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HomeMy WebLinkAbout033-120-001.. Z _ - -- 33-12-01 - 'y ACK SMITH x .. E•, , .. ,... , . �. } 137 Acacia, •E!Lic�o dn9u://101 ell Contr: Holiday Pools Permit#2034-84B,P,E(ne private pool) w _ - 033-120-001 ;1 t. .; 05-- 1375 GRFENE, L'AMONT; l s 1 .F N� 137•-ACACIAOROVILLI Cont: ULTIMAT&PLUS` " , ,� "se ` t'y ; ADD SUNROOWSF ."-% .y o r . v a � , • l A p i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : �_ License Number: Date: � 7 c-2 � Contractor: x C , g� OWNER-BUILDER_�!ESLARATIO I hereby affirm under penalty of perjury that I am 161empt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior 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 Slate 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).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensgd contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 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: '57 / ' � N Policy #: / 'GD /T L ❑ 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 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. Date: Applicant: WARNING: to secure worQtoWnal ensation coverage is unlawful, and shall subject an employer penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor' code, interest, and attorney's fees. PERMIT NO. BP051375' Issued Date: 08/12/2005 APN: 033-120-001-000 Site Address: 137 ACACIA AVE ORO Map Index: Description: SUNROOM (340) PATIO COVER (280) Owner: GREENE, CHESTER AND KAY 137 ACACIA AVE OROVILLE, CA 95966 530-342-3052 Applicant: ULTIMATE PLUS 3106 HWY32 CHICO, CA 95973 530-342-3052 Contractor: ULTIMATE PLUS 3106 HWY32 CHICO, CA 95973 530-342-3052 License #: 847207 Architect: Engineer: Total Square Ft: Valuation: Census Code: 340 S.F. $22,100.00 CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated lbove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) By. ' n�> Date: Name: PERMIT EXPIRES ON: 1 L` n Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of of Butte County to enter upon the above mentioned property for inspection pur ses. Q Print Name: �.\ rtil a\ oc o,7 " Signature Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor --uuo n,, w,,,,...,---. rn BUTTE COU TY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS t f 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-28341 6 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION 0 l! Website: www.buttecounty.netldds "PLEASE PRINT CLEARLY" n OWNER Last Name IF irst Name Address 13? [ C A City State C4Zip Phone 2 Phone 53f 9233 Fax 532— 3 —E-mail E -mail CONTRACTOR Name L %/ 4�24 Address 32— ZCity City C CG State Zip 5 9 Phone 2 Fax E-mail � Class y3 ARCHITECT/ENGINEER APPLICANT NAME Name Flood Zone Address S�m� City S4,024/22fN Ta, State Z4, rp (9Sri Phone�.� � � � Fax Gf E-mail �_.. State License Number APPLICANT SIGNATURE X se only: APPLICANT NAME Name Flood Zone Address S�m� City No State Zap Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X se only: -FoFoffice Zoning Property Address 1 -3 c� i Flood Zone Cross Street SRA Y No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. 07-0, 1316 BIN # LOCATION AP# D 33. a l':20 '— (J Property Address 1 -3 c� i City �iecv� Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: (2 T G Sq. Footage ❑ 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 3 [ " ' l Bldg orb ` SRA Receipt #: Sheriff � � Sheri 1 SMIP Date: pj�0'S (�� Other Total 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 /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance. design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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 Carver and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 FORBUILDING PERMIT APPLICATION KAFORMBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Applicant: Greene, Lamont I Permit No: 05-1375 Project Type: Patio/Cover APN: .033-120-001 100% 70% Plan Check Fees $ 340.94 $ 238.66 $ 340.94 $ 238.66 WILLDAN Fee $ 238.66 Copies Attached: Qty Chk Application Site. Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services BUTtF 0 YVONNE CHRISTOPHER, DIRECTOR 00 0 LO o _ o 7 County Center Drive o o 0 0 Oroville, CA 95965 (530) 538-7601 Telephone UN (530) 538.7785 Facsimile TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 ' ■ srutherford@buttecountV.net /1 I SUBJECT: Plans Transmittal For Review Per Contract O z DATE: 6/3/2005 Applicant: Greene, Lamont I Permit No: 05-1375 Project Type: Patio/Cover APN: .033-120-001 100% 70% Plan Check Fees $ 340.94 $ 238.66 $ 340.94 $ 238.66 WILLDAN Fee $ 238.66 Copies Attached: Qty Chk Application Site. Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other v5, ( I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA 95965 Phone, (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �` ASSESSOR PARCEL NUMBER V / ' /906 C)< ,D) Proposed Building ) � a� G p g Use: 5��� �YY\ Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA inorde t apply. j 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. _55' 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. O 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. O 11. Letter of intent for' non-residential` buildirigs- ❑ „ 12. Hazardous Material Form t�. 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico 0 Oroville, as applicable _4e�,3/&5_<* 16. Fire Sprinklers............................................................................................ 0 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 0 18. Soils Report and/or Engineered Foundation required ........................................... ❑ Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the Cit�of Biggs........ .... 23. California Department of Forestryplan approval paid. Sent by: tanning approval for (A) Use: (B)Parking: (C) Parcel C :....✓...... OS `y ❑ �4.�5. Contact Land Development about _Improvements, _Drainage ........................ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... O 28. Contractor's license information. (Number, Name Style, Classification) ................... O 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 0 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement .........................:....... O0 3 Existing violations and/or expired permits....................:.................................... Rv A 34 Deed Restriction..........................................................::.............................. O 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone Jy 1 �� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: l)� Date: 1.. Index permit p lic`atio for the above ite s mbe d: Plan Check Letter 150r., I items-requir d designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, b ate: O designer, owner, was advised of the above data by O phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, ❑ counter, by. A Date: Plans reviewed by: Date: Plans approved by: I I An.. Dale: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.N. USE ONLY Piot Plan Anschod Floor Plan Atuchad Sant to S.D. /. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposals j V!!a er pl Publi Priva a liVell Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: r Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE j OWNER A.P. # 1,;46- ob 1 PROP SED BUILDING USE �,��� - DATESLo-,�> RECEIPT # DATE REC. V. 1. BUILDING PERMIT FEES ( Balance Due ....................... Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES MOI I l L G o rn-Ci(3/I2/6S <.G (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE -- --- / $2500.00 (paid at Building Division) \ 10.OTHERSY) I 1� g I �\ "4 / At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT � t - ` , �1 DATE S's- E Pursuant to Government Code Section 66020 -ydu are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Butte County Department ofDevelopnent Services 0 %3Tr 0 Count Center Drive u<°7 ;. Oroville, CA 95965 °= ` ° (530) 538-7601 Telephone ° ^- ° cOUN�y (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: v I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I ant required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Nai Building site APN: 0 3 2 J •-O4�1 ( Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: - � "(3, _�_' nURE OF APP NT DATE • r K•Fnrnc/Rlri°PennitwithnutClearances020705 laAi;;';! c�tJN C� A�Llc ®epartment of Public Works .0 o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 9 ACRE] Project Description: ��1`T`1 O a M �d /F%Z Project Location and/or Parcel Number: 13-2 4CA G( A By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or. inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 5 _mss -os Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Waw Management Program A WILLDAN Serving Public Agencies June 28, 2005 Scott Rutherford Butte County, Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX .f S 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1375 Assessor's Parcel No: 033-120-001 Description: Greene Enclosed & Covered Patio Willdan Project No: 14353=1694 Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: �k Plans: Two (2) copies sheets 1 through 30 dated 11/23/02, by Duralum Products, Inc.; and two (2) 8%xl l floor plans not dated, by Ultimate Plus; * Site Plan: Two (2) copies not dated, by Ultimate Plus. # Structural Calculations: Two (2) copies 11x17 (5 pages) dated 04/02/98, by Elite Aluminum Corporation. �k Miscellaneous Documents: Two (2) copies ICC -ES Legacy Report numbers ER -5888P, ER - 2640P and ER -5658. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded. within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. 7 f11 �jV W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24 Part 2, known as the California Building Code and abbreviated herein as CBC CODE ANALYSIS Specific Use Occupe of anc Stories gr 1 SFloor Total Sq Ft Manufactured Enclosed Patio R-3 1 340 340 Patio R-3 1 280 280 CONDITIONS OF APPROVAL 1. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 2. Because this building includes Accessory Space that that is an All -Glazed Sunroom, approval is contingent on a deed restriction being recorded. Please contact Butte County as soon as possible about initiating the required deed -restriction recording process. County of Butte Residential Accessory Building & Space -Use Matrix Sincerely, Gabriela Scott . Plan Examiner Cc: Alice Mefford, amefford@buttecounty.net Lamont Greene, Fax: 530-534-9200 .Pa<,e 2 of 2 Butte County 05-1.375 Wi.l.l.dan 14353-1694 School District A.P. Number Property Owner Property Location/A BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Kl( a (-)dlo el" IP- M v06 46 (t-/ Building Department No. 1V _j Jurisdiction: city County Subdivision Lot No. Residential Development ETI No of Living Mobile Home Units Installation Commercial/industrial ............... . ...... . .................................. ; ................................ . .... Sq. Footage �rtionl -Supplemental to (Group R) Conyers on Permit # *(No foundation Inspection) ........................................................................ ! ............................ Deed Restdited Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification, No. -1330 Sq. Footage (including Exterior Roofed Areas) Date ' School District certifies that LApplicarib AS -1 4h, (Street Address) (Phone Number) V7, 0 V (244 ck Sq (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District 63 -a' -(-'t3 by payment of $ C' 2926 $ FULL MMGATION $ Paid by Check # Remarks: 03 3 Date Notice: You may protest the Imposition of the ton Identified above by submitting a written protest to the District, In compliance with Lowe nt m Code Section MMa), within 90 days from the date fen are paid. Failure to submit a timely written protest wIll'prohlbit you from chidlenging the Imposition of the fan In any court action. ff, subsequent to the School District Representafte signing this Suits County Schools Impact Fee Certification Form, the School District is retitledby the applicsMe Local Planning Agency that this project: Is being reviewed under the California Environmental Qt6dity Act (CEM), tlrls project may be subject to additional school fen to fully mitigats. Us Impact on the school dMrkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.We (10/03)dm.m CDF FIRE SAFE REQUIREMENTS AP# 033-120-001 PERMIT # 05-1375 � NAME: Greene Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X) Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C D F S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: 3 o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer. o Metal o Other Butte County Fire Department approved materials [X] No requirements 05/27/05 Date �r Darren Read Signature C D F R E M E N T �1* P1LAl1� AtlR� ER-5888P - LEGACY REPORT JUN 2.8 2005 Re ssued December 1, 2003 ICC Evaluation Service, Inc. Businesswegi an ' . Whiter, California 90601 ■ (562) 6990543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.icc-es.org Regional Office m 4051 West Flossmoor Road, Country Club Hills, Illinois W478 m (708) 799-2305 Legacy report on the 1997 Uniform Building CodeTm DIVISION: 10—SPECIALITIES Section: 10530—Protective Covers ALUMINUM COMPONENTS FOR SITE -CONSTRUCTED PATIO COVERS DURALUM PRODUCTS, INC. 8269 ALPINE AVENUE SACRAMENTO, CALIFORNIA 95826 1.0 SUBJECT Aluminum Components for Site -constructed Patio Covers. 2.0 DESCRIPTION 2.1 General: The aluminum components recognized in this evaluation report are used to construct patio covers conforming to Appendix Chapter 31, Division III, of the 1997 Uniform Building CodeTm (UBC). The roof and wall panels used with the patio covers must be recognized in a current ICC -ES evaluation report. 2.2 Patio Covers: Patio cover structures must be constructed in accordance with the plans accompanying this evaluation report. All patio cover structures must be attached on one side to an existing structure. Enclosure walls may have any configuration, provided the open area of the longer wall and one additional wall is equal to at least 65 percent of the area below a minimum of 6 feet, 8 inches (2032 mm), of each wall, measured from the floor. Openings may be enclosed with insect screening or plastic that is readily removable and translucent or transparent, and that is not more than 0.125 inch (3.2 mm) in thickness. All structural members for the patio cover structures recognized in this evaluation report are fabricated from 6063- T6 aluminum alloy. All steel in contact with aluminum, including screws and anchors, must be hot -dipped galvanized or zinc electroplated. 2.3 Patio Cover Insulated Roof Panels: The panels used with the patio cover structures recognized in this evaluation report must have a current ICC -ES evaluation report for use with patio covers complying with Appendix Chapter 31, Division III, of the UBC. The panels must be factory -assembled sandwich panels consisting of painted, galvanized metal skins adhered to both sides of an expanded polystyrene (EPS) foam -plastic core. The panels must have a 3 -inch (76 mm) thickness and a maximum 48 -inch (1219 mm) width. 2.4 Installation: Patio cover structures recognized in this evaluation report must be installed in accordance with this evaluation report. 2.5 Allowable Loads: The plans accompanying this evaluation report, dated August 2, 2000, revised April 1, 2001, specify allowable design loads for the patio cover structures. 2.6 Identification: The components of the patio cover structures are identified by a label specifying the manufacturer's name (Duralum Products, Inc.) and address (Sacramento, California), and the evaluation report number (ER -5888P). The roof panels must be identified in accordance with their ICC -ES evaluation report. 3.0 EVIDENCE SUBMITTED Calculations, plans and a quality control manual. 4.0 FINDINGS That the aluminum components for site -constructed patio covers described in this report comply with the 1997 Uniform Building CodeTm (UBC), subject to the following conditions: 4.1 Installation of the patio enclosure complies with this evaluation report. 4.2 Patio connections to the supporting structure must be designed and the justification submitted to the building official for approval. 4.3 Patio cover enclosures must have one long wall and one additional wall with openings equal to at least 65 percent of the area below a minimum of 6 feet, 8 inches (2032 mm), of each wall measured from the floor. The required openings may be enclosed with insect screening and/or readily removable transparent or translucent plastic or glazing not more than 0.125 inch (3.8 mm) in thickness. 4.4 The remaining portions of the structure, other than what is described in this report, are designed and constructed in accordance with the UBC. 4.5 The components are fabricated by Duralum Products, Inc., at their facilities located in Sacramento, California. This report is subject to re-examination in two years. ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC valuation Service, Inc., express or implied, as to 1 any finding or other matter in this report, or as to any product covered by the report 0,,,, f f BUTTE COU s � Copyright © 2003 r (BUIL ING :.)I'V11SA0NPageIof1 1 J APPFRION 1� --' i ER -5658 �S REPORTTM Reissued July 1, 2002 ICBG Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF, WALL AND FLOOR PANELS—Sandwich Panels ELITE COMPOSITE STRUCTURAL PANELS ELITE ALUMINUM CORPORATION 1801 N.W. 64'" STREET FT. LAUDERDALE, FLORIDA 33309 1.0 SUBJECT Elite Composite Structural Panels. 'l 2.0 DESCRIPTION 2.1 General: Elite Composite Structural Panels are sandwich panels comprised of painted aluminum facings with expanded polystyrene foam plastic cores. The panels are intended for bearing wall applications and roof panels. Panels are 3, 4 or 6 inches (76, 102 or 152 mm) thick, 48 inches (1219 mm) wide and up to 40 feet (12 192 mm) long. 2.2 Materials: 2.2.1 Aluminum Facings: Facings are 0.024 inch (0.610 mm) thick and comply with ASTM B 209 requirements for Alloy 3105-1-115 or 3003-1-116, with 10 -mil -thick (0.25 mm) polyester dry film base coat and a surface coating of baked acrylic enamel. The finish has a flame -spread index of 25 or less and a smoke -developed index of 450 or less, when tested in accordance with UBC Standard 8-1 (ASTM E 84). 