CB F6 6-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18' (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished or local grade as per requirements. Garag q} e -Calcs Project: Comments: Zone = Soil type = 1= R= Ca = Cv = 1997 UBC Static Seismic Forces VerTech Engineering Residence (garage) Date: 3/20/2002 Units: Kips & Feet (UNO) 3 Soil Profile Types 1 Importance Factor Table 16-K 1.5 Overstrength and Ductility Factor Table 16-N or 16-P 36 Seismic Coefficient Table 16-Q 54 Seismic Coefficient Table 16-R hn = ;13 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS v i TA = Ct(hn)" Max TB = 1.4'TA I VEQ = (Cv'I'W)/(R`T) Ft = 0.07•T,*V (If T<.7, Ft=O) = 0.137 EQ: ffVEQ = 0.7170 0.7167 V/Wl: = 59.2 59 V: I J• • ®�®gra■ ®verve®�� , , v�v� J• • r,------------------------- --------------------- • PROJECT M c G L4, iy cJ ( 6) AT VER�TECH ENGINEERING ENGINEER AT I DESIGN OF L cAc o I �o G D�vG PAG E DATE 2 2 A -(I I ��� 1 I�� Co S�'� 1525. Ib A.5 —(21 ,� li , C12,(o Psi ►> 2c) I 16 (I 2+ C� s --� 2 Cp 33.1 b P C_ —{ 22' I I') (I 2, co P5 f - (21� 11��(12,Co 2- (21 1 I `) (12 , Co s i) 1=-' 2q l I I b Se�sY-nIc, 1.3 �. 4b2 1 1 (.5C;YWZ f 413 SU i CU N V -V-0 WS , �-- A 5 - ---- 2 3 341-20 �,_I 2 S 2 15 016 .4 C - 2 0- 2 GO S-- 10 10 � . 42 1.3 �. 4b2 1 1 (.5C;YWZ PROJECT , /c L"� faj VERTECH ENGINEERING PAGE ENGINEER AJ- DATE I 1 DESIGN OF AS = 3420 �'4 2 c 3Q4 q + 22bgMo) 2cos- �,� 2 2q I I q 8Z I A g I I 248 7 w AS = 3420 �'4 2 VerTech Engineering Project sGuiY-E (QQC4.) Engineer: AT Design of: Shear Walls Frnminn Page: Date: Z)& Z Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Lenqth Length Load/ft Edge Nail WallI� M-1 ift1 u OL/m in A 1525 37 Vf 37 37 41_6" !/ A.5 2911 15.5 15.5 15.5 188 _ 6" 4 B 2633 17.5 17.5 17.5 150 6114 c 5317 19.5 19.5 19.5 273 4" 3 _ D 1386 7.5 oe 7.5 7.5 185 6" 1 4821 20.5 20.5 20.5 235 �4" 2 4821 22 22 22 219 6" 53 VerTech Engineering Project: M L G u i r -U (oa rCne-,) Page: Engineer: q T Date: 3 UZ Design of : Shear Walls Stability Overturning Overall Resistive Gravi OT OT Ri-ghtin-q Net Length Length Load HeightMoment Moment M/D Wall (ft) (ft) (1h/ft) !ft) (ft -IM If+_Ik% Ilk\ A 37 37 500 12 18300 342250 -7830 A.5 8 8 500 12 18029.42 16000 _ 454 B 18 18 150 12 31596 22968.75 624 C 20 20 150 12 63804 28518.75 1956 D 8 8 150 12 16632 4218.75 1711 1 21 21 500 12 57852 105062.5 -1790 2 22 22 500 12 57852 121000 -2320 Design of : Shear Walls Stabili Overturning Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) fH_Ihl fft_I1,\ ilm A 0 0 0 0 A.5 7.5 12 16903 14063 566 B 0 0 0 0 C 0 0 0 0 D 0 0 0 0 1 0 0 0 0 2 0 1 0 0 0 0 sv PROJECT -M C, C-1 ui 1-0 ENGINEER A DESIGN OF L alcx,-o VERTECH ENGINEERING 77 P� 09ge(j. -22GVk6 C'n P I A k I I hn ej load -(cad/ � 4-0 a Q 24 O 1 ---� 14-40: 16 PAGE. DATE I I - -- - -- - -- - -010 I (� II V 2 II I II II II II II II II II II I --------------------- II -- II II II C' rl I I II II II 1 1 1 1 1 1 1 1 1 1 1 1 II �1 II ----------------------- - II II II II I II I I I II I II I I II � II II II � II II II I II II I II II � , 5(c PROJECT ^ VERTECH A'ENGINEERING PAGE ENGINEER J 2 v 2 DATE DESIGN OF Cir av 4v ( bec,ry-, s) - C -ac ,( oc. M = 3�) ) 542 -�r+ — 16 v = bI-2-1 ►b EL 23&o 3 x t0`- Ib- 2- S X 15 '244:--V4 (-:7 LS e Is �" C'1Gr'G �l I-IeC��� (_ = 9 9 V, -- 40(00 b s `/b x 9 -r = nb f-4 - ib 6 Cox 10 DF-� _ ` 1 .)'6 � 3 1�pJ M = q c� ►-+ -16 3187 ib EZ = 44$ x�0,a iii-;Y,a- PROJECT Mr/�C-j�'Uirc) VERTECH ENGINEERING ENGINEER /`1`J . PAGE DATE --2,/,..)-2 5-9 Beam Sizer Design Program Project: McGuire Residence VerTech Engineering Date: 3/20/2002 Location: B1 Slope of roof ❑ valley Beam Dead Load 8 :12 Select Beam Width 5.125 in Live Load 16 psf . 20 psf Glue Lam 24F -V4 .,, ❑ Round Member TULL Defl. Criteria (U) 240 360 Fb' Horiz. Member Length of Beam 18 ftFv' 2289 psi Width tributary to beam: 23 ft 190 psi Unbraced Length 2 ft Height Required CD 1.00 CF 1.00 A Req'd 15.0 in^ CM 1.00 Cv 0.95 S Req'd 64 in 2 Ct 1.00 Cfu 1.00 1 Req'd 192 in^3 Cf 1.00 Cr CH 1.00 Controlling Design 1316 in 4 Bending 1.00 Cc 1.00 CL 1.00 Fbe= 27965 le= 4.1 RB= 5.3 Fb'= 2400 Total Uniform Load 902 plf Mmax 36542 ft -Ib Vmax 8121 lb ❑ Shear at d from face? EI Req'd 2368 '10^6 #-in^2 . Beam Sizer Design Program Project: McGuire Residence VerTech Engineering Date: 3/20/2002 Location: B2 Slope of roof Dead Load Live Load ' TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00. Fbe= 57214 RB= 3.7 Total Uniform Load Mmax Vmax EI Req'd le= Fb'= ❑ Valley Beam 8-:12 Select Beam Width 5.125 in 16 psf EJ Round Member 20 psf Glue Lam 24F -V4 � El Horiz. Member 240 360 Fb' 2395 psi 9 ft Fv' 190 psi 23 ft 2 ft Height Required 7.3 in 1.30 A Req'd 32 in^2 