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Home My WebLink About040-150-0544, 40-15-54 jWAYNE BIRD , E/S Lott -Rd, 1500'S Cummings Rd, lot #2 Durham Permit#2067-75B,P,E(new single family) Final 9/8/76 40-15-54 Peririi01180-76B,E(firepla_c_e & add ele/ 2067-75)SF-Fine1-4/1276 ----------- 40-15-54 Permit#2841-76B(new private garage). Final 11/16/76 40-15-54 Permit#3747-76B,M(lst renewal & mech/ 2067-75) Final 9/8/76 40-15-54 1762 Tabby Lane, Durham 4 Permit#1516-83B,E,M(extend family room , add bedroom & den/SF) 040-150-054 PERMIT#95-0931 SIMMONS, Tom 1762 Tabby Ln., Durham Cont; Four Seasons Roofing 1 0 1- Reroof/SF I_ 040-150-054. PERMIT#96-2678 SIMMONS, Thomas. 1762 Tabby Ln., Durham` New Pri Det Garage 040-150-0 00-2989 SIMMONS, TOM 1762 TABBY LANE, DU �i• a CONTR:SURBURBANPROPA GAS LINE bib os� v6.069 T4 r-Lq L� , 040-150-054 02-23 SIMMONS, TOM LED 1762 TABBY LN., DURHAM CONT: MCCLELLAND REPLACE EX HVAC 7F so B06-2818 040-150-054 MISCELLANEOUS Siding/Stucco WINDOWS(CHANGE OU 34), VINYL 1762 TABBY LN��,� SIMMONS, FAMILY TRUST 1306-2827' 040-150-054 MISCELLANEOUS Phtovtaic Sys Roof, SOLAR SYSTEM ROOF MT. ON GAR/ 1762 TABBY Lkz pw %a'24 ,D4 SIMMONS, FAMILY TRUST 0 040-150-054 02-2490 SIMMONS, TOM 1762 TABBY LN., DURHAM CONT: MCCLELLAND ADD GAS LINE TO HVAC BP#02-2348 5q 1 5 syr BUTTE COUNTY INTERDEPARTMENTAL CORRESPONDENCE DELIVER TO LAST PERSON NAMED re" 16 p --a> BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES L INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2 1 140 Website: www.buttecounty.net/dds Permit No: B06-2818 Address: 1762 TABBY LN APN: 040-150-054 Permit Subtype: Siding/Stucco Owner: SIMMONS, FAMILY TRUST Applicant: REILLY P F AND COMPANY INC Description: WINDOWS(CHANGE OUT 34), VINYL MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Fina 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Al Project Final 801 p PERMITS BECOME NULL AWVOID 1 YEAR COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy ol=d Goy BUTCOUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-763,6 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2827 Issued: 12/11/2006 Address: 1762 TABBY LN DURHAM APN: 040-150-054 Permit Subtype: Phtovtaic Sys Ro Owner: SIMMONS, FAMILY TRUST n�/Lrwl% Applicant: POWERHOUSE SOLAR 5/00/ 2 Description: SOLAR SYSTEM ROOF MT. ON GARAGE MUST BE ON JOB SITE - JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Your Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 6AI,L PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HA COMMENCED, YOU MAY PAY FOR A 1 YEAR (RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 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.net\dds PROJECT INFORMATION Site Address: 1762 TABBY LN Owner: Permit NO: B06-2818 APN: 040-150-054 SIMMONS, FAMILY TRUST Permit type: MISCELLANEOUS 1762 TABBY LANE Issued Date: 12/11/2006 By TMP Subtype: Siding/Stucco DURHAM, CA 95938 Expiration Date: 12/11/2007 Description: WINDOWS(CHANGE OUT 34), VIN (530) 342-2193 Occupancy: Zoning: SR1 Contractor Applicant: Square Footage: REILLY P F AND COMPANY INC REILLY P F AND COMPANY Building Garage RemdUAddn 3028 ESPLANDE SUITE F 3028 ESPLANDE SUITE F CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 898-0833 (530) 898-0833 FEE INFORMATION Siding/Stucco - All Other $110.00 Window/Door - Replacement $770.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires REILLY P F AND COMPANY INI 711037 / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effecV12/11/2006 � X Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. j�4 HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ecllon 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: 1 G11� ! &A )Policy Number.. i / Exp. Date: t (This section need not be completed if the permit is tor 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 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. X 12/11/2006 Signature IV Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. $880.00 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this l 12/11/2006 Owners Signature Date CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner r am au Pwized to act on the property owners behalf. f.P,ana�� /2 aL a '_ 12/11/2006 ❑ Owner ❑ Contractor OR. DAgent for Owner&Agent for Contractor FILE COPY y BU'T'TE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last a .� m me t Mailing; dress City t" V+'A M State L l� Zip 95.9=g P ne 3L{ Fax E-mail CONTRACTOR Name r Name Address 30a$ Gl�o c� City C_� t� W Stat" Zip 999 -1 Pho Sao F,S3o $9S `t59c� E-mail 7 D3. —1 Lic.#-711031 Class 11 -__ ..._ .. APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Name Fax E-mail State License Number -__ ..._ .. APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PER VIEIT NO. 6-V BIN # PROJECTLOCATION AP# © `/(� — f cS� _� Property Address 1 oblo Lv) . Ci ty oM Cross Street SRA WORKER'S COMPENSATION Policy Number 1-s- 19 1 ` 2 00S Carrier Q e FL4p A If hiring anyone other than license contractors, a certificate of worker's compensalion must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: `� 1311 " y,3ti.,�,,aS o.�c� `�•. 1 Sq FT- Living Garage pen Co ❑ 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, Received by:� Amount: i _Bldg SRA Receipt #: Sheriff SMIP Date: Other L-1-11-11 - 6-a Total 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.net\dds PROJECT INFORMATION Site Address: 1762 TABBY LN Owner: Permit NO: B06-2827 APN: 040-150-054 SIMMONS, FAMILY TRUST Issued Date: 12/11/2006 By TMP Permit type: MISCELLANEOUS 1762 TABBY LANE Subtype: Phtovtaic Sys Roof DURHAM, CA 95938 Expiration Date: 12/11/2007 Description: SOLAR SYSTEM ROOF MT. ON G� (530) 342-2193 Occupancy: Zoning: SRI Contractor Applicant: Square Footage: POWERHOUSE SOLAR POWERHOUSE SOLAR Building Garage Remdl/Addn P.O. BOX 493099 P.O. BOX 493099 REDDING, CA 96049 REDDING, CA 96049 (530)275-5600 (530)275-5600 Other Porch/Patio Total FEE INFORMATION Photovoltaic $384.93 Total Charged: $384.93 Fees Paid: $384.93 Balance Due: $0.00 Receipt No: B1160 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License POWERHOUSE SOLAR 848901 C 10, 46 / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. - of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil than five hundred 12/11/2006 penalty of not more dollars [$500]; Please check one of the following: Copfractoes Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑ I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued, improve for the purpose of sale.). VE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 Labor ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: 1' Policy Number � xp. Date: U Contractor's License Law.). (This sectio need notbe completed if the permit is or one h ndred dollars ($100) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall in 12/11/2006 not employ any person any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X12/11/2006 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building J Signatur, Date WARNI G: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($700,000), IN ADDITION TO THE COST OF COMPENSATION, personal injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the owner or am auth9rizeq to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY perty E /11/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for /Name Of Permittee [S[G Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name / /770 irst Name T Address 11716.;? •UEFa City Z7 In /I , C� Zip 5y�� Phone 3y State E-mail r.�rvi r• ... iii CONTRACTOR Name W City Address Address AD City �, Type Const. State Zip Phone , � j- O� Fax E-maih6t� , U Fax Lic. #ey'f"g� Clan V r.�rvi r• ... iii APPLICANT SIGNATURE X �P�ZZp For office use only: ARCHITECT/ENGINEER Name City Address Address AD City Type Const. State Zip Phone Ziw y� Fax E-mail Fax State License Number APPLICANT SIGNATURE X �P�ZZp For office use only: APPLICANT INFORMATION Name City Flood Zone SRA I Yes I No Address AD zd O 9 Type Const. City State f om/ �, Ziw y� Phone Planner Fax Date Approved: E-mail APPLICANT SIGNATURE X �P�ZZp For office use only: AP# D o — 15-0 Zoning City Flood Zone SRA I Yes I No Occ. Policy Number Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc s PERMIT NO. BP BIN # PROJECT LOCATION AP# D o — 15-0 Property Address /A51<7 City Cross Street -/ �Ol'f �OLIG' WORKER'S COMPENSATION Policy Number Carrier 1 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 Page 1 of 2 Description or Scope of Work: .s e Liu Sq FT iving 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. Received bylp Amount: Bldg SRA Receipt #: Sheriff SMIP Date -la) Other G Total REV 8-12-05 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 faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C 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 11 November 29, 2006 To Whom It May Concern: Jeanine Phelps has complete, authorization.to act on behalf of PowerHouse Solar, Inc., including, but not limited to: obtaining building permits on behalf of PowerHouse Solar customers, acting on behalf of PowerHouse. Solar customers within contractually agreed upon limitations, completing checks or purchase agreements on behalf of PowerHouse Solar or its customers, etc. Thank you for your care and concern in this matter. Please feel free to contact PowerHouse Solar, Inc. with any additional questions or concerns. Sincerely Bruce Blake PowerHouse Solar, Inc. POWERHOUSE SOLAR Redding, CA Office: (530) 275-5600 Fax: (530) 275-6600 J I 1 ! 71, a 7 Integrated with Fast Jack'. attachments Lv000alf IrdC The patented Roof 7Y'acn'system installed ivilh the, Fast jack' . Pat -t#6,360,49, attachment method provides an ideal solution for installations The Ovisinal STOP -Down" PV Mounting Systema ' where a flashing is desired. 7be Fact facko-' is also the solar industries preferred melljod of ejUg anent for neiv condruction roof.. Root Trac®D Fast Jack"' protected under Patent #6,360A91 & Otim patents pending. r £` no Trac® protected under Patent #5,646,049. 1 ""�'r 'G,.4'y'.'"a"i .F��Zi;' �{;`ta ryd' ,"-.�Fi"+'. i•+ a %Ell.' i'asi Rick' auacbrtmeirl r Providesa quick, awl titrollg iiwcinewon solution. Our pateracd clesigtt places the holt dir'ecth: ztncler the staizchion pos7 uzhere it 41< pzncrides the most suppotrtf /%z fea- ` ;• �� nrreallotesstcuzclar n Jlasl! to fen,Jlui on the roof deck. The �•. "� *. r- ''' �, renzovcrh/e host allotrzrJlasbitrgs to b be slipped oz:er thbase ase tvitblou - �: dainagir{SJ seznnanuling composi- tion sbirrghm 11hahrtlart above is hon, the radjack rtllad�ntenl hrtrrlrt�rre is concealer! All atlachnienl seanrlesslr inlegivies u4b. milhin The support rail leaving an y The Rlwf h'(1G ' ntourtling s3 lem. • aertheticallr pleasing solar atrrq:. Splice Kit -Y 7be splice kit providee a solution to rigidly lock multiple rail u , v sets together. The splice kit has a jealzare lhcit allows forthen- , ? � ^ mal expgnsionlcontraction of the rails ivithout damaging :,. u ~ : the roof -top. 46 A W':.-'' r`ofessi0?la! (800) 84 -SOLAR: For snore information yozcyx (805),383 -0804 -fax can visit us on the web at SO 4630 Calle Quettal , products- -; Camanlb, CA 93012 ZUZUWROOTrac. cOm BUT 6T COU B �1 QTY BUILDING DIVISION APPROVED ROOF INSTALLATION FOR THE FASTJACM FLASHABLE SUPPORTS 3/8" BOLT & WASHER 5/16" LAG BOLT & WASHER DRILL PILOT HOLE INSTALLED SUPPORT, FASTJACK STANCHION INSTALLATION FASTJACKINSTALLED ROOF SHINGLE Installation of the FASTJACK® support rails to the FASTJACK® is that the roofer can remove the posts for attachment feet. easy installation of the roof paper and later install them. The illustration above shows how the FastJackm' flashable After the FASTJACK® mounts are installed, the support mount is installed on a new roof. (see the following page for rails can be marked and installed in the same manner as more detailed installation instructions). The same spans illustrated on page 6 of the manual. apply to the FASTJACK® mount as with the TILE TRAM, attachment feet. All attachments to the roof should be Fig #1: FASTJACK® base is installed over the roof rafter made at 48" rafter centers, and all rafters must be located and sheathing. and securely bolted into. There are four heights of Fig #2: Threaded post is screwed into the base and the f FASTJACK® mounts and they range from 3", which is lashing is installed over it. generally used for the Oatey® style neoprene (low profile) Fig # 3: Installed FASTJACK® ready for the roof covering. flashing, to 7-1/2". The 4-112" is recommended for mounting to the composition shingle roof using a standard metal roof flashing. The 6" and 7-112" sizes are for flat file roofs and Caution: Ahvays use care When walking around protruding curve file using double flashings. One feature of the stanchions. Page 8 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information contained in this manual is property of Professional Solar Products (PSP). TILE TRAM Is a registered trademark for PSP and Is covered under U.S. patent: 35,746,029. FASTJACMs a registered trademark for PSP and is covered under U.S. patent 46,360,491. BUTTE COUNTY BUILDING DIVISION APPROVED INSTALLATION OF THE FASTJACK® FLASHABLE' ROOF STANCHION BOLT .WASHER I THREADED POST 5J16' LAG BOLT 5/16WASHER 1 t / DRILL GUIDE MACHINED BASE I FASTJACK® flashable mount system includes a machined aluminum base with integrated drill guide, 1" aluminum threaded post and stainless steel hardware. The FJ Series patented (pat #6,360,491) design is engineered to provide structural attachment of modules when conventional roof flashings are required. FJ mounts are available'in two sizes; the 4-114" FJ -425 (for conventional metal flashings) and the 3' FJ -300 for Oatey@) style (low profile) neoprene flashings. The FJ design allows all flashings to install flat on the roof decking. FJ's superior strength white using only one single tag bolt (included) results from having the bolt installed directly under the support post. The system has been laboratory tested to 1,200 pounds and along with it's integrated drill guide insures perfect connections every time. 3116' DRILL RAFTER FASTJACKm INSTALLED PARTS DIAGRAM BOLT HOLE 1' THREADED BASE REQUIRED TOOLS: 16" DRILL BIT AND POWER DRILL /2' SOCKET 1" PIPE PLIERS 1 LO N O � 0 It FJ -300 SERIES FJ -425 SERIES DRILLING THE PILOT HOLE Place the mount base of the over the BOLTING INTO THE RAFTER Place the 5116' tag bolt thru the washer and INSTALLING THE POST SUPPORT Screw the threaded post into the base and location of the rafter. Align the 3116' (drill guide) over the rafter center. While holding AF base. Insert the lag bolt into the pilot hole made in the roof. Drive the tag boll into the tighten with a pipe pliers. Install the flashing over the post and attach the module support the base—insert the bit through the guide rafter using a 112" socket and impact wrench. using the 318" bolt and washer (included). and doll down approz 1` into the roof. TUU ��l ROOF FLASHING TIGHTEN POST ---1/2` I SUPPORT INTO BASE DRILL / ._r Ti Le•' 4 1 i_ lit Page 9 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All Information contained in this manual is property of Professional Solar Products (PSP). TILE TRACO Is a registered trademark for PSP and is covered under U.S. patent #5,746.029. FASTJACK® is a registered trademark for PSP and is covered under U.S. patent #6,360,491. BC.11'TE COUNTY BUILDING DIVISION APPROVED Felt Tip Pen r' SPLICE KIT INSTRUCTIONS: Turn the support rails so the bottom is facing up. Place the lower splice extrusion over the rails to use as a template. Center the lower splice extrusion over the rails and mark using a small felt pen. 1/2" Socket r i? IQ Drill Uni-Bit@ Drill two holes using a 1/2" #10 "Uni-Bit"O - drill at the intersection of the reference mark and the extruded "V" groove in the lower support assembly. Insert the splice "A" into the channel and install "B" --the two 5/16" bolts / lock washers— into the lower support "C". Tighten using a 1/2" socket. Splice insert is designed to expand into the extrusion walls forcing the rails into alignment, do not over tighten. Roof TracTM support rails can now can be handled and installed as one solid rail. Splice Expansion Feature: Roof TracTm splice kits are designed to hold support rails in alignment for convenient installation. It allows for thermal expansion (side movement) of the aluminum after attachment To use this feature; assemble the sections together allowing a 3/16" gap between sections. After installing the supports remove one of the 5/16" bolts. Thermal expansion of the aluminum support rails will now be absorbed in the splice connection instead of stressing the roof attachments. The remaining splice kit bolt and assembly will keep the support rails in perfect alignment. Page 11 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2002: All information contained in this manual is property of Professional Solar Products (PSP). 77LE TRAM is a registered trademark for PSP and Is covered under U.S. patent #5,746,029. FASMACK® is a registered trademark for PSP and is covered under U.S. patent #5,360,491. but -FE COUNTY 6UIL®ING DIVISION APPROVED. Rooftop _ Moon g - � . tiro Cross -Sec tion. Post and Flashing Method Inter -module clip Solar module laminate Channel nut Extruded rail Solar module frame f AstroFlash Flashing assembly s Roofing plywood Rafter BUTTE COUNTY BUILDING DIVISION APPROVED _ ;# W. wv! FF �. + � I zoo' �,ar•:. .;re 9W. .00 IV .. e Fastiack installed using a low profile OateyTM type flashing ® Fast and easy to install - saves installation labor e .Machined from solid #6061 aluminum, there are no welds to corrode or break ' ® Integrated drill guide insures perfect pilot holes every time p 0 Fast3ack does not use a multi-hole base plate that only bolts to the roof deck o Our,patented design provides full structural attachment directly 'into the roof rafter - requiring only one single lag bolt (included) e Smaller base design allows any roof,flashing to install flat o Includes all stainless steel hardware Homej How ®lar 1AOork_s j Products J C®MP-an� IF�rOf ft j -FAQs-J Touch J i BUTTE Counj ry BUILDING DIVISION APPROVE® • � r�o »nnz J "C''ts inc.,.,.:.. professional _ I "O� LAR roC u _ ROOF MOUNTING SYSTEM FOR NEW CONSTRUCTION. CNC machined threaded base and post extension. This patented (#6,360,491) design allows the bz any flashing to,install flat on the roof plywood. The integrated drill guide guarantees perfect alignm the lag bolt into the roof rafter. Laboratory tested to hold down 1,200 pounds per connection using one single lag bolt! Pictured above (left) is the Fastlack mounting system with integrated drill guide and above .uric Fastiackinstalled under a metal roof flashing. �a THE Fastiack includes 5/16" stainless steel lag bolts and washers T (;C)UNT �+j�� 'C., ti\J,SION all { "Fast Jack" Solar Panel Founts S - CNC machined #6061 aluminum Completely rust proof Stainless steel fasteners included Fits under roof flashings Build in drill guide Inexpensive iC d' +: . 4e AN,i INte^ t , -r Solar panels need to be structurally secured when mounted on a roof.. This means tightening lag bolts into rafters as opposed to tightening screws into the roof. Typically roof mounts are secured four feet apart and are lined up with the roof rafters. The Fast Jack has a built in drill bit guide to make sure the hole is drilled straight, keeping lag bolts from angling out of the rafter'. The included stainless steel lag bolt is centered directly below the post creating a unique patent pending design that allows for increased strength. r BUTrE COUNTY BUILDING DIVISION APPROVED SGS•505'°SGS.SGS•SGSaSG9SGSoSGS.SGS.SO4•SOS°`-+GDS'BSS't'9SG5•SG9aS,GS°SG5°StiSa5GSa9t3S+S69�S8So5G5►SGS'SGSSfiSaSGSaSGSaSGS°SGS^SGS°6G5°6G6^SGS`5;9� US -D -OPS -04-03-T v - o ® 146118 m SGS U.S. Testing Company Inc. Report Mo.: m m a N G CLIENT: PROFESSIONAL SOLAR PRODUCTS Date: September 28,•2000 Page: 2 of 3 PROCEDURE: Following client protocol, the roof section was placed in the Instron machine and the upper jaws connected to the top of the FastJack with a 3/8" belt. The box was then clamped to -the lower platen of the Instron machine. The load was applied at a head movement of 0.05 inch per sec. The Fast lack vvas pulled to failure and the load recorded. Drawings of the unit tested are .. ' shown.below.. �.— 4.000 —i . 31W THREAD -- • 2.Og0• . ��•- 1 Ado ' i d.31�. Z.000- 1° THREAD . DRILL GUIDE CONSTRUCTION #6D61 ALUMINUM 511 W X 3° S.S- LAG BOLT Y . 3 FAS ACK PFJ -ROOF MOUNT L N C m Q K Member of the SGS Group lSoci6t6 G6n6rele de Surveillance) a le SGSa5G5•SGS.SOS-SGS•SG9°SGS-SGS•SGSaSC.S•SG9-SGS-SGS-SG9.SGS-SOS-SG.9-SGS•SGS-SGS•SGSbG5D9GS°SGS-SGS°SGS°SGS° GT i G SdSC�SjSCSe °' BUILDING ®IVISIC-I'1j APPROVED SGSBGS•St:S•SG9 •SG S•SG3•SGS+S GStiS G 3►SGS•SGS'SGS•SG66G9S03•SGS•3Grp. 5G 6.SflS•BGS+S G$4SG9�3G`i•SGS•S09•SGg°SGS•SGS•SG9SG5.5G3°SGS'SOS'SGS+SOS°SG9�SGSa US -0 -OPS -04-01-7 s.as U.S. Testing Cornpany Inc. '5555 Telegraph Road is Los Angeles, CA 90040 a Tel: 323.838-1600 a Fax: 323-722-8251 CLIENT: PROFESSIONAL SOLAR PRODUCTS 4630 Calle Quetzal Camarillo CA 93012 Mr. Stan Ullman Test.Report NO: 146118 Date: September 28, 2000 SAMPLE 10• Semple was submitted by the. Client and identified as a FastJack mounted to a built up roof section. The roof section consisted of 2 x 4 DF framing with 1/2" plywood skin. DATE OF RECEIPT: The sample was received on September 7, 2000 and was assigned Sample Tracking Number 32200. TESTING PERIOD: September 26, 2000. AUTHORIZATION: - Authorization signed on September 15, 2000. TESTS REQUESTED: Determination of ultimate load according to Client's Protocol, 'BEST RESULTS: See page -3. Tested By • y Diaz � Test Technician Signed For A. nd On Behalf Of SGS U.S. Testing .9ompany Inc. Tom Clark Manager, Mechanical Evaluation Services Page 1 of 3 8 U T i E BUILDING DTVI APPROVE[ This report is Issued by SGS U.S. Tearing Company Inc. under its General Conditions for Testing) Services (copy available upon request). SGS U.S. Testing's responsibility under this report is limited to proven negligence and will in no case be more than the amount of the testing fees. Except by special arrangement, swvVIss are not retained by SGS U.S. Testing for more then 30 days. Tho results shown on this test report refer only to the sarnpletsl tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report nhoutd understand all of i the details of the engagement. Neither the name, seats, marks not Inslgnis of SW U.S. Testing may be used in any advertising of promotional matodals without the prior written approval of SGS U.S. Testing. The test report cannot be reproduced, except in full, without prior written permis9lon of SGS U.S. Testing Company Inc. Member of the SGS Grcup (Socidtd GAngralo doSurvel lanoe) SGS•SGStiSGS•SG9�SGS•Sti96GS�SG3�SGs•SGS4SGS•SG9.9G5•SGS•SGS�SGS�SGS+SGS•SG9.SG9.SG5►SG9•SGSaSGSSG9.SGS•SGS•SG5.6oS+Sab•3 G80.SGSv4GS•SG9+909•SG3.3G9 RON 1 ' SG9t306.S6S�9G4.509•SG6ti3046G5.4II4`SOS+3U3�OSrS6S+464.4G5•8035G36G9SG9SQ9•SGS`905•SGS`SQ9S0g305•SGS•SG9-SGSeSGSos6soSGS45GSoSGS°SGSoSG535GSi c US•D•OPS-0443-T G c SM N _ K SGS U.S. Testing Company Inc. Report No.: 9463 3S w N � u) x N D Date: September ZS. 2000 CLIENT: PROFESSIONAL SOLAR PRODUCTS Page: 3 of 3 �a N RESULTS: The ultimate load was -1200 pounds. The mode of failure was the wood screw withdrawing from the 2 x 4 in the roof section. a auarta.a+.e n a End of Report o �U1..BUILDI�i.,. NG DIVISIO!kk APPROVED Member of the SGS Group (Socidtd GBrvdrele do Survoillanco) SCS•SGS•SOC-SGS•BGS-SGS`SGS-SGS•SGS•SGS-SOS•SOS&SGS+SGS-SGS•SGS>SGSkSGS•SGS•SGSoSGSaSGS>SGS-SGS•SGS•SGSoSGS>SGS-SGS`SGS-SGS`SGS+SGS$GS-SGS-SGS,SGS. SPRx HIGH EFFICIENCY INVERTERS SunPower high performance photovoltaic (PV) string inverters offer high efficiency, low installed cost, clean design and high reliability. FEATURES & BENEFITS • Peak and average efficiency greater than 9A% maximizes your PV investment • Fast MPPT algorithm ensures maximum energy harvest from your array under any conditions • Includes integrated lockable AC/DC disconnect that is NEC compliant as a DC disconnect • Includes a lightweight and versatile mounting bracket that simplifies installation • Modular design allows SunPower SPRx inverters with the same or different power levels to be mounted side-by-side using the wiring box as a wiring raceway • Sealed inverter can be separated from the wiring box enclosure allowing DC/AC connections to remain intact • Bright LED indicators provide system status at a glance • LCD providing instantaneous Feedback on power, energy production, PV array voltage and current and much more • Works with all SunPower modules ® may LWO WnYo Carporchen. AU rights reserved. Specifications induded in this datasheet ore subject to change without notice. t tl:1'r �1 JL • p SPRx HIGH EFFICENCY INVERTER Go -UL V41 PHOTOVOLTAIC csA10 ' POWERINVERTER C us ' Mft■ ...%911-1406227 Rev'• SunPowerCorporafion® OVILVING DIVISION 1.877.786.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com APPROVE SPRx HIGH EFFICIENCY INVERTERS CAI SPECIFICATIONS -13F to 149F (-25aC to +650C) Model SPR -3300x SPR -3300x-208 SPR -4000x Maximum AC Power Output 3300 W 3300 W 4000 W AC Output Voltage (nominal) 240 VAC 208 VAC. 240 VAC AC Voltage Range 211-264 VAC 183-228 VAC 211-264 VAC AC Frequency (nominal) 60 Hz 60 Hz 60 Hz AC Frequency Range 59.3-60.5 Hz 59.3-60.5 Hz 59.3-60.5 Hz Maximum Continuous Output Current 13.8 A 15.9 A 16.7 A Current THD < 3% < 3% < 3% Power Factor > 0.9 > 0.9 > 0.9 - DC Input Voltage Range 195-600 VDC 195-600 VDC 195-600 VDC Max DC current 18.5 Adc 18.5 Adc 22.1 Adc Peak Power Tracking Voltage Range 195-550 VDC 195-550 VDC 195-550 VDC Peak Inverter Efficiency 95.3% 94.6% 95.7% CEC Efficiency 94.5% 94.0% 95.0% Night Time Power Consumption < 1 W < 1 W < 1 W Output Overcurrent Protection 20A 25A 25A Grounding Positive ground for SunPower modules MECHANICAL SPECIFICATIONS Operating Temperature Range -13F to 149F (-25aC to +650C) Enclosure Type NEMA3R (outdoor rated) Unit Weight 49.0 to 51 lbs Shipping Weight 57 to 59 lbs Shipping Dimensions (HxWxD) 34.1 x 20.4 x 10.3" (86.6 x 51.8 x 26.2 cm) Inverter Dimensions (HxWxD) 28.5 x 15.9 x 5.7 (72.4 x 40.3 x 14.6 an) Mounting Wall Mount (mounting bracket included) voltage and frequency, time online "selling" ® May 2006 Sunt` w Corporation. AB rights reserved. Specifications induded in this datasheet are subject to change without notice. b. 877.786.0123 irk FEATURES PV/Utility Disconnect Eliminates need for external PV (DC) disconnect. Complies with UL and NEC requirements Cooling Convection coaled, no fan required Display. Backlit, 2 -line, 16 -character Liquid Crystal Display provides instantaneous power, daily and lifetime energy PV production, array voltage and frequency, time online "selling" today and fault messages Communications RS 232 and Two Canbus RJ45 ports Wiring Box PV, utility, ground, and communications connections. Inverter can 6e separated from the wiring box Warranty 10 years SunPower Corporation® Email: sales@sunpowercorp.com www.sunpowercorp.com Doament# 001 08227 Rev •• SPR -220 HIGH EFFICIENCY PV MODULE The SunPower SPR -220 module is designed for use in on -grid residential and commercial systems where the highest module efficiency and energy delivery is critical. Utilizing 72 series - connected A-300 solar cells, the SPR -220 delivers extremely high power density with total module. efficiency approaching 18%. Reduced voltage -temperature coefficient, exceptional low -light performance and high sensitivity to light across the entire solar spectrum mean maximum yearly energy harvest. SunPower modules—innovative design, proven materials, outstanding performance. FEATURES & BENEFITS • Unique all -back -contact solar cells with conversion efficiency up to 21.5% • Low voltage -temperature coefficient enhances high-temperature operation • Exceptional low -light performance and high sensivity to light across the entire solar spectrum maximize yearly energy delivery • Highest quality, high -transmission tempered glass provides enhanced stiffness and impact resistance • Superior aesthetics - back contact cells with no front side gridlines and a black annodized frame • Aerospace style cell interconnects with in -plane strain relief provide extremely high reliability • Advanced. EVA encapsulation system with multi -layer backsheet meets the most stringent safety requirements for high-voltage operation • A sturdy, black anodized aluminium frame allows modules to be easily roof -mounted with a variety of standard mounting systems O February 2006 SunPower Corporation. All rights reserved. Specifications included in this datosheet are subject to change without notice. SunPower Corporation® 1.877.786.0123 Email: sales@sunpowercorp.com Engineered in California man @own now@@ SPR -220 HIGH EFFICIENCY PV MODULE Unprecedented power density and exceptional energy production per peak kW. UL LISTED UL 1703, Class C Fire Rating t &, IEC 61215, Safety Class II Certified ° mrnos$ - Document#:001-06637 Rev'* i r. wwwsunpowercorp:com h u n man @own now@@ SPR -220 HIGH EFFICIENCY PV MODULE Unprecedented power density and exceptional energy production per peak kW. UL LISTED UL 1703, Class C Fire Rating t &, IEC 61215, Safety Class II Certified ° mrnos$ - Document#:001-06637 Rev'* i r. wwwsunpowercorp:com ELECTRICAL CHARACTERISTICS AT STANDARD TEST CONDITIONS (STC) STC is defined as: irradiance of I OOOW/m2, spectrum AM 1.59 and cell temperature of 25°C Peak Power 1.2 PmaX 220W Rated Voltage Vmp 40.OV Rated Current Imp 5.5A Open Circuit Voltage V c 47.8V Short Circuit Current Isc 5.9A Series Fuse Rating 15A Maximum System Voltage 600V (UL) 1000V (IEC) Temperature Co-efficients Power -0.38%/°C Voltage 136.8mV/°C Current 2.3mA/°C Module Efficiency 17.7% PTC Rating 203.2W IV CURVE 0 5 10 15 20 25 30 35 40 45 50 Volts 'Peak Power Tolerance: +/- 5% 2Power guaranteed for 25 years. See SunPower Limited Warranty for details. MECHANICAL SPECIFICATIONS Length (mm) x Width (mm) 1559 x 798 Thickness, including junction box (mm) 46 Weight (kg) 15 DIMENSIONS 47.24 7.07 f-- [ 1200 ] [ 180 ] 2X0 4.2 29.69 31.42 [754] [798 ] I I~ 61.39 qb 2X 0 4.2 4X 0 6.6 [1559 ] D—enl#: 001-06637 Rev SunPower Corporation@ 1.877.786.0123 Email: sales@sunpowercorp.com www.sunpowercorp.com Engineered in California Customer Input Values: 1.Module • �SunPowerSPR-220 Can't find the module you need? Let us know by email... click here 2.Inverter Xantrex GT3.3 (240V) 9� 3.Celsius or Fahrenheit Fahrenheit Z 4.Record low ambient temperature (°F) S.Average high ambient temperature(OF) Tr 1 Calculated PV String Configurations: Min. # Modules: 6 Max. # Modules: 11 Max. # Strings: 3 Legend: STC Rating Standard Test Conditions PTC Rating PV USA Test Conditions CEC Rating California Energy Commission rating=PTC*inverter CEC rated efficiency NEC derating calculations not included. Terms & Conditions PV String Configurations: References: - crit- waaage exceeaea. ** PTC wattage exceeded. *** CEC rebate wattage exceeded. Inverter will regulate power to 3300Wac on oversized arrays O � w, Module: SunPowerSPR-220 1 String 2 Strings 3 Strings Modules Voltage Temp Coeff - Vtoc -0.1368 WOC STC Rating - Pmp 220 Wstcdc rent - Imp Et� 5.53 Adc PTC Rating 203.2 Wptc 477.79 7 Modules 1540 3080 4620* 1422 2845 4267** 1344 2688 4033*** 8 Modules 1760 3520 5280* 1626 3251 4877** 1536 3072 4609*** 9 Modules 1980 3960* 5940* 1829 3658 5486** .1728 3456 5185*** 10 Modules 2200 4400* 6600* 2032 4064** 6096** 1920 3840*** 5761*** 11 Modules 2420 4840* 7260* 2235 4470** 6706** 2112 4225*** 6337*** - crit- waaage exceeaea. ** PTC wattage exceeded. *** CEC rebate wattage exceeded. Inverter will regulate power to 3300Wac on oversized arrays O � w, Module: SunPowerSPR-220 Max Power Voltage - Vmp 39.8 Vdc Open Circuit Voltage - Voc 48.3 Vdc Voltage Temp Coeff - Vtoc -0.1368 WOC STC Rating - Pmp 220 Wstcdc rent - Imp Et� 5.53 Adc PTC Rating 203.2 Wptc Inverter: Xantrex GT3.3 (240V) Pnom 3300 Wac Idc max 18.5 Adc Vmptmax 550 Vdc Voc 600 Vdc Vmptmin 195 Vdc Efficiencyl 94.51% AvgEfficiency Max Imp 1 String 5.5 Adc 2 Strings 11.1 Adc 3 Strings 16.6 Adc W , myuL range 173-000VOC DC MPPT range195-550Vdc * Outside range ** Indicates nearing max Vdc This sizing tool uses actual manufacturer data for Voc calculations which, while providing an accurate Voc estimate, may give numbers differing from NEC 690.7 table limits. ©2000 - 2006 Xantrex Technology BUTTE COUNTY BUILDING DIVISION APPROVED Max Voc at Min Temp (Vdc) Min Vmp at Max Temp (Vdc) 6 Modules 318.53 193.66* 7 Modules 371.62 225.93 8 Modules 424.71 258.21 9 Modules 477.79 290.48 10 Modules 530.88 322.76 11 Modules 583.97** 355.04 W , myuL range 173-000VOC DC MPPT range195-550Vdc * Outside range ** Indicates nearing max Vdc This sizing tool uses actual manufacturer data for Voc calculations which, while providing an accurate Voc estimate, may give numbers differing from NEC 690.7 table limits. ©2000 - 2006 Xantrex Technology BUTTE COUNTY BUILDING DIVISION APPROVED VJ A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT C — M -2M ASSESSOR PARCEL NU _ 1 550 _ O V 2C NIN° BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION •QWNER LI RES . s 59 �' ,;;CO4TRACT6 WNdE T HONE -j'`C[RJ7'RA& CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS , .;E� •' Fireplace Total Valuation $ ARCHITECT OR ENGINEER "' LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNtSIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal tion❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets ( 15.00 15,00 Building sewer 15.00 Mobile Home K& W @20.00 PERMIT FEE S n „ '4 `� A349 �' ELECTRICAL PERMITLES Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class C -so) Lic. No. � " (z 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR SG OR ADDNS. ( & ACC. BUDS. 3.5¢FT. T. NON -R MULTI - SID. OUTLET TS @7,50 POWER APPARATUS LET 8 SINGIF OUTCIR. .00 EX. Occup. OUTLET OR FIXTURES BAL O 1. 