2.2.2 Foam Plastic: The foam plastic is an expanded polystyrene with a nominal density of 2 pounds per cubic foot (32 kg/m3), and is produced by Imperial Foam. The foam plastic insulation has a flame -spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with UBC Standard 8-1 (ASTM E 84). 2.2.3 Adhesive: The adhesive is ISOGRIP SP 2020D produced by Ashland Chemical Company Division of Ashland Inc., and recognized in ICBO ES evaluation report ER -5715. 2.2.4 Extrusions: Aluminum extrusions used to support panels are formed from 6063 alloy aluminum complying with ASTM B 221, in various thicknesses and including H elements, bases, channels, caps, clips and fascias. When limited to use in patio covers not supporting snow loads under Chapter 31, Division III, of the UBC (1997 Uniform Building Code TM') Appendix, the aluminum extrusions may include a thermal break. Details, structural calculations and other substantiating information on the extrusions must be submitted to the building official for approval. 2.3 Allowable Loads: Allowable transverse loads are noted in Table 1. The panels shall be selected based on a minimum allowable transverse load of 20 psf (957.6 Pa), except 10 psf is permitted when the panels are used in patio covers under Chapter 31, Division III, of the UBC Appendix. Allowable axial loads for wall panels measuring at least 3 inches (76 mm) thick and up to 8 feet (2438 mm) high is 1,120 pounds per lineal foot (16 345 N/m). The interaction between axial and transverse loads must satisfy the following equation: Wap + Pap < 1 W 1120 lbs r where: Wap = Applied transverse load, psf. W = Allowable transverse load from Table 1, psf. Pap = Applied axial load, pounds. The allowable wind uplift resistance of an overhanging r roof -to -wall connection is 150 pounds per lineal foot (2189 N/m) when construction is according to Figure 1 using minimum 3 -inch -thick (76 mm) panels. Use of wall and roof panels as bracing against lateral wind or earthquake forces is beyond the scope of this evaluation report. 2.4 Installation: Installation is according to the Elite Assembly, Instructions dated January 14, 1993. Base channels are attached to structural supports using fasteners recognized for use with the receiving material. ; Calculations demonstrating the fastener capacity for the allowable loads in question must be furnished to the building official for approval. The fastener spacing for the channel - to -panel connection is 6 inches (152 mm) on center. The anchorage -to -concrete spacing is 12 inches (305 mm) on center. Wall panels are supported by foundations designed and constructed according to the UBC. The wall and roof panels are interlocked as shown in Figure 2. Openings in walls must be framed with channels and mullions designed for all imposed loads. A thermal barrier consisting of gypsum wallboard complying with ASTM C 36-92 is then attached to the wall and roof panels using '/,'--inch (6.4 mm) beads of Liquid Nails by Maco Adhesives. The adhesive is applied to the gypsum board in a zigzag pattern in rows 24 inches (610 mm) on center and 1 inch (25.4.mm) from edges. The gypsum board is then fastened onto the aluminum facing with No. 6 by 1 -inch -long (25.4 mm) screws spaced 12 inches (305 mm) on center along the perimeter of each gypsum wallboard panel. The 3 -inch -thick (72 -mm) -panels -cm -be installed -on - ceilings or roofs without a thermal barrier,. based_on �successful -completion -of tests'in accordance with UBC Standard'26-3 (UL 1715).:Minimum'3-inch=fhiok'(72 mm) panels have a Class B roofing classification --` 6 �• k�; REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by /CBO Evaluation Service, Inc., express or imp/iect as to any finding or other matter in this report, or as �o any product covered by the report. GOpyrlgnt V zuu2 -. 4 ti • Page 1 of 3 r� --' i ER -5658 �S REPORTTM Reissued July 1, 2002 ICBG Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF, WALL AND FLOOR PANELS—Sandwich Panels ELITE COMPOSITE STRUCTURAL PANELS ELITE ALUMINUM CORPORATION 1801 N.W. 64'" STREET FT. LAUDERDALE, FLORIDA 33309 1.0 SUBJECT Elite Composite Structural Panels. 'l 2.0 DESCRIPTION 2.1 General: Elite Composite Structural Panels are sandwich panels comprised of painted aluminum facings with expanded polystyrene foam plastic cores. The panels are intended for bearing wall applications and roof panels. Panels are 3, 4 or 6 inches (76, 102 or 152 mm) thick, 48 inches (1219 mm) wide and up to 40 feet (12 192 mm) long. 2.2 Materials: 2.2.1 Aluminum Facings: Facings are 0.024 inch (0.610 mm) thick and comply with ASTM B 209 requirements for Alloy 3105-1-115 or 3003-1-116, with 10 -mil -thick (0.25 mm) polyester dry film base coat and a surface coating of baked acrylic enamel. The finish has a flame -spread index of 25 or less and a smoke -developed index of 450 or less, when tested in accordance with UBC Standard 8-1 (ASTM E 84). 2.2.2 Foam Plastic: The foam plastic is an expanded polystyrene with a nominal density of 2 pounds per cubic foot (32 kg/m3), and is produced by Imperial Foam. The foam plastic insulation has a flame -spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with UBC Standard 8-1 (ASTM E 84). 2.2.3 Adhesive: The adhesive is ISOGRIP SP 2020D produced by Ashland Chemical Company Division of Ashland Inc., and recognized in ICBO ES evaluation report ER -5715. 2.2.4 Extrusions: Aluminum extrusions used to support panels are formed from 6063 alloy aluminum complying with ASTM B 221, in various thicknesses and including H elements, bases, channels, caps, clips and fascias. When limited to use in patio covers not supporting snow loads under Chapter 31, Division III, of the UBC (1997 Uniform Building Code TM') Appendix, the aluminum extrusions may include a thermal break. Details, structural calculations and other substantiating information on the extrusions must be submitted to the building official for approval. 2.3 Allowable Loads: Allowable transverse loads are noted in Table 1. The panels shall be selected based on a minimum allowable transverse load of 20 psf (957.6 Pa), except 10 psf is permitted when the panels are used in patio covers under Chapter 31, Division III, of the UBC Appendix. Allowable axial loads for wall panels measuring at least 3 inches (76 mm) thick and up to 8 feet (2438 mm) high is 1,120 pounds per lineal foot (16 345 N/m). The interaction between axial and transverse loads must satisfy the following equation: Wap + Pap < 1 W 1120 lbs r where: Wap = Applied transverse load, psf. W = Allowable transverse load from Table 1, psf. Pap = Applied axial load, pounds. The allowable wind uplift resistance of an overhanging r roof -to -wall connection is 150 pounds per lineal foot (2189 N/m) when construction is according to Figure 1 using minimum 3 -inch -thick (76 mm) panels. Use of wall and roof panels as bracing against lateral wind or earthquake forces is beyond the scope of this evaluation report. 2.4 Installation: Installation is according to the Elite Assembly, Instructions dated January 14, 1993. Base channels are attached to structural supports using fasteners recognized for use with the receiving material. ; Calculations demonstrating the fastener capacity for the allowable loads in question must be furnished to the building official for approval. The fastener spacing for the channel - to -panel connection is 6 inches (152 mm) on center. The anchorage -to -concrete spacing is 12 inches (305 mm) on center. Wall panels are supported by foundations designed and constructed according to the UBC. The wall and roof panels are interlocked as shown in Figure 2. Openings in walls must be framed with channels and mullions designed for all imposed loads. A thermal barrier consisting of gypsum wallboard complying with ASTM C 36-92 is then attached to the wall and roof panels using '/,'--inch (6.4 mm) beads of Liquid Nails by Maco Adhesives. The adhesive is applied to the gypsum board in a zigzag pattern in rows 24 inches (610 mm) on center and 1 inch (25.4.mm) from edges. The gypsum board is then fastened onto the aluminum facing with No. 6 by 1 -inch -long (25.4 mm) screws spaced 12 inches (305 mm) on center along the perimeter of each gypsum wallboard panel. The 3 -inch -thick (72 -mm) -panels -cm -be installed -on - ceilings or roofs without a thermal barrier,. based_on �successful -completion -of tests'in accordance with UBC Standard'26-3 (UL 1715).:Minimum'3-inch=fhiok'(72 mm) panels have a Class B roofing classification --` 6 �• k�; REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject ofthe report or a recommendation for its use. There is no warranty by /CBO Evaluation Service, Inc., express or imp/iect as to any finding or other matter in this report, or as �o any product covered by the report. GOpyrlgnt V zuu2 -. 4 ti • Page 1 of 3 4 ti • Page 1 of 3 v Page 2 of 3 ER -5658 2.5 Identification: The panels are packaged with labels noting the Elite Aluminum Corporation name and address, the product name, the evaluation report number (ICBG ES ER -5658 or NER-501) and the name of the quality control agency (Professional Service Industries, Inc., Pittsburgh Testing Laboratory Division). 3.0 EVIDENCE SUBMITTED Data and reports of tests in accordance with the ICBO ES Acceptance Criteria for Sandwich Panels (AC04), dated July 1996. 4.0 FINDINGS That the Elite Composite Structural Panels as described in this report comply with the 1997 Uniform Building CodeTm (UBC), subject to the following conditions: 4.1 The panels are fabricated and erected in accordance with this report. 4.2 The panels are used only in buildings where combustible construction is permitted. 4.3 Structural calculations demonstrating thatapplied loads are less than the allowable loads are furnished to the building official for approval. 4.4 Panels with field -formed openings are beyond the scope of this report. 4.5 Except for 3 -inch -thick (72 mm) roof panels, the panels are separated from the building interior by a thermal barrier, such as minimum'/2 inch -thick (12.7 mm) gypsum wallboard or other approved material installed as described in Section 2.4 of this report. 4.6 Except for use as patio covers under Chapter 31, Division III, of the UBC, details for weather resistance must be submitted to the building official for approval. 4.7 Panels are manufactured at 1801 N.W. 64th Street, Fort Lauderdale, Florida, with quality control inspections by Professional Service Industries, Inc., Pittsburgh Testing Laboratory Division (AA - 660). This report is subject to re-examination in two years TABLE 1 -SPAN LENGTHS OF SANDWICH PANELS IN FLATWISE BENDING' .2.3.4 PANEL APPLIED SPAN SPAN LENGTH, L (feet -Inches) THICKNESS UNIFORM THICKNESS A = L1120 e - L1180 A = L/240 (Inches) LOAD, Wd (Inch) IPgfl 10 20 30 40 10 20 30 40 10 20 30 40 3 1.2 0.024 18-0 12.9 10-9 9-3 14.9 114 9-7 8-6 13-3 10-0 8-6 . 7.8 0.032 - 14-5 124 10-7 16-0 124 104 9-2 14-6 10-11 9-7 8-0 3Y2 1.3 0.024 - - 11-16 10-0 - 12-6 10.8 9-6 - 11-7 9-6 9-7 0.032 - - 134 11.6 - 13-9 12-5 10-8 - 124 10-3 9-0 4 1.4 0.024 214 15-1 124 10-8 17-10 13-10 11-9 W-6 16-0 124 104 9.6 0.032 22-0 174 14-3 12-3 19-6 15-0 12-10 111-3 174 134 11-3 9-11 6 1.7 0.024 24-0 18.6 14-2 13-1 23-0 18-7 15-11 14-1 21.6 16-9 14-2 12.6 0.032 25-0 214 17.6 15-1 24-0 20-0 17-0 15-1 22E 18-0 15-0 134 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 psf = 48 Pa. 'Panels are simply supported. 2S pan length values to the right of the bold vertical line are governed by deflection U180 or U240. Values to the left of the bold line are limited by allowable bending stress F, = 6,000 psi. The values governed by deflection and clear span lengths are based on the applied live load listed as W,, psf. Add approximately 2 inches to these values to obtain span lengths center -to -center bearings. 'The values limited by stress (listed under column U120) are span lengths center -to -center of bearings. They are based on the sum of live load W, and panel weight Wd, listed as W (W = W, + Wd). Subtract Wd from W to obtain the design live load W,. 4S pan lengths for W or W, loadings other than listed above may be obtained by straight-line interpolation. N Page 3 of 3 0.250 INCH THRU BOLTS, raw PALL LAA ` Tar CAP •B01ts with wadm are \ mulled at I I inches on center \ \\ \ \ �u 2m ar Lotti. PAffi. S.S loco= C -C \ \ \ \ DAn AACOOR •/MAMM CCIK3m s rrom ---6A66 CaASOM r C^ For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 psf = 48 Pa. FIGURE 1 AZADU= rAcmw,, 'umam n rACZ - roLrfllrm oats lie= r amp--, 1r=sftAmR cm Opram PAHA no azu rACM rm u /ms Om1OAM SOP PSMA rACnq SO Tor MM rWMM MM WTATa For SI: 1 inch =25.4 mm, 1 foot = 304.8 mm, 1 psf = 48 Pa. JANM tIts rw MAIM FIGURE 2 ER -5658 S'. LEGACY REPORT ER -2640P Reissued March 1, 2005 ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599.9800 www.ICc-eS.org Regional Office 0 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 m (708) 799-2305 Legacy.report on the 1997 Uniform Building Code"m DIVISION: 10—SPECIALTIES Section: 10530—Protective Covers DURALUM ALUMINUM PATIO COVERS AND ROOF STRUCTURES DURALUM PRODUCTS, INC. 8269 ALPINE AVENUE SACRAMENTO, CALIFORNIA 95826 1.0 SUBJECT Duralum Aluminum Patio Covers and Roof Structures. 2.0 DESCRIPTION 2.1 General: The Duralum aluminum patio covers and roof structures are attached- and freestanding -type patio covers designed and constructed to resist the design loads indicated in Table 1 and in the plans accompanying this report. 2.2 Materials: Extruded aluminum, roll -formed aluminum, cold -formed steel and acrylic plastic as described in the plans accompanying this report. 2.3 Identification: Each installation bears an identification tag bearing the name and address of Duralum Products, Inc., the design loads and the evaluation report number (ER -2640P). 3.0 EVIDENCE SUBMITTED Plans, calculations; and a quality control manual. 4.0 FINDINGS That the Duralum Aluminum Patio Covers and Roof Structures described in this report comply with the 1997 Uniform Building CodeTm (UBC), subject to the following conditions: 4.1 The patio covers and roof structures are constructed in accordance with this report and the plans, dated November 2002, accompanying this report. 4.2 Patio covers comply with Chapter 31, Division III, of the UBC Appendix. This report is subject to re-examination in two years P BUTTE COUNTY BUILDiNG CAMSIOIN N APit RO��°ED /CC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to t any finding or other matter in this report, or as to any product covered by the report. Copyright © 2005 Page 1 of 2 Page 2 of 2 ER -2640P TABLE 1 SHEET NO. TYPE DESIGN LOADS PERMITTED ENCLOSURE Roof Live (or Snow) Basic Wind Speed (BASED ON HORIZONTAL WIND (psf) (mph)' CALCULATIONS) 1 General Notes — — — 2 Solid Covers— — Attached; Attached/Freestanding may be enclosed 3 Open Lattice Attached/Freestanding — — May not be enclosed y 4 Roof panel spans 10, (20), (30) 70, 90, 110 — 5 Panel Fasteners Acrylic Skylight 10, (20), (30) 70, 90, 110 — 6 Rafters 10, (20), (30) 70, 90, 110 — 7 Components — — — 8 Components — — — 9 Components — — — 10 Header Beams — — — 11 Splice Details — — — 12 Connections — — — 13 Connections — — — 14 Solid 10 70, 90 Attached; Attached/Freestanding may be enclosed 15 Solid 10 70,90 Attached; Attached/Freestanding may be enclosed 16 Solid 10 110 Attached; Attached/Freestanding may be enclosed 17 Solid 10 110 Attached; Attached/Freestanding may be enclosed 18 Solid Attached/Freestanding () 20 70, 90 Attached; may be enclosed 19 Solid Attached/Freestanding () 20 70, 90 Attached; may be enclosed 20 Solid Attached/Freestanding () 30 70, 90 Attached; may be enclosed 21 Solid Attached/Freestanding () 30 70, 90 Attached; may be enclosed 22 Attached Lattice 10 70,90 May not be enclosed 23 Attached Lattice 10 110 May not be enclosed 24 Attached Lattice (20) 110 May not be enclosed 25 Attached Lattice (30) 110 May not be enclosed 26 Freestanding Lattice 10 70,90 May not be enclosed 27 Freestanding Lattice 10 110 May not be enclosed 28 Freestanding Lattice (20) 110 May not be enclosed 29 Freestanding Lattice (30) 110 May not be enclosed 30 Insulated Roof Panel 10, (20), (30) 70, 90, 110 Attached; may be enclosed 'Basic wind speeds derived from Table A -31-A of Division III, Chapter 31, UBC Appendix. t -m ER -2640P T �� G5NERAL NOTES AND SPECIFICATIONS: 1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE -LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL. 2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I: CONCRETE SLAB SHALL HAVE 3 1/2" MINIMUM THICKNESS AND SHALL BE IN GOOD CONDITION. 4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR.CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE =1,000 P.S.F. & ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A-446, GRADE C, UNLESS OTHERWISE NOTED. 6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16" MAXIMUM. 7. EXPANSION BOLTS SHALL BE "HILT[ KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS. 8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY. 9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC. 10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA. 11. FREESTANDING PATIO COVER SHALL NOT•BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL. 12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC. 13. THE INSTALLATION OF LAG'SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & 11.1.2. z Q�OFESSIOti ,PMES G. F ci '� NO. 21543 EXP. 9-30-2005 CIV1t- �P NOTES: ALL COMPONENTS ARE INTERCHANGABLE'UNLESS OTHER WISE NOTED OP�`,FO� FOX I.C.C. E.S. EVALUATION DRAWN BY: KK � ENGINEERING LIVE LOAD m `PATIO -COVER SYSTEM AS MFG. BY:"'� SHEET REPORT NUMBER DATE: t tn3rto6z F JAMES G. FOX, CIVIL ENGINEER 10, 20 a 30 par ` DURALUM RRODUCTS,-INC.