1.00 S Req'd 46 in^3 1.00 1 Req'd 164 in^4 1.00 Controlling Design Bending 1.00 4.1 2400 902 plf 9136 ft -Ib 4060 Ib ❑ Shear at d from face? 296 '1016 #-in^2 6c Beam Sizer Design Pro r g gam . VerTech Engineering Project: McGuire Residence Location: B2 Date: 3/20/2002 Slope of roof 8.:12 Select Beam ❑ valley Beam Dead Load - 16 psf Width 5.125 in Live Load 20 psf Glue Lam 24F-V4 �, ❑ Round Member TULL Defl. Criteria (U) 240 360 Fb' 0 Horiz. Member Length of Beam 9 ft Fv' 2395 psi -Width tributary to beam: 23 ft 190 .psi Unbraced Length CD 2 ft Height Required 1.00 CF CM 1,30 A Req'd 7.3 in 1.00 Cv Ct 1.00 S Req'd 32 in^2 1.00 Cfu Cf 1.00 1 Req'd 46 in ^ 3 1.00 Cr CH 1.00 Cc 1,00 Controlling Design 164 in^4 B ending CL 1.00 1.00 Fbe= 57214 le = 4.1 RB= 3.7 Fb'= 2400 Total Uniform Load 902 plf Mmax 9136 ft-Ib 4060 Ib ❑ Shear at d from face? El Re EI Req'd 296 '10^6 #-in^2 Beam .Sizer Desi n Program g Project: McGuire Residence VerTech Engineering Location: B3 Date: 3/20/2002 Slope of roof El valley Beam Dead Load 8 :12 . Select Beam Width 5.5 in Live Load 16 psf 20 psi DF -L (N) #2 - ❑ Round Member TL/LL Defl. Criteria (LJ) 240 360 Fb' 0 Horiz. Member Length of Beam 14.ftFv' 1132 psi Width tributary to beam: 2 ft 85 psi Unbraced Length 14 ft Height Required CD 1.00 CF 1.30 A Req'd 5.1 in CM 1.00 Cv 1.00 S Req'd 10 in^ 2 Ct 1.00 Cfu1 00 1 Req'd 20 in^3 Cf 1.00 Cr CH 1.00 ControllingDesign g 61 in^4 Deflection 1.00 Cc 1.00 CL 1.00 Fbe= 13465 le= 25.8 RB= 7.2 Fb*=" 1138 Total Uniform Load 78 plf Mmax 1922 ft -Ib Vmax 549 Ib ❑ Shear at d from face? El Req'd 97 *10^6 #-in^2 n &2- Beam Sizer Design Program g VerTech Engineering Project: McGuire Residence Location: B4 Date: 3/20/2002 Slope of roof ❑ valley Beam Dead Load ' 8 :12 Select Beam Width 5.5 in Live Load 16'psf 20 psf DF-L (N) #1 ., ❑ Round Member TULL Defl. Criteria (U) 240 360 Fb' O Horiz. Member Length of Beam 12 5 ft1427 Fv psi Width tributary to beam: 13ft 85 psi Unbraced Length 2 ft Height Required CD 1.00 CF 1 1010.2 A Req'd in CM 1.00 Cv 1.00 S Req'd 56 in^2 Ct 1.00 Cfu 1.00 1 Req'd 84 in^3 Cf 1.00 Cr CH 1.00 Controlling Design 280 in^4 1.00 Cc 1.00 Shear CL 1.00 Fbe= 41927 le= 4.1 RB= 4.1 Fb*= 1430 Total Uniform Load 510 plf Mmax 9961 ft-Ib Vmax 3187 Ib ❑ Shear at d from face? EI Req'd. 448 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: McGuire Residence Location:. B5 Date: 3/20/2002 Slope of roof ❑ valley Beam Dead Load � 8 :12 Select Beam Width 5.5 in Live Load 16 psf 20 psf DF -L (N) #1 - El Round Member TULL Defl. Criteria (U) 240 360 Fb' O Horiz. Member Length of Beam 8 ft Fv 1688 psi Width tributary to beam: 13ft 85 psi Unbraced Length CD 2 ft - Height Required 1.00 CF CM 1.30 Req'd 6.5 in 1.00 CV 1.00 S S Req'd 36 in^2 Ct 1.00 Cfu 1.00 1 Req'd 29 in^3 Cf 1.00 Cr CH 1.00. Controlling Design g 9 73 in14 1.00 Cc 1.00 Shear CL 1.00 Fbe= 65511 le= F 4.1 RB= 3.3 Fb*= 1690 Total Uniform Load 510 plf Mmax • 4080 ft -Ib 2040 Ib ❑ Shear at d from face? EI R El Req'd e 118 *10^6 #-in^2 ' PROJECT _ M (, U 1 Y --j ^ VERTECH ENGINEERING ENGINEER A3 DESIGN OF GrcAy I- i* (COd u m S — LAQr GI vg► Co x (o F,3 c2 CA - v g2• = 4C)(00 16 4 x Co r 2 v'63 = 5 ,�-9 16 �- x 2 y • PAGE • DATE r A 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: McGuire Residence Comments: Date: 3/21 /2002 Wind Speed: 75 mph Importance: 1 Exposure: g ❑ One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A Elevation Elevation Elevation Windward Wall 20 30 40 Leeward Wall 7'8 8.8 9.7 Roof -4.8 -5.5 -6.1 ---- Leeward or Flat Roof Windward Roof -6.8 -7 7 -8 5 Slope <2:12 _ 212 10 <9:12 -6.8 -7.7 8.5 9:1 2 to 12:12 -8.7 2.9 -9.9 3.3 -10.9 3.6 >12:12 3.9 4.4 - 4.9 Wind Parallel to Ride 6.8 7.7 8.5 Method 6 -6.8 -7.7 -8.5 -.__.. On Vertical Projected Area Structure <= 40' High Structure >40' Hi h 12.6 14.3 15.8 On Horizontal Pro ected Area 13.6 15.4 _ 17.0 Elements and Components not in 7.7 8.5 areas of discontinuity Wall Elements ` All structures Enclosed and Unenclosed Structures 11.6 13'2 14.6 Partially Enclosed "11.6 -13.2 �• -14.6 Parapet Walls -15.5 17 6 -19.4 Roof Elements -126 126 143 143 158 15.8 Enclosed and Unenclosed Structures . Slope <7:12 71210 1212 -12.6 -14.3 158 Partially Enclosed -12.6 12.6 -14.3 14.3 -15.8 15.8 <2:12 _Slope 212to712 -16 5 187 207 >7:12 to 12:12 -15.5 7.8 -17.6 8.8 -19.4 9.7 5 Elements and Components in "18.7 18.7 -20.7 20.7 areas of disc Wall Corners ntinuity _ -14.5 11.6 Roof Eaves, rakes or ridges without -16.5 13.2 -18.2 14.6 overhangs Slope -- 2 12 t 7 1 -22 3 -25.3 _07 o o 2 >7:12 to 12:12 Slope <2:12 at M -25.2 -28.6 -15.5 -17.6 _19 canopies _27 1 -30.8 -34.0 LP CP 1997 UBC Static Seismic Forces VerTech Engineering