0 Ex. Occup. ountrs ASID.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 S3'f�)--r2 T` LA ---,L MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEiE $ Policy Number -11 -23�4 (rhe 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 1 should become subject to the wo ers' compe ation provisions of section 3700 of the Labor Code, I shall f hwith comp ith those provisions. o Ct/0.t, gn of pp Ican - ❑ Owner ❑ ContractorAge t 1p An OSHA permit is required for excavations over 5'0" d and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Z°C3 TY OTAL FEE $356 kP HA2. D. F ES I FLOOD CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate bove for which fees have been paid. 1 By pDateq d� PERMIT EXPIRES ON qi7 -Q3 Date Receipt No. WHITE-D.D.S.- .D. CANARY-ASSES40R PINK -INSPECTOR GOLDENROD -APPLICANT 040-150-054 02-2348 SIMMONS, TOM. 1762 TABBY LN., DURHAM CONT: MCCLELLAND REPLACE EX HVAC A i off k R r COUNTY OF BUTTE - DEPARTMENT OF* DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541� P.G '�/ NQ (Rev. 12/96) APPLICATION AND PERMIT - � q/ ASSESSOR PARCEL NUMBER ��- J'� 7 ZONING BUILDING PERMIT OWNER JM #M,41 4 s TELEPHONE 3YZ- 2/9 SO. FT. OCC. BUILDING VALUATION OWNER'"S'�MAWNG ADDRESS (y/� 1-2&-1 T/4 .� �f/ �I� ARI (4 CONTRACTOR'S NAME GIIr- lA.�-f TELEPHONE -es s CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ,ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS % jJ+ ^ � ((� �/ Energy Plan Checking Fee $ $ �'J's, f� PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other,01, Describe Work: /C /i � f' %/'%✓ G. Gas piping system 1 - 5 outlets 15:00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ?a0A OR LESS 23.00 I LICENSED CONTRACTOR'S DECLARATION ! I hereby affirm under penalty of perjury that I am licensed under provisio6s 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. IZ 'I1 I License Class LO -200 Lic. No. „7 G► OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 4%rp 1''+ i=t ,w.•7 Policy Number 710 -'yam sW (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ithse provisions. ,yof X Die (3 0 OZ— Sign"aiule of Applicant - ❑ Owner ❑ Contractor' _Agerft An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. OW EUINc Occup. so OR ADDNS. a Acc. BLOs. 3.5QFT: NEW CONST. MULTI.OUTLET NO..ESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu . OUTLET OR FDRURES BAL @':S0 flXED APPLNS. OR Ex. Occup. O,"ED RESIO. EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating z. '' 3-1 Cooling3 J Hood 6.50 Ventilation PERMIT FEE $ v/ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE "K TOTAL FEE $ �� HAZ- D, FEES IMP . FLooD CDF PARCEL PD HD SUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have ` �- By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /2 L Date / Date Receipt No. 0:?1.16f WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r...� _ ...-t. �-•a-�...-v.-.r..r-.� • "�.--...ter..•.-. t-..•.- -----....,. ^-^ia`r''��„-4r'•....-..�+:-'�..ic;..s:r COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _51�1e?jows 0,,a3� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P;� (Rev. 12/96) APPLICATION AND PERMIT OZ_ ASSESSOR PARCEL NUMBER �j� / q V ZONING BUILDING PERMIT OWNER 3t� an., ,n,,�iJs TELEPHON 3f�2-�lq SO. FT. OCC. BUILDING VALUATION OWN T l ADDRESS RESS0— / JIL' �/�! C� W�A, `� d TOT C/J^ ff�i'J COM11RA OR'S NAME �Le 1.�-� TELEPHONE/ 5 . Q� CONTRgCT`,OR0S MAILING ADDRESS � ��J aI J -NV CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS •�-( h ��c• 19 � ,) Energy Plan Checking Fee $ $ nn 10 ati` PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: e C��'/ y /�✓� [//p� (i C 6 // Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Mobile @20.00 PERMIT FEE S ELECTRICAL PERMIT Fee 20.00 RLEFiling 600VMain Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license I In full force and effect. C� 12 1 License Class �--7/O Lic. No. i OWNER -BUILDER DECLARATION 1 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEwG OCCUP. OR ADDNS. ( a ACC. S. SO 3.5QFr. =RESIDT' MULTI -OUTLET ITS @7,50 a PSINGOUTLET CIR. OWELER APPARATUS Ex. Occup. OUTLET OR PocruREs 20 @ 1.00 BAL @ .50 Ex. Occup. OFuTiETs P=.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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 STAT = j_(Ar,1 MECHANICAL PERMIT Filing Fee 20.00 Heating 'L 3-> Cooling30 Hood 6.50 Ventilation PERMIT FEE S eAQ Policy Number i j -?_SQ (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 4 1 should become subject to the wor rs' compensation provisions of section 3700 of the Labor Code, I shall fowith•comply ith se provisions. A' X , `L Si na a of Applicant - El Owner ❑ Contractor � ge t An OSHA permit is required for excavations over 60" d ep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ. CONST. TYPE TOTAL FEE $ A9d--) EEs IMP FLOOD CDF PARCEL PD I HD ISSUE 1-11 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 0216 -L PERMIT EXPIRES ON Date Receipt No. b /a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r f Avg "F IAw Experience... Great Service Since 1947 / 1 �1 SOMI S EcS LA ID, go'XQ,y,t -721.4 TUTAt. Tot ac. CAP. r i t b' , -0 1� 4N } 690 THUNDERBOLT STREET, CHICO, CA 95973-9025 • LIC. # 345121 www.mcciellandair.com ��n-891-o2n9 9 1-800-794-0470 • FAX 530-891-5137 76.2 392 270 4 6 !02 4 92 8 85.6 392 37 2 356 33.9 736 504 408 3486 1648 1504 309.6 282 4 136.8 128 1202 71'2 1 14 4 67.2 64 ] 2.7 197.6 212.8 228 243.2 252.3 256 240 224.8 212.8 1088 201 6 103.2 192.8 19.1 57 54 2.4 273.6 2.3 288.8 2.2 304 334.4 364.8 395.2 10.5 10.2 5.3 9.8 9'q 5 48 46 4.4 2 19 1.8 425.6 1.8 31.8 38.1 21.6 32.4 20.8 20 19.3 9 18.6 8 8 8:6 8.2 4.3 7. 9 4.1 3.9 3.8 50.8 61.6 31.2 59.2 30.2 57-6 29.2 28 17.8 27 17.5 26.2 17 16.2 7.6 15.4 7.3 14.8 7 7 63.5 76.2 ' 98.4 94.4 90.4 55.2 53.6 gg 85.6 51.2 50 25 4 488. 243 46.4 23.2 22.2 14.2 21.4 101.6 184.8 384 176.8 369.6 171.2 165.6 160 824 154.4 80 78 74 4 qq 71.2 42 68 40.4 C 6 345.6 356 633.6 321.6 150 4 313.6 146 4 305.6 138 4 291.2 131.2 126.4 64.8 _Z 12.719.1 1.7 486.4 1.6 516.8 547.2 577.6 276.8 264 252 252 0 25.4 6.6 3.4 3.3 .608 1.5 638.4 - 1.4 668.8 14 699.2 721.3 60 790.4 31.8 13.7 6.5 13.2 6.3 3.2 6.1 5.9 3.1 52.8 35. 3 1.4 2.9 2.8' 1.3 1.3 38.1 20.6 9 12.6.8 11 8 4 5.5 2.1.3 630.5 39.2 38 36.8 18.6 18.1 17.5 17 16 16.6 10.8 16.2 10.6 10.47 10.27 C 76.2 76.2 62.4 117.6 60.8 113.6 34.6 57.2 33 6 53 6 32.8 31.3 15.9 30.6 15.6 15.3 244 2� 109.6 106.4 2312 103.2 1552 52 97.6 50.4 49.6 48.8 30 47.6 29.5 _2 Z 127 152.4 416 223.2 215.2 4G. 388 376 208 203.2 95.2 4 92.8 90 4 88.8 46.8 87.2 720 696 672 652 632 352 344 336 •193.6 328 189.6 320 184.8 181.6 n 0 616 600 584 568 556 313.6 308.8 544 536 m ------------ TABLE 12-8 FOR PROPANE GAS PRESSURE OF 10.0 PSI -n WITH MAXIMUM PRESSURE DROP OF 3.0 PSI C Maximum Delivery Capacity in Cubic Feet of Gas per Hour (CFH) of I.P.S. Pipe r � Pipe of Different Diameters and Lengths Carrying 'Propane Gas of 1.52 Specific Gravity D Size LENGTH OF PIPE - FEET Cn Inches 50' 1/2 1000 100' 690 150' 550 200' 250' 470 420 300' 390 350' 350 400' 325 450' 300 50(Y 285 550' 272 600' :21 -3/4 2,070 �1 1,423 1,142 978 867 785 722 672 631 -596 566 260 540 Z y 1 3,899 V 2,680 2,152 1,842 1,632 1,479 1,361 1,266 1,188 1,122 1,066 1,017 G) - 11/4 8,005 5,502 4,418 3,782 3,351 3,037 2,794 2,599 2,439 2,303 2,188 2,087 .11/2 11,994 8,244 6,620 5,666 5,022 4,550 4,186 3,894 3,654 3,451 3,278 3,127 2 23,100 15,877 12,750 10,912 9,671 8,763 8,062 7,500 7,037 6,647 6,313 6,023 21/2 36,818 25,305 20,321 17,392 15,414 13,966 12,849 11,953 11,215 10,594 10,062 9,599 3 65,088 44,734 35,923 30,746 27,249 24,690 22,714 21,131 19,827 18,728 17,787 16,969 1/2 650' 250 700' 240 750' 230 800' 222 850' 900' 950' 1000' 1100' 1200' 1300' 1400' 3/4 517 496 478 462 215 447 208 433 202 421 198 409 188 389 180 371 171 355 164 341 ' 1 973 935 901 870 842 816 793 771 732 699 669 643 11/4 1,999 1,920 1,850 1,786 1,729 1,676 1,628 1,583 1,504 1,434 1,374 1,320 11/2 2,995 2,877 2,772 2,676 2,590 2,511 2,439 2,372 2,253 2,149 2,058 1,977 2 5,767 5,541 5,338 5,155 4,988 4,836 4,697 4,568 4,339 4,139 3,964 3,808 21/2 9,192 8,831 8,507 8,215 7,950 7,708 7,486 7,281 6,915 6,597 6,318 6,069 3 16,250 15,611 15,040 14,523 14,055 13,627 13,234 12,872' 12,225 11,663 11,169 10,730 4 33,145 31,842 30,676 29,623 28,667 27,775 26,993 26,255 24,935 23,789 22,780 21,885 1500' 1600' 1700' 1800' 1900' 2000' 2100' 2200' 2300' 2400' 2500' 2600' 1/2 158 152 148 143 139 136 133 130 127 124 121 118 3V4 329 317 307 298 289 281 274 267 261 255 249 244 1 619 598 579 561 545 530 516 503 491 480 470 460 11/4 1,271 1,228 1,138 1,152 1,119 1,088 1,060 1,033 1,009 986 964 944 11/2 1,905 1,839 1,780 1,726 1,676 1,630 1,588 1,548 1,512 1,477 1,445 1,415 2 3,669 3,543 3,428 3,324 3,228 3,140 3,058 2,982 2,911 2,845 2,783 2,724 21/2 5,847 5,646 5,464 5,298 5,145 5,004 4,874. 4,753 4,640 4,534 4,435 4,342 3 10,337 9,982 9,660 9,366 9,096 8,847 8,616 8,402 8,203 8,016 7,841 7,676 4 21,083 20,360 19,705 19,103 18,552 18,045 17,575 17,138 16,731 16,350 15,993 15,657 v 5 38,143 36,834 35,645 34,560 33,564 32,645 31,795 31,005 30,268 29,579 28,933 28,325 6 61,762 59,643 57,718 55,961 54,348 52,860 51,483 50,204 49,011 47,895 46,849 45,865 j,' ., ' � .. ., y �,.. ._ ...>. ...'. ._. .. _.-� +!R'ti "¢*"i=.�7�.:'— �w� T w" � rr -�i:: . -•� _,r :.,�►...�., ..�y .�K.:.,.....-w-�:s�r-,-••t 49� AW COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING -DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT T - ASSESSOR PARCEL NUMBER 040-150-054 ZONING BUILDING PERMIT OWNER sIr%Iois$ IU6'i e m TELEPHONE —21 91 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 7 r CONTRACTOR'S NAME - g I: TELEPHONE W-3541 CONTRACTORSMA W 4b AVE. v NICO CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADQRESS 122 TABBY W& �� CA 95928 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work: W LE Gas piping system 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 35,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, in full force and effect. and my license is/ License Class t`0 •-i/1.! I! Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors, to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 1 - ; __r /r e"(r _ l Policy Number' r,4 O'n *AR k. -AIV (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X t t . �/ r 1(F Date "` /00 Signature of Applicant - ❑ Owner Q Contractor ❑ Agent An OSHA permit is required for excava(ons over 60" deep and demolition or construction of structures over 3 stories in height. Main Service z00A TO 46.00so CCU000A NEW CONST. DWFILING OCCUP. OR ADONS. ( a ACC. S. SO 3.5¢FT; ryp�T. Ip. MULTI -OUTLET 97,50 PO WER APPARATUS d swGLE OUTLET CIR. EX. OCCU OUTLET OR FDCTUREs BAL .S0 Ex. Occup. D� TS p. D °E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET: $ Mobile Home Installation Fee $ q Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ R� M HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions f indicated duabove for fees have beelntpaid to do work nt L Q )�- By i Date PERMIT EXPIRES ON ate Receipt No.' A1r*' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '.1G'Y'r1v��' ae'�►°=�7rr�e-"�i`�-3e�'rem="�"'T-vd-��n'''y,`'�"'rae=+.w�1i,�.-'�g.7r COUNTY OF BUTTE Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �Dti5 _�--' 'OWNER PERMIT NO. Gv-a g� y A routine inspection indicates that the following violations of butte county Ordinances exist at the '• above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r:f . {? U e r ez- aJ St:a 114 0 ze 4 I asc- // Lae's /2-/.Z(- Date 2-/.Z6 Date '2" 0 Inspector I` U -15 REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ' CORRECTION NOTICE J • mss-,,, .,� 00 ;OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, _ please contact this office immediately. 'L (ice � 7Lt� _ N J �G �ICt7� % � �✓ � G i!�/ i .?i-9/J'r�i_�i oma✓ cf� r�lG%f1>t Date 21 Inspector REV 10/92 COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-150-054 ZONING BU I LDING P ERM IT OWNER SIMMONS TOM TELEPHONE 142-2191 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1769 TARRY TANE, DITR14AM CA 99918 CONTRACTORS NAME TELEPHONE 342-3541 CONTRACTORS MAILING ADDRESS 46 NORFIELD AVE. CHICO CA 95928 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1762 TABBY LANE DURHAM CA 95928 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um 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: GAS LINE Gas piping stem 1 - 5 outlets 15.00 15.00. Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service POA oa mss 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 . in full force and effect. License Class o Lic. No. 72;V716-7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, SO OR ADDNS. ( a ACC. BLDS. 3.5QFr: NON-RESID. T. MULTI.OUTLET Q. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20 @ 1.00 SAL @ •50 Ex. Occup. oLIT>FTsR 1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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'��QQm��pensatj'Qn Insurance carrier and policy number are: Carrier al 4— gjaL3� L (fS(,C.Ct"f-(,/ Policy Number L{ 3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. '� / X4A�to Date 4", Signature of Applic - ❑ Owner Contractor 11Agent T An OSHA permit is required for excav Ions 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 FES S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAz. D FEES IMP FLOOD cDF PARCEL PD HOE! 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. c By /Date [/ PERMIT EXPIRES ON / 11 1 7_ ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESS -OR PINK -INSPECTOR GOLDENROD -APPLICANT ,�, _._ _ _. ,. _ ......, b.....ay rn•.i�—n'�.. �,y.,�".�.6;�""7�T rsr rC 1 ' 040-150-054 00-3009 SIMMONS, TOM , 1 1762 TABBY LN, DURHAM . CONTR; SUBURBAN PROPANE GAS INSERT I/b/u( li�ul aF COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICI=S - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPL�ICATIONANDPERMIT� J. ASSESSOR PARCEL NUMBER 040-150-054 ZOMAC3 BUILDING PERMIT OWNER Y TOM SIMMOM.342-2193 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAKING ADDRESS - - 1763 TABBY bil DURHAM 95938 CONTRACTOR'S `NAME SUBURBAN MPANE TELEPHONE 362-3541 CONTRACTORS MAILING ADDRESS 46 >!IARF ELD AVE, CHICO 95928 i CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 176' "HAN Energy Plan Checking Fee $ $ a PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF _❑ Duplex ❑ Mobilehome ❑ Other 1 sPECIFv 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 0 Installation ❑ Other ❑ Describe Work: f�an�t�n�w Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 0V OR LESS Main Service . A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licenseisin full force and effect. License Class (' t. "; '.. ( -..I (i Lic. NO. % -, c%s T {r � OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the,property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLOS. SO 3.50FT; ppµRESID MULTI -OUTLET 97.50 PSO;r APPARATUS a SINGIE ourLl=T CIR. EX. OCCU . OUTLET OR FIXTURES BAS @ .50 Ex. Occup. o rLETs XEDPRL.16 cEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 1 have, and will (naintain workers' compensf tion Insurance, as required by Section 3700Af th�ye Labbr Code, for ce pe om uric f work for which this permit is issued. My workers' compbhNtibn-iosurs c>a,air and policy number are: C� UU'.e�r ' ! Nt„ >A 1%:, :)P c "+ A It n f 1hi PolrcyN�ilmber ' rq =_, ';. AV (The above re 1 o be ompleted if the permit is for work of a valuation of one hundred dollars ($�0�) or ss.) ❑ 1 certify that in the performance of t e work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X f Date / ' �a f 11'(� _ Signature of Applicant - ❑ Owner g" Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction.. of structures over 3.stories in hei ht., MECHANICAL PERMIT Fling Fee 20.00 Heating �• Cooling Hood 6.50 Ventilation PERMIT FEt S 35.00 Mobile Home lnstallatbori'Fae- �'$ Energy Inspection/Fe6 -�' $ GCC CONST.,TYPE TOTAL FEE $ 35.00 HA2. p. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which -fees have �13 PERMIT EXPIRES ON r the applicable provisions Resolutions to do work been paid. f� _Da/P Date ReceiptNo. ��'s� �W WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT u COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT o- ASSESSOR PARCEL NUMBER 040-150-054 ZONING BUILDING PERMIT OWNER XXXXXX TOM SINMONS TELEPHONE 342-2193 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1763 TABBY LN DURHAM 95938 CONTRACTOR'S NAME SUBURBAN PROPANE TELEPHONE 342-3541 CONTRACTORS MAILING ADDRESS 46 NORFIELD AVE CHICO 95928 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1769 TARRY LN, DITR14AM Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAMEPARCEL 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities R Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR IPSS 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 -s in full force and effect. License Class C .2(' 03(.o Lic. No. %aA-7to OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for. the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com nsation insurance carri r and policy number are: Carrier �lAV%A `jar er+cj �rdSt-t_et fL Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ,a/a,l X �ii%�!r}LQ�U Date i� Signature of Ap cant - ❑ Owner Contractor L1 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 Wo OCU000A NEW coNsr. owELLING Occup. 9.5¢F°: ADDNS. ( NOR EW CONST. MU I`ou�TLSET NON-RESID. @7.50 POWER APPARATUS S SINGLE OUTLET CIR. Ex. OCCU ountToRFocTVREs eA�iFIXD 0* Ex. Occup. Ouri R� D ° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating INSERT 15.00 Cooling Hood 6.50 Ventilation PERMIT FEIE $ 0 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAz. D FEES IMP I FLOOD I COF PARCEL I PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated ove for whi ees have PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. I� 0 6 II ate Receipt No. 309337/$35!00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 040-150-054' -,PERMIT#95-0931 SIMMONS,'. Tom 1762 Tabby lftJ , ."Durhain J Cont; Four Seasons'Roofing Reroof/SF ,a t _ i r � 1 , 1 r e i, r �l f 1 . . ,.--, .+.�,...�+-�+-+w-,..�... .- ,,, }s+•.wr..-;.., '!#I�s�m1 _T'.'l�ofcd➢Fi'1fas+><iF+:'�: -1 rv'.t . r.inr:. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV,N 7 County Center Drive - Oroville, Caiifernia .95965 - Telephone (916) 538-75 PERMIT NO. APPLICATION AND PERMIT �3 or ASSESSOR PARCEL NUMBER Q / �+ �..� =ga� . BUIL NG PERMIT OWNER C>,17 caws TELEPHONE SO. FT. OCC. BUILDING VALUATION ��..Si OWNER'S(.. LL1NO ADDRESS � 4 OvAHAM, Coq /Y /'� CONfMCT R'S NAME tl �'J' U4 ,SAVS0/VS /'�9Cke,/'1 TELEPHONE oyds CONTRACTOR'S UNG I RESS4-irtz Wr C N 1 L Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ �✓� Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECTOR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS '. '7'A4 3 PERMITFEE $ 11 yy� 1 v WRIVIO /YJ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Qr Describe Work: _4e_Azwo Mobile Home I S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service a V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO ,000A ) 46.00 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 C Z -f Lic. No. 6 S�90 % Sj 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. I Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR NS. ( -ACC. ) SO . 3.5a FT. NEW CONST. MULTI.OUTLETLE T C NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 'POWER OUTLEr US Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 B"L S° Ex. Occup. ( OUTLEEDTS (RESID.iEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 1�r1 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 insuranc c mer and policy number are: Carrier, ATIE, Policy Number (�� Q�2(� (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' compensa o . ws-Qt California d ree that if I should become subject to the worke e('mpggisatio pro 'Ion of section 3700 of the Labor Code, I shall fo • /com fy with thos prov' ons. c/ X �_ Date ��? S (nature of Applicant - ❑Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 5,17 HAZ. D. FEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By ql✓'�w.,,, PERMITEXPIRESON l the applicable provisions Resolutions to do work been paid. .Date (Date) ReceiptNo. 5` X00 WHITE-D.D.S.-B.D. r CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT " I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVIS N 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT NO. APPLICATION AND PERMIT 3 it ASSESSOR PARCEL NUMBERZD Y0 - ice- 5-1 ING R BUILIMPERMIT OWNER(l ! ✓�7 0.-V5SO. C>,47 _i /�1 TELEPHONE FT. OCC. BUVALUATION $ booILDING OWNER'S MAILING ADDRESS Dt�Q reW LTJ , HAM CA5,�3 Q CONTRACT R'S NAME CONTRA; �UR S44so.4s ADoG�IW - TELEPHONE 5:0we CONTRACTORS MAILING "DRESS ,7 Sg F1rt2 Liar Cx/G'- C4 97SY2Z Fireplace CONSTRUCTION LENDER UNIOVOWN Total Valuation $ �v LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS ',7462 ..AMY Lj PERMITFEE $ 15-11 yy�� ,0 V ?N✓a /Yj PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF r Duplex ❑ Mobilehome ❑ Other —� SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: -CC A ��- Mobile Home I S I GI W I @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinci Fee 20:00 Main Service a0OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 c° z9 Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. BLDS. ) SO . 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET US Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 64L S° PPLNS. OR Ex. Occup. OUTLEEOTS RES D.) EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 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' comensatio insu ince c mer and policy number are: Carrier /�` �(%� Policy Number f '; 193Z c (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 shell not employ any person in any manner so as to become subject to workers' compens California, d e that if I should become subject to the worke mp satin pro Aon of se tion 3700 of the Labor Code, I shell com y with th s prov' Ions. c� ___ Date y�v Z_fa_i!t5u_reof Applicant - ❑Owner 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 Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE ; Contractor Mobile Home Installation Fee Is Energy Inspection Fee Is occCONST. TYPE TOTAL FEE $ 3' HAZ. 1 D. FEES IMP FLOOD CDF PARCEL PD HD LSSUE This permit is hereby issued under the applicable of the Butte County Code and/Or Resolutions indicated above for which fees have been BY PERMITEXPIRESONITE•D.O.S.•B�CANARY-ASSESSOR (Date) provisions to do work paid. 1 rReceiptNo. ��UO PINK -INSPECTOR GOLDENROD -APPLICANT Ir OSI '1 fil COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 5-1 APPLICATION AND PERMIT ASSESSOR PARCEL NUMB R ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC, BUILDING VALUATION O NER S AILIN AD R 5 0- N T -A A C T S E TELE HONE �%� O TRAC OR'S MAILING ADDRESS , Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ ' ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ �. PLUMBING PERMIT Filing Fee 10.00 —Z Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL M P Water piping 5 0 Each qas water heater or vent 5,00 i USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: _ 1� �- e- Ml�L1��1 /�-,,�1i f) Permit Fee $ Contractor ELECTRICAL PERMIT FilingF.ee 10.00 � Main service 6101 OR LFSs _too AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 Cperjury ONTRACTORS LICENSE LAW I declare under pen ofOR y(check.one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contract j�g with licensed contract- ors. (Sec. 7044) �` ❑ I am exempt under Sec. , Business and Professions Code for this reason NEw CONST. ( DWELLING OCCUP.&\ , ADDNS. ACC. BLOCS. hcsgft NEW CONSTR ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS&\ SINGLE OUTLET CIR. / Ex. Occup( OR FIXTURES 20050c &ALS 30 Ex. Occup. OUTLETS (FIXED PRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor ORKMEN'S COMPENSATION INSURANCE I declare and penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner E] Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE ) , OCCUP, I CONST.TYPc IFLOODIPARCELI PD HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS Date ��(( V —/r'+ Receipt 'No. WHITE=D.P.W.. YELLOW-ASOESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT IZ T.,c- C7 S� zIt n ��tL1 J 6 . PERMIT NO. _ 1516-83B31E,M + . PERMIT EXPIRES +� OWNER THOMAS SE MONS CONTR. Owner ti f ASSESSOR PARCEL 40-15-54 LOCATION 1762 Tabby Lane, Durham et — i FF't ti i� r ji fir. .. } Temp. Power Pole— CalledPG&E _ Temp. Elec. Service Called PG&E Temp. Gas Servi ci Cal led PG& E JOB FINALED (D 4 Signature— i� 44r. ty� n V = OK 0 = Not OK s = Not Applicable MOBILEHOMES Not Ready MISCELLANEOUS rl� Date MOBILEHOME UTILITIES (Plans) OK except s's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance 6. Carports; Windows -Doors _ 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except It's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes- Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch S 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date K r JOK 0 = Not OK - = Not P.ppl icaMe , t * = Not Ready RESIDENTIAL (Sin,gle and Duplex) Date UND_ERFLOOR Plans OK except N's Date FRAMING (Continued) r &!