—��� 1 OF 30 ER -2640P SCALE: NONE 1 E 8080 TELEGRAPH RD., OOWNEY, GA 80240 GENERALNOTES MORIZ WIND � 8289 ALPINE AVE., SACRAMENTO, CA 95826 - • - REVISED BY: KK 8 D.P. i ' { ; • (562)808 -1337 FAX:92T•2609 kxen ncarmB.aom 70, 90 8110 MPH (916) 452-7021 FAX403-1519 eeleaO durelum.wrn '�"o.oAwni ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O.H. VARIES, SEE SCHEDULE ATTACHMENT CHANNEL SEE DETAIL SEE DETAIL FOR SPLICE -� 11/2' SQ. SCROLL POSTS 31/2" SLAB ATTACHMENT ' MAY BE USED WHERE PERMITTED. r i SEE SCHEDULE FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE I TYPE "A" ATTAC ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS OPTIONAL: O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE SO. POSTS, SIZE VARIES 31/2' SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE SCHEDULE 1� SOLID PATIO TYPES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. 0. (WYNpTB ('ENCLOSED) SEESCHEO SE SCHEDULE S POSTE %0 SEE SCHEDULE 0•H. SHEET 7�POS ALTERNATE: SPq SINGLE POST NG SEE SCHEDULE 2 OF 30 ER -2640P NOTEO SPLICE AT THIS 8080 TELEGRAPH RD., DOWNEY, CA 50240 POST DAT END BAYS. HORIZ. NAND= 8268 ALPINE AVE., SACRAMENTO, CA 95826 ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE 1 1/2' SO. SCROLL POSTS 31/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE I ATTACHMENT CHANNEL SEE DETAIL ALTERNATE: SINGLE POST SEE SCHEDULE FOOTING WHERE REQUIRED ✓ SEE SCHEDULE FOR FOOTING CUBE SIZE IE ALUMINUM ROOF PANEL SEE SCHEDULE 1 FOR SPANS OPTIONAL: O.H. VARIES, SEE SCHEDULE SEE DETAIL FOR SPLICE BEAM SO. P IZE VARIES J_ � _;O 31 MA SED - C TO ql N ZFO SEE SCJH FOOTING WHERE REQUIRED --" SEE SCHEDULE FOR FOOTING CUBE SIZE 1/2 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/CANTILEVER OPTION o. LENGTSH H OF S ons TRU C THE PR ECT/pN F � S CLOSED� ES OPTIONAL: CANTILEVER SEE SCHEDULE FOR . POST SPACING � CNG I INOTE.10S'P"LPIC"E'AT T'W'IHIS POST AND AT END BAYS NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. �� VgR/fS MAY NOT 6E-ENCLOSED) SEE S-C`Ul S SEE SCHEDULE FOR PAST SPACING o.H ALTERNATE: SINGLE POSTC/NG 7/2 POST uj SP SEE SCHEDULE PATIO COVER SYSTEM AS MFG. Y: SHEET NOTE OSPLICE A THIS DATE: 112312002 POST DAT END BeYS. ERE REQUIRED —,/ E FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. FREESTANDING MULTISPAN W/CANTILEVER OPTION I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC.- -1 LIVE LOAD PATIO COVER SYSTEM AS MFG. Y: SHEET REPORT NUMBER DATE: 112312002 F JAMES G• FOX, CIVIL ENGINEER E 10, 20 & 30 PN DURALUM PRODUCTS, INC. 2 OF 30 ER -2640P SCALE: NONE 8080 TELEGRAPH RD., DOWNEY, CA 50240 HORIZ. NAND= 8268 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK & D.P. 662 806.1337 FAX:927-2509 fmwn hotme8.com 70, 90 8110 MPH j918 452-7021 FAX 403.1519 seb durnWm.com toe Mo' *F"w' I.C.C. E.S. EVALUATION DRAWN BY: KK.(. OX GI IINC. " - RAFTER.SEEETABLE OPEN LATTICE TYPES, FOR SIZE AND SPACING SHEET REPORT NUMBER eLq p/ JF JAMES 0. FOX CIVIL ENGINEER 10, 20 & 3D pat MAX.E SCHEDULE SEE B 3 OF 30 ER -2640P MAX.OJ.EDULE AST o" HORIZ. WIND - 8268 ALPINE AVE, SACRAMENTO, CA 9=6 _ SEE CH NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 582 808-1337 FAX927.2509 foxematotmaloom MAX. O.H. FAX 403.1818 salosecitnkmeam MAYISE ENCLOSED. SEE SCHEDULE xRc OL AFTER FOR SIZE E- TABLE TspgGNp G AND SPACING �� 0 `(4 P -(EIGHT SEE 6C 'CrG . �O• P T HEIGHT SEE CHEDULE O O LENGTH OF STRUCTURE VARIES' IS OST WIITH SIDE- t - 0 PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES 9 12' BUB ATTACHMENT POST W [TH SIDE- PLATES SEEAIL NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE �o CHANGEABLE WITH ANY OTHER s� T PERMITTED. COMPONTENT UNLESS OTHERWISE SHOWN, T1e�F SEE SCHEDULE ATTACHMENT NOTE: EACH COMPONENT IS INTER- ED WHERE FOOTING WHERE CHANGEABLE WITH ANY OTHER PERMITTED. ED' FOOTINGC SEE SCHED. FOR FOOTING CUBE SIZE T COMPONTEN7 UNLESS OTHERWISE SHOWN. qe� sEe6cHEDULE OPEN LATTICE -TYPE PATIO COVER NOTE: OPEN LATTICE -TYPE STRUCTURE P00- REQUIRED. SCALE: NTS MAY QSE ENCLOSED. SEE 6CHED CU1BE SIZE , TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "Ell ATTACHED U TISPAN LATTICESTRUCTURE ,r L'4 NOTE: TMS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. - . „60 MAX. PROD. MAX. PROJ. 6EE 6CHEW NOTE: TMS OPEN LATTICE -TYPE STRUCTURE �.'�� f SEE SCHEDULE RAFTER BEE TABLE MAY UaT SE ENCLOSED. ave. �. os FOR SIZE AND SPACING RAFTER, SEE TABLE ' "lSTsppp 3.- w,q, AND PACING . qCg, OST HEIGHT p 6 ULE T HEIGHT e T6 1 i 0 LENGTH OF STRUCTURE VARIES. TQ 0 • OST CROSB-SECn LENGTH OF STRUCTURE VARIES T SEE POST DETAI POST SEE POST GS -SET ECTON, . s FFT NOTE: EACH COMPONENT IS INTER- MAY SLAB USED 12•sLAB CHANGEABLE WITH ANY OTHER FTo COMPONTENT UNLESS OTHERWISE SHOWN. T �cF CONSTRAIN FOOOTING,SEE MAY BE USED, To CONSTRAIN SCHEDULE NOTE: EACH COMPONENT IS INTER- B EE OPEN LATTICE -TYPE PATIO COVER CHANGEABLE WITH ANY OTHER sFf TA SCMEEDUUiE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED ' SCAUE:NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN UTTICE STRUCTURE I.C.C. E.S. EVALUATION DRAWN BY: KK.(. OX GI IINC. LIVE LOAD- SHEET REPORT NUMBER DATE: 11232002 JF JAMES 0. FOX CIVIL ENGINEER 10, 20 & 3D pat DURALUM PRODUCTS, INC. = " 3 OF 30 ER -2640P SCALE: NONE E I 6080 TELEGRAPH RD., DOWNEY, CA 90240 HORIZ. WIND - 8268 ALPINE AVE, SACRAMENTO, CA 9=6 REVISED BY: KK 6 D.P. 582 808-1337 FAX927.2509 foxematotmaloom 70, 90 8 110 MPHi(OlO)452-7021 FAX 403.1818 salosecitnkmeam JOB NO' UPOW4 PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS 7 " 25" B7 L -751111 -TA BLE BE 4340 77 09R. (I.S.) 67" 25" `" s R-.117" o 40" . 2:46" 70" 49„ .40 25' ALL UNMARKED RADII.O6R 45 2.5" = N rYP 36" n 1.125' (1 T= 1.125' .35„ 1.48' .40' - I - 4 40' 4.50" + 4.50" 4.50" • .75" " 75" 5' ` 7s. 3.00" 4.50" 3.00= 24.00" ALUM. ALLOY 3004-H36 OR EQUAL 12, ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL 24" TRI -"\r' PAN C8"x2 1/2"FLAT P_AN W/(2)=V'S 12" x 3 1/2" W PANEL L.L.= PANEL'T' 70 MPH 90 MPH 110 MPH "T' 70 MPH 90 MPH 110 MPH" T' 70 MPH 90 MPH 110 MPH SPAN O.H. SPAN O.H. SPAN O.H. SPAN O.H. SPAN O.H. SPAN O.H. SPAN O.H. SPAN O.H. SPAN O.H. (PSF) (IN.) (IN.) (IN•) 10 .018 12'-1" 4'-0° 12'-1" 4'-0" 8,-0" 2'-6"_ 2 `f2'-1U� 4'-2" 10'-5" T-7" 8'4" 2'-11" .020 15'-9" 5'-6" 12,_9" 4'-5" 10'-3" 3'-7" .024 15'-0" 5'-7' 14'-0" 4'-8" 9'-0" T-0" .024 14'-1" 4'-T' 13'-2" 4'4" 10'-7" T-8" .024 19'-0" 6'-6" 15'-T' 5'-5" 12'-6" 4'4" .032 17'-0" 5'-11" '17'-0. 5'-8" 10'-0" 3'-6" .032 15'-5" 5'-1" 15'-5" 5'-1" 15'-0" 4'-11" .032 20,-6„ T-2„ 14'_9„ 51-1" 12,_7, 4'-3" .040 16'-7' 5'-5" 16,-7" 5'-51, 16'-5" 5'-5" .040 22'-9" 7'-11" 16'-5" 5'-9" 13,-6" 4'-8" 20 .018 9'-2" 3'-7' 8'-9" 3'-0" 8'-0" 2'-6" .020 9'-10" 3'-2" 9'-10" 3'-2" 8'4" 2'.9" .020 12'-0" 4'-2" 12'-0" 4'-2" 12,_0„ .024. 10'-8„ 3'-8" 10'-1" 3'4" 9'-0" 3-0" .024 11,_3„ 3'-8" 11,_3" 3'-8" 10'-7" T-5" .024 14'-0' 4'-10" 14'-0" 4'-10„ 14'-0" 4'-10" .032 13'-3" 4'-6" 11'-9" 3'-8" 10'-0" 3'-6" .032 12,-4" 4'-0" 12,-4„ 4'-0" 12,-4" 4,-0" .032 16'-0" 5'-T' 16,_0„ 5'-7" 16,_0„ 5,-7" F. .040 13,-3" 4'-4" 13'-3" 4'-4" .13'-3" 4'-4" .040 17'-0" 5'-11" 1T-0" 5'-11" 17'-0" 5'-11" .018: T.6" TIE30 2' T -E 8'-0" 2'-6" .020 8,.1„ 2'-8" B'-1" 2,-8" 81-1" 2,-8" .020 10,-0„ 3,-6" 10'4" 3'-6" 10,-0" T-6" 024 9'-0' 3'-0' 9'-6� - 9'-0" 3'.p" .024 9,-4" 3,_1„ B,-0„ 3,_1„ 8,,4„ 3-4" .024 12,-0„ 4_2" 12'-0" 4'-2" 12' 0 4, 2„ ' fV O ® 032 1p'_10" 3' 8" 0'-1� 10'-0" 3'-6" .032 10'-10" 3'-T' 10'-10" 3'-T' 10'-10" T-7" .032 14'-0" 4'-10" 14' 0" 4'-10" 12'-6" 4'-4" 040 11'-8" T-10" 11'-8" 3'-10" 11'-8" TAT •D40 14'-6" 5'-1" 14'-6" 5'-1" 14'-6" E.S. EVALUATION y DRAWN 9Y: KK X NG N I C. uVE LOAD= P VER STEM AS MFG. BY: SHEET RT NUMBER GATE 11/252002.: + JAMES c. Fox, GVIL ENGINEER 10, 208 30 psf DURALUM PRODUCTS, INC.PANELSPANS 4 OF 30 40P . '.. = SCALE: NONE , 6060 TELEGRAPH RD., DOWNEY, CA 50240 HORIZ. WIND= 4D, BOE 110 MPH 5269 ALPINE AVE., SACRAMENTO, C, 9582b "xo asoa®s REVISED BY: KK S D.P: (862)806-1337 FAX:927.2509 (oxen o1m i.00m (918) 462-7021 FAX 4031519 sefes@durah m.mm PANEL FASTENERS 70/90/110'MPH 12' HEIGHTS .075" .750" .860" 24" 300" 440" .265" 24" TRI--'-'V"-PAN .240" 117 ' L.L.= PSF 70- MPH 90- MPH 110- MPH 40N .00" 10 #8 S.M.S. #10 S.M.S. #10 S.M.S. R9250 OPTIX? PRODUCTS ACRYLIC PER . 20 Ilio S.M.S. #10 S.M.S. #12 S.M.S. I.C.C. E.R. 5411 OR EQUAL 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. SKYLIGHT DETAIL 12" x 3 1/2" W PANEL L.L.= PSF 70- MPH BO- MPH 110- MPH 10 #8 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER SCHEDULE OF ALLOWABLE SPANS FOR 8"x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS - L.L.= 8" PANEL SPANS t=.020" t=.024" t=.032" t=.040" 10 10'-2" 12'-9" 13'-4" 14'-7" 20 8'-10" 10'-3" 11'-4" 12'-3" 30 7'-1" 8'-4" 9'-10" 10'4" USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS �a10 J� 4w No, M56 I.C.C. E.S. EVALUATION L L.=PSF 70- MPH 90• MPH 110• MPH 10 #8 S.M.S. #10 S.M.S. 010 S.M.S. 20. #10 S.M.S. #10 S.M.S. #12 S.M.S. 8"x2 1/2" FLAT PAN W/(2) -V'S 30#12 S.M.S. #12 S.M.S. #12 S.M.S. I.C.C. E.S. EVALUATION DRAWN BY: KK. FOX ENGINEERING I C. LIVE LOAD= PATI COVIER SYSTEMAS MFG. BY: REPORT NUMBER DATE: 1123/2002 FE JAMES G. FOX, CIVIL ENGINEER '� 10,20330pi1 DURALUM PRODUCTS, INC. SHEET ER -2640° SCALE: NONE 6080 TELEGRAPH RD., DOWNEY, CA 80240 PANEL FASTENERS HORIZ. WIND. 8269 ALPINE AVE., SACRAMENTO, CA 96826 5 OF 30 REVISED BY: KK 8 D.P. (562)808-1337 FAX:927.2608 toxen hotmell.com 70, ;0 8 110 MPH 918)452.7021 FAX 4031619 eabe®dwatummm JOe Nnataaan� RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS ' 1ALUM. 2„ � 8.5" ALLOY 3004-H 38 1 OR EQUAL � MAX. "'j 2" � 8. 5" � 3.0" ' ALUM. ALLOY 3004-H3B .024" 1 .024" ALUM. ALLOY 3004-H36 OR EQUAL '042 OR EQUAL .032" .03T 2 x 61/2" RAFTER DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER L.L.=. (PSF) RAFTER'T' (IN.) 16" O.C. 24" O.C. 'T' (IN.) 16" O.C. 24" O.C. "T" (IN.) 16" O.C. 24" O.C. SPAN O.H. SPAN 0. H. SPAN 0. H. SPAN 0. H. SPAN 0. H. SPAN 0. H. .024 15'-0" 4'-0" 14'-0" 4'-0" .024 21'-0" 4'-0" 17'-4" 4'.0" .042 21'-0" 4'-0" 21'-0" 4'-0" 10 .032 19'-0" 4-0"18 =0" 4'-0" .032 21'-0" 4'-0" 20'-2" 4'-0" .024 10'-8" 3'-8" 9'4" T -O" .024 14,-0" 4'-0" 12'-3" 4'-0" .042 19,-6" 4'-0" 17'-1" 4'-0" 20 .032 14'-0" 4'-0" 12'-1" 4'-0" .032 19'4" 4'-0" 16'-6" 4'-0" .024 8'-10" 3'-0" 7,-8„ 2'-6" .024 13'-2" 4'-0" 10'-6" 3'-8" .042 17'-0" 4'-0" 14'-3" 4'-0" 30 .032 11'-10" T-10" 10'-10" 3'-5" .032 1614" 4'-0" 12'-3" 4'-0" TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.) PR03ECTION8 1 7 B 9 10 11 12 13 14 16 16" 17 18 19 20 21 O.H. SPAN 0 3 1 4 4 5 5 6 6 7 7 8 8 9 9 10 10 10 1' 4. 4 1 5 5 6 8 7 8 8 9 cm 10 10 11 11 11 7 7 8 8 9 9 10 10 11 11 12 12 12 2' 5 6 6 TRIBUTARY TRIBUTARY=® WIDTH 112 SPAN +O.H. IQ 3' 4' o� 7 7 — — 8 8 9 9 10 10 11 11 12 12 13 13 13 9 9 10 10 11 11 12 12 13 13 14 14 14 11 12 12 13 13 14 14 15 15 15 h 6' — — — — — — 13 13 14 14 15 15 16 16 18 NOTE: TRIBUTARY ON MULTIPLE SPANS ISN0. + t1EQUAL —"7Ll————————-15 15 16 16 17 17 \ 17 — — — — — — — — 17 17 18 18 18 TOCENTER SPAN TO CENTER SPAN sxv.wo-mae g — — I.C.C. E.S. EVALUATION REPORT NUMBER ER -2640P DRAWN BY: KK DATE: 1123!2002 SCALE: NONE REVISED BY: KK & D.P. FOX ENGINEERING INC. JAMES 0. FOX, CIVIL ENGINEER l 6060 TELEGRAPH RD., DOWNEY, CA 90240 582 806-1337 FAX:927.25D9 foxenaChotmg.com RAFTER SPANS LIVE LOAD 10, 20 & 30 psi HORIZ. WIND - 70.90 & 110 MPH PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 6269 ALPINE AVE., SACRAMENTO, CA 95826 (916)452-7021 FAX 403.1619 salesLMdumium.00m SHEET 8 OF 30 IJ08 NO.OFMW4 HANGER CHANNELS AND MOUNTING BRACKETS ALUM 3004•H36 1.50" WALL FASTENERS 06 SEE TABLE 1.50 .25'R 1= 0.04" •01(2,90 .202" #10 SMS 0 PANEL T7_ DIA. LOCKS OR 98 SMS tD o m .563" ATEA CONTACT tO c WALL FASTENERS 1.75" O [ROI:LFORMED HANGER? R.F. OR EXT. HANGER CHANNEL, 2x OR 3x RAFTER BRACKET. ALUM. PANEL 2x 0� 3x ALUM. RAFTER \ FASCIA BOARD EXIST. I ALLOWABLE PROJ. EXISTING SEE TABLE BELOW OVERH, cq Vi .261 LJALUM.ALLOY T .O6 6D63•6 B EXTRUDED HANGER CHA NEL. RAFTER EXISTING EAVE CONNECTION ( 2 CONTINUOUS A- RAIL ROOF PANEL (WHERE OCCURS) ALUM.ALLOY 6063-T8 #10 SMS 0 EA CONTACT WALL CONNECTION 0 4- 2.740" t T=.080" -J 5„ WALL FASTENERS SEE TABLE APPROVED 3" ALUMALLOY INSU L. ROOF PANEL 6083-T6 3" HANGER C' EXIST. RAFTER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) WIND AT 2x FASCIA DESIGN W/ SIMPSON A35 AT WOOD STUD 16" O.C. SPACING AT MASONRY OR ' 'CONCRETE LL=10 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 A C C E H H J J K 90 B C C E H H J J K 110 D C C G H H J J K 9'4" 5'-6" 7'x8" FULL 24" O.C. 2'-0" It DESCRIPTION OF LAG SCREW SEE NOTE BELOW) 13'-5" Lu z°A=1/4"0x1 W� W LL UJ 5 1/2" @12" O.C. B=3/8"0x1 1/2"@16" O.C. C=3/8"0x1 12"®12" O.C. D=7/16"0x1 1/2"Q12" O.C. E=3/8"0x2 1/2"®16" O.C. F=7/16"0X2 1/2 @16" O,C. G=7/16"0X21/2" @12" O.C. H=3/8"0X2 1/2"®12" O.C. J=1/4"0x1 1/8"@16" A.B. K=1/4"0x1 1/8"@12" A.B. EXIST. RAFTER DRAWN BY: KK ALLOWABLE DECK / RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2" x 4" FULL OR 16" O.C. V-6" 14'-5" 7'-7" 4'•5" 2'-0" • B'-5" 4'4" 2'-4" 24" O.C. V-6" 8'-2" 4'•3" 2'-5" 2'-0" T-9" - 7'x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'-0" 17'-5" 9'4" 5'-6" 7'x8" FULL 24" O.C. 2'-0" 23'-1" 22'-1" 13'-5" NOTE: 10, 20 & 30 L.L.= DRAWN BY: KK 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE MAX. DIST. NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) TO FIRST POST USE: COVER SUPPORT (2}3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. BEAM OR WALL THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN 3O ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & 7 OF 30 11.1.2. SCALE: NONE OR 25LEDOER &60R2= rro. na 3 HORO:. WIND ■ w.woays 1 0 SMS T&B AT 12" O.C.. 10# L.L.-(2)#B SMS EA. SIDE 20#/30#L.L.-(2)#10 SMS EA. SIDE 3/16" B" 0 STEEL _ _ _ ___ ___ 0 1/4"0 HOLES,TYP. �3/4" OR 1 1/2" 0 NOTE: PROVIDE WATER B O PROTECTION, METAL FLASHING 12" O O CAUCKJOINTS AND SLOPE MIN. OR 8" T TO DRAIN I RAFTER TYPICAL BRACKET 2-120x3" WD. SCREWS LL -O DRAWN BY: KK & 30 PSF MAX. DIST. 2-#14x2 3/4" WD. SCREWS ALL TO FIRST POST OTHER DESIGN LOADS. COVER SUPPORT CRAFTER -703 BEAM OR WALL WALL CONNECTION 3O 1 1/4' ® 4'0.C. DRAWN BY: KK ��� ��� OINC. MAX. DIST. LIVE LOAD a TO FIRST POST \ COVER SUPPORT DATE: 11232002JAME6 BEAM OR WALL EAVE LENGTH 17-W «L« 7 OF 30 ER -2840P SCALE: NONE OR 25LEDOER &60R2= AND BRACKET ATTACHMENTS HORO:. WIND ■ 8269 ALPINE AVE„ SACRAMENTO, CA 95826 958u RAFTER }#10x1 3/4" (3}iNI 12" W.S. (916)462-M4 FAX 403.1519 aab om 1Oe Ro. owooer� PATIO COVER NOTE: PLACE "SIKA FLEX" OR SIMILAR MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET MAY BE MOUNTED 4O BRACKET CONNECTION BELOW RAFTER W/ SAME CONNECTIONS. I.C.C. E.S. EVALUATION DRAWN BY: KK ��� ��� OINC. LIVE LOAD a PATIO CO SYSTEM G. - SHEET REPORT NUMBER DATE: 11232002JAME6 G. FOX, CIVIL ENGINEER HANGER CHANNEL 10, 20 & 30 Pat DURALUM PRODUCTS, INC. 7 OF 30 ER -2840P SCALE: NONE E 8080 TELEGRAPH RD., DOVMEY, CA 80240 AND BRACKET ATTACHMENTS HORO:. WIND ■ 8269 ALPINE AVE„ SACRAMENTO, CA 95826 958u REVISED BY: K.K. & D.P. 582 806 1337 FAX:927.2509 toxo holmaA.00m 70, 90 & 110 MPM (916)462-M4 FAX 403.1519 aab om 1Oe Ro. owooer� COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS USE 2 EA. 6" APART MAX. 1.50" I—F 1.50" 3.00"SCI. I r .2811 FT 032" TWIN POST 1.5" SQ. ALUM. POST ALUM. ALLOY 3004-H36 V%ALUM. ALLOY3004-H36 i , ; i r,:; •: I AL1 USE a ' 1.50' ' t ; 4Z ALUM. ALLOY 1 1n" ACKET , 1 SQ. POST ]�JBF;tq "LONG OR (2) EA: AT 1 1/2"--1 050" ((��� ; ROLLFORM 1.50" '.062'1 0 INSTALL WASH. PLATE 1-1/2" SQ. x3/16" WHEN USING IN 110 MPH WIND AREA MATERIAL: 3004-H36 ALUM. @ ROLLFORM 6063-T6 ALUM. @ EXTRUDED . "U" BRACKET r3 f 2 1 037' #10 SMS —13.00" $Q. .024' @24"'O C. EA. SIDE 14"R TYR ll 032" .024 .28" 5/8" PLASTIC PLU III. rv"71 '3:00"•OR w . 1%"x 5/16" x 5V WHEN USING IN 110 MPH WIND AREA M-11LIPuY1m T:736I:4m X' O . nL_ulVI. rIJO PLATES D 6 D04 -H36 3" SQ. STEEL PO ASTM A653 SS GR= 1.375" rp 7/16"OHOL � 511 ASTM A653 SS GRADE 40 STEEL D" _. _' TYP. USE FOR 3" POST ONLY Ilk 2- 5116"0 .157". TYR, 3.00" SQ. O .0 5" UM. EEL O O ALUM. ALLOY 6063-T6 =t. ui G =3" Q.Xt=.188"I H =3"SQ.xt=.250'11 c a J=4"SQ.Xt=.1881 K=5"SQ.xt=.188" 3.0"4.0"OR5.0" SQUARE STEEL POST ASTM A653 SS GRADE 40 2 FLANGES 2118" APART BASE FLARES TO T WIDE EA. SIDE OF FLANGES 1111-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE STEEL "T" BRACKET 7 1/2" MAXI 1 1/2" SO. POSTS SHOWN 2 118"2 1/8" "U" BRACKET (� 12' MIN. FROM CENTER OF BOLT PATIO COVER SYSTEM ASM G. Y: 1 1/2" SQ. POST DATE: 1193/2002 �� JAMES G. FOX, CIVIL ENGINEER COLUMN/ W/4-#10 SMS OR DURALUM PRODUCTS, INC. SHEET ER -2840P 1- 114"0 M.S.'EA. E 8080 TELEGRAPH RD., DONAVEY, CA 60240 T POSTTYPEs 1' 0 POST, 8 OF 30 1' 2" 'T" BRACKET 70, 90 & 110 MPH (816)452.7021 FAX 403.1516 sate UmluMMMI 3"SQ. POST W/ (2}#10 SMS EA. 7 GA. PL. (.18") SIDE OF POST OR C 11/16"0 ROD 3/16" 114" M.B. THROUGH Z 1040 STL POST AUGER PARTS PAINTED 20" 1 1/2" TWIN POST: (1)-114" 0 M.B. OD f v RUST-O-LEUM" OR EQUAL OR HOT DIPPED GALVANIZED PER POST (2 -TOT.) 4 N 0 OR ELECTROPLATED 4" DIA S GA r 3"SQ.POST BRACKET: (1) 0 M.B. ® PERR SSIDE (2 -TOT.) Z tr ASTM A-36 HELIX 3 NOTE: SINGLE PASS WELDED AUGER ANCHOR MAY BE USED WITH OST TWINPPOST oR s"sQ. A UM"SQ. N0. 