Project: McGuire Residence Date: Comments: Tower Units: Zone = 3 0.0396 0.1636 Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 • Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 40 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS TA = Ct(hn)°" Max TB = 1.4*TA VEQ = (Cv*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH ff- = 0.318 8 EQ: CvI/RT = 0.3086 0.3087 V/W: VEQ = 11.2 11 V: Ft = 0.00 MIN V MAX V -USE 1* a* 2.5*a*/R 6.0 0.0396 0.1636 1.4 6.0 3/21/2002 Kips & Feet (UNO) LEVEL ROOF STORY HT 10 HEIGHT 40 WEIGHT 9.8 HT. X WT. 392 VEQ 2.4 E 2 MOT 24 Diaphragm 2 10th 0 30 0 0 0.0 2 24 0 9th 0 30 0 0 0.0 2 24 0 8th 0 30 0 0 0.0 2 24 0 7th 0 30 0 0 0.0 2 24 0 6th 0 30 0 0 0.0 2 24 0 5th 0 30 0 0 0.0 2 24 0 4th 0 30 0 0 0.0 2 24 0 3rd 15 30 12 360 2.2 1 5 94 3 2nd 15 15 14.6 219 1.4 6 184 3 1 st 0 0 0 0 0.0 6 184 0 ' PROJECT,, / ` 1 tr Cl L4 1 r(Z `�.) s A T VERTECH ENGINEERING ENGINEER DESIGN OF La+ex a Ind cOn+( A5) 0 C�1 13 %) (I s's PST) 15441-6 CID T2 (619 se- isw,ic. B5 -:i1-6 (o16 v. S001 15 4416 (33g3►�,) 33 -7 22. (a 816 5(a (01 16 'PAGE --k DATE 3 O 15% 151 em /(.01 = 14 33`?3/18 -- 189 Co 3IS 31SP1� ec�oje nG VerTech ..Engineering - RESPONSE TO PLAN CHECK Project: McGuire Residence 819 Westgate Court Chico,, CA 95928 APN: 039-220-047 and 048 Building Permit Number: 02-1300 Non -Structural Comments: 1) by others 2) Structural ='11997 UBC 3) by others 4) See note 1052.2a, 2/S2.2b and 2/S2.3a 5) See note 5/S2.2a C- i by others 7) by others 8) by others 9) by others 10) by others 11) See S4.0 for revised section views 12) by others 13) by others 14) n/a 15) by others 1 rll%M LAY others 17) See S2.1b, 18) by others Structural Comments: 1) See attached revised calcs 2) 2400# drag truss coordinated with truss designer VerTech Engineering Project: M C, (�,� � r Ci ( Vn r� Engineer: AT V Desian of: Shear Walls Framina Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallILS (ft) u Ll Ifltm 0n A 1646 10.5 10.5 10.5 157 6" B 'r r • . c 6" C VerTech Engineering Project: M C, (�,� � r Ci ( Vn r� Engineer: AT V Desian of: Shear Walls Framina Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallILS (ft) u Ll Ifltm 0n A 1646 10.5 10.5 10.5 157 6" B 3512 _ 20 20 20 176 6" C 3731. 11.5 11.5 11.5 324 3" D 1975 23 23 23 86 6" 1 2822 _ y 32 / 32 32 88 6" 2 4410 12 12 12 368 3" 3 4410 16 16 16 276 4" 4 1588 13.5 13.5 13.5 118 6" IS .. '.'�. a 4tit � ♦ _ ti w 1 Ca _Y C VerTe_ch Engineering Project: G u i r ( V)nU SPi Page: Engineer: Al Date: /o 2 Design of: Shear Walls Stability Overturning Overall Resistive Gravily OT OT Righting Net Length. Length Load Height Moment Moment M/D Wall (ft) (ft) (1h/ft) (ft) tft_IM If+_iM rn,N 5 5 150 1-3 10699 12067.1881 1684 Segment Segment OT Righting Net Length l , LA M/D Wall (ft) (ft) Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft-lbl ' (ft-Ib1 (Ihl A B C D 1 2 3 _4 0 0 0 0 5.5 9 8692 2269 1209 0 0 0 0 7 9 5410 3675 300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,r <1, Project: Location Beam Design Program VerTech Engineering McGuire - Floor Joist Response to Item 4 Date: 1/15/03 XP P 11V[ Wu R7 Lmaln Lc ant �� R2 LMAIN 17Zft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 16 0 Wt (psf) 0 0 P (lb) 0 0 at Xp= 8.5 ft Section Loc 8.835 ft Beam E 1900000 psi Beam 1 244 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U ) 360 240 Unbr. Len 2 ft Beam Width 1.75 in Beam Height 11.875 in j Microlam CD 1.00 CM 1.00 Ct 1.00 CL 0.94 CF 1.00 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 915 psi Fb' 2447 psi TL Defl 0.36 in Allowable 0.88 in LCANTILEVER 0 ft ❑ Graph Values? O Beam Shear at d from face? FLL SL Ems(, WL 20 0 0 0 0 0 0 0 250 0 0 0 Active Section Location LL Defl (in) -0.23 Q Include Self Weight? Trib Width 1.33 ft 0 ft Check Beam Size Beam Envelope Max Min M (ft-lbf) 3156 950 V (Ibf) 0 -120 Defl (in) -0.12 -0.36 R1 (lbf) 604 215 R2 (lbf) 594 215 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.23 Q Include Self Weight? Trib Width 1.33 ft 0 ft Check Beam Size Beam Envelope 40 psi Max in M (ft-lbf) 3136 0 �=ivrt V (lbf) 550 -505 O DO (in) 0.00 -0.36..____..,_ LL Defl (in) 0.00 -0.23 Notes: None Fv 40 psi Fv' 285 psi LL Defl 0.23 in Allowable 0.59 in Beam Design Program VerTech Engineering Project: McGuire Location: Floor Joist Response to Item 4 Date: 1/15/03 Xp P Wt V� Wu Lmain Lcant V R1 R2 .