_ (�Q Zoning requirements -Setbacks -Easements P." 1g., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth 48. Property Line Firewall & Openings 49. Ext. Doors -One 3' -Check Gafage-3rd story, 2 exits 3. Fig., Garage; Soils -Steel- / /" Ftg. Depth 4I Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width-Headroom-Rise-Ryn-Landing-Fire Protection 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers - /r,i15iemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer — -e--Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access _ iers-Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic - W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test Shear Walls; Nailing -Bolts as Pipe; Size -Anchors Water Pipe; Test -Anchors -Regulator -Service Test _- 1 Electric; Underground ---LL,4_lenums & Ducts; Clearance -Material -Support -Ins. Ia3/6irders-Sills-Anchor Bolts -Joists -Vents -Cripples _ Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date F_ IN6AejPlans) OK except ✓I'g' Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's F Steps -Door & Sitiefight Protection -Landings Smoke Detector 14. Water Ht.: Vent Access -Combustion Air -68r-serrnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection Water Pipe; T t & Anchors -Nail Protection _15. Test Fttngs & Anchors -Nail Protection Bedroom Exiting 1116._D.W.V.: 17. Shower Pan; est, Firs( Floor -Tub Access b�G.F.I. & Bath Fixtures & Tub'Access 18 Test Tub& hower, 2nd Floor -Tub Access -el--E c. Tr' Subpanel; Breaker Sizes -Labels _ 19_. Pipe; ize & Anchors tairs its _Gas replace or Stove; Clearances -Hearth i Card -BI Date Card -BI Date rd Plec. Outlets at Wood Panel; Int. & Ext. -66r-Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 'CB-Elec. Outlets & Receptacles at Kit. Counter Date L ICAL Permit OK except k's '57 -Garage Fire Door; Swing -Landing -Closer -9@---A.C. Duct in Garage -Damper fwfure & Transformer Clearance -Ins. Protection 40 -Mr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meeh. Protection - —111El c. _Receptacles Spacing -Lights &Switches at Doors 'IT- Plb., Elec. & Mech. Equip. Listed for Location - 2 e Boxes & No. of Conductors -Stapled Receptacles in Garage; (G.F.I.)-Romex Protec. Romex Installed Close to Edge of Studs & C.J. 4 quip. Ground made up w/_Mech. Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic ❑ Yes - -_ _26.j Circuits in Kitchen & Conductor Size uard Rails & Deck Construction -Post Caps trbfee Wir �G._-6cbieed Wire Size_i / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At --Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor El Yes aAI ge Circ. / / ga. Cu or -Oven Circ. / / ga. Cu or AI, — Insulated Neutral Yes No on cP�vice-Riser Conductors & Ground -Main Disconnect - --=-- -- �g.Following instld.: Drive ❑ Yes G1 No; Walks [ Yes El No; Planters ❑Yes ❑No ei6--&ucco; Brown-Finish uip_Clearances; Pane lsMotors_Mech. Equip. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet lothes Closet Light -Shower Light — --- - ---- - - --- -- -- - --- - - Card B-1 -Date Card -BI Date - -�-Y - qr------.- - ---- - -- -- -- Card B -I Date Card -BI Date 79v -,Vents Above Roof; Plb A liance-Fire I Clearance to 0 n s. -7.1-aver Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground entilation throughout House V. 9 Glass Protection Date MECHA CAL (Permit) OK except N's — O'Corrections from Previous Inspections •-B das Test -Meters Tagged; Gas -Electric A.. Ducts_ Insulation & Support -- -- 32 -Fan; Exhaust above Insulation — 31/Attic 33densate_Drain _& Overilow; Size & Grade__ 34ace-Vent; Access -Comb. Air -Return Air Vent -115V outlet 35 Access & Platform if Furnace in Attic - _..-.. -- ---- ._ _ _.__- Card -BI Date Card -BI -_Date - _— Card -BI Date Card -BI Date --ft.-Mater & Sewer Connected -C/O to Grade -HD Approval 86, Energy Compliance Certificate -Other Certificates - Card -BI Date Card -BI Date Card -BI Date Card BI Date Card -81 Date Card -BI Date DateFRA G(Plans) OK except q's Comments at Final: Si I!X Proper Material & Anchors alls; Studs -Nailing, Spacing & Bracing -Plates -Sound :" ring Walls over Girders &_Floor Nailing _ raft Stop i_n W_alls (rat proof)— �—Stops; Furred Ceilings-Stairs=Chases-Tub_ - — �Qaeader &Beam -Size &Bearing gers-Post Caps -Anchors -Connectors g. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. replace Ties or Type A Flue -Fireplace Throat tic Access; Size _& Romex Protection -Draft Stop -Ins. Baffles drm. Windows _Exiling Doors -Sill Hgt. & D_imensions _ :rage Fire Protection Framing _ _ __ _ _ — (NOTE: An entry must be made each time youvisit jobsite) r� COUNTY OF BUTTE i DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE i A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date w COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS —196 Memorial Way, Chico — Phone: 891-2751 7,County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise -- Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER v PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ma tier, or need additional explanation, please contact this office immediately. 00 / Q'/ v'LQ `_I`I1r,y,,`,� 11A-\11111 0 V �- Inspector_._ Date w COUNTY OF BUTTE- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, C3fifornia`95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PA L N MBER ��is=s ZONING BUILDING PERMIT OWNER/ fi C /14" OAA � /(��J !Y -g2 HONE 3 SO. FT. OCC. BUILDING VALUATIO /g��/'�/S9 O W R AZ^�I/N G AV' / r✓� pV1 •`..-'' / �l M5/ //� �. /n L �ti CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace i�0 d, pU CONSTRUCTION LENDERle,jLj UNKNOWN Total Valuation $ 75, -0D Filing g Fee $ 1.00 LENDER'S MAILING ADD Permit Fee $ 115, C70 ARCHITECT OR ENGINE LICENSE NO. Plan Checking Fee $ , SO Penalty $ ARCHITECT OR ENGI ER•S MAILING ADDRESS Permit fee $ , BUILDLNQ ADDRESS n f� 1702- /c/J` N PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF L^s Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home IS I GW 10.00 e TYPE OF WORK New Addition 9 Remodel❑ utilities[:] Installation[] Other 0 Describe work: !-' I LiJ t4DI-) B /Z /J Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00- 0.00J Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OOR ADDNS.LDGs.01/ AC 2�z Qsgft �(,y CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. Icense No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CCONSTR.� LTB OUTLET NON•RESID BRANCH CIRCUITS) 2.50 ea NEW CONSTR. POWER APPARATUS &) NON•RESID. SINGLE OUTLET CIR. / Ex. Occu 20®800 P.OUTLE OR FIXTURES BAL®30 FIXED A Ex. DCCUp. OUTLETS P(RES(D.)LNS REA.) 1 2.00 Temporary service 1 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): F]The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating e D ?)9CT_S ro V Cooling Hood 3.00 Ventilation permit Fee $ ,per, Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s County in consequ nce of The granting of this permit. L ,r� X Date " 7 Q Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE$ �� occuP. GROUP �_360 TYPE OF co ST. F PARC L PD MD IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC 111:tb % By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS -7 Date — I- Receipt Receipt No. ��SZ1S YELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS (location) BU ILD ING PERMIT NO. r;C. M A. P. NO. L(o - THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED.PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge Single Glazed Fdn. Walls A- Special (Insulated) w Floors CERT. & LABELED WDS. Walls I, - _i & SLIDING DRS. N Ceiling/Roof tlt,y WEATHERSTRIPPED DRS. Ductsi cF� DAMPERED FANS gij— Circulating Pipes AIA INTERMITTENT IGNITION DEVICES_ APPROVED HEATER CERT. APPLIANCES jjer APPROVED WTR.HTR I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name 1 -ht &,&j i,/ 4 �� e, —I Signature of (please priVt) Insulation Applicator I State Contractors License No. General Contractor/Owner Name i'f��, ►meq U �i�w�n� 3 Signature of (please print) General Contractor /Own er_�::W Date State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION " -,---,.,—WITHIN THE DWELLING. n RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS (location) BU ILD ING PERMIT NO. r;C. M A. P. NO. L(o - THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED.PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge Single Glazed Fdn. Walls A- Special (Insulated) w Floors CERT. & LABELED WDS. Walls I, - _i & SLIDING DRS. N Ceiling/Roof tlt,y WEATHERSTRIPPED DRS. Ductsi cF� DAMPERED FANS gij— Circulating Pipes AIA INTERMITTENT IGNITION DEVICES_ APPROVED HEATER CERT. APPLIANCES jjer APPROVED WTR.HTR I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name 1 -ht &,&j i,/ 4 �� e, —I Signature of (please priVt) Insulation Applicator I State Contractors License No. General Contractor/Owner Name i'f��, ►meq U �i�w�n� 3 Signature of (please print) General Contractor /Own er_�::W Date State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION " -,---,.,—WITHIN THE DWELLING. 7e ,,I -A,`, PERMIT NO. 2067-75 B,P,E Temp. Por Pole Calle PG&E ` /INALED ec. Serv.i'- PG&E Oma s Serv. PG&E (DatV__z r -2-e - jb�r " -,/j (Signature) E M '.1H UTIL. PERMIT NO. 7-bwN PERMIT EXPIRES I0lir L RAML (V1,4R,Ai 7W/5 IS OWNER Wayne R. Bird ,yam yU �PONTR. owner _ OCATIONJA.P. 40-15-19 `) A_1 e/s Lott Rd., 1500' so, of Cummings Rd., Durham S Temp. Por Pole Calle PG&E ` /INALED ec. Serv.i'- PG&E Oma s Serv. PG&E (DatV__z r -2-e - jb�r " -,/j (Signature) cr v COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD DATE REMARKS OR CORRECTIONS (c 76- 7 � '-7�r o67 -5'L4- 5 P�QDvd�� oa/�r � c. 7"b �, ren./ 6 � R �, j`� � •ear S Aou) � Ul4 LT.Si, 125,57-," Z), -- 7 5 M 43� A"K U cru SJR D Ho k iSs i R/ 1--1141V454 C0U7/,;:'A-.1 ic,5,60 9141/ xLs e/K 87//z- kEV4 C1(,1/X16 Z)" /,v &zqi/v S No wz�,e. PW BUILDING BUILDING (Cont'd) PLUMBING Setback e Firewall Soil Piping Forms Parapets 1 s Floor Main Bldg. Restroom Finish,'L - 2nd Floor o�ot " �7 Footings 42 — - O Windows --/101 "% 3rd Floor StemwaII' �- -lid in - j _.2..� �5�� To out Slab Roof Sheathin Water Piping7 Piers Roofing Sewer Garage Fdn. Vents 4 —6� -7 ro Fixtures Footings Garage Vents Water Htr. StemwaII Prov. for physically Heaters -Z Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas Slab Final - ( `2 Sanitation — Patio FIREPLACE Final Footings Footing ✓ ELECTRICAL Masonry Walls Throat Rough `7 Reinf. Steel Final - Fixtures Bond Beam FI E KLEMr, Motors Framing "'c2+% Test Water Htr. a Stucco 4 Final Subpanels Mesh F r H A 015A L Grd. Fault Prot. ----- Scratch Heating' Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath S eA- Ventilation Permanent Door Closer ---------- Final Final Z/ %-:-> DATE REMARKS OR CORRECTIONS (c 76- 7 � '-7�r o67 -5'L4- 5 P�QDvd�� oa/�r � c. 7"b �, ren./ 6 � R �, j`� � •ear S Aou) � Ul4 LT.Si, 125,57-," Z), -- 7 5 M 43� A"K U cru SJR D Ho k iSs i R/ 1--1141V454 C0U7/,;:'A-.1 ic,5,60 9141/ xLs e/K 87//z- kEV4 C1(,1/X16 Z)" /,v &zqi/v S No wz�,e. PW ,This form supplied by Longfellow,Lumber. - THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE %KITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: Street Lot Number Tract No. Exterior Walls""�� J Manufacturert,4-6 v W Thickness/Type R Value ` Batts: Manufacture r Thickness / (—L- R Value I Blown: Manufacturer Thickness Ho. Bags Wt./Bag Sq. Ft. Covered R Value loors Manufacturer Thickness/Type Slab on Grade Manufacturer Thickness/Type Width of Insulation Foundation Walls Manufacturer Thickness Ty c- l�il'✓�/l-P/V BY TITLE /S INSULATION CONTRACTOR / v BY TITLE R Value R Value Inches R Value LICENSE NUMBER 'DATE LICENSE NUMBER DATE This form. supplied by Longfellowtumbe,r. THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: .rf z7 Street Lot Number Tract No. Exterior Walls Manufacturer V c4w[ ickness/Type - `' F{ Value Ceilin Batts: Manufacturer Thickness ( 1i R Value f Blown: Manufacturer Thickness Ho. Bags Wt./Bag Sq. Ft. Covered R Value /Cors Manufacturer Thickness/Type R Value Slab on Grade Manufacturer Thickness/Type R Value f� Width of Insulation Inches Foundation Walls Manufacturer Thickness/Type R Value :ENSE NUMBER TE :ENSE NUMBER f f ILL: DATE 7 6 yr T0: Building Department 14 76 FROM: 'Environmental Healtn RE: Sewao and/or Water Clearance 0 NER LOCATION A .P## Has been approved for.: DIST' 4A SjR SUPPLY a� Sanitarian Date S95-775 s COUNTY OF BUTTE° — 9EPARTMENT OF PUBLIC 7 County Center Drive — Orovi Ile, California 95965 Tel ephone:834-4541 APPLICATION AND PERMIT aurnurice representaUVes of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 0 J Date S OSigna a of Permitee or Agent Receipt No. _ /, (0z --I ,1 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE R OF PUBLIC WORKS By Date l 1 Building permit expires Date,r BUILDING Owner ` SQ. FT. OCC. BUILDING VA IATION - 0 o sas Mailing Address p /� (�. elephone o. Fireplace Contractor Total Valuation o S Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee / Building AddressPLUMBING No. @ FEE PERMIT FILING FEE $3.00 .00 r G•/0 hEach Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 o,s Each gas water heater or vent 1.50 %q Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F W Sa ire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Pa el aP 60' R/W Im r p ove ents Lawn sprinkler system 2.00 Bldg. ans Recd � 7Parce/l pproval Pla Approval Permit Fee j-� $ NEW ADDITION [JUTILITIES ❑ OTHER [JELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 eQ Main service incl. 1 meter 0,,4w. Additional meters, each 1.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel 02 or less) (more th9A 12) 5(j Range, Cook-tor Dien 1.00 Water H ter or Space Heater 1.00 Light fixturesy pa 3, RaWs., swit & fix oyrt107'r ny , CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D . 1 1.00 r 0.0 Air conditioner or heat pump Water pump / t4 , 0 Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ L� a WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. �j I certify that in the performance of the work for which this - permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ • I certify that I have read this application and state that the above information is correct. I agree to comply to all,County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE aurnurice representaUVes of the County of Butte to enter upon the above-mentioned property for inspection purposes. X 0 J Date S OSigna a of Permitee or Agent Receipt No. _ /, (0z --I ,1 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE R OF PUBLIC WORKS By Date l 1 Building permit expires Date,r W77 COUNTY OF BUTTE —APA PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 �J �f �� Telephorie: 534-4541 3 / 1-/ / APPLICATION AND PERMIT /�- White-D.P.W. — Yellow -Assessor — pink -Inspector — Goldenrod -Applicant I 06ilding permit expires Date -S —1'1— 1 BUILDING OwnerN E SQ. FT. OCC. BUILDING VALUATION Mai l Ing AddressRT 1 CM ap 2 T e hone No. Fireplace Contractor Total Valuation Mai Address Permit Fee VsK 1 vx)(D S, OCT— 7 Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address E G , PLUMBING No. @ FEE PERMIT FILING FEE $3.00 l K Each Trap 1.50 A M Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 4-o� 1 l IE�Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 Parcel Ap al Plans Ap oval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 {, /� II nn .A p a�J �j •_K1� /•f,L_ !_ �il�MIT �6-7— , &,,ice 1600V OR 00 AMP LOR ESS ESS 5•�� w 1_TIAM tC I � e� ��FF` 1�"'7 /� tr. M& Main service EA. ADD'L 100 AMP 2.50 , Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service 1OVER 600V 00 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGL-INGS. OCCUP. &) 20sgft NEW CONSTR. MULTI -OUTLET NON -RES'.. BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS &) NON.RESI D. (SINGLE OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)LLzsa BAL@1 APP LNS. OR Ex. QCCU (OUT P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 ,9I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this LL'Okpermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. i 0, X `—� ` Date �L Signatu of Permite or Agent Lj d1 a�t l Receipt No. --r_ 6 MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 L-)® Heating % �p-j tsz,000Q r0 Cooling $70 Ventilation Hood 2.00 Permit Fee $ 1 0C) $ t I�C TOTAL PERMIT FEE $ 4 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 aid. DIRECTOR UBLIC WORKS BY Date�� White-D.P.W. — Yellow -Assessor — pink -Inspector — Goldenrod -Applicant I 06ilding permit expires Date -S —1'1— 1 r r 2 -84i --,-76B + PERMIT N0. PERMIT EXPIRES }' OWNER Wayne R. Bird CONTR. _ oner LOCATION (A.P. 40-15-19 r 4. E/S Lott Rd., 1500'S.of Cummings Rd., Dukam 4 f%? 4 11 i' t rh .a � A r i Temp. Power Pole r Called PG&E Temp. Elec. Sery f�N CalledPG&E Temp. Gas Serv. G&E ' ailed PG&E/JO + f JOB �.- FINALED (Date— <'=)� (Signature) Footinos / I Footinq s / I ELECTRICAL FI _Mesh NECHANI !=' Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Latir Ventilation Permanent Door'Closer �— Final Final DATE /,/"i5;L 3 ` 74 REMARKS OR CORRECTIONS r�'►"C�i a�l�'IJC �,fl+-4`�Go� (�' 1 10 r 7' S G /2 -s-o FF[ I— -7� (NOTE: An entry/must be made on this form each time you visit the job site.) �i COUNTY OFlBUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback c3'` Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. N Restroom Finish 2nd Floor Footin s Windows 3rd Floor Stemwall Siding O - r To out Slab Roof Sheathing -iater Piping _. _ Piers Roofing - Z� Sewer Garage V Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall 3 - G Insulation Heaters Slab Prov. for physically Appliances handica ed Carport Conformance of ex. Gas Piping & Test Footings structure Temp. Gas Slab Final. _7 Sanitation Patio FIREPLACE Final Footinos / I Footinq s / I ELECTRICAL FI _Mesh NECHANI !=' Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Latir Ventilation Permanent Door'Closer �— Final Final DATE /,/"i5;L 3 ` 74 REMARKS OR CORRECTIONS r�'►"C�i a�l�'IJC �,fl+-4`�Go� (�' 1 10 r 7' S G /2 -s-o FF[ I— -7� (NOTE: An entry/must be made on this form each time you visit the job site.) ! COUNTY OF BUTTE — DEPA'RTMENT OF PUBLIC'WORKS 7 County Center Drive — Oroville; California 95965 Telephone: 534-4541 APPLICA- 0N. AND PERMIT F ��.-- w •..•+..� iepmseni.auvca UI ule County UI Butte to enter upon the above-mentioned property for inspection purposes. x Date Signre of/Peerrmitee or Agent/ Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Of'PUBLIC WORKS BY � _ Date Cry--7i� % ,tom wilding permit expires Date BUILDING Owner ` r SQ. FT.' OCC. UILDING VALUATION . Mailing Address J o © e ' Tele hone o. ' Fireplace Contractor Total Valuation 6 t d Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Buildin Address g �— 0_771 s -o PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ��?. /t' �2 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. �-�' Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 sW. . ati ire Dept. I FireZone Use Permit Building sewer 5.00 EQA IParking PI Parcel Declaration Parcel Ma P 60' R/W Im rove ents P Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Ap royal Plans Approval Permit Fee $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP OR11V OR LESS5.00 Main service EA. ADD'L 100 AMP 2,50 Single Family'❑ Duplex ❑ Mobil Home ❑ Others ER 600V Main service 10 0 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 / ✓7 l!a NEW CONST. DWELLING OC OR ADDNS. ( ACC. BLDGS. ) 20sgft NEW R. CONSTMULTI.OU T NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW, I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@LaS BAL�L1 04 Ex. Occup.(FIXED OUTLETS P(RESID,)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ 1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby .I TOTAL PERMIT FEE C w •..•+..� iepmseni.auvca UI ule County UI Butte to enter upon the above-mentioned property for inspection purposes. x Date Signre of/Peerrmitee or Agent/ Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Of'PUBLIC WORKS BY � _ Date Cry--7i� % ,tom wilding permit expires Date RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) OWNER WQgN r& Zip Bldg• A. GENERAL ii! Zoning requirements (sideyards and parking). Valuation. 3,t -'Signature by R.C.E. or Architect (if required). B. PLQJ PLAN 1-1 Complete parcel site and dimensions. Setbackg, sideyards, easements, etc. 3�'Other buildings or structures. 4/ Grading, fills, drainage. C. FLOOR PLAN Complete to scale plan with dimensions. 24 --'Required windows for.light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). Permit # 30 T S -7 # 44®- - :, f Allowable glazing for energy requirements (20% max. per.State law). 5% Human impact glass (Sec. 5406). 6.- Required room sizes, ceiling heights (Sec. 1407). J/ G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). 80.�Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Lg! Garage firewall, door size, and closer (Sec. 503(d)(4)). 1iO.O**" 1 - 3'0" exterior exit door (Sec. 3303d). I,&! Fireplace location. 13,..—Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS jor- Foundation plan complete enough to construct building. ;/, Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. k"7Roof construction details complete enough to construct building. replace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. ?O -Stairway details (Sec. 3305). Guardrail details (Sec. 1716). rick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). 810' Proper roof pitch for roof covering (Chapter 32). 7. after ties or bearing ridge beam. Garage door or porch header sizes. 80."r Adequate bracing. 1Q0.1" Living'area"over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). rPERiAT NO. 1180-76B.E • t PERMIT EXPIRES OWNER Wa)mp Bird CONTR. owner LOCATION (A.P. 40-15-19 port. ) E/S Lott Rd., 1500' S. of Cummings Rd., Durham Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOBw.. FINALED (Date) � (Signature) COUNTY-0P-BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD ,BUILDING i BUILDIN (Cont'd) PL BING Setback [ Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish -2nd Floor Footings Windows 3rd Floor Stemwall Si ding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ® CI. ELECTRICAL Masonry Walls Throat O/C 3 s Rou h —.l ^%- Reinf. Steel Final -'% Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh ME HANICA4 Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final If Final DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) - rCOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • 7 Countv Center Drive — Oroville California 95965 Telephone_ 534-4541 APPLICATION AND PERMIT s of BUILDING Owner SQ. FT. OCC. BUILDING VALUATION IlTze Mai I i ng Address e C.0 Tel hon o. �� Fireplace Contractor Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. � w CC,)Permit Fee Building Address ( S Sp v PLUMBING No. @ FEE ,� �jj ".171P S ec>'fb PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe �aaitaierr• FireDept. Fire Zone Use Permit Building sewer 5.00 EQA ParkinPlans Declaration Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Bldg'- Parcel Approval I Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER [L ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 5 Q '-00V C /� �&j( OR L ain service 100 AMP ORSLESS 5.00 �-- % '0 _ Main service EA. ADD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST (DWELLING ACCBDGOCCUP. &) 20sgft NEW CONSTR. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONST R. (POWER APPARATUS & NON-RESID. l SINGLE T ET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: - a Ex. Occup(OUTLETS OR FIXTURES) @ ^�1 BAL@ FIXED ALN9_. Ex. Occup. ( OUT ETS P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. Elhave placed on file with the County of"Butte a certificate of 'workmen's Compensation Insurance. I certify that in the performance of the work for which this ermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ f FEE PERMIT FILING FEE $3.00Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ -••-•• '71�� -• r:� Wrj; "" --ly v- OULLe lU effiel UPUII ine above-mentioned property for inspection purposes. x A�y`X Date—; I/ _s —176, Signator f P��er''mitstee or Ageen/n't Receipt No. ,�4 g— White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been DIRECTOR OF U LIC WORKS BY Date _7— l/ %7 B ding permit expTimrs Date �— t' i t • 1 - RESIDENTIAL 040-150-054 _ PERMIT#96-2678 SIMMONS, Thomas 1762 Tabby Ln., Durham New Pri Det Garage r 1 i J JOB FINALED (Date)— Signature .t i w �t l } i r 1 i J JOB FINALED (Date)— Signature V=OK - + 0 = Not OK Not • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / 112tt / /Nat. or/ /"L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; SizeSpacing-Mamage Line POOLS (Plans) OK except #'s i 3. Gas; MH Test-Demanda/alve-Connector _ 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.;Pool ,Lighting; 15Volts-GFl 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s i 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.;Pool ,Lighting; 15Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 o = No OK RESIDENTIAL (Single & Duplex) - = Not Applicable = Not Ready Date DERFLOOR (Plans) OK except #'s -' $ Date e!Ftg., Main; Soils-Elec. Gmd.-/ /"Ftg. Depth 3. Ftq. Garage; Soils-Steel-Elec. Gmd/ %' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped FRAMING (Continued) 6. Stem Garage; Steel-Blockouts-Wrapped 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. Id Downs and Special Anchors 48. &v, 8. Slab, Steel -Wrapped Piers -Fireplace Ftg.-Steel 49. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 50. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 51. 11. Water Pipe; Test -Anchors -Regulator -Service Test 52. 12. Electric Underground 53. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 54. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 55. 15. Access & Ventilation 56. 16. Insulation 57. ^ D e Glazing Area -Glass Protection -Skylights -Plastic Card B-1 Date Card B-1 Date Shear Walls; Nailing -Bolts Card B-1 Date Card E-1 Date Brace Wall Panels PLUMBING (Permit) OK except #'s 61. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 5 19. D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors 63. Ext Steps -Door & Sidelight Protection -Landings Date 64. Card B-1 Date Card B-1 Date 65. Card B-1 Date Card B-1 Date 66. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Wa:er 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. ! / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa light 34. Smoke Detector 79. Insulation -Foam -Looked in Attic Date Guard rails & Deck Construction -Post Caps Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Card B-1 Date Card B-1 ate Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No MECHANICAL (Permit) OK except #'s 83. 35. A.C. Ducts Insulation & Support 440 36. 37. Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 85. 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 86. 39. Attic Access & Platform if Furnace in Attic 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House Date Glass Protection Card B-1 Date Card B-1 Date Corrections from Previous Inspections Card B-1 Date Card B-1 Date Gas Test -Meters Tagged, Gas -Electric FRAMING (Plans) OK except #'s 92. 40. Sits Proper Materials & Anchors 93. 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing -' $ Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 5 7 -&*L Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVEL40PMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 _ t CORRECTION NOTICE AIyArS OWNER PERMIT NO. y• A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. .Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ' � /.0 JJ✓�se /��,e�'1 i0�t/ DDD 2 �� ' U l fe/� `f-C� C12 DGte Cp-1 f "%I Inspector REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ��- 7 County Center Drive-'Proville, California 95965 - Telephone (916) 538-754 PERMIT O. APPLICATION AND PERMIT �a�� ASSESSOR PARCEL NUMBER 040-150-054 ZONING - BUILDING PERMIT OWNER THOMAS SIMMONS TELEPHONE SQ. FT. OCC. BUILDING VA N 2 00 U 21,600. OWNER'S MAILING ADDRESS 1762 TABBY LN DURHAM, CA 95q3 CONTRACTOR'S NAME � t OWNER l TELEPHONE,- CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 21.600. Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 225.00 ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ 146,95 Energy Plan Checking Fee $ , ARCHITECT OR ENGINEER'S MAILING ADDRESS 1 Penalty $ BUILDING ADDRESS _ 6.2--TABBY—LN-- , DU A PERMITFEE $ 391.25 r PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE, RV PRIVATR SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home I S I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT:00 Filin Fee 20 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 Coltractors 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. r 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 NEW CONST. DWELLING OCCURSO. OR ADONS. ( -& .ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL 0 .50 Ex. Occup. (oFIXEEDrPPLN s PES o.Oea) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor ' WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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 shallTOTAL 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 comp with those provisions. a e _ 1�`{_ Signature of Applic wner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demdlition or construction of structures over 3 stories in height. "" Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE FEE $ 3 1.25 HAL. I D. FEES IMP F OD CDF .�.. PARC PD H IS U This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By �✓ / Dat 7 ( �rwR,ceiptNo. (yte) provisions to do work paid. l 1-0 7-I2--PERMITEXPIRESON HITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �- ` F x COUNTYOF BUTTE - DEPARTMENT . F.DEVLOPMENTSERVICES - BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROV¢�IILL CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ,� S �J S �r �y, �✓ S A. P. No. Zo" pr - Proposed Building Use R ✓�/� Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. e 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form ........'..................................... i 6. Energy Design Compliance and supporting documentation . .................. 7. Stategent of Intent for Non=Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $....................................... . �-1(11D Impact fees as shown on attached schedule . ............................... 