2.3 ONLY. �• NOTE: STEEL FOOTINGS AND AUGER ANCHOR TO BE °J'S4W" USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. C= enur" Ci ec onCT CoerlKir_ TAMI a eno Cceri"in 7 1/2" MAXI 1 1/2" SO. POSTS SHOWN 1 1 I 12' MIN. FROM CENTER OF BOLT PATIO COVER SYSTEM ASM G. Y: TO END OF POST 21/rx 2 112" x 7 GA. STL. PLT. ASTM A36 i�SA 7G STEEL PLATE ASTM A36 AUGER PARTS PAINTED "RUST-O-LEUM' OR EQUAL OR HOT DIPPED GALVANIZED OR ELECTROPLATED SINGLE PASS WELDED STEEL FOOTINGl 1 I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM ASM G. Y: REPORT NUMBER DATE: 1193/2002 �� JAMES G. FOX, CIVIL ENGINEER COLUMN/ 10, 20 s 30 pat DURALUM PRODUCTS, INC. SHEET ER -2840P SCALE: NDNE E 8080 TELEGRAPH RD., DONAVEY, CA 60240 T POSTTYPEs HORIZ. NAND = 8268 ALPINE AVE, SACRAMENTO, CA 85826 8 OF 30 REVISED BY: KK & D.P. 582 606.1337 FAX:627.2508 foxe hotmall.mm 70, 90 & 110 MPH (816)452.7021 FAX 403.1516 sate UmluMMMI JOB NO. QFRQV 4 NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: KK r�7{1�� FOX GI EERINO INC. COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS 7 1/2" DATE: 11/232002 JAMES G. FOX, CIVIL ENGINEER ALUM.TBRACKET USE WITH POST TYPE B,C,D, OR E. 10, 20 & 30 psf STEEL POST ONLY: 9 OF 30 ER -2840P MAX,1/2" . FROM MINE POST STEELTBRACKET USE WITH 8288 ALPINE AVE., SACRAMENTO, CA 96828 ' POT TYPE p G, HST OR K ( ) F30R POST TYPE J 70, 80 & t10 MPH FAX 403.1619 We ursk m.00m CENTER OF BOLT POST TYPE B,C,D,E,F,G,H,J OR K I TO END OF POST. 3' SO. POST ALUM."RACKET: 4 USE KWIK (2)-1/4"0 x 3 314' HILTI BOLTS OR EQUAL 1/2 DEPTH OF I 2 12"OBOLTS CR 16"INSERT (2)-1/4"0 IJLTI "KWIK"' STEELBRACKET: T FOOTING OR I ALL OTHER CONDITIONS 46. X .188" BOLTS, O EQUAL, EACH SEE NOTES BELOW USE (2)J/8-0 HILTI KWIK 12' MIN. EMBD. 1 ASTM A36 BRACKET TO SLAB. ("PER BOLTS OR EQUAL , . STEEL ICC E.R.4627, EMBEDED 2 1/2" MIN., & APPROVED' i I T.O.C. FOR 325# PULL OUT) I U"SO.BASE T. 4 ^ 3 1 ' y� 0 18"SO.SASE PLT Or DETH n <, : 00 = 3/16" 7,STMA36-STEEL ��:•:'.' SLAB SHALL BE IN v POURED CONCRETE FOOTING SEE NOTE '�• GOOD CONDRION :�".; : 3- 3" SD. POST Sl'L - =, ( ) - FOR SIZE (1 r1/2"OM.B. o FLUTED OR 4" SQ. POST (STL.) 6EEFOOTIN SCHEDULE QUAR x LONG, 1' FROM END SQUARE SEE FTGS, INSERT OF POST SCHED. PL.1/2"THK --� EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING 8O S INTPOMBED. 9 OO FOOTINGIryG 1 12° 7" 1 112" 1 1/2" 9" 1 12" 2" 14" 2" VVELDEO STEEL BASE PLATE ATTACHED ATTACHED ONLY NOTES: BASE PLATE SCHEDULE ALTERNATE FTG. FOOTING & ANCHOR BOLTS PLT. SIZE MAYBE USED WITH POST TWE, SEE sliT. 1. DO NOT USE ALUM. "r BRACKET WITH 3X8 BM. 10'6Q:x12' B, C; F, G CUBE SIZE SO. 18" DEEP 'CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. WANSERT, MAG. BEAM, 4", 7" 12'SQ.xl/2' 8, C, D, F, G. & H 181, 18" SQ. 12" BOLTS OR 10"I -BEAMS. 18'60x1/2" B. C. D. F. G. & H ' 20" 21" SQ 12" 23' & 24' CUBE (2)-1/2"0 PULL-OUT= 3 12" 2. POST TYPE E 62511 MAX. EACH INSTALL WASHER PLATE, 2" X 1{ 22" 25' SQ. 16" 25"- 30' CUBE (4}12 0 PULL-0UT= 3 12" " X 0'SJ," AT STEEL "T" a T4" z8' SQ. zo" 8250 MAX EACH 6RACK = (4}865# FREESTANDING T6" 32" SD. 23" 31" • 3a"CUBE MAXEACH 865# MX EACH 4" 3. POST TYPE F BASE PLATE ANCHOR 28" 35" SO. 25" (4)-3/4"0 PULL—OUT=DO—NOT USE STEEL'T' 28„ 35" - 39' CUBE 13750 MAX. EACH 8' BRACKET Wn" AND 10" BASE PLATE ANCHOR BOLTS (SIZE & TYPE 30" 39" SQ. I -BEAMS. 32"43" SQ. 30" 40" -42' CUBE (4}1.0 PULL-OUT= 8" 10"x10"x 1/2' (4} 3/4'0 x B' EMBEDMENT KWIK BOLT41 HILTI 1835# MAX. EACH 4. POST TYPE G SS 94" 47" SQ. 32" DO NOT USE STEEL "T" PER I.C.C. E.S. #4627, NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II BRACKETS W/ 10"1 -BEAMS. PULL-OUT VALUE=1875# EA. 36" 51" SQ, 34" OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER 38" 55' SQ. 37" I.C.C. EVALUATION SERVICE INC., ER#4627 12'x12'x 12" (4} 1'0 x 9"EMBEDMENT 40„ 60" SQ 39" HILTI SS KWIK BOLT -II PER I.C.C. E.S. #4627, 42" 64" SQ. 41" PULL-OUT VALUE=1995# EA 44" • CUBE FOOTING W/ 3 12" SLAB • 18"xl8'x 1/2" (4} 1'0 x 6" EMBEDMENT HIL71 SS KWIK SOLT41 PER I.C.C. E.S. #4627, PULL-OUT VALUE= 3740# EA �a .ren ow. "e"sm NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED I.C.C. E.S. EVALUATION DRAWN BY: KK r�7{1�� FOX GI EERINO INC. LIVE LOAD e O CO G. Y: SHEET REPORT NUMBER DATE: 11/232002 JAMES G. FOX, CIVIL ENGINEER COLUMN! 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 9 OF 30 ER -2840P SCALE: NONE -TI E 8080 TELEGRAPH RO., DOWTIEY, CA 80240 POST HORIZ. WIND- 8288 ALPINE AVE., SACRAMENTO, CA 96828 REVISED BY: KK & D.P. 582 806.1337 FAX:927-2609 Nxen trnee.eom 70, 80 & t10 MPH FAX 403.1619 We ursk m.00m ioe Ma osmon4 HEADER BEAM TYPES & ATTACHMENT DETAILS 1.52" GUTTER EXT. CLIP GUTTER EXT. CLIP 3.0011 SQ. 2.00" SPLICE MERE SPLICE MERE 1.79 OCCURS SPLICE WHERE OCCURS OCCURS 4.6* (62.57" 4.r TYR F ..73". 14"R 2.19"2.04" NP.00 Toes 2.08" 2.04. 065" TYP. J LimTYP. --4.000(r . 2X ASTM A653 SS GRADE 40 .035" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY. FASCIA -ALUM ALUM. ALLOY 6063-T6 6063-T6 ALLOY 3004-Hk6063-T6 O O O E 6.5" ROLLFORMED ;. @ 4.5" GUTTER tk4A_G7G0TTE MAG BEAM 3" SQ. STEEL BEAM 3.0" W 2" MAX. _T SPLICE7 I SPLICE WHERE .042" WHERE 4 SPLICE WHERE OCCURS .0 4" 8.01, OCCURS 1170" OCCURS 032" TYP. 101, TYP. i . TYP. J2 ALUM. ALLOY 3004+136 ALUM. ALLOY 'ALUM. ALLOY ALUM. ALLOY 3004 H36 OR EQUAL 6063-T6 8063-T6 ALUM. ALLOY OR EQUAL 6W3 -T6 4" I -BEAM 7" I -BEAM 10" I -BEAM O DBL. 2 x 6.5 BEAM 33 x6'BEAMS .25" ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS -T �MT' T' �'I-BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM AX 142" 8" s .042" T-14 I BEAM - 12"x 3 1/4" x 12 GA. STEEL C -BEAM 7. 5" ASTM A853 I FfDE 60 $TO" I -BEAM = W10 x15or S8 x 18.4 STEEL I -BEAM oft ALUM. ALLOY 3004-H36 O ALUM. ALLOY 3004-H36 OR EQUAL OR EQUAL 2.875" '3'x' 8 BEAM W/STL. INSERTm 3 x 8 BEAM DBL. 3 X'8 BEAM STEELINSERT I.C.C. E.S. EVALUATION DRAWN BY: KK X ENGINEERING INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBEW!'-"' DATE: 11=002 F JAMES 0. FOX, CIVIL ENGINEER 10. 20 & 30 psf DURALUM PRODUCTS, INC. SHEET S El SCALE: NONE J_- 1 E 8060 TELEGRAPH RD.. DOWNEY, CA 90240 BEAM TYPE s I HORIZ. WIND 8269 ALPINE AVE., SACRAMENTO, CA 95826 10 OF 30 REVISED BY: KK&D.P. (602)606-1337 FAX*927-2509 ftnnafthoumlAwo 70, 80 8 110 MPH (916)452.7021 FAX sales@durstum.com XM NQ GFC2494 x SPLICE DETAILS I s BEAM 'TO POST DETAILS 72 SIMPLE SPLICE FULL MOMENT I I I IP. VALLEY, TYP. �`, (e TOT .S. n #12 S.M.S. TYP. THICIpNESS =.035" (24 TOT TYP. THICKNgSS =.035- II 8.38" II ' + 11 + + ++ + + 11 + + ++ a; ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCt R IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY I „NOTCH I -BEAM FLANGEAs NEEDED TO CLEAR SPLICES — ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SQ. POST,CONECTTWEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY E USED. (6(81 -TB) ALTERNATE I TO POST W/(2)-1/2-0' 4 STL. C -BEAM �` THRU-BOLTS ' t SPLICE WHERE 7n OCCURS 11" , ALUM. ALLOY 8063-T6 7" I -BEAM TOTAL- (B}t/2"0 BOLTS DRAWN BY: KK 1.25" UVELOAD- PAT 0 CO R S M FG.Y:• • o � 0 0 C 0 " 4.5" 10,20 & 30 pd DURALUM PRODUCTS, INC.BPIJCE 11 OF 30 ER -2840P 0 0 3,.4„ DETAILS HORR. NAND= 8288 ALPINE AVE, SACRAMENTO, CA 85828 e REVISED BY: KK. 3 D.P. 16" 1" 70, 90 8110 MPH T-0" JOB NO. 0703-M SO. POST BEAM TO POST CONN. #12 METAL BACKED, 'NEOPRENE WASHERED TEK SCREWS @8-0.C. +- AX. STAGGER IN BEAM FLANGE MOMENT C -SPLICE ROOF PANEL NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY I E USED. SPLICE VM occul ALUM. ALLOY 6063.76 10" I -BEAM TOTAL= (12}1170 BOLTS DRAWN BY: KK FOX G UVELOAD- PAT 0 CO R S M FG.Y:• • SHEET 77. O 3.5" O 3.5" C 0 0 O O O O 0 10,20 & 30 pd DURALUM PRODUCTS, INC.BPIJCE 11 OF 30 ER -2840P 6CALE: NONE 3,.4„ DETAILS (4}1/4"0 M.B. BEAM T'x4" ALUM. "I" BM. / TO BRACKET ; i ( 2- 3/8"0 M.B. THRU STL. "T" F-- BRACKET TO POST. POST, SEE SCHEDULE ALTERNATE BEAM TO POST CONN.° . eu.-ao-moe i a cg I.C.C. E.S. EVALUATION DRAWN BY: KK FOX G UVELOAD- PAT 0 CO R S M FG.Y:• • SHEET REPORT NUMBER DATE: I la=002 JAMES 0. FOX, CIVIL ENGINEER 002)8DS-1337 10,20 & 30 pd DURALUM PRODUCTS, INC.BPIJCE 11 OF 30 ER -2840P 6CALE: NONE 8050 TELEGRAPH RD., DOWNEY, CA 90240 DETAILS HORR. NAND= 8288 ALPINE AVE, SACRAMENTO, CA 85828 e REVISED BY: KK. 3 D.P. FAX:927-2509 fbxennChotym am 70, 90 8110 MPH 18 452-7021 ' FAX 403.1519 ii1amMuritifiLcoml JOB NO. 0703-M BEAM TO POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA BRACKET AT EACH ( WOOD, ALUM. OR HARD80RD1 1 1/2' SQ. POST ALUM. x.080" ALLOY 3004-H36 (2)-910 S.M.S. EA. SIDE (4) -TOT. 2410 x1/2"S.M.S. AT EACH POST #10 S.M.S. TOP & BOTT. (2}TOT. 2412 x M- S.M.S. EACH SIDE OF 3" ' ' ALTERNATE #10 x 1/2" S.M.S. TOP SQ. POSE (4707gqLL)� 1/4"0 BOLT AND WASHER ALTERNATE: i01RAOLTW1WASHER ON CENTERLINE AT & BOTT. (2)-707. 1 1/a" EA SIDE OF 3' SQ. POST EACH POST. j F) I PLAN OF RACKET ROOF PANEL 4' 6 1 + — — — — — 7 T-ROLLFORMED OR .75 I O EXTRUDED GUTTER +h I• i§ i FASCIA ALUM. BRACKET — — i 3" SO. POST #10 S.M.S. @1T'O.C. 2.35"' 6 1n"x2"x 024"RAFTER 241D x 117 S.M.S. EACH SIDE OF 3° FRONT FACE FASCIA SQ. POST(4TOTALI ALTERNATE: 1/4"0 BOLT W/ WASHER EA, SIDE OF 3' SQ. POST LOCATION OF 11rz" SQ. POST RAFTER 'TAIL" TO GUTTER 15 (2 12 S.A(.S. (2 PER SUPPORT) TO FASCIA. GUTTER FASCIA 9° SQ. POST ORR .24C MAG BEAM 3" SQ. POST 2 • GUTTER FASCIA 3"SQ. STL. BEAM 14 MAG BEAM 3.80, POST 3"SQ. STL. BEAM 13 ALUM. ALLOY 3004-1-136 NO: 7167 7 eXP.0e1i06! 1.50" 1.50" .28" 211 211 11/. —� ' .O1$' LIVE LOAD= PATIOCO R S TEM A MFG. 8 : 1 1/2" SQ. OR P 1/2" 2" LATTICE TUBE F JAMES G. FOX, CIVIL ENGINEER 8x2"SMS OR 2 1/2", TYP. RAFTER `1 1/2" SQ. LATTICE OR 2- @ 3"O.C. MIN. & 7"O.C. MAX. LATTICE TO RAFT. 17 1/2" 040" 3004-H36 ALUM. ----- v SCREWS NOTED IN DETAIL NJ TO BE @ CENTERLINE 1/2" MIN. EDGE DISTANCE, TYP. FASTENER, PER DEATIL k V G 1 /11 LJ W= 2 1/8" OR 1 1/8" FOR 6 1/2" RAFTER & W= 3 1/8" OR 2 7/8" FOR 8" RAFTER "U" BRACKET - GENERAL ni I.C.C. E.S. EVALUATION DRAWN SY: KK I LIVE LOAD= PATIOCO R S TEM A MFG. 8 : REPORT NUMBER DATE: 1123/2002 • ' F JAMES G. FOX, CIVIL ENGINEER 10, 20 s 3o Psr DURALUM PRODUCTS, INC. SHE ER -2640P SCALE NONE E 8080 TELEGRAPH RD., DOVJNEY, CA 80240 BEAM TO POST HORIZ. WIND = 8288 ALPINE AVE., SACRAMENTO, CA MM 1(81A)4r7-7071 12 OF 30 REVISEDSY:KK&D.P. (582)806-1337 FAX:927.2808 foxe hehnelLcom 70,90&11OMPH FAX4031518 tel uraWm.00m �uaotaamu r DOUBLE . RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION 1 112" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER - BOLT CONNECTION PLAN 2 ALTERNATE: 4-#14 S.M.S. EACH RAFTER TO COL. CONNECT. (8 TOT.) a 3"x 3"STL.POST (24") ALTERNATE : INSERT ATTACHED OR (2)-2x8.5" OR 3"x 3"STL.POST COLUMN I (2)-3"x8"HEADER FOR FREESTANDING _ (2) -1/2 -BOLT 2"x 6.5" SIDEPLATE DBL. RAFTER / DBL. HEADER CONN. 79 #8 S.M.S. EACH SIDE r—LATTICE 1 1/2" OR 2" 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 4 2 - #10 S.M.S. EACH RAFTER Tb COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 2x6'5" OR (2}3"x8" HEADER 3"xTW.024" (1)- 1/2" BOLT OR CONNECTOR (2)-#10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CON 20 /BEAM SPLICE TO. J/ OCCUR DIRECTLY OVER 5/6" 0 PLASTIC POST. NOT PERMITTED PLUG WHERE I @ 2 -POST UNITS SCREW IS INSIDE 1 .5 #14 SMS MA) BE USE AS 3.5" 3.5" ALTERNATE ' 3.5" . 3.5" 114"E BOLTS 8" BEAM ED OR 0 , 6414 SMS EA. SIDE 6 1/2" SIDEPLATE EA #14 SMS EA. SIDE I j SIDE SEE POST SCH TOP, MID HEIGHT AND BOTTOM. ' 3"SQ. POST BETWEEN SIDE PLATES tBEAM:TO ROS.T_C0NNECiT10N POST SCHEDULE 21 3" SQ. x.024" + (2)-2" x 6 1/2" x.024" Fil W/ (6)-#14 S.M.S. EACH -SIDE. USE ON CONC. SLAB ONLY F 2� 3" SQ. x.024" + (2)-2" x 6.1/2" x.032" W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB OR FOOTING. AOF I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAD; PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11232002F JAMES G. FOX, CIVIL ENGINEER LATTICE 10, 208 30 psf DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE: NONE E 8060 TELEGRAPH RD., DOWNEY, CA 90240 CONNECTIONS HORM NAND- 8269 ALPINE AVE., SACRAMENTO, CA 95826 13 OF 30 REVISED BY: KK 6 D.P. (602)806-1337 FAX:927-2509 fmm tme3.com 70, 908110 MPH18 482-7021 FAX 403.1519 pb lum.com JODNaoFoaan� 10# Ll, r-7-0+90-MPHFREESTANDING & ATTACHED SOLID PATIOS 12'. OR LESS � � 6.5" ROLLFORM 4" I-BEAM 4.5" / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM J 70 & 90 MPH 70 & 90 MPH 70 & 90 MPH 70 & 90 MPH 70 & 90 MPH MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED m $ a Z: SPACING ' POST POST POST POST FTG MIN. POST FTG MIN. SPACING FTG MIN. FIG MIN. SPACING FTG MIN. FTG MIN. SPACING POST FTG MIN. FTG MIN. SPACING FTG MIN. FTG.MIN. �w0 TY E ( POST POST POST POST TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE' " (IN.) IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE CIN.) 4' 17'-0" 14'-3'. 2�7 F 22 A� 21'-9" 29 (� 22 p`� 15'-7'1 2�7 G 22 A� 16'-4" 2�8 G 23 A/g 13'-7,1 2�6 F 22 AXB 29 G 22 A 14'-0" 2�7 F 23 AX 14'-7" 2/8 G 23 AX 12'-2" 276 F 22 AXB 5' 13'-7" 12'-9" 2�7 F 23 AX 29 19'-6" �p Xg 6 „ 29 „ 26 „ 27 „ 24 6 11-0 11-7 '7 F 23 B 171-911 70 G 23 B 12 -s �7 F 24 B 13-4 /8 G124 B 11-1 76 F 123 B 7' 9'-8" 10'-911 277 F 24 B 16'-5" 270 G 24 B 11'-D" 277 F 24 B 12'-4" 2 28 G 25 B 10'-3" 276 F 123 B 6 23 23 21 8' 8'-6" 10'-0" 274 F 24 B 15-4 /7 G 24 B 11-0 �4 F 25 B 11-6 /4 G 25 B 9 -7 /2 F 24 B 9' 7�=7„ 9,�„ 23 26 -F. 25 g 14'-6" 277 G 25 g 10'-5„ 2�4 F 26 g 10'-10„ 274 G 26 g 9'-0" 2�2 F 24 g 10' 6'-9" 9'-011. 2'4 F 25 B 13'-9" 2/7 G 25 B s'-10•• 27a F 26 B 10'-3" 2�4 G 26 B 8'-7" 2�2 F 25 B 11' 61_211 8#7711 2�4 F 26 g 13'-1" 2%7 G 25 B 5'-5" 2%a F 26 B 9'-10" 2%4 G 27 g 8'-2" 2%2 F 25 B 12, 1_ "'13-4!1_ „ 6 „ 23 ,_ „ 23 " 20 5 8 74 F 26 B 12 7 77 G 26 B s 0 �4 F 27 B 9 5 /4 G 27 B T-1 0 �1 F 26 B 1'3' 5'-2" 7'-10" 20 26 12'-1" 23 6'-8" 20 27 9'-0" 23 7'-6" 20 26 F g /4 G 2s B ( �1 F g /4 G 27 B /1 F B 14' 4'-1011 7•_7•• _ 20 27 11'-7.1 3 26 8'-4" 20 27 8'-8" 20 7'-3" Ni26 /1 F B /4 . G B /1 F B /1 G 2s B F B 1.5' 4111 7'-4" 21 F. 27 B 11'-3° 2%4 ' G 27 B s'-o" %1 F 2a B 8'-1" %i G 2s g 7'-0" % F 2s B 16 4�_3' " 7'-1" 2 27 10'-10" 3 -9" 20 20 -, 20 ' /1 F B :/4 G 27 g 7 /1 F 2s g s 1 / G 28 g s s /, F 27 B 20 ,� 23 „ 20 20 11 20 17 4'_p" 61-101* /1 F 27 B 10 -7 ,/4 G 27 g 7 -7 I /1 F 28 g 7 -11 /1 G 29 g 6 -7 /1 F 27 g 18' 3'-9" 6'-8" 179 F 28 B 10'-3" 271 G 28 B T-41 1�9 F 29 g 7'-8„ 1�9 G 29 g 641 1N9 F 27 g 19' 3'-r' s'-15 1%9 F 2 B 10'-0 2 / G 28 B 7' 1�9 F 29 B 7'-s„ %9 G 29 B s'-2,1 ,/s F 27 B 20' 31-411 61-4" 79 F 2 9'-8 2 21 F 28 B 7'-0' 19 F 29 g 7'-3" 1%s G 29 B 6'-0" 1 19 F 28 B 21'3'-211 6_21, 18 F 2 9'-6 ' / F 28 B 6,_911 1�9 F 29 B T-1" 1%, G 30B 5'-1 r' 1%s F 28 B 00 NOTE: ti FOOTNOTE: "SAMPLE" FOOTING SHOWN IN CUBIC INCHES o 0 WITHOUT SLAB. z c i1 GURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = t2'-0"� SEE ALTERNATE FOOTING TABLES NO. 21643 SHT. 9 FOR ATTACHED & m°"'°°° SHT: 29 FOR FREESTANDING— qy c_ 4o FOX E . E.S. EVALUATION DRAWNBY: KKIILIVE LOAD= PATIOOVRYEM AS MF. BY:JAMESGFOX,CIVILENGINEERPOSTSPACINGTABLESHEET ORT NUMBER DATE:11n3R0o210,20 a soPr,rDURALUM PRODUCTS, INC.70/80FREESTANDING14 OF30 84DP , y SCALE: NONE 8080 TELEGRAPH RD., DOWNEY, CA 90240 AND ATTACHED HORIZ WIND 8269 8289 ALPINE AVE, SACRAMENTO, CA 96826 _ REVISED BY: KK 8 D.P. 662 808.1337 FAX:927.250P faxen tmeA.00ln 70, 90 8110 MPH l(9181452-7021 FAX 403.1519 sale�duralumcom roe NO'O�O°�4 1'0# L L 70 / 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' ORI LESS DRAWN BY: KK O ENGINEERING 7" I -BEAM DBL. 2"x6.5"x.024"BEAM 13 EA oX 3„ Xt, M 3"x8" BEAMw/INSERT , F o m Jo Z c>— a z . �U30 >�v, MAX.POST SPACING . 70 MPH 90 MPH 70 & 90 MPH MAX.POST SPACING 70 & 90 MPH MAX.POST SPACING 70 & 90 MPH MAKPOST SPACING 70 & 90 MPH t)o m FREESTAND FREESTAND -133-,FAX927-2509 faxen Ootrti9.tom ATTACHED FREESTAND FAX 403-1519 sank umIum.com ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MINIpOS. T TYPE FTG jIN.) POST MIN. TYPE FTG (IN.) MIN. PTFE FTG (IN.) MIN. POST TYPE �G (IN.) MbIN, TYPE �G (IN.) MIN. POST TYPE �G (IN.) MI E 4' �7 0��� �45 -3�, 3/318 G 4�1 G 32 B/ 11'-7�� 2 7 F 20 A/B 13'-10" 2 6 F 21 B 29'-3" �5 G 27 B 4' 5' 13'-7" 40'-6" 3X7. G 471 G 33 B� 10'-6" %17 F 21 B 12'-4" ✓26 F 22 B 26'-2" /35 G 28 B 5' 6' 11'-4" 3T-0" 3/37 G� 40 41 G 34 1 B� S,_7�� 2X7 F 22 B 11'-3" %16 F 23 B 23'-11" 75 G 29 B�C 6' 7 9-8' 34-3 „ 34/ /35 G 40 ' G1- 35 B� s'-10" 6� %27 F 22 B 10'-5.. 4� %26 F 23 B 22'-1" 34� /35 G 30 B/C 7' 8' 8'-6" 32'-0" 33/ G 641 %38 G 35, B� g��„ 23/4 F 23 B 9'-9.. 21/ F 24 B 20'-8" 3X3 G 31 B/ 8' 9' 7'-7" 30'-2" 33/ G 3/36 G 36 E �T-10" 2/24 F 23 B 9'-5" %22 F 25 B 19'-6° 3/33 G 31 B� g' 10' 6'-9" 28'-8" 3X4 G 36/8 G 37 E� 7 -5"� ^2% F 24 B 8'-9" 21/2 F 25 B 18'-6" % G 32 B� 10' 11 6'-2" 27'-4" 32/2 G 36/8 G 37 E/F 7'-1 �� 23/4 `F 24 B 8'-4" 21/2 F 25 B 17'-8" %33 G 32 B� 11': 12' 5'-8" 26'-2., 3�2 G 36/6 G 38 E� 6 _o�� 23/4 F` , ` B 8'_Oil 21/2. F 26 B 16'-11.. 32/3 G 33 B� 12' 13' S'-2" 25'-1" 3�2 G 336 G 38 E� 6�_6�� 2/21 F 25 `Bi 7-8 2/21 F 26 B 16'-3" 2//3310 G 33 _B� 13' 14' 4'-10.. 24'-2" 3�2 G /36 G 39 E� 6 -3 2N F 25 B 7`4" 2% ' F' 26 : g 15'-8" 2%o G 34 B� 14' 15' 41-61' 23'-4" 3/32 G 3%6 G 39 E/ 6'-0 2/Z1 F 25 B 7'-0° 20 F . 27 B 15'-2" % G 34 B� 15' 16' 4'-3" 22'-7" %32 G /36 G 40 F 5'-9" %21 F 26 B 6'-8" 2/21 .F` 27 B 14'-8° 270 G 34 B� 16', 1 T 4'-0" 22'-0" 30/1 G 3�g G 40 F S'-6" %11 F 26 � B 6'-4�� 2�1 F , 1 B 14'-3.. 29/ G 35 B� 1 T 18' 3'-9" 21'-4" 3% G 3%4 G 41 F 5._3.. 1�9 F 26 B 6'-0.. 1j9 F 28 B� X113'-10" 26/7. G 35 B/ 181 19' 3'-7" 20'-9" 3% G 3% G 41 F `�_0.� 1%9 F 27 B 5�:8�� 1�9 F 28 B ..13 5'� %27 G 35- B� 19' 20' 31-411 20'-3" 3No G % G 41 F 4'4- N9 F 27 B 64" 1i9 F 28 B G 36 B/ 20' 21' 3'-2" 19'-9.. 29/0 FX 3X3 G 42 F 4�'6 .1y9 F 27 B 5'-0" 1%9 F 28 B 12'-9" 2,16 36 B� 21' NOTE: FOOTNOTE: "SAMPLE" FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. FIGURE INDICATES MA):.. HT. 10'-0" FIGURE INDICATES MAX.. HT.=12'-0" SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING PpOF[4p �Ev 4 1 m..»ame Al nye CM •NCJI� I.C.C. E.S. EVALUATION DRAWN BY: KK O ENGINEERING LIVE LOAD. 0 COVER S G. Y: SHEET REPORT NUMBER DATE: I V232002 JAMES G. FOX, CIVIL ENGINEER 0(562)B06 POST SPACING TABLE 10, 20 & 30 psi DURALUM PRODUCTS, INC. 15 OF 30' ER -2840P SCALE: NONE 8080 TELEGRAPH RD., DONMEY, CA 90240 70190 FREESTANDING ATTACHED HORIZ. NAND • 0289 ALPINE AVE., SACRAMENTO, CA 93828 NO'°MM4 REVISED BY: KK. & D.P.AND -133-,FAX927-2509 faxen Ootrti9.tom 70, 90 & 110 MPH1(we)4U-7021 FAX 403-1519 sank umIum.com 10° 10A .L. -110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS >_6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM Z 110 MPH 11 O MPH 110 MPH 110 MPH 110 MPH S o v MAKPOST FREESTAND ATTACHED MAKPOST FREESTAND ATTACHED MAKPOST FREESTAND ATTACHED MAKPOST FREESTAND ATTACHED MAKPOST FREESTAND ATTACHED S NO SPACING FTG POST �C'' POST SPACING �G, POST �G' POIST SPACING �G, POST �G' POST SPACING �GJ POST �G POST SPACING FTG; POST �G' POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.' TYPE (INJ TYPE (INJ TYPE (IN.) TYPE (IN.) TYPE =(IN.) TYPE (IN.) TYPE 4' 17'-0" 11'-7.. 