- LMAIN 17.67 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 16 0 Wt (W 0 0 P (lb) 0 0 at Xp= 8.5 ft Section Loc 8.835 ft Beam E 1900000 psi Beam 1 244 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (U ) 360 240 Unbr. Len 2 ft Beam Width 1.75 in Beam Height 11.875 in Microlam 0 -0.25 CD 1.00 CM 1.00 Ct 1.00 CL 0.94 CF 1.00 CV 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 914 psi Fb' 2447 psi TL Defl 0.38 in Allowable 0.88 in LCANTILEVER Max 0 ft ❑ Graph Values? FA Beam Shear at d from face? FLL SL EQ WL 40 0 0 0 0 0 0 0 0 0 0 0 Active Section Location LL Defl (in) -0.25 ,R) Include Self Weight? Trib Width 1.33 ft 0 ft Check Beam Size Beam Envelope Max Min M (ft-lbf) 3132 950 V (Ibf) 0 0 Defl (in) -0.12 -0.38 R1 `(Ibf) 709 215 R2 (Ibf) 709 215 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.25 ,R) Include Self Weight? Trib Width 1.33 ft 0 ft Check Beam Size Beam Envelope 45 psi v 285 psi LL Defl Max Min 0.59 in (ft-lbf) 3131 0 CExoV.,,M k\ - V (Ibf) 629 -575 Defl (in) 0.00 -0.38 LL Defl (in) 0.00 -0.25 Notes: None Fv 45 psi Fv' 285 psi LL Defl 0.25 in Allowable 0.59 in MC-, u ► r¢ C -T.) • PROJECT VERTECH ENGINEERING fi ENGINEER AT DESIGN OF Lo-%ec a lYnj \ con+(a1 S) O.. (G - 12') 0 S,8 9 s t ) --:-C> 184916 ( cl,, ,1-2 ') (I +. )�s o 154416 8S-416 9(o16 CI 5001b 0 1 bi-916 01111110 31 Q - i5 4414 o 16 c. 5c0 cz, 1 1 b) 31 IL PHDG ND( Ed Wd00:ZT 2002 82 'Qa3 EOTT 668 02S : 'ON XUJ C_ "dw PAGE Z DATE 3� (1-.0m1r0 2420) OF 30tpl f 10 4 "C6 L, tr1Qi 5to�•t �18 315 ►5 g" ecl�,c vac;,; , BUTT COUNTY ULDING D P TNiENT APPROV D ONIa33NION3 HD31d3n : W08A IFIRORIDUO Durr"'I GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected O POWERING YOUR FUTURE I inverters making them both easy and cost-effective to install. More Energy MIXTm Concept allows your system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 60 years and has more than 125,000 inverters installed worldwide. O POWERING YOUR FUTURE I EEE Input data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500_ -LV Recommended PV power (Wp) 3000 -5000 4000- 6300 3600 -5500 Operating DC voltage range (V) 150 -450 150- 450 150-450 Max. DC input voltage (V) 500 500 500 Max. usable DC input current (A) 26.1 33.2 29.3 Output data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Maximum output power (W) @ 104°F/ 4000 1 5100 4500 Nominal AC output voltage (V) 240 208 Operating AC voltage range (V) 212 - 264 (240 +10% / -12%) 183 - 227 V Maximum AC current (A) 16.7 21.3 21.6 Maximum utility back feed current (A) 0.0 0.0 0.0 Max. continuous output fault current (A) 35.2 35.2 35.2 Nominal output frequency (Hz) 60 Operating frequency range Hz) 59.3 - 60.5 (60+ 0.5 /- 0.7) Total harmonic distortion (%) < 5 Power Factor (cos phi) 1 1 General data FRONIUS IG 4000 FRONIUS IG 5100 FRONIUS IG 4500 -LV Max. efficiency (%) 95.2 95.2 94.4 Consumption in stand-by (night) (W) < 0.15 Consumption during operation (W) 15 Protection Type NEMA 3R Cooling Controlled forced ventilation Size Ixwxh 28.4 x 16.5 x 8.8 in (720 x 418 x 223 mm) Weight 42 Ib. (19 kg) Ambient temperature range -5 to 122 °F (-20 to 50 °C) Integrated DC and AC disconnects standard Protections Ground fault protection Internal GFDI, in accordance with UL 1741 DC reverse polarity protection Internal diode Islanding protection Internal, in accordance with UL 1741 Over temperature Output power derating Surge Protection Internal DC & AC protection, Tested to 6 kV Compliance Safety UL 1741 EMI FCC Part 15; Class A & B Anti-Islanding protection UL 1741 Ground fault detector and interrupter Compliant with NEC Art. 690 requirements, UL 1741 Miscellaneous Maximum AC over current protection Two -pole, 30 A circuit breaker AC wire sizing Use minimum AWG 6 max 194°F (90 °C) copper wire DC wire sizing Use minimum AWG 6 min 194°F (90 °C) copper wire AC disconnect 32 A DC disconnect 40 A Warranty 5 Years; 10 Year extended warranty available Distributed by rr�onius Fronius USA LLC Solar Electronic Division 5266 Hollister Ave., #117 Santa Barbara, California 93111 E -Mail: pv-us@fronius.com www.fronius-usa.com G a RESIDENTIAL SYSTEM MODULE 167 WATTI POWERFUL. ATTRACTIVE. RELIABLE. MULTI -CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 167W MAXIMUM POWER Designed specifically for peak roofs, Sharp's ND -167U1 photovoltaic modules offer industry-leading performance and aesthetics. These residential modules give the clean, attractive appearance of a high-tech skylight while the black anodized aluminum frames and trim strips blend beautifully with the home's exterior. In addition, an 'T" hook design located along the frame's perimeter ensures easy integration with the residential system mounting hardware. Perfected by Sharp's nearly 45 years of research and development, these modules allow for maximum usable power. An anti -reflective coating provides a uniform blue color and increases light absorption in all types of weather conditions. Sharp's ND -167U1 modules are a breakthrough in technology and