2. California Department of Forestry plan approval/fees. .... . 426o 1 leva�jbefter (100 year flood)y,California Engineer . .................. Z 111 d-4. Sanitation anlVplan approval f Health Department . ......... . . . 15. City of Chico plumbing permit. ........' ................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Plannir g`Aoproval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.about (A) Improvements (B) Drainage . ........... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for Pn;an��On nraust required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. . 23. Owner -Builder Verification (Given to owner Mail to owner .......... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. r 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. .. heck list. . ..... �. �ePOti.. ..�� ..off: �.................. , ... 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. 4. Telephone and hold for pickup at office. Deliver with inspector. Other A (' Parcel Creation Acreage Applicant b Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. -Other Date By �t The following data must be submitted prior to permi is uance: Circle new i m not checked above). n_ c, 1. Index permit for above items N . 'q�I �Iaod CgC 4L Ced 2. Additional items required �Yt� ttomj WO& Contractor, designer, owner, was advised of above;{equired data by _ phone - mail Counter y a e Contractor, designer, owneri , w advised -of abov44uired data by _ phone _ ail C unter by _ Date Plans checked by Date:' lans approved by Date _ Sets of plans o J hog in File cabinet f AP folder Copy`- Department of Public Works E.H. USE ONLY Plot Plan_Apached Floor Plan Attached3y-�S Sent to B.D. S• /3• f 1 / rt TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locat'on AP# Plan Approved for: Sewage Dis sal � Water Supply: Public Private Well Clearance for dwelling. Other .3 U X Hold final for: Final clearance O.K. for: Environmen644tWalth Specialist Date 8/96 c C� i YA""� U; C p IJIM APPLIED Materials 5050 Engineering Cohasset Road '" TESTING Testing and Chico. CA MInspection 95973 ; CONSULTANTS Crane `91 Certification 891-- 6625 O.M.B. NO. 3067.0077 ELEVATION CERTIFICATE Expires May 31,,1996 FEDERAL -EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMB). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER ort S Mor -4S STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) A P d 40 - 15- S4 CITY STATE ZIP CODE DSI {zrl A r1 GA • 195CI 3 S SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION tin AO Zones, use depth) o�o0 11 02,7-5 -' _ �B 5cPr Zq '19a9 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29 L I Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate. the community's BFE: i�_ feet NGVD (or other FIRM datum—see Section B, Item 7)• SECTION C- BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRfvl,Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation Of! feet NGVD (or other FIRM datum—see Section B, Item 7). (b)• FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is• L i I.- feet above -! or below ! : (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LL.: .- feet above 1!'or below 1 (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? -� Yes r No ! I Unknown U S Ca S 3. Indicate the elevation datum system used in determining the above reference level elevations:NGVD'29 !X Other (describe under Comments on Page 2).. (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: Yes C No (See Instructions on Page 4) 5. The reference level elevation is based on: El actual construction Z construction drawings (NOTE: Use of construction drawings is only valid if.the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:''. .a1! .feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 93. REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. 1 certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) M ,o.Izy- S A TITLE COMPANY NAME ' GIvIL Et,IUItJtJcfLTNSTA�,IZ- Er464ItJeF-P-11-44 ADDRESS CITY STATE ZIP ?A GG LP�12P TI�� Diz. C�I-FI Ge:�, GA g SSI 2_1 SIGNATU E DATE PHONE . .S -$-qZ 91�- Sq3-•I�� Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, an bui[ding owner. COMMENTS:. �7FE ATTAGt-Itrl� LETT�L. * 1 .... ..T�... OF R C. K 34257 Rego Expires 9-,30-99 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A v ZONES ZONES ZONES ZONES ZONES C—fl BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION BASE .. i `'i C•>%'' AEFcR'cNCE BASE 'ADJACENT'_ F1000 FLOOD LEVcI ELEVATION ELEVATION REFERENCE ADJACENT GRADE - LEVEL GRACE ADJACENT:} . :.........'r.:, :. i.:: .:.�., •..:•�.;..::T GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 1997 916-893-1600 �U�G �Nry Civil Engineers •Planners •Surveyors �Vj,�1®r�. FAX -893-2113 _ TO: �J77F-L - LJ "4 r -f x3U I L 10 Cri DEP i Job No. Orr�v I trVF— Date Attn. _MP<r2,70 A - PROJECT: 7—at-4- S1M Moi S TRANSMITTING Herewith Personal Delivery Separate cover STATUS: Preliminary In Progress Final MESSAGE: THE FOLLOWING: FOR: VIS GER -7 1-41 dfzl fa I rl 041— 1(a rJ Ac -7U Approval Information Checking Your use Files Processing Review -comment AAs requested 17`�t&QA 5-I?,q.-7 1Jcls r1nt-. ftfjto 11)a -P 5-4a,Aa1,/ 1/10 C. C. TO Signed M P r& f' Nortl'Star� . 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 1997 916-893-1600 �U�G �Nry Civil Engineers •Planners •Surveyors �Vj,�1®r�. FAX -893-2113 _ TO: �J77F-L - LJ "4 r -f x3U I L 10 Cri DEP i Job No. Orr�v I trVF— Date Attn. _MP<r2,70 A - PROJECT: 7—at-4- S1M Moi S TRANSMITTING Herewith Personal Delivery Separate cover STATUS: Preliminary In Progress Final MESSAGE: THE FOLLOWING: FOR: VIS GER -7 1-41 dfzl fa I rl 041— 1(a rJ Ac -7U Approval Information Checking Your use Files Processing Review -comment AAs requested 17`�t&QA 5-I?,q.-7 1Jcls r1nt-. ftfjto 11)a -P 5-4a,Aa1,/ 1/10 C. C. TO Signed M P r& MAY -08-1997 10:53 FROM NwthStar ENGINEERING Civil Engineers • Planners • Surveyors FAX TRANSMITTAL SHEET TO 5382140 P.01 DATE: 5 - 8 _ 9-1 JOB # SEND TO: Name A rr-T�4 � Company &LJ Z"T'r-- Co r. -i rJ i`Y B u I t: e I'dU D E PT- FAX # s 3 s - 2-t4-0 REGARDING: To M SI M M o rl S (L�-y 15 E D [ L ��/ Gi✓ 12f PER �tSet,l SSio� WrT� S'rU FROM. Name Company NORTHSTAR ENGINEERING Phone # (916) 893-1600 FAX # (916) 893-2113 Attention: NorthStar Engineering The following transmission consists of -this number of sheets, including this transmission sheet: 3 letter size sheets legal size sheets 20. DECLARATION DRIVE CHICO. CALIFORNIA 95926 916-893-1600 MAi'-08-1997 10:54 FROM TO 5382140 P.02 O.M.B. NO.. 3.067.0077 ELEVATION CERTIFICATE Expires May 31,.1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER t-1 S o rl 5 STREET ADDRESS (Including Apt., Unit. Suite andfor Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers. etc.) . APiJ 4o - 15- 54 CITY STATE ZIP CODE DutzrtAM GA q Sg3S SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): _ t. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX A. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones. use depth) 0(,- 00 1-1 02,z5 8 SGPT- V1,11591 F 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): 0 NGVD'29 L ''Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate -the community's BFE: ! feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C- BUILDING ELEVATION INFORMATION t. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference levet I . 2(a). FIRM Zones AI -A30, AE. AH. and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of- I - �.4 feet NGVD (or other FIRM datum -see Section 8, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of: i i feet NGVD (or other FIRM datum -wee Section B. Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is ' ' � '• feet above D1 or below' (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is i i _ feet above' ''or below ! II (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? l Yes E ! No Unknown US(a5 3. Indicate the elevation datum system used in determining the above reference level elevations:' NGVD '29 IIZ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FiRM (see Section A Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FiRM: Yes [XS No (See Instructions on Page 4) 5. The reference leve( elevation is based on: E; actual construction - construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in placeb, in which case this cer0cate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:' :1 :6 L. Aa, .feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: i `_ .-'—,feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, AMY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION MAY -08-1997 10:55 FROM TO 5382140 P.03 SECTION E CERTIFICATION E This certification is to be signed by a land surveyor, engineer, or -architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A (with 8FE),V1-V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. to the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features -If the certifier is unable to certify to breakaway/hon-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. - I certify that the information in Sections 8 and C on this certificate represents my.best efforts to interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001.. CERTIFIERS NAME LICgNSE NUMBER (or Affix Seat) MA.Iz� S ApAMSE 3415 1 TITLE COMPANY NAME G t V I L, Ir N CA I N trtrZ (Jc p -n4 s T -^at F_ o ci i t�f E Ers-t t-1 ADDRESS `CITY STATE ZIP Zo DccI-SPT-io,.t op-. 'Til co CA 11592.1 SIGNATU E DATE PHONE 5 -$.-q� q1�- t3g3-•it�oo Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. ON WITH ON PILES, SLAB BASEMENT PIERS. OR COW MNS A v A A V ZONES ZONES ZONES ZONES ZONES REiE.�aKE FRE—F-5—EK—EL BSE LML FLOOD LEVEL :.EFEAEKCE . LEVEL ELEVATION� t BASE BASE FLOOD..• 'ADJACoVT 6RA0� LEVEL ELEVATION aEFERENCE EI��T�N A044CFKT LEVE; OWE _. .. REV .c:=• :: �1 c2.` •�ii• ��•••�^. •: ?3.,'�AWACE•vf The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for WIN Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 TOTAL P.03 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors February 17, 1997 County of Butte Building Department 7 County Center Drive Oroville, CA. 95965 Re: Detached Garage for Tom Simmons 1762 Tabby Lane, Durham, CA. AP No. 40-15-54 Gentlemen: At the request of Mr. Simmons, I have investigated the flooding potential of the above referenced building site. The recently adopted flood insurance rate map (#060017 0225 B) indicates that this site lies within a special flood hazard area inundated by 100 -year flood from Butte Creek. The base flood elevation has been approximated for this particular area based on an analysis prepared by the F.E.M.A. consultant and provided to us by the Butte County Department of Public Works. It should be noted that the consultant's analysis was based upon "the best available information at this time" and may not be a final design. The analysis is generally conservative and is acceptable as a reference until additional study is prepared. A reference benchmark, the northwest corner of the existing concrete driveway, is located just to the east of the building site. The elevation of the concrete slab at this location is 162.72 U.S.G.S. based upon the Butte County Lott Road 3 -Wire Levels, RD #41273. Based upon linear interpolation of the F.E.M.A. consultant's cross sections the 100 -year flood elevation at the proposed building site is 164.4. This letter is an attachment to the FEMA Elevation Certificate Form 81-31. Sincerely, ®QOFESS/® � NORTHSTAR ENGINEERING Mark Adams RCE 34257 Exp. 9-30-99 W4: SIMMONS 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX -893-2113 NQ!q OF MOM 1, Co Eo 34257 Reg. Expnim 9=30-99 ENGINEER-1NG- CALCULAT10NS METAL BUILDING FOUNDATION FOR THOMAS V. -SIMMONS 1762 TABBY LANE, DURHAM, CA. 342-2193 a ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 Description Page Numbers Frame Reactions 2 Foundation Design 3 - S Concrete Anchorage Design 6 - 10 Cndwall -��uh2 reaC/fi10AS pa vn a x Pop 1, mo, , h -Py--- vvN c re a (-fl o-,l3 load c. OLLL p L- VV L ,ter �Fz, �F4 F- ? F� I,�K 5.0 -V7� —4,3 K —5,V 1 -214' - p,Zr` see, cCJcS o-, File: MTLBLD2 '5:58 PM 11/10/96 Rev: 10/29/96 Foundation design for metal building Description )>Simmons GENERAL DATA .Material data f'c > 2.500 ksi E's > 3000.000ksi ¢ > .850 fy ) 40.000 ksi t S L A B D A T A ,t t g t-Ia�,J � cry,.,?-L_S Slab thickness > 4.000 inches i`'t Slab reinforcing �>4-'y 1 => #3 rebar 2 z)-#4 rebar 3 => #5 rebar 4 => .W1.4 _ /L .fy > 60.000 ksi^--- Spacing ) 6.000"inches O.C. d > 2.000 inches As > .030 in"2/ft Mcap (slab) > .251 ft -kips < �Mn > Effective width > 3.776 feet <Exterior footing - uplift resistance> Effective width > .6.553 feet <Interior footing - uplift resistance) PERIMETER LINE F00TING-DATA *.Front Stemwall: Footing: Thickness > .000 inches Width ) 12.000 inches Height > .000 inches Depth > 16.000 inches d ) 12.500 inches As actual > .310 in"2 <Top and bottom) As effective > .233 in"2 Mcap (ftg) > 8.134 ft -kips < OMn > w ftg > .389 kips/ft < including slab > Effective length > 10.934 feet < For uplift > Rear Stemwall: Footing: Thickness > .000 inches Width > 12.000 inches J� Height > .000 inches Depth > 16.000 inches d > 12.500 inches As actual > , .310 in"2 <Top and bottom> As effective > .233 in'2 Mcap (ftg) ) 8.134 ft -kips < �Mn > w ftg > .389 kips/ft < including slab > Effective length > 10.934 feet < For uplift > INTERIOR TIE FOOTING DATA Width > .000 inches Depth > .000 inches d > .000 inches As actual .> .000 in'2 <Top and bottom> As effective >° .000 in'2 Mcap (ftg) > .000 ft -kips < �Mn > w ftg > .000 kips/ft, < including slab > Effective length > .000 feet < For uplift > Effective DL > .000 kips SOIL DATA Class of materials r > 4pj Allowable passive (vert.) > 1.500 ksf 1.500! r(. Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 Lateral sliding resistance> .000 ksf GE0METRY.k Building width > 30.000 feet Building length > 40.000 feet Frame bay spacing > 20.000 feet r E N D W A L L FRAME Maximum P axial > 4.600 kips Minimum P axial > 3.800 kips <uplift> Maximum P lateral > 1.500` kips <in -plane force) Maximum P lateral > 1.700 kips r -<out -of -plane force> Check, downward axial loading: Include footing weight for soil pressure ? > y Maximum point load at line footing > 7.987 kips No point footing required! Point footing data: Width > .000 feet•square Depth > .000 feet P allowable > 7.987 kips. <ok> / Check uplift: P dead load > 4.251 kips <ok> MAIN FRAMES• Load input sign convention: S Front Rear Load combination Ph Pv Ph. Pv DL+LL 1.700 5.800 -1.700 5.800 DL+WL -4.300 -5.200 -2.400 -.200 --- .000 .000 .000 .000 --- .000 .000 .000 .000 --- .000 .000 .000 .000 --- .000 .000 .000 .000 Check axial loading at main frames Left Right ✓ P axial maximum (kips) > 5.800. 5.800 Include footing weight for soil pressure ? > y Allowable point load at line ftg > 7.987 kips 'No point footing required! Check axial capacity of point footings Front Try > 3.000 feet square Depth > 1.000 feet P allowable > 16.087 kips <ok>, Rear - = Try > 3.000 feet square Depth > .000 feet P allowable > 16.087 kips <ok> Check uplift Front P uplift maximum > 5.200 kips P dead load > x5:601 kips <ok> Rear P uplift maximum > .200 kips P dead load > 4.251 kips <ok> Check lateral sliding: P lateral maximum > 6.700 kips Footing depth into soil > 12.000 inches Lateral bearing > 3.000 kips Determine frictional resistance: Slab weight/ft > 1.500 kips/ft width' Perimeter footing > .400 kips/ft width Tributary width > 20.000 feet Tie footing > .000 kips Frictional resistance > 9.500 kips Total resistance > 12.500 kips <ok> [�25� q h Goy c.v �'� cin ate. aqa 0.1- ■ (o a�- p F, OoH-- co ro w 01 �z) � 6o lis. o(td cu St (z' QL+wL Prn = 4,3 f` PSP Eos= i2" EDZ ; Z„ o fit' S,,aa vin 9 = 4- „ 0) Yo w Cz) �F 4• 9-10 Ifl CONCBOL3 9:20 PM 11/10/96 --------------------------------------------------- -------------------- Rev 05-09-94 Anchorage to concrete Description » Main frame anchorage ---------------------------------General---------- Special in > N Use multiplier 2.0 Concrete strength V c > 2.500 ksi Lambda > 1.000 Normal weight concrete Base plate type > 1.000 1 => Plate supported on grout pad 2 :> Plate supported on concrete surface 3 :> Plate embedded flush with concrete for bolt shear strength > .450 Is reinforcing provided for shear ? > Y � for concrete shear strength >, .850 Are bolts embedded beyond far face reinforcing ? > N for concrete tension strength > .650 -----=------=--------- =---------- Loading -------------------------------- Shear: Tension: V (WL) > -000 kips T (WL) > .000 kips V (LL) > 1.700 kips T (LL) > -.000 kips V (DL) > .000 kips T (DL) > .000 kips Load combinations - Shear ------------------ ---------------------------------------- (9-1) U : 1.0 + 1.71, > 2.890 kips (9-2) U : 0.75*(1.4D + 1.71, +.1.7W) > 2.168 kips (9-3) U : 0.9D + 1.3W > .000 kips Vu Umax * multiplier > 5.780 kips Load combinations - Tension ----------------------------------------------------------- (9-1) U : 1.0 + 1.71, > .000 kips (9-2) U : 0.75*(1.4D + 1.71. + 1.1W) > .000 kips (9-3) U z 0.9D + 1.3W > .000 kips Pu Umax multiplier > .000 kips -----------------------------Bolt group data ---------------------------- Bolt grade > 1.000 1,:> A307 .2:> A325 Specified min. tensile strength > 60.000 ksi Bolt diameter (d) > .7500 inches Bead diameter (dh) > 1.125 inches 'Bolt area (Ab) > .44180 in'2 Bolt spacing > 4.000 inches Row spacing > .000 inches Number of bolts/row > 2.000 Number of rows > 1.000 Bolt embedment > 12.000 inches Concrete depth > 24.000 inches' ED1 > 12.000 inches <Loaded edge> ED2 > 12.000 inches <Unloaded edge> ED3 > •6.000 inches <Side 1> ED4 > 6.000 inches <Side 2> I --------------------------------- Summary ------------------- ------- ------- Shear check For anchor groups, the concrete design shear strength shall be taken as the smallest of: 1. The strength of the weakest stud times the number of studs. 2. The strength of the row of studs nearest the free edge in the - direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the direction of shear. Check bolt(s) near free edge �Vc > 31.540 kips 2.000 Bolts considered Vs > "23.857 kips 2.000 Bolts considered Check bolt(s) farthest from free edge �Vc > -31.540 kips 2.000 Bolts considered Vs > 23.857 kips 2.000 Bolts considered Case 1 > 31.540 kips Case 2. > 31.540 kips Case 3 > 31.540 kips OVc > 31.540 kips Vc > 37.106 kips Vs > 23.857 kips .Ps > 47.714 kips <0.9 Ab f's> Ao > 380.008 in'2 .<Tensile stress area> OPc > 49.401 kips <0 t 1 * (f'c)".5 * 4 Ao> Pc > 76.002 kips ------ ------------------------ Unity check ------------------------------- 1/0[(Pu/Pc)2 + (Vu/Vc)2) > .037 (Pu/Ps)2 + (Vu/Vs)2 > •.059 I CONCBOL3 9:22 PM 11/10/96 ------------------------------------------------------------------------ Rev 05-09-94 Anchorage to concrete .Description >>Main frame anchorage >>Load case 2 ---------------------------------General-------------------------------- Special inspection-? > N Use multiplier = 2.0 Concrete strength V c > 2.500 ksi Lambda > 1.000 Normal weight concrete Base plate type > 1.000 1 => Plate supported on grout pad 2 => Plate supported on concrete surface 3 => Plate embedded flush with concrete for bolt shear strength. > .450 Is reinforcing provided for shear ? > Y � for concrete shear strength > .850 Are bolts embedded beyond far face reinforcing ? > N 0 for concrete tension strength > .650 --------------------------7------Loading-------------------------------- Shear: Tension: V (WL) > 4.300 kips T (WL) > 5.200 kips V (LL) > .000 kips T (LL) > .000 kips V (DL) >' .000 kips T (DL) •> .000 kips Load combinations - Shear ----------------------------- (9-1) U = ----------------------------- 1.4D + 1.71, - > .000 kips (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) > 5.483 kips (9-3) U = 0.9D + 1.3W > 5.590 kips Vu Umax ' multiplier ) 11.180 kips Load combinations- Tension 12.000 inches ---------------------------------------------=------------- (9-1) U = 1.0 + 1.71, > .000 kips (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) > 6.630 .kips (9-3) U = 0.9D + 1.3W > 6.760 kips Pu Umax t multiplier > 13.520 kips -----------------------------Bolt group data ---------------------------- Bolt grade > 1.000 1 => A307 2=> A325 Specified min. tensile strength > 60.000 ksi Bolt diameter (d) > .7500 inches Bead diameter (dh) > 1.125 inches Bolt area (Ab) > .44180 in'2 Bolt spacing > 4.000 inches Row spacing > .000 inches Number of bolts/row > 2.000 Number of rows > 1.000 Bolt embedment > 12.000 inches Concrete depth > 24.000 inches EDI > 12.000 inches loaded edge) ED2 > 12.000 inches <Unloaded edge> ED3 > 6.000 inches <Side 1> ED4 > 6.000 inches <Side 2) a • --------------------------------Summary------------------------- ------ Shear check For anchor groups, the concrete design shear strength shall be taken as the smallest of: 1. -The strength of the weakest stud times the number of studs. 2. The strength of.the row of studs nearest the free edge.in the direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the direction of shear. . Check bolt(s) near free edge Svc > 31.540 kips.-- 2.000 _Bolts considered Vs > 23.857 kips 2.000 Bolts considered , Check bolt(s) farthest from free edge �Vc > 31.540 kips 2.000 Bolts considered Vs > 23.857 kips 2.000 Bolts considered Case I > 31.540 kips L Case 2 > 31.540 kips Case 3 -> 31.540 kips #c > 31.540 kips VC > 37.106 kips. Vs > 23.857 kips Ps > 47.714 kips <0.9 * Ab * f's> An > 380.008 in'2 (Tensile stress area> pc > .49.401 kips <0 * 1 + (f'c)".5 + 4 + Ao) Pc > 76.002 kips ---------------------------=--Unity check ------------------------------- 1/0[(Pu/Pc)l + (Vu/Vc)2] '> .188 (Pu/Ps)2 + (VU/Vs)t > .300 Butte County' Building Division 7 County Center Drive Oroville, Calif 95965 Re: B.P. #96-2678 This building will be used by me, the property owner, as a storage area for my tractor, pickup truck and another household vehicle. It will be used solely for storage and will have no commercial use. Thomas V. Simmons 1762 Tabby Lane Durham, Calif. 95938 916-342-2193 DEPARTMENT OF DEVELOPMENT SERVICES Thomas Simmons7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 1762 Tabby Lane FAX: (916) 53£3-2140 Durham, CA 95938 Re: Pre -Engineered Metal Garage Date: 12/4/96 A:P. No. 040-150-054 Permit #96-2678 _ c� With,reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other: -- Butte County Special Inspection Policy sheet. • - coj'K w�� ' kPPL�caTtoN �'�� SNS� Action Required: [x] Comply with plan check list [ J Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested (2 ca-.- PL F --M 1-5 GvIFL Fps [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. " Sincerely, 10eorge R. Kellogg Plan Check Enginee cc: ' Robert B. Heaton, Architect 2044 Palm Avenue Chico, CA 95926 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: Thomas Simmons Permit.#96-2678 Date: 12/4/96 vP-PMTF_ D S-- -5'7 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: For steel building provide a summary of combined stresses for the following: r2j::Oram frame members and connections. End wall members, bracing and connections. . ` �!Girtsand purlins. ,( q,,, Special inspection is required as indicated on the attached Special Inspection Policy sheet. Please provide the name of your special inspector. fig OA v � (� eet the requirements of Section 2202.2 of the UBC for steel furnished for structural load - carrying purposes. Provide a description of the identifications system to be used. 0Provide verification that foundation soil is Cos<4material (per Table 18-1-A of the Uniform Building Code) or better. ile. mty Soils Map shows the area of the proposed project as having soils with ex onop tential. , Provide verification of whether foundation soils are expansive. Modi foundation design accordingly. Provide all remaining information requested on plan check lis* A Pd- br^. pmh .r 77, th application data sheet. aNa��t62 Sr'� �r��l��t-�!. tis_ �1 SPECIAL INSPECTION POLICY ._% 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him. so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [y]High Strength Bolting [ fXjWelding r, 1;--"C> W 5' .D I�-' G [ ]Bolts installed in Concrete [ ]Other: 4.0 June 1996 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 ' TELEPHONE: 19161 538-7541 FAX: 19161 538-2140 THOMAS SIMMONS 1762 TABBY LN DURHAM, CA 95938 _ _ 11'/27/96•• Re: B.P.#96-2678 A.P.# '040-150-054 With reference to. the above subject,•attached is: [ X] Plan Check' List [ ]. Red Marked Calculations [ ] Red Marked Plans [ ] -Other Action Required: [X� Comply With Plan Check List [ ]' Resubmit Plans with Revisions As Required [ ] Return Ail Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER THOMAS SIMMONS permit Number. 96-2678 Permit Applicant: Assessor Parcel Number: 040-150-054 Date: 11/26/96 The above referenced building pkns were reviewed by this offic'e "de • ad�11ond information and/or make revisions to pkns, specifications and =kukmof �I. PROVIDE A LETTER OF INTENT FOR USE OF BUILDING. MUST PROVIDE SPECIFIC DETAIL FOR "SHOP" OR "STORAGE". PROVIDE 2ND SET OF CONSTRUCTION DRAWINGS. YOUR A-10 ZONING REQUIRES A 10' SETBACK FROM.SIDE PROPERTY LINE. SHOW . JANGE ON PLOT PLAN. �+. PROVIDE-FLOOD ELEVATION CERTIFICATE. PROVIDE ELEVATION VIEWS OF STRUCTURE. PLAN IS INLINE FOR STRUCTURAL REVIEW. NO PHONE•NUMBER WAS PROVIDED ON PERMIT/APPLICATION. If you wish to discuss any requirements, you may contact me at (916) 538-7511 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER ?lqip" DESIGN CALCULATIONS FOR ABC JOB #51-1924-01 D W DAMEY Burs coasTc 'IJIG RQ AMERICAN BUILDINGS COMPANY D W Dailey 3060 Thorntree Dr. Chico, CA 95973 Gentlemen: MODESTO, CA 95351 (209) 5784200 Fax: (209) 578-1244 October 8, 1996 ABC Job 9 51-1924 D W Dailey Chico, CA LRF 30' x 40' x 14' O') This is to certify that the metal building components furnished by American Buildings Company, an AISC-MB certified manufacturer, are designed to comply with the following loads specified in the order documents: Design Loads 1.Design Load Combinations 1) Metal Building Dead Load (DL) 1) D + L 2) 20 PSF Roof Live Load (LL) 2) D + W 3) . 12 PSF Frame Live Load (LL) 3) D + E 4) 75 MPH Wind Load (WL) 5) , Exp. C 1= 1.0 6). PSF Ground Snow Load (SL) 7) 1= 1.0 Ce= 0.7 8) 3 Seismic Zone (SZ) Note : " Loads designated within contract specifications do not allow for any type of suspended system (e.g. lights, insulation, duct work, piping, ceilings, etc.). Suspension of any load -inducing system, unless compensated for by a corresponding reduction in certified livelsnow loads is prohibited." These design loads and combinations are applied in accordance with The Uniform Building Code, 1994 Edition, (UBC 941. The design is in general accordance with the A.I.S.C. (Ninth Edition) and A.I.S.I. (1986) specifications with 1989 addendum. This certification is limited to the structural design of the framing and covering parts manufactured by American Buildings Company and as specified in the contract. Accessory items such as doors, windows, louvers, translucent panels, and ventilators are not included. Also excluded are other parts of the project not provided by American Buildings Company such as foundations, masonry walls, mechanical equipment and the erection and inspection of the building. The building should be erected on a properly designed foundation in accordance with The American Buildings Company Erection Manual and American's drawings for the referenced job. The undersigned is not the engineer of record for the overall project. Sincerely,`"�' `v"'v ��`'\0 L. 4f No. 49467 i David Myers, P.E. "sN c�z Design EngineercFcnLiEo`�� Registered Engineer, State of California TABLE OF CONTENTS SECTION 1 GENERAL A) Introduction and General Design Approach B) Figure 1 - Clear Span Rigid Frame Building C) Selected References SECTION 2 RIGID FRAMIE A) Explanations and Methods of Analysis B) Frame Sketch and Reactions C) - Stress Analysis D) Prying Action Calculations E) Seismic Calculations F) Additional Sketches (if required) SECTION 3 ENDWALLS AND ROD BRACING A) Explanations and Methods of Analysis B) Figure 4 - Loading Diagrams and Framing Layout C) Figure 5 - Tension Rods and Wind Forces D) Nomenclature E) Component Stress Analysis F) Additional Sketches (if required) SECTION 4 PURLIN AND GIRT A) Section Properties B) Member Stress Analysis C) Eave Strut Calculations and Properties SECTIO! 5 PANELr2 A) Properties and Load Tables B) Calculations of Section Properties SECTION 6 MISCELLANEOUS AND SPECIAL CONDITIONS A) Standard Welds B) Standard Specifications O L.M SECTION 1 INTRODUCTION INTRODUCTION The Information contained within the pamphlet is a technical description of an American, pre-engineered, pre -fabricated metal building. It represents the application of the most modem methods of mathematics and engineering to the design of a building. Its purpose is to provide interested reviewers with the necessary design calculations, and other documentation required to readily verify structural integrity. Figure 1 is a drawing of an American Building, illustrating the typical load carrying members; i.e., rigid frames, endwalls, purlins, girts, bracing and panels. A dear span rigid frame building was selected for this purpose; however, any of American's other standard designs, as described in the Standard Specifications for American Buildings Company pre-engineered Metal Buildings , could also have been used to illustrate the basic building components. All designs are in strict accordance with the latest editions of AISC and AISI specifications, which ever is applicable. The stress distributions in all load carrying members are obtained by the most applicable methods of the universally accepted elastic theory, as applied to indeterminate structures. A digital computer is used for many of the complex and laborious design calculations. American buildings are designed to meet the most severe conditions of load combinations set by the specified building code, but not less than the following: a) Building dead plus roof live load (or snow) uniformly distributed over the horizontal projection of the roof area. b) Building dead load plus wind load applied as pressure and suction normal to the building surfaces. C) Building dead load plus wind load plus 1/2 roof snow load. d) Building dead load plus roof snow load plus Ya wind load. Other more specialized combinations and applications of loads are incorporated into the design of a building when required. Occasionally these special design conditions can not be handled through one of our standard design formats. If this occurs, special hand calculations will be included. Subsequent Sections of this report present the detailed design calculations and their necessary explanations. These are Section 2, Rigid Frame; Section 3, Column and Beam Endwall; Section 4, Purlins and Girls; Section 5, Roof and Wall Panels and Section 6, Miscellaneous and Special Conditions. 