3/32 F' 23 A� 18r�rr 3/36 H 27 AX 12'-9.. 32/3 F 24 A� 13'-4" 3� F 25 A� 11'-1" 3/ F 23 A/ 5' 13'-7" 10'-4" 3 2 F: 24 AX 16'-5" 3 g G 28 A� 11'-5" 3/33 F 25 A� 11'-11" 3 �F' 26 A� 9'-11" 3�2 F 23 A� 6' 11'-4" T-6" /'32 F 23 A� 15'-o" 376 G 29 B 10'-5" 32/3 F 26 A� f 0� y3 4 F 26 A� 9'-0" 3%2 F 25 A� 7' . 9'-8" 8'-9" /'d2 F 26 A� 13'-10". 376 G 30 B 9'-7" 3X3 F 26 rA�B 10'-0" 3j4 F 27 A� B'-4" 3�2 F .25 AYB 8' 8'-6" 8'-2" /Z9 F ' 26 A� 13'-0.. 32/3 G 31 B 9'-0" 29/0 fF' 27 A� 9._5.. 30/1 F 28 A/B 7'-10" %Z9 F 26 A� 9' 7'-7,.. 7'_g" /29 F 27 A/B 12'-3" 31333 G 31 B 8'-6" �?�3p F 28 A� 8'-10" %31 F 28 A� T4" 28/9 F 26 A/B 10' 6'-s" 7'-4" his F 27 A/- 11'-7' 3 3 G 32 B -8' o" 2No F 28 Aj6 8'-8^ 3 1 F 29 Aj 7-0" 2 9 F 27 Aj6 11' 6'-2" T-0" /Z9 F 28 A/ 11'-1 323 G 3 f'B� T_8�' 290 F 29 A/ 8'-5" 3/1 F 30 A/ 6'-8" %29 F 27 A/B 12' 5'-8" 6'-8" /29 F: 28 A� 10'-7.. 32/3 G� `33 B 7��rr No F 29 A� 7'-8" %31 F 30 A� 61-41 1 2/9 F 28 A/B 13' 5'-2" 6'-5" /'16 F. 29 A� 10'-2" l/330'G . 33 B 7'-0" 2 i F 29 A� 7'-4" 2 e F 29 A� 6'-1" 2�s F 28 AX 14', 4'-10" 6'-2" %s F 29, A/ fj0f�/ % G 34 B 6'-9" %7 F 30 ASB 6'-10" 2 6 F 30 A� 5'-10" %6 F 28 ASB 15' 6'-0" 29 A 9'-6" 29 34 6'-7" 26 30 A 6'-10" 27 30 A 5'-7" 25 29 A 4 ss F' ,x �o G B �i7 F / %zs F / /s F /B 16' 4'-3" 5''9 /26 F• A� .. ' 9r_2rr' 2�0 G 34 B 6��n 2/27 F 31 A� 6'-7" 2�8 F 31 A/ 5'-4" 25/6 F 29 A�B ' �' �� '4' � �� 29 � �� 26/ � �� 27 � �� 25/ 17 4r_0�r 5 -9 g fF 30 A - 8 -11 o G 34 B 6 -2 /27 F 31 A� 6 -5 �6 F 31. A� 5.1 /26 F 29 AX 18' 3'4" 5'-5" ��14 F 30 AXB 8'-8" 26/r G 35 B 6'-0" %24 F 31 A� 6'-3" 2/Z5 F 31 A� 4'-10" 2%4 F 29 A>/B 19' 3'-7' 6.4 � 24 F 30 � 8'-5n 26/7 G 35 B 5'-10.. 2/24 F 31 7 6'-1" 2/Z5 F 32 /B 4'-7" 2 4 F 29 �B 20' 3r�rr 5'-2" /24 F 31 AX 8'_2" 2/27 G 35 B 5'-8" 2/t4 F 31 A� 5'-11" 2 5 '3 - I B 4'-4" Z F 29 A� 21' 3'-2" 5'-0" /T4 F 31 A� 8�-0�� 27 G 36 B 5'-6" 24 F 32 A� 5'-9" 4 F 3 B 41-11'24 F A/B 29 C NOTE: � Z FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" V SEE ALTERNATE FOOTING TABLES FIGURE INDICATES MAX.. HT. = 12'-0" DO SHT. 9 FOR ATTACHED & D oo SHT. 29 FOR FREESTANDING cn baa I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE L D, PATIO R SYSTEM AS MFG. BY: REPORT NUMBER DATE: 111=002 F JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10.20a 0 paf DURAL ODUCTS, INC. SHEET ER -2640P SCALE: NONE P 8060 TELEGRAPH RD., DONKEY, CA 90240 110 FREESTANDING HORIZ. 28 VE, SACRAMENTO, CA 85820 16 OF 30 ' REVISED BY: KK 8 D.P. 682 80&1897 FAX:927 2509 (oxen ho1ma0.00m AND ATTACHED 70, 90 & 110 MPH (918 452-7021 FAX.4031619 nale urelum.00m I Joe No. o'mw4 ` 10W L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS r LNE LOAD.PATIO 7" I -BEAM 10" I -BEAM DBL. 2"x6.5"x.024"BM 6 R UBL032" BEAM 0X T g11 3"x8" BEAMWINSERT S o o m OZ 5 MAX.POST 110 MPH MAX.POST 110 MPH MAX.POST 110 MPH MAX.POST 110 MPH MAX.POST ' ., 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND MO' 0F0ZW4 ATTACHED FREESTAND ATTACHED FREESTAND 1ATTACHED FTG. MIN• POST FTG MIN• POST FTG MIN. POST FTG ' MIN. POST FTG MIN. POST FTG MIN. POST FTG. MIN. POST FTG yI,�A�IN. POST FTG MIN. POST FTG N. POST CL Z In O SPACING SPACING SPACING SPACING SPACING (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 17'-0.. 37-.0" 42/ 44 J 34 $ 52'-2" 573 K 38 � 9'-7" 72 F 22 B 11'-3" 372 F 23 B 23'-11" 39' 40 G 30 B 5' 13'-7" -33'-1" -42 ,444 ,J 36 B 46'-8" 5'3 K 40 E� 8'-7" �2 F 23 B 10'-1" 3�2 F 24 B 21'-4" p G 31 B 6' 11'-4" 30'-2" 42 /44 ,J " i37 B 42'-T' %s K 41 E/F T-10" 72 F 24 B 9'-2" 3�2 F . 25 $ 19'-6" 70 G 32 B 7' 9'-8" 27'-10" /a4 H 38 ,B� X39'-3" 5'3 K 42 E/ T-2" 72 F 24 B 8'-6' 3�2 F 26 B 18'-0" 39/ 40 G 33 B 8' 8'-6" 26'-1" �2 �H 37 B/E 36' 11� 479 K 43 E� 6'-9" 78 F 25 B 8'-0" 2�9 F 26 B 16'-11" I /37 G 33 B' 9' 7'-7" 24'-8" 40 /a2 G /H 39 . B /E 34'-10" 48' /49 44 E / 6'-4" 27 /28 T F 25 B 7 -s �� 28 8 F 27 B '- 15 11 g 37 G B 10' 6'-9" 23'-4" X2 G 40 �E 33'-0.. 4�9 J ' X45 E� 6'-1" �8 F 26 B T-1,. 2�9 27 B 15'-1' 33 /37 G 35 B 1 11 6'-2" 22'-3.. 4 42 / G 41 E /E 31'-6.. 48 �9 J 45 E 5� 9" \ 27 78 F 26 B 6'-9" 28 �9 F 27 B 14'-5" 3� /37 G 35 B 12' j 5'-8" 21'-4" �2 G 41 E� 30'-1•. 4�9 J 46 F 5 =7"i ,�8 F 26 $ 6'-6.. 2�9 F 28 B 13'-7" /37 G 35 B 13' 5'-2" 20'-6" 38 /ao G 42 E / 28'-11" /5 J 47 F 5'-5" 24 /5 F ` 27 B 6'-3.. 25 /6 F 28 $ 13'-3" 3 13�.. G 36 B 14' 4'-10" 19'-9" �0 G 42 E� 27'-11" �5 J 47 F 5'-3" 75 F 27, B 6'_0" 226 F 29 B 12'-9" 1734 G 37 B . 15' 4'-6" 19'-1" 7o G 43 E� 26'-11" %5 J 48 F 5'-1" �5 F 28 B� `5'-10" 276 F 29 B 12'-4" �� G 37 %E 16' 4'-3" 18'-6" 7o G 43 E� 26'-1" 4%5 J 48 F 5'-0" �5 F 28 B 5�_ T`, 276 F 29 B 11'-11" /34 G 37 BE 17' 4'-0" 17'-11" 70 G 44 E� 25'-4" �5 ,j 49 F - - - - 5'-4" 2�6 F 29 B 11'-7" G 38 �E 18'3'-9" 1T-5" 78 G 44 / 24'-7.. 443 J 49 F - - - - 5-1.. 2%4 F� V29 B 11'-3" /31 G 38 B/E 19' 3'-7" 16'-11" �8 G 44 V 23'-11" 4 43 J 50 F - - - - 5'-0" 2%4 F 30- -,,B 10'-11" 731 G 36 20' 3,�„ 16'-6" �8 G 45 E� 23� 411 4 43 H� 50 F - - - - - - - - =� X10'-8.. 3 31 G 39 �E 21' 3'-2" 16-1" 38 G 145 5/ 22'-9" /43 H� 50 F - - - - - - - - - _ 14'-5" 31 G 39 • B/E NOTE: FOOTING SHOWN IN CUBIC INCHES. FOOTNOTE: "SAMPLE" WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12'-0" SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & AD SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LNE LOAD.PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11123/2002 JAMES G. FOX CML ENGINEER POST SPACING TABLE 10, ZO 8 30 paf DURALUM PRODUCTS, INC. M 17 OF 30 ER -2040P SCALE: NONE E BOBO TELEGRAPH RD., DONMEY, CA 90240 —T---T—I 110 FREESTANDING ANO ATTACHED HOAIL NAND - 8288 ALPINE AVE., SACRAMENTO, CA 88828 IJ° REVISED BY: KK & D.P. (582)80S.1337 FAX:927-2609 fax MbroA.00m 70, 90 6110 MPH 18 462-7021 FAX 403.1619 salescMdurmalumcafn MO' 0F0ZW4 ti I ^n 1 rc%c+ I.C.C. E.S. EVALUATION DRAWN BY: KK FO rENGINE5RING INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: SHEET' REPORT NUMBER DATE; 11123/2002 1004606-1337 JAMES O. FOX, CIVIL ENGINEE===] POST SPACING TABLE 10, 208 30 ps1 DURALUM PRODUCTS, INC. ER -2640P SCALE: NONE 8060 TELEGRAPH RD., DOWN110 FREESTANDING HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 85826 18 OF 30 REVISED BY: KK & D.P. FAX:927.250AND ATTACHED 70, 80 & 110'MPH (916) 452.7021 FAX 403.1519 sales lum cam 1O81fO' O0°�� 6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM = S M oz g . 110 MPH 110M H 110 MPH 110 MPH 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED o a Z MAKPOST SPACING MAX.POST SPACING MAX.POST SPACING MAx.POST SPACING MAx.POST SPACING FTG MIN. FTG MIN. FTG MIN. FTG MIN. MIN. MIN. MIN. MIN. rn O (IN.) POST TYPE ( IN) TYPEPOST (IN.) POST TYP (IN.) POST FTG (IN.) POSTPOST JFTG.MIN. (IN.) FTG POST FCG POST FTG POST F7G MIN. POST. TYPE TYPE TYPE (IN.). TYPE (IN.)' ) TYPE (IN.) TYPE (IN.) TYPE 4' 8'-11" 10'-3" 30� F 23 -B 15'-11" 4 G 26 B 11'-3" 3Y G 23 B 11'-s" 3Y G 24 B 9'-9" 3Y G 22 B 5' 7'-1° X9'-2° 3/ 3, F 23 B 14'_3" / G 27 B �� 10 -1 31 / G 24 B .. 10'-6 31 / G 24 B 8 -9 30 / G 23 B , . s' 5'-11" 8'-561 3� F . 24 .B 13'-0" 3Y G 26 B 9'-2" 3Y G 2s B 9'-7" 3Y G 2s B 8'-0" 3� G 24 B T 5'-1" %'-s" 27 F _ 25 B �� 12 -o 33 / G 29 B �� 8'-6" 31 / G 26 B 8'-11" 31 / G 26 B 7 30 / G 24 B s' 4'-5" T-3" 2% F 25. -B 11'-3" 3Y G 29 B 8'-0" z� G 26 B 8'-4" 2� G 26 B 6'-11" 2� F 25 B 9' T-11" 6'-10" 2% F 26 B ,_ -_10'-7" 30/ G 30 B T-6" 2/ F 27 B T-1Off 229 F 27 . B 6._6" 2Y F 25 B 10' 3'-6" 6'-6" 2% F 26 B 10'-1° , G 30 B T-1" 2% F 27 B T-5.. 2y F 27 g 6'-2° 2% F 26 B 3'-2.. 6._2.. 2� 28 F - 27 B 9._7" 300 3, `/� ` G 31 11 B 6'-s" 28 / F 27 B T-1�� 2Y F 26 g 5'-11„ 2/ F 28 g 12' - 51-1011 � e F , 27 B s�_2" 3% V G 3i _g s'-s�� 2Y F 28 g s'-s�� 2� F 28 B/ 5�_8� 2� F 27 g 13 _ 5'-6" 27 F 27 B 8'-10u 30 / G 32 B 6�_3n 25 / F 28 B i " 6 -6 25 / F 29 8 � n 5 -5 24 � F 47 g 14' - 5._2" 2/ F 27 B 8'-6" 2% G V 32 g s'-0" 2% F 29 B s'-2" 2% F 29 B 5,_2� Y 25 2Y2,5 F 27 g 15' _, _ - - _ - 8'-2" 2/ G 32 B 5'-10" 2y F 29 B 6'-1.. 2� F 29 � 16' - - - - - %'-11" 2� 26 G 33 B 5'-8° 2/ zs F 2' B ._ " 5 10 25 � F 29 B/ - 17' - - - - - 7._8" 2Y zs G 3S B 5 .'6 " 2/FF30 2s B �s'_8" 2% F B/ - - - - - \` Z NOTE: s FOOTING SHOWN IN CUBIC INCHES P FOOTNOTE: "SAMPLE" WITHOUT SLAB. INDICATES MAX.. HT. = 10'-0" 'IGURE FIGURE INDICATES MAX.. HT. = 12' 0", SEE ALTERNATE FOOTING TABLE ry SHT. 9 FOR ATTACHED & o SHT. 29 FOR FREESTANDING g tr i cin. so. c.w em.cstmt I.C.C. E.S. EVALUATION DRAWN BY: KK FO rENGINE5RING INC. LIVE LOAD PATIO COVER SYSTEM AS MFG. BY: SHEET' REPORT NUMBER DATE; 11123/2002 1004606-1337 JAMES O. FOX, CIVIL ENGINEE===] POST SPACING TABLE 10, 208 30 ps1 DURALUM PRODUCTS, INC. ER -2640P SCALE: NONE 8060 TELEGRAPH RD., DOWN110 FREESTANDING HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 85826 18 OF 30 REVISED BY: KK & D.P. FAX:927.250AND ATTACHED 70, 80 & 110'MPH (916) 452.7021 FAX 403.1519 sales lum cam 1O81fO' O0°�� I A m 12' 13' 14' 15' 16' 1T V � H vai O 7" I—BEAM MAX.POST SPACING 110 MPH FREESTAND ATTACHED (NG) MIN. POST TYPE FTG. MIN. POST TYPE FTG (IN.) MIN. POSTOST TYPE %4 G33 46'-2" F 7'-1" 291-4" 4% G 34 F 21 26'4" %4 G 35 F F 24'-9" a4, G 36 F 4'-5" . 23'-2" %' G 37. F 3'-11" 21-10" % G 36 F 3'-6" 20'-8" % G 38 F 3'-2" 19'-9" ' 4� 42 G 3s F _ 18'-11" 41/G F 4o F - 18'-2" % G 40 F - 17'-6" % G 41 F - 16-11 /o G 41 F - 16'-4" % G 41 F - 15'-10" % G 42 F NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED& SHT. 29 FOR FREESTANDING 10" I—BEAM DBL. 2"x6.5"x.024"BM MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND ATTACHED FREESTAND FTG MIN. POSTPOST (IN•) TYPE ATTACHED FTG.MIN. ON.) TYPE FTG (IN.) MIN. POSTOST TYPE '71VIN. YPE 46'-2" 4� K 37 F 8'-6" 270 G 21 B 41'-5" 4� K 36 F 7'-7" 29 7o G 22 B 37'-9" a� 61 K 39 F 6'-11" e 0 G 23 B 35'-0" a% 51 K 40 F 6-5" 27 30 F 23 B 32'-6" 4�9 K 41 F 6'-0" 2% F 24 g 30'-10" 4/ J 42 F 5'-6n 277 F 24 B 29'-3" 44/9 J 43 FjG 5'-4" 277 F 25 g 27'-11.. a� 49 J 44 FjG 26 F 25 B 26'-8" a% J 44 FjG 4'-11" 26 7 F 26 g 25'-8" 4 47 J 45 FjG _ - - - - 24'-9"G 47 J 45 FjG- 5'-2" z% F 26 23'-10"J 4s Y 46 FjG E� - - - 23'-1" 4%7 J 46 FjG E� - - - - 22'-5" 4%7 J 47 G E� MOS ' ' 12' OR LESS X), 3"x8" BEAMMINSERT 110 MPH 110 MPH MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING FOOTNOTE: "SAMPLE" \ FIGURE INDICATES MAX.. HT. = 101-01, FIGURE INDICATES MAX.. HT. = 12'-0" \ POOL NO. e+w m..mama °$a azer I.C.C. E.S. EVALUATION FT'G.MIN. (IN.) POST TYPE FTG (IN.) MIN, POST TYPE PATIO COVER SYSTEM AS MFG. BY: FTG. (IN.) MIN. POST TYPE FTG ' (IN.) MIN. POST TYPE 0'-0° 270 G 22 g 21'-2" 29 3 37 G HORIZ WIND • 8289 ALPINE AVE., SACRAMENTO, CA 06828 8'-11" 270 G 23 B 18'-11" 3 37 G 3o Cj 8'-2" 27 G 2a g 17'-3"; 36, 37 G 31 C� 7'-7" 270 ' G 25 B 16'-0" 3 37 G 31 E TT -1"73o G 25 g 15'-0" Y7 G 3z E�/E 6'-8" 277 G 26B 14'-1" G 33 EE 6'-4" 277 F 26 g 13'-5" % G± 33 F. 6'-0" 2% 27 F 26 g 12'-9" % 34 G 3a 5'-9.. z7 27 F 27 . B 12'-3" Y 3a G 3a E� 5'-6" 22 F 27 B 11'-9" 33 G 35 F 51-411 2% 24 F 27 B 11'-4" 3 31 G 5'-2" z% F 26 B 10'-11" Y G 35 E� - - - - - 10'-7., 3031 G 36 E� - - - - - 10'-3" 1 2% G 36 E� FOOTNOTE: "SAMPLE" \ FIGURE INDICATES MAX.. HT. = 101-01, FIGURE INDICATES MAX.. HT. = 12'-0" \ POOL NO. e+w m..mama °$a azer I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: 11/23/2002 F JAMES G. FOX, CML ENGINEER POST SPACING TABLE 10, 20 6 30 pif DURALUM PRODUCTS, INC. SHEET ER -2640P SCALE: NONE E 8080 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING AND ATTACHED HORIZ WIND • 8289 ALPINE AVE., SACRAMENTO, CA 06828 19 OF 30 REVISED BY: KK 8 D.P. 2) 808.1337 FAX:927-2609 faxen holme0mm 70, 90 6110 MPH 18 462.7021 FAX 4031619 sale lum eom J08 NO. OF02IM4 } DRAWN BY: KK "",;.6.5" ROLLFORM 4" I -BEAM . 4.5 / MAG GUTTER .MAG BEAM 311 SQ. STEEL BEAM S o . 0110 U UI MAKPOST MPH MAX.POST s 110 MPH ' MAKPOST 110 MPH MAX.POST 110 MPH MAX.POST 110 MPH FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FTG (IN.) MIN: POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE' r n z . rnO SPACING ! SPACING SPACING SPACING SPACING 4' 6'-0" 8'-5" 3C G 21 B� 13'-2" 3� G 2a B/C 9'-3" 2�o G 22 B/C 9'-81' 2� G 22 g/ 8'_1�� z� G 21 B s' 4 4-10 , �, 7-7 29 ���_ .G 22 B/C 11'_9„ % G 2s g/C 8'-3" % G 23 B/C 8'-8" 2Y G 23 B� 7'-2" 2% G z2 B 6' 4'-0° 6'-11 ° 2% F ` ! 3� B/C 10'-9" 3%2 G 28 B/C 7'-7" 2% F 24 B/C 71-11 " 2% G 24 g/ 6'-7" Z% F 22 B r3'-5" % F 23 B/C �9' X11" s% G 27 B/C T-10" z� F 2.5 B/C 7'-4" Yo F 25 B� 6'-1" 2�o F 23 B .6'-5" 8' 3'-0" 6'-0" % F, 24 B/C 9,_3,"- ?%T G 27 B/C 6'-7" % F 25 B/C 6'-10" 2% F 25 B/ 5'-8" 2% F 23 B 9' 2'-8" 5'_7" % F 24 B/C 8'-9„ % �G� 28 E 6'_2" % F 2s B/C 6'-5' 2Y F 2s g/ 5'4" 2% F 24 B 1o; 2'-5' 5'4" % F 2s B/C 8'-4" 229 'G 28N B/E 5'-10" 2% F 25 B/C 6'-1" 2Y F 25 B� 5'-1' 2% F 24 B 1r - 5'-1" % F 25 B/ T-11" 2� G 29 B� 5'_711 % F z9 B/C 5'-10" 2�i F zs B/ 4'-10° 2� F 25 B 12' - 4'-10" 2�7 F 25 B� T-7" 2�9 G 29 B/ `r�''4'`` 2% F 26 B/C 5'_7" 2% F ZB B� 41_7n z% F z5 B 13' - - - - - - 7'-3" 2�8 G 30 B� 5'_1'1 2 i4 F 26 B/C 514" 2�7 F 27 B� _ - - - - 14' - - - - - - 7'-0" �s G 30 B� 4'-10" z�i `F�- `27 B/C 5'_21' 2Y7 F 27 B�/E - - NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING C DRAWN BY: KK FOOTNOTE: "SAMPLE" E INDICATES MAX.. HT. = 101-0" LIVE LOAD, FIGURE INDICATES MAX.. HT`= -12'4' SHEET a. C JAMES G. FOX, CIVIL ENGINEER POSTSPACING TABLE 10,20&30pl DURALUM PRODUCTS, INC. 20 OF 30 -28W Z -TE 8080 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING HORIZ. WIND- 8289 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK & D.P. 582 806-1337 FAX:927.2509 fixe" otmaA.mm AND ATTACHED 70, 90 & 110 MPH (918) 452-7021 FAX 403.1519 saleaWumlum.comlJOe "O• aFQ3an4 � \ z _O .� Ursa NO. 2164 11 V. �.Di00 .C. E.S. EVALUATION DRAWN BY: KK �{� FOX ENGINEERING INC. LIVE LOAD, PATIO COVER SYSTEM AS MFG. BY: SHEET [REPORTNUMBER DATE: 11=002 JAMES G. FOX, CIVIL ENGINEER POSTSPACING TABLE 10,20&30pl DURALUM PRODUCTS, INC. 20 OF 30 -28W SCALE: NONE -TE 8080 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING HORIZ. WIND- 8289 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: KK & D.P. 582 806-1337 FAX:927.2509 fixe" otmaA.mm AND ATTACHED 70, 90 & 110 MPH (918) 452-7021 FAX 403.1519 saleaWumlum.comlJOe "O• aFQ3an4 30'# L. L m I E� U V E as z irno� 7" I -BEAM 10" I -BEAM IDBL. 2"x6.5"x.024"BM MAX.POST SPACING ` 110 MPH MAX.POST SPACING 110 MPH MAX.POST SPACING 110 MPH FREESTAND ATTACHED FREESTAND 6'-8" ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG ( MIN. POSTIN.) TYPE FTG. (IN.) MIN. TYPE FTG (IN.) MINDST . TYPE FTG. (IN. ) MIN. POST TYPE FTG (IN.) MIN. POST TYPE a' 6'-01- 27".0��, . a� J 3, E/ 38'-1„ as/5 4'-11•, 35 I T-0" 28 F 20 B 5' 4'-10" 24'-1" 44 j 32 E� 34'-1" 4X H 3s F 6'-3" 2% F 21 B s' 4'-0" 22'-0" a/1 H 33 F 31'-1„ a� H 37 I C 5,-8„ 2% F z, B r 3'-5" 20'-4" 40� G 3a F 28'-9" . 44 H 3e VG 5'-3" 2% F 22 B e' 3'-0" 19'-1" 3Y G 35 F 26'-11" 4� .H 3B �/G 9' 2'-8" 18'-0" 3X G 35 F 25'-4" 4%42 1 H 40 (�G 10 2'-5" 17'-0" 3% G 38 F 24'-1•, 4;/42 H 40 I �G „'_ 16'-3" 3% G 37 F 22'-11" 4� H 41 G - - - - - 12' - 15'-7" 3Z G 37 F�G 22'-0„ 41 42 H 42 G 13' - 14'-11" !4/ G 3S F jG 21'-1" 3%3q, H 42 G 1a' - 14'-5" 3 G 3e FX 20'-4" %3 38 H 43 G - - - - - 15' - 13.'-11" 3/5G 3e G/G 19'-8„ 3X H 43 I G NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING '.OR LESS m 3"x8" BEAMMINSERT H I 110 MPH 4TTACHED IMAXPOST I FREESTAND 1ATTACHED - ---- - FTG. (IN.) mM�. POST TYPE FTG. (IN.) mOSm.T P TYPE 8'-3„ 29 YD G 21 B 7'-4" 2% G 22 B 6'-8" 29 30. G 22 B 6'-2" 2X 30 G 23 B 5'-10" 2Y27 G 23 B 5'-6" 2X G 2a B 5'-2„ 2% G 24- B 4'-11•, zs G 25 B 4'-9" 227 s G 25 B 9'-8"3Z 32 G 33 E F FOOTNOTE: "SAMPLE" —FIGURE INDICATES MAX.. HT. = 10'-0" u FIGURE INDICATES MAX.: HT. = 12-0" _..._ FTG, (IN.) POST TYPE FTG. (IN•) POST TYPE 17'-5„ 3Y G 27 B . 15'-7" 3Y G 29 B 14'-3" 37 G 21; E 13'-2" 3% G 29 E F 12'-4" 34 35 G 3o E F 11'_7" %5 G 31 E F 11'-0" /3 35 G 31 E F 10'-6" 35 G 32 E/ 10'-1" �5 G 32 E�ZF 9'-8"3Z 32 G 33 E F 9'-4" 3 32 G 33 F 9'-0„ 31 Z2 V F I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAD, PATIO COVER SYSTEMAS MFG. BY: REPORT NUMBER DATE: 11/232002 F JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 & 30 pe/ DURALUM PRODUCTS, INC. SHEET ER -2840P SCALE: NONE E 8050 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING AND ATTACHED , HORIZ VNND • 8288 ALPINE AVE., SACRAMENTO, CA 08828 21 OF 30 REVISED BY: KK. 6 D.P. 682 806-1337 FAX 927-2509 foxen hohraA eom 70, 00 6110 MPH918 452.7021 FAX 403-1819 smlem4pduralurn.emn X'm MO. ' o"w" 10# L. L:. 70 & 90 MPH ATTACHED OPEN LATTICE PATIOS OR LESS MAx.coL. 3" STEEL BEAM DBL.2'k6.5"x.024"BM DBL .2"x6.5"x.032" BM OR T-x8"BEAM DBL.3" x 8" BEAM 3" x 8" BM W/INSERT C 5 SPACING SP SLAB p gT CU G. POST TYPE -2640P g C 1 CU 2 UB EFT E90 2 2 2 2 2 3 2 SPAO ING ARG S PON NG AOL SPACING SPAOCNNG SPO ING 2 FOOT- FTG, 708 90 MPH FTG. 70 & 90 MPH FTG. 70 & 90 MPH FTG. 70 & 90 MPH FTG. 7058 MPH 2 NOTE' 9' 2 3 I 2 2 4 3----3 10'2 61 11'-4t!,-� 2 19 11'-7" 18 13'-3" 19 15'-7" 19 28'-9" 25 3 3 X13'-7" 2 3 12' 2 4 2 3 3 5 7' 9'-8" 13 1 19 10'-11' 19 12'4„ 20 14'-7" 20 28'-1.. 26 B. 8'-6" 12'-7" 20 10'-6" 19 11'-5" .20 13'-9.1 20 27'-5,. 27 9' 7'-7" 12 :p,. 21 10'-0" 20 10'-10.. 21 13'-2" 21 26'-10" 27 3 4 17' 3 5 2 4 4 6 19' 3 to 6'-9" 11'-�61a 22 It9 20 lot -4o, 2112'-8" 3 21 26'-3" 28 iv . 6'-2" 11'-2" 22. 9'-2" v so�21 9'-10" 22 12'-411 22 25'-9" 29 IT 5'-8" t 10'-3" �; 8'-10" 1 21 9--y 22 11'-9'. 22 25'-3" 29 13' 5'-2" 9'-11" 22' 8'-7" 21 49,1-011 23 11,-411 23 24'-9" 30 14' 4'-10„ 9.-7,. 