aesthetics. The laminated glass module is glazed Sharp's residential modules with black frames into a high torsion black anodized and trim strips are ideal for peak roofs, and aluminum frame. allow for the seamless integration of the system into the home's design. FEATURES •High-power module (167W) using 48square multi -crystal silicon solar cells with 12.6% module conversion efficiency •Bypass diode minimizes the power to caused by shade • Black anodized aluminum frame and" L" hook design located along frame perimeter for easy integration with residential system mounting hardware • Water white, tempered glass, EVA laminate, and a weather- proof film yield long -life modules while enhancing cell performance 'Nominal 16 VDGoutp is an ideal match for the Sharp multi -string 1111 inverter • Manufactured in ISO 9001 certified facilities • UL Listings_ UL 1703, CUL. RESIDENTIAL SYSTEM MODULE ELECTRICAL CHARACTERISTICS Cell Multi -crystal silicon No. of Cells and Connections 48 in series Open Circuit Voltage (Voc) 29.OV Maximum Power Voltage (Vpm) 23.5V Short Circuit Current (ISC) 7.91A Maximum Power Current (Ipm) 7.1A Maximum Power (Pm)� 167W Minimum Power (Pm)* 150.3W Encapsulated Solar Cell Efficiency (>1c) 14.39 Module Efficiency (r)m) 12.60% PTC Rating (W)** 146.63 Maximum System Voltage 600VOC Series Fuse Rating 15A Type of Output Terminal Lead Wire with MC Connector IV CURVES Cell Temperature: 25'C 9 180 I= WWI B I. 800 [WWI 6 120 6 600 [wmtl u 90 U a 3 60 2 w 00 o s 10 is 20 25 30 Voltage [VI — Current vs. Voltage Power vs. Voltage Current, Power vs. Voltage Characteristics 167 WATT MECHANICAL CHARACTERISTICS Dimensions (A x B x C below) 52.28 x 39.53 x 1.81'/ 1328 x 1004 x 46— Weight 35.27lbs / 16.Okg Packing Configuration 2 pcs per carton Size of Carton 56.3 x 42.52 x 5.12'/ 1430 x 1080 x 130mm rD t+) G 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 A E B F rD t+) G �® (–I A B C D E F G 52.2871328mm 39.53'/1004mm 1.81746mm 10.27259mm 15.75/400mm 37.13'/943mm 25.16'/639mm 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. SHARP I be sharp - Sharp harp - Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647 Tel:1-800-SOLAR-06 • E-mail:sharpsolar@sharpusa.com • www.sharpusa.com/solar 02003 Sharp Electronics Corporation SSD -03-009 Printed in the USA Tlrrcad: 'hut fart :. .- 1- _ j2r�ntan►r to�lip _ anncl � ga Chann�'i y:'�ui7lurs . 1+„ Lb�a.. CL � 1000 G' jr- r lJ Mine SELECTION CHART foe.Ckam* Materials aad Dole71 Paterps M 0 M liU AUDI N1 12 0a. B22 131s"Ht.V — > 1 . 1 11 — 11 � 18t" • •Nth lsh" JL H 12 Oa. .los 12 Oa. 12 1134 13 113� .. 13M171 13) 14 Oa. ASO 14 Oa. 1404• -17 1 113 1 11 Bu 13fi"' t lsf� 4 16 Oa• — B3z f�i" 13M Nt_fi 12(4: 8� 1" 1%* (41 3) Ga.Ga. 1352. tshC 13/x' 1 — f2 Oa — 11. .. 1 13 — 1 354 13114* I -W 12 Oa. — 12 Oa - — f JL BSS WM N1M 14 Oa_ An 14 Ga. 14 Oa• 113 .4 1 1131 — 11 � ' 1=M H130 16 0a. Biz ?3h6' fm� W�la Ga. — _ x 1 1• — 1 �A) SK' ( 16 Ga. _ o ' 3•l�e seketion has boea— — — • — — � "arod•b provW a tefar mr bk vauoos laic Paha: m defined b7' aombas 14b¢u �°°�,oband hak pauaas• I&d=d types aramA. for e SOON suul=tod W16 Lose PA= are a uAt on Red8 ocdm oo}y "dvalcut for &umcssa dorm in ciwL . 12 Ga.a2Amm �� =12 1 mm , 14 Ga. � 19 mm ISQa•305-2-6 16Oa. —ISmm �am 3 -Typo 304SWd=SWd -Typo 3161 Pcopatim may vary due to oommec w Sac,=, of tha material• • C6aoad P�m�°�L �,pl . � 7:=3— andT'Pe a ns Pate{ay B12 S SH cRN 120 U B22�$ �3 240 . B24 B32 B4? AL 854 ' B56 B62 1'37016 � a pago 14 fee gener1 fitting and ataodacd finish • 15 -322 CHANNEL -Shadard lwg Vq5r2))i::Io- *Stmdard:m� 901 T* 304 a 316. Ahmuncon . 3/$" (4LS) 3/g- re 1(� the (aj H�y imn U) y g ... 13he SECTION PROP E3 B2Z 1.910 (2.t4j O ,Jw1.124[:(j� Om CUA 931 BZn[ 6.649 �►,� ( 1956 � •� �'� (140 Lm or.e�son 701 �� 1:4s6 (3.70) 1.1 12027 (u.M 7S1 (uQ rror«� ice bamod on,kw ,� + y � � a�a-«mea sba nen lam. 4r y (413) 3 x x 025) y t3/16" MA) rn B2 3 0 LbsJFL (5.65 l& isle (41.) u W4 A 20 pap 14 for genal fitting NO ward fmisb m Installation Manual 802 — SunFrame'" Code -Compliant planning and Assembly UNMAC Table I SunR-ame7m Loads (pounds per footings at Standard Rafter Spacings ro mac ood0ourdestnpoincloads (*TQdtr pQ jaat rrg� must beat or abo►e dw I60t oontaa thr'7{ac F- umuuwa- The installer is so* MM the roof withstand drew responsrikJ°r "`►if W �poW ��' JoOMW sparing times dieMil spadq times the design wwdp ore from based on For design wmdp=wM values greater than So pounts persquare Table 1. Minimum design SM bad 14waam ass firaca'on of I*nf xfm desjm kw had deQ-,a rL'alr'Karr at a krr'cdori of de*n de*" wkdprtssurr bad 20 psf 30 psf 40 psf So psf dead bad 20 psf 30 psf 40 psf Sops ASE 300 24" rafte 58 248 373 497 621 32" rafter 0-4 sparing 77 331 24" rafces,C120 r KC125G (ice sPadr 34 187 281 374 468 497 662 828 48' rafter" "ft 116 497 745 NA* NA* 32" after sP�C 45 249 374 499 623 AsUvPv~APi100, AM 10 4(r�OOtI raft er �°Ot� sPyO"g 374 S61 748 NA* rafter &ft 32 rafter� 33 191 291 387 484 44 242-C K " rafter KC( I�SEG /�K vI C7G 28 169 2S4 339 423 2SO 36 48" rafter space 66 387 581 776 Ns 32" rafter "st�L 37 226 339 4S2 564 AsUvPv~APi16S, APi173 S6 339 S08 677 847 24' rafter "dVPhotowatt 34 194 291 389 48S 32" rafter ice) sexing 46 2S8 PW 1250 24' rafterY; 30 163 24S 327 ' 408 388 5S 17 rafte r t�°°ti w +e 69 388 S82 775 NAs 32" rafterKOOK ( Wa*c 39. 