4 ng I"" nm" Ilm- SELECTED REFERENCES 1) Manual of Steel Construction. A.I.S.C., 1989, Ninth Edition. 2). "S_. Ingle SRan Rigid Frame In Steel", by John D. Griffiths, A.I.S.C., 1948. 3) SRaditatlons for the Design of C,oid Formed Steel Structural Members, A.I.S.i., 1986 Edition with 1989 supplement. 4) Structural Steel Design, by L.S. Beedle, et al, Fritz Engineering Laboratory, Civil Engineering Department, Lehigh University, 1962. 5) "mended Design Practices Manual" Metal Building Manufacturers Association, 1986 Edition with 1990 supplement. SECTION 2 RIGID FRAME.SECTI®N RIGID FRAME EXPLANATION AND METHQDS OF ANALYSIS Rigid frame analysis and design is a very exacting task. American Buildings Company has developed a computer program that permits detailed analysis and. design to be done on steel frames. The following is a brief description of this program. Essentially the program combines the STIFFNESS METHOD of structural design theory with MATRIX mathematics operations. All of this is possible by the utilization of digital computer capabilities. The inherent speed of the computations permits the use of elaborate mathematical techniques which would be impossible by hand computations. These techniques along with the completely rigorous structural theory approach give technically precise and accurate results. The program consists of seven portions which are as follows: 1) Geometry Input 2) Loading Input and Stiffness Computation 3) Equivalent Forces Computations 4) Solution for Displacements 5) Reactions and Member Force Computation 6). Stress Analysis 7) Design Decisions Geometry: The general structural configuration that the program can analyze or design is depicted in Figure 2 below. It shows a gable frame with vertical sidewalls, and a roof sloping downward on both sides of the ridge. The rafters may be supported at intermediate points by interior columns. Each sidewall column or rafter may be composed of a number of segments, these segments may be prismatic or tapered, with "I" shaped cross-sections. The interior columns must be prismatic, but may be "I" sections or pipes. The bases of sidewalls and interior columns may be at different levels. The left and right sidewail heights and roof slopes may be unequal. Support and Loadings: The column bases may be specified pinned or fixed; the tops of interior columns may be specified pinned or fixed to the rafters. Uniformly distributed dead and live loads and wind loads are considered to be transmitted to the frame at and by the girts and purlins which are at specified spacings. In addition, concentrated forces and moments may be specified at any location on the frame, thus permitting the inclusion of overhangs, cranes, and bracket loads, etc.. Input: The input to the program consists of information on building geometry, web depths at critical locations, column locations, girts and purlins, loading descriptions, material properties and stress criteria. If analysis only is required, the member cross-section details are input. If it is to be designed, inventories of flange sizes and web thicknesses, and pipe sizes are used. Analysis:' In the analysis option no decision making is done concerning member selection. From the information supplied, which includes all member sizes, the program develops the precise centerline geometry of the frame. The analysis is carried out on the line configuration, composed of straight line segments ("Members") defined by the joints and other junction points called "Nodes". All the loads are transformed into equivalent forces and moments and applied at Node Points. The direct stiffness method of matrix structural elastic analysis is adopted. The member stiffnesses are computed, and superposed to yield the force -displacement relations for the entire frame. Stiffness coefficients and equivalent end actions for tapered members are obtained by numerical analysis. The Nodal displacements for the specified support and loading conditions are solved by a matrix block recursion routine. The support reactions and member end forces and moments are then calculated. Finally, the most critical bending and shear stresses along each member are computed, and checked against allowable criteria according to AISC Specifications. The most critical stresses are those with the greatest ratio when compared to allowable stresses. The program analyzes the frame for each specified loading combination. Design: In the design option, a safe frame is determined by an iterative process of analysis and design. Initiated by the Analysis of a frame approximated from the specified flange, web and pipe inventories, the design proceeds in cycles of analysis, criteria checks, selection of fresh sections, and reanalysis until a satisfactory frame is obtained. When the design is complete, the program will analyze and check the frame for each specified loading combination. OUtpUt: The output may be requested at various levels of detail. The basic output consistm of a listing of input data, centerline geometry, reactions, member and reactions. Nodal displacements, member sizes and criteria checks, bolted connections, and 8nchor bolts and base plates. More exhaustive information may be extracted if desired. Figure 2: Typical Configuration of Frame LATERAL DEFLECTION OF FRAMES In accordance with Section C5.6, Metal 1juilding- Manufacturers Association (MOMAP96), many metal building systems are designed with moment resistant frames aligned in the transverse direction to resist lateral loading. Experience has shown that the lateral deflection of the frames under wind loading is for less than predicted by the usual analytical procedures. Consideration of just three factors undoubtedly accounts for most of this apparent anomaly: 1) drift calculations are traditionally based on full design loads, 2) the usual analytical procedures are based on "bare" frames (skin action of the roof diaphragms is neglected) and the moment - rotation stiffnesses of the "pinned" bases are taken as zero, and 3) load sharing has not been taken into account. Bare frame deflections are given on the computer printout for each node points. By considering the complete metal building system, the lateral deflection could be reduced to as much as 1/10 of that for the bare frame. The lateral deflection limitation is based upon the judgment of the design engineer unless specified otherwise. Job Name D:\ABCP\FRAMES\ !`192401.01A GESTAD -- INPUT ECHO COLUMNS CARD NO. (.01 -10.)(.11 -20.)(.21-30.)(.31-40.)(.41-50.)(.51-60.)(.61-70.)(.71-80.) JOB NAME AND NUMBER 51192401 51192401 ---------------------- ------------------------------------------------- KTY KSY KPR KAN 'NCY INV NDC= 1 0 0 1 0 1 5 2 1 KUN FYF FYW DEF EXC RSB AFL EHL EHR AOH ITF NDC= 2 1 50.0 50.0 0.030 0.050 0.000 0.000 14.000 14.000 3.1 0 2 XWR YWR FRS NWL NRS NWR NIC MRC NBS NTC SPW SPT NDC= 3 30.000 0.000 25.000 1 2 1 .0 0 1 1 0.000 0.000 3 SWL TWL DWL EWL FSL WSL KWL LWL IWL NGL NDC= 4 14.000 0.000 8.000 12.000 50.0 50.0 1 2 0 2 4 NSL BT1 BT2 BT3 BT4 BT5 BT6 BT7 NDC= 5 0 '5.000 0:250 0.134 5.000 0.250 0.000 0.000 5 DGL GL1 GL2 GL3 GL4 GL5 NDC= 7 8.000 88.000 80.000 0.000 0.000 0.000 7 XT TT DT ET FST WST KT LT LTB LTC IT NP NDC= 9 0.000 1.000 12.000, 8.000 50:0 50.0 1 0 1 0 0 3 9 NSL BT1 BT2 BT3 BT4 BTS BT6 BT7 NDC= 5 0 5.000 0.250- 0.134 5.000 0.250 0.000 0.000 5 DP PU1 PU2 PU3 PU4 PU5 NDC=10 8.000 18.000 48.000 60.000 0.000 0.000 10 ------------- LOD------------- SFL KL ND NK NY KA NDC=20 D + L 1.000 0 0 0 0 1 20 UD UL UW KW NDC=21 3.500 12:000. 0.000 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.000 0.000 0.000 0.000 0.000 0.000 22 ------------- LOD------------- SFL KL ND NK NY D KA NDC=20 + W-> 1.330 0 0 1 0 1 20 UD UL UW KW NDC=21 3.500 0.000 15.260 1 21 CW1 CW2 CW3 CW4 CW5 CW6 NDC=22 0.800 -0.700 -0.700 -0.500 0.000 0.000 22 NSL SK FK1 FK2 FK3 LK NDC=24 1 0.000 1.500 0.000 0.000 3 24 0 .------------- LOD ----=------- SFL KL N NK NY KA NDC=20 D'+ E -> f 1.330 0 0 1 0 0 20 UD UL UW KW NDC=21 :r 3.500 0.000 0.000 1 21 CWl CW2 CW3 CW4 CW5 CW6 NDC=22 _ 0.000 0.000 0.000 0.000 0.000 0.000 22 NSL SK FK1 FK2 FK3 LK NDC=24 1 0.000 0.500 0.000 0.000 3 24 0 AMERICAN BUILDINGS CO. i P.O. BOX 800 EUFAULA, ALABAMA 36072 Job Name -- D:\ABCP\FRAMES\51192401.01A 10/14/96 03:58 PM Ver. 10.1 STEEL FRAME ANALYSIS AND DESIGN BY THE DIRECT STIFFNESS METHOD ALL DESIGN IN ACCORDANCE WITH 89 AISC AND MBMA AS APPLICABLE BUILDING DESCRIPTION - - 51192401 51192401 FRAME WIDTH BAY SPACING ROOF SLOPES INT. COLUMNS MEMBERS NODES 30.000 FT. 25.000 FT. 2 0 4 5 LEFT WALL --------------- NODE BASE 1 EAVE 2 ROOF SLOPE 1 --------------- NODE LEFT END 2 RIGHT END 3 ROOF SLOPE 2 --------------- NODE LEFT END 3 RIGHT END 4 RIGHT WALL --------------- NODE EAVE 4 BASE 5 SLOPE W/VERT. 0.000/ 12.0 LOCATION 0.000 FT. 14.000 FT. SLOPE W/HORIZ. 1.000/ 12.0 LOCATION 0.000 FT. 15.000 FT. SLOPE W/HORIZ. -1.000/ 12.0 LOCATION 15.000 FT. 30.000 FT. SLOPE W/VERT. 0.000/ 12.0 LOCATION 14.000 FT. 0.000 FT. 1 GIRT DEPTH 8.00 IN. WEB DEPTH 8.000 IN. 12.000 IN. PURLIN DEPTH 8.00 IN. WEB DEPTH 12.000 IN. 8.000 IN. PURLIN DEPTH 8.00 IN. WEB DEPTH 8.000 IN. 12.000 IN. GIRT DEPTH 8.00 IN. WEB DEPTH 12.000 IN. 8.000 IN. TYP. GIRT SPACE 80.00 IN. CONNECTION PINNED RIGID TYP. PURLIN SPACE 60.00 IN. CONNECTION RIGID RIGID TYP. PURLIN SPACE 60.00 IN. CONNECTION RIGID RIGID TYP. GIRT SPACE 80.00 IN. CONNECTION RIGID PINNED 3 Job Name D:\ABCP\FRAMES\b,'192401.01A BUILDING -- 51192401 51192401 MEMBER SIZES * * * WEB - OUTER FLANGE * WEB * INNER FLANGE * FLANGE * YIELD STRESS MEMBER WIDTH THICK. * THICK. * WIDTH THICK. * WELD * FLANGE WEB (IN.) (IN.)' *. (IN.) * (IN.) (IN.) * (IN.) * (KSI) (KSI) 1 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 50.0 50.0 2 5.00 X 0.2500 0.1345 5.00 X 0.2500 0.1250 50.0 50.0 3 5.00 X 0.2500 0.1345 - 5.00 X 0.2500 0.1250 50.0 50.0 4 5.00 X 0.25.00 0.1345 5.00 X 0.2500 0.1250 50.0 50.0 51192401 Job Name D:\ABCP\FRAMES\t,i192401.'O1A BUILDING -- 51192401 NODE COORDINATES NODE X y (IN.) (IN.) 1 12.50 0.00 2 14.50 -154.66 3 180.00 170.46 4 345.50 154.06 5- 347.50 0.00 51192401 a v • •' Job Name D: ABCP FRAM \ \ ES\5�192401.O1A BUILDING -- 51192401 51192401 ' LOAD COMBINATION 1 --- D + L ALLOWABLE STRESS FACTOR = 1.00 1989 AISC/ADS UNIFORM LOADS * WIND COEFFICIENTS . * LIVE WIND DEAD * Cl C2 C3 C4 (PSF) (PSF) (PSF) 12.00 0.00 3.50 0.00 0.00 0.00 0.00 MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (KIPS) (KIPS) (K -FT) * (KIPS) (KIPS) (K -FT) '1 1 2 5.83 -1.64 0.00 -5.83 1.64 -21.09 2 2 �3 2.16 4.64 21.13 -1.70 0.16 13.64 3 3 4 1.70 0:16 -13.64 -2.16 4.64 -21.13 .4 4 5 5.83 1.64 21.09 -5.83 -1.64 0.00 * SUPPORT REACTIONS SUPPORT NODE. * HORIZ. VERTICAL MOMENT * (KIPS) (KIPS) (K -FT) 1 1 1:71 5.'81 0.00 2 5 -1.71 5.81 0.00 a v Job Name D:\ABCP\FRAME\ S •192401.O1A BUILDING -- 51192401 51192401 LOAD COMBINATION 2 --- D + W-> ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ADS UNIFORM LOADS * WIND COEFFICIENTS LIVE WIND DEAD * Cl C2 C3 C4 (PSF) (PSF) (PSF) 0.00 15.26 ,,3.50 0.80 -0.70 -0.70 -0.50 * * CONCENTRATED LOADS * * LOAD COMPONENTS LOAD NO. LINE NO. * LOCATION * HORIZONTAL VERTICAL MOMENT * (FT.) * (KIPS) (KIPS) (K -FT) 1 3 0.00 1.50 0.00 0.00 MEMBER END ACTIONS * NODE I * NODE J MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (KIPS) (KIPS) (K -FT) * (KIPS) (KIPS) (K -FT) 1 1 2 -5.22 4.21 0.00 5.19 -2.17 42.91 2 2 3 -1.62 -4.57 -42.90 1.68 2.32 -6.73 3 3 4 0.28 -2.46 -6.73 -0.34 0.20 -23.27 4 4 5 -0.21 1.08 23.26 0.19 -2.35 0..00 * SUPPORT REACTIONS SUPPORT NODE * HORIZ. VERTICAL MOMENT * (KIPS) (KIPS) (K -FT) 1 1 -4.27 -5.16 0.00 2 5 -2.35 -0.22 0.00 7 1 Job Name D:\ABCP\FRAMES\�192401.O1A BUILDING -- 51192401 51192401 LOAD COMBINATION 3, --- D + E -> ALLOWABLE STRESS FACTOR = 1.33 1989 AISC/ADS UNIFORM LOADS - * WIND COEFFICIENTS * LIVE WIND DEAD * Cl C2 C3 C4 (PSF) (PSF) ,(PSF) 0.00 0.00 3.50 0."00 0.00 0.00 0.00 * * CONCENTRATED LOADS * * LOAD COMPONENTS . LOAD NO. LINE N0. * LOCATION * HORIZONTAL VERTICAL MOMENT * (FT.) * (KIPS) (KIPS) (K -FT) 1 3 0.00 0.50 0.00 0.00 MEMBER END ACTIONS * NODE I * NODE J * * MEMBER NODES * AXIAL SHEAR MOMENT * AXIAL SHEAR MOMENT I J * (KIPS) (KIPS) (K -FT) * (KIPS) (KIPS) (K -FT) 1 1 2 1.06 -0.12 0.00 -1.06 0.12 -1.58 2 2 3 0.22 -0.82 1.59 -0.11 0.27 3.08 3 3 4 0.66 -0.19 -3.08 -0.76 1.28 -7.95 4 4 5 1.58 0.62 7.94 -1.58 -0.62 0.00 * SUPPORT REACTIONS `SUPPORT NODE * HORIZ. VERTICAL MOMENT * (KIPS) (KIPS) (K -FT) 1 1 0.14 1.06 0.00 2 5 -0.64 1.57 0.00 1 • Job Name D : ABCP \ \FRAMES\��'192401.O1A BUILDING -- 51192401 51192401 MAXIMUM STRESS RATIOS -89 AISC ALLOWABLE STRESS DESIGN OUTER FLANGE * WEB * INNER FLANGE * OUTER FLG WEB SHEAR INNER FLG MEM WIDTH THICK * THICK * WIDTH THICK * RATIO LOAD RATIO LOAD RATIO LOAD 1 5.00 0.2500 0.1345 5.00 0.2500 0.705 2 0.163 2 0.728 2 2 5.00 0.2500 0.1345 5.00 0.2500 0.686 2 0.252 1 0.688 2 3 5.00 0.2500 0.1345 5.00 0.2500 0.686 2 0.252 1 0.688 2 4 5.00 0.2500 0.1345 5.00 0.2500 0.705 2 0.163 2 0.728 2 1C) `Rs Job Name D:\ABCP\FRAMES\5"`192401.O1A f, BUILDING -- 51192401 51192401 y: BOLTED SPLICE SUMMARY PLATE * BOLTS WIDTH/ * * CONNECTION RESISTANCE * MOM. THICK. * ROWS GAGE DIA. * TENSION COMPRES. MOMENT * ARM _ YT _ YC NODE (IN.-) * LINES (IN.) * (KIPS) (KIPS) (K -FT) * (IN.) (IN. ) (IN.) _ 2 5.00X TOP 1 2 0.750 19.4 19.7 20.4 12.56 4.25 0.17 0:500 BOT. 1 2 0.750. 34.5 30.4 33.8 12.49 4.25 0.23 3 5.00X TOP 2 2 0.750 26.8 25.7 17.1 7.81 0.60 0.13 0.375 BOT. 2 2 0.750 26.8 26.9 17.5 7.81 0.60 0.13 4 5.00X TOP 1 2 0.750 19.4 19.7 20.4 12.56 4.25 0.17 0.500 BOT. 1 2 0.750 34.5 30.4 33.8 12.49 4.25 0.23 1C) Job Name D: \ABCP\FRAMES':;=-.'192401. 01A BUILDING --.51192401 51192401 FRAME SUPPORTS * BASE PLATE * ANCHOR BOLTS * THICKNESS WIDTH LENGTH * NO. DIAMETER AREA SUP. * NODE (IN.) (IN.) (IN.) * (IN.) (SI) 1 1 0.375 6.000 9.000 2 0.750 0.884 2 5 0.375 6.000 9.000 2 0.750 0.884 * REACTIONS * BOLT RESISTANCE * HORIZ. VERTICAL MOMENT * SHEAR TENSION NODE * LOAD (KIPS) (KIPS) (K -FT) * (KIPS) (KIPS) 1 1 1.71 5.81 0.00 8.84 17.67 2 -4.27 -5.16 0.00 11.75 22.86 3 0.14 1.06 0.00 11.75 23.50 5 1 -1.71 5.81 0.00 8.84 17.67 2 -2.35 -0.22 0.00 11.75 23.50 3 -0.64 1.57 0.00 11.75 23.50 �n� SECTION 3 ENDWALLS AND BRACING ENDWALLS AND 8 C!NG Calculations supporting the structural integr* of the endwall framing and tension rod bracing are presented in this section. Endwed components included in the analysis are the roof beam, comer columns, interior columns, and, if necessary, tension bracing. In addition, the analysis contains the designs for the roof and sidewall tension bracing. Figure 4 of this section, illustrates these members schematically, along with the loadings imposed on them. The endwall roof beam is designed for the specified load combinations using the moments for a continuous beam. The interior and corner columns are designed as pinned -end compression members under the dead plus live loading. For the horizontal wind load, the interior columns are designed as simple beams. The wind forces exerted on the sidewalls are resisted where possible by the wall diaphragm or by tension bracing. The roof bracing are tension members which transfer the wind forces on the ends of the building to the eave whave Ilhe sidewall bracing carries the sum of the forces to the foundation. Figure 5 shows the forces acting on the bracing. Page 4 of this Section defines the nomenclature used in the computer printout that follows. The printout list the results of the stress analysis on the above building members. Included in the results are the actual and allowable stresses controlling the design of the member. The allowable stresses are based on the yield stresses being 36 KSI for the hot -rolled mill sections and rods, and 55 KSI for factory built-up sections. LOADING RLcc RL2 RL, RL, RLi R LIVE + DEAD FRAMING RNA RHE ' RV RV RV IRV RV I?V RV, P%/, P%l, RV, WIND -+ DEAD WIND ON SIDEWAL.L WIND I- DLAD WIND ON ENDWALL CORNER COLUMN SCALE: i DATE BUFAULA CKD. B Y. COLUMN AND BEAM -ING APP'D. BY: ENDWALI. F)'PA( DRAWING ISSUE DATE: 68 mums= 5►Eel !L#tWeAUl AREA - Cross-sectional area of section (in) ANG - Angle tension bracing makes with direction of wind force. A TEN - Allawable tension force In rod or cable bracing AX F / AX FOR - Actual axial force BN MOM - Bending moment OND RAT / BN RAT - Ratio of actual to allowable bending moment CB FOR = Actual tension force In rod or cable bracing COL HT - Column Height or beam length CWCH - ' Torsional warping constant of "C" Section DL - Dead Load FA - Allowable axial stress FB - Allowable bending stress FBA - Actual bending stress F -K - Foot kips H BASE - Horizontal reaction at base of column INTERACTION RATIO - Combined axial and bending K - VJps LL - Live Load LEEWARD - Side in the direction toward which the wind blows MOMT - Bending moment MNT L - Bending moment left of a point MNT R - Bending moment right of a point OCH - Effective section factor for a "C" Section ROCH - Polar radius of gyration of "C" Section about the shear center RWF - Wind force resisted by tension bracing RX - Radius of gyration of a section about the major axis RY - Radius of gyration of a section about the mirror axis RYT - Radius of gyration of a or section composed of the compression flange and 1/3 of the compreselon web of a section taken about an axis In the plane of the web. SHR L - Shear force left of a point SHR R - Shear force right of a point SHR RAT / SH RATIO - Ratio of actual to allowable shear forces SL - Snow load ST FOR - Strut force SXT - Tension section modulus about major axis SXC - Compression section modulus about major axis TCH - Thickness of a "C" Section UI.X - Unbraced length along major axis ULY Unbraced length along minor axis V BASE - Vertical reaction at bass of column V TOP - Horizontal reaction at top of a column VJCH Saint Variant torsion constant of "C" Section VYCH - Minor axis moment of inertia of compression area of "C" Section WINDWARD - Side upon which the wind blows WL - Wind Load WN FOR - Wind force resisted by tension bracing XOCH - Distance from shear center to centroid of "C" Section along X axis Irl:. .x15}3'• Column and Beam Endwall Design Ver. 10.1 American Buildings Company Eufaula, AL Job Name: 51192401 Job Part: 1 LEW *% Column and Beam Endwall Design Ver. 10.1 Page 2 American Buildings Company Eufaula, AL Mon Oct 14 16:04:15 1996 Job Name: 51192401 Job Part: 1 LEW FY COLD FORMED = FY HOT ROLLED = FY BUILT UP = *** ENDWALL RAFTERS MEM DESCRIPTION LOCATION --- ----------- -------- 1 9.5C15 0.000 2 9.5C13 12.000 3 9.5C15 18.000 *** ENDWALL COLUMNS 55.0 KSI 36.0 KSI 50.0 KSI SPLICE PLATES ------------------ SP ---------- BOLT PR BEND RT SHR RT 4 0.250 10.75 1 0.50 ------- 0.638 ------ 0.656 4 0.375 14.50 1 0.75 0.856 0.512 4 0.375 14.50 1 0.75 0.568 0.656 MEM DESCRIPTION LOCATION BASE PLATES A BOLT PR BEND RT SHR RT 1 W8X10 0.000 6 --------- 0.375 8.50 ---------- ------- 1 0.75 0.084 ------ 0.002 2 9.5C14 15.000 6 0.250 10.00 1 0.75 0.924 0.367 3 W8X10 30.000 6 0.375 8.50 1 0.75 0.084 0.002 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE M VER K M HOR K LOAD FACTOR / LOAD GROUP => 1 4.6 -0.2 --------- 1.0 ---------- DL 1.0 LL 2 -3.8 1.7 1.0 DL 1.0 WL Column and Beam Endwall Design Ver. 10.1 Page 3 11 American Buildings Company Eufaula, AL Mon Oct 14 16:04:15 1996 Job Name: 51192401 Job Part: 1 LEW *** WIND BRACING DESIGN *** BRACING LOCATIONS BY BAY NUMBER * * * .FSW => 1 *** RSW => 1 * * * ROOF => X Sem fZ Ew ------------------------------------------- CASE NO 1 LOAD FACT / GROUP => 1.0 DL 1.0 LL *** REAR SIDEWALL BRACING DESIGN BRACED BAY 20.000 FT NO BAY' QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 20.000 1 BC 4 24.091 ------ 0.000 ------ ------ 0.000 NA ----- 3.320 *** ROOF BRACING DESIGN BRACED BAY 20.000 FT NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 15. 4 --- 25.031 ------ 0.00 ------ --- _ ----- 3.320 2 15.000 NA 3.320 *** FRONT SIDEWALL BRACING DESIGN BRACED BAY 20.000 FT NO '-BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 3 20.000 1 BC 4 --------------------------------------------------------- ---- 24.091 ------ 0.000 ------ ------ 0.000 NA ----- 3.320 CASE NO 2 LOAD FACT / GROUP => 1.0 DL 1.0 WL *** REAR SIDEWALL BRACING DESIGN BRACED BAY 20.000 FT NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 20-.000 1 BC 4 --- 24.091 ------ 2.299 ------ ------ 2.769 NA ----- 4.427 *** ROOF BRACING - DESIGN BRACED BAY 20.000 FT NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 1 --- 5.031 �22 ------ ------------ 8 ----- 4.427 2 15 -000 2�C 45.031 4.427 *** FRONT SIDEWALL BRACING DESIGN BRACED BAY 20.000 FT E3 AdK- Column and Beam Endwall Design Ver. 10.1 Page 4 American Buildings Company Eufaula, AL Mon Oct 14 16:04:15 1996 Job Name: 51192401 Job Part: 1 LEW NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN ------ ------ ------ ----- 3 20.000 1 BC 4 24.091 2.299 2.769 NA 4.427 *** MAXIMUM BRACING REACTIONS AND DESIGN LOAD COMBINATIONS l CASE M FSW VERT M FSW HORZ LOAD FACTOR / LOAD GROUP => ----- ---------- 2 1.6 2.3 1.0 DL 1.0 WL CASE M FSW VERT M FSW HORZ LOAD FACTOR / LOAD GROUP => ------ ---------- 2 1.6 2.3 1.0 DL 1.0 WL 1 •F L �- Column and Beam•Endwall Design Ver. 10.1 Page 1 American Buildings Company Eufaula, AL Mon Oct 14 16:03:45 1996 Job Name: 51192401 Job Part: 1 REW BUILDING TYPE IS SYMMETRICAL SINGLE GABLE BUILDING WIDTH = 30.000 FT BUILDING LENGTH = 40.000 FT LEFT HEIGHT = 14.000 FT RIGHT HEIGHT = 14.000 FT LEFT SLOPE = 1.000 FT RIGHT SLOPE = 1.000 FT BAY SPACING = 20.000 FT ROOF OVERHANG = 0.000 FT BUILDING CODE: 1994 Uniform Building Code. BUILDING USE CATEGORY: 1' Essential Facilities 2 Hazardous Facilities 3 Special Occupancy Structure ■4 Standard Occupancy Structure SNOW EXPOSURE CATEGORY: 1 Roofs located in generally open terrain extending for 1/2 mile or more 2 Structures located in densely forested or sheltered areas ■3 All other structures ENCLOSURE CONDITION: ■Enclosed structure Unenclosed structure has 850 or more openings on all sides Partial enclosed has > 15% of one wall open & twice > open as other walls WIND EXPOSURE CATEGORY: B Terrain with buildings, forest, or surface irregularities ■C Terrain with is flat and generally open to 1/2 mile or more from site D Flat and unobstructed coastal areas exposed to wind flowing over water SNOW EXPOSURE FACTOR = 0.700 SNOW IMPORTANCE FACTOR = 1.000 SLOPE ROOF SNOW LOAD = 0.000 PSF DESIGN WIND VELOCITY = 75.000 MPH WIND IMPORTANCE FACTOR = 1.000 *** DESIGN LOAD COMBINATIONS CASE NO 1 LOAD FACT / GROUP => 1.0 DL 1.0 LL CASE NO 2 LOAD FACT / GROUP => 1.0 DL 1.0 WL *** LOADS ` GROUP TYPE M FM TO START HORIZ VERT MOMT END HORIZ VERT FT PSF/K PSF/K KFT FT PSF PSF DL UNIF R 0 0 0.000 0.00 -3.50 0.00 30.000 0.00 -3.50 LL UNIF R 0 0 0.000 0.00 -20.00 0.00 30.000 0.00 -20.00 WL UNIF R 0 0 0.000 0.00 22.90 0.00 30.000 0.00 22.90 WL UNIF C 1 1 0.000 -21.62 0.00 0.00 0.000 -21.62 0.00 WL UNIF C 2 3 0.000 -18.17 0.00 0.00 0.000 -18.17 0.00 WL UNIF C 4 4 0.000 -21.62 0.00 0.00 0.000 -21.62 0.00 WL. UNIF B 1 4 0.000 -20.65 0.00 0.00 0.000 -20.65 0.00 ES •< s Column and Beam Endwall Design Ver. 10.1 Page 2 American Buildings Company Eufaula, AL Mon Oct 14 16:03:45 1996 Job Name: 51192401 Job Part: 1 REW FY COLD FORMED = 55.0 KSI FY HOT ROLLED = 36.0 KSI FY BUILT UP 50.0 KSI *** ENDWALL'RAFTERS MEM DESCRIPTION LOCATION SPLICE PLATES SP BOLT PR BEND RT SHR RT ---------------------------------------------=---------- ------ 1 9.5C13 0.000 4 0.250 10.75 1 0.50 0.930 0.546 2 9.5C13 15.000 4 0.375 15.00 1 0.75 0.930 0.546 *** ENDWALL COLUMNS MEM --- DESCRIPTION ----------- LOCATION 'BASE -------------------------- PLATES A BOLT PR BEND RT SHR RT 1 8C16 0.000 6 0.250 8.50 ----------------- 1 0.75 0.178 ------ 0.009 2 9.5C14 5.000 6 0.250 10.00 1 0.75 0.873 0.359 3 9.5C14 25.000 6 0.250 10.00 1 0.75 0.873 0.359 4 8C16 30.000 6 0.250 8.50 1 0.75 0.178 0.009 *** MAXIMUM ENDWALL REACTIONS AND DESIGN LOAD COMBINATIONS CASE ---- M VER.K ------- M HOR K LOAD FACTOR / LOAD GROUP => 1 4.5 ------- -0.2 ----------- 1.0 ---------- DL 1.0 LL 2 -3.7 1.7 1.0 DL 1.0 WL Column and Beam Endwall Design Ver. 10.1 Page 3 American Buildings Company Eufaula, AL Mon Oct 14 16:03:45 1996 Job Name: 51192401 Job Part: 1 REW *** WIND BRACING DESIGN *** BRACING LOCATIONS BY BAY NUMBER *** REW => 2 *** ROOF => 1 -------------------------------------------------------------------------- CASE NO 1 LOAD FACT / GROUP => 1.0 DL 1.0 LL *** REAR SIDEWALL BRACING DESIGN BRACED BAY 100.000 FT NO BAY -- --- QTY SIZE --- ---- LENGTH ------ WN FOR CB FOR ST FOR A TEN 1 100.000 1 BC 4 100.898 ------ 0.000 ------ ------ 0.000 NA ----- 3.320 *** ROOF BRACING DESIGN BRACED BAY 20.000 FT NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 5.000 2 BC 4 20.620 0.000 0.000 NA 3.320 2 20.000 4 BC 4 28.333 0.000 0.000 NA 3.320 3 5.000 2 BC 4 20.620 0.000 0.000 NA 3.320 *** FRONT SIDEWALL BRACING DESIGN BRACED BAY 100.000 FT NO BAY -- --- QTY SIZE --- ---- LENGTH WN FOR CB FOR ST FOR A TEN 4 100.000 -------------------------------------------------------------------------- 1 BC 4 ------ 100.898 ------ 0.000 ------ ------ 0.000 NA ----- 3.320 CASE NO 2 LOAD FACT / GROUP => 1.0 DL 1.0 WL *** REAR SIDEWALL BRACING DESIGN BRACED BAY 100.000 FT NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 100.000 1 BC 4 100.898 ----- 2.234 ------ ------ 2.254 NA ----- 4.427 *** ROOF BRACING DESIGN BRACED BAY 20.000 FT NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR A TEN 1 5.000 2 BC 4 20.620 1.861 0.959 1.303 4.427 2 20.000 4 BC 4 28.333 0.000 0.000 1.861 4.427 3 5.000 2 BC 4 20.620 1.861 0.959 2.792 4.427 *** FRONT SIDEWALL BRACING DESIGN BRACED BAY 100.000 FT 0111111 Column and Beam Endwall Design Ver. 10.1 American Buildings Company Eufaula, AL Job Name: 51192401, Job Part: 1 REW W Page 4 Mon Oct 14 16:03:45 1996 NO BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR 4 100.000 1 BC 4 100.898 2.234 2.254 NA *** ENDWALL BRACING ENDWALL BRACING LOAD = 20.6 PSF NO" BAY QTY SIZE LENGTH WN FOR CB FOR ST FOR 1' 20.000 1 BC 4 24.413 1.575 1.922 NA *** MAXIMUM BRACING REACTIONS AND DESIGN LOAD COMBINATIONS CASE ---- M FSW VERT ---------- M FSW HORZ ---- LOAD FACTOR / LOAD GROUP => 2 0..3 - ----- 2.2 ----------- 1.0 DL ---------- 1.0 WL CASE ---- M FSW VERT ---------- M FSW HORZ ---------- LOAD FACTOR / LOAD GROUP => 2 0.3 2.2 ----------- 1.0 DL ---------- 1.0 WL w A TEN 4.427 A TEN 4.426 Lco,, 9 / �V Gni rc� / l/ = Z i LccJ C7 9 8 Fc -3 L4 • 8io c e ,� Eco ,8.a/ Z - - - - - - - • - —• - - - - - - 2 ` L Aic� 20�— x 3 o k l=� Se IS.7, t c I/= zlCw/w = .3L�•c�) �.�� (3o�.x 30/ u4�/ = oS. k,ps S l•� 6 cl r SECTION 4 PURLIN AND GIRTS ANY'S STANDARD PURLINS AND GIRTS ARE LIGHT GAGE 8" x 2 1 /2" Z". 9 1 /7' x 3" "r AN 1 • 3 1 2 SECTIONS (WITH STIFFENED FLANGES) COLD FORMED FROM 55,000 PSI YIELD STEEL. THF. SECTION PROPERTIES AND CAPACITIES COMPUTED IN ACCORDANCE WITH 1986 AISI SPECIFICATIONS ARE T T - T # X ----X9 1/2" 12• gOr - 5t7 �t • w►x. MAX MAX. I SECTION THICKNESS T in. AR? (M. ) 'HEIGHTSHEAR ID./FT. (in.') S. - (in I) r . (Iw.) r r (M.) STRESS (h)11•i BEAAA (Sl�xy ALLOW (KIPS ALLOW ((x�S)) ALLOW ENT (FyxlPs) ALLOW MOMENT (FT/KPS) 8216 0.060 0.66 2.90 8.25 1.63 3.10 1.25 5.32 33.0 2.44 3.25 5.02 6.69 QZ15 0.067 0.96 3.23 9.18 2.05 3.10 1.25 6.91 33.0 3.41 4.55 5.64 7.52 {Z14 0.073 1.04 3.52 9.97 2.27 3.10 1.25 8.23 33.0 4.42 5.89 6.24 8.32 QZ13 0.082 1.17 3.96 11.14 2.68 3.00 1.25 10.43 33.0 6.28 8.37 7.36 9.81 8212 0.090 1.28 4.35 12.18 2.99 3.09 1.24 12.62 330 8.32 11.09 8.23 10.97 9.5215 0.064 1.09 3.70 14.87 2.56 3.69 1.49 4.34 33.0 2.47 3.29 7.04 9.39 1.5214 0.073 1.24 4.22 16.90 3.11 3.69 1.49 S." 33.0 3.67 4.89 8.54 11.39 9.5213 0.079 1.34 4.57 18.23 3.38 3.69 1.46 6.66 33.0 4.66 6.21 9 29 12.39 9.5212 0.090 1.53 5.20 20.66 3.90 3.66 1.48 6.69 33 0 6.90 920 10.73 14.31 9.5211 0.096 1.62 5,55 21.96 4.27 3.68 1.48 9.92 33.0 8.39 11.19 11 75 15.57 12013 0.090 1.81 6.12 37.97 5.51 4.56 1.24 5.28 33.0 5.38 7.17 15.15 20.20 1=12 0.105 2.11 7.14 43.96 6.39 4.57 1.23 7.22 33.0 8.56 11.41 16.12 24.16 1 C 111 0:120 2.40 8.1 a 49.66 7.66 4.56 1.22 9.46 33.0 12:61 17.08 21.60 28.00 EFFECTIVE SECTION MODULI USED IN BENDING CALCULATIONS. •• SHEAR STRESS LIMITIED BY THE FORMULA Fv w 83.491 / (h/t)2S .4 Fy MOMENTS AND SHEARS USED IN SELECTING 'Z AND "C" SECTIONS AND CONNECTIONS FOR THE PURLIN AND GIRTS WERE FOUND BY STIFFNESS METHOD OF ANALYSIS. TO MEET VARYING LOAD REQUIREMENTS. THE "Z" AND "C' MEMBERS SHALL BE -OF SIMPLE SPAN OR LAPPED 3'-0 4'-O" Oct 5'-6' OVER THE INTERIOR FRAMES TO FORM A CONTINUOUS BEAM. THE PURLIN SECTIONS WERE THEN DESIGNED FOR THE MAXIMUM POSITIVE MOMENTS AND FOR THE MOMENT AND SHEAR COMBINATION AT THE BEGINNING AND TERMINATION OF THE LAPS. THE DOUBLE "Z" AND "C" SECTIONS WERE ALSO CHECKED FOR THE MAXIMUM NEGATIVE MOMENTS OVER THE INTERIOR FRAMES. THE. FOLLOWING PAGES SUPPORT THE SECTION AND CONNECTION USED. SCALE: . DATE DWN. BY PURLIN AND GIRT �1, AIJU 4"""4 '"KD' BY. -- CALCULATIONS - I ?