23 8,-4„ 22 8--j� 23 11'-0" 23 240-4" 30 15' 4'-6" 9'-3" 23- 81-0" 22 8'-5" N2424 10'-9" 23'-11" 31 16' 4'-3" 9'-0" 23 7'-10" 22 8'-2" 24 _ 10._6., 24 23'-6.1 32 1r 4'.0" , 8'-8" , . 23 7'-7" 22 7'-11" 24 10'=3", 24 23'-1" 32 1e 3,-91, . 8'-7" 24: 7'-5" 23 7'-8" 25 10'-0., X25 22'-9" 33 19, 3'-711 81-411 24 7,_3,. 23 7,-5„ 25 90-90 25 22'-5" 33 20' 3'-4" 8''--2F" 24 7'-1" 23 7'-2" 25 9'-6" 25 X22:-1 •• 33 21' 3'-2" 8'-0" 24. 6'-11,. 23 6'-11„ 26 91-311 26 21'-511--, , 34 FOOTNOTE:N HEADER AND OR NG SHOWN IN CUBIC INCHES MIN. NO. OF POST �— UT SLAB REQUIRED SPACING C MUST EXCEED Z LTERNATE FOOTING TABLES ALLOWABLE SLAB SPACING19 FOR ATTACHED & OR LESSER MUST BE USED pp�g�b Tj29 FOR FREESTANDING til 0 Z FOOTNOTE: "SAMPI FIGURE INDICATES 70 10' HT. OR LESS !-, LOAD • 10, 20 & 30 a oHT.=8' m MINIMUM NO. OF POST FOOTNOTE SCALE: NONE - MAX. HT.=10' MAX. psf POST TYPE POST TYPE -2640P 1 2 1 HORIL WIND • 2 a' 2 2 2 2 2 3 2 2 7' 2 3 2 2 2 3' 2 2 a. 2 3 2 2 2 4 2 2 9' 2 3 2 2 2 4 3----3 10'2 4 2 2 3 4 2 3 >> 24 2 3 3 5 2 3 12' 2 4 2 3 3 5 2 3 13 14' 3 5 2 3 3 5 ?----4- 415, 15, 3 5 2 3 3 6 3 4 16, 3 5 2 3 4 6 3 4 17' 3 5 2 4 4 6 19' 3 5 2 4 4 7 2 5 19, 3 6 2 4 4 3 20'3 3 4 4 7 3 5 21, 4 6 3 4 FIGURE INDICATES 90 MPH FOOTNOTE:• `. COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY. COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. "A qua ,y ma ".� SHEET 22 OF 30 , I.C.C. E.S. EVALUATION REPORT NUMBER DRAWN by. KK T DATE:1 U2 002 GINC.LIVE IF JAMES G. FOX CIVIL ENGINEER s POST POS TABLE LOAD • 10, 20 & 30 PATIO COVE SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER '. " SCALE: NONE - FREESTANDING FREESTANDING psf 1j0s"QQRaw4 -2640P 8060 TELEGRAPH RD., DOWNEY, CA 90240 AND ATTACHED HORIL WIND • 8289 ALPINE AVE., SACRAMENTO, CA 95828 REVISED BY: KK 6 D.P. (862)60&1337 FAx:927-2509 fox hole m0.eom 70,90 6 110 MPH1(916)462-7021 FAX 403-1519 s Wee maWm.com 10# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS, 10' HT. OR LESS 3" STEEL BEAM DBL.2"x8.5"x.032" BM ` MINIMUM NO. OF. POST r MAx.COL. DBL.2 x6.5"x.024 BM OR 3"x8"BEAM DBL. 3 x 8 BEAM 3 x 6 BM WANSERT SON PACING PP pogo gE FT' p g } � 5 SEES Sm TG CU%WG SPACING CUSIZE G SPACING CUgE FSG p gT CUg� FTG. pOgT � HT•`S' MAX• HT.m1D' MAX. SIZE SPACING SIZE SPACING CUggG. 5a POST TYPE POST TYPE FOOT- FTG. ON ON . FOTG. FTG. FOTG. NOTE ' 1 2 1 2 8' 11'-4"` 11'-11" 20 9'-7" 19 1004" 19 12'-8" 25 19'-8" 33 e' 5 3 6 3 r 9'-8" 10'-11" 21 9'-O" 19 10'-0" 20 12'-4" 26 19'-4" 34 7' 5 3 7 4 8. 8'-6" 9'-11" 21 8'-7" 20 91-811 21 12'-0" 27 18'-10" 36 e' 6 3 7 4 9 7'-7" 9'-6" 22 8'-3" 20 9'-4" 21 11'-8" 28 18'-5" 37 9' 6 4 8 4 10' 6'-9" 9'-0" 22 7'-10" 21 9'-1" 22 11'-5" 29 18'-1" 38 10' 7 4 9 5 11' 6'-2" 8'-8" 22 7'-6" 21 8'-10" 22 11'-3" 29 17'-8" 39 11' 8 4 9 5. 12- 5'-8" 8'-4" 23 7'-2" 21 8'-7" 23 11'-0" 30 17`-4" 40 17 8 5 10 6 13' 5'-2" 8'-1" 23 7'-0" 22 81-4" 23 10'-9" 31 17'-0" 40 13 9 5 11 6 14' 4'-10" 7'-10" 23 6,-9„ 22 8'-1" 23 10'-6" 31 16'-9" 41 1a' 9 5 11 6 15' 4'-6" 7'-7" 23 6'-6" 22 7'-11" 24 10'-3" 32 16'-5" 42 15' 10 5 12 7 16' 4'-3" 7'4" 24 6'-4" 23 7'-8" 24 10'-0" 32 16'-2" 43 1e' 10 6 13 7 1T 4'-0" 7'-2" 24 6'-2" 23 7'-5" 24 91-911 33 15'-11" 43 17 11 6 14 8 1e' 3'-9" 7'-0" 24 6'-1" 23 71-2" 24 91-61' 33 15'-8" 44 1B' 2 2 2 2 19' 3'-7" 6'-10" 25 5'-11" 23 6'-11" 25 9'-311 34 15'-5" 44 19' 2 2 2 2 0'31-4" 6'-8" 25 5'-9" 23 6'-8" 25 9'-0" 34 15'-3" 45 2a 2 2 2 2 21' 3'-2" 6'-6" 25 5'-7" 23 6'-5" 25 8'-9" 34 15'-0" 45 21' 2 2 2 2 FOOTNOTE:• NOTE HEADER AND OR pgAyKl BY: KK FOX ENGINEERING1 MIN. NO. OF POST FOOTING SHOWN IN CUBIC INCHES REPORT NUMBER IER-2640P REQUIRED SPACING WITHOUT SLAB. POST SPACING TABLE 10, 20 & 30 Pif MUST EXCEED SEE ALTERNATE FOOTING TABLES SCALE: NONE ALLOWABLE SLAB SPACING SHT. 9 FOR ATTACHED & HORIZ. NAND . 8289 ALPINE AVE., SACRAMENTO, CA 93628 OR LESSER MUST BE USED REVISED BY: KK & D.P. 6B2 808-1337 FAX:927,2509 foxes Mtm�A.00m SHT. 29 FOR FREESTANDING FOOTNOTE: Na OFA+ COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY° COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. rx...m.xm I.C.C. E.S. EVALUATION pgAyKl BY: KK FOX ENGINEERING1 LIVE LOAD PATIO COVER SYSTEM MFG. BY: REPORT NUMBER IER-2640P DATE: 11!23/2002 F JAMES G. FOX CML ENGINEER POST SPACING TABLE 10, 20 & 30 Pif DURALUM PRODUCTS, INC. gHEET SCALE: NONE E 8080 TELEGRAPH RD., DOWNEY, CA 90240 110 FREESTANDING AND ATTACHED HORIZ. NAND . 8289 ALPINE AVE., SACRAMENTO, CA 93628 23 OF 30 REVISED BY: KK & D.P. 6B2 808-1337 FAX:927,2509 foxes Mtm�A.00m 70, 90 & 110 MPHi(OlS)452.7021JOB FAXIOY1819 Valu unlum.eom Na OFA+ 20# Ll: 110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS a ¢ I... � m MAX.COL.. SPACING ON SLAB SEE NOTE • 3" STEEL BEAM DBL.2"x6.5"x.024"BM SHEET DBLOR 3"z8 BEAM M DBL. 3" x 8" BEAM 3" x 8" BM W/INSERT Y °d I— �� m MINIMUM NO. OF POST FOOTNOTE - T SPAO 1NG FTG. CUg G. UR ' I ppg7 SPACING ON . g� F� �U% G' g SPACING ON T FG. gE F� CUSIZE G' p S SPACING O T FG. gE CUM"'. g SPACING FOTG . CUgE� G. SIZE HT.=8' MAX. HT.=10' MAX. POST TYPE POST TYPE 1 2 1 2 s' 8'-11" 9'-9" 19 81'611 18 10'-0" 19 13'-10' 21 20'-9" 24 e' 5 3 6 3 r 7'-1" 9'-3" 20 ' 8'-0" 19 9'-8" 20 12'-1" 21 2004" 25 r 5 3 7 4 B' 5'-11" 8'-9" 20 7'-7" 19 91-4t' 20 11'-9" 22 19'-10" 26 e' 6 3 7 4 20 7'4"20 9'-0" 21 11'-5" 23 19'-5" 27 9' 6 4 8 4 10' 4'-5" 8'-0 "'21 6'-11" 20 8'-9" 22 11'-2" 23 19'-0" 28 10, 7 4 9 5 it 3'-11" 7'-8" ` 21 6'4" 20 8'-6" 22 10'-11' 24 18'-7" 29 1r 8 4 9 5 12' 3'-6" 7'75" 22 ' 6 -5 X21. 8'-3" 23 1 p -g 24 18'-3" 29 12' 8 5 10 6 :13' 3'-2" 17'-2" 22 6'-2" 21--� 8'-0" .,.. 23 10'-5" 25 17'-11" 30 13' 9 5 11 6 6'-11" 22 ' 6'-0" " 21 _ 7#9"*0 23 10'-2" 25 17'-7" 30 14' 9 5 11 6 15' 23 5'-10" 22 71-6" 25 j-11" 26 17'4" 31 15' 10 5 12 7 1e' _ t 61-6" 23 5'-8" 22 7,-5„ 24 9'38" 26 17'-0" 31 18, 10 6 13 7 1r - 6'-4" 18 5'-6" 22 T-0" 24 9'-5" 26,..,k 16'-8" 32 17' 11 6 14 8 FOOTNOTE:• HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED C + � Z - NOTE: . FOOTING SHOWN IN CUBIC INCHES r WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES 1u 0 SHT. 9 FOR ATTACHED & Z o SHT. 29 FOR FREESTANDING t� NOTE: " FOR 70 / 90 MPH MIN. POST, SEE 10# TABLE FOOTNOTE:• COL. TYPES 1 = .024" SIDEPLATES, USE.ON CONC. SLAB ONLY COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. a NO lflli M acage; a I.C.C. E.S. EVALUATION DRAWN BY: KKENGINEERINGINC. LIVE LOAD - PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER DATE: 11012002 JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 & 30 pat DURALUM PRODUCTS, INC. ER -2840P SCALE: NONE i - IoFOX 8080 TELEGRAPH RD., DOWNEY, CA 80240 110 FREESTANDING AND ATTACHED HORIZ. WIND • 8289 ALPINE AVE., SACRAMENTO, CA 85828 1(9161452-7021 24 OF 30 I REVISED BY: K.K. & D.P. 682 808.1337 FAX:927-2508 . ro hotma8.eom 70, 90 & 110 MPH FAX 403-1519 solea uralum.com =No. oranan, ✓w 30# L. L. 110 MPH ATTACHED OPEN LATTICE PATIOS 10' HT. OR LESS DRAM BY: KK MAx.COL. 3" STEEL BEAM DBL.2'x6.5 x.024"BM DBL.2"x6.5"x.032" OR BM 3"x8"BEAM DBL. 3" x 8" BEAM 3" x 8" BM W/INSERT 26 OF 30 ER -2640P MINIMUM NO. 4 OF POST FOOTNOTE: adr ?Q SPACING ON SLAB ¢ 5_ g SPACING CUMFG. ElG. 6 t pogo SPACING ggEE CUSI F G• gg SPOCING gE p CU &EIG. E g SPACING gE FT CUSIZE G• g SPACING CUgEF�G HT.•6' MAX. HT. -1a MAX. POST TYPE - POST TYPE +SEE. FOOT- NOTE ON FTG. FOTG. FOTG. FOTG. ON FTG. SimN `r 1' 2 1 2 s' 6'-0" `8�, 1l 18 7'-0" 17 8'-4" 18 101-411 1.9 17'-1 ", 23 5 3 6 3 r 4'-10" 7'-7" . 18 6'_7° 17 1910'-0" 20 161.,4" 24 T 5 3 7 4 6' 4'-0" 7'-2" 19 6'-3" 18 7'-9" 19 91_9.o 21 15'-8" 24 6' 6 3 7 4 91 3'-5" 7'-0" 19 6'-0" 188 j7'-6" 20 9'-6" 21 15'-0" 25 9 6 4 8 4 10' 3'-0° 6'-7" 20 5'=8" 19 7'-311-1 X20 9'_3-- 22 14'-6" 26 7 4 9 5 ' 1 r 2'-8" 6'-4" 20 5'-6" 19 7'-0" 291 9'-0" 23 14'-0" 26 1 r 8 4 9 5 12' 2'-5" 6'-1" 20 5'4" 19 6'-9" 21 8 V"� 23 13'-7" 26 1r 8 5 10 6 i 13' - 5'-10" 21 5'-1" 20 6'-6" 218'_6" '-2 13'-4" 27 13' 9 5 11 6' 14' - 5'-7" 21 4'-11" 20 6'-3" 22 8'-3,, 24 27 14 9 5 t 1 6 FOOTNOTE: HEADER AND OR MIN, NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING OR LESSER MUST BE USED NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 29 FOR FREESTANDING NOTE: FOR 70 / 90 MPH MIN. POST, SEE 10# TABLE FOOTNOTE:• .COL. TYPES 1 -.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 ? .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. NM w M 05 o e cp LC C. E.S. EVALUATION DRAM BY: KK FOX ENGINEERING INC. IIVE LOAD • PATIO COVER SYSTEM AS MFG, BY: SHEET REPORT NUMBER DATE: 1112312002 JAMES G. FOX CNIL ENGINEER POST SPACING TABLE 10, 20 d 30 pet DURALUM PRODUCTS, INC. 26 OF 30 ER -2640P SCALE: NONE E 8080 TELEGRAPH RD., DONMEY, CA 90240 110 FREESTANDING AND ATTACHED HORIZ NAND • 8209 ALPINE AVE., SACRAMENTO, CA 95828 1(916)452-7021 REVISED BY: KK d D.P. 582 808-1337 FAX:927-2509 fomn holms0.mm 70, 90 & 110 MPH FAX 403-1819 safesedinhuncom JOB ND.OimG�1 10#. L.L. 70 & 90 MPH FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. OR LESS Dfk'� x6.5"x.0321 BM. OR TATEAM DBL. 2" x 6.5" x.024" BEAM DBL. 3" x 8" BEAM REPORT NUMBER 3" x 8" BM W/ INSERT POST SPACING TABLE 10, 20 a 30 par } .. rj MAX. ��MAX. POST HT. - 8'--,,, MAX. POST HT. =12' °i MAX. MAX. POST HT. - 8' MAX. POST HT. - 12'• MAX. MAX. POST HT. - 8' MAX. POST HT. - 1 T MAX MAX. POST HT. = 8' MAX.. POST HT. = 12' } S SPACING SPACING SPACING SPACING - 70/ 90 MPH _- X70/ 90 MPH 70/ 90 MPH 70/ 90 MPH 70/ 90 MPH 70/ 90 MPH 70/ 90 MPH 70/ 90 MPH MIN. • POST TYPE CUBE FTG. MIN.` POST'-- TYPE CUBE FTG. 1 MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. s' ' 12'-5" 24 26 :11` F 24 � 24 15'-7" G G 24 G G 230 28'-9,. 28,,-,"30 J 3� s. 26 28 26 28 22 . r 12'-2" F F 24 26 F G 26 2g 10'-11" `'`F! 24 26 G 24 28 14'-6" ' 22 G G 2 0 28'-1" G G 28,,'30 G J 30 r 4 s' 11'-11 . F F 24 26 �� 26 28 10'-6rr F� 24 26 24-,,'28. 13�_8�� / 24,, -**'22 G G 2� 27'-5" G G 28 30 G J 3 4 s, s 11'-8.. F F 24 26 F G 26 28 10'-0" F F 24 26 � 24 28 12'-9" 9 24,,-"22 G G 2� 26'-10" 28,,--'30 G J 3� s, to' 11'-5r. 5--F 24 28 c F G 26 28 9r_7rr 24 26 , 24a28 + 12'-1" F 24,,-`22 F G 2� 26-4- 28 30 G J 30 34 10 1 r 11'-2" F F 24 F G 26 28 9'_2" F� 24 26 F G 24 28 11 7-„ ,, G F 24 22 F G 2 25'-9" 28 30 G J 3 34 17, 12' ; 10-11 22 24 F .G 24 26 8'-10" :F F .G 24,--'24 .11'-0" ,22 24 F G 2� 25'-3" c' G 28 30 G J 30 32 12' 13' 10'-9.. F F 22 28 F G 24 26 8'-7" 22,-"24 F G 24,,-"24 10'-7" 22 24 �F �G 228 24'-9rr 28,,-`30 G J 3� 13 14 1.pr�rr F F 22 22 F 'G 24,,--26 ;-01115' Brrr / 22,,-`24 F G 24 26 10'-2" 22 24 F G "24,-,,--" 24'-4" 28,,-` 28 30 G G 30 32 14, 101-4"F ; F F 24 8'-0.. F F F F 24 9'-10" / 22 F 2 23 11--� 28 G 3 42 1s' G 26 24 24 24 G 30 G 10'-2" F . f F `G 24 7'-10" 22 24 24 24 9�_7�� G F 22,-`24 F G 2� 23'-6" G� 28 G 30 1s F 26 30, , 32 1r' 1'0'-0' 22 24 T-7� 22 / 24 9r_3N G F 22 F 2� 23'-1" 26,--"30 -GG` 3� 1r �..� 26 24 24 24 18' 9'-10" F i FF -2 G 22' 24 7'_5N 22 22 / 22,,-`24 9r_pN G F 22 24 F G - 4 26 22'-9" � 26 30 G 28--- 19' g�_Bn F F 22 22 F G 22 24 7 -3�� 22 24 81_9n 22 24 F 2� 22'-5" > 26,,-`30 G G 2� is 20'1 9'-7" ' F G ��-1 �� 22 22 8'-722 F 2� 22'-1" 26,,-*" G 2� 20, 24 24 G 30 G 2r; 9'-5rr F ; F .22 F G F 22 22 22,,-"24 8--4" 22 24 F G 2 6 21'-5" 1,��G 26,--"30 G G 28 21, 24 6'-11" NOTE: C FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. Z r SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED &FOOTNOTE: SHT. 29 FOR FREESTANDING r r 00 1 ry � "SAMPLE" r^'mob o Z C=G. INDICATES POST & FTINDICATES POST & FTG. X „� r FOR 70 MPH FOR 90 MPH I hn. . I.C.C. E.S. EVALUATION ORAIMN BY: K G I LIVE LOAD= -JAMES PATIO COVER S TEM AS MFG. BY: SHEET REPORT NUMBER DATE: 1 112 3/2 0 02 O. FOX, CIVIL ENGINEER POST SPACING TABLE 10, 20 a 30 par DURALUM PRODUCTS, INC. ER�2s40P SCALE: NONE .. j E 8080 TELEGRAPH RD., DOWNEY, CA 80240 70VBD FREESTANDING AND ATTACHED HORR. NAND = 8289 ALPINE AVE., SACRAMENTO, CA 95828 28 OF 30 REVISED BY:K.K6D.P. " 582 808.1337 FAX:927-2509 toxon hotm il.00m1(916)452-7021 70,8061tOMPHxmNo.o=4M FAX403.1519 "Ies&durskm.00m 10# L. L. 1-10 MPH FREESTANDING OPEN LATTICE PATIO COVERS 12' HT. OR LESS z 101-4" DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM DBL. 2" x 6.5" x .024" BEAM DBL. 3" x 8" -BEAM - 3" x 8" BM. W/ INSERT 26 r 28 MAX. POST MAX. ' \. POST 28 MAX. POST MAX. POST E 8060 TELEGRAPH RD., DOWNEY, CA 002/0 MAX. POST MAX. POST 6288 ALPINE AVE., SACRAMENTO, CA 08828 � MAX. POST MAX, POST HT. r10'-0" j MAX. HT. ■ 8' HT. =12' ` MAX, HT. = 8' HT. ■ 12' MAX, HT. ■ 8' HT. ■ 12' MAX HT. ■ 6' ■ 12 j o 110 MPH 1 t0 MPH 110 MPH 1 t0 MPH 110 MPH t 10 MPH 110 MPH 110 MPH m o POST SPACING POST SPACINGrMM POST SPACING POST SPACING m MIN. CUBE MIN, CUBE 13'-6" CUBE MIN. CUBE MIN. CUBE MIN. CUBE MIN. CUBE MIN. CUBE 9'4" F 28 G 30 81-3" G 26 POST FTG. POST FTG. \N. - ST FTG. POST FTG. 32 POST FTG. POST FTG. 9'-1" POST FTG. POST FTG. 7'-10' F 26 TYPE X28 TYPE G 28 PE 30 TYPE G 32 TYPE 34 TYPE .11' 8'-10" TYPE 28 TYPE 30 T-6 F 26 G 28` 11'-7" G 28 G 30 11'-3" G 32 J- 34 1 r 12' 8'-7" F 26 G 28 7'-2" e' 101-4" G 28 G 30 SHEET REPORT NUMBER 26 G 28 10-1 G 28 G 30 E 8060 TELEGRAPH RD., DOWNEY, CA 002/0 G 32 6288 ALPINE AVE., SACRAMENTO, CA 08828 � 34 e r10'-0" 882 608.1337 FAXp27.260D roxen hotme8.mm G 28 G 30 9'-0" G ",,26 G 28 14'-6" G 28 G 30 12'-4" G 32 .34 r e' 9'-8" G 28 G 30 8'-7" G 26,' G 28 13'-6" G 28 G 30 12'-0" G 32 J I1' 9'4" F 28 G 30 81-3" G 26 G\,\, 28 12'-9" G 28 G 30 11'-8" G 32 J 34 a 10' 9'-1" F 28 G 30 7'-10' F 26 G X28 12'-1" G 28 G 30 11'-5" G 32 J 34 ta4 .11' 8'-10" F 28 G 30 T-6 F 26 G 28` 11'-7" G 28 G 30 11'-3" G 32 J- 34 1 r 12' 8'-7" F 26 G 28 7'-2" F 24 G 26 11'-0'� G 28 G 30 11'-0" G 30 J 32 12I 13' 8'-4't F 26 G 28 7' -off F 24 G 26 10'-7" �G 28 G 30 10'-9" G 30 J 32 13' t4' 8'-111 F 26 G 28 6'-9if F 24 G 26 10'-2" G 28„ G 30 10'-6" G -30 G i 32 14'' 15' 7'-11" F 26 G 28 6,�" F 24 G 26 9'-10" G 28'. G '30 10'-3" G 30 ., G �. ; 32- 15' 1e' 7'-8" F 26 G 28 6'-4" F 24 G 26 9'-7" G 28 G 30. 10'-0" "G 30.,' G .' 32. it 7'-5" F 26 G 28 6'-2" F 24 G 26 9'-3" G 26 G '28 9'-9" G 30, c G -j 32 1r' 1e'T-2.. F 26 G 26 6'�1" F 24 G 26 9'-0" G 26 G '2'8 9'-6" G 30` G 32 te' 19' 6'-11" F 24 G 26 5'-11 F 24 G 24 8'-9" G .26 G 28 `9'-3" G 30 G 32 20' 6'-8" F 24 G 26 5 -9' F 24 G 24 8'-7" G 26 G 28 g -0 G 30 G 32 20' 21' 6'-5" F 24 G 26 5'-7" F 24 G 24 8'-4" G 26 G 28 8'-9" �G. 30 13 - 32 2r NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING I.C.C. E.S. EVALUATION DRAWN BY: KK �(� FOX ENGINEERING INC. LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: . > SHEET REPORT NUMBER DATE: 1 in32002 IF JAMES G. FOX, CIVIL ENGINEER POST SPACING TABLE 1 10 20 a 30 psl DURALUM PRODUCTS, INC. lA`�'I •- 27 OF 30 ER -2840P SCALE: NONE E 8060 TELEGRAPH RD., DOWNEY, CA 002/0 110 FREESTANDING AND ATTACHED HORIZ WND ■ 6288 ALPINE AVE., SACRAMENTO, CA 08828 � REVISED BY: KK b D.P. 882 608.1337 FAXp27.260D roxen hotme8.mm 70, D0 6 110 MPH 018 152-7021 FAX 103.1810 .ales tluolum.eom aeao.omaer� 20#• L:L.-'t 110 MPH: FREESTANDING OPEN LATTICE PATIO COVERS 3" x 8"..BM W/ INSERT l� DBL.2"x8.5�x.032" BM. OR 3"x8"BEAM DBL. 2" x 6.5" x .024" BEAM DBL. 3" x 8" BEAM � > 110 MPH \MAX. POST. MAX. POST MIN. POST TYPE ' MAX. POST MAX. POST G MAX. POST MAX. POST 36 MAX HT. ■ S* HT. =12' MAX. HT. - 8' HT. a 12' MAX. HT. - 8' HT. - 12' m POSTPOST SPACING SPACING POST SPACING 110 MPH --j,110 MPH 110 MPH 110 MPH 110 MPH 110 MPH MIN. POST CUBE FTG. MIN. POST CUBE FTG. MIN. POST CUBE FTG. MIN. POST CUBE FTG. MIN. POST CUBE FTG. MIN. POST CUBE FTG. E 32 + 34 11' TYPE G -TYPE J 34 TYPE TYPE G 32 TYPE 34 TYPE 6' 9'-0" G :,28- 32 30 , 81-611 G 26 G 28 11'-5" G 28 G 32 T g'-9" G 28 G 30 81.0%, F 26 G 28 10'-7" G 28 G 32 6' 8'-7" G 28 G X30 7'-7" F 26 G 28 9'-11" G 28 G 32 8'-5" G . 28 G 30 �T-3'- F 26 G 28 914" G 28 G 32 1o' 8'-3" G 26 G 28 6-11-", F 24 G 26 8'-10" G 28 G 30 11, 8'-1" F 26 G 28 6'-8" XF,�,, 24 G 26 8'-5" G 28 G 30 12' 7'-11" F 26 G 28 6'-5" % F 24 G 26 8--111- G 28 G 30 13' 7 =9" F ; 26 G 28 6'-2" F 24 G 26 T-9" F 28 G 30 14' 7'-7" F' 26 G 28 6'-0" F 24 26 7'-5" F 28 G 30 15' 7'-5" F 26 G 28 5''10" F 24 G� X26 T-2" F 28 G 30 16' 70-4" F 26 G 28 5'-8" F 24 G \i 26k\ 7'-0" F 28 G 30 1T 7'-3" F 26 G 28 5'-,6" F 24 1 G 1 26 -6V-9" F 28 G 30 N NOTE: FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 29 FOR FREESTANDING F, 12' HT. OR LESS ,."o 3" x 8"..BM W/ INSERT l� > S� C MAX. HT. � Z 110 MPH Q 00 MIN. POST TYPE CUBE FTG. IV O G zO G.T1 36 6' 6288 ALPINE AVE., SACRAMENTO, CA 85828 F, 12' HT. OR LESS ,."o 3" x 8"..BM W/ INSERT l� > S� MAX. SPACING MAX. HT. MAX. ST HTPO1 ' 110 MPH 110 MPH MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. 20'-9" G 32 J 36 6' 6288 ALPINE AVE., SACRAMENTO, CA 85828 20'-3" G 32 J 36 T (816) 452.7021 FAX 403.1516 sale uralum.aom 19'-10" G 32 J 36 6' 19'-5" G 32 J 36 9 19'-0" G 32 J 34 10, 18'-7" G 32 J 34 11' G 32 J 34 12' 17'-11 G 32 J 34 13 17'-7" G 30 J 32 14' 17'-3" G 30 J 32 15' 17'-0" G 30 J 32 16' 16'-8" G 30 J 32 1T I.C.C. E.S. EVALUATION DRAWN BY: KK FOX 5NGIN55RING INC. LIVE LOAD • PATIO COVER SYSTEM AS MFG. Y: SHEET REPORT NUMBER DATE: 11/23/2002 JAMES G. FOX CIVIL ENGINEER POST SPACING TABLE 10, 20 & 30 psf DURALUM PRODUCTS, INC. 28 OF 30 ER -2840P SCALE: NONE E 8080 TELEGRAPH RD., DOWNEY, CA 60240 -TI 110 FREESTANDING AND ATTACHED HOZ- VdND • 6288 ALPINE AVE., SACRAMENTO, CA 85828 REVISED BY: KK & D.P. 682 608.1337 FAX:927.2509 faxen hotnug.com 70, 80 8 110 MPH (816) 452.7021 FAX 403.1516 sale uralum.aom JO0 "O' — 30# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO COVERS C -DBL.2"x6.5"x.032° BM. OR 3"x8"BEAM DBL. 2" x 6.5" x .024" BEAM DBL. 3" x 8" BEAM 110 MPH > 0 `t MAX, POST SPACING MAX. POST HT._- 8' MAX. POST HT. = 12' MAX. SPACING MAX. POST HT. ■ 8' MAX. POST HT. - 12' MAX, POS I SPACING MAX. POST HT. - 8' MAX. POST HT. - 12' —POST 110 MPH-., 110 MPH 110 MPH 110 MPH 110 MPH 110 MPH , MIN. POST TYPE CUBE FTG. MIN. POST TYPES CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. e 7'-5" F 26 G '-281 T-0" F 24 G 28 91-511 G 28 G 30 r 7'-1" F 26 G .28 G F 24 G 28 8'-91, G 28 G 30 8' 6'-9" F 26 G 28 6'-31' ' F 24 G 28 8'-211 G 28 G . 