218 327 436 S44 BP Solar 310.4 140. 51 To, SXI SO 48" rafter (Wot) Waft 59 327 490 653 817 „ rafk �00� sP +g 33 208 313 417 $21 44 278 Phobowatt PVYI6S0 24" rAw (foot) spacing 31 162 244 32S 406 417 S 694 48' rafter" Vaft 67 417 625 83333 32" rafter (foot) =P�g 41 216 325 433 S41 NA* EC94,EC102,EC110 (foot) s 48' rafter I*V 62 32S 487 649 812 2vergreen 32" raft,"35 278 312 416 S20 Vu*V �OOt% �g 46 277 Sharp 70,140 24" raft, (foot) spaarrg 26 1S3 229 306 382 416 SSS 693 4„ raft, sPacirg 69 416 624 832 32" raft, (Foot) sped v 34 204 3% 408 S 10 NAs 48" rafter (foot) spacing S2 3% 459 612 765 . ?r �Y.4 not applicable. New&Now toed/load (roe bad pros dead k 4 co Sharp 16S. ITS, I as = exceed'AWPow'ds pe'fOOt v 24" rafter ( sPackC 35 207 310 413 517 3r rafter (foot) spade 47 276 413 SSI 689 Table 3. Lag Screw Design Pull-OutValues 4r rafter Vadrtg 70 .413 620 827 NA* (Pounds per embedded V thread depth) � ra61 24" t t� sparing 2s 174 • 261 349 436 inTypical RoofTruss Lumber " 32 rafter" 37 232 249 40 S81. —......_ .__.___._..._.._�.— 48" rafter (f004spaft SS 349 S23 697 871 ----Shed SQ140,SQISO,SQI60 4 •S/l6" MUMN 24"Mfttr � spacing 32 213 319 425 531 Iffill Douglas fir—larch 030 266 304 3r rafter �L 48" rafter ( sl' t 43 64 283 425 6M42S 638 567 850 708 NAs Douglas Fir—So A 0•'16 235 269 • �e 'w 800 -Ne- New allow tore/ And (Vm bad plus dead bad) to P m M 1 Wv 650 f 0.46 235 269 exceed 1.000 pata'dt peri6ao W -Hen—Fir 0.43 212 243 Hen—Fir (Norvir) 0.46 23S 269 Thread Southern Pint OSS 307 3S2 �m SPruce. Pira. Fir 0.42 20S 23S SPuce, Prue. Fir (E of 2 rr Mon psi and high, V -&des of MSR and MEL) 030 266 304 S'ourcex UBC r991, Amen= Wood Comoro Not= (l f Thr lead must be anbedbredin a rafaer or othersowwraf roof RI Puff -out rAw kworpomee a 1.6 safegbcror•recwv"ea&d br die Amaian wood t.orauj (3) See UBC brregrdred eQ7e &wx+e, OW 7' I - -- THE NEW VALUE FRONTIER KyO-CE-Ra � - KC175GT HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE LISTED HIGHLIGHTS OF KYOCERA PHOTOVOLTAIC MODULES MODEL KC175GT I Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. These cells are encapsulated between a tempered glass cover and a pottant with PVF back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KC175GT is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems QUALIFICATIONS ■ MODULE N FACTORY UL1703 certified IS09001 and IS014001 PERFORMANCE WARRANTY 1 year limited warranty on material and workmanship 25 year" limited warranty on power output SPECIFICATIONS ■ Electrical Specifications ■ Phvslcal Specifications (unit: mm1 Muurt- KC175GT Maximum Power 175Watts Tolerance +10%/-5% Maximum Power Voltage 23AVolts Maximum Power Current 7 47Amns Width 36mm ■ Thermal parameters Nominal Operating Cell Temperature 47°C Isc Current temperature coefficient (3.18 x 10-3) A /°C Voc Voltage temperature coefficient (-1.o9x 10-1) ViC Note: The electrical specifications are under test conditions of Irradiance of 1 kw/m2, Spectrum of 1.5 air mass and cell temperature of 25'C Kyocera reserves the right to modify these specifications without notice. Th; �� �� BYOI 011lcO l 10 Iu00 VI vulFlul IO not more than 10% of the minimum warranty value of the product specifications within 12 years and is not more than 20% within 25 years after the purchase of the product by customer. The output values shall be those measured under Kyocera standard measurement conditions. Regarding the warranty conditions In detail, please refer to Warranty Issued by Kyocera.) [FROMOU0 o(2 GRID -TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight At 42 lbs, the FRONIUS IG inverters are the lightest grid -connected O POWERING YOUR FUTURE inverters making them easy -to -install More Energy M IXTm Concept allows your. system to output more energy under part -load conditions. Lower Cost Integrated DC / AC breakers reduce installation time and complexity. LCD Display Comes standard with every FRONIUS IG and tracks more than 20 critical system performance parameters. Powerful At 4000, 4500 and 5100 Watts, these inverters deliver more power output for higher performance installations. Reliable Fronius has been in business for over 50 years and has more than 100,000 inverters installed worldwide. O POWERING YOUR FUTURE V� \V VY'aL-' IY1'V V m 1 L— L—' \W- .1 V L.0 L" (116) SHARP 167W PV- MODULES '(1) F.RONIUS I -5100-INVERTER _ o (3) .FRONIUS.IG-4.000,.INVERTERS Q cs :k'%.+�'p'�L'.ry CN 'dS°^*1.'r.a'��+t-\. u^.•' J�` .,.g /}r py�y , � � ,:'!>r"Ft,.44,�2-,ry�i r;'d,�4�P®vp��Ir��1}4 i� O`. ..•,id .�:, r�-.t-y, ,gc-.l;ll art' .^:.'"vy'%V,�2 rF g �9Vy4:. - e— • ,r�Mrt' .a� >FG- _ `ta?r. §., a -,.,Y., ,lw� `°. R� .`x;' r �. •> - - J u . Lb.�k. 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V] 00 ��� � n�i�%„�)t,i+�,Sres � 7 rr•' ���1� ` r � ,t ti .,� c'eGl i , > t+ S �.� ,:,, �� � ye'tit r..rr��•''''r - �l�G Ji• � t t�� 1"iS" �•�t 1. > �h< 3Y•r,•tX: � }'�,Tr - 71 Y��t„S� r 7`rc ,t I' !ry,%�'i- ° � r. - -,F rAti •rTi , ]�L 3 r 3 til s>^. ae4a . n$ fa7 f + ro 't Cp �' R. a us C�iL DruwnNG rvPE: u`F' 77ic•'i'�'+ Y �`�., �''y r f •P.i�- y , �^�E �r`,,��1•„ fx b' e L- r -r 4'{'�5c, � ✓,S?f- {'t>4wri-33r`aL��v qYJc 4�-.r,y..t /xx�N-.c irl:�•K i�rry'sFl , �, n�Ya{ - ” COVER SHEET oRtee JOB:' r' x[cd wz�r F (hirv4ii ssa4 4r `s'hr3 i MCGWIRE �.rrr Y�� �v1 �J y��%t'l4Yj�%`trµ—; lur�rria ��Y'� •y4.+ as+ �y.�'•�S r e"�' r>'�x +R•z. k'M�,arrfykj a �1�•,.. F"' sg '� � ! 1{� S� .,. DRAWN BY: ^' `-'�SS2' a�wt�`,�..iG,+V'�•'d ��I".1�aG�{ c t'-�p Y+�, ,+,r n' 5 - ATOM MCCAMBRIDGE ry' s. 415f747-7039 PROPERTY OF SPG SOLAR, INC. Cskv`t3 ' c�•J r "}r>}-Ie,",:a af -� jar • CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER DATE•. > �.K. t�•Y � y r� z c "v��r fi rt k a u 3tiF 3/2216 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG fy SOLAR, INC. AND SHALL NOT BE SCALESCALE�'. it yyrt-x �"' s�trir ''� <�• bK };r�r'''�yTs• jt 2r'�"r�y +� ,f�,A: tiff t-; ! .. r e�� 5�:^��� ��ya �_.w,�y?�,�.•7�r `�'���� ��i1 � .PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NTS OR IN PART, FOR ANY. PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET. PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. k.• .r?c4'?":`i+±r:x;` ,.i' zYY1 m.,.,�^.�`at'Y� r a �4r;�'� '' ;C:-�* i,. ` i:y '{ y..� :�. .� ..: .. - ALL RIGHTS RESERVED- MCGWIRE 16KW PHOTOVOLTAIC ARRAY PROPERTY LAYOUT GROUND MOUNTED PV ARRAY SCALE: 1" =.l 28' @ 15 DEGREE TILT 200A MAIN SERVICE (116) SHARP 167W PV MODULES AND AC DISC - PORTRAIT ORIENTATION /IAI\/CMTCMC / C%1 IMMAAICI f'1A1 QAl%1!\ EXISTING RESIDENCE 1-2" SCHEDULE 80 PVC @ 18" DEPTH (2) 1 / 0 THWN-2 CONDUCTORS (1) #6 THWN-2 GROUND PROPERTY OF SPG SOLAR, INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. Z Q O .o 0 o Q a rn a O U <Q O w� U a Q Lu o 00 00 DRAWING TYPE: PROPERTY LAYOUT N O IX w um,r a ti U g.Q U , w m v M O 0: o o ai�vu') MCGWIRE DRAWN BY: ATOM MCCAMBRIOGE 415!747-7039 DATE: 3/22/6 SCALE 1" = 128" SHEET: Q .o 0 o a rn a O <Q w� U F � rn Q W 00 00 DRAWING TYPE: PROPERTY LAYOUT MCGWIRE DRAWN BY: ATOM MCCAMBRIOGE 415!747-7039 DATE: 3/22/6 SCALE 1" = 128" SHEET: SHARP 167W PV MODULES PORTRAIT ORIENTATION 15 DEGREE TILT I I 51-991 16 12'-916" 11'-716" �- L PV INVERTERS / SUBPANEL B22A STRUCTURAL CHANNEL 63'-5$" CONCRETE FOOTINGS: 12" WIDE BY 30" DEEP B22A POSTS RUN TO BOTTOM MCGWIRE 16KW PHOTOVOLTAIC ARRAY PV DIMENSIONS: PLAN VIEW SCALE: 1/ 8" = 1' B22 STRUCTURAL CHANNEL 33'-1116" PROPERTY OF SPG SOLAR, INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. Z O Q O J a wo co O w LLJU-)r a m Wm U Q U L9 v O M 0 M o ai�v� M �o OVq O V ] a O � v Oil d F cn W cn ao DRAWING TYPE: PV ARRAY MCGWIRE DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 DATE: 3/22/6 SCALE 'duoI I i t ��: r'r�.� �sdrt.i�c.f►, n.-) lr:', t } CHICO'CV a'- J 0000 L-!v4bm VOVD LA {; ► , bbObEK.:.A OMA v;\roev _ ion^ 111 {A r p w cw. ,Dp 1S�•J��nL1�.�Nj 1 Ns�r'3�rv� Jr T tV cJ J3 G 'y w D' .=�A =s�NAyt�+-t� cv_+csn�� nn } w Z3 bX iv J z I i i o0 i � t f r co i 7 Q i L.IJa � N � 1 N uj �e r L- u s S i U C L C x D L- u s S i U C L C x •. U C t!: V) V^. 1 m L- u s S i U C L C MI s qOD /MV PC�Ii 0oT VOo LTAOIC ARMY 15 DEGREE TLT (( ORTRAJ ' OMENTATM) S0®E MEW @ 3 / 8W =10 SCALE 37-93 IN 4 ra raflrtsa uE o 1 ISSUE 3722!8 z 0 a 0 J W 0 N w 0 W aa'� � W LL U co 0 a O w O M a. U) SIDE VIEW JDB: MCGWIRE DRAWN BY: ATOM MCCAMBRIDGE 415/747-7039 PROPERTY OF SPG SOLAR, INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER GATE: 3/22/6 INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE: PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE 378"=1' OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET: PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC. ALL RIGHTS RESERVED. 016) SHARP 167W PV MODULES PORTRAIT ORIENTATION B22 STRUCTURAL CHANNEL UNICLIPS B22A STRUCTURAL CHANNEL B104SH 90 DEGREE CORNER BRACKETS BLINE 15 DEGREE OPEN ANGLE BRACKETS AXO VIEW @ 1 8" = it SCALE PV INVERTERS AND SUBPANEL MOUNTED TO BACK OF ARRAY CONCRETE FOOTINGS 12" X 30" PC. ROPERTY OF SPG SO CONFIDE1 L. THIS DRAWING AN p ANY DATA, D SCR PTION, AND OTHER INFORMATIO CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXC USIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE PUBLISHE REPRODUCED, COPIED, DISCLOSED, OR USED, IN OR IN P RT, FOR ANY PURPOSE WITHOUT THE EXPRESS WHOLE PERMISSION F A DULY AUTHORIZED REPRESENTATIVE OF SPG SO WRITTEN ALL RIGHTS RESERVED. LAR, INC. Z O t= Q U O J LU Z O Lu 0 N � -Lu J Q) Ua. Q `r? Lu z �. U v O ma crLLJ 0 0 M 0 a 2 U (12) SHARP 167W PV MODULES (IN SERIES) 2 #10 RHW-2 CON DUCTORS (12) SHARP 167W pV MODULES IN SERIES (1) #12 BARE COPPER GROUND ( ) 2 #10 RHW 2 CONDUCTORS (12) SHARP 167W PV MODULES (IN SERIES (1) #12 BARE.COPPER GROUND 60A DC DISC 600V RATED 2 #10 RHW 2 CONDUCTORS FUSABLE (1) #12 BARE COPPER GROUND W/ (3) 15A FRONIUS (14) SHARP 167W pV MODULES (IN SERIES 5.1KW INVERTER DC FUSES IG -5100 INVERTER 2 #10 RHW 2 CONDUCTORS LOCKABLE 240 VAC (14) SHARP 167W pV MODULES (IN SERIES) (1) #12 BARE COPPER GROUND 3 -POLE uL#1ia1 2 #10 RHW2 CONDUCTORS I (1) #12 BARE COPPER GROUND FRONIUS INTERNAL DC IG -4W AC / S (14) SHARP 167W PV 4KW INVERTER D►sc MODULES (IN SERIES) 2 #10 RHW2 CONDUCTORS 240 vac GFP (14) SHARP 167W PV MODULES (IN SERIES (1) #12 BARE COPPER GROUND uL#1741 2 #10 RHW2 CONDUCTORS (1) #12 BARE COPPER G INTERNAL ROUND FRONIUS AC/DC (12) SHARP 167W PV MODULES (IN SERIES IG�000 DISCS 2 #10 RHW_2 CONDUCTORS 4KW INVERTER (12) SHARP 167W pV MODULES (IN SERIES (1) #12 BARE COPPER GROUND 240 VAC GFP 2 #10 RHW2 CONDUCTORS UL#1741 (1) #12 BARE COPPER GROUND FRON►US INTERNA IG AC/DC4KW INVERTERMCGWIRE 16KW PVARRAY 240 vac DlscSL OZ (116) SHARP 167WF- ODULES - (1) FRONIUS IG -5100 I INVERTER ULA1741 GFP {(36) {146.9CEC 94.5°0 )_ 3) FRONIUS 1G_ � INTERNAL (4,997.54WAC} ac/Dc ..I 40001NVERTERS DISCS 00) (146.9CEC) (94p) = TOTAL SYSTEM SIZE: 1 1 111, ,046.9WAC} GFP W 4.42V1/AC L PER MODULE: Q MAXIMUM POWER:0Lu � N 167W EACH INVERTER: MAX PO 1 2" EMT CONDUIT (MIN.) LU � POWER VOLTAGE: 23.5V (2) #10 THWN- OPEN CIRCUIT VOLTAGE: 29V 2 coNDucroRS 0 a °� I` MAX POWER CURRENT: 7.1A (1) #8 THWN-2 GROUND n U g q 19 SHORT CIRCUIT CURRENT: 7,91A W LL U Oa oO (14) STRING TOTAL: Co o CV)� ...� TOTAL OPEN CIRCUIT VOLTAGE: 406 VOLTS ui o 0 TOTAL MAX POWER VOLTAGE: 329 VOLTS 30A AC CL = U BREAKER 25A AC 25AAC FRONIUS IG-51001NVERTER: BREAKER 25A AC PEAK EFFICIENCY: 94,5% BREAKER MAX DC INPUT CURRENT: 33.2A BAKER MAX AC OUTPUT CURRENT: 21,3A 200A FRONIUS IG -4000 INVERTER:a PEAK EFFICIENCY: 94% SUBpANEL MAX DC INPUT CURRENT: 26.1A METER n o 150A AC MAX AC OUTPUT CURRENT: 16.7A MAIN BREAKER e oav U �arna I- ALL WORK PER CEC 690 1-112" EMT CONDUIT (MIN.) , u `t u 2. ANDALL DISCONNECTS TO BE CLEARLY LABELED 2 EACH OTHER 1 10 THWN-2 CONDUCTORS :w 3. INSTALL AIPERANSIGHT ENT, RED -ON -WHITE SIGN (1) #6 TH WN -2 GROUND 200A THE ON OR ADJACENT TO MAIN SERVICE PANEL AC DISC 200A CUTLER HAMMERw 60FT AC RUN WARNING FUSABLE 1-1/2" EMT CONDUIT °° THIS BUILDING PLIED UVITH MAIN W/ (1) 150A 0TH (MIN) ALTERNATE POWER SOURCE. Q AC BR WN -2 CONDUCTORS DRAMNGTYPE. DISCONNECT IS LOCATED SERVICE LOCKABLE (1) #6 THWN-2 GROUND KABLE SINGLELINE 2 -POLE 240V JOB: WARNING!! DG 224NRB MCGWIRE DO NOT TOUCH TERMINALSTON BOTH LWEA► p pqp SIDES. POINT OF CONNECTION. WITHIN 10FT AC DISCONNECT LOCATED °RA�+e�: MAY BE ENERGIZED. PHOTOVOLTAIC PO F MAIN SERVICE. THE OUTPUT OF PROPERTY OF SPG SO ATOM MCCAM3RIDGE WER SOURCE SHALL BE CONNECTED AS COTHE EXCLUSIVE PROP WING AND ANY DATA, p BCR pTION, AND OTHER 415�4»0� INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND SPECIFIED IN 690.64 q DATE: ( ) OR (B) • PUBLISHED REPRODUCED, COPIED, DISCLOSED, OR USED 1 3/rli6 ERTY OF SPG SOLAR INC. 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Yr • •: A•: 3 ,-0" 1T- 3h3" 9'-3 2" a'•9. a" �.� �a1t11 as' -o MAY 3 0 20 Chico, Califomia DAM FLOOR PLAN 2ND LEVEL 6CA►M A6 SHOWN SCALE 114"m 11.011 DRAMs VW `E7 Jms 1 EE ! 1*2 OF SNE' I FMVISIONS I f REVISIONS BY ulz E)- (L Ln MU id 3 N 0 o . 0 L uu�r= A 60 4F* 4F* v (P I CA►M 'WA►LEs AS 6NOWN CRA WNs CSJ JOBS 1 OF SHEET'. I i Z40 P.L. 1618,31 -FT • r earth ------------ � _ DR111 WAY ------------------------ ----------------------------------- ! 160 r'XX X 7URNA'DUND 521 FT ` � o39-2z� vy� ORIVSUAY • C4 1q P 0 3 q 7 I �cca�s XOAO -------------- I •�.-----r__-_-_ ••.__-_ I P♦L. 1618 ////��—......_.Y._.—.— ------------------ Environmental Health --� i .• MAY 2 2 2002 Chico, California