� APP'D. BY: ISSUE DATE: 4-93 � ` SC -4- (86) I s AMERICAN BUILDINGS COMPANY SECONDARY FRAMTVM nFCTr_M Designer : DLM • Page 1RF-1 10/14/96 03:27:46 PM Ver. 10.1 Job Number: Part: 1 Desc: ----------------- - A D_Lap 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays -LRF- 30.000FT 40.00OFT 15.00OFT O.000FT 1.000/12 1.000/12 2 ------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang Front: 14.00OFT O.00FT * Left 1 C I O.000FT Rear : 14.00OFT O.00FT * Right 1 S I O.000FT ------------------------------- -------------------------- Code Cat. Seis_Z Expo_S Expo -W Coastal DL COLL. LL G_Snow WL_Mph WL_Psf 94ubc 4 0 3 C N 1.0 0.00 20.00 0.00 75.00 15.26 ------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 Psf Wind Imp. Factor: 1.00 - Defl. Limit:L/180 ****** ROOF PURLIN STRUCTURES ******** Load Comb 1 : DL + LL ASF:1.000 Load Comb 2 : DL + WL- ASF:1.333 Load Comb 3 : LL ASF:1.000 Design Z--Inset(FT)- Z_Strip '--Int.Zone Coef-----Ext.Zone Coef--- Spc(.IN) Cond. Left Right (FT) Suction Pressure Suction Pressure ----------_ - ----- ----------------------- 60.00 BY-PASS 1.00 1.00 3.00 1.00 0.00 1.50 0.00 No. Span --Lap--- Section -----Shear----- -----Bending---- Defl Strut B/S Length L / R ------- Force Ratio Loc Momt. Ratio Loc L/XX Cap. Ratio 1 19.000 0.00 1.50 8216 1.14 0.47 RL1 -3.50 0.70 RL1 535 7.63 0.70 2 19.000 1.50 0.00 8Z16 1.14 0.47 LL1 -3.50 0.70 LL1 535 7.63 0.70 ------------------------------- - -------------------------- Total weight per run = 122.16 Lbs. Maximum stress ratio 0.70 lP l • •F•M1f r.' Page 1FS-1 10/14/96 03:27:58 PM AMERICAN BUILDINGS COMPANY Ver. 10.1 Designer DLM SECONDARY FRAMING DESIGN , Job Number: 51192401 Part: 1 Desc: A D_Lap 86AISI Type Width Length. Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 30.00OFT 40.000FT 15.00OFT O.000FT 1.000/12 1.000/12 2 --------------------------------------- S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt_Type Overhang Front: 14.000FT 0,00FT * Left : 1 C I O.000FT Rear : 14.00OFT O.00FT * Right 1 S I O.000FT ----------------------------------------------- Code .Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_Mph WL_Psf 94ubc 4 0 3 C N 1.0 0.00 20.00 0.00 75.00 15.26 --------------------------------------------- Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 Psf Wind Imp. Factor: 1.00 , - Defl. Limit:L/ 90 ****** FRONT SW GIRT STRUCTURES ******** Load Comb 1 : WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.333 Z Spacings(In.) ,: 88.00 80.00 Design Z Inset(FT)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(IN) Cond. Left Right (FT) Suction Pressure Suction Pressure ----- ------- ------- -------- ------- -------- 84.00 BY-PASS 1.00 1.00 3.00 -0.90 0.96 -1.20 0.96 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio ---- ----- --- ------ ----- --- ---- 1 19.000 0.00 1.50 8Z16 1.08 0.33 RL1 -3.34 0.50 RL1 520 0.36 2 19.000 1.50 0.00 8Z16 1.08 0.33 LL1 -3.34 0.50 LL1 520 0.36 --------------------------------------- --------------- Total weight per run = 122.16 Lbs. Maximum stress ratio 0.50 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer : DLM ..', n Page 1RS -1 10/14/96 03:28:08 PM Ver. 10.1 Job Number: 51192401 Part: 1 Desc: A D_Lap 86AISI Type . Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 30.00OFT 40.000FT 15.000FT O.000FT 1.000/12 1.000/12 2 ---------------------------------------------- S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt_Type Overhang Front: 14.000FT O.00FT * Left : 1 C I O.000FT Rear : 14.000FT O.00FT * Right 1 S I O.000FT ------------------------------------------------- Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_Mph WL_Psf 94ubc 4 0 3 . C N 1.0 0.00 20.00 0.00 75.00 15.26 ------------------------------------------------------------ Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 Psf Wind Imp. Factor: 1.00 - Defl. Limit:L/ 90 ****** REAR SW GIRT STRUCTURES ******** Load Comb 1 : WL+' ASF:1.333 Load Comb 2 : WL- ASF:1.333 Z Spacings(In.) 88.00 80.00 Design Z--Inset(FT)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(IN) Cond. Left Right (FT) Suction Pressure Suction Pressure 84.00 BY-PASS 1.00 1.00 3.00 -0.90 0.96 -1.20 0.96 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio ----------- ----- ----- --- ------ ----- --- ---- ----- 1 19.000 0.00 1.50 8Z16 1.08 0.33 RL1 -3.34 0.50 RL1 520 0.36 2 19.000 1.50 0.00 8Z16 1.08 0.33 LL1 -3.34 0.50 LL1 520 0.36 ------------------------------------- Total weight per run = -122.16 Lbs. Maximum stress ratio = 0.50 F,) 3 Ask - Page 1LW-1 10/14/96 04:11:21 PM AMERICAN BUILDINGS COMPANY Ver. 10.1 SECONDARY FRAMING DESIGN Designer DLM Job Number: 51192401 Part: 1 Desc: A 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 30.000FT 40.000FT 15.000FT O.000FT 1.000/12 1.000/12 2 --------------------------------------------------- S.Wal1. Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt_Type Overhang Front: 14.00OFT O.00FT * Left : 1 C I O.000FT Rear : 14.000FT O.00FT * Right 1 S I O.000FT ------------------------------------ ---------------- Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_Mph WL_Psf 94ubc 4 0 3 C . N 1.0 0.00 20.00 0.00 75.00 15.26 ------------------------------------- Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 Psf Wind Imp. Factor: 1.00 - Defl. Limit:L/ 90 ****** LEFT EW GIRT STRUCTURES ******** Load Comb 1 :'WL+ ASF:1.333 Load Comb 2 : WL- - ASF:1.333 Z Spacings(In.) : 88.00 95.00 Design Z--Inset(FT)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(IN) Cond. Left Right (FT) Suction Pressure Suction Pressure ------- ------- -------- ------- ---- 91.50 INSET 0.00 0.00 3.00 -0.90 0.96 -1.20 0.96 No. Span ---Lap----Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio --------- ----- ----- --- ------ ----- --- ---- ----- 1 15.000 0.00 0.00 8216 0.82 0.25 LS2 -2.64 0.79 MS2 406 0.62 2 15.000 0.00 0.00 8Z16 0.82 0.25 RL2 -2.64 0.79 MS2 406 0.62 --------------------------------------- Total weight per run = 84.90 Lbs. Maximum stress ratio = 0.79 p y- f �r' Page 1LW-1 10/14/96 03:27:12 PM Ver. 10.1 AMERICAN BUILDINGS COMPANY SECONDARY FRAMING DESIGN Designer DLM Job Number: 51192401 Part: 1 Desc: A 86AISI ----------------------------------------------------------------- Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 30.00OFT 40.000FT 15.000FT O.000FT 1.000/12 1.000/12 2 ------------------------------------------------------------------ S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang Front: 14.000FT O.00FT * Left 1 C I O.000FT Rear 14.00OFT O.00FT * Right 1 S I O.000FT -------------------------------------------------------------------- Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_Mph WL_Psf 94ubc 4 0 3 C N 1.0 0.00 20.00 0.00 75.00 '15.26 ------------------------------------------------------------------------- Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 Psf Wind Imp. Factor: 1.00 ****** LEFT EW GIRT STRUCTURES ******** Load Comb 1 : WL+ Load Comb 2 : WL - Special Loads No. Group 1 WL+ 2 WL+ 3 WL+ 4 WL+ ASF: 1.333 ASF: 1.333 Type Span Distl(ft) W1(k,psf) CONC 1 2.500 0.570 CONC 1 12.500 0.570 CONC 2 3.500 0.350 CONC 2 11.500 0.350 Defl. Limit:L/ 90 Dist2 (ft) W2 (k,psf) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Z Spacings(In.) : 88.00 95.00 Design Z--Inset(FT)--. Z_Strip,--Int.Zone Coef-----Ext.Zone Coef--- Spc(IN)' Cond. Left Right (FT) Suction Pressure Suction Pressure ------------- ------- ------- -------- ------- -------- 91.50 INSET 0.00 0.00 3.00 -0.90 0.96 -1.20 0.96 No. Span ---Lap-- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio ----------- ----- ----- --- ------ ----- --- ---- ----- 1.15.000 0.00 0.00 8Z16 1.36 0.42 RL1 -2.64 0.79 MS2 271 0.62 2 15.000 0.00 0.00 8Z16 1.14 0.35 RL1 -2.64 0.79 MS2 283 0.62 ------------------------------------------------------------------------ Total weight per run =,' 84.90 Lbs. Maximum stress ratio = 0.79 P -5- Page - g 1RW 1 10/14/96 03:27:35 PM AMERICAN BUILDINGS COMPANY Ver. 10.1 SECONDARY FRAMING DESIGN Designer DLM Job Number: 51192401 Part: 1 Desc: A 86AISI Type Width Length Ridge Dist. R.Col. Elev. Slope(F) Slope(R) No.Bays LRF 30.000FT 40.000FT 15.000FT O.000FT 1.000/12 1.000/12 2 ------------------------------------------------- S.Wall Eave Ht. Lean-to Width* E.Wall Type Col_Spc. Girt Type Overhang Front: 14.000FT O.00FT * Left 1 C I O.000FT Rear : 14.00OFT O.00FT * Right 1 S I O.000FT --------------------------------------------------- Code Cat. Seis_Z Expo_S Expo_W Coastal DL COLL. LL G_Snow WL_Mph WL_Psf 94ubc 4. 0 3 C N 1.0 0.00 20.00 0.00 75.00 15.26 ----------------------------------------------------------- Snow Imp. Factor: 1.00 Snow Factor: 0.70 D Snow: 0.00 Psf Wind Imp. Factor: 1.00 Defl. Limit:L/ 90 ****** RIGHT EW GIRT STRUCTURES ******** Load Comb 1 : WL+ ASF:1.333 Load Comb 2 : WL- ASF:1.333 Z Spacings(In.) 88.00 95.00 , Design Z--Inset(FT)-- Z_Strip--Int.Zone Coef-----Ext.Zone Coef--- Spc(IN) Cond. Left Right (FT) Suction Pressure Suction Pressure ---- ----- ------- ------- -------- ------- -------- 91.50 INSET 0.00 0..00 3.00 -0.98 1.04 -1.28 1.04 No. Span ---Lap--- Section -----Shear----- -----Bending---- Defl B/S Length L / R Force Ratio Loc Momt. Ratio Loc L/XX Ratio -- ----------- ----- ----- --- ------ ----- --- ---- ----- 1 5.000 0.00 0.00 8Z16 0.29. 0.09 LS2 -0.28 0.08 MS2 9999 0.01 2 20.000 0.00 0.00 8Z12 1.16 0.10 LS1 -5.19 0.95 MS2 221 0.89 3 5.000 0.00 0.00 8Z16 0.29 0.09 RL2 -0.28 0.08 MS2 9999 0.01 -------------------------------------_------------- Total weight per run = 113.30 Lbs. Maximum stress ratio 0.95 P(� s � I "' — 1 9 "'M 1 1 11. PANEL PROFILE 12' 4 1/4" 3 1/2" 4 1/4" 1 3/llr ' f t i 9/32 19 �' PANEL CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S LONGSPAN PANEL NUMBER OF SPANS METAL THK. IN. TOTAL THK. IN. WEIGHT Sq. FT. TOP IN COMPRESSION BOTTOM IN COMPRESSION Fb ' ksi Ix. In4/ft Sx. 1n3/ft Ix. Ino/ft Sx. In3/ft 26 GAGE 0.018 0.0194 1 0.92 1 0.030 0.036 0.031 0.033 48 24 GAGEI 0.024 0.0254 1.20 0.045 0.051 0.045 0.047 48 I. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are galvanized with G90 class zinc coating. The corresponding reduced thickness shown as Metal Thickness' was used in determining section properties. 4. For loads shown, deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. SCALE: I DATE REV. BY: THG 3-95 1 LONGSPAN PANEL eurAUU """uCKD, BY: BL] I 3-95 DIMENSIONS AND PROPERTIES APP -D. BY: I LOAD TABLES OtiMNO. I • ISSUE DATE: 7-84 1 mums= , SC—j-1.0 a NUMBER OF SPANS L = 3'-0" MAXIMUM 3'-4" TOTAL UNIFORM 4'-0' LOAD 4'-6" IN PSF 5-0" 1 8'-0" 26 GAGE STEEL 1 117 85 49 j 35 1 25 15 2 117 85 46 35 25 I 15 3 147 1 119 83 85 1 ---53---7 30 4 137 1 111 1 77 61 1 49 30 24 GAGE STEEL 1 167 1 135 1 74 52 j 38 23 2 187 1 135 94 74 60 42 3 209 1 l89 118 93 75 1 45 4 195 1 L58 i 110 87 I 70 1 45 I. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are galvanized with G90 class zinc coating. The corresponding reduced thickness shown as Metal Thickness' was used in determining section properties. 4. For loads shown, deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. SCALE: I DATE REV. BY: THG 3-95 1 LONGSPAN PANEL eurAUU """uCKD, BY: BL] I 3-95 DIMENSIONS AND PROPERTIES APP -D. BY: I LOAD TABLES OtiMNO. I • ISSUE DATE: 7-84 1 mums= , SC—j-1.0 a 3/16 YIN. PANEL PRUFILE 1 7/8' , 2 l/8' , l 71W , 2 1/8' 1 7 2 l/ 84' 39%, \ I /3/32' R— 1. 1 3/4:I_ 2 1/4' �I 1 3/ I t 1/8'. \I I I/ :I 3/1lf 3 4" ENGINEERING PROPERTIES OF AMERICAN'S ARCHITECTURAL II PANEL NUMBER OF SPANS METAL THK. IN. TOTAL THK. IN. HEIGHT SQ. FT. TOP IN COMPRESSION 80TTOM IN COMPRESSION Fb ksi Ix. Ino/ft Sx. Ina/ft Ix. In4/ft Sx. In3/ft 26 GAGE 0.018 0.0194 0.92 0.0174 0.027 0.035 0.035 48 24 GAGE 1 0.024 0.0254 1.20 1 0.0240 0.042 0.048 0.049 48 I. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are galvanized with G90 class zinc coating. The corresponding reduced thickness shown as "Metal Thickness' was used in determining section properties. 4. The Architectural panel is limited to wall applications. 5. Tabulated values are for bending and includes 1/3 increase for wind. SCALE: I DATE REV. BY: THG 3-95 :ARCHITECTURAL II' PANEL 9UrAUu CKD. BY: BIJ 3-95 DIMENSIONS AND PROPERTIES APP'D. BY: LOAD TABLES ISSUE DATE: I 7-84 MUi ° SC -5-2.0 7 nor NUMBER OF SPANS L MAXIMUM TOTAL UNIFORM LOAD IN PSF 28 GAGE STEEL 1 72 1 57 1 48 38 32 24 1 18 2 72 57 1 46 38 32 24 1 18 3 90 71 1 58 48 40 29 1 23 4 1 84 1 88 1 54 44 37 27 1 21 24 GAGE STEEL 1 112 1 88 72 59 50 37 1 28 2 112 1 88 72 59 1 50 37 28 3 140 111 90 74 62 48 35 4 131 1 103 84 89 58 43 33 I. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 80,000 psi. 3. Steel panels are galvanized with G90 class zinc coating. The corresponding reduced thickness shown as "Metal Thickness' was used in determining section properties. 4. The Architectural panel is limited to wall applications. 5. Tabulated values are for bending and includes 1/3 increase for wind. SCALE: I DATE REV. BY: THG 3-95 :ARCHITECTURAL II' PANEL 9UrAUu CKD. BY: BIJ 3-95 DIMENSIONS AND PROPERTIES APP'D. BY: LOAD TABLES ISSUE DATE: I 7-84 MUi ° SC -5-2.0 7 nor 2 29/3x' 2., PANEL PROFILE 24" 4 9/IQ' 1 5 CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S STANDING SEAM II/360 PANEL NUMBER OF SPANS METAL TOTALTOP 3'-4" IN BOTTOM IN 5'-0" 24 GAGE STEEL THICK. THICK. SEEIGHT COMPRESSION COMPRESSION FB 2 IN. IN. 103 81 88 KSI IX. SX. IX. SX, 82 4 212 L72 1N4/FT. IN3/FT. IN4/FT. IN3/FT. 24 GAGE 0.024 0.0254 1.27 0.207 1 0.081 0.091 0.082 30 3" 1. Section properties have been calculated in accordance with the 1988 A1SI specifications with 1989 addendum. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are AZ 55 aluminum -zinc alloy -coated or G 90 zinc -coated (galvanized). The corresponding reduced thickness shown as Metal Thickness" was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. SCALE: DATE REV. BY: THr 4 NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L = 3'-0" 3'-4" 4'-0" 4'-8" 5'-0" 24 GAGE STEEL 1 180 148 101 80 85 2 182 148 103 81 88 3 228 185 128 101 82 4 212 L72 119 94 78 3" 1. Section properties have been calculated in accordance with the 1988 A1SI specifications with 1989 addendum. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are AZ 55 aluminum -zinc alloy -coated or G 90 zinc -coated (galvanized). The corresponding reduced thickness shown as Metal Thickness" was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. SCALE: DATE REV. BY: THr 4 83/6 16" NET COVERAGE PANEL PROFILE 23/32" 13/16" +0" -1/32" +1/32" -0" I I!� 7/1e' 1119/16- 1 83/84 5, i 2" 16" + 0', - t / 16" CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S LOC -SEAM PANEL NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L = 3'-0' TOP IN BOTTOM IN 4'-8" 5'-0" METAL THICK. TOTAL THICK. WEIGHT COMPRESSION COMPRESSION FH 66 IN. IN. SQ. FT. KSI IX. SX.IX. 68 SX. 37 3 186 151 IN4/FT. IN3/FT. iN4/FT. IN3/FT. 4 24 GAGE 0.024 0.0254 1.425 0.157 0.094 0.075 0.067 30 22 GAGE 1 0.030 1 0.0318 1 1.782 0.207 0.126 0.101 0.092 30 1. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are AZ 55 aluminum -zinc alloy -coated or G 90 zinc -coated (galvanized). The corresponding reduced thickness shown as Metal Thickness" was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. SCALE. DATE REV. BY: THC 3-95 16" LOC -SEAM PANEL I!U?Auu `, .us.,a CKD. BY. BLJ 3-95 DIMENSIONS AND PROPERTIES APP'D. BY: LOAD TABLES ORA�INC . I �• ISSUE DATE: 10-89 Nunn SC -5-8.0 5 NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L = 3'-0' 3'-4" 4'-0" 4'-8" 5'-0" 6'-0" 24 GAGE STEEL 1 149 121 84 66 54 37 2 149 121 84 68 54 37 3 186 151 105 83 67 47 4 173 141 98 77 62 44 22 CAGE STEEL 1 204 166 115 91 74 51 2 204 166 115 91 74 51 3 256 207 144 114 92 64 4 238 193 134 106 86 60 1. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 50,000 psi. 3. Steel panels are AZ 55 aluminum -zinc alloy -coated or G 90 zinc -coated (galvanized). The corresponding reduced thickness shown as Metal Thickness" was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by 1.33. SCALE. DATE REV. BY: THC 3-95 16" LOC -SEAM PANEL I!U?Auu `, .us.,a CKD. BY. BLJ 3-95 DIMENSIONS AND PROPERTIES APP'D. BY: LOAD TABLES ORA�INC . I �• ISSUE DATE: 10-89 Nunn SC -5-8.0 5 N 1 63/6 A___T2 1-12" NET COVERAGE PANEL PROFILE 23/32" 13/16" +0" —1/32" +1/32" —0" l�� 7/18" 1 83/64" I �� 5. I 2 12" + 0" — 1 / 16" CROSS SECTION ENGINEERING PROPERTIES OF AMERICAN'S LOC—SEAM PANEL NUMBER OF SPANS METAL TOTAL L = 3'-0' TOP IN BOTTOM IN 4'-6" 5'-0" THICK. THICK. WEIGHT COMPRESSION COMPRESSION FB 87 IN. IN. SQ. FT. K51 iX. 5X. lX. SX. 49 3 244 198 IN4/FT. IN3/FT. IN4/FT. IN3/FT. 4 24 CAGE 0.024 0.0254 1.58 0.202 0.127 0.100 0.088 30 22 GAGE 0.030 1 0.0318 1.95 0.251 0.158 0.134 0.123 1 30 1. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2— Minimum yield strength of steel is 50,000 psi. 3. Steel panels are AZ 55 aluminum—zinc alloy—coated or G 90 zinc—coated (galvanized). The corresponding reduced thickness shown as Metal Thickness" was used in determining section properties. 4. For loads shown, deflections are lees than L/150. a' ba mulllrlied SCALE: DATE REV. BY: THG 3-95 12" LOC—SEAM PANEL ttl..11A ,AUMM� CKD. BY: BU 3-95 DIMENSIONS AND PROPERTIES APP'D. BY: LOAD TABLES ISSUE DATE: 1-92 DRAWING ser. SC -5-6.1 2 NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L = 3'-0' 3'-4•' 4'-0" 4'-6" 5'-0" 8'-0" 24 GAGE STEEL 1 196 158 110 87 70 49 2 198 158 L10 87 70 49 3 244 198 138 109 88 at 4 228 185 128 101 82 1 57 22 GAGE STEEL 1 273 221 154 121 98 68 2 273 221 154 121 98 68 3 342 277 192 152 123 85 4 319 258 179 142 115 80 1. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2— Minimum yield strength of steel is 50,000 psi. 3. Steel panels are AZ 55 aluminum—zinc alloy—coated or G 90 zinc—coated (galvanized). The corresponding reduced thickness shown as Metal Thickness" was used in determining section properties. 4. For loads shown, deflections are lees than L/150. a' ba mulllrlied SCALE: DATE REV. BY: THG 3-95 12" LOC—SEAM PANEL ttl..11A ,AUMM� CKD. BY: BU 3-95 DIMENSIONS AND PROPERTIES APP'D. BY: LOAD TABLES ISSUE DATE: 1-92 DRAWING ser. SC -5-6.1 2 � � I '2►r r 8 8" 6" 6' 8" 8' 3'-0" FULL COVERAGE PANEL PROFILE 6" 4' 1" 3 4' 3 1 2" 30I i 45' 3/4 PARTIAL CROSS SECTION 1. Section properties have been calculated in accordance with the 1986 AISI specifications with 1989 addendum. 2. Minimum yield strength of steel is 80.000 psi. 3. Steel panels are AZ 55 aluminum-zinc alloy-coated or G 90 zinc-coated (galvanized). The corresponding reduced thickness shown as Metal Thickness' was used in determining section properties. 4. For loads shown. deflections are less than L/150. 5. For wind loads the tabulated values can be multiplied by L.33. SCALE: DATE MALAY CKD. BY: Bu 3-95 DIMENSIONS AND PROPERTIES App•D BY: LOAD TABLES ISSUE DATE: 3-90 SC-5-7.0 4 REV. BY: THG 3-95 MULTI—RIB PANEL SWAULA ,� I DaA111NC . � I Nurasa I ENGINEERING PROPERTIES OF AMERICAN'S MULTI-RIB PANEL I TOP IN I BOTTOM IN METAL TOTAL � WEIGHT COMPRESSION COMPRESSION Fb THK. IN. THK. IN. NUMBER OF SPANS ! Sq. FT. TOTAL Ix. Sx. ksl (n4/ft Ina/ft Ix. [n4/ft Sx. Ina/ft 29 GAGE 0.014 0.0150 0.71 0.0137 0.018 0.008 0.019 48 28 GAGE I 0.018 0.0194 0.92 0.0193 0.029 0.0132 0.027 48 24 GAGE 0.024 0.0234 � 1.20 0.0275 0.045 0.0193 0.043 48 NUMBER OF SPANS MAXIMUM TOTAL UNIFORM LOAD IN PSF L = 3'-0" 3'-4" 4'-0" 4'-8" 5'-0" 5'-8" 6'-0- 29 CAGE STEEL 1 53 39 22 I 18 1 12 9 I 7 2 88 i 55 38 . 30 24 20 17 3 84 88 48 38 30 25 i 21 4 79 84 44 35 28 23 I 20 28 GAGE STEEL 1 75 54 32 22 l8 12 9 2 98 � 78 54 43 34 29 24 3 120 97 Be 53 43 38 30 4 112 91 83 50 40 I 33 i 28 24 CAGE 1 107 •� 78 45 32 23 I 17 I 13 2 153 � 124 Be Be 55 45 38 STEEL 3 191 153 108 85 89 57 48 4 178 � 145 100 I 79 64 53 45 z SECTION S MISCELLANEOUS AND SPECIAL CONDITIONS AB NOTES: 1. WHEN JOINING MATERIAL OF DIFFERENT THICKNESS, THE THINNER MATERIAL SHALL GOVERN. 2. SEE PAGE 11 FOR SIZE OF FILLET WELDS (A64 -F1). 3. SEE PAGE 10 FOR STIFFENER DETAILS (AB4-F1). ALTERNATE KNEE DETAIL FOR BUILT-UP STRAIGHT COLUMNS BASE REFER TO PAGE 2 FOR SECTION "A2" AND DETAILS A, B, C AND D. L� STANDARD WELDS �RIGID FRAMES (BUILT-UP AND PACE ` 9-95 AMERICAN BUILDINGS COMPANY HOT ROLLED SECTIONS) AL DATE DETAIL "N' tr� 3/16 FLANGES THROUGH 3/16 1/4" THICK tf 41A B4-G1-2,3 FLANGES OVER 1/4" THICK DETAIL "C" SEE DETAIL "D" SIMILAR B4 -G1-3 DETAIL "B" r6FLANGES THROUGH 1/4" THICK T J::�A AB4-G1-2,3 tf -8 / FLANGES OVER 1/4" THICK { A34 -G 1-2,3 DETAIL "D" EE NOTE 3 , JLV I IVIV /'1L NOTES: 1. ALL "A" FILLET WELDS SHOWN ABOVE ARE AB4-F1. 2. SUPPLEMENTARY DATA INDICATES ABC WELDING PROCEDURE DATA SHEET. 3. IF BASE PLATE IS FLUSH WITH INSIDE FLANGE, MOVE FILLET WELD TO INSIDE FACE OF FLANGE. ?i%z" AMERICAN BUILDINGS COMPANY STANDARD WELDS RIGID FRAME DETAILS (BUILT-UP AND HOT ROLLED SECTIONS) 2 PACE 9-95 DAT - & F FIELD SPLICE BOLTED ALONG SLOPE SHOWN. USE SAME PROCEDURES @ RIDGE. AB4-GI-2,3 3 DETAIL " E" FLANGES OVER .1 /4" THICK DETAIL "I" FLANGES THROUGH 1/4" THICK DET) f SHOP SPLICE 20' f---}�--C A64 -G1 BACK GOUGE NOT REQUIRED �AB4-G1 TYPICAL BUTT JOINT FORFLANGES OVER 14. THICK TYPICAL BUTT JOINT FOR FLANGES THROUGH •• DETAIL "G, 1 4 THICK k63 -GI SECTION "B -B" TYPICAL BUTT JOINT FOR WEBS NOTES: 1. SEE PAGE 11 FOR SIZE OF FILLET WELDS. 2. SUPPLEMENTARY DATA INDICATES ABC WELDING PROCEDURE DATA SHEET. AMERICAN BUILDINGS COMPANY STANDARD WELDS RIGID FRAMES (BUILT-UP AND HOT ROLLED SECTIONS) 3 PAGE 9-95 DAIS s NOTES: 1. WHEN JOINING MATERIALS OF DIFFERENT THICKNESSES, THE THINNER MATERIAL SHALL GOVERN, 2. STANDARD WELDS SHOWN HERE ARE FOR LIGHT HOT ROLLED OR BUILT-UP SECTIONS USED IN NON -EXPANDABLE ENDWALLS. SEE PAGES 1, 2 AND 3 FOR RIGID FRAMES BUILT OF HOT ROLLED SECTIONS. 3. SEE PAGE 11 FOR SIZE OF FILLET WELDS (AB4-F1). 4. IF BASE PLATE IS FLUSH WITH INSIDE FLANGE, MOVE FILLET WELD TO INSIDE FACE OF FLANGE. CORNER COLUMN BASE 1 SECTION "A4" ;EE NOTE 4 STANDARD WELDS 4 EN DWALL FRAMES (HOT ROLLED OR pAGZ -� 9-95 AMERICAN BUILDINGS COMPANY BUILT-UP SECTIONS) DAR ur 16 TYPICAL 3 DETAIL "E TMP1B 16 FLANGES 16 DETAIL E FIELD SPLICE BOLTED ALONG SLOPE SHOWN. USE SAME PROCEDURES @ RIDGE DETAIL "E" FLANGES OVER 1/4" THICK ' 4B3 -GI A84—GI-2,3 INTERIOR COLUMN 20• 35-G6 B4 -F1 L G - rim SHOP SPLICE AT RIDGE (AS SHOWN) USE SAME WELDS ON SHOP SPLICE OCCURING ALONG SLOPE 4C K DUGE OT EQUIRED TYPICAL BUTT JOINT FOR FLANGES OVER JOINT SECTION "B—B" FLANICALGES 1a THICK FOR PT THROUGH TYPICAL BUTT JOINTDETAIL "G" 14, THICK FOR WEBS — NOTES: 1. SEE PAGE 11 FOR SIZE OF FILLET WELDS. 2. SUPPLEMENTARY DATA INDICATES ABC WELDING PROCEDURE DATA SHEET liolloillSTANDARD WELDS 5 �1 EN DWALL FRAMES (HOT ROLLED OR PACE 9-95 AMERICAN BUILDINGS COMPANY BUILT—UP SECTIONS) DATE NOTE: 1. IF BASE PLATE IS SMALLER TI DIAMETER OF PIPE, DEPOSIT TOTAL LENGTH OF WELD REOI ON CONTACT AREA. 2. IF HOLE DIAMETER IN BASE P IS GREATER THAN 15/16", WE .ALL AROUND PIPE. 3. ALL FILLET WELDS SHOWN ARI AB4-F1. BASE PLATE SEE NOTE 2 LTS q FOR COLS. LESS THAN 12" DIA. BASE PLATE W/2 ANCHOR BOLTS ' PLATE AB4-P1 PLATE (SIZE AND LENGTH WELDS SAME AS BASE ATE ® 1/4 PTS.) >7-\ CAP PLATE FOR ALL PIPE CAP PLATE DETAIL PIPE COLUMNS AND PIPE STRUTS (4) ANCHOR BOLTS SEE NOTE 16 4 y ® 1/4 PTS. 2 q FOR COLS. LESS THAN 12" DIA. BASE PLATE W/4 ANCHOR BOLTS BASE PLATE DETAILS AMERICAN BUILDINGS COMPANY .. % - SEE NOTE 2 q FOR 12" DIA. COLUMNS BASE PLATE W/4 ANCHOR BOLTS STANDARD WELDS PIPE COLUMNS AND PIPE STRUTS 6 PACE -� 9-95 DAT AB6-GI /8174 • • I _71 8 t 8 V4 4 • 8 8 t t 8 8 CORNER COLUMN ENDWALL INTERIOR COLUMN NOTE: 1. ALL FILLET WELDS SHOWN ABOVE ARE A86 -G1. 2. WHEN WELDING PRE -PAINTED STEEL, REMOVE PAINT FROM WELD AREA BEFORE WELDING. AMERICAN . BUILDINGS COMPANY STANDARD WELDS COLD FORMED ENDWALL COLUMNS -G6 5 B6 -G6 7 PAC 9-95 DATZ_ STANDARD WELDS COLD FORMED ENDWALL RAFTERS AMERICAN BUILDINGS COMPANY I PAC 9-95 DATE A86 -G TOE TO TOE FOR COLD FORMED CHANNELS, ETC. X86 -G5 BACK TO BACK COLD FORMED ENDWALL WELDING PROCEDURE NOTES: 1. THIS DETAIL IS NOT FOR USE ON HOT -DIPPED GALVANIZED SECTIONS. 2. SUPPLEMENTARY DATA INDICATES ABC WELDING PROCEDURE DATA SHEET. 3. WHEN WELDING PRE -PAINTED STEEL, REMOVE THE PAINT FROM WELD AREA BEFORE WELDING. STANDARD WELDS 9 BACK TO BACK AND TOE TO TOE PACE --- COLD FORMED WELDING PROCEDURE 9 AMERICAN BUILDINGS 'COMPANY -95 _ DA TYPICAL STIFFENER WELDING DETAIL PER AWS D 1 .1 SECTION 8.8.7 AMERICAN BUILDINGS COMPANY Nue PACE 9-95 DATE WPS AB4-F1 WPS AB3-F1 (B) FLANGE TO SUBMERGED ARC (A) FLANGE, STIFFENER, WEB FILLET WELD SIZE tf -FLANGE tf or tP tW - WEB PLATE THICKNESS t' or t <3/16" 3/16" 1/4" 5/16" 3/8" <3/16" 3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 3/4" > 1" < 1/4" 1/8" 1/8" 1/8" 3/16" 3/16" 3/16" 3/16" 1/4" 1/4" 5/16" - 1/2" 1/8" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 1/4" 5/16" >1/2 - 3/4" 1/8" 3/16' 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" >3/4 - 1" 1/8" 3/16.. 1/4" 5/16" 5/16" 5/16' 5/16" 5/16" 5/16" >1" - 1 1/2' 1/8" 3/16" 1/4" 5/161. 5/16" 5/16" 5/16" 5/16" 5/16" WPS AB3-F1 (B) FLANGE TO SUBMERGED ARC WEB WELD FILLET WELD SIZE "SAV✓' WEB PROCESS tf -FLANGE tW - WEB PLATE THICKNESS <3/16" 3/16" 1/4" 5/16" 3/8" 7/16 1/2" >1/Z' < 1/4" 1/8" 1/8" 1/8" 3/16' 3/16" 3/16 3/16" 1/4" 5/16'-1/2" 1/8" 3/16" 3/16.. 3/16.. 3/16.. 3116-13/15. 1/4" >1/2-3/4" 1/8" 3/16" 1/4" 1/4" 1/4' 1/4" 1 1/4" 1/4" >3/4-1 1/2" 1 1 1/4" 5/16 1 5/16.. 5/1_6"75/16" 5/16" �1 AMERICAN BUILDINGS COMPANY STANDARD WELD TABLES rAce 9-95 DArZJ c ki ------- --------- r7 4 'NI ECIFI.(" .......... ............. 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Standard Specifications or American Buildings Company's February 1996 METAL BUILDING SYSTEMS CONTENTS GENERAL SCOPE................................................................... 1.1 Intent..................................................................... 1.1.1 Performance........................................................... 1.1.2 Product Change ..................................................... 1.1.3 BUILDING DESCRIPTION ................................ 1.2 LRF........................................................................1.2.1 2.2.2 RF.......................................................................... 1.2.2 LRF -M[ ................................................................... 1.2.3 RF -M[ .....................................................................1.2.4 GC......................................................................... 1.2.5 GC-M..................................................................... 1.2.6 LT........................................................................... 1.2.7 LP2.:......................................................................1.2.8 3.1.3 LP2-M................................................................... 1.2.9 LP4........................................................................ 1.2.10 LP4-M................................................................... 1.2.11 LSS........................................................................ 1.2.12 LSS-M................................................................... 1.2.13 SSF........................................................................ 1.2.14 SSF-M................................................................... 1.2.15 BUILDING NOMENCLATURE ........................ :. 1.3 RoofSlope.............................................................1.3.1 Width..................................................................... 1.3.2 EaveHeight........................................................... 1.3.3 Length.................................................................... 1.3.4 Bay Spacing (Standard).........................................1.3.5 Bay Spacing (Shadow Panel) ................................ 1.3.6 DRAWINGS AND CERTIFICATION .................1.4 Drawings............................................................... 1.4.1 Certifications......................................................... 1.4.2 AISC Certification ................................................ 1.4.3 STRUCTURAL STEEL DESIGN GENERAL............................................................ 2.1 Structural Mill Sections ......................................... 2.1.1 Cold Formed Sections ........................................... 2.1.2 DESIGNLOADS .................................................. 2.2 Loading Criteria .................................................... 2.2.1 Most Severe Conditions ........................................ 2.2.2 Load Projections.................................................... 2.2.3 SpecialLoads ........................................................ 2.2.4 BASIC MATERIAL SPECIFICATIONS PRINLA RY FRAMING STEEL ............................ 3.1 Hot -Rolled Sections .............................................. 3.1.1 Built -Up Sections .................................................. 3.1.2 Endwall "C" Sections ........................................... 3.1.3 SECONDARY FRAMING STEEL ...................... 3.2 Rolled Formed Sections ........................................ 3.2.1 Rolled Formed Sections (Galvanized) .................. 3.2.2 ROOF AND WALL PANEL MATERIAL............ 3.3 26 Gauge Material - Zinc -Coated (Galvanized) ... 3.3.1 24 Gauge Material - Zinc -Coated (Galvanized) ... 3.3.2 26 Gauge Material - Aluminum -Zinc Alloy -Coated .. 3.3.3 24 Gauge Material - Aluminum -Zinc Alloy -Coated.. 3.3.4 STRUCTURAL FRAMING GENERAL............................................................. 