30 e' 6'-6" F 26 G 28 6'-0" F 24 G 28 7'-8„ F 28 G 30 10' 6-3" F. 24 G 28 51-8" F 24 G' , . 26 7,-411 F 26 G 28 1r 6'-1" F 24 G '28 5'-6" F 24 G 26 701' F 26 G 28 12' 5'-10" F 24 G 26 51-3" F 24 F 24 6'-811 F 26 G 28 13' 5'-9" F 24 G 26 5'4" F24 F 24 6,-5„ F _,26 G 28 14' 5'-8" F 24 F 26 4'-11" F 22 F 24 6'-2" F 26 \G 28 12' HT: OR LESS' 3" x 8" BM W/ INSERT FOOTING MAX. SPACING MAX. POST HT. ■ 8' MAX. POST HT: ■ 12' 110 MPH -110 MPH I MIN. POST TYPE CUBE FTG. MIN. POST TYPE CUBE FTG. W/ SLAB G 30 G 32 e 16'-4" G -30 G '324 r 20" 40" 30 . G -.32. 8' 15'-0" G 30 G 32 9. 141-6" G 30 G 32 1 o' 14'-0" G 30 G 32 ++' 13'-7" G 28 G 30. .12' . 13'-4" G 28 G 30 13' 13'-1" G 28 G • 30 14' I.C.C. E.S. EVALUATION ALTERNATE FREESTANDING FOOTING CUBE FOOTING SO. x 18" THICK CUBE FOOTING CUBE FOOTING SO. x 18" THICK CUBE FOOTING W/ NO SLAB W/ NO SLAB W/ SLAB W/ NO SLAB W/ NO SLAB W/ SLAB 20" 23" SQ. 18" 38" 60" SQ. 36" 22" 26" SQ. 20" 40" 51" SQ. 38" 24" 30" SQ. 22" 42" 63" SQ. 40" 26" 33" SQ. 24" 44" 56" SQ. 42" 28" 3r' SQ. 26" 46" 56" SQ. 44" 30" 41" SQ. 28" 48" 67" SQ. 46" 32 45" 60. 30" 50" 68" SQ. 48^, 34" 4r' SQ. 32" 52" 81" SQ. 50" 36" 48" SO. 34" W 84" SQ. j 62„ I.C.C. E.S. EVALUATION DRAWN BY: KK FOX ENGINEERING INC. LIVE LOAD. PATIO COVER SYSTEM AS MFG. BY: SHEET REPORT NUMBER . DATE.' 11/`232002 JAMES G. FOX CML ENGINEER POST SPACING TABLE 10, 20 b 30 psf DURALUM PRODUCTS, INC. 29 OF 30 ER -2640P SCALE: NONE 1: 8060 TELEGRAPH RD., DOWNEY, CA 80240 110 FREESTANDING AND ATTACHED HOWL WIND ■ 8288 ALPINE AVE., SACRAMENTO, CA 08828 REVISED BY: KK 8 D.P. 682 808'1337 FAX:827-2508 foxen hotTole m 70, 90 8110 MPH (918 462.7021 FAX 403-1518'331e3®d°ntum.aom 1O� 11O• °�07 ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL ALUM. ALLOY 3004-H36 2.740" ROOF SLOPE _ I ALUM.ALLOY 1. 806 • 3.0 �� 8.0,. I.C.C. APPROVED 8" BEAM .042" WIND DESIGN S.M.S 70 MPH #14 A 12" O.C. 90 MPH #141_2" O.C. �0—#14 @ NOTE: #14 SMS SHALL HAVE A MIN. l" PEN. INTO HEADER o. aao co. �n.sn HEADER BEAM AND ENCLOSURE WALL SYSTEMS OPTIONAL DECORATIVE FASCIA MUST BE I.C.C. APPROVED UNDER 1997 U.B.C. ( WOOD, ALUM. OR HARDBORD )\ #14 S.M.S. SEE TABLE ABOVE n EXTRUDED 1 I EXTRUDEQQRIRIP EDGE PANEL TO HEADER BEAM CON IR3"GUTTER WALL FASTENERS SEE TABLE BELOW PANEL SPAN TABLE PANEL SKIN INCH INCH LL = 10 LL=20 LL=30 OPTIONAL NON-STRUCTURAL FASCIA 3„ .024" 18'-0" 12'-9" 10'-9" A=1/4'43x1 1/2"®12" O.C. E=3/8"0X2 1/2"(8318" O.C. w .032 14'-5" 12'-4" 4„ .024„ 21'-4" 15'-1" 12'-4" .032" 22'-0" 17'-4" G=7/1 6"04 1/2"®12" O.C. � D=7/16"0x1 1/2"®12" O.C. HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR WIND DESIGN AT 2x FASCIA . W/ SIMPSON A35 STI P 5IM TELEGRAPH RD., DOWNEY. CA 90240 AT WOOD STUD 16" O.C. HORIZ. WIND"0 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 70 REVISED BY: K.K. a D.P. A C C E H H 80 B C C E H H 110 D C_ C G H H � Z¢ Lj=oL r, I Ivo yr LA%j JL nr-vv �,.��.�,� ENGINEERING INC A=1/4'43x1 1/2"®12" O.C. E=3/8"0X2 1/2"(8318" O.C. w B=3/8"Ox1 1/2"®16" O.C. F=7/16•'0x2 1/2"®16" O.C. QN CL V5 C=3/8"0x1 1/2"(4312" O.C. G=7/1 6"04 1/2"®12" O.C. � D=7/16"0x1 1/2"®12" O.C. H=3/8"0X21/2"012" O.C. - AT MASONRY OR CONCRETE LL=10 LL=20 LL=30 J J K J J K J J K J=1/4" 0x1 1/8" @16" A.B. K=1/4" 0x1 1/8"®12" A.B. RAIN GUTTER 3-T6 3.200" OR 4.200" WALL FASTENERSAPPROVED 3" SEE TABLE INSUL. ROOF PANEL #10 SMS T&B 1,880" AT 12" O.C. 3 OR 4" HANGER CHANt PANEL TO PATIO ENCLOSURE CONN #14 S.M.S. SEE TABLE ABOVE ;UL OF ,INSULATED ROOF -PANEL INSULATED ROOF PANEL TO I.C.C. APPROVED J TO I.C.C. APPROVED rBEARING WALL SYSTEM, NON-BEARING WALL SYSTEM NOTE: PANELS SHALL BE ELITE ALUMINUM CORP. I.C.C. E9-5,658 OR APPROVED EQUAL THE PA' USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS] lUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORrUSE WITH PATIO COVERS COMPLYING WITH APPENDIX WH APT .4 I DIVISION III, OF THE U.B.C. ICH MUST BE SUBMITTED WITH -2648 WHEN INSULATED ROOF PANEL IS USED. .\D .D IV 0 0 'i TE ALL C40NENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED I.C.C. E.S. EVALUATION DRAM BY: K.K �,.��.�,� ENGINEERING INC LIVE Lpgp"ITIO COVER SYSTEM AS MFG. BY: REPORT NUMBER DATE: Il2=02 IF JAMES 0. FOX, CNIL ENGINEER INSULATED ROOF 10, 20 a 30 ps1RALUM PRODUCTS, INC. SHEET ER•2840P REVISENONE STI P 5IM TELEGRAPH RD., DOWNEY. CA 90240 PANEL CONNECTIONS HORIZ. WIND"0 ALPINE AVE.• SACRAMENTO• CA 95M 30 OF 30 REVISED BY: K.K. a D.P. 27.2509 (oxen noVmII.00m 70, 00 a 110 MP6) 462.7021 FAX 409.1619 eeles unslum.eom ne I�aoraaam� ave pv�2 ��NL �, (,��`� � � l� � �► LLI t. t r _ r CC *T JXav 50'�'o ARE =wE L #I"or ? Y ItiRi S.3v- -� z free Estimates Insured g& Bonded ULTTl�LAT'E PLUS 3106-B limy 32 o PATIO COVERS Chico, CA 95973 ROOMS 530) 342-3052 office (530) 342-2364 fax J i r-'\ GRG G -Q15 ✓ e Recollection of Quality Rem.?;ns Ler.; lifter Price is Forgotten NOTE: See the attached Residential Construction Requirements. Pages t The 2001 CBC, CMC, CPC, CEC, and 2001 California Energy, Efficiency Standards as amended by Butte County apply to this project J � •19 •wM...r �•�rr� _ 11 7 9 J - .t 4 JUN 2 8 2005 f� WILLDA ` U ` \ i Fasteners*. for pressure -preservative` treated and Ire-retardan� ' ood,shall be hot -dipped zinc coated galvanized, stainless steel', silicon ronz731--cop 'C 2304.3. The builder is resppnsible for compliance with the props manDfactWbOts:-g&(9603•eg0irefiTftts for corrosion -resistance. ON Y V.I. • i 0, .W l w r,•t w0ai COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATtON AND PERMIT PERMIT NO. 3�- ASSESSOR PARCEL NUMBER r,. ZO ING BUILDING PERMIT OWNER r,// TELEPHONE SQ. FT, OCC -1 BUILDING VALUATIO OWNER' AI LING�ORE SS 11ELEPHONE CON R CTQR'S NAME '� CONTRACTOR'S 4AILIt4G -ADDRESS ' V Fireplace CONS RUCTION LENDER UNKNOWN _ Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS 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 ❑ Duplex ❑ Mobi lehome ❑ Other 1" tf —51w I jvh VA -55 SPEC Building sewer 5.00 Mobile Home S I G I W 110.00 e TYPE OF WORK New [Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: — Permit Fee $ �^ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2t/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the_Business and Professions Co my license is in f Y fore a effect. License No d 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON•RESID R BRANCH CIRCTITS 2.50 ea NEw CONSTR. POWER APPARATUS &) NON.RESI D. (SINGLE OUTLET CIR. 20@50t Ex. Occup(o Ts OR FIXTURES BAL®3O FIXED PR Ex. Occup. OUT LE (RESID.)EA.) 2.00 Temporary service 10.00 - Mobile Home Facilities 15.00 4 Mise. Wiring 15.00 T010 , Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ��I have placed on file with the County of Butte Building Department JK a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree ave, indemnify and keep harmless the County of Butte against all liabili ' s, judgm s, costs and expenses which may in any way accrue against id County co _ e granting of this permit. X ate Signature of Appl cont — Owner Contractor Agent ❑ An OSHA permit is re fired for ex vations over "deep and demolition or constr ct- ion of structures over stories in h fight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ / OCCUP. GROUP TYPE OF CONST, PARCEL PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which LIC D=Cse BY PERMIT EXPIRES Date— the applicable resolutions fees have been WORKS GDate '— '� provi- to do paid. C, Receipt No. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Y. PERMIT NO. 2034-84B,P,E PERMWEXPIRES A-s-- OWNER JACK SMITH, CONTR.. Holiday Pools ASSESSOR PARCEL 33-1.2-01 LOCATION 137 Acacia, MXXXOroville Temp. Power Pole r� Y, Called P( a Temp. Elec: S Called P( Temp. Gas Se Called PG o,• JOB FINALE[ j Signature = OK = Not OK =Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q'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 1 6: Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Carports; Windows—Doors 7. Utility Clearance 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 k's Date POOL ans) OK except N's 1. Zoning Requirements—Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line t d__ asements 2 of Compaction Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3.Str re; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. E Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector c.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector —r . EI c.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7, lec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. B s—Enclosures—Panelboards— Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy . H h Department Approval Card B -I Card B-1 Date Card -BI Date Date Card -BI Date Of"Plumb; Cir. Test—Water Supply Test Card -BI Card -BI I ate Card -BI Date to Card -BI Date 1. M/ J = OK 0 = Not OK = Not Applicable SIE = Not Ready RESIDENTIAL f$in°g!,e and Duplex) _ , Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5.Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -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 FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. 17. D.W.V.; Test-Fttngs & Anchors -Nail Protection Shower Pan; Test, First Floor -Tub Access 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. 65. Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. 23. Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 70. Plb., Elec. &Mech. Equip. Listed for Location 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. 73. Looked in Attic F] Yes Insulet ion- Foam- Deck Construction -Post Caps Guard Rails 25. 2 Appliance Circuits in Kitchen &Conductor Size 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor El Yes 27. Range Circ. / / g Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral 'Yes El 75. Following instld.: Drive El Yes E] No; Walks E) Yes E] No; Planters ❑Yes 11 No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. 79. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B-1 Date Date Card -BI Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. 32. 33. A.C. Ducts; Insulation & Support Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 85. 86, Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfn_g._ 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) 62 NOTES RESIDENTIAL ;PERMIT NO. 033-120-06i.. 11-1375 J GREENE, LAMON'T 137 ACACIA, OROVILLE Cont: ULTIMATE PLUS ADD SUNROOM/SF BY SRA FLOOD CERTIF CATE REQ. FIRE SPRIN ERS REQ. , SPECIAL I PECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f � :t k e ite ..,JOB FINALED (D - l - �� Signature c Jez 15"973 Sr V1 , 0404 2.- ue UL4'tj►, _ �4f a, e Cz +6 Correc-46.1" Al (D I'c_ 17 44e., C ' � �6' vi r Jaz aHs /sem - ,j -r #'-.a r cLs4 u mer�s C> /CA ^40 0174. F' LjnG e -e Y%e-1 q el -S) one r2 .37 Aca-CjcL Ave. CA'YZ- a '34"� Qu 0-S 0//�Wsure n5 f -;0-e C, inif 114 /;a,, S 4 & ts'q 46wa °10__ 01 ./Y GCs -2 71 42-7-0`5' -------- i Free Estimates i Insured & Bonded TE PLUS Jim BrogdenCharlie Watts 624-2958 624-2032 3106-B Highway 32 PATIO COVERS Chico, CA 95973 ROOMS ------- (530) 342 -3052 office (530) 342-5364 fax The Recollection ofQualitv Remains Long After Price is Forgotten = OK = Not OK =NtAa4Ole MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connecto? 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. • Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J =OK OK ¢� = Not =Not AApplicable RESIDENTIAL (Single & Duplex) • p = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11.Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following InslldJIXive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections ' 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fre Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following InslldJIXive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections ' 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fre Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: SITE PLAN ... .1 . . . . . . . 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D Reco ............ ....... ..................... ....... . . . .......................... ...... ...... :...........::......:.....I......;......;. .. ..... -K17 vi . . . .............. ............................. ........... ............ % ...... ...... ............ ..................... ............. ...................................................... ............. .............. ................... ........................ ...... ............... ....... ............ ...... .............................. Assessor's Parcel Number: OT APP PROVIDE FOR ALL • '8cald: 1"'-. Q()_ F ®.ICEPUSE ONLY E PLAN� ADJACENT PARCELS Pa ... I .... ------ a ...... ..... ! n Fcma Owner Name GRE� 15 )',4'/"0,v7- 4 /4 /U 'D sq�'Fr+ Zoning: SIZE (AC): Address / Phonb No. 137 14,L,4cid OR o, u i 53Y C1�3_3 o 0 General Plan Desig: ZONING- I 0 0 Site Location Slmrr unON\ Size, Acres GEN PLAN: Contact: _Narn'e - .7:0 rn 5-3 20 C—C2 j�/ -Phone 3,g,.7 2— USES: I I A ROOF PANEL CONDUIT/FAN SUPPORT CENTERED IN PANEL WIDTH 3 CLEAR SPAN L I SEE TABLE No. 1 GENERAL SPECIFICATIONS A. PANELS: Panels are fabricated with aluminum faeings structurally bonded to a polystyrene core. The resulting building panel varies in thickness from three to six inches and in lengths up to 30 feet. B. FACINGS: 1. Thickness: Minimum .024 Maximum 032 Standard panel facing is .024 Panels having 032 facings will be labeled accordingly 2. Alloy: 3105-H154 or 3003-1116 3. Crede: Fy-18 KSI. Min. r 4. Wash Coat:' (Bonding Surface) wax free poL ester 10 mil.dry film 5. Surface Coat: Ae Icil ylic enamel - baked on Te eratu - 4 4 6-a 3 5 50 P / F. Pe Ilacdness F -2H C. CORE: Expanded polystyrene (EPS) having a density of 2 lbs maximum thickness of three to six inches full size of panel. Normally walls require 2 lb and roofs require 2 1b density foam. The flame spread index is 25 or less and the smoke density rating iT no greater then 450..- 0. ADHESIVE: 111e fillicsive is ISOGRIP SP 2020D produced, by Ashland Chemical Company Division of AsIdand Ltc. E.. BONDING: - Final -bonding (eucing of adhesive is performed in -"vacuum bags" for three to four hours under constant and even pressure over the entire panel surface). a Panel/Facing thickness and Coca dinsity are determined from Table 1. F. The:_;upport.and attachment of theppanels must be substantiated by. :Calculations submitted to butlding department for approval. IIN T7 17 V W ELITE S Ir UCTUR.AL PANEL SPAN • L SPAN LSNOTHS OF SANDWICH PANELS IN fLAT'M.SE 9ENCINO. PANELS ARE SIMPLY SUPPCRTEC TABLE 1 W OR WL IS APPUM DESIGN UNIPCRM LCADINO, PSP (PCLNCS P" SCUARE FOOT) EP.S d W t LL CORE -:.:}..fes.::::::.....:. with -..all applicable laws and'Yegulation;PC)<:LegyrB b C.Ma>>s>s`>' Engineering, Inc. are not a is (j. iensive an'` "' i6-; if "'' Y :.::::::..,;:>;:.;;;.• d not provided with an :4h snitrii>_:::' Pr Y Plsli`}' lied wa 0 .-U120 A. -u1 a0 FOR THICKNESS .� DATE .?':� 2 4 2004>;>;v<>::::<»<> ' ATE APPROVED.:*::.Y,6-.,.:... PANEL PSP SKIN W L W L . -FeH-'ROSS 1'�L:Y Cjl�/l��Oi�i INCH APPROVE INCH io 1 20 1 30 1 Q 10 1 'y 1 30 1 40 10 1SC 1114 21- rT1 3- I11I.C32I I 14'3 I 1z4- I 10137- 159• I tz4- I 10'4' 024 1116- 10.0-- lzr 10.r 9. 0 Ir --11.3 I X-32 - 13'4- 1 11.6- - 13'r tzl 021 21'4- 151- 124' iC-r 1710- 13'1 C- 11'r 10'5"`:: 4- 11.4 1.032 2"0' 1i 4- I 14'3- ( 1z3- 19'5- I 150- I 12.10- i GATE:06Z0A7 ao_; 1_� «" rr Ira - SPAN L=4GTH VALUES TO THE RIGHT OF THE SOLO VERTICAL UNE ARE GOV&%AlEU:$:Y.:1]E:;;'i ECTION U180 OR U24o. VAfi11A5 T..aTT+=:LEFT::>:: OF SIE SOLD UNH ARE LIMITED BY ALLOWABLE BENOINO STRESS F?-!, OCOPSF:E:Tk4=:1!ii tl93:GOVERNED BY DErLECTION,*;k° GLFA'A 3P:.1N LE4G i H3 BASED ON THE APPLIED WS LOAD UST =0 A3 WL PSP, ADO APP#tGX1ti+A:7idY21NC14E3. TO THESE VALUES TO OBiA1NSPAtF:'" LENGTHS C TO C OF BEARINGS, THE VALUES LIMITED BY STRES3 (L15 :DE'UNOEij COt U1dN::t 12Q� 3j t= S?AN L_"IGTHS C TO C OF SEARING:. THEY ARE BASED ON THE SUM OF LIVE LOQ.Mt/itJ3FttJElsWE.tQF;TWE)1~ESTE'.�.AS W (W-WL+WO). SUBTRACT WO FROM W TO OBTAIN THE DESIGN LIVE LOAD WL SPAN LENGTHS FOe'3 YGf{. ", -OA,7FNC S;Q?HaR>TH IFlQST=D ABOVE MAY BE OBTAINED BY STRAIGHTIJN_ INTERPOLATION. ' V SECTION B -B F ALUMINUM FACII>5> Fan support and condult,2"x3"x.070 APPROVED Tubc 6063 -TI alloy, bond, 4 s , C.M.J. Engineering, Inc., a Department of H using-, `. fib Community Development ap design approval thir party n ,. g ag±�",for • ;. FACTORY 13UIL1` 4-Ql �[1riG LE No: 1 FO TRIC JUN ? $ 2005 WILLDAa1 These plans and/or documents hate»Cevjaviebcc. oral s to the EP.S requirements found in the Califomia Cods f`!''' p...... le S. Cha ter P . 3, Subcha ter 1. The mf "...... ....' "' "} P mfg/applicant Is sotC:::tis ;''sis::igr m Bance:::>'>>`:' ;<. Y6 4 P CORE -:.:}..fes.::::::.....:. with -..all applicable laws and'Yegulation;PC)<:LegyrB b C.Ma>>s>s`>' Engineering, Inc. are not a is (j. iensive an'` "' i6-; if "'' Y :.::::::..,;:>;:.;;;.• No. 1 not provided with an :4h snitrii>_:::' Pr Y Plsli`}' lied wa SEE TABLE , >..,:..}... v.., -•�:�>:>:::<:»<::.}.ti.... FOR THICKNESS .� DATE .?':� 2 4 2004>;>;v<>::::<»<> ' ATE APPROVED.:*::.Y,6-.,.:... }_... ,:..;;. :.�.::.. / . _ ..f...:: Y .� .::!:: v..::;:n'::j;.y$;:% ..'•...L}.::;:�•.;:::::..: ':./ BUTTE E O U. V TY Fw.'41t �' ?h:o: A: 6-:•r �. � .... ' ..+.+'::.� Pt>3n SECTION !JiDINC� V . -FeH-'ROSS 1'�L:Y Cjl�/l��Oi�i • EXPIRE .�a,:.�fi`6- • � ;>L':=<,',:�•' : {:LTL +, .. �' .L a;%,�;.' .'c!!v. 5;::.:v - SECTION 'A -A APPROVE -, F:::>:>>1 ODEi>.: tit,:.::., ^ i �.... ''q.�(.'ti::�Y,�Y.•.. 6-o-}i..}x... s�}��J�•"''::•:=L'6-:; }•.� : :r•`.:..>;.:..:. C!F ':;.}. i a'oa�/1'rY//•L y ..Pacific- Consulting Engineers _2150 BELL.AVENUE, SUITE 145 SACRAMENTO,•CA 95838 (916)-56G-6028. (916) 564-6029 (FAX) >[ iT10"PLITE ALUMINUM CORPORATION 4650 LYONS TECHNOLOGY PARKWAY COCONUT CREEK, FL 33703 954 - 949 - 3200 SCALE- N.T.S. APPROVED IM DRAWN BY JOD. DATE ICBG -ES NO. ER -5658 REVISED 3.42-994( EI:ITE--ROOF PANEL MODEL aIIIIIIII t -1 DRAVING NUHBER 95101.0= l•. of 1" MAXIMUM PROJECTION NOTE: OVERHANG VAR TO 24" MAXIMUM APPROVEDPATIO COVER ROOF. TOPTRACK TO SPLICE . DIRECTLY OVER WCHANNEL MIN. EXIST. RESIDENCE OPTIONAL DOOR LOCATION LIVE LOAD MAX. PROJECTION 10 psf 21'4" 20 psf 1T-0" 30 psf DOOR: (30" z 74" MIN.) ^ (46'x BCMAK) !// I POST SHALL NOT OCCUR IN FRONT OF DOOR AWNINGSUPPORT POSTS r VARtYTOSUIT ONON-SEARING SYSTEM MAX. LENGTH PER THE REQUIREMENTS ROOF PLAN OF THE APPROVED PATIO COVER DRAWING EXIST RFSITIFNr;: -r SOLID PANELS 51111 I\ II IU01 STANDARD PANEL WIDTH 24", 36", 42" OR 48', SEE TABLES SHT.2 FRONT WALL ELEVATION MAX OVEF 63{E�Ii613:4 HEADER FILLER 2-18 SMS EA. SIDE PANEL SIDE OF'M CKMNm BOTTOM TRACK 4' "MIN. WINDOW OPENING SPUCE 8' SEE TABLES, SHT.2 MINIMUMFROM VERTICAL CHANNEL. 2-#BSMS. IGCKPLATE FILLER PANEL EA. SIDE OF x CHANNEL 1/4' 0 "RAW'L STUD" OR (I PER?n EQUAL PER ICBO ER -4514, B' MAX FROM EA SIDE OR 113-0 OF "N' CHANNEL (2 PER PANEL) EXIST. CONC. SLAB IN GOOD CONDITION (31/2- THK MIN. OR 1 1? TIMES THE ANCHOR EMBEDDEPTH SECTION A _ WHICHEVER IS MORE RESTRICTIVE) - BEARING WALL SYSTEM (4 PER -,n OR 1/8'0 HEADER FILLER PANEL NOTE: B'-0' MAX WIDTH TEMPERED GLASS SIDE SLIDING DOORS MAY BE INSTALLED IN END WALLS WHERE SOLID PANELS ARE PERMITTED, (SEE NOTE ON FLOOR PLAN). KICKPLATE FILLER PANEL 1/4" O'RAWL STUD' OR EQUAL PER ICBO ER -4514, e• MAX FROM EA. SIDE OF CHANNEL (2 PER PANEL), APPROVED PATIO COVERROOF. #8 S.M.S. a r D.C. °": •I � pie EXIST.CONC. •°�� i SLAB IN GOOD �: • •• ' CONDITION e`6."o. oe••'-o :: (312"THK.MIN. ••a . •'•'o ORI /2'TBAES THE MCHOR EMBED.OEPTN WHICHEVER IS MORE RESTRICTIVE) NON-BEARING SYSTEM w Z � 2 a w U) 0 M v 0 W IL w 0 Ja< �$g�< a"'Om STANDARD PANEL WASHER WIDTH: 24",36",42"OR 48", obi SEE TABLES, SHT.2 — TOP 8 BOTTOM TRACK SHALL o 0 BEAR FIRMLY ON MULLION SIDE WALL ELEVATION PRIOR TO INSTALLATION OF FASTENERS. . 08 METAL BACKED S/8" NEOPRENE WASHERED S.M.S: ® 8" O.C. MAIC ' . 2- #8 S.M.S. EA. SIDE SECTION L —OF'M CHANNEL (4 PER "li) OR 1Ar "POP• RIVERS. �f HEADER FILLER 2-18 SMS EA. SIDE PANEL SIDE OF'M CKMNm BOTTOM TRACK 4' "MIN. WINDOW OPENING SPUCE 8' SEE TABLES, SHT.2 MINIMUMFROM VERTICAL CHANNEL. 2-#BSMS. IGCKPLATE FILLER PANEL EA. SIDE OF x CHANNEL 1/4' 0 "RAW'L STUD" OR (I PER?n EQUAL PER ICBO ER -4514, B' MAX FROM EA SIDE OR 113-0 OF "N' CHANNEL (2 PER PANEL) EXIST. CONC. SLAB IN GOOD CONDITION (31/2- THK MIN. OR 1 1? TIMES THE ANCHOR EMBEDDEPTH SECTION A _ WHICHEVER IS MORE RESTRICTIVE) - BEARING WALL SYSTEM (4 PER -,n OR 1/8'0 HEADER FILLER PANEL NOTE: B'-0' MAX WIDTH TEMPERED GLASS SIDE SLIDING DOORS MAY BE INSTALLED IN END WALLS WHERE SOLID PANELS ARE PERMITTED, (SEE NOTE ON FLOOR PLAN). KICKPLATE FILLER PANEL 1/4" O'RAWL STUD' OR EQUAL PER ICBO ER -4514, e• MAX FROM EA. SIDE OF CHANNEL (2 PER PANEL), APPROVED PATIO COVERROOF. #8 S.M.S. a r D.C. °": •I � pie EXIST.CONC. •°�� i SLAB IN GOOD �: • •• ' CONDITION e`6."o. oe••'-o :: (312"THK.MIN. ••a . •'•'o ORI /2'TBAES THE MCHOR EMBED.OEPTN WHICHEVER IS MORE RESTRICTIVE) NON-BEARING SYSTEM w Z � 2 a w U) 0 M v 0 W IL w 0 Ja< �$g�< a"'Om 543 EXP. 9-40 265 rlq CMI F0 CALF CORNER CHANNEL FILLER PANEL FILLER PANEL SECTION C FEMALE 'H* CHANNEL MALE "H" CHANNEL , WINDOW SIDE FRAME SECTION F FEMALE/MALE"H'CHANNEL #14X3 12"S.M.S. W/ 1"O.D.PLATE WASHER & NEOPRENE INSERT. SPACE 12" O.C. #8 M.S. OR 8"O "POP" IVET AT )P, BOTT. ID -HEIGHT RACEWAY "H" 4. SIDE, -PICAL SECTION D RACEWAY "H" CHANNEL FEMALE "H' CHANNEL MALE 'H" CHANNEL SECTION G FEMALE/MALE"H"CHANNEL #8 S.M.S. OR 1/8" "POP" RIVET AT 32"O.C. MAX. WHERE WINDOW OCCURS & 24" O.C. MAX. WHERE PANEL OCCURS; EACH SIDE, TYPICAL. _ WINDOW SIDE FRAME INSULATED0 W THICK ROOF PANEL INSULATED ROOF PANEL NON-BEARING SYSTEM 914x3 12"S.M.S. W/ 1"O.D.PLATE O &�a WASHER / obi iD SPACE 12" O.C. o 0 AT TOP, BOTTOM & a< J o=p & MID-HGT. f � y = N U QRZ O o� w 2 2 a J O 0 SECTION L O n C J Z �f TOP CHANNEL AT SIDE WALL EXTRUDED OR rEXIST. APPROVED ENCLOSABLE SECTION M R.F. FASCIA I AWNING STRUCTURE 14 l C. U Z 543 EXP. 9-40 265 rlq CMI F0 CALF CORNER CHANNEL FILLER PANEL FILLER PANEL SECTION C FEMALE 'H* CHANNEL MALE "H" CHANNEL , WINDOW SIDE FRAME SECTION F FEMALE/MALE"H'CHANNEL #14X3 12"S.M.S. W/ 1"O.D.PLATE WASHER & NEOPRENE INSERT. SPACE 12" O.C. #8 M.S. OR 8"O "POP" IVET AT )P, BOTT. ID -HEIGHT RACEWAY "H" 4. SIDE, -PICAL SECTION D RACEWAY "H" CHANNEL FEMALE "H' CHANNEL MALE 'H" CHANNEL SECTION G FEMALE/MALE"H"CHANNEL #8 S.M.S. OR 1/8" "POP" RIVET AT 32"O.C. MAX. WHERE WINDOW OCCURS & 24" O.C. MAX. WHERE PANEL OCCURS; EACH SIDE, TYPICAL. _ WINDOW SIDE FRAME INSULATED0 W THICK ROOF PANEL INSULATED ROOF PANEL NON-BEARING SYSTEM 914x3 12"S.M.S. W/ 1"O.D.PLATE z WASHER / & NEOPRENE INSERT. iD SPACE 12" O.C. o 0 AT TOP, BOTTOM & a< 0. & MID-HGT. CHANNEL AT WALL EACH SIDE, TYP. EACH SIDE, TYP. QRZ O o� INSULATED 3" THICK ROOF PANEL a J O 0 INSULATED ROOF PANEL BEARING WALL SYSTEM SECTION H MALE 'Ti' CHANNEL ' WINDOW MALE"H"CHANNEL SIDE FRAME EQUAL'H"CHANNEL #8 S.M.S. OR 1/8" "POP" RIVET AT EACH END OF EACH CHANNEL & AT 32'0.C. MAX LER FILEQUAL H' CHANNEL INTERMEDIATE EACH SIDE, TYPICAL SECTION J. MALE1EQUAL1MALE/ "H" CHANNEL #8 S.M.S. W/ INTEGRAL " wncura a,��•n r SECTION I EXIST. EXTERIOR WALL #8 S.M.S, 32" O.C. CAULKING MALE/ -W CHANNEL JUN ? R 1005 PATIO CHANNEL #8 S.M.S. OR 1/8"0 #8 S.M.S. OR 1/8"0 / "POP" RIVETAT ROP" RIVET AT AT TOP, BOTTOM & AT TOP, BOTTOM & &MID•HGT. & MID-HGT. CHANNEL AT WALL EACH SIDE, TYP. EACH SIDE, TYP. J SECTION L FILLER PANEL TOP CHANNEL AT SIDE WALL EXTRUDED OR rEXIST. APPROVED ENCLOSABLE SECTION M R.F. FASCIA I AWNING STRUCTURE WINDOW SIDE FRAME ROOF PANEL #8 S.M.S. OR 1/8'0.. "POP" RIVET AT AT TOP, BOTTOM & . & MID-HGT. EACH SIDE, TYP. CHANNEL AT FRONT WALL SECTION N #10 S.M.S. FILLER PANEL \ (d"8"O.C. rTOP CHANNEL WINDOW SIDE FRAME EQUAL"H"CHANNEL FILLER PANEL SECTION P FILLER PANEL ' EQUAL'H"CHANNEL EQUAL" W/ WINDOW FRAMES SECTION Q EQUAL "H• W/ SOLID WALL r BUTTE COUN r BUILDING DIVISION w u UW"$ 7J< J N [�u 003 1.615 1.500 WINDOW SILL ALUM. ALLOY 6063-T5 BAY "H" ALUM. ALLOY 6063-T-5 .075 .135 o 30 1 350 .760 .710 .710 871 y ? m W } 1.510 060 oo;" 2.610 ° a = O z. 1.490 r25O O��o� LITOPCHANNELCOVER F"9®, „oma 200 I ALUM. ALLOY 6061-T6 ` I i TOP CHANNEL (BEARING WALL) ALUM. ALLOY 6061-T6 poo °oNm 20=0 STIFFENER, USE IN HIGH WIND AREA 3 h o = W 1.11s = H k 059 ° ° ` W #500.390845" .9500.640"O1 165 .865 ..75" 850 W .299 3 1.025° 1.00" U yw wR � WINDOW SIDE CHANNEL Z_ WINDOW INSERT W 0� 9-� 3 , GLAZING CHANNEL ALUM. ALLOY 6063-T5 Z . sslo�& .lso WITH STIFFENER Z e of X . O �� S..G. FO, ALUM. ALLOY 6063-T5 2.010 ^)p 410 .375 N� Z}5"t= .055" 1.175 1 #10 1-12" 3/8" 0 M.B. TYP. WOOD SCREW, 3" MAX FROM - e 3 EACH SIDE EA SIDE OF "H" CHANNEL OF VERTICAL Z.11 MULLION , , FILLER PANEL STD. WASHER FEMALE "H'.' CHANNEL .141 30' .080 30' 2.139 BOTTOM ALUM. ALL 6063-T6 2.025 BOTTOM CHANNEL CHANNEL 2.015 ,W o . 0 0 2.11 0.743 2.010 WOOD DECKING 2"0 WASHER PLT. WOOD DECKING 480 `� •090 0.723 ENCLOSURE ATTACH.TO WD. DECK L055^ I s 2.000 .125 .540 15 TYR z NOTE: DECK DESIGN BY OTHERS - ENCLOSURE ATTACH.TO WD,. DECK 90 w a 2.257 MAY NOT CAUSE OVERALL :,;, 2.0. o " HEIGHT TO EXCEED MAXIMUM.. W NOTE! DECK DESIGN BY OTHERS MALE "H" w MAY NOT CAUSE OVERALL HEIGHT CHANNEL TO EXCEED MAXIMUM. ALUM. ALLOY 6063-T6 , 1 .141 30' .080 30' 2.139 2.202 o w 2.025 2.015 0 0 278 0.743 TT `� •090 0.723 s 2.000 .125 1.500 2.257 0.055 } 2.922 y z w uj s 2.202 2.025 L O owl = Kwu 0.743 a. a. w I I t l RACEWAY H tj 5 CHANNEL COVER EQUAL "H' CHANNEL a<om� 2.945 CORNER CHANNEL ALUM. ALLOY 6063-T6 ALUM. ALLOY 6063-T6 io. X o �Z� ALUM. ALLOY 6063-T6 o bio d5,.. 2.265 905 500 2.280 2.280 I'-2.140-� 2.140 F 3 y W Ys K 1.615 1.500 1.510 ' 0.260 0.055 0.015 0.055 = 7' k 0 0 < 7 5 665 0=170.015 w .380 2.10 1"MIN. 0.250 0.250 I 1.1� 1.740 m L 22' HEAD CHANNEL f BOTTOM TIM W z WWF ,,:.WINDOW ALUM. ALLOY 6063-T6 ALUM. ALLOY 063-T6 JUN 2 8 2005 z z ID W < ., . C 0VVILLUX W A LL LL 1.038 ' 3.900 i 2.40 0.070 DIA. 0.190 .055 .056 1.200 0.178 1.740 oil I 2.110 2.000 .150 t ---E L -I- - - : = = = �-=2.125---I 7- 197 125 m .0872.22 TOP CHANNEL RACEWAY "H" CHANNEL' - Naz ALU f1ba60�3=T6 0 z ALUM. ALLOY 6063-T5L%�TY BUILDING DIVIS101 J 2.W � TABLE A: L.L. = 10 PSF BEARING WALL SYSTEM SECTION A 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD= 10 PSF WIND LOAD= 10 PSF LIVE LOAD= 10 PSF WIND LOAD= 15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0' UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" FEMALE -MALE H -CHANNEL , FEMALE -MALE H -CHANNEL _ MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING LIVE LOAD= 10 PSF WIND LOAD= 15 PSF ALLOWABLE UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0' OR LESS ALLOWABLE UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0' -. EQUAL "H" CHANNEL P 24" 36" 42" 48" 24" 36" 42" 48" ALLOWABLE DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-6" 9'-9" 1 9'-0" 1 8'-0" MAX. TOTAL HEIGHT 10'-6" 1 9'4" 1 T-0" 8'$" 8'-10" MIN' TVP' WINDOW HEIGHT MIN' TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 MIN. TYP. WINDOW HEIGHT RACEWAY CHANNEL & MALED 2 RACEWAY CHANNEL &MALE 8'-0" MAX. TOTAL HEIGHT 2 9'-9" MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE WINDOW HEIGHT ALLOWABLE WINDOW HEIGHT SEE ELEV. SHT. 1 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS ALLOWABLE MAX. TOTAL HEIGHT 1 1'-6" 11'-6" 11'-6" 1 V-3" MAX. TOTAL HEIGHT 11'-6" 10'-7" 1 9'-10" f 9'-2" DIMENSIONS MIN. TYP. SEE ELEV. SHT. 1 MIN. TYP. SEE ELEV. SHT. 1 11'-3" WINDOW HEIGHT 11'-6" WINDOW HEIGHT T-10" 9'-2" MALE-EQUAL-MALE"'H" CHANNELS 2 MALE -EQUAL -MALE "H" CHANNELS 2 SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 MALE -EQUAL -MALE "H" CHANNELS MALE -EQUAL -MALE "H" CHANNELS MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE MAXIMUM ALLOWABLE MAXIMUM H -CHANNEL SPACING 24" 36" ' 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS 42" MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 10'-6" MAX• TOTAL HEIGHT 11'-6" 11' 6" 11'-3" 10'-6" ' 11'-6" MIN. TYP. WINDOW HEIGHT MIN. TYP. WINDOW HEIGHT MIN. TYP. SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 EQUAL "H" CHANNEL 2 EQUAL "H" CHANNEL 777 WINDOW HEIGHT 1 EQUAL "H" CHANNEL 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING H -CHANNEL SPACING ALLOWABLE H -CHANNEL SPACING ALLOWABLE = 0 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS 24" 36" 42" 48" DIMENSIONS 24" 36"42"-- SEE ELEV. SHT. 1 48" = MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'-0" MAX TOTAL HEIGHT 10'-6" 9'-9"N 9'-0" 8'-6" + MIN. TYP.SEE WINDOW HEIGHT MIN. TYP. WINDOW HEIGHT ELEV: SHT. 1 SEE ELEV. SHT. 1 U w TABLE B: L•L. = 10 PSF NON -BEARING WALL SYSTEM SECTION B 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD --10 PSF WIND LOAD= 10 PSF LIVE LOAD= 10 PSF WIND LOAD= 15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0' -. EQUAL "H" CHANNEL P EQUAL "H" CHANNEL P P "H" CHANNEL 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING . ALLOWABLE ALLOWABLE -,-24" 36" -42" -48--- 24" --- 36"- 42"- _48"_ _-—DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 11'-6" 10'-3" 91-6" 8'-10" MAX TOTAL HEIGHT 10'-3" 814" T-9" 17'-3- '7 MIN. TYP. WINDOW HEIGHT MIN. TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 O X a- w 0 U O CL C� 1 LL w a 0 II J ES S 1.01 j 1 SG.Fn. F � �z p,2i5 VVI � OF C WL TABLE C: L.L. = 20 PSF BEARING WALL SYSTEM (CONT.) SECTION A 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD= 20 PSF WIND LOAD= 10 PSF LIVE LOAD= 20 PSF WIND LOAD= 15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0' UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" FEMALE -MALE H -CHANNEL 2 FEMALE -MALE H -CHANNEL G P "H" CHANNEL 2 2 MAXIMUM H -CHANNEL SPACING MAXIMUM MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE 24" ALLOWABLE 48" 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-6" 9'-9' 9'-0" 8'-0" MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'-6" MIN. TYP. MIN. TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 WINDOW HEIGHT SEE ELEV. SHT. 1 RACEWAY CHANNEL & MALE DD 2 RACEWAY CHANNEL &MALE 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 11'-6" . 11'-6" 11' 6" 11'-3" MAX. TOTAL HEIGHT 11'-6" 10'-7" T-10" 9'-2" MIN. TYP. WINDOW HEIGHT MIN. TYP. WINDOW HEIGHT SEE ELEV. SHT. 1 SEE ELEV. SHT. 1 MALE -EQUAL -MALE "H" CHANNELS MALE -EQUAL -MALE "H" CHANNELS 2 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" L48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 1 10'-6" MAX TOTAL HEIGHT 11 '-T 11'-6" 11'-3" 10'-6" MIN. TYP. MIN. TfP. SEE Et SHT. 1 SEE ELEV. SHT. 1 WINDOW HEIGHT WINDOW HEIGHT 1 EQUAL "H" CHANNEL 2 EQUAL "H"CHANNEL 2 ..MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-0" 9'-9" 9'-0" 8'-0" MAX. TOTAL HEIGHT- 10, SEE ELEV. SHT. 1 MIN' TYP. MIN. TYP. .. WINDOW HEIGHT WINDOW HEIGHT SEE LEV.. SHT. 1 c. V �..ww N B TABLE D: L.L. - 20 PSF NON - BEARING WALL SYSTEM (CONT.) SECTIOwiLLnAN 70 MILES PER HOUR 90MILES PER HOUR LIVE LOAD= 20 PSF WIND LOAD= 10 PSF LIVE LOAD= 20 PSF WIND LOAD= 15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT -10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-W UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'40' P EQUAL"H"CHANNELEQUAL 2 P "H" CHANNEL 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING 24" 36" 42"PT-T' " 24" 36" 42" 48" ALLOWABLE DIMENSIONS ALLOWABLE DIMENSIONS MAX TOTAL HEIGHT 10'-3" 8'-4" T-9" MAX. TOTAL HEIGHT 10'4" 8'41" 1 T-9" T-3" MIN' TYP. WINDOW HEIGHT MIN' TYP. SEE ELEV. SHT. 1 '� SEE ELEV. SIS 7EqG WINDOW HEIGHT C UN" APPROVE-, u.r+u v LL CL N -J J N U Z w W O 7 0 U W z �_ � Z U 6: pig W w z o X E� a "LLS z M'S 8 UJ w o ri X W W Q OLL3 TABLE A: L.L.= 30 PSF BEARING WALL SYSTEM (CONT.) SECTION A 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD= 30 PSF WIND LOAD= 10 PSF LIVE LOAD= 30 PSF WIND LOAD= 15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0' UPLIFT= 15 PSF FOR HEIGHT GREATER THAN 10'-0" FEMALE -MALE H -CHANNEL 2 FEMALE -MALE H -CHANNEL G MAXIMUM 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE . ALLOWABLE DIMENSIONS :._. ALLOWABLE MAX..TOTALHEIGHT 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-0" 9'-9" 9'-0" 8'-0" MAX. TOTAL HEIGHT 10'-3" 8'-4" 7'-9" 7'_3" SEE ELEV. SHT.1 SEE ELEV. SHT.1 MIN• TYP. MIN. TYP. WINDOW HEIGHT WINDOW HEIGHT RACEWAY CHANNEL & MALE F2) RACEWAY CHANNEL & MALE 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 11'-6" ' -� 1-6" 11'-6" 11'-3" MAX. TOTAL HEIGHT 11'-6" 10'-7" 91-10" 9'-2" MIN. TYP. MIN. TYP. SEE ELEV. SHT.1 . SEE ELEV. SHT.1 WINDOW HEIGHT WINDOW HEIGHT MALE -EQUAL -MALE "H" CHANNELS 2 MALE -EQUAL -MALE "H" CHANNELS 2 MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42" 48" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX.TOTALHEIGHT 11'-6" 11'-6" 11'-3" 10'-6" MAX. TOTAL HEIGHT 11'-6" 11'-6" 11'-3" 10'-6" MIN. TYP. MIN. TYP. SEE ELEV. SHT.1 SEE ELEV. SHT.1 WINDOW HEIGHT . WINDOW HEIGHT EQUAL "H" CHANNEL 2 EQUAL "H" CHANNEL 2 eF MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING ALLOWABLE ALLOWABLE 24" 36" 42„ q8" 24" 36" 42" 48" DIMENSIONS DIMENSIONS MAX. TOTAL HEIGHT 10'-0" 9'-9" 9'-0" 8'-6" MAX. TOTAL HEIGHT 10'-6" 9'-9" 9'-0" 8'$" MIN• WINDOW HEIGHT MIN. TYP. SEE ELEV.. SHT.1 SEE ELEV. SHTA WINDOW HEIGHT TABLE B: L.L.= 30 PSF NON - BEARING WALL SYSTEM (CONT.) SECTION B 70 MILES PER HOUR 90 MILES PER HOUR LIVE LOAD= 30 PSF WIND LOAD=10 PSF LIVE LOAD= 30 PSF WIND LOAD= 15 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT=11.25 PSF FOR HEIGHT= 10'-0" OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0" UPLIFT- 15 PSF FOR HEIGHT GREATER THAN 10'-0" ___......: EQUAL "H" CHANNEL EQUAL "H" CHANNEL MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING '24".:-: '.'36" .. 42„ 48" - 24"_ .36'L.- ...."42" 48" . ALLOWABLE DIMENSIONS :._. ALLOWABLE DIMENSIONS MAX..TOTALHEIGHT 11'-6" 10'-3" 9'-6" 8'-10" MAX.TOTALHEIGHT 1.0'-3" 8'-4" ­ 7'-9" 7-3" TYP: MIN. TYP. ELEV. SHT.1 SEE ELEV. SHT.1 WINDOW HEIGHTWINDOW ..SEE HEIGHT 80 O " >Om>. Oam �,D a„o, a, U) a i J z a a 0 . — z O J J U U U U 0000 X m N (D O Q Y l7 N' m z w S? I a� cr S ru ��. SS1011Q� SS.F'- F'✓� 0 21543 _ VUR 0 i wk-uk T4TcOFCaL`�c GENERAL NOTES & SPECIFICATIONS 1. THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT SHALL COMPLY WITH APPENDIX CHAPTER 31, DIVISION III, OF THE 1997 UBC. 2. DESIGN LOADS - SEE TABLES. 3. EACH ENCLOSURE SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION TAG WITH THE NAME AND ADDRESS OF THE ENCLOSURE MANUFACTURER. 4. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION WHICH PROVIDES AN OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL THAT IS EQUAL TO AT LEAST 65 PERCENT OF THE AREA BELOW A MINIMUM HEIGHT OF 6-8" OF EACH WALL. 9. OPENINGS MAY BE ENCLOSED WITH INSECT OR READILY REMOVEABLE TRANSLUCENT OR TRANSPARENT PLASTIC NOT MORE THAN 0.125 INCHES IN THICKNESS. OPENINGS MAY ALSO BE ENCLOSED WITH READILY REMOVEABLE TEMPERED GLASS OF NO MORE THAN 0.125 INCHES IN THICKNESS WHICH COMPLIES WITH SECTION 2400 OF THE UNIFORM BUILDING CODE REGARDING HUMAN IMPACT. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 80 MPH AND GREATER MUST COMPLY WITH AREA LIMITATIONS OF SECTION 2403 OF THE UNIFORM BUILDING CODE IN RESISTING WIND FORCES, AND IS SUPPORTED IN ACCORDANCE WITH STANDARDS OF THE UNIFORM BUILDING CODE. 6: KICK PLATE AREAS MAY BE SAFETY GLAZED. ACCORDING TO CHAPTER 24, SECTION, 2406 OF THE 1997 UNIFORM BUILDING CODE. SAFETY GLAZING MAY BE PLASTIC OR GLASS. r SANDWICH WALL PANELS OF HARDWOOD, PARTICLEBOARD OR PLYWOOD WITH A )AM CORE SHALL COMPLY WITH I.C.B.O. REQUIREMENTS AND/OR BE kLIFORNIA-FACTORY BUILT HOUSING APPROVED. SANDWICH PANELS MAY BE JPPLIED BY OTHERS. 8. CONCRETE ANCHORS SHALL BE RECOGNIZED BY I.C.B.O. EVALUATION SERVICES, INC.. 9. FASTENERS: "POP" RIVETS SHALL BE 1/8" 0 W/ 50 50 ALUM. RIVET & CARBON STEEL PLATED MANDREL. SHEET METAL SCREWS SHALL BE STAINLESS STEEL CAD. PLATED OR GALVANIZED. ALL ALUMINUM EXTRUSIONS ARE OF ALLOY & TEMPER 6063-T6 UNLESS OTHERWISE NOTED. r BUTTE COUNTY BUUILDING DIVISION APPROVED - JUN 2.8 2005 WILLOAN. •