4.1 Field Bolt Assembly ..............................................4.1.1 Shop Connections ..................................................4.1.2 Identification Mark ................................................4.1.3 PRIMARY FRAMING..........................................4.2 RigidFrame..........................................................4.2.1 Endwall Frames .....................................................4.2.2 Plate, Stiffeners, Etc...............................................4.2.3 BoltHoles..............................................................4.2.4 SECONDARY FRAMING....................................4.3 Purlins and Girts ....................................................4.3.1 EaveStruts.............................................................4.3.2 BaseAngle.............................................................4.3.3 BRACING.............................................................4.4 Diagonal Bracing ..................................................4.4.1 FlangeBracing .......................................................4.4.2 SpecialBracing ......................................................4.4.3 ROOF AND WALL COVERING GENERAL............................................................. 5.1 WallPanels.............................................................5.1.1 RoofPanels............................................................5.1.2 Liner and Soffit Panels ..........................................5.1.3 Facade Fascia Panels .............................................5.1.4 Long Span Panels ..................................................5.1.5 Architectural 11 Panels ...........................................5.1.6 Multi -Rib Liner Panel............................................5.1.7 Long Span Liner Panel ..........................................5.1.8 ShadowPanel .........................................................5.1.9 Soffit -Liner Panel ..................................................5.1.10 Standing Seam Panels............................................5.1.11 Loc -Seam Panel .....................................................5.1.12 Mansard Fascia Panel ............................................5.1.13 PANEL DESCRIPTION........................................5.2 Long Span Panel ....................................................5.2.1 Architectural 11 Panel.............................................5.2.2 Multi -Rib Panel .....................................................5.2.3 ShadowPanel .........................................................5.2.4 Soffit -Liner Panel ..................................................5.2.5 Standing Seam Panels............................................5.2.6 Loc -Seam Panel .....................................................5.2.7 Mansard Fascia Panel ............................................5.2.8 PanelLength..........................................................5.2.9 Endwall Edge Cuts ................................................5.2.10 Oilcanning.............................................................. 5.2.11 MISCELLANEOUS MATERIAL SPECIFICATIONS FASTENERS.........................................................6.1 Structural Bolts ......................................................6.1.1 Fasteners For Roof Panels ....................................6.1.2 Fasteners For Roof Panel Side Laps ......................6.1.3 Fasteners For Roof Panels and Flashings..............6.1.4 Fasteners For Roof Panel Clips .............................6.1.5 Fasteners For Wall Panels......................................6.1.6 Fasteners For Wall Panel Side Laps ......................6.1.7 Fasteners For Shadow Panels ................................6.1.8 :.: Blind Fasteners (Rivets)........... r : .............. PANEL CLIPS 6.1.9 ............................ ...... Standing Seam II Panel Clips ............................... 6.2 6.2.1 Loc -Seam Panel Clips ........................................... 6.2.2 Mansard Fascia Panel Clips ................................. 6.2.3 Standing Seam 360 Panel Clips ............................ 6.2.4 CLOSURES AND SEALANTS .......................... 6.3 ClosureStrips ....................................................... 6.3.1 Metal Closures...................................................... 6.3.2 Sealer: Long span and Multi -Rib Panels ............. 6.3.3 Sealer: Standing Seam and Loc -Seam Panels ...... 6.3.4 Sealer: Standing Seam and Loc -Seam Panels....... 6.3.5 Caulk..................................................................... 6.3.6 GUTTER, FLASHINGS AND DOWNSPOUTS 6.4 Gutters and Flashings ........................................... 6.4.1 Downspouts.......................................................... 6.4.2 7. PAINTING STRUCTURAL PAINTING ................................ 7.1 Uncoated Structural Steel ..................................... 7.1.1 Abrasions After Handling .................................... 7.1.2 LONG LIFE COATED PANELS ......................... 7.2. BaseMetal ................................. :.......................... 7.2.1 PrimeCoat............................................................ 7.2.2 Exterior Coat ........................................................ 7.2.3 InteriorFinish ....................................................... 7.2.4 PREMIUM 70 COATED PANELS ..................... 7.3 BaseMetal............................................................. 7.3.1 PrimeCoat............................................................ 7.3.2 ExteriorCoat ........................................................ 7.3.3 InteriorFinish ....................................................... 7.3.4 PREMIUM 70M COATED PANELS ................... 7.4 BaseMetal............................................................. 7.4.1 PrimeCoat.............................................................7.4.2 ExteriorCoat ......................................................... 7.4.3 InteriorFinish ........................................................ 7.4.4 SECTION 1: GENERAL 1.1 SCOPE 1.1.1 The attached specifications cover the standard materials and components used in the design and fabrication of American Buildings Company's metal building systems. 1.1.2 These specifications are an outline of performance to in- sure that the architect, engineer, builder and/or owner understand the basis for design, manufacture and applica- tion of all American Buildings Company's metal building systems. 1.1.3 Due to a continuing program of research and development, specifications in this manual are subject to change without notice. 1.2 BUILDING DESCRIPTION 1.2.1 LRF Rigid Frame (Low Profile), Clear Span is a continu- ous frame building with a roof slope of 1:12. The primary frames have tapered columns and rafters and the continu- ous sidewall girts bypass the columns. 1.2.2 RF Rigid Frame (High Profile), Clear Span is a continuous frame building with a roof slope of 4:12. The primary frames have tapered columns and rafters and the continu- ous sidewall gins bypass the columns. 1.2.3 LRF -M Rigid Frame (Low Profile), Interior Column is a continuous frame building with a roof slope of 1:12. The primary frames have tapered columns and rafters and have 8. ACCESSO WINDOV :.................... Standard Windows ................................................8.1.1 NarrowLight Windows ........................................8.1.2 PERSONNEL DOORS.........................................8.2 StandardDoors .....................................................8.2.1 DoorFrames .........................................................8.2.2 Locksets................................................................8.2.3 PanicDevices ........................................................8.2.4 Threshold..............................................................8.2.5 SLIDING DOORS................................................8.3 DoubleSliding ......................................................8.3.1 OVERHEAD DOOR FRAMING ........................8.4 Support Framing ...................................................8.4.1 GRAVITY VEM11LATORS.................................8.5 Ridge Ventilator ....................................................8.5.1 20" Round Ventilator ............................................8.5.2 LOUVERS............................................................8.6 Standards...............................................................8.6.1 SKYLIGHTS........................................................8.7 RoofPanels...........................................................8.7.1 WallPanels............................................................8.7.2 INSULATION.......................................................8.8 Standards...........................................................:...8.8.1 Facings..................................................................8.8.2 ThermalBlocks .....................................................8.8.3 Rigid Foam Insulation ..........................................8.8.4 ROOF CURBS......................................................8.9 Standards...............................................................8.9.1 PIPE FLASHING .................................................8.10 Standards.................................:.............................8.10.1 9. ERECTION AND INSTALLATION 10. BUILDING ANCHORAGE AND FOUNDATION U. WARRANTIES one, two, three or more interior columns. Continuous side- wall gins bypass the columns. 1.2.4 RF -M Rigid Frame (High Profile), Interior Column is a continuous frame building with a roof slope of 4:12. The primary frames have tapered columns and rafters and have one, two, three or more interior columns. Continuous side- wall girts bypass the columns. 1.2.5 GC Girder Column, Clear Span is a continuous frame building with a roof slope of 1:12. The primary frames have tapered beams on uniform depth columns. The bottom flange of the tapered beam is horizontal. Simple span sidewall girts are inset into the column line. 1.2.6 GC -M Girder Column, Interior Colw-nn is a continuous frame building with a roof slope of 1:12. The primary frames have tapered beams on uniform depth columns and have one, two, three or more interior columns. Simple span sidewall girts are inset into the column line. 1.2.7 IT Lean-to is a single slope extension to a primary structure which provides structural support. These units usually have the same roof slope and girt design as the building to which they are attached. 1.2.8 LP2 Low Profile, Clear Span is a continuous frame build- ing with a roof slope of 12:12. The primary frames have tapered beams on uniform depth columns. The bottom �` February 1996 flange of the tapered beam is h*ntal. Simple span sidewall girts are inset into the column line. 1.2.9 LP2-M Low Profile, Interior Column is a continuous frame building with a roof slope of 1/2:12. The primary frames have tapered rafters and uniform depth columns and have one, two, three or more interior columns. Simple span sidewall girts are inset into the column line. 1.2.10 LP4 Low Profile, Clear Span is a continuous frame build- ing with a roof slope of 1/4:12. The primary frames have uniform depth columns and tapered or uniform depth raf- ters. Simple span sidewall gins are inset into the column line. Due to the lower profile, LP4 buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360 or Loc -Seam Roof System. 1.2.11 LP4-M Low Profile, Interior Column is a continuous frame building with a roof slope of. 1/4:12. The primary frames have tapered rafters on uniform depth columns and have one, two, three or more interior columns. Simple span sidewall girts are inset into the column line. Due to the lower profile, LP4-M buildings require the use of Ameri- can Buildings Company's Standing Seam II, Standing Seam 360, or Loc -Seam Roof System. 1.2.12 LSS Low Profile, Single Slope is a continuous frame, clear span building with a roof slope of 1/4:12. The primary frames have tapered columns and rafters and the continu- ous sidewall girts bypass the columns. Due to the low profile, LSS buildings require the use of the American Buildings Company's Standing Seam II, Standing Seam 360, or Loc -Seam Roof System. 1.2.13 LSS-M Low Profile, Single Slope, Interior Column is a continuous frame building with a roof slope of 1/4:12. The primary frames have tapered columns and rafters and have one, two, three or more interior columns. Continuous side- wall gins bypass the columns. Due to the low profile, LSS-M buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360, or Loc -Seam Roof System. 1.2.14 SSF Single Slope, Inset Girts is a continuous frame, clear span building with a roof slope of 1/4:12. The primary frames have uniform depth columns and uniform depth or tapered rafters. Simple span sidewall girts are inset into the column line. Due to the low profile, SSF buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360, or Loc -Seam Roof System. 1.2.15 SSF-M Single Slope, Inset Girts is a continuous frame building with a roof slope of 1/4:12. The primary frames have uniform columns and tapered rafters. Simple span sidewall gins are inset into the column line. Due to the low profile SSF-M buildings require the use of American Buildings Company's Standing Seam II, Standing Seam 360 or Loc -Seam Roof Systems. 1.3 BUILDING NOMENCLATURE 1.3.1 Roof Slope a) 1" of rise for each 12" of horizontal run (LRF, LRF -M, GC). b) 4" of rise for each 12" of horizontal run (RF). c) 1/2" of rise for each 12" of horizontal run (LP2, LP2-M). d) 1/4" of rise for each 12" of horizontal run (LP4, LP4-M, LSS, LSS-M, SSF). 1.3.2 Building '41" is measured from outside to outside of sidewall girts. 1.3.3 Building "Save Height" is a nominal dimension measured from the bottom of the base plate on the column to the intersection of the roof and sidewall sheets. 1.3.4 Building "Length" is measured from outside to outside of endwall girls. 1.3.5 Standard "Bay Spacing" shall be 20', 25' or 30' between frame centerlines (except at end bays), unless otherwise specified, for buildings with Architectural (A2P) or Long Span (LSP) wall panels. 1.3.6 Standard "Bay Spacing" shall be 20', 24', or 28' between frame centerlines (except at end bays) for buildings with Shadow Panel (HFP) walls. 1.4 DRAWINGS AND CERTIFICATION 1.4.1 Drawings: American Buildings Company shall furnish complete erection drawings for the proper identification and assembly of all building components. These drawings will show anchor bolt settings, transverse cross sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. 1.4.2 Certifications: Standard drawings and design analysis shall bear the sea] of a registered professional engineer upon request. Design analysis shall be on file and furnished by American Buildings Company upon request. 1.4.3 AISC Certification, Category MB: All American Build- ings Company's building systems shall be engineered and fabricated to meet the AISC certification standard for Cate- gory MB. SECTION 2: STRUCTURAL STEEL DESIGN 2.1 GENERAL 2.1.1 All. structural mill sections or welded built-up plate sec- tions shall be designed in accordance with the AISC "Specification for Structural Steel Buildings", Allowable Stress Design and Plastic Design, June 1, 1989. 2.1.2 All Cold -Formed steel structural members shall be de- signed in accordance with the AISI "Specification for the Design of Cold -Formed Steel Structural Members," 1986 edition with 1989 Addendum. 2.2 DESIGN LOADS 2.2.1 The design loads for the building shall be, in addition to their own dead load, the live, wind, snow and seismic loads required of the following as specified: (a) Standard Building Code, by the Southern Building Code Congress International, Inc. (b) The BOCA National Building Code, by the Building Officials and Code Administrators, Inc. (c) Uniform Building Code, by the International Con- ference of Building Officials. (d) National Building Code of Canada, by the National Research Council of Canada. (e) Low Rise Building Systems Manual, by the Metal Building Manufacturers Association. 2.2.2 The building components shall be designed to meet the most severe conditions of load combinations set by the specified building code, but in no case be less than that produced by the following load combinations: February i . spy. ��p��February 19963 (a) Building dead load plus rooe'load (or snow) (b) Building dead load plus wind load SECTION 4: STRUCTURAL FRAMING (c) Building dead load plus wind load plus one-half roof 4.1 GENERAL snow load 4.1.1 All framing members shall be shop fabricated for field (d) Building dead load plus roof snow load plus one-half bolted assembly. The surfaces of the bolted connections wind load shall be smooth and free from burrs or distortions. 2.2.3 Roof live and snow loads shall be applied on the horizontal 4.1.2 All shop connections shall be in accordance with the roof projection. Wind loads shall be assumed to act hori- American Welding Society Code for Building Construc- zontally and shall be applied as pressure and suction tion. Certification of welder qualification will be fumished perpendicular to the building surfaces. when required and specified. 2.2.4 Where local jurisdiction dictates, designs based on other 4.1.3 All framing members where necessary shall carry an easily than above listed loads, combinations of loads, or method of load application may be obtained upon request. visible identifying mark. 4,2 PRIMARY FRAMING SECTION 3: BASIC MATERIAL 4.2.1 Rigid Frame: All rigid frames shall be welded, built-up "I" SPECIFICATIONS sections. The columns and the rafters may be either uni- form depth or tapered. 3.1 PRIMARY FRAMING STEEL 4.2.2 Endwall Frames: All endwall roof beams and endwall 3.1.1 Steel for hot -rolled structural sections shall conform to the columns shall be cold -formed "C" sections, mill -rolled requirements of ASTM specification A 36. sections, or built-up "I" sections as required by design. 3.1.2 Steel for all built-up sections shall meet as applicable the 4.2.3 Plates, Stiffeners, etc.: All base plates, splice plates, cap physical and chemical properties of: plates, and stiffeners shall be factory welded into place on a) ASTM A 572 modified to 55,000 psi minimum yield the structural members. and 70,000 psi minimum tensile strength, or ASTM A 4.2.4 Bolt Holes, etc.: All base plates and flanges shall be shop 607, Grade 55, or ASTM A 570, Grade 55 or fabricated to include bolt connection holes. Webs shall be b) ASTM A 572, Grade 50 or ASTM A 607, Grade 50 or shop fabricated to include cable brace or rod brace holes and flange brace holes. ASTM A 570, Grade 50. 3.1.3 Steel for all endwall "C" sections shall meet the physical 4.3 SECONDARY FRAMING and chemical properties of ASTM A 570, Grade 55. 4.3.1 Purlins and Gins: Purlins and gins shall be cold -formed 3.2 SECONDARY FRAMING STEEL "Z" or "C" sections with stiffened flanges. They shall be pre -punched at the factory to provide for field bolting to 3.2.1 Steel used to form purlins, gins, eave.struts and "C" sec- the primary framing. They shall be simple or continuous tions shall meet the physical and chemical properties of span as required by design. ASTM A 570, Grade 55. 4.3.2 Eave Struts: Eave Struts shall be unequal flange, cold - 3.2.2 Steel used to form zinc -coated (galvanized) purlins and formed "C" sections. gins shall meet the physical and chemical properties of 4.3.3 Base Angle: A base member will be supplied by which the ASTM A 663, Grade 50 and G 90 Coating designation as base of the wall covering may be attached to the perimeter described in ASTM A 924. of the slab. This member shall be secured to the concrete 3.3 ROOF AND WALL PANEL MATERIAL slab with concrete anchors as shown on the drawings. Exterior panels shall conform to one of the following: 4.4 BRACING 3.3.1 , Panel material as specified shall be 26 gauge zinc -coated 4.4.1 Diagonal Bracing: Diagonal bracing in the roof and side - (galvanized) steel, coating designation G 90, conformingwall shall be used to remove longitudinal loads (wind, to the requirements of ASTM A 653, Grade 80. Minimum crane, etc.) from the structure. This bracing will be fur - yield strength shall be 80,000 psi. nished to length and equipped with bevel washers and nuts 3.3.2 Panel material as specified shall be 24 gauge zinc -coated at each end. It may consist of rods threaded each end or galvanized cable with suitable threaded end anchors. (galvanized) steel, conforming to the requirement of ASTM A 653, Grade 80. Minimum yield strength shall be 4.4.2 Flange Braces: The compression flange of all primary 80,000 psi. framing shall be braced laterally with angles connecting to 3.3.3 Panel material as specified shall be 26 gauge aluminum- the webs of purlins or girts so that the flange compressive stress is within allowable limits for any combination of zinc alloy -coated steel, conforming to the requirements of loadings. 3.3.4 ASTM A 792. Minimum yield strength shall be 80,000 psi. 4.4.3 Special Bracing: When diagonal bracing rnot Panel material as specified shall be 24 gauge aluminum- in the sidewallga rigid frame type portl,fixed base cos l zinc alloy -coated steel, conforming to the requirements of ASTM A 792. Minimum strength umns, or wall diaphragm must be used. Wind bracing in yield shall be 50,000 psi. the roof and/or walls need not be furnished where it can be shown that the diaphragm strength of the roof and/or wall covering is adequate to resist the applied wind forces. ��p��February 19963 SECTION 5: ROOF AND WAITCOVERING 5.1 GENERAL 5.1.1 Wall panels shall be either American Buildings Company's Long Span Panel (LSP), Architectural H Panel (A2P) or Shadow Panel (HFP). 5.1.2 Roof panels shall be either American Buildings Company's Long Span Panel (LSP), Standing Seam II Panel (S2P), Standing Seam 360 Panel (S3P) or Loc -Seam Panel (LOC). 5.1.3 Liner and soffit panels shall be either American Buildings Company's Multi -Rib Panel (MRP), Long Span Panel (LSP), Architectural II Panel (A2P), or Soffit -Liner Panel (SLP). 5.1.4 Facade fascia panels shall be either American Buildings Company's Long span panel (LSP), Architectural II Panel (A2P), Shadow Panel (HFP), or Mansard Fascia Panel (MFP). 5.1.5 American Buildings Company's Long Span (LSP) roof and wall panels as specified shall be 26 or 24 gauge steel. The panel exterior finish shall be either AZ55 aluminum - zinc alloy -coated, pre -painted G 90 zinc -coated (galvanized), or pre -painted AZ50 aluminum -zinc alloy -coated. Pre -fin- ished panels shall have American Buildings Company's Long Life Finish or -Premium 70 (Kynar 500) Finish. An embossed finish is available as an option on Premium 70 walls. 5.1.6 American Buildings Company's Architectural II (A2P) wall panels as specified shall be 26 gauge steel. The panel exterior finish shall be either pre -painted G90 zinc -coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy - coated. Panels shall have American Buildings Company's Long Life Finish or Premium 70 (Kynar 500®) Finish. An embossed finish is available as an option on Premium 70 walls. 5.1.7 American Buildings Company's Multi -Rib (MRP) liner panels as specified shall be 29 gauge (nominal), pre- painted G 40 zinc -coated (galvanized) steel or 26 gauge perforated steel. Both shall have American Buildings Com- pany's Reflective White Long Life Finish. 5.1.8 American Buildings Company's Long Span (LSP) liner panels as specified shall be 29 gauge (nominal), pre- painted G 40 zinc -coated (galvanized) steel or 26 gauge perforated steel. Both shall have American Buildings Com- pany's Reflective White Long Life Finish. 5.1.9 American Buildings Company's Shadow Panels (HFP) shall be embossed 24 gauge steel. The panel exterior finish shall be either pre -painted G 90 zinc -coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy -coated. Panels shall have American Buildings Company's Premium 70 (Kynar 50000) Finish. 5.1.10 American Buildings Company's Soffit -Liner Panels (SLP) as specified shall be 26 gauge steel. The panel exterior finish shall be either pre -painted G 90 zinc -coated (galva- nized) or pre -painted AZ50 aluminum -zinc alloy -coated. Panels shall have American Buildings Company's Reflec- tive White Long Life Finish. 5.1.11 American Buildings Company's Standing Seam II (S2P) and Standing Seam 360 (S3P) Roof Panels as specified shall be 24 gauge steel. The panel exterior finish shall be either AZ55 aluminum -zinc alloy -coated, pre -painted G 90 zinc -coated (galvanized) or pre -painted AZ50 aluminum - zinc alloyle^ d. Pre -painted panels shall have American Buildings Company's Premium 70 (Kynar 500®) Finish. 5.1.12 American Buildings Company's Loc -Seam Panels (LOC) as specified shall be 24 gauge steel. The panel exterior finish shall be either AZ55 aluminum -zinc alloy -coated, pre -painted G 90 zinc -coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy -coated. Pre -painted panels shall have American Buildings Company's Premium 70 (Kynar 500 Finish. 5.1.13 American Buildings Company's Mansard Fascia Panels (MFP) as specified shall be 24 gauge steel. The panel exterior finish shall be either pre -painted G 90 zinc -coated (galvanized) or pre -painted AZ50 aluminum -zinc alloy - coated. Pre -painted panels shall have American Buildings Company's Premium 70 (Kynar 50000) Finish. 5.2 PANEL DESCRIPTION 5.2.1 American Buildings Company's Long Span Panel (LSP) shall have major ribs 1-3/16" high, spaced 12" on center. In the flat area between the major ribs are two smaller ribs. Each panel shall provide 36" net coverage in width. All roof panel side laps shall be at least one major rib and shall have a purlin bearing leg on the bottom section of the lap. 5.2.2 American Buildings Company's Architectural II Panel (A2P) shall have a configuration consisting of ribs 1-3/16" deep. Major corrugations shall be spaced 12" on center. Panel design produces a decorative smooth shadow -line with semi -concealed fasteners. Architectural panels shall provide a 36" net coverage in width. 5.2.3 American Buildings Company's Multi -Rib Panel (MRP) shall have a configuration consisting of ribs 3/4" deep. Major corrugations shall be spaced 6" on center. Each panel shall provide 36" net coverage. 5.2.4 American Buildings Company's Shadow Panel (HFP) shall have a configuration 16" wide and 3" deep with a center rib 6" wide and 1-1/2" deep. The panel design produces a completely hidden fastener panel. Net cover- age of each panel is 16". 5.2.5 American Buildings Company's Soffit/Liner Panel (SLP) shall have a configuration consisting of 1" interlocking ribs. The interlocking ribs are designed to conceal the panel fasteners. The Soffit/Liner Panel shall provide a net cover- age of either 12" or 16". 5.2.6 American Buildings Company's Standing Seam II (S2P) and Standing Seam 360 (S3P) Roof Panel shall have a configuration consisting of 2" high (3" including seam) by 4-3/4" wide rib, spaced on 24" centers. Panels shall be joined at the side laps with an interlocking seam standing 1" above the major rib. Each panel shall provide 24" net coverage in width. The female panel seam shall have factory applied sealant. 5.2.7 American Buildings Company's Loc -Seam Panel (LOC) shall have a configuration 16" or 12" wide with 2" high vertical male and female ribs. The female seam shall have factory applied sealant. The panel seam shall be mechani- cally interlocked by a specially designed electric seaming machine. 5.2.8 American Buildings Company's Mansard Fascia Panel (MFP) shall have a flat surface with a male and female interlocking 1" seam. Panels shall have a 10 3/16" or 18 5/8" nominal coverage. A solid 3/8" minimum plywood decking or equivalent with a minimum 3:12 slope is required. 4 February 1 99, f? `ADV 5.2.9 Panel Length: All wall panels continuous from sill to roof line and all roof pane . all be continuous from eave to ridge except where lengths become prohibitive for handling purposes. Roof panel end laps shall be a mini- mum 6" for Standing Seam and Loc -Seam panels and a minimum 4" for Long Span panels. Wall panel end laps shall be a minimum 3". 5.2.10 Endwall Edge Cuts: All endwall panels for buildings with 1:12 or less roof slope shall be square cut. All endwall panels for buildings with 4:12 slope shall be bevel cut. 5.2.11 A certain amount of waviness called "oilcanning" may exist in the flat portion of the panel. Minor waviness of the panel is not sufficient cause for rejection. Oilcanning does not affect the structural integrity of the panel. SECTION 6: MISCELLANEOUS MATERIAL SPECIFICATIONS 6.1 FASTENERS 6.1.1 Structural Bolts: All bolts used in primary splices and secondary framing connections shall be ASTM A 307 or ASTM A 325 as required by design. 6.1.2 Fasteners for Roof Panels: All roof panels shall be attached to the secondary framing members by the following: (a) Premium roof fasteners shall be No. 12-14 x 1 1/4" or No. 14-14 x 1" self -drilling carbon steel screws with a molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre -finished or warranted roofs. (b) Standard roof fasteners shall be No. 12-14 x 1 1/4" or No. 14-14 x 1" self -drilling carbon steel screws with an integral hex washer head. Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a long life coating over zinc plating. Standard fasteners shall be used on unwarranted aluminum -zinc alloy -coated roofs only. 6.1.3 Fasteners for roof panel side laps and flashing connections: Long Span Panel roof panel side laps and flashing connec- tions shall be stitched by the following: (a) Premium roof fasteners shall be No. 14-14 x 3/4", Type "AB", self -tapping carbon steel screws with a molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre -finished or warranted roofs. (b) Standard roof fasteners shall be No. 14-14 x 3/4" self -tapping carbon steel screws with an integral hex washer head. Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a long life coating over zinc plating. Standard fasteners shall be used on unwarranted aluminum -zinc alloy -coated roofs only. 6.1.4 Fasteners for roof panel to flashing connections: Loc -Seam and Standing Seam roof systems shall be the following: (a) Premium roof fasteners shall be No. 14-14 x 1" self - drilling carbon steel screws with a molded zinc alloy or capped stainless steel cupped hex washer head. Roof fasteners shall be assembled with an EPDM washer. Premium roof fasteners shall be used on all pre -finished or warranted roofs. (b) St' roof fasteners shall be No. 14-14 x 1" self- drit carbon steel screws with an integral hex washer head. Roof fasteners shall be assembled with an EPDM washer. Standard roof fasteners shall have a long life coating over zinc plating. Standard fasteners shall be used on unwarranted aluminum -zinc alloy -coated roofs only. 6.1.5 Fasteners for the Roof Panel Clips: All Standing Seam and Loc -Seam Panel clips shall be attached to the purlins by the following: (a) Self -drilling screws for attaching fixed panel clips and expansion clips shall be carbon steel No. 12-14 x 1-1/4" hex -head, cadmium or zinc plated. The fasteners are applicable for use with fiberglass blanket insulation with thicknesses up to and including 6 inches. (b) Self -drilling screws for attaching expansion clips on bar joists shall be carbon steel No. 12-24 x 1-1/4" Tek 4 or No. 12-24 x 1 1/2" Tek 5 hex -head cadmium or zinc plated. The fasteners are applicable for use with fiberglass blanket insulation with thicknesses up to and including 6 inches. 6.1.6 Fasteners for Wall Panels and Liner Panels: All Long Span, Architectural or Multi -Rib Panels shall be attached to the secondary framing members by means of self -drilling carbon steel screws, No. 12-14 x 1-1/4" hex washer head, cadmium or zinc plated, assembled with a 0.040" minimum thickness nylon isolation washer. The fasteners shall be color coordinated with a premium coating system which protects against corrosion and weathering. The fasteners are applicable for use with fiberglass blanket insulation up to 4" in thickness. 6.1.7 Fasteners for Wall Panel Side laps and Liner Panel Side laps: All Long Span, Architectural or Multi -Rib Panel side laps shall be stitched by means of self -tapping carbon steel screws, No. 14-14 x 3/4" Type "A" or "AB", cadmium or zinc plated, assembled with a 0.040" minimum thickness nylon isolation washer. The fasteners shall be color coor- dinated with a premium coating system which protects against corrosion and weathering. 6.1.8 Fasteners for Shadow Panels: These fasteners shall be carbon steel, yellow chromate over zinc plate finish, No. 12-14 x 1 " self -drilling hex -head screws with a special 1/2" x I" rectangular locking nuts. 6.1.9 Blind Fasteners: All blind fasteners shall be 1/8" diameter, high strength 6052 painted aluminum rivets as manufac- tured by USM POP or equal. 6.2 PANEL CLIPS 6.2.1 Panel clips for the Standing Seam Roof Panel shall be one of the following: (a) Fixed panel clips shall be a nominal 31/8" or 41/8" (for thermal blocks) in heights and 3" in width. Clips shall be die formed SAE 1050 high carbon spring steel and heat treated to Rockwell 45C to 50C. Panel clips shall have a fluorocarbon coating for corrosion resistance. (b) Expansion clips (SSEC series) shall be of a two part assembly. The clip portion shall be a nominal 3 1/8" or 4 1/8" (for thermal blocks) in height. The clip portion shall be die formed SAE 1050 high carbon spring steel and heat treated to Rockwell 45C to 50C. The clip portion shall have a fluorocarbon coating for corrosion resistance. The base portion of the clip shall be die formed 18 gauge zinc -coated (galvanized) steel. Total February 1996 expansion capability of theAJ0;;•.,:sembly shall be 1 1/4". (c) Expansion clips (SSPC series) for bar joist purlins shall be of a two part assembly. The clip portion shall be 2 1/2" wide. The clip portion shall be die formed SAE 1050 high carbon spring steel and heat treated to Rockwell 45C to 50C. The clip portion shall have a fluorocarbon coating for corrosion resistance. The base portion of the clip shall be 2 1/4" or 3 1/4" (for thermal blocks) in height. The base shall be die formed from 12 gauge painted steel. Total expansion capability of the clip assembly shall be 2 1/2". 6.2.2 Panel clips (LSEC series) for the Loc -Seam Panel shall be of a two part assembly. The clip portion shall be a nominal 2 3/8" or 3 1/8" (for thermal blocks) in height and 3" in width. The clip portion shall be die formed from 24 gauge aluminum coated steel. The base shall be die formed from 18 gauge zinc -coated (galvanized) steel. Total expansion capability of the clip shall be 1 1/4". 6.2.3 Panel clips (MEPC series) for the Mansard Fascia Panel shall be a nominal 1" in height and 11/2" in width. The clip shall be die formed from 26 gauge zinc -coated (galva- nized) or aluminum -zinc alloy -coated steel. 6.2.4 The Standing Seam 360 clip is a two part assembly. The clip portion is die formed .026 thick aluminum coated steel. The base shall be die formed 12 gauge painted material 2 1/4" or 3 1/4" (for thermal blocks) high and 6" long. The expansion capability is 2". 6.3 CLOSURES AND SEALANTS 6.3.1 Closures Strips: The corrugations of the roof and wall panels shall be filled with preformed closed cell non - shrinking, laminated polyethylene closures along the eave, ridge and rake when required for weather tightness. 6.3.2 Metal Closures: The corrugations and pan area of the Standing Seam II and Standing Seam 360 Roof Panel shall be filled with formed metal closures. The closures shall be formed from 20 gauge steel to the shape of the configura- tion.The closure exterior finish shall be AZ55 aluminum -zinc alloy -coated, or pre -painted AZ55 alumi- num -zinc alloy -coated. 6.3.3 Sealer: Long Span Panel roof side laps and end laps shall be sealed with 1/2" x 1/8" tape mastic. The material shall be a butyl base elastic compound with a minimum solid content of 99%, Sika SikaTape TC -95 or equal. The sealer shall have good adhesion to metal and be non -staining, non -corrosive, non -shrinking, non -oxidizing, non-toxic, and non-volatile. The service temperature shall be from -60°F to +212° F. The material shall meet or surpass the requirements of Federal Specification IT -C- 1796A, Type II, Class B and NAAMM SS -1C-68. 6.3.4 Sealer: American Buildings Company's Standing Seam and Loc -Seam Roof Panels side laps shall have factory applied mastic, Sika SikaCaulk 537 or equal. Its composi- tion shall be 91% solids by weight. Service temperature range shall be -60°F to +250'F. The material shall meet or surpass the requirements of Federal Specification TT -C - 1796A, Type 1, Class A. 6.3.5 Sealer: All American Buildings Company's Standing Seam and Loc -Seam Roof end laps, ridges and eave closures shall be sealed with tape mastic, Sika SikaTape TC -65 or equal. The material shall be non -staining, non -corrosive, non-toxic, and non-volatile. Composition shall be 100% solid ethf:>opylene copolymer tape. Service tempera- ture shal um -60°F to +212°F. The material shall meet or surpass the requirements of Federal Specification TT -C - 1796A, Type II, Class B. 6.3.6 Caulk: All gutter and downspout joints, rake flashing laps, ridge flashing laps, doors, windows, and louvers shall be sealed with white or bronze pigmented polyurethane caulk, Bostik Chem -Calk 915 or equal. It shall meet or exceed the requirements of Federal specification TT -S -00230C, Type II, Class A. 6.4 GUTTER, FLASHING AND DOWNSPOUT 6.4.1 Gutters and Flashings: All standard exterior gutters are 24 gauge G 90 zinc -coated (galvanized) or AZ50 aluminum - zinc alloy -coated steel with a pre -painted finish in White or Burnished Slate. Standard rake flashing is 26 gauge G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel with a pre -painted finish in Reflective White or Burnished Slate. All other flashings shall be a minimum 26 gauge steel. 6.4.2 Downspouts: All downspouts shall be 28 gauge zinc - coated (galvanized) or aluminum -zinc alloy -coated steel with color coordinated, pre -painted finish, rectangular in shape. SECTION 7: PAINTING 7.1 STRUCTURAL PAINTING 7.1.1 All uncoated structural steel and light gauge steel members shall be cleaned of all foreign matter and loose scale and given a one mil coat of American Buildings Company's red oxide primer. Primer meets or exceeds the performance requirements of Specification SSPC 15-68T (replaces and is equivalent to Federal Specification TT -P -636D). The primer is not intended as a finish coat. At American's option, cold -formed secondary structural framing may use pre -painted coil stock which eliminates the need for a shop coat of primer. The base metal shall be thoroughly cleaned and then treated with iron phosphate solution to enhance paint adherence before the coil is coated with a red oxide polyester paint. The dry film thickness of the paint shall be 0.5 mil. The coating meets or exceeds the performance requirements of Specification SSPC 15-68T (replaces and is equivalent to Federal Speci- fication TT -P -636D). The coating is not intended as a finish coat. 7.1.2 Abrasions caused by handling after painting are to be expected. Primer shall be famished to touch-up these areas by the contractor performing field touch-up or field paint- ing as specified in the contract documents. 7.2 LONG LIFE COATING 7.2.1 Base Metal shall be 26 or 24 gauge G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.2.2 Prime Coat: The base metal shall be pretreated and then primed with an epoxy or urethane type primer for superior adhesion and superior resistance to corrosion. The dry film thickness shall be 0.2 mils. 7.2.3 Exterior Coat: After priming, the exterior side shall be given a Long Life coating, baked in excess of 500 °F to a controlled dry film thickness of 0.7 to 0.8 mils. Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: February 1996 '�e TEST r TEST METHOD PF7%' :ORMANCE 7.4 PREM =qM COATED PANELS Specular Glass ASTM D 523 `)"degrees on a std. 7.4.1 Base M : all be 26 or 24 gauge G 90 zinc -coated arner 60 deg. meter (galvanized) or AZ50 aluminum -zinc alloy -coated steel. Dry Film Hardness ASTM D 3363 F -2H 7.4.2 Prime Coat: The base metal shall be pretreated and then Q.U.V. Weatherometer ASTM G 53 Passes 300 hours, primed with an approved epoxy, urethane, or water base No objectionable color prima. The dry film thickness of the primers shall be .4 mils minimum. change, chalking or 7.4.3 Exterior Coat: After priming, the exterior side shall be blistering given a finish coat of a 70% minimum Kynar 5000(PVF2) Humidity Resistance ASTM D 2247 Passes 1000 hours formulation. The dry film thickness of the top coat shall be Salt Spray Resistance ASTM B 117 Passes 750 hours 1.0 mils minimum. The total dry film thickness shall be 1.4 Reverse Impact ASTM D 2794 Passes, No Removal mils minimum. Excellent weatherability and resistance to Microbial Attack ASTM G 22 Passes coating deterioration shall be evident when subject to the following tests: 7.2.4 Interior Finish: The interior finish shall have a parchment polyester top coat over an epoxy or urethane prima. The dry film thickness shall be 0.3 mils. 7.3 PREMIUM 70 COATED PANELS 7.3.1 Base Metal shall be 26 or 24 gauge G 90 zinc -coated (galvanized) or AZ50 aluminum -zinc alloy -coated steel. 7.3.2 Prime Coat: The base metal shall be pretreated and then primed with an approved epoxy, urethane, or water base prima. The dry film thickness of the primers shall be .25 mils minimum. 7.3.3 Exterior Coat: After priming, the exterior side shall be given a finish coat of a 70% minimum Kynar 500"(PVF2) formulation. The dry film thickness of the top coat shall be .8 mils minimum. The total dry film thickness shall be 1.05 mils minimurh. Excellent weatherability and resistance to coating deterioration shall be evident when subject to the following tests: TEST TEST METHOD PERFORMANCE Specular Glass ASTM D 523 Medium Glass, 3040 \ at 60 degrees Dry Film Hardness ASTM D 3363 F minimum Film Adhesion ASTM D 3359 Excellent/No Removal Direct Impact ASTM D 2794 Excellent/No Removal Reverse Impact ASTM D 2794 Excellent/No Removal Abrasion Resistance ASTM D 968 Exceeds 65 liters Chemical Resistance ASTM D 1308 Excellent/No Removal Salt Spray Resistance ASTM B 117 Passes 1000 hours Humidity Resistance ASTM D 2247 Passes 1000 hours Color Retention ASTM D 2244 No objectionable change. Max. 4 Delta E units (Hunter) Color Change Chalk Resistance ASTM D 659 No objectionable change. Minimum rating of 9 Roof panels with the Premium 70 finish must have a minimum 1/2:12 roof slope to qualify for Material Warranty. 7.3.4 Interior finish: The interior finish shall have a parchment polyester, top coat or backer over an epoxy, urethane, or water base prima. The dry film thickness of the backer shall be.4 mils minimum. TEST TEST METHOD PERFORMANCE Specular Glass ASTM D 523 Medium Glass, 30-40 at 60 degrees Dry Film Hardness ASTM D 3363 F minimum Film Adhesion ASTM D 3359 Excellent/No Removal Direct Impact ASTM D 2794 Excellent/No Removal Reverse Impact ASTM D 2794 Excellent/No Removal Abrasion Resistance ASTM D 968 Exceeds 100 liters Chemical Resistance ASTM D 1308 Excellent/No Removal Salt Spray Resistance ASTM B 117 Passes 1000 hours Humidity Resistance ASTM D 2247 Passes 2000 hours Color Retention ASTM D 2244 No objectionable change. Max. 4 Delta E units (Hunter) Color Change Chalk Resistance ASTM D 659 No objectionable change. Minimum Rating of 9 Roof panels with the Premium 70M finish must have a minimum 1/2:12 roof slope to quality for Material Warranty. 7.4.4 Interior Finish: The interior finish shall have a parchment polyester top coat or backer over an epoxy, urethane, or water base prima. The dry film thickness of the backer shall be .4 mils minimum. SECTION 8: ACCESSORIES 81 WINDOWS 8.1.1 Standard windows shall be horizontal slide units with a bronze finish, 3'-0" x Y -O" and 4'-0" x 3'-0" in Architec- tural and Long Span Panel Walls; 4'-0" x Y -O" in Shadow Panel Walls. They shall be furnished complete with 7/16" hermetically sealed double glass, hardware, and half screen. Windows shall be self -flashing to American Build- ings Company's wall panels. They shall conform to ANSI A134.1 and shall be certified by Architectural Aluminum Manufacturers Association for high performance commer- cial construction, HS -132-11P. 8.1.2 Narrow Light Windows shall be wall units 1'-4" x 7'-13/4" having dark bronze aluminum frames 1 3/4" x 4" and 1" solar bronze annealed insulated glass. The glazing stop shall snap on using stainless steel spring clips. There shall be no exposed screws on the Glazing Bead. The glass shall be set against the fin using Butyl Tape and sealed on interior and exterior with silicone to insure a water -tight . �p�.February 1996 , . seal and to enable truck shipment w '`t danger of glass slippage. • 8.2 PERSONNEL DOORS 8.2.1 Standard personnel doors shall be 3'-0" x 7'0" x 1 3/4" manufactured from 20 gauge zinc -coated (galvanized) steel. Doors shall have a textured finish and shall be painted White. Doors shall meet Federal Specification RR -D -575b and Commercial Standards CS -242-62 and PS4-66. Doors shall be one of the following: (A) Steelcraft SLT 20-4 (honey comb core) or equal. (B) Ceco Omega 20 (honey comb core) or equal. (C) Ceco Versa 20 (urethane foam core) or equal. 1. Doors shall have square edges for non -hand installation. 2. Doors shall be flush and have vertical mechanical interlocking seams on both hinge and lock edges. 3. Doors shall be provided with top and bottom inverted 16 gauge galvanized steel channels spot welded within the door. 4. Doors "A" and "B" shall be reinforced, stiffened, and sound deadened with impregnated kraft honey comb core completely filling the inside faces of the door and laminated to the inside faces of the panels. 5. Door "C" shall be filled with a rigid urethane core foamed in place and chemically bonded to the interior. 6. Doors shall be reinforced for applicable hardware. 8.2.2 Door frames shall be 16 gauge zinc -coated (galvanized) steel, preprinted White and shall be one of the following: (A) Steelcraft MU -16 series having a jamb depth of 5-3/4" with an 18 gauge jamb retainer. (B) Ceco MBF -8 series having a jamb depth of 8 1. Door jambs shall be constructed for non -hand installation. 2. Door frame "A" shall have factory applied weather-stripping. 3. Door frame "B" shall have weather-stripping provided for field installation. 4. Door frames shall be provided with 4 1/2" x 4 1/2" hinges and reversible strike plate. Door frame "A" shall have hinges pre -welded to the frame. 8.2.3 Standard locksets shall be one of the following: (A) Yale CRE 8722 mortise lockset, US26D finish, or equal. (B) PDQ SW I82PAT260 cylindrical lockset or equal. 8.2.4 Exit devices shall be one of the following: (A) Yale 7100 Styline series rim device with a stainless steel finish. (B) Yale 2000 rim device with a SB finish. 8.2.5 Door threshold shall be aluminum, supplied with flat head screws and expansion shields for attachment to masonry floor. 8.3 SLIDING DOORS 8.3.1 ' Standard double sliding door sizes shall be 12' wide by 10', 12', 14', or 16' high as specified. All sliding doors shall be designed to w0-tand applicable wind loads. Doors will be shipped bled, complete with bottom guide, lock angles for closure, hoods to protect the top of doors from weather, four-wheel trolleys, and galvanized track. Doors shall be supported from a structural header by 3/8" bolts on 2'-0" center. Door panels shall be the Long Span panel and the color shall be Reflective White. Each door leaf shall have two four-wheel trolleys. They shall be 21/8" in diameter and shall be formed from heavy gauge steel that has been zinc plated and chromated to resist rust. The wheels shall have hardened steel roller bearings sealed with long lasting lubricants. They shall be as manufactured by the National Manufacturing Company (No. 1050T) or equal. 8.4 OVERHEAD DOOR FRAMING 8.4.1 Overhead door support framing shall be designed to resist applicable wind loads and shall consist of channel jambs with a structural header at the top of the opening, 26 gauge steel color coordinated flashings shall be provided to con- ceal panel edges at the opening unless otherwise specified. 8.5 GRAVITY VENTILATORS 8.5.1 Gravity ridge ventilators shall be manufactured from gal- vanized steel and painted white. The ventilator body shall be 24 gauge and the skirt shall be adjustable to match the roof slope. Chain operated damper will be furnished. Ven- tilators shall be equipped with standard birdscreens and riveted end caps. Ventilators shall be 10' long and have a 9" or 12" throat. 8.5.2 20" round ventilators shall be 24 gauge and shall have an adjustable base for ridge mounting or a pitched base for on -slope mounting. 8.6 LOUVERS 8.6.1 Louvers shall be manufactured from 20 gauge zinc -coated (galvanized) steel, painted white, and shall be self -framing and self -flashing. They shall be equipped with adjustable dampers unless otherwise specified. Nominal size shall be 4'-0" x 3'-0" for standard walls and 4'-0" x 4'-0" for Shadow Panel (HFP) walls. 8.7 SKYLIGHTS 8.7.1 Roof skylight panels shall be translucent fiberglass rein- forced panels made in the same configuration as the metal panels. They shall be manufactured with a 2 ounce woven fiberglass cloth reinforcement in addition to random stand mat or cut glass fibers for structural strength. They shall meet or exceed applicable requirements of ASTM D 3841- 80 Type 1, and ICBO Research Report No. 1412. Material weight shall not be less than 8 ounces per square foot. Impact Test: Skylights shall resist penetration when subject to a 100 pound cylindrical weight with a 5 3/4" diameter (26 square inches) dropped from a height of 70". Flamma- bility rate of material shall be no greater than 2 in/min when tested under ASTM D 635. Coefficient of heat transmis- sion (U -factors) shall be no greater than 0.8 BTU/Hr/Sq. ft. degree F. Available insulated skylights shall have a light transmitting foam sandwiched between a standard weight exterior panel and a 4 ounce nominal weight interior panel. Skylight panels shall be equivalent to STRONGLIGHT panels as manufactured by Lasco Industries, or equal. February , 1 1 T �l� ENGINEERING P R~ TIES (STRONGLIG HTTlight) Property Test Method Nominal Value Shear Strength ASTM D 732 11,000 psi Bearing Strength ASTM D 953 A 13,400 psi Tensile Strength ASTM D 638 19,000 psi 8.7.2 Wall sidelight panels shall be translucent fiberglass panels made in the same configuration as the wall panels. They shall meet or exceed applicable requirements of ASTM D3841-80 Type 1, and ICBO Research Report No. 1412. Material weight shall not be less than 6 ounces per square foot. 8.8 INSULATION 8.8.1 Fiberglass Blanket Insulation shall have a density of 0.6 pcf and shall be available in 2", 3", 4" and 6" thicknesses. (Other roof insulation systems are available with thickness up to 12 inches). Maximum application thicknesses are as follows: Standing Seam Roof 6" over purlin with or without 8.8.2 Fiberglass Insulation Facings shall be laminated on one side with one of the facings as shown in Chart below. Facings other than those shown in the Chart below are available upon request. 8.8.3 Rigid Foam Thermal Blocks shall be cut from high density extruded polystyrene board stock, having a UL 25 flame spread rating. Thermal Blocks shall have a minimum thick- ness of 1 inch and shall be a minimum of 3 inches in width. Thermal Block material shall be Dow Styrofoam (Blue Board) or equal. 8.8.4 Foil -faced rigid insulation (Thermaxo) has a glass fiber reinforced polyisocyanurate foam core. The foam core has a uniform, closed -cell structure which is resistant to the flow of heat. Aluminum foil facers laminated to each side of the product provide an effective moisture barrier. Rigid insulation products are available in thicknesses from 1/2" to 3". Rigid insulation shall be Thermax by Celotex or approved equal. FACINGS Color White Textured White Aluminum Flame Spread* 25 25 25 Petro Rating 1.3 .02 .02 Service Temp. Min 0°F 20°F -10°F *The numerical flame spread rating is not intended to reflect hazards presented by this or any other material under actual fire conditions. 8.9 ROO ::BS 8.9.1 Roof s shall be manufactured from minimum 18 gauge AZ55 aluminum -zinc alloy -coated steel. Curbs shall have an integral cricket type water diverter and an angle splash guard. The minimum curb height shall be 8". 8.10 PIPE FLASHING 8.10.1 Pipe flashings shall be of a one piece construction and fabricated from an EPDM membrane and shall have an aluminum base that can be field conformed to any panel configuration. Pipe flashings shall be flexible for mounting on any roof slope. Service temperature ranges shall be -30°F to +250°F. Three standard flashing sizes shall ac- commodate pipe sizes from 1/4" diameter up to 13" diameter. SECTION 9: ERECTION AND INSTALLATION The erection of the metal building and the installation of accessories shall be performed in accordance with American Buildings Company's erection manuals and the building erection drawings. The erection shall be performed by a qualified erector using proper tools and equipment. In addition, erection practices shall conform to Section 6, Common Industry Practices found in the "Low Rise Building Systems Manual," MBMA 1986. There shall be no field modifications to primary structural members except as authorized and specified by American Buildings Company. SAFETY DURING ERECTION CANNOT BE OVER -EMPHASIZED'. SECTION 10: BUILDING ANCHORAGE AND FOUNDATION February 1996 The building anchor bolts shall resist the maximum column reactions resulting from the specified combinations of loadings. The quantities and diameters shall be specified by American Buildings Company. Anchor bolt embedment designs and the anchor bolts are to be supplied by others, NOT American Buildings Company. Anchor bolt embedment and foundations shall be adequately designed by a qualified foundation engineer to support the building reactions and other loads which may be imposed by the building use. The design shall be based on the specific soil . conditions of the building site. The foundation engineer shall be retained by other than American Buildings Company. American Buildings Company assumes no responsibility for the integrity of the foundation. SECTION 11: WARRANTIES American Buildings Company offers a variety of warranties for panel coatings, roof system weathertighmess, purchased products, and manufactured materials. For specific warranty details and costs refer to the American Buildings Company Warranty Manual or contact American Buildings Company at 334-687-2032. rigid foam thermal block. Loc -Seam Roof 6" over purlin with or without rigid foam thermal block. Long Span Roof 4" over purlin with an addition 2" between purlins. Long Span Wall 4" over girt Architectural II Wall 6" over girt, longer fasteners required. 8.8.2 Fiberglass Insulation Facings shall be laminated on one side with one of the facings as shown in Chart below. Facings other than those shown in the Chart below are available upon request. 8.8.3 Rigid Foam Thermal Blocks shall be cut from high density extruded polystyrene board stock, having a UL 25 flame spread rating. Thermal Blocks shall have a minimum thick- ness of 1 inch and shall be a minimum of 3 inches in width. Thermal Block material shall be Dow Styrofoam (Blue Board) or equal. 8.8.4 Foil -faced rigid insulation (Thermaxo) has a glass fiber reinforced polyisocyanurate foam core. The foam core has a uniform, closed -cell structure which is resistant to the flow of heat. Aluminum foil facers laminated to each side of the product provide an effective moisture barrier. Rigid insulation products are available in thicknesses from 1/2" to 3". Rigid insulation shall be Thermax by Celotex or approved equal. FACINGS Color White Textured White Aluminum Flame Spread* 25 25 25 Petro Rating 1.3 .02 .02 Service Temp. Min 0°F 20°F -10°F *The numerical flame spread rating is not intended to reflect hazards presented by this or any other material under actual fire conditions. 8.9 ROO ::BS 8.9.1 Roof s shall be manufactured from minimum 18 gauge AZ55 aluminum -zinc alloy -coated steel. Curbs shall have an integral cricket type water diverter and an angle splash guard. The minimum curb height shall be 8". 8.10 PIPE FLASHING 8.10.1 Pipe flashings shall be of a one piece construction and fabricated from an EPDM membrane and shall have an aluminum base that can be field conformed to any panel configuration. Pipe flashings shall be flexible for mounting on any roof slope. Service temperature ranges shall be -30°F to +250°F. Three standard flashing sizes shall ac- commodate pipe sizes from 1/4" diameter up to 13" diameter. SECTION 9: ERECTION AND INSTALLATION The erection of the metal building and the installation of accessories shall be performed in accordance with American Buildings Company's erection manuals and the building erection drawings. The erection shall be performed by a qualified erector using proper tools and equipment. In addition, erection practices shall conform to Section 6, Common Industry Practices found in the "Low Rise Building Systems Manual," MBMA 1986. There shall be no field modifications to primary structural members except as authorized and specified by American Buildings Company. SAFETY DURING ERECTION CANNOT BE OVER -EMPHASIZED'. SECTION 10: BUILDING ANCHORAGE AND FOUNDATION February 1996 The building anchor bolts shall resist the maximum column reactions resulting from the specified combinations of loadings. The quantities and diameters shall be specified by American Buildings Company. Anchor bolt embedment designs and the anchor bolts are to be supplied by others, NOT American Buildings Company. Anchor bolt embedment and foundations shall be adequately designed by a qualified foundation engineer to support the building reactions and other loads which may be imposed by the building use. The design shall be based on the specific soil . conditions of the building site. The foundation engineer shall be retained by other than American Buildings Company. American Buildings Company assumes no responsibility for the integrity of the foundation. SECTION 11: WARRANTIES American Buildings Company offers a variety of warranties for panel coatings, roof system weathertighmess, purchased products, and manufactured materials. For specific warranty details and costs refer to the American Buildings Company Warranty Manual or contact American Buildings Company at 334-687-2032. 133 Solar Array and Inverter Sub -System - i ---------------------------------------- - -------------i I I I I 1 SunPower I SPR -3300x -- - Inverter I I This system uses 32 SunPower 220 solar panels and 2 SunPower: SPR -3390x Inverters. il he panel$ are configured: Inverter #1 = 2 strings of 8 Operating Current 11 Amps Open Circuit Voltage 410 Max Power Current 5.4 Amps Inverter #2 = 2 strings of 8 Operating Current 11 Amps Qpen'Circuit Voltage 410 Max Power Current 5.4 Amps SunPower 3300. ■ ■ AC Output DC Input MTo • • ■ ■ . . ■ ■ .•• U361 RB Disconnect I 1 I #1 O Bare CU Ground I I I 1 I Minimum No. 10 AWG THHN (in conduit or equivalent) Sub Panel 30 AMP AC Disconnect ------------------ To --------------- To PVP #3 To PVP #4 15 amp 2 pole 1 762 Tabby Way Durham, CA 95938 To Utility Main Pane BUTTE COUNTY UiLDING Dwissoj APPROVED i i jUivlaa COMPLY WITH CALIFORNL4 ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC