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Home My WebLink About069-210-070^ �n�� ` . ^ / TRACY Robert & Mary Oroville 474 Lodgeview Dr, AY 474 Lodgev.iew Dr .'Oroville. o&g e v ' eD t "rovl ove r/SLF MISCELLANEOUS HVAC Change Out HVAC REPLACEMENT 474 LODGEVIEW DR TRACY REVOCABLE FAMI, ` ' F M Mom er BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 474 LODGEVIEW DR Owner: Permit No: B07-1020 APN: 069-210-070 TRACY REVOCABLE FAMI, Issued Date: 5/10/2007 By GLB Permit type: MISCELLANEOUS 474 LODGEVIEW DR Subtype: HVAC Change Out OROVILLE, CA 95966 Expiration Date: 5/9/2008 Description: HVAC REPLACEMENT Occupancy: Zoning: RTI Contractor Applicant: Square Footage: COMPLETE EQUIPMENT REPAIR & MA COMPLETE EQUIPMENT RE Building Garage RemdUAddn 143 WILLOW PASS ROAD 143 WILLOW PASS ROAD OROVILLE, CA 95966 OROVILLE, CA 95966 (530)589-1187 (530)589-1187 Other Porch/Patio Total FEE INFORMATION DBM Heat Pump (Package Unit) $55.00 Total Charged: $55.00 Fees Paid: $55.00 Balance Due: $0.00 Receipt No: B3017 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License COMPLETE EQUIPMENT REPA 694781 / C20 / 8/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the 70 X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 5/10/2007 penalty [$500]; Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE AND the work himself or herself or through his or her own employees, provided that such improvements WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by section 3700 ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 1796724 Exp. Date:$/1/2007 Contractors License Law.). (This section need not a completed if the permit is for one hundre dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ❑ _ISSUED, 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' X 5/10/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 5/10/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prop e owner or am aut orized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY 5/10/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN],' Print Date the performance of the work for which this permit is issued. (3097 civ. code) 1:1Owner Contractor OR Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State zip i► BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name j_ First Zeg Mailing Address t_ -7 Lj+ L� r � -p _ . 1 City � Stat Zip Phone Fax E-mail APPLICANT INFORMATION CONTRACTOR Nameuwyue v q2c+ne. Address /` , L City O?CRL&��S11 Fax Stat Zip Phone Phone Fax E-mail E-mail Lic. # ` 7SIClass State License Number APPLICANT INFORMATION ARCHITECT/ENGINEER Name City -Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E mail APPLICANT SIGNATURE X PROJECT LOCATION AP# - ^1 Io h lJ Property Address l_ L( City PERMIT NO. r, (� � . 1 b d' BIN # I WORKER'S COMPENSATION I 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: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9 (a-•2��3'7 ASSESSOR PARCEL NUMBER 069-210-070 RTl ZONING BUILDING PERMIT OWNER ROBERT TRACY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 500 C 6,500-00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME DUR A LUM PRODUCTS TELEPHONE CONTRACTORS MAILING ADDRESk69 ALPINE AVE Fireplace CONSTRUCTION LENDER r�NAOWN Total Valuation $ 6,bOU.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS S Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 474 LODGE VIEW DR PERMITFEE S PLUMBINGPERMIT Filing Fee 20.00 OROVILLE Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF EY, Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition OX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DECK COVER (20'X25') — Mobile Home S I G W1 @20.00 PERMITFEE � Contractor ELECTRICAL PERMIT Filinq Fee 20:00 5 OV OR LESS Main Service 200A OR LESS ) 23.00 ' Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license -i - full force and effect. /' Oa p (n d- License Class 1 Lic. No. Y OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURSO. OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APOUTPARATUS ) & SINGLE LET CIR. Ex. Occup. (OUTLET OR FIXTURES 20 @ 1.00 BAL .so Ex. Occup. OUTLETS . OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this ermit is issued. My w c ensati n rine arrier and p lic numb are: Carrier ^' 11 S= U MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE 3 Contractor Policy Number - d G (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with �th se provisions. rr >`- LA, ��14U)�l C' Date �L Signature of Applicant - ❑ OwnerContrac r ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 168.50 HAZ. I D. FEES IMP FLOOD X OF PARC0. C PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By EXPIRES ON I applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 20109A/PERMIT WHITE-D.D.S.-B.D. CANARY -A SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENTOF"DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ZONING BUILDINGPERM7VALUA7TIONN .AS ` ESSORPARCELNUM13ER �; 069-210-070 RT TELEPHONE J1 SO. FT. OCC. BUILDIN OWNER ROBERT TRACY _ `'':OWNERS MAILING ADDRESS 500 C 1 » CONTRACTORS NAME DUR A LUM PRODUCTS- RODUCTS -. " TELEPHONE . -4 CONTRACTORS MAILING ADDRESA269 ALPINE AVE Fireplace CONSTRUCTION LENDER OWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ PERMITTEE $ BUILDINGADDRESS 474 LODGE VIEW DR 1 AR PLUMBING PERMIT i ing Fee 20.00 OROVTLLE Each Trap 7.00 LAT NO. SUBDN5ION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE Each gas water heater or vent 15.00 SF 9 Duplex ❑ Mobilehome ❑ Other Gas piping system 1 - 5 outlets 15.00 SPECIFY Building sewer : 15.00 TYPE OF WORK Mobile Home S G W @20.00 New ❑ Addition CYk Remodel ❑ Utilities ❑ Installation ❑ Other ❑ PERMITFEE $ Describe Work: DECK COVER (201X251) Contractor l ELECTRICAL PERMIT Filina Fee 20.00 Main Service ( %. 1 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP.SO. OR ADDNS. ( & ACC. BUDS. ) 3.50 FT. LICENSED CONTRACTOR'S DECLARATION ( CIRCUITS ) @7.50 I hereby affirm under penally of perjury that I am licensed under provisions of Chapter NNEW ON-RES DT BRANCH POWER APPARATUS ) 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, ( & SINGLE OUTLET CSR. and my licens 's in fuilvorce and effect. ^ �L �� /�(- Ex. Occup. (OUTLET OR FIXTURES ) FIXED APPINS. OR 20 Q ,.00 SAL .SO License Class � Lic. No.` OWNER-BUILDER DECLARATION EX. OCCU p (OUTLETS (REBID.) EA 5.00 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Temporary Service 23.00 Law for the following reason: Mobile Home Facilities 20.00 I, as owner of the property, or my employees with wages as their sole compensation, Misc. Wiring 23.00 will do the work, and the structure is not intended or offered for sale. ❑ [_as owner of the property, am exclusively contracting with licensed contractors to construct the project. PERMITFEE $ ' ❑ 1 am exempt under Sec. Business and Professions Code for this Contractor reason MECHANICAL PERMIT Filing Fee 20.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self-insure for workers' Cooling compensation, as provided for by section 3700 of the Labor Code, for the Hood 6.50 performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section Ventilation 3700 of the Labor Code, for the performance of work for which this permit is issued. PERMITFEE $ Mywor rs' ompenslfuo-h-in ur nce carrier and policy num • r are: '� Contractor Carrie 4 Mobile Home Installation Fee $ Policy Numb (The above sections need not be comple e if the permit is for work of a valuation Energy Inspection Fee $ of one hundred dollars ($100) or less.) OCC CONST. TYPE TOTAL FEE $ ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' HAZ. D. FEES I IMP I FLOOD CDF HD ISSUE compensation laws of California, and agree that if I should become subject to the I workers' compensation provisions of section 3700 of the Labor' Code, I shall This permit is hereby issued under the applicable provisions forthwith comply with those provisions. of the Butte County Code and/or Resolutions to do work -fh ��t�C�JQfAi.VIW r Date indicated above for which fees have been paid. Signature of Applicant - ❑Owner ❑ Contr ctor ❑ Agent An OSHA permit is required for excavation's over 60" deep and demolition or construction By Date of structures over 3 stories in height. 20, PERMITEXPIRESON Receipt No. p WHITE-D.D.S.-B.O. CANARD SSOR PINK-INSPECTOR GOLDENROD-APPLICANT (Date) N �, - --. . --.... ,..- . ..*'^'�R "7FwT+•�wf� . .... T_ . ,..s..n.fi �,t-'s' R-^7.TT"� tlR+7!' "1-. COUNTY OF BUTTE -DEPARTMENT OF.DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NU11 MBER 069-210-070 ZONING RT1 BUILDING PERMIT OWNERROBERT ,PRACY rELEPHONE t / SO. FT. OCC. BUILDING VALUATION 'OWNERS MAILING ADDRESS j i t CONTRACTOR'S NAME DUR A LUM PRODUCTS TELEPHONE CONTRACTORS MAIUNG ADORES�269 ALPINE AVE cA=o 95826 Fireplace CONSTRUCTION LENDER 04&OWN Total Valuation is 6,500.00 Filing Fee $ . 20.00 LENDER'S MAILING ADDRESS S. Permit Fee $ 90. ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 58.50 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 474 LODGE VIEW DR PERMITFEE $ 1W. 50 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ON Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ~""6t Describe Work: DECK COVER (20'X25') Mobile Home I S I GI W1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licenseis,in full force and effect. License Class �y a Lic. No. +� � � OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' coin ensation' insurance •carrier and p Iilicyjnumbef are: Carrier I—It_ lC�-1- I _ N,..atf� h(It Tf. 1*-- � UIt,�" NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. ) SO. 3.50 FT. NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1. 00 BAL 30 EX. Occup. OUTLETS E APPLN . OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number 1.I M. d G !1 '2_(p+ G - (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. IUh f1C��tc .� IP12F --- '— �— Date SL`I L X ��^ 1.11�uCUnZt f //---- Signature of Applicant - ❑ Owner ❑. Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 168.50 HA2. I D. FEES I IMP I FLQRD CDF PARCEL I PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been aid. P Date (Date) Receipt No. 20,,;n,#aa WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • r• �r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �n4 ASSESSOR PARCEL NUMBER 069-210-070 ZONING RTI BUILDING PERMIT OWNER ROBERT ;RA,� TELEPHONE .y A i' SO. FT. OCC. BUILDING VALUATION 500 C 6,500.00 OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME DUR A * UM PRODUCTS TELEPHONE CONTRACTORS MAILING ADDRES6269 A1. NE AVE j(�� (�7 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ s Filing Fee $ . 20.00 LENDER'S MAILING ADDRESS S Permit Fee $ 90.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ • Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 474 LOWE VIEW DR PERMITFEE $ 108,50 OROVILU PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF DN Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition DX Remodel ❑ Unities ❑ Installation ❑ Other ❑ *%.(� t t D Describe Work: (20 X25 � Mobile Home I S I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service 000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is -in full.force and effect./f �ti C�� ( 6 License Class .. L Lic. No. % OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURS OR ( a ACC. BLDS. ) O. 3.5{t FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( d POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) ZC @ 100 BAL .50 Ex. Occup. (OUFIXED APPLNS. TLETS (RES D.OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comaensation`insurance�carrier and policy, number are: Carrier ct-ic 1 )„ tz-41 ) ) U Tr -w MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 1 Ventilation PERMITFEE $ Contractor Policy Number _' 114 t). 7 t) G (;, 2 (p+ `1 4 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. • �' �' 'k / ��•.� C 4 l v �V' rt 1' ir'� f /� G X 1c t_� ., 3iC-y cl Date �L----- Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent ' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 168.50 HAZ. I D. FEES IMP FLCXD X CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON I the applicable provisions Resolutions to do work been aid. p Date (Date) Receipt No, lU6049 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J @TTgow- T2T-1u9pt9a' - T1 T:)-T@U1W0D W EOVIQ 7LUMducts Inc. Carports / Lic. ri 650898 Manufacturing quality products since 1962 Residential, Commercial and Mobile Home Awnings, Carports and Accessories x 8269 Alpine Avenue, Sacramento, CA 95826 (916)452-7021 1 (800) 388-2586 Fax: (916) 452-7041 • State of California CONTRACTORS STATE LICENSE BOARD - HOME IMPROVEMENTI CAff� ...�.. ,� rs NTIFICATIONESPERSON Registration Number: 37956 BA ``X f I CARPORTS m PATIO COVERS III DOCK COVERS O R.V. COVERS � WINDOW AWNINGS " RICHARD F SHEIDLER ' APPROX SIZE OF COVER X _ SIZE. ENCLOSURE X NOTE SIZE CARPORT X ALUMINUM STEEL MATERIAL LABOR -PLUS -S Dick SclteidQen 1 J @TTgow- T2T-1u9pt9a' - T1 T:)-T@U1W0D W EOVIQ 7LUMducts Inc. Carports / Lic. ri 650898 Manufacturing quality products since 1962 Residential, Commercial and Mobile Home Awnings, Carports and Accessories x 8269 Alpine Avenue, Sacramento, CA 95826 (916)452-7021 1 (800) 388-2586 Fax: (916) 452-7041 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER Propose( 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET �er f'�r� c A. P. No. 04 l - dlo D /o c U©VE i- Z 75-7 Building Inspector Date p At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY V 1. All items have ben sumiee b tt d 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. ........................................ . Plot plans, 3/4 sets, signed by preparer of plans . ................................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . ................. . Statement of Intent for Non -Heated and A/C Buildings . ....................... Engineered truss details and layout in duplicate (required prior to plan check). ..: . Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ .......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer ......... . Sanitation and plot plan approval Health Department . ........... . City of Chico plumbing permit. ........................................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). . . Preanspection requ�- Pre-inspection for required. .. to Building Inspector . (Date) Contractor's license information. (No., Name Style, Classification). .......... . Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to owner , Mail to owner _ ) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use ........................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check list . ..................................................... . When you issue the permit, process as follows: Mail to owner. Mail to contractor. • Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant ' `-� ,Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution rda)e��"` "-"-L4 I `J Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. Wqhr P9tto. Cod" P 2. Additional items required: ontractor designer, owner, was advised of above required data by _2!� phone -mail Counter by G Date 9 `-12 . 6 Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date ^' Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORP C,& BEA /Or 0/ CC/�/J) L!!/_ ZDNING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 00 6,1-60 OWNERS MAILING ADDRES? _ CONT R'SeNAMFy� y n u TElEPF10NE CO TORS MARNNNO,/�yDRESS ` /Y(I f7 P J t 5 c i c9 9 t� Fireplace CONSTRUCTION LENDER 1 UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 910-60 ARCHITECT OR ENGINEER uCENSE NO. Plan Checking Fee $ g•S Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS IC r PERMITFEE $ / PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MA Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome 4 Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ U6lifies ❑ In Ilation ❑ Other ❑ II Describe Work: pCaC(LyeK, Cao' X S ' Mobile Home IS I GI W1 920.00 PERMITFEE _ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service800V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADON ( a ) SO. 3.5¢ Fr. LTI-ACCUTLEBLDS NEW CONST. MULTI -OUTLET S NON•RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) BAL 9 1-00 SO 50 Ex. Occup. ( OUTDrs (RESID.)EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL F E $ HAZ. I D. FEES I IMP I FL oo CDF PARCEL PD HO ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date in�.l Receipt No. © Iff WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE •OROVILLE, CALIFORNIA 95965-3397 ROBERT TRACY. 1474 LODGE VIEW DR. OROVILLE, CA 95966 v �_-� o'i - gni/►-,:: ►_;ter.► �. Dear Property Owner: L A N D ,O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 We have issued a permit to construct a new building, an addition, or to do remodeling on your property. This letter his to inform you we have approved the building plans submitted .for conformance with code requirements. We will only inspect the construction for conformance with code requirements. It is your responsibility to see that the building conforms to your plans and expectations. Should you have any questions concerning this letter or any other matter pertaining to'the construction, please do not hesitate to contact this office. Yours very truly, Michael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection N 069-210-070 PERMIT#96-2037 TRACY, Robert 474 Lodgeview Dr. Oroville Cont: Dur-A-Lum Products Add Deck Cover/SF . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION - NOTICE Post this job card In a safe conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. 'P069--210- O,7O_ --PERMIT#96-20,37— JRACY, Robert '474rLodgeview-Dr—., Orovk]L-le CC6nt:wDurzA-Lum Products 0 Add Deck-Cover/SF__ PERMITTEE MUST CALL FOR INSPECTIONS Footings Piers Underground Conduit Pre-Gunite l)6Not Pour on*crete.:UntiI Abby igne, Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab "Do:Not Install: Floor, or Slab; ,Until: AbowSidngd:iii�.--.'-.� Rough Plumbing Rough Electrical Rough Mechanical Framing Shower Pan Do:Not Insulate d :Until:Above:S* igne ................... Insulation -Do:Not Cover.Until Above:Signe . . .. ..... Fireplace Footing Fireplace Throat 0 o Not Continue Fireplace: Until: Ab' S ove:: ... igne Stucco Lath Scratch and Brown Do: Not Cover. Until Above, Signed Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final 00 NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY ...Addresses...---n1drmati6fi" H r" I ......... Oroville 7 County Center Dr. 538-7541 538-7636 Chico QMm6-61&Ra_ 891-2751 891-2834 Revised 7194 N RE:' Attached Building Permit Dear Permittee: . ....... Elf no co L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 538-2140 Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office - do not proceed with the work without making the correction. The job card must be signed by the inspector before proceeding with each item listed. Should he not sign the card, a white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service. As a reminder to you, it is illegal to occupy this building or portion of building for which this permit is issued without approval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items" listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. If the renewal application has not been made within 30 days of the original permit expiration date, or if the work has not commenced, a new permit application and fees will be required. IIpon completion of the work covered by this permit, Blease contact this office for final inspection, Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. r Mic ael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments RESIDENTIAL ' 069-210-070 PERMIT#96-2037 TRACY, Robert 1.474 Lodgeview Dr., Oroville Cont: Dur-A-Lum Products Add Deck Cover/SF JOB FINALED (Date) Signature V=OK ' ' ' ' I 0 = Not OK NotRel�ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. Well Clearance & Disconnect 1. Zoning Requirements - Setbacks - Easements 8. Utility Clearance 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location-Test0rap; / /"L'ft. MISCELLANEOUS Date / /Nat. or/ /"L°ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demanda/aloe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing " 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Cana 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 -GA 5. Elec.; Pool Lighting; 15 Volts -GA 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/,9 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK N O = Not OK RESIDENTIAL (Single & Duplex) - = Not Applirahlp Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope 2. Fig., Main; Soils-Elec. Gmd: / P Ftg. Depth Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss.Shting -Rfng. 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ N Ftg. Depth 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg. Porches & Decks; Soils -Steel-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s Ext Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. Bedroom Exiling 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptcales at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Elec. Receptacles in Garage (G.F.I.)-Romex Protection 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Guard rails & Deck Construction -Post Caps 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 31. Service -Riser Conductors & Ground -Main Disconect Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 32. Equip. Clearances Panels-Motors-Mech. Epuip. Stucco Brown -Finish 33. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 34. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 35. A.C. Ducts Insulation & Support Corrections from Previous Inspections 36. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 37. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet Energy Compliance Certificate -Other Certificates 39. Attic Access & Platform if Furnace in Attic Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss.Shting -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiling 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptcales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: it i DURALUM -- -965 Products, Inc. --2— UCENSE 0850898 LEGAL DISCRITION -2 PLOT�� F SIDE F Z- MAOIVRELOBER TRACY 4.74 LODGE VIE,"T DRIVE OROVILLE, CALIF - PHONE --- 589- 5871 k. ' . 8269 Alpine Avenue Sacramento, CA 95826 (916) 452-7021 Fax (916) 452-7041 MAP OVIT `3 BOOK �3 SHOWN BELOW PROPERTY LAYOUT AS REAR PROPERTY LIINE TDN� i SIDE LIVING AREA 201�RgP2��O-%OVER DRIVE WAY LODGE VIEW DRIVE �-- TO LAKE AREA —4i 8269 Alpine Avenue ®U RALU M Sacramento, CA 95826 Products, Inca 9- - 965 (916) 452-7021 LICENSE #660898 Fax (916) 452-7041 MRFiII& LMBER TRACY 474 LODGE VIEW DRIVE OROVILLE, CALIF PHONE --- 589- 5871 LEGAL DISCRITION J� PLOT PJIAPI/�!ll� BOOK �l3 Uqe_ 4.4- 45 -46 4,74k PROPERTY LAYOUT AS SHOWN BELOW V SIDE 2 REAR PROPERTY LINE /Zs LIVING AREA 201FRRP2�WV;;OVER DBIVE WAY LODGE VIEW DRIVE �----r TO LAKE AREA 0 7-�KJK� zU . SIDE DURALUM Products, Inc. 9- - X965 UCENSE #850898 e ,-kQ RSLADBERT TRACY 474 -`LODGE VIEW DRIVE OROVILLE, CALIF PHONE --- 589- 5871 . r 8269 Alpine Avenue' Sacramento, CA 95826. is (916) 452-7021 Fax (916),452.-.7041 LEGAL DISCRITION PLOT _�iQ, MAP BOOK - Ifo_ e ROPERTY LAYOUT AS SHOWN BELOW APP -60- �7� (Q6c� REAR PROPERTY LINE V SIDE K 2� S LIVING AREA 20�R9P��j7OL OVER � � I `. DRIVE WAY 1u� LODGE VIEW DRIVE �--- TO LAKE AREA H RESIDENTIAL . I, 3326-90B, P, EM E . TRACY, Robert & Mary 474 Lodgeview Dr;-Oroville Contr: Johnny Smith Const - (new sf) s �! �r z- �- R17 -1 , /f - . __ U y S,37�-' f'l/t1 L 44 E - i OFFICE COPY i � Address i i i GAS Meter By {l l� Date E Mete— Date ' � J Address — ;y i GAS ' Date Meter By ELE 'TRI '� Z Z% Meter By Dat/� JOB FINALE Signature O=Not OK -=Not Applicable ' =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 � e. MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (PlansjbK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK - = Not Applicable = Not Ready Date UNDEF -Setbacks- Ease me RESIDENTIAL (Single & Duplex) 6z2.-'7F1q_., Main; Soi - - tg. Depth tf3-Ftg., Garage; Soils-Steel-Elec. Grnd.-JaW0w1Ftg. Depth ",v Ftg., Porches & Decks; Soils-Steel-y2AF(g. Depth z Stemwalls, Main; Steel -Block outs -Wrapped `*'Stemwalls, Garage; Steel -Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab teel-Wrapped ( . iers-Flrepleee-Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date/ Card B-1 Date Card B-1 Date L� Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ,_//9il/ L_191 -Shower Pan; Test, FJr�Tub Access , A!-4- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 ix re & Transformer Clearance -Ins. Protection 2TIElec. eptacles Spacing -Lights & Switches at Doors 5-_7 3-13ftes & No. of Conductors -Stapled 2 . Rome tailed Close to Edge of Studs & C.J. qui ..Ground made up w/Mech. Fastners-Bond Gas & Water Ace Circuts in Kitchen & Conductor Size/GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al ange Circ. 141 ga. Cu o Oven irc. / / ga. Cu or Al. Ins ted Neutral 0 No Service- iser Conductors & Ground -Main Disconnect 3 ui earances Panels-Motors-Mech. Equip. 32-161oltles Closet Light -Shower Light -Spa Light ST'Smoke Detector Date- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHAfQ(CAL (Permit) OK except #'s Insulation & 35!V!Fan; Exhaust above insulation 36"C-ondensate Drain & Overflow; Size & Grade g7,'F6iPar c -e -Vent; Access -Comb. Air -Return Air Vent -115 outlet 315 -Attic Access & Platform if Furnance in Attic Date %L -Card B-1 a4 61= Date Card 8-1 Date Card 1 Date Card B-1 Date FRA (Plans) OK except #'s 5 , roper Material & Anchors . W Studs -Nailing, Spacing & Bracing -Plates -Sound K. ring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) *,—fire Stops; Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing Date FRAMING (Continued) ,agers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ireplace Ties or Type A Flue -Fireplace Throat clearance fib Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 rage Fire Protection Framing ro y Line Firewall & Openings Ext. rs-One 3' -Check Garage -3rd Story, 2 Exits t3irs; Width -Headroom -Rise -Run -Landing -Fire Protection 94 p!ywcod on Roof Overhang -Attic Vents -Rafter Outriggers Siding-Nailing_Veneer Stud. -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic e _ Walls; Nailing -Bolts In tion a eilings e _ /aJ r 1 z Z4 Infiltration -Walls -Windows �— Dates- x . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI A Plans) OK except #'s Xjj!QE�t.Steps-Door & Sidelight Protection -Landings S oke Detector Furnace; Vents -Clearance -Comb. Air -Connector - I Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa c. Trim & ubpanel; Breaker Sizes & Labels Stairs &ails 6 . FOplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer . . . uct m arage-Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. I ara e; Above Flo -Mech. Protection , le . & Mech. Equip. Listed for Location —-lec. Receptacles in Garage; (G.F.I.)-Romex Protection nsulation-Foam-Looked in Attic 0 Yes uard Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; _Pafiters 0 Yes 0 Stucco;ow 3:i is ,3/ it nit; Disconnect, Electrical, Plumbi Cl�Vents Above g. -App ian Fi ace.- rance to Openings connect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle -Underground V ntilation Throughout House lass Protection 88. Correc ions from Previous Inspections Gos Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval r91--15n_ergy Compliance Certificate -Other Certificates Date Card B-1 . Date Card B-1 Dateoff&kCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) ..�..... ;-_,,..�.�.�+� :-,r,+,.�ry.;-�,.....��_.�^_.;. �:.r^i6..r^%'!i:'k"z`-=.+i'a �}�.•�4�^".c�`�'f'``��'W�'�'xr""'^ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1,96 Memorial Way, Chico — Phone: 891-2751 -z 7 County Center Drive, Orovi Ile — Phone: 538-7541' d 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE a U0 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office °r when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector GS ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 Cc 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE JrJ f��- OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at .the above address and should be corrected. Please notify this office when correction of work.is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 3 14 Z -Z- rr, �- Inspector 91,1L f: \ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747*Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE —W b - OWNER PERMIT N0. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to. this matter, or need additional explanation, please contact this office immediately. 14 A4 l / C �P/a P 'mn Date. Inspector Inspector a =�:" ''`^...-a+'t�`-. 'y�•''�'"�`�.-.x,.fx'�:a'"�'¢.'"'"'',";a'•+f!^,..a.•:�;,�'a�,Kdn�"�`t.Ae's+�:7i.?+'�'7r1�`'�.a.,`�i`.,i"".,C17�'�,.�•'�'�,,'., COUNTY OF BUTTE : DEPARTMENT OF PUBLIC WORKS„ >•'% 196 Memorial Way, Chico — Phone: 891-2751 County Center Drive, OroviIle — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE VIER PERMIT NO. rA "A A routine inspection indicates that the following violations of County Ordinancey exist at the, above address and should be corrected. Please notify this officet when correction of work is completed. If you have any question pertaining to this ..,z matter or need additional explanation, please contact this office immediately. - - - - Q •.Sj ,4 a wry :VA fid :(a .. •kaki aEa Date Inspector�y % j COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovillt , C;aliforniy 95965 - Telephone: 916/538-7541 '7/,Z7 /1 APPLICATION AND PERMIT `-- ASSESSOR PARCEL NUMBER .� `" 69-21-70 -!ONING RTI BUILDING PERMIT / OWNER Tracy, Robert & Mary1886 TELEPHONE SQ.FT. OCC. BUILDING VALUATIO ' R 75 440 OWNER'S MAILING ADDRESS 474 Lod eview Dr. 55 deck 275 CONTRACTOR'S NAME Johnn Smith Const. TELEPHONE 589-5403 28 COV 1/-0 GC7 'i CONTRACTOR'S MAILING ADDRESS 26 Shad Court Kelly Ride 95966 woodstoV A 1 000 s2m 7,?ZgO- CONSTRUCTION LENDER UNKNOWN Total valuation $76,855 3 s Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee PA4�00 38g• ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee 482"0 , y Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee lC�O 6'O , PLUMBING PERMIT Filing Fee 10.00 IL Each Trap..0 2.00 20.00 P-0V1la_ Solar or heat pump water heater 20.00 LOT NO. 288�( SUBDIVISION NAME 1<f3 PARCEL MAP Water piping 5.00 5.00 Each gas water heater or vent 5.00 5.00 USE OF STRUCTURE SF [X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e J TYPE OF WORK New -1 Addition [J Remodel ❑ Utilities ❑ installation[] Other ❑ Describe work: 2 BR _ I Permit Fee $ 50.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1 OR LE 10000 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check One): I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification _ t3 ❑ 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) ElI, 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 CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. Z/ZQsgft 47-19 NEW CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS 6� SINGLE OUTLET CIR. Ex. 000Up(OUTLETS OR FIXTURES\\ e20A 050¢ FIXED APLINIS Ex. Occup. OUTLETS P(RESIO.)REA./ 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 1 6.00 _60.000 BTU Cooling 34 -Ton 11.00 Hood 3.00 3.00 Ventilation 3.00 Permit Fee $33.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes... I also agree to save, indemnify and keep harmless the County of Butte against all liabiliti s, judgments, costs, and expenses which may in any way accrue agains sa' County in cons qu@� a of the granting of this permit. X -- /; 1 Date —Slf Siga ure of Ap icant - Owner ❑ Contractor Agent ❑ An�SHA per it is required for excavations over 5'0" deep and demolition qg r t- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $30.00 O CONSTT P(j TOTAL E $ CEJ HAz — cc^A PARK sc FL PAR PD o sSUE Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated abov for which fees DI R OWORKS BY :��DateReceipt PERMIT EXPIRES to the applicable provi- resolutions to do have been paid. r% No. - v4b js� �fl WHITE-D.P.W.. YELLOW -ASSESSOR. PINK-INSP ECTOR, GOLDENROD -APPLICANT r=.i },r' y �r '+ tii: re �`jEa �`•.�it' �''s.i.+•' •'� i U COUNTY OF BUTTE - DEPARTMEN,T O;xPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTERED VE O.RO jE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERM IF r 'VICATION DATA SHEET Permit No. OWNER ' ti ��% i ~ A. P. No. 7r 6�'- Z/- 0 Proposed Building Use 04 Building InspectorDate /0' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid c... .................................... 13. 0 2� v� (�/�"�`�c of District ees paid .............. 14. Sanitation approval from ©�V1 Health Department, 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City�of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) —� — t 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 2. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... /h/6— Z 125. Letter of sign pure authorization ................................... 27. When you issue the permit, process as follows: Mail to owner. Mail to contrarctor. Telephone 5,001'- 5ry03and hold or pickup at ©& office. Deliver w/inspector. Other Applicant Date �-w"go Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior er't i sua ce: (Circle ne item not jphecked above). 1. Index permit for above items No. 2. Additional items required: • - � .QUI Con ,designer, owner, was advised of above required data by_phone_lnail—counter b�..date Contract signer, owner, was advised of above required data by-ALphone—mal l_counter by date Plans D� XS P by �-S Date /lans approved by Date Sets of plana gt+old in File cabinet , �A. �de Copy—DPW TO: Building Department FROM: 'Encroachment Permit Sections,.,. ✓ RE: Driveway Clearance i' s�%.^s &,��i�'f ��'ac), 4/ 7 lt' owner locatio . AP # Driveway.permit �� j Zla G has been issued for the above property. 10 All - �d si ature date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville„ California 95965 - Telephone: 916/538-7541 . APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER "ZONIN 6 — % BUILDING PERMIT .- OWNER TELEPHONE SQ. FT. O(:;C. BUILDING VALUATION OWNER'S MAILING ADORESS ,' Ale �C / m d CON RAC OR' E �tnl _ TELEPHONE Z co v o n b CONTRACTOR'SAIL1 G ADDRESS o 00 is 00 -ox cool OZ) Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 10.00 Permit Fee Plan Checking Fee $ Ob $ 0® ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ OQ Penalty $ - BUILDING ADDRESS Permit fee $ p t) PLUMBING PERMIT Filing Fee 10.00 Each Trap O 2.00 Solar or heat pump water heater 20.00 LOT NO. r.12 -!Each SUBDIVISION NAMEPARCEL MAP Water piping 55,00 qas water heater or vent 5,00 O USE OF STRUCTURE SFjE!�L Duplex❑ Mobilehome❑ Other ' SPECIFY Gas piping system 1 - 5 outlets 5.00 50 Building sewer 5.00 Sp Mobile Home S G W 0.00e a. TYPE OF WORK New' Addition ❑ Remodel[:] Utilities[] Installation❑ Other ❑ .Describe work: Z AZ--� Permit Fee $ o Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8000 AMP V 01 ORSLESS 10.00 10 .cam CONTRACTORS LICENSE LAW I declare underenalt of p y perjury y (Check One): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADO'L 100 AMP 2.50 Z NEW CONST. DWELLING OCCUPM OR AODNS. ( ACC, BLDGS. 2/2¢sgft NEW CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC UTS 2.50 ea /POWER APPARATUS e) (SINGLE OUTLET CIR. Ex. Occ Up(OUTLETS OR FIXTURES 20030¢ 5ALe30¢ EX. Occup. OUTLETS FIXED PIRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith complywith such provisions or this perrnif shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating �d 60 mda Cooling 36 — a C7 b Hood 3,00 ?� p o Ventilation I Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ofocc Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Signature of Applicant— Owner Contractor E] Agent❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ O® CONST TYPE TOTAL FEE $ �r7 6- HA2 I CUA PARK scHL FLD I PAR I Po Ho IssuE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. ir5- WHITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO: 134-90 • Public Utility District Lake Oroville area Pub y 1960 E4rin Str-t OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION. i BUILDING SEWERS must -be submitted to the.Butte County -Department of Pubic This verification form Works Building Department prior to issuance of a building or occupancy p whichever is applicable. Perit a copy Prior to final approval by Butte County of a Building or an occupancy rea Public Utility D strict, must of this verification form, signed off by Lake Oro villebe submitted to Butte County. Date: October 29 , 1990 Robert Tracy (Johnny A. Smith Constr.) Applicant: 3 Irena, 9xixxxf Camarillo, CA 93012 Applicant Address: 589-5403 Applicant Phone No.: 474 Lodgeview Drive, Oroville, CA 95966 Property Location (s): Kelly Ridge Estates, Unit 3, Lot 288 A.P. No.(s): 69-21=70 . ALL FEES PAID Fees due: T Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspections) made and successful test(s) observed: Date: Location: By: Lake Oroville Area Public Utility District release to close permit: Date:.. By: 5/89 !� RESIDENTIAL PLAN CHECKING GUIDE .(S.F., DUPLEX & MISC. ONLY) �V Bldg. Permit # 2yW6 4 OWNER �7b i� /� l �J A.P. # GENERAL Zoning requirements: (sideyards and number of permitted living units). tion. Plans signed by esi�er. +. Energy Design and Compliance.. Existing violations on property. Items on data sheet. PLOT PLAN PComplete parcel size and dimensions. Setbacks, sideyards, easements, etc. ther buildings or structures. -rading, fills, drainage. Iood hazard. Special conditions on. creation map or compliance document. . FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. .1205). . Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). �uman impact glass (Sec. 5406). `.,.Required room sizes, ceiling heights (Sec. 1207). F---GFCIs in baths, garage, and exterior outlets (Article 210-8). !Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. arage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(6)). . Fireplace and wood stove location, alcoves, and clearance. moke detectors (Sec. 1210). STRUCTURAL DETAILS a� Foundation plan complete enough to construct building. .2' Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 4.Roof construction details complete enough to construct building. . Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR • Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). • Brick or stone veneer (Chapter 30). RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) f rior plaster - weep screeds (Sec. 4706). er roof pitch for roof covering (Chapter 32). covering type - (fire hazard).er ties or bearing ridge beam. ge door or porch header sizes. uate bracing.ng area over garage- complete 1 -hour separation required on garage side uding supporting walls and posts, etc. exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). c access and ventilation (Sec.. 3205). rfloor access and ventilation (Sec. 2516). _.14 -.--Combustion air for fuel burning appliances. �15. Noise requirements on duplexes. C��obe soils - special foundation design. taining walls requiring design. Unusual shape, size, or split level house requiring lateral design. lashing at all exterior openings. 7Y 7, (Z;. 7 �3.� 5/89 CONNBCTTION PMIT APPLICATION FOR SIW]M CONNIPTION AND SaWICR FROM OROVI ARI3LIC UTILITY DISTRICT hereinafter referred AOo as licant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, herein- after referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system to provide sewerage service./ Location of property: A. P. Jk • 'Subdivision: Lot #:4W Block #: [Property Annex No. of F.D.U.'s this permit: L [ ] Property Not Annexed (] Property Annexation in Progress Multiplication Factor: Kind of Service:**Monthly .. **Monthly Charges: [PI" Residential - — [k,KResidence of Owner Connection Fee: [ ] Rental (single family) (] Rental (duplex) [ ] Apartment SC -OR Facility Charge: [ ] Industrial [ ] Commercial Total Amount Payable This Permit: Remarks: The service applied for hereby shall be in accordance with the conditions here- inafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of -Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District frau time to time. //-I/ - I- - - /. . wm� Y Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 90-44507, FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. _ The property described herein is adjacent 90-044507 ; to land or included within an area zoned Recorded for agricultural purposes, and residents Official Records ; of this property may be subject to incon- County of veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs ; but not limited to herbicides, pesticides, Recorder cord ; er ordOct-90 and fertilizers; and from the pursuit f 1 1 g; 34; U agricu tra uoperations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Rec Fee Check 5. 00 5.00. 3� CD 1 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real :property. --situate in the County of Butte, State of California, described as follows: /,0/ 2,gx Date: /e2' Z— �Id State of 1 /,�7 SS. County of �1�) 417q koc/e 1041 \ � f w R6J(11L-cl'a PROPERTY OWNERS: On this the �j day of ��U 8�19 before me, the undersigned Notary Public, personally appeared ® M Personally known to me. Proved to me on the basis ••'.,�. OFfIC1AL SEAL JOSEPHIHECUFFARI of satisfactory evidence. NOTPRINCIIPALLOWCEIC MNNIA to be the persons) whose name(s) o .. VENTuft ��n 1992 subscribed to the within instrument and acknowledged that /�(= Gj MYGommn 'n executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. (0 Notary Public END OF DOCUMENT j C, e ., BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number Building Department No. School District/ City r Property Owner County = Jurisdiction Project Location/Address Subdivision Lot Number Residential Development: Sq. Footage # of Living MHI Addition (Group' -R) Units Commercial/Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Id No. School District certifies that (Applicant Name) (Phone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of representing square feet. v, /4 School District Rooresentative Date PAID BY CHECK NO. REMARKS: BANK NO BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive--Oroville, California 95965 - Telephone: 916/538-7541 �A'PPLICATION AND PERMIT SESSOR PARCEL NUMBER ZONING RT1 BUILDING PE �s 69-21-70 TELEPHONE SQ.FT. OCC. BUILD G V L ATION Trac Robert & Mar 1886 R 75,440 -u ✓ rWNER OWNER'S MAILING ADDRESS 55 deck 275 474 Lod eview Dr. CO NTRACTOR'S N AME TELEPHONE 28 COV 140 Johnn Smith Const. 589-5403 woodstov A 1 000 C ONTRAC OR'S MAILING ADDRESS 26 Shad Court Kelly Ride 95966 Fireplace - CONSTRUCTION LENDER UNKNOWN Total Valuation $76,855 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $364.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $182.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS _. Permit fee $571.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 0 1 2.00 20.00 V Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 288 Af 3 - USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 SF [j] Duplex❑ Mobilehome❑ Other SPECIFY Mobile Home S G I W 10.0 TYPE OF WORK -1 Addition ❑ Remodel ❑ Utilities ❑ installation[]Other ❑ NewIX Permit Fee $ Describe work: 2 RR Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10OVOR LAMP ORE: In 110.001 in -nn Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. I DWELLING OCCUP.&) OR ADDNS. % ACC. BLDGS. y2¢sgft 1 declare under penalty of perjury (check one): NEW CONSTR. MULTI -OUTLET 2.50 ea 02(I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON.RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE and Professions /Code and my license is in full force and effect. Classification © OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20s50s SALO300 License No. ❑ 1, as the owner, or my employees with wages as their sole compen- FIXED APPLNS. OR EX. Occup. OUTLETS IRESIO.1 EA.) 2.00 sation, will do the work,and the structure Is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee S Contractor WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT Filing Fee 10.00 I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Heating 6.00 f7/ 1 have placed on file with the County of Butte Building Department 60,000BTU LuJ a Certificate of Workmen's Compensation Insurance or a Certificate Cooling 31TOn 11.00 of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 3.00 to the W. C. laws of California. Ventilation 3.00 Notice to Applicant: If after making this statement, should you become subject permit Fee $33,QQ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $30,00 to building construction, and hereby authorize representatives of the County OT occ CONST TYPE Butte to enter upon the above-mentioned property for inspection purposes. TOTAL FEE $ 753.65 . I also agree to save, indemnity and keep harmless the County of Butte against HAz CUA PARK $CHL FLO PAR PD O ISSUE all liabiliti s, judgments, costs, and expenses which may in any way accrue agains sarCounty in cons quQace of the granting of this permit. X kk Date Y-2/'S[�5 Th;s permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Si o ure of A icont - Owner Contractor Agent ❑ pit work indicated above for which fees have been paid. An�SHA per is required For excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in height. - - BY Date Receipt No. 738?n1Q75ih5 ; PERMIT EXPIRES Date ". --P-.- ,_C „1,,-. ..C,:,, -1.1-1-1'.9 , S T R U C T U R A L C A L C U L A T I O N S ®�1jG DpAM �--AA,, �wV ? A Ppp.O V ED F 0 R CMU CANTILEVET' FETAININC.3 WALLS WENDELL REINERTSON - ARC-HITECTURAL DESICSNINCS '1054 LISA LANE PARAD.I SE, . CA 95969 A � t C=ALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC: SIGNED ------------- �----_---- DATE FRAM:-'. L. TYUFK.OS, ..C_:E 3 43-4 F L T ENGINEERING 5790 CLARk:: ROAD PARADISE, CA 95969 (916'.) 87-i x'54 I SUBJECT: CMU i_ANTILEVER FETAINING WALLS BY:' FLT DATE: 7/90 JOB NO.: 0607 PROJECT: WENDELL REINERTSON — ARCHIL DESIGNING 1054 LISA LANE, PARADISE, CA 9596'3 DESIGN i_F:ITERIA: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 6 i_ANTILEVEE: FETAINING WALL SUPPORTING RESIDENTIAL ROOF, FLOOD: AND STUD WALLS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL. _ .010 (3+8+2) _ .19 k/1 MAX. LL. _ .030 x 17 4.010 x (17-3) +.010 x 17 +.008 x 8 = 88 k/1 ALTERNATE MAX. LL = .050 :% (7.5+M) = .80 k / 1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BERING (INCLUDES DL+LL i AND SLIDING RESISTANi_E :MIN. DL ONLY?, MAX. LL — ROOF (SNOW)+ ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL -� ADD' L WALL DL. ALT. MAX. LL — 1ST u 2ND FLOOR DL + LL (NO ROOF LOAD) CALL S FOR: G" THICK WALL: A. 41-8" HIGH — SHEETS 2 & 3 B. 61-0" HIGH — SHEETS 4 & 5 i_ONSTRUCTION DETAIL — SHEET 6 MATERIALS: CONCRETE- — ULTIMATE COMPRESS. STRENGTH — f1c _ 2000 PSI C 28 .DAYS, r-I"IU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 150 PSI, GROUTED SOLID, 'NO INSPECTION REOU I RED . REINFORCING — ASTM A615? GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF, PROJECT JOB NO. DATE WENDELL REINERTSON-ARCHIL DES'G 0607 7/1990 CALCIS S BY : FLT. SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (FSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPEi=IAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL.- Hr (FEET): THICKNESS OF WALL - TOP (INCHES): BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): LEVEL 30 o 40 2000 1500 NO X50. OO .19 .88 4.67 4 7.6 7.6 135 84. 0.24 0.32 AREA REINF. (IN`'2) 'd' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.041 5.35 #4 C 58.8 MIN. VERTICAL REINF. - .1 % (IN`2): 0.109 MIN: "HORIZONTAL REINF. - .08 % (IN�' ) : 0.073 DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 L 32 COMBINED STRESSES C WALL: 0.56 < 1.0 EFFECTIVE RATIO OF REINF. - p: MODULAR FIATI0 - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2 / k j: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 0.0016 40.o . 303 Q. . 899 7.345 �P FLT ENGINEERING4 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 254 SHEET Z OF C m ki PROJECT : WENDELL REINERTSON—ARi=H'L DES'G JOB NO. : 0607 DATE : 7/1990 i_ ALC S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (Pi=F) : loo DENSITY OF i :ONi= ERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEATING PRESSURE (PSF): 150 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRIi=TION COEFFICIENT — Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH — HEEL (INCHES): 8 — TOE C INi=HES) : 10 FOOTING KEY — DEPTH & WIDTH (INi_HES): �? — BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING CINCHES): 26 OVERTURNING FORCE — F� � (KIP) : 0.38 OVERTURNING MOMENT — M� � (FT7KIP) : 0. 63 TOTAL RESISTING WEIGHT.— W (KIP): 1.35 RESISTING MOMENT — Mr (FT—KIP): 1.77 OVERTURNING RATIO — SF 2.84 NET MOMENT — Mn (FT—KIP): '1.15 ECCENTRICITY — c (FEET): 0.33 ECCENTRIC MOMENT — Me (FT—KIP): 0.31 FOOTING AREA — Af (FT` 2) : 2.17 SECTION MODULUS — S (FT^3) : 0.78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET .s OF G SOIL PRESSURES — DL ONLY — SPt C PSQ : 1022.74 < 1500 ..SPh (PSF) : 223.29 > C) SOIL RRESSURES — ADDED LL — SPt' (PSF) : 1353.91 < 1500 — SPh' (PSF) : 704.43 > c i SLIDING RESISTING FORCE — Fr (KIP) : 0.67 > 0.38 FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): 1.20 MAX. MOMENT G TOE — Mt (FT—KIP): 0.52 AREA REINF. CIN`2) 'd'CIN) SIZE & SPA (IN) ------------------------------------------------ 0.040 140 8.75 #4 @ 59.6 DESIGN TOE REINF.: #4 @ 161 PROJECT . WENDELL REINERTSON-ARCHIL DES'G JOB NO. : 0607 DATE : 7/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF AMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL. Hr (FEET): THICKNESS OF WALL - TOR' (INCHES): - BOTTOM CINCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP) : MOMENT - Mw (FT -KIP): LEVEL 3o 0 40 200i � 15ii NO 250. 00 .19 .88 6 5.33 7. 6 7. 6 135 84 0.43 6.76 n'• FLT ENGINEERING f 5790 CLARK ROAD PARADISE, CA ( 916) 87'2--i x:=54 SHEET 10 OF to AREA REINF. C IN�'2) ' d' ( IN) SIZE & SPA (IN) ------------------------------------------------ 0.097 5.35 #4. c 24.8 MIN. VERTICAL REINF. - .12 % (IN -2) : 0.1019 MIN: 'HOR.'I ZONTAL REINF. - .08 % (IN"2) : 0.073 .DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 @' 32 COMBINED STRESSES C WALL: 1.01 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR: RATIO - n: 40.0 COEFFICIENT - k: 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - / k: j : 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : 194.29 <:. 250.00 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : 12.59 < 20.00 PROJECT JOB NO. DATE : WENDELL REINERTSON -ARCHIL DES'G 0607 . 7/1990 CALCj S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF C:ONC:EKTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEATING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRIi_TION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 1' FOOTING WIDTH - HEEL (INCHES): 8 - TOE ( INCHES): 1 G FOOTING KEY - DEPTH &.WIDTH (INi=HES): 4 - BAVK TO BACK OF WALL (INCHES): U TOTAL WIDTH OF FOOTING (INCHES): 3' OVERTURNING FORCE - Fo (KIP) : 0.60 OVERTURNING MOMENT - M� � (FT -KIP) : 1.27 TOTAL RESISTING WEIGHT - W.(KIP): 1.72 RESISTING MOMENT - Mr (FT -KIP): 3.05 OVERTURNING RATIO - SF 2.4.1 a•; 9' FLT ENGINEERING 5790 CLARK. ROAD PARADISE, CA (9 16) 872-0254 SHEET I- OF 6 NET MOMENT - Mn (FT -KIP): 1.79 ECCENTRICITY - e (FEET) : 0.30 ECCENTRIC MOMENT - Me (FT -KIP): 0.51 FOOTING AREA - A f (FT -2): 2.67 SECTION MODULUS - S (FT ` S) : 1.19 SOIL PRESSURES - DL ONLY - SPt (PSF): 1 i X74.92 < 1500 - SPH (PSF): 15.85 > SOIL PRESSURES - ADDED LL -• SPt' (PSF): 1 1 G5. 79 < 1500 - SPh l (PSF): 780.98 > 0 SLIDING RESISTING FORCE - Fr (KIP) : 0.96 > 0.60 FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): 1.59 MAX. MOMENT C TOE -- Mt (FT -KIP): 1.16 AREA REINF. (IN`''• ) 'd'(IN) SIZE & ---------------------- SPA (IN) 7------------------------- . 0.091 8.75 #4 @ 26.5 DESIGN TOE REINF.: #4 C 16 ._.....MATE 7 90 5U8:ECT_ CMU_-C�(�C/TIL�I/C,eL�D_ SHEET NO. OF.. ..»_ ,2_(rT.4/N/!�/6?1,4LG.-0E^Tf•�4/L .�'ot JOB NO.. C.� .7...--....___ CN KB. B7 __.__-_._._DATE �_ +• /_�EI�IC��S(,//vI�S� P•4R/fD/Sty y • �1 H' IV Fr' 3 "CL GifR 2- coNT, - c A. L it 8 TX _..-2, �4,r e_B cc//7 C014/c. PTGr x coNr xFy-1 �z . o V/rx� Cti'EY Js 14-107' RFQO /F CO,VC. -91-A4 /S PRD 1110eo CAzVr1L.4ffvel�f � iIE!�'�ffTA M-111(469 MALLS W,7:sr NOTES : /, AL`S/G•V C�/TE.e%4 M547 "FIX L CeLLS Syi¢G.G Be G,eOVTEo sc�ia, ¢�� PE,PF0�.4`T• E,D: p.P.4/.S/ : P. /f'E TO �if:Y-UGfi!T�/N CU..�T=O/��f1/N<POG.r PG�iesLN-;`!xT_•��i�1/�� A� �� L - "'S�ERCP�95 1 �-02545790 CLARK RD. z,P�AiA I�2 Q�pFESS/pN9 T / F YG�o 2c, N 2 rm w NO. 3 4 SUPFiP//�'IPOSEI� G 0.40S CI 9lFOF CAUF��/,L//SH ///Z �yp L EYEL QO N AR �� '=/Zz ifs PEQ21. gyp, cMv �I CONT, /f "<ey RW �� M47I1RAL G-eADe \� _� //07e t p� 3 "CL GifR 2- coNT, - c A. L it 8 TX _..-2, �4,r e_B cc//7 C014/c. PTGr x coNr xFy-1 �z . o V/rx� Cti'EY Js 14-107' RFQO /F CO,VC. -91-A4 /S PRD 1110eo CAzVr1L.4ffvel�f � iIE!�'�ffTA M-111(469 MALLS W,7:sr NOTES : /, AL`S/G•V C�/TE.e%4 M547 "FIX L CeLLS Syi¢G.G Be G,eOVTEo sc�ia, ¢�� PE,PF0�.4`T• E,D: p.P.4/.S/ : P. /f'E TO �if:Y-UGfi!T�/N CU..�T=O/��f1/N<POG.r PG�iesLN-;`!xT_•��i�1/�� A� �� L - "'S�ERCP�95 1 �-02545790 CLARK RD. z,P�AiA I�2 1. Ceiling Insulation 2. Wall Insulation Single Number of stories I R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 . 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 : -102 -49 732 " 0.10 -26 -13 -8 ` 0.08 -18 -9 -6... . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 `- 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation In Floor Single Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -144 -70 -46 0.80 -153 -114 -76 ' 0.50 91 -68 46 0.30 -47 -36 .24 0.10 0 0 0 0.08 4 3. 2 0.06 9 7 5 0.04. 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation In Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 ' R-30 3 1 1 U -value 4. Slab Edge Insulation - 40 ----0.60 - -144 -70 -46 0.50 -120 -58 -38 0.40: .._95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 4 0.06 .6 -3 -2 0.04 -1 0 0 " 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 3 -1 Number of stories .1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 .2 4. Slab Edge Insulation - 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 .1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 - 6. Glass Heat Loss Total -14 -48 -69 -64 Ll -value 16 Percent -42 -59 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 37 -26 .14 3 8 35 -75 -29 -19 .9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 _ 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 =1 10 13 15 17 20 8 2. 12 14 16: 18 20 7..Shading (Shade Open) -14 -48 -69 -64 Effective Percent Glass 16 -12 -42 -59 (pereeat glass x SC) na Effective -10 -35 -50 -46 %Glass North East South :West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 " 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 3.5 2 5 1B. Shading (Shade Closed) ENeetive Percent Giasa (percent glass x SC) Effective %Gleet NoM Eat( South West SigVi 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12. -8 -29 -40 -37 na 11 -7. - .. -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 .-25 - -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 38 5 -2 -9 -11 -10 30 4 -1 -6 -8 -7 ,"- �P3 ' 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 no • not allowed 9. Interior Thermal Mass Interior 0 Slab Floor Raised Floor Mass 3 Stories 1 0.40 Stories 4 /CFA One Two Three One Two Three 0.0 -8. -5 -4 .2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 . 4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 _ 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- . Single - Wall Family Family Multi Mass Detached Anached - Family 0.00 0 0 .0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 0.80 1.80 10 12 12 200 10 11 13 11. Heating System SE or ASPF (assumes ducat In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 _ Sum of 1-6 12. Cooling Syst-im ' -5 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 :6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 11.0 10 Effective SE or HSPF 4 3 (SE or HSPF x duct efficiency) 13 11 9 Effective -25 or -24 to -1410 .4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 .22 -18 -14 0.50 4.58 -10 -9 -8 -7 .5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 Zonal Control Adjustment j 10 8 7 6 4 3 No Cooling System Installed -Stories _ or 12. Cooling Syst-im ' -5 -4 -4 -3 SEER -2 Two +. 3 3 (assume I ducts In attic) 2 2 1 Stm of 7-10 or -25 or -24 to 0-14 to 410 +610 16 or SEER less -15 (S +5 +15 more 8.0 -14 J -12 -10 -8 -6 =4 j 8.5 -9 -7 .6 -5 -4 -3 I e_. •; 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 3 -3 -2 -2 -1 " 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2' 11.0 10 9 7 6 4 3 �• 120 IS 13 11 9 7 5 X3.0 20 17 .11 14 12 9 6 I WSB 5 3 3 2 2 4.4 Effective SEER 8 5 4 (SEER xauct efficiency) 3 SE None Sun of 7-10 -24 -18 Effective -25 or -24 to -14 to 410 +610 16 or SEER less -15 i .5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 4 -4 3 ... -2 -2 7.0 . 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment j 10 8 7 6 4 3 No Cooling System Installed -Stories _ or One ' -5 -4 -4 -3 -2 -2 Two +. 3 3 :: 2 2 2 1 U -value (0.037] or R -value [0] F2 factor (0.77] Single -Family Iffktached and Attached Type [double] -U--value [0.65] L % Glass 7d X SC � t TY('E I Unit '1200 Size (sQ Water X f 199 1700 2200 2700 Heater (:(edit or , b to to or . _Type TYPS less ;1699 2199 2699 more SG None 0 i' 0 0.. 0 0 or Solar 12 ' 8 6 5 4 HP HWR 8 5 4 3 3 2.9 WSB 5 3 3 2 2 4.4 POU 8 5 4 3 3 SE None .37 -24 -18 -15 -12 1.9 Solar -1 -1 -1 0 0 3.3 HWR -18 -12 -9 -7 .6 4.8 WSB . -25 -16 -12 -10 -8 0.8 POU -18 _-12 -9 _7 -6 IG None "=5 -3 -2 -2 -2 3.7 Solar 7- 5 -4 3 2 5.2 POU .3 2 1 1 1 IE None .28 _ 19 -14 -11 .9 26 Solar 8 5 4 3 3 4.1 POU -10 •6 -5 -4 -3 5.6 Multi -Family (Individual 0.7 units) 1.1 1.3 1.5 1.7 XUnit Size (SQ 2.2 Water Heater Credit 699 700 b 1200 1700 2200 Type Type or less 1199 to 1699 to 2199 of more SG None 0 0 0 0 0 or. Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4.2 WSB 9 4 3 2. 2 5.7 POU 9 5 3 2 2 SE None .45 -23 -15 -11 .9 3 Solar 2 1 1 0 0 4.5 HWR -23 -12 -8 -6 -.5 6 - WSB -25 -13 .8 3 -5 - P-QU-.. _23 12 8 6 -5 IG None -8 -4 -3 .2 -2 ' 4.6 Solar 6. 3. 2 1 1 6.1 POU _ 1_ _0 _ . 0 0 1.7 fE None -30 -15 -10 -8 -0__ .6 3.4 Solar 18 9 6 4 -4 - POU -8 -4 .3 -2 -2 Inferior Mass/CFA . TrPe 2 w cs _ or R -value [381 U -value [0.030] R t or R [ 111 U -value [0.098] Z 9 or R -value ( 9] U -value (0.037] or R -value [0] F2 factor (0.77] <1. wM11:1.2r (e.et.d l.b) Type [double] -U--value [0.65] % Total Glass (16] % Glass 7d X SC � t TY('E I KASS AUInC & 4.2. le- exposed slab) X = - 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 65'1. 70% 75% 60% 85% 90% 95% 100% 105% 110Y. 115% 120% 125`. 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 25 2.7 2.9 3.1 3.3 3.S 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 .50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 S.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 9.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 S.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.1 4.9 5.1 S.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 S.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 - 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 809. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% BOY. 1.4 1.5 1.7 1.7 1.9 2 2.1 2.2 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 54 5.6 5.9 6.1 63 6S 67 95% 1.6 1.8 2 2.2 2.4 2.5 26 27 2.t 2.9 3 3.1 3.2 33 3.4 3.5 3.6 3.7 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 6 6 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 3.9 4 4.1 4.2 4.3 4.4 4.6 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 ' 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6 8 1 1 toy. 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4. 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.8 4.8 S 5.2 5.4 5.6 56 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.1 5.9 6.1 6.3 6.5 - 6.7 7 7.2 7.4 rolnt system summary: unmate Gone n SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. . East c. South d. West e. Skylight 9.. Interior Thermal Mass 10. Exterior Wall Mass 4_. Heating System Zonal Control? ( Y / N ) 12. -Cooling System Zonal Control? ( Y / N) 13. Water Heating Measures _ or R -value [381 U -value [0.030] R t or R [ 111 U -value [0.098] Z 9 or R -value ( 9] U -value (0.037] or R -value [0] F2 factor (0.77] Standard Type [double] -U--value [0.65] % Total Glass (16] % Glass 7d X SC � Eff. % Glass 1 x I 7 X X = .3•�� O, X % Glass SC Eff. % Glass •0 X = Z X 1-7 X = Z%• a X - _O X -77 = •�� TYPE 1 MASS AREA = B YiorW- s/CFA COND. FLOOR AREA ter TYPE 2 MASS AREA $ Exterior Wall MassI.ND . FLOOR AREA • 7A X = SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.61 HSPF (0.56/5.15] SEER [9--W • -'. Duct Efficiency 10.741. Effective SEER [7.03] :Type [SG1 Credit [none] Point Scores C 0 Sum 1 Point Total. �� Certificate of Compliance: -Residential Climate Zone 11 Project Tide n 7 z � aA U Build' g Permit # Checked By / Date Fnfom ment Agency Use Onlv BUILDING DATA North Glass Area % Glass G 6 Duct Conditio Area �---� Number of Stories East —�G`�L_ r� % • 7� der Slab 'sed Fl — Number of .Units �_ South _ /. Single Family Detached (SFD) [ ] Addition Alone West (] Single Family Attached (SFA) [ ] Existing Building Skylight Tom [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUELDING SHELL INSULATION-'. Component Insulation Locannn/Comments Type R -Value (aide, .to gwagia, tipical. etc.j Wall .............. Wall .............. Roof ............. Roof ............. Floor ............. f� Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation S sin double) oller blind. etc. (shadescreen. etc.) es/no) (metallwood) North ( ) 1La• �� L North ( ) East ( ) /33•;A5- CsL 4k, 10PP East South _ South ( ) West ( ) p West ( ) Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile. etc.) (SO (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) r� % • 7� der .45'. 711' v Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Tvoe (storaee eas. etc.) Caoacitv (or anoroved enual) 5C� SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Manufacturer / Model # 0 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to•the Standards must contain these meamnts regardless of the compliance approach used Items marked with an.asterisk (•) may be superseded by mos stringent compliance requirements listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the fences noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this chocklin only. USCUP ION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R -I I weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 0.396, water vapor transmission rate no greater than 2.0 perm/tnch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type andfortn: §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Ezfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit au leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed. §2-5352(c): Special infdtration barrier installed to comply with §2-5351 meets CEC quality standards. §2.5352(d): Installation of Fireplaces I. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 02-5352(h) and2-5315: Setback thermosm on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damps controls. §2.5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters, showcrheads and faucets certified by the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined intcriorlexterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating I. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent dermal cfiiciency. 3. Pool cover. 4• Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a): Refrigerators. refrigerator -freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tie_ building feattims and performance specifications needed to comply with TStle 24. Chapter 2-53 and Title 20. Mptcx2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer wilding Owner Name Name: TitlrJFum TitkJFunt: Tekphone: Tekphone: Lk. #: (signature) .. (date) (signattme) Documentation Author Name: TideJRrrm Address: Enforcement Agency Name: Ager. Telephone (date) EXISTING RESIDENCE NOTE: COVERS NO CRACKS WITHIN 2=6' 70 B 90 MPH-) OF POSTS SHALL BE 1 18- PERMITTED. POST SPACING & FOOTING SIZE WIND = 10/15 PSF UPLIFT= 10/15 PSF SHALL BE SET BACK A FOOTING WHERE OCCURS, MINIMUM OF 4' FROM SEE TABLE A EDGE OF SLAB. ®'� 21 ATTACHED LATTICE PATIO COVERS ( WIND SPEED = 70 B 90 MPH-) TABLE A 1 18- MAXIMUM POST SPACING & FOOTING SIZE WIND = 10/15 PSF UPLIFT= 10/15 PSF BEAM /HEP�ER PROJECTION RAFTER 3" X 8' X .042" BEAM/ HEADER 3" X 8' X.042"+ CHANNEL INSERT BEAM/HEADER ®'� 21 INCLUDES SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST FOOTING MINIMUM NUMBER OF POSTS `'T CON ON 24' MAXIMUM N SPACING 240.C. SIZE POST TYPE D POST TYPE 90 SPACING SIZE TYPE TYPE NO OF SCREWS OVERHANG ONSD MOI`r M. 90MPH 1 2 3' 4 1 12 13 1.4 oNsLAB` PODTG MPH90 . 1 2 13 4 1 12 13 14 70MP.K 90 MPR 10-0" 2'k G�tx024' 13 5" 13' S' 19 21 2 2 - - 4 2 - - 10-10' 30'=1 I 24 28 2 2 - - 4 2 - - $ rVSI HG lumI LL a 16 X 0 18 / )I 19 ' J OR MINIMUM LENGTH OF LATTICE J 2 PATIO COVER SEE TABLE A, MINIMUM NUMBER OF POSTS. LL (N NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED, d O N IT. OPEN. LATTICE -TYPE PATIO COVER J 20-0 MAXIMUM SCALE+ � - PROJECTION I - L g4'MAX. I OVERHANG ' I � 13 SHT. / LATTICE I ' CROSS - SECTION SCALE: GENERAL NOTES AND SPECIFICATIONS: 1. Alu.lnu.design Ona .it ... me Ora Par tn• lat.et edition of tna Unlrorl Bulla Ing Code and the 'S.' edition o1 the Atu.lnu. Con atructlon 2. Ilternate olu.inu. alloy. ear be substituted for those shorn, provided that • r.glataead vete Me Aluminum Asaoel•tl.n and nava equal or ,I .ter yield and altl.ate strength,. 3. All concrete .hall he....nle..2B day coepresslve strength or 2,000 paa.l.Concrete crete slab shall neve 3i• .lnl.u. tnl.kn... and .hall be In 4. All loootl ng• •nal bear n Fire, natural un -disturbed evil or •,tllted 1111. Design veatl..l . ll bearing p ...... • 1.000 P.S.F. S. 1111 at.. .•.ears shell 0. not -sip g:l'.nlr•d or eI..l.opl.t.d And Arora to A.S.T.M. A-446. Grad• C. 6: �lu.lnum lesions A .nett be 20x4 -T4. All other fast ... 1. hall b. ,.I ad teal or cadmium, plated. All bolts *hall coo for- to A.S.T.N. A. and have standard tae plat• #•snare. Mehl for bolt: .halt be bolt dl... ter p1.. 1/16• eaKLum. 1. E.p.nilon bolt. .halt be Hit it, K.Ik Bolts AS 11 ...bon steel or equal DarI:C.S.O. E.R.N.. .627. All bolts shall haul a .Inlev. c tat• edge distance of 8 ..It diesels.. e. Each Ina tallatcon hall bear an ldantlfring tap giving the nJ.. end .eery. o/ tna . nur.c curer,. d:, lgn lea0. Ina eacloubllltr. B. Ail ltamO partelning to aaeh p•rllculelnstellaclon .hell be clrel•G. 1. a.. Dro3eet, Daat epaeing. faoting d.tall. etc. 10. DDen 1•ttlA• patio c +u Ina 11 not b. enclosed .lth .nY tYP. of .olid -at.r1.1, and the design load. nava only been applied to the norsontal pro3•ct.d area of the lattice, rafters, beam., etc. per I.C.B.O. crit. ria. 11. For ll detail reference.. ... Sheat II of 12 NOTE: POSTS MAY SE'ATTACHED TO CONC. SLAB SAFETY STAKE, ABESC6 EARTH ANCHOR,.OR CONIC. FOOTING. (D .3'SO- POST r (2) - 2'X G.I/2' X.024'Wt(S)-# 14 SMS.' © VSOL. POST•(2)-2'AGI/2" X032''WI(8)-414 SMS, Q 3' SQ POST * (2) 2' X G 1/2' X024' WI(12)-•14 SINS. ® 3'SO. POSTr(2)-2'X GI/2' X A32' Wl (12)=414 SM.S. NOTE: DRST TYPES FIT AND Fel ARE USE -FOR S CD TION. 'PEST TYPES q]2 AND . ANE USED FOR FOOTING CONO' N. 1121 "18i��®©©ova©©©��®�©©aoo©©©�� ( J 9'-O" RAFTER 1 18- 212 1 - BEAM IHEADER ~ ra f - t - 8'-0" I 4'-G" I8' 9" 1 MAX. POST HEIGHT 23 2I 1 2 - EXISTING SHT. 11 POST WISIDEPLATES I RESIDENCE 9'-0 3"SQ X.024'AT SLAB 8 B'-8" 16 3"SQ•XD4G'ATFOOTNG, 2 2 - FOR SIDE PLATES, SEE 2 - POST TYPES, & DETAIL 4'-2" 1810' SHT I I 23 SHT. III .S )- 2 - - 3 �-' 3 kml I tCK. CONG SLAB, OPTIONAL - - CROSS - SECTION SCALE: GENERAL NOTES AND SPECIFICATIONS: 1. Alu.lnu.design Ona .it ... me Ora Par tn• lat.et edition of tna Unlrorl Bulla Ing Code and the 'S.' edition o1 the Atu.lnu. Con atructlon 2. Ilternate olu.inu. alloy. ear be substituted for those shorn, provided that • r.glataead vete Me Aluminum Asaoel•tl.n and nava equal or ,I .ter yield and altl.ate strength,. 3. All concrete .hall he....nle..2B day coepresslve strength or 2,000 paa.l.Concrete crete slab shall neve 3i• .lnl.u. tnl.kn... and .hall be In 4. All loootl ng• •nal bear n Fire, natural un -disturbed evil or •,tllted 1111. Design veatl..l . ll bearing p ...... • 1.000 P.S.F. S. 1111 at.. .•.ears shell 0. not -sip g:l'.nlr•d or eI..l.opl.t.d And Arora to A.S.T.M. A-446. Grad• C. 6: �lu.lnum lesions A .nett be 20x4 -T4. All other fast ... 1. hall b. ,.I ad teal or cadmium, plated. All bolts *hall coo for- to A.S.T.N. A. and have standard tae plat• #•snare. Mehl for bolt: .halt be bolt dl... ter p1.. 1/16• eaKLum. 1. E.p.nilon bolt. .halt be Hit it, K.Ik Bolts AS 11 ...bon steel or equal DarI:C.S.O. E.R.N.. .627. All bolts shall haul a .Inlev. c tat• edge distance of 8 ..It diesels.. e. Each Ina tallatcon hall bear an ldantlfring tap giving the nJ.. end .eery. o/ tna . nur.c curer,. d:, lgn lea0. Ina eacloubllltr. B. Ail ltamO partelning to aaeh p•rllculelnstellaclon .hell be clrel•G. 1. a.. Dro3eet, Daat epaeing. faoting d.tall. etc. 10. DDen 1•ttlA• patio c +u Ina 11 not b. enclosed .lth .nY tYP. of .olid -at.r1.1, and the design load. nava only been applied to the norsontal pro3•ct.d area of the lattice, rafters, beam., etc. per I.C.B.O. crit. ria. 11. For ll detail reference.. ... Sheat II of 12 NOTE: POSTS MAY SE'ATTACHED TO CONC. SLAB SAFETY STAKE, ABESC6 EARTH ANCHOR,.OR CONIC. FOOTING. (D .3'SO- POST r (2) - 2'X G.I/2' X.024'Wt(S)-# 14 SMS.' © VSOL. POST•(2)-2'AGI/2" X032''WI(8)-414 SMS, Q 3' SQ POST * (2) 2' X G 1/2' X024' WI(12)-•14 SINS. ® 3'SO. POSTr(2)-2'X GI/2' X A32' Wl (12)=414 SM.S. NOTE: DRST TYPES FIT AND Fel ARE USE -FOR S CD TION. 'PEST TYPES q]2 AND . ANE USED FOR FOOTING CONO' N. 1121 "18i��®©©ova©©©��®�©©aoo©©©�� 8-0' 23(GjxD24" 7'-3•' 1 9'-O" IG 1 18- 212 1 - I - 312 ~ ra f - t - - I 4'-G" I8' 9" 1 20 23 1 2 1 2 - I - 1 31 2 - -1 8 1 8 LL 9'-0 2NG�kO24" G'-8" B'-8" 16 18 2 2 - I - 3 2 - - 4'-2" 1810' 20 23 2 2 - - 3 2 - - a 10-0 2x GVxO32' G'-2" B'-4" 16 18' 2 2 - - 4 2 - - 3'-10" 1714" 20 23 2 2 - - 4 2 - - II 11 M II -p 2'k G`ix032 5'-9' B' -O' IG IS 2 2 - - 4 3 3 2 3'-7 IG' - Be 20 23 2 2 - - 4 3 3 2 11 11 . 12'-0' 2'x 6YxO32" 5-41 7'-9' IG 19 2 2 - - 4 3 3 2 3-4" IG' -1' 21 24 2 2 - - 4 3 3 2 II II -I 13=0' FXG`zx•04C/ 5-O" 7'-6' 17 19 2 2 - - 4 3 3 2 3' I" I5' 7' 21 24 2 2 - - 4 3 3 2'11 J 14'-0 2'xG `x.040' 4-8" 7'-3' 17 19 3 2 'r - 5 3 3 2 2-111 15'-11 21 1 24 3 2-- 5 3 3 2 3 8 memo - •-• �mmm©©ve000©�®®®©©a0000®oma -.-- �� • • 0m©©oo©©ov��®m©©vv©©ovv� ' • • - n� • • mm©©aoo©oo� • • mm©©ago©vv�� •r. ��m©©000©©©®�®®®©000©©©0� C_ A 101/C r%1%r1r-Ft TABLE B THICKNESS & SPACING 8-0' 23(GjxD24" 7'-3•' 1 9'-O" IG 1 18- 212 1 - I - 312 ~ ra f - t - - I 4'-G" I8' 9" 1 20 23 1 2 1 2 - I - 1 31 2 - -1 8 1 8 LL 9'-0 2NG�kO24" G'-8" B'-8" 16 18 2 2 - I - 3 2 - - 4'-2" 1810' 20 23 2 2 - - 3 2 - - a 10-0 2x GVxO32' G'-2" B'-4" 16 18' 2 2 - - 4 2 - - 3'-10" 1714" 20 23 2 2 - - 4 2 - - II 11 M II -p 2'k G`ix032 5'-9' B' -O' IG IS 2 2 - - 4 3 3 2 3'-7 IG' - Be 20 23 2 2 - - 4 3 3 2 11 11 . 12'-0' 2'x 6YxO32" 5-41 7'-9' IG 19 2 2 - - 4 3 3 2 3-4" IG' -1' 21 24 2 2 - - 4 3 3 2 II II -I 13=0' FXG`zx•04C/ 5-O" 7'-6' 17 19 2 2 - - 4 3 3 2 3' I" I5' 7' 21 24 2 2 - - 4 3 3 2'11 J 14'-0 2'xG `x.040' 4-8" 7'-3' 17 19 3 2 'r - 5 3 3 2 2-111 15'-11 21 1 24 3 2-- 5 3 3 2 3 8 C_ A 101/C r%1%r1r-Ft TABLE B THICKNESS & SPACING FASTENER/ ANCHOR BOLT CONNECTION TABLE C 5 12 02 PROJECTION I Vac- 20" O.C. 22' O.C. F o RAFTER TO BEAM CONNECTION JI BEAM TO POST CONNECTION ~ ra f - t uLLi 0 N ' JPOST 8'-0 .024' .024" 024" WIND SPEED=70 MPH WIND SPEED =90 MPH WINDSPEED=70 MPH WIND SPEED=90 MPR 9'-p .024' .024' •024" TO RAFTER TO BEAM 10 RAFTERTO BEAM ON SLAB ON FTG. ON SLAB ON FTG. 10'-0' .024' .024" .024." 1 1= 01 .024'' .024 " .024' 14 LI EA. E S. (4 -TOTAL) �n�oF .5. RAFTER 4 -TOTAL) EA) LEG S.M.S EA. LE S.M.S. (4 -TOTAL) (4 -TOTAL) (4)-#10 SJA(E22) SIDE.KS RAFTER (4-TODtL) EA. EG s'` (4 -TOTAL) (4)-#10 SMS 20 21 OI O 0 2❑ 12'0' 024' 024' A32" 13-0" .032" .032' A32" IS SHT Il 14-0' .032' 032 " 032' . -7-5-to-f- 032' 032 040' BASE CONNECTION 16=0' 032' 040' 040.' WIND SPEED -70 MPH WIND.SPEED-90MPH. WIND SPEED -70 MPH. WIND SPEED- 90MPH. N.SLAB ION FTG. ON SLAB ONFZG. ON SLAB ON FTG. ON SLAB ON FTG. 23 0 & C SHT. 11 _ 2)_#10SM , OR TEKS EASIDaOTOT>POSTDE I) -3/B'4% 2 &EMBED• ANCHOR BOLT (2) -•12 SMS OR TEKS OF. ) f U-31B�X2 EMBED BOLT (2)-41,12 SACS. OR TEKS �TlEOF U -3/8'p X2V EMBED. A BOLT 2)-1F 14 SMS. OR TEKS EA. SIDE A, D-12'pxG EMBED•AI•L10R BOLT WI 2 % 3 X3/1G'STL.f1L WASHER fLT 17 b IB SHT. 11 >-010 SMS OR TEKS-EA. SIDE4FROSIT 3l8•i A.B GALV WIfS�. X L4'STL.GALV. WASHER PLT. 2)-1112 SMS. OR TEKS. EACH SIDE Tom.. E 3�'y AB. X LV. W1.G�LV. WASHER PLT T " f�V•t' A' / B ryT a O B J J .024' .024" .024.' 9'-0' .024" .024" .024" I(7 0' 024" 024" .032 " 1 1'-0' 032' .032' .032' 12'-0' :032" .032 " .032' 4 24 ' SHT.II (2)-t0 SAILS, OR TEKS EA. SEE OF POST(t4 TOC) f. (2)-14'(2' Ems,. UCSTLBwwFGALV.X (2)-412 SMS, OR TEKS EA. SIDE OF FOST(4-TOT.) A (L 3 X2LL' EMBE NIC BOLT W1 Vq"57L,GwV: (2)-«12 SMS. OR TEKS. EA.SIDE OF POST(4-MT.) (2)- %212" EMIBI,,E AMC. BVD4'5TL/GALV. (2)-414 SMs OR TEKS. EA. SIDE OF F ST (A -TOT.) A 2)}B x212" EMBED. I/4"STLrSQ. BOLT w/GALVWI I3-0' 032" .032" .040" 14'"0" .040 .040" .040" TABLE FOOTNOTES: T-IMS�}B, ON CONj��TE SLAB. SAFETY STAKE OR ABESC" ANCHOR.. 2. POST TYPES t ANO 131 NPT BE USED AT [ONCNEj� SLAB, SAFETY - S_hl �' ', "i �•, ST.KE DN AB O ANC POST TYPCS 2 OND 0 SHALL BC USED AT FOOTINGS. SEE POST'T YPE SCHEDULE. HIS 5 T.. 3. TDIAL MINIMUM NUMBER OF (!=��0 SHEET ETAL SCAEUS PER POST TO BEAN ~OH EGOq• Jr lY.,.. df CONNECTION F0. BET Ali V AND 21 . •n l O. E.S. LUATION NO. 5038jmNmRj E 5 12 02 �;� FOX ENGINEER1NG FAx �.r,•rm. JAMES M. FOX. STRUCTURAL ENGINEER 0000 TBLOORAFN MD. DOWNNY. CALIFORNIA 00240 ""� "`O "'• ATTAC - T PATIO COVER W/24' MAX.O.H. L.L.-I0,2061,30 P. SF WIND SPEED e76 & 90 MP ALUM LATT/CEPA O COVER (As Arm er)ORT VALLEY ALUMWUM COMPANY W. JINCOLN ST- (602)278-6224. �d.•.a-2-1T28T _.NOTED RNer 1 OF 12 .. K,K mommommommommommomme ATTACHED LATTICE PATIO COVERS ( WIND SPEED= 100 & 110 M. PH.) TABLE A 25 MAXIMUM POST SPACING 8. FOOTING SIZE WIND= 19 / 23 PS.F UPLIFT 19 / 23 PS. F. BEAM HEADER PROJECTION 3" X 8" X .042" BEAM / HEADER 3' X 8" X.042"+ CHANNEL INSERT BEAM HEADER TO INCLUDES RAFTER SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST FOOTING MINIMUM NUM13EROF POSTS POST CONNECTK 24 MAXIMUM 240•C• SPACING SIZE POSTTYPE . DPOSTTYPE POST TYPE II SPACING SIZE POST TYPE oRH NO. OFSCREW5 OVERHANG ONSLABION TOO MPIID MA. P2 2 3 4 1 2 3 4 ONSLABI ROo %IIOOMPH:IIOM 19 2 13 14 1 1 12 1 3 1 4 IOOMP.H. FIIO M.P.F 2'x THICKNESS 11'- 0" 2"X6112 -X024" g-9" 1 10=0- 25 1 25 61413 1 31 3 2 81 414 13 1 2 1 1 31 5'-9" 23-1"1 33 33 1 6- 3 1 2 1 8 1 14 S 10/ d/ 12 g'- 0' 121-01, 2'%6112x.032' S-5' 9'-8' 25 25 7 4 4 12 8 4 4 3 5-5' 22'-3" 33 33 7- 4 4 8- 4 3 8/ 12 8/ Ip 2 XGII? X.024 13'- 0" z"%6'x.032' 12 S' -I' 9' 4" 25 25 7 . 4 4 3 9 5 5 3. 5'-1"' 21'-7" 33 33 7 - 4 2 13 - 5 3 8 / 12 / 12 7 I4'- 0' 2'Xr.U2'X.032 4'-9' 9'-I' 2G 2G 8 4 4 3 9 5 5 3 4'9" 20'-11' 34 34 8- 4 / 9- 5 3 6/ 1 4 cfj 15'- 0" 0xGUz'x.04o' 4'-G' 8'-10' 26 26 8 4 4 3 10 5 5 3 4'-G' 20=4" 34 34 8 - 4 d310 - 5 - / _ / - d IG' -0" 2•%6112'X•040' 4'-3' 8'--7' 2G 2G 9 5 5 3 10 65 32 3 4'-3' Ig=9' 34 34 9 - 5 / 10 - 5 - 8 / - 8 / _0 25 17'- 0" 2'x GI/2'X.040 4'-0" 8'-4' 2G 2G 9 5 5 3 I1 6 G 4 4=0" 19'-3' 35 35 9 - 5 J II - 6- 9 / - 8 / - - ' I - 0' 3x 85(.042• 3'-10" $'-1" 26 215 9 5 5 3 I I G G 4 3L lO" 18' 9' 35 35 9 - 5 3 1 1 - G - 8 / - / - " 1 9'- 0" 3'x 8X.042" 3' 8" 7'-11' 27 27 10 5 5 3 12 G 6 4 3 8" I $'-4' 3 5 35 10 - 5 3 12 - 6 - 8 / _ 8 -� J 20'-0" YX8'x.042' S -G" 1 7-9" 1 27 27 10 G 5 3 12 7 7 4 3=G" 17=11' 35 35 10 - 5 3 12 _-_71 - 2'x THICKNESS 81- 0" 2 x6112 x024 7'3' 1 10'-4' 23 1 23 5 1 31 3 12 6 1 3 13 1 2 1 7-3' 2Z -7"I 30 30 1 5- 3 1 2 1 6- 13 2 IS/ 12 1 S/ 2 g'- 0' 2 x6112 x.oz4.N4'G 10-0" 24 24 Co 3. 3 2 7 4 4 2 G'-8" 21'-8' 30 30 G- 3 2 7- 4 2 8/ I 8/ 7 10' - 0' 2 XGII? X.024 2 G'-8' 24 24 6 3 3 2 7 4 4 2 G' 3' 20'-10" 31 31 6 - 3 2 7 - 4 2 8 / 12 8 / 3 11'. 0" 2 x61/2 X.024 7 9=8" 25 25 6 4 3 2 8 4 4 3 5' 9" 20'-1" 31 31 6- 3 2 8- 4 3 / 8/ C) O• zx6U2 x.032 4 9'-4' 25 25 7 4 3 2 S. 4 4 3 5' 51 19' 5" 32 32 7 - 4 2 6- 4 3 / 8/ N 13'- 0" 2x6112 x.032 30 5'-0" 25 25 7 4 4 3 9 5 5 3 5-1 18'-9" 32 32 7- 4 3 9- 5 3 / I / 9 14'- 0' 2 X61/2 x.032 3 $' g' 25 25 6 4 4 3 9 5 5 3 4'-9' 18'3" 32 3 2 8- 4 3 9- 5 3 8/ 8/ J I 0' zXG12x.040 9 8' 6' 2G 2G 8 4 4 3 1015 5 3 4'-6 17' 8" 32 32 8 - 4 3 10 = 5 - / / J IG' -0• 12XG12x.040 1 4'3' 1 8'-3' 1 2G I 26 19 1 5 1 5 13 110 1 6 5 3 4'-3' 1 17'3"1 33 1 33 15 - 5 3 10 - 5 - 2'x THICKNESS S.- 0' 2 XG112X.024 7=3' 5'0' 22 1 22 5 13 13 1 2 6 1 3 3 2 7'-3" 18'-9' 1 2 8 28 1 5 13 31 21 G 1 3 13 2 S/ 8 1/ 9'- 0' 2XGU2X.024 G'8" $'-8" 23 23 6 3 3 2 7 4 4 2 1 U-8' 18'-0' 29 29 6 3 31 21 7 4 14 2 8 /. lTrvcs: SOTI NIS a ARE USED Foa: "CC TION.. Ty Ea•-© �j 101- 0• 2Xr.QX.032 G'2" 8'-4' 23 23 6 3 3 2 7 4 4 21 G'-2" 17'4' 29 29 G 3 31-21 #RC USED FDR FOOTING:. toxo[ Y: = . 7 4 4 2 8 8/ M 11 0' 2XG112X.032 5'-9' 8'-0' 23 23 6 4 3 2 8 4 4 3 51-9" IG' -8 029 29 6 4 3 218- 4 4 3 8/ 8/ 0 I2'- 0' 2X6112%0325=4' 7'-9' 23 23 7 4 3 2 8 4 4 3 5'-4" 16'-I' 30 30 7 4 4 2 8 4 4 3 8/ 8/ 13'- 0" 2xG12X040 5'-0" 7'-G" 24 24 7 4 4 3 9 5 5 3 5'-0" 15-7" 30 30 7- 4 3 9- 5 3 8/ / J 14'- 0" 2 xGI2 X040 4'--9 7' 3' 24 24 8 4 4 3 9 5 5 3 4'-8' 15' I" 30 30 8- 4 3 9- 5 3 8/ 8/ J 2'x THICKNESS (c 1/2- sxd RAF IER -FABLE B 8, SPACING FASTENER / ANCHOR BOLT CONNECTION TABLE C PROJECTION 18"O.C. 20' 0. C. 22'O.C. _j o RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION LL CO 81- 0" .024" .024" .024' WIND SPE ED-IOOMPH WIND SPEED-IIOMP.H. WINDSPEED - IOOMPM WIND SPEED =IIOMPH. LIJ ON SLAB ON FTG. ON SLAB ON FTG. ' 91-0" 024" 024' 024" TO RAFTER TO BEAM TO RAFTER TO BEAM 1O'- 0" .024" .024" .032'1 11'- 0" .032" .032" •032" 14 SHT II (2)- f 10 S.M$ EA. LEG (4 TOTAL 1 l2I-f 14 S.M.S. W��RXI/ FLE EA. LEG. (4-TOTALI (21-010 S.M.S. EACH LEG l4-707.021 (2)-f 14 SMS. W//I V2.XHER S, LEG, 14-TDTAL 12'- 0" .03211 .032" .032" ® Q2 2Q 0 (\J R J 21 I❑ 3'x4 x.0ao• �I 35(6'X D40 WIINSERT,SEE IIN5ERT,S�E FOOTNOTE 445 - OTE4F5 13 - 0' .032" .032° 04011 IS O SHT. 11 (2)-slo sMs. EASIDE OF RAFTER 14TOTAL) lel-a I2 SKS. WI118'X f5n WASHER, EA (2)-a I4 EMs EA.SDEOF RAFTER (4 -TOTAL) (a) -f 12 S. W/118`%1'50.. WASHER, EA. 14-0' .03'2,' .640' .040' 15'-0' •040" 040 .040" C0 16'-0' OAU .04011 •042" WIND SPEED IOOM.PH. WIND SPEED IIOM.P WINDSPEED IOOMP WIND SPEED IIOMPH. lTrvcs: SOTI NIS a ARE USED Foa: "CC TION.. Ty Ea•-© ON SLAB ON FTG 2 ON SLAB ON FTG. 2 ON SLAB ON FTG. ON SLAB ON FTG. O 2@4a 1 (2)-f 12 SM. OR TENS. EA. SIDE OF 4-TCJT.) 2)1123EMEiED. /wCHX 1 BOLT W1 3'X 114" (2>-f 25M. OR TEKS EA. SIDE OF POST(4-TOT.) 2)U2^EMBED• ANCHOR BOLT WARWO PI 17 18 SHT II (21-p 12 SH OR TEKS. EA. SIDE O POST l4-&TOL) GA u WII"SQ U4'STLGALu WASHER RJT.. l2) -f 12 OR TENS. EA. SIDE OF (4-TOBTAL) g�10'-0' GALV.W1i •SO.x U4STL GALu3'S0. WASHER R7. #RC USED FDR FOOTING:. toxo[ Y: = . LL,POST( OI • J J 8,- 0' .02411 .024' " .032" POST TYPES 9' - 0' .0 32' .0 32" 032" POST+(2)-2"X.61/2' X.024W/(8)-# 14SMS. L2�., 3'SO•POST+(2)- 2"7('G 1/2" X.032°:WI(8.)'t 14^SAGS. 3° SQ POST + (2) '? �X';Gi1C'2" X 0 24' W/ (12)-f k1- $:I"($': ® .3RSG1 P09T+(2)-2'XG1/2° X:032' WI ( 12)-'414 S.US. I. •03211 .03211 .032" I' 0 .032 .032 04011 121.0' .0401 .0401 .040" $ ® SHT II 2)-4114S.MS. OR TEKS EA. 51DE of POST f 4 -TOTAL) l2)-518 -X 4 OLLT®W1114 B STL. GALV. WASHER PLI (2)-4614S.M3_L-.L OR TENS. EA. SIDE CF P06T f 4 - TOTAL> (2) -SIS -X 4 eo'"�LTWI1144 STL.. GALV. WASHER PLT. © SHT. 11 I 2)-518 PAL8°8 z -woy x B' CONC.EMBEQ AB° - L rip 2)-518'0MB. (2)-314•OX 8' CONIC. EMBEQ A. B.L. L.L.•20 30 21-to0M. B° 21-314.0 X g' CONG EMBED IA.8Ls 13'- 0' .040" .040' .040' 040 ° 042' .042" L. 2'20 30 (2)� 121-314'PXB' CONC.EMBED. A.B' TABLE FOOTNOTES: i-QQ*T-RAPHE ON CON .FTE SLRB, SAFETY STAKE OR. ABESCO ANCHOR, 4. FOR B'%In.PEAM Wll USE FOR L.L. IO PSF 1G'MAX. PAC) E ION• 2. POST TrvES I�1 AND �j3 NAY BE U5ED AT�fON[RET SLAB, SAFETY. USE 4 FOR L.L.=20 P.SF; 2 FOR LL: 30 P.S. F.,I MA>t. PROJECTION; RIM STAKE OR ABE SCO ANCHOR. POST TYPES .4 AND SHALL BE USED L.L.• RS.F. 14'MAX. CTIONS /Vm DETAIL b W1121 -5/8"N M,B• CM AT FOOTLNGS. SEE POST -TYPE SCHEDULE. HIS S T.. TO BEAM HEADER 4 POST. 3. TOTAL MINIMUM NUMBER OFg SHEET CTAL'SCREWS PER POST TO BEAN 5.FOR SX8'W4O•BEAM W/INSERTUSE DETAIL©SHEET II FOR POSTBASECCPN. CONNECTION FOR DETAILS 2 AND 261 S DETAIL 12 . SHEETII FOR POST) BEAM HEADER CONK LCRO.EVALUATION ES _,NOTE 92 FOX ENGINEERING 7EVAL REPORT NO. -- Kx E JAMES M. FOX, STRUCTURAL ENGINEER 5036 NDN. TNL... Al. RD. -.-..Y. CALIFORNIA ..... GENERAL NOTES 1"0 SPECIFICATIONS: 1. Aluminued..lgn and et.....sarm Par the latest ed l tion of the Uniform Bulldiny Coda and the 1BB2 edition or the Aluminum Cone tructian ual. 2. Alternate aluminum alloys may be substituted for those abash, provided they are registered .Stn the Alu.lnue A.aociat EOh and have .su.l or A,eater yield and ulclee t• etrmptne; ]. ll -concrete .hall neve • .minae 2B day compree.ive .tnngth of 2.000 p. o./.. C ..... to also shall h.v. ]I• Shim.. thlckn..e and shall be in 4, nil" Iootin9en••nell beer an firm, n•tucel vn-dleturb.d Gell or .rtlfled f111. O.elgn v.rtlul s 11 b.arinp pnaeev -1.000 D.s. F. S. All steel ...b.rs shell be not -dip galvanized or electroplated and onto:. to A.S.T.M. A -sae• Grade C. S. `Rival_ r.•tan•ra •hall be 2024-T4. All Or or faat.n.r. •hall b• "elv.nlr.d steel or cad.(.. plated. All bolts sh•11 con fore to A.s.T.N. A-317 and neve standard mut plat• saen.r.. Nola. for bolts .ball to bolt II...t.r Dive 1/1 B' .•s1.a.. 7. E.Ponsion bol to shall be Hi1t1 Ko" Bolt. KB II carbon steel or eausl Per I.C.B.O. E.R.No. 4027. Ali bolt• .hall have . .Inlmum e.n:..r! edg.distant. of 6 belt dl... t.r.. B. Each installation shell bear an identifying le" giving the n•.e and addnse of in:..h""tur.r, d..Ign lead• ens n.1 11blllty. B. All items pert.I,Ln, to ...h Par tleular Install.tlon shell Oe cIrcl.d, 1..., Pr9j.ct, Dost ap•elnq, /meting dabll. efts 10. OP.. lattice p o eov.r shall hoe b. enclosed slth any type of solid material• and the dz" load, hate' y b..n .pplled to the horrontal Projected ares or the lattice, nfEats. bums. at.. per I.C.S.O. crlteria. 11. For 11 d•tell r•r.r.nc.s, see shoot II or 12 -M se ATTAI"U1 I ATT1y"C_-C 0 .a 10 COVER W/24"MAX. O.H. .^ 10; 20 a 30 P. SF. ID SPEED- 100a110 MPH. e sem, FOr we92 -17257 20F 12 NHNNr )r. JE0. OF L'►�p S N M� LATTICE - I SEE DETAIL 4 SHT. II I NOTE: NO. CRACKS WITHIN 2'6'OF POSTS SMALL BE PERMITTED POST SHALL BE SET BACK A MINIMUM OF 4" FROM EDGE OF SLAB Exl'. RES SEE TABLES A&B FOR SIZE & SPACING BEAM/HEAOER / l �KABG11 SEE TABLE A FOR SIZE, POST SPACING' PACING FTG SIZE OPTIONAL & MIN. NO: OFFPOSTS. i POST SEE \� CROSS-SECTION /> BEIAM s TAilm iDU,tOT[S: ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 70 8190 M.PH.) TABLE A 1:- COYCRETE_SLAB (EXISTING OR NEW) COMPLETELY ON 007'E IST -SURROUNDS SLAB DOCS. FOOIE IST AND 2. CONCRETE 2. WIND SPE -_D=70 M.P.H. WIND SPEED -50 M.PH. WIND SPEED - 100 M.P.H. WIND SPEED. - 110 MPH o MAXIMUM POST SPACING 8: FOOTING SIZE,WIND = 10/15,UPLIFT= 10/15 TO BEAM No SLAB WILL BE CONSTRUCTED•`A9 PART Of THIS INSTALLATION. .. Z z Q TO BEAM TO RAFTER Of 3' X 8' X .042' BEAM / HEADER WITH CHANNEL INSERT w ]. 0057 SI2a (1) 3. 50. X .083• (2 3. 50. X .OB5• p r i w w V �+ o C15" n U.1 cr w ® FOOTING SIZE w Z w o `- 322 ] 50. X .125• OPR f.S 3� 50. X .IBB• w w u > wo X p (� 14 -TOTAL 1 L �a p Z MAXIMUM POS HEIGHT 8 SIZE _ ((� \ 8 W �fR rf - (4-7DTAL) J N Cr- �� Q MAXIMUM POST HEIGHT = 8'-7' MAXIMUM POST HEIGHT = 11' 0" z NG "'N n z a (2)-x 12 SM.S. >< g WIND = 70 M.P.H. WIND . 90 MPH WIND = 70 MPH WIND = 90 MPH. w p 1 EACH SIDE OF RAFTER. ( 4 --TOTAL 1 1 EA. SIDE OF RAFTER EA. SIDE OF RAFTER CI: 2 m SHL 1.1 NO SLAB W1 SLAB NO SLAB W! SLABAl NO. SLAB SLAB NO. SLAB .W) SLAB m MAXIMUM OVERHANGS ( WIND l 4 - TOTAL 1 17L8' 3"X 8' X.030" 12-8' S-0" I6' -1I' 2-2 xl 18"!'x2' 2'G"SCx8 188x2= )) 2'-4'saxl'�I 18' x2'-2 1')2'-$°snxis" x2'G'1i) MAXIMUM SEE BEAM Cr Q z = CO g p LIJ a z m p 21'-2' 3 X X.03G' 15'-2" 6-0' IS' -G' 24°snx18f1 I$" x2'8'saxlel' 18P"'2-4'' 2'-G�axle(' IS' x2=3"()'2 q'saxlgl1 x2' 3°XOX.030° TO POST CLI 24'-9" 3°X $'X.042' 17'-9' 7-0" 12'-5" 2'S'saxi8l' 18 x2=2'1' 2.9°snx 1921x2'01 2'-8_%1-1 18"x24'(] 3LO'saxlB' Te -x-2--877 -OR a z'Bsnxle''ll le•mxz<a°111zLo"snxlB' la','xz-e• z_,rSnx(e• le .x2 -a' r5Q.xl8• 18'0X2-10 SEEBEAM TO POST CONNECTION TABLE ABOvE. 21'2" 3"Xe;X.03G" 15'-2' G'-0 15'-G", Z-(Tmxs'(1) Is' 0 xz-G"' S-O'Snxle•!z) le•vx2=e' 12) a rsnx 18'121 IS -ox 1 3'-s�OxB°l3) lewx3'-o•(a, 3 17'-9 7-0° CONNECTION TABLE J J W 14-8 TX8"X430' 8L7' & R' -O" MAX. BELOW. 4'-2' 14'-8" 3'X 8rX .030' 10'-G" 4'-2" 15'-G' 2-ISnA ' 8'•x FIOY" '4sax1�(' B 2L2°(' 2=2 sax18f1 I8 x2' 0) 2'-G°saxl8.' 'PS 2'4 (I) POST HEIGHT 12'-7' 5-0' 17-7' SX .036" 12'-7° 5'-0 14'-2 2'-2snxl�(' 18°0x 2' (' 2'65OJ(181' 'x2'2'(''2-4Snxl I I x2'21112 8snxle'18pxc't4°' 20' 7 3X8'X-042 14'-9" 5-10 11'-4' 2=10'SOJIO 18'Ox 2L6P (2) 3'-0`WYIW2) 1814 x2'8. (2) 3'-r'SQXISIQ) 3'-3"SaX18'(2)3'-S"Sax18'(21 Id',dX '-O'(2) M 20'-7' X 8'X .042' 14-9" 5-10" 11'-4" 2'4snxls ' 18~x 2''f1 L8 18'1' 18'x2-4'!" 21Gsnx" I x2'2'1' IOsaxle(') 6' ' NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. OPEN LATTICE TYPE PATIO COVER CROSS-SECTION GENERAL NOTES ANO SPECIFICATIONS: 1. •"Alualnu. design and etr•sea. a • Pae the latest edition of ins Unlfers Bu13e1n0 Code and the 1982 'edition of the Alueinu. Conetructlen 2. Ivel. I1t;,hot. aI..In.. alloys der be eub.tltutad for these sheen, pr..ldsd tn•Y • registered .Ith the Alu.i.v. Assocl4tien end My .ouLL or gvstvr yield end vl t I sets. stnnoth.. 3. All . creta shall nava • LAI -- 26 ear compressive sfren9th .f 2.000 'P.s.i."Cenente slab •hall nave 3:•• •i.l... thlckms. ane .nett be in peed onelelon. 4. All footlnvs •pall bre' en fire. fate Wral un-elsWxb.d sell or rtifiad '111. Deal^ n vrtical .oil be I.. pros.ura 1.000 P.S.F. S. All steel .debate • ell be not -dip galvanised or electroplated and B. �Wfaro'• to A. S.T.R. A -OSB. Gree. C. .tnv. 1.etoner, shall, be 2024-T4. AIX other fastener. .hall be g.l..nl..d steel or r•e.l.. plated. All, belt• .hall Comore to A.s. T.R. A-341 ane neva standard tut plata .teens'.. Holes ror bolts Mil b• bolt di -t- plus 1,18• daLue. 7. E.pension bol to shell be ,I ti K.lN Dolts KB I1 csrbon steel 0 aoyal Dee I.G.8.0. E.R.Ne. 4827. All bolt" shell have • .inl... cbneret• .dg. distant. or 8 belt did."tor•. B. Each installation hall beer an le.ntifring tag glvino the .... and .der... 01 th..-f-tu 1. r. design toads and nclos•bllity. o. All lt.aa Pertaining to each particular installation shall be circled. 1.... D_.t, Dost add ing, roatinp detail. etc. 10. DP.n latus. pat's sever ansa hoe b• aneledd .ith .far tY0• of sella .ot•rlel. ane the d••lgn loads :..we only b,..A applied to the h-ontol oroJ.cto. or•. or tM lattice. rart.re, bads, etc. per I.C.B.o. erlte'IA. I1.. For •Il detail reference., sae Shat 11 of 12 FASTENER CONNECTION TABLE RAFTER TO [SEAM CONNECTION F Lu WIND SPE -_D=70 M.P.H. WIND SPEED -50 M.PH. WIND SPEED - 100 M.P.H. WIND SPEED. - 110 MPH o TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO POST CONNECTION (2) -ti IO S.M.S. EACH LEG (2 1410 SMS.W/11I2'X V8' (2)-#10 SMS EA. LEG (2)-4k 12 SM.S W1 112'X lid (2)-(t 12 SACS EA. LEG (2)-4F 125.1) S EA. LEG (21 X012 SALS. EA. LEG (2) -at l2 SMS EAI ® (4 -TOTAL 1 WASH. RZEA. LEG' 1 4 -TOTAL) WASHER R.T. EA. LEG. 14 -TOTAL 1 WI 1112'X 3'X 114•WASH 14 -TOTAL 1 WIIV2•X 3"X 1141VAS1 Swr 11 2,01<L (4 -TOTAL) 2❑ (4-7DTAL) 1 4 -TOTAL I ( 4 -TOTAL ) I S (2)-vf IO.S.M.S. EACH SIDE OF RAFTER (43 -Ab 10 SMS• (21-u 10 SM.S. W-41112 &I&S. (4)-1125. M.S. (4) -At 12 SMS (2)-x 12 SM.S. !'41-M 12 S. M. S. - (4 -TOTAL) - EACH SIDE OF RAFTER. ( 4 --TOTAL 1 1 EA. SIDE OF RAFTER EA. SIDE OF RAFTER EA. SIDE OF RAFTER a FOR SIZES OF 3 SO. POSTS SEE TABLE FOOTNOTES ABOVE. SHL 1.1 . , MAXIMUM OVERHANGS ( WIND l 4 - TOTAL 1 I 4.7OTAL 1 f w w $ CL `�' ? v17'8" ( 4 -TOTAL) ;m*'TrPEs � AND LSL ARE USED FOR SLEg CO TION. •PS9T :iiPEB ANO' a ARE USED TDR FOOTING: CONDI R. •._7•zz•92 NOTED 10.15 NX. CIN)tGED SHTY2 103 m-xgo FOX ENGINEERING FAXmaN.g E JAMES M. FOX. STRUCTURAL ENGINEER FOND TaLEaRAPM TIO. DOW N' EV, CALIFORNIA 90X44 '""ND "'�''�•'• ATTACHED LATTICE -TYPE FATIO00V�RW/MAX O.H. L.L.•20830 P.S.F WIND SPEED -70890 M.P.H ALLOW CE PATIO C ER (ASNFGer) VALLEY ALUM)NUM COMPANY W. yNC LN.ST. 'q. .(602)278-6224. .... bu42-1'9 -- 3 OF 12 _ K.K POST.. TYPES : ' J_ BEAM TO POST CONNECTION 0 3'SQ.POST+(2)-2'(.6.1/2' X .024' W I (8)-# 14 SMS.. © V50L.POST+(2)7'2'x61/2 a �. I-2 W. WIND SPEED 70 MPH. WIND SPEED = 90 MPH, WIND SPEED.- IOOM.P.H. WIND SPEED -110 M.P.H. LIVE LOAD - 20 LIVE LOAD -30 LIVE -LOAD -20 LIVE LOAD -30. LIVE LOAD= 20 LIVE LOAD= 30 LIVE-10AD=20 .LIVELOAD=30 X.032':Wl(8)ar14•SA(S.. © '31 SQ POST+ (2) 2iX;G:I/2' 2,01<L 2❑ a ® o - ® - 22 - - - - (21-518 dM.&7091 ( 2)-3/4bMB. TO POST 12) 518'06 MS. TO BEAM f 2) 3As•O M B TO POST X 0 24' W/ (12)-0 14 SMS: . ®.350- 2) - 2'X 61 /2° X'.032'.!. W1 Wl (1 (12)=MI4 S1t15. a FOR SIZES OF 3 SO. POSTS SEE TABLE FOOTNOTES ABOVE. ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 a 110*M.PH. ) '.. TABLE B f w w $ CL `�' ? v17'8" N N U) LU U_ a Wvai ~ �2 0 W> L~gyp MAXIMUM POST SPACING 8. FOOTING SIZE, WIND -19/23 0S.F..UPLIFT •30 PSF Cr Q z = CO g p LIJ a z m p 3" X 8" X •042' BEAM /HEADER WITH CHANNEL INSERT FOOTING SIZE Z MAXIMUM POST HEIGHT 8. SIZE �'r a MAXIMUM POST HEIGHT. 8'-7° MAXIMUM POST HEIGHT= I I' 0° a glan WIND . IOOM.P.H. WIND - 110 MPH. WIND- 100 M.PH. WIND M.PH. m NO SLAB 2 W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/SLAB w Cl: N -I J 3°XOX.030° 12'-8' 5-0" 16' -II" z'Bsnxle''ll le•mxz<a°111zLo"snxlB' la','xz-e• z_,rSnx(e• le .x2 -a' r5Q.xl8• 18'0X2-10 SEEBEAM TO POST CONNECTION TABLE ABOvE. 21'2" 3"Xe;X.03G" 15'-2' G'-0 15'-G", Z-(Tmxs'(1) Is' 0 xz-G"' S-O'Snxle•!z) le•vx2=e' 12) a rsnx 18'121 IS -ox 1 3'-s�OxB°l3) lewx3'-o•(a, 24'9 3"X8X.042' 17'-9 7-0° 12'-5' s-O"snx•8(2)18•0x2B'(z) 3LM.x18'(2) goxztror(2i3'- x.181(2118'v1x-s'-o•! 1 3 W 14-8 TX8"X430' 10'-6 4'-2' 15'=G '2'G5axl8•(I'IBVX2L4"(') z'=8'saxle'111eWxzlGall 2'-gsaxle(')IBrxz-G'(1) 2'-IltsnxBl1)18wxz'-e•!" 3°X 8"X 03G' 12'-7' 5-0' 14'- 2 '-fix IS' (1) 18.0x2' -G' 11 0S'a-M01 "15 x 2=8'(1I Y IJ'S0.X 18"11 18r0X2V (1) 3' - (Sax 1810 I8"dx 2=10"(2) 20' 7 3X8'X-042 14'-9" 5-10 11'-4' 2=10'SOJIO 18'Ox 2L6P (2) 3'-0`WYIW2) 1814 x2'8. (2) 3'-r'SQXISIQ) 3'-3"SaX18'(2)3'-S"Sax18'(21 Id',dX '-O'(2) J J �t5 At „ %-co . ``QtD PRO)fs � 01111 I.H(/�if • FOX w� : c �938'N0. i OFES� IBM E.S. EVALUATION REPORT NO. 5038 •._7•zz•92 NOTED 10.15 NX. CIN)tGED SHTY2 103 m-xgo FOX ENGINEERING FAXmaN.g E JAMES M. FOX. STRUCTURAL ENGINEER FOND TaLEaRAPM TIO. DOW N' EV, CALIFORNIA 90X44 '""ND "'�''�•'• ATTACHED LATTICE -TYPE FATIO00V�RW/MAX O.H. L.L.•20830 P.S.F WIND SPEED -70890 M.P.H ALLOW CE PATIO C ER (ASNFGer) VALLEY ALUM)NUM COMPANY W. yNC LN.ST. 'q. .(602)278-6224. .... bu42-1'9 -- 3 OF 12 _ K.K SEE DETAIL 11 j I I I I Il'lyl I( 4)S M.IG, IIII I I ��II I I 11' 1 FEE TABLE I 88 FOR i Lw /J III i I SPACING `3 kr THICK 1�1�I� Pp`�� •t OPTIONAL NG <� ', SEE•ZP NOTE: r NO CRACKS WITHIN 2'-6" OF POSTS SHALL NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAr NOT BE ENCLOSEO. BE PERMITTED, POST SHALL 13E SET BACK A OF FROMIMUM EDGE OF a' OPEN LATTICE -TYPE PATIO COVER SLAB. MAX. PROJECTION --__ MAX. SINGLE SPAN PER TABLE A B $ C I LMAX. O.H. NOTE :FOR BEAM TO POST CONNECTION, SEE TABLE Et FOR RAFTER TO BEAM LATTICE I CONNECTION, SEE TABLE F. i n -nn IC MAX. SEE NOTE CROSS SECTION, SINGLE SPAN nnnnliLATTICE jl I RAFTER SPAN I r 2 r ; ! MAX QhL 71 N'L MULTI -SPAN u MULTI -$PAN {SEE EN'L S12 (F I O Qj SIN 10-0" 10'=4' I NOTE # 10 .io b� 32"So•%Is�i 18 X 32'(3) 377SQX18(4) 0 3 �' THICK CONC. SLAB -c6!;OPRONAL 18¢X 240) 25'S0_X18(,) IB'WX 26 111 29 SQ•X I I) 22-2 18"0 X 30(; 32"SQX18(1 18 X 32'(4) 36"SQ X18141 . a I IU CROSS SECTION, SINGLE SPAN nnnnliLATTICE jl I I I CROSS SECTION, MULTI SPAN _ -FREESTANDING LATTICE-PATIO'_COVE R=WITH�OVERHANG-(WIND�SPEED=70-B=9O-M.P.H:)- - --- - -- TABLE= -=3A MAXIMUM POST SPACING AND FOOTING SIZE a= FOOTING SIZE CD o z MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11L Oe �3 u 70 MPH 90 MPH 70 MPH 90MPH XN ~ gg9 /SLAB ' NO SLAB?WI SLAB I NO SLAB WI SLAB I NO SLAB I W/ SLAB I NO SLAB LIVE LOAD 10=P.SF. 13 5'-0' 14-G' Is x 24'(1) 28'SQ.x ON IS'Wx 28°(1) 33'sa x(8"O) 6'-0' 13'-3' 18"0-X 24"(,) u'SQ. XQA0 18""x 28"(1) 30"SQ. Xis(, 7-0' 12'-3' lePX 241p) 26'SQ•XreU) 18OX 26 (1) 30 M.x Zvi K MAXIMUM POST HEIGHT = 8'-7-' MAXIMUM POST HEIGHT = I I'_O" a 70 MPH 90MPH 70MPH 9OMPH N WI SLAB NO SLAB W/ SLAB INOSLAB W/ SLAB INOSLABIWISLAB INOSLAB 11"' IShO X32'(2) 3G'SQ. Xrel2) 1e"X 36'(3) 41" SQXI81 0 I8"P`X U'Q)I 3V SQ•X IBia) I I X 3G'(3)14 1' SO X 18(V r RAFTER SPAN I RAFTER SPAN ; ! MAX QhL 71 N'L MULTI -SPAN 0.i-0" MULTI -$PAN {SEE EN'L S12 (F I O I 10-0" 10'=4' I NOTE # 10 23'-2' 18"0 X 301(, 32"So•%Is�i 18 X 32'(3) 377SQX18(4) 0 11'-0' 3. 18¢X 240) 25'S0_X18(,) IB'WX 26 111 29 SQ•X I I) 22-2 18"0 X 30(; 32"SQX18(1 18 X 32'(4) 36"SQ X18141 . a 1210' 5-!5' 312'THICK LONG '- ISR X 28"(, 213 31 •' SQ•X1811 I X 32 (4) 3G' SQ x18141 - E �. 13 D' SLAB, OPTIONAL I&X 24(l) 27'SQ•,XIB(.18px 219(.1 30"SQ-xi 8(,1 2 5° 18",0 X 28'(,) 31' SQ -x4, WO 32'(4) 35* so x1B(4) , 14-0' B' -B' FSRX 24'(.) 27'SQ•XCut W8 28 (;) 317SQ-X 18(11 19'-8" 18'0 % 28'(1) 30'SQ•X180 184x 32'(4) 35"Sa-Xre(4) 15 0' ; I I CROSS SECTION, MULTI SPAN _ -FREESTANDING LATTICE-PATIO'_COVE R=WITH�OVERHANG-(WIND�SPEED=70-B=9O-M.P.H:)- - --- - -- TABLE= -=3A MAXIMUM POST SPACING AND FOOTING SIZE a= FOOTING SIZE CD o z MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11L Oe �3 u 70 MPH 90 MPH 70 MPH 90MPH XN ~ gg9 /SLAB ' NO SLAB?WI SLAB I NO SLAB WI SLAB I NO SLAB I W/ SLAB I NO SLAB LIVE LOAD 10=P.SF. 13 5'-0' 14-G' Is x 24'(1) 28'SQ.x ON IS'Wx 28°(1) 33'sa x(8"O) 6'-0' 13'-3' 18"0-X 24"(,) u'SQ. XQA0 18""x 28"(1) 30"SQ. Xis(, 7-0' 12'-3' lePX 241p) 26'SQ•XreU) 18OX 26 (1) 30 M.x Zvi K MAXIMUM POST HEIGHT = 8'-7-' MAXIMUM POST HEIGHT = I I'_O" a 70 MPH 90MPH 70MPH 9OMPH N WI SLAB NO SLAB W/ SLAB INOSLAB W/ SLAB INOSLABIWISLAB INOSLAB 11"' IShO X32'(2) 3G'SQ. Xrel2) 1e"X 36'(3) 41" SQXI81 0 I8"P`X U'Q)I 3V SQ•X IBia) I I X 3G'(3)14 1' SO X 18(V r MAXIMUM RAFTER SPAN 9-0' 11-5 IB 0X 24"(,) 205Q.XI i 1890X 26' (;) 2YS(LX Idw 25-8 18',` x 30"Q 33'SQ•XI IeX 34 (3) 36" 50X18(3)' 2 0.i-0" 10'`10' 18'0X 24°6) 25'SGX 18(x) IB'0X 2G' (1) 29SaX I(I) 24'-3' 18"' X 30"(2) 33"SQX18� 187X.34'(3) 37'SQX 18 f3 W = 10-0" 10'=4' I8'j0X 240) 25'SQ-X18(ry 18OX 2G'(1) 28'50.X IB(() 23'-2' 18"0 X 301(, 32"So•%Is�i 18 X 32'(3) 377SQX18(4) 0 11'-0' 9 10' 18¢X 240) 25'S0_X18(,) IB'WX 26 111 29 SQ•X I I) 22-2 18"0 X 30(; 32"SQX18(1 18 X 32'(4) 36"SQ X18141 . a 1210' 5-!5' 18OX 2$(,) 2eSQ XIB(1) IB' X 2G' (,) 30"SQx IB'(,I '- ISR X 28"(, 213 31 •' SQ•X1811 I X 32 (4) 3G' SQ x18141 23' -II" 13 D' 9' 0' I&X 24(l) 27'SQ•,XIB(.18px 219(.1 30"SQ-xi 8(,1 2 5° 18",0 X 28'(,) 31' SQ -x4, WO 32'(4) 35* so x1B(4) 5`10- 14-0' B' -B' FSRX 24'(.) 27'SQ•XCut W8 28 (;) 317SQ-X 18(11 19'-8" 18'0 % 28'(1) 30'SQ•X180 184x 32'(4) 35"Sa-Xre(4) 15 0' g-5 IB'OX 20(,) 28 SQ•XIB(;) 18'0X 28' 01 32'5Q•X 18j() 19 2" 18"A X 26'(1) 3O'SQX d(, 19s X 32'(4) 3V SQ X16(4) 16-0- 8-2' I0 26 of 28 'sox 180 IB"°x 30' UI 32'S0,X (B(, 18'- G" I S'A' x 26U) 30,SQ•X IMI 18'0 X 32'(4) 34" SQ x18(4) 1%10' 71-11' ISOX 2G(n 29"Sax 18(1 18' x 32'0)1 33"SQ-X IB(U 18'-0" IF/' X 260) 3o"5a.x&. '18'" X 32'(4) 34 SQXIBNI MAXIMUM RAFTER SPAN .BI OVERHANG TABLE B BEAM TO POST CONNECTION TABLE E RAFTER W BEAM CONNECTION MAXIMUM pvERNRANG TABLE F RAFTER SIZE ( AT 244 O.C.) 2 1X16 I/2 X .024" 2 X 6 V2 X .032" 2 X G 1/2 X.040" WIND SPEED 70 M.P.H. 90 MAX. CLEAR MAX. MAX. CLEAR SPAN OVERHANG SPAN 12'-4" 4'-4" 12'-4' I G'- G' S'- 9 ° I G'- G' 20'-7' 7'- 3' 20'-7" ��, tee` WIND SPEED -70 WIND SPEED -190 M.PH. ��`� a4 e�P�LIVE .LOAD LIVE.LDAD MAX. h7 -67 -2 -or -36- 10 20 30 OVERHANG 20 21 3-8X 2 Q - - Q - - 4'-4" M.3%8-4542 2 2 S'- 9' 'I SERI ® ® 7'- 3` 'W1 SUB NO SLAB W1 SLAB NO SLAB SLAB NO SLAB WI SLAB 1 NO SLAB $1 Q�O WIND SPEED -70 WIND SPEED =90 10;RAETER. TO BEAN TO RAFTER TO BEAN I4 (2)A IO SMS EA. LEG, 14-TOTALI (21-410 SM.S.WIIU2. 2) -IF 10 S.MS (2)-11..10 S,N.SW11 U2 X3X U4 WASKRT. EA. EACH LEG.. . X3X114 WASHER.RS LEG. (4 -TOTAL) l 4 TOTAL) EACH (4 -TOTAL) 15 (21-610 SMS OF RAF OE 4 -TOT) (4)-0 10S ALS. EA. (21-N p S.M.S EA. 4>4 10 SMS SIDE 3'XE 9F RFI IETE4 -TOT) SDE OF RAFTER. WASHER RAFTER W13E TOTALI) 3 X 8 X .042" 23'-11" I W-4" 23' -II" 8'-4 L. 30 P. S.F. L. 30 P.S.F. X - 5`10- . 12-T x 2 x .281(1 I6 I x u) A x30 a SQxre FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED -70690MPR)SINGLE SPAN TABLE C RAFTER SIZE ( AT 24" O.C.) PROJECTIONRea MAXIMUM N ( CLEAR) MAXIMUM pvERNRANG MAXIMUM POST sm""' 3 x 8 x .042 W/ INSERT FOOTING SIZE MAXIMUM POST HEIGHT = I1=0' MAXIMUM POST HEIGHT= 8'-7"IWI 70 MPH. 90 MP. H: - 70 MPH. 90 MR H. 'W1 SUB NO SLAB W1 SLAB NO SLAB SLAB NO SLAB WI SLAB 1 NO SLAB L. L.- 20 PS. F. W/ SLAB I NO SLAB I W/ SLAB I ND SLAB I WISIAB IND SLAB L.L.-20 PaF L. L.- 2 3 X 8 X.042' 31'-9" 1 17'-9" 1 7-0" 1 13'-9" 11d'X20) r#1 IArxap'II x ' IBAx5Qx ' I8T"X 7'-9' 13 -7" 18"xu ' 30 8'x30 ' 41• x oX SQr m1w,X 1B L.L. 30 P.SF.. LL..30 PS.F L.L:30.S, L. 30 P. S.F. L. 30 P.S.F. X - 5`10- . 12-T x 2 x .281(1 I6 I x u) A x30 a SQxre FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED- 70690 MPH. ) -MU TI -SPAN TABLE D RAFTER SIZE ( AT 24.O.C.) AN « a ' `' RioJBCTION MAXIMUM RAFTER SPAN (CLEAR) MAXIMUM RAFTERPOSWIITHSPA OVERHANG MAximuM 3 X B x.042 W/ INSERT FOOTING SIZE MAXIMUM POST HEIGHT g7' MAXIMUM POST HEIGHT 11-0' 70 MP. H. 90 MPH. 1 70 MR 90 MPH. W/ SLAB I NO SLAB I W/ SLAB I ND SLAB I WISIAB IND SLAB W/ SLAB NDSAB 7-177-20 P. S. F L.L.• 20 PS.F. LL. -20 PS.F X 8 X .04 " 7'-9' 13 -7" 18"xu ' 30 8'x30 ' 41• x oX SQr m1w,X 1B L.L.-30 P.S.F LL..30 PS.F L.L:30.S, 3 X 8 X 042 - 14 - - I B -24 0) 11 x28 n 32 SQA 1 re x n . �x sae TABLE FOOTNOTES: 1. CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEN FOOTING. Z. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATIOW. 3. POST 512E (1) 3• SO. X .062- (2) 3" SO. x .003• X .125• A) ]• 54. X .188• NOTE: TIM TYPES In AND •ISS ARE USED FOR 5L� NCONp]TI"N. POST TYPES O ANO T171U ARE USED FOR FOOTING CONDI . POST TYPES [D. 3,50- POST + (2) - 24X 61/2' X.024'WI(8)-# 14Slt1S. ❑2 V SQ- POST+ (2) - 2' x 6 1/2" X .032" W / (8 )-V 14• SAIS. © 3 -SQ POST+ (2) 2'X 61/2' X024' WI(12)-*14 S.M.S. ® 34SQ POST+(2) - 2'X G 1/2' X.032' W/ (12)=0.14 •S.AIS. 1. Alv-lnu. design and atre...e r. per the latest edition of the U,Lror. Bullding Code and the 19B2 edition of the Alu•lnus. Const... tio. 2. Al".1. ternate •lu.inu. alloys say be eo"etitut.d for those nh,,,. provided they •r• r,glst-red Itch the Aluelnu. A .... Lotion and hell •gual or Greater Yield and uItleat. strength - 3. Allo rete *hall have a-int.u. 28 day coopr... Iy strength o/ 2.000 p. e.1.nCon rete slag .hall h... ]L• Mini... thlcknoa end .lull b. In Good condition. A. All- footings shell gear on fire, :ut,ral un -disturbed .oil o :It - rill. D..tgn "'"'holt ertical soil be•ring Orsesur. - 1.000 p.s.F.r 5. All steel .. bars shall be not -dip 9•lv.nlr-0 or .l ectroGlet.d ane -for, to A.S.T.A. A-148. Grad. C. 6. AlU.inu. fee tenors shall be 2024-T4. All other fastener• •hall be get bnitad steel or cadslue plated. All bolt" shall eonfors to .A. s.T.R. A-307 and have standard cut plate ..slur.. Hots for b.Its 1. Clull b• bolt dArt-r p1u. 1/18• .••leu.. .pe.. ton bot to shall b• Hlltl KIIN Bolt. AB It carbon steel o equal per I.C.B.O. E.R.No. A527. All bolt. shall have s elnleue conm-t. edge distance of 6 bolt 01•..tars. B. Each Ina Nll. U., shall beer an ld.ntl/ging tap piling U. her and •edeas of the - nUfa tutor, design loads and -ncloasb111ty. S. All Its- pertaining to each particular Installation shall be circled. I.e.. project, poet .pacing. footing detail. etc. 10. OP.n lattice p.tlo cover .h.11 not be enelaud .Ito any type of roue .aterlel, ane ane drlgn loads ha.. Ant, b..n .ppll-d to ane herrontal proAebe arae of ane lattice, bases, ate. per I.C.B.O. criteria. 11. For 11 detail rof... n ., ... Sheet II of 12. LC -80• E.S. EVALUATION REPORT NO. 503A ,,�7 2B AN « a ' `' FOX ENGINEERING mMUND "` "''t°0' E JAMES M. FOX. STRUCTURAL ENGINEER woo reteogArK MD. DOMRBr, CALIFORNIA 00240 J 0 "'�' •'• FREESTANDNG LATTICE- TYPE PATIO COVER L.L.-ID 20 830 PSF WIND SPEED -%0890 M.P.H ALUMA-L ASTITCEBATIO COVER VALLEY ALUMINUM COMPANY 3602 w.LINCOLN ST (602)278-6224. � tL�LZmra2�•L29L attar "-HOTEO K'I FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED = 100 '& 110 M.P.H. ) MAXIMUM POST SPACING AND FnOTING S N v nd TABLE A } FOOTING SIZE FOOTING- SIZE mo z MAXIMUM POST HEIGHT - 8'- 7" MAXIMUM POST HEIGHT - ; ? MAXIMUM POST HEIGHT = 8'- 7" MAXIMUM POST HEIGHT= 3Na 100 M.P.H. 110 M -PH. 100 M.PH. 110 M.P.H. aNa 100 M.P.H. 110 M.PH. 100 M.P.H. 110 M.P.H. �- 2R(n W/ SLAB IND SLAB I W/ SLAB IND SLAB W/ SLAB I NO SLAB W/ SLAB IND SLAB 2YN W I SLAB 1I NO SLA W/ SLAB IND SLAB W/ SLAB NO SLAB I W/ SLAB I NO SLAB 3-� L.I V E LOAD = 10 P S.F. 114-0'14'-10' 18-1°X2'-CD"W2'-u.,.I81J18yx 2:81219=07su&)l 11'-2'.1190x2-G'(uIZ-10'k'-xl8v)l8'0X2'B'e)13'-Otaxl8!� I 1 1 115-014-8' 18 x2' 6;,, 2L10'sox�T°�x.2'8�p,3 I•snxl&�) b'-10' lgOx2=8' (nZ10 I&I)18'ox2'10"(a 3 18m KIMUM RAFTER SPAN. 5c OVERHANG TABLE REAM IU PUSI UUNNEUI IUN TABLE t RAFTER TO BEAM CONNECTION TAS r RAFTER SIZE ( AT 24' 0. (."r•) 100 MAX.CLEA SPAN M HND SPEED 110 M.P.H. MAX- MAX. CLEAR MAX. OVERHANG SPAN OVERHANG® ��Ph� 4• WIND SPEED=100 WIND SPEED=110 �� p�'��\ WIND. SPEED 100- WIND SPEED. 110 r�� ? LIVE LOAD LIVE LOAD 10 20 30 10 20 30 TO'RAPTER TO: BE -AN TO RAFTER TO BEAM 14 21412SMS EA.LEG (4 -TOT) 121-412 S.M.S. ly-fp S.MS. EA.LM Wll V2' EA.L E& . X3"XU4W l4 -TOL) RS. 4-TOt (2)-4 P S.M.S EA.LEGW/I U2 X3 X114 XWAS R -T a mT. 3 X8XOR 2 - - `L - _ 2'x G 1/2'x.024 9'- 5' 3'- 0' 9' 5" 3'- 0' _ 4 WIN 3-518'0 2-SIR'D M.B5/8 MB- WIINSFJiE EA.BEAM BFiFM 2- 4 FOPT. TO POST _ _ - e _ h' AM 2- TO POST 4 - 2 x G 1/2 X 032 12'- Be 4'-D° 121-8° 4'-0' 2 15 (2)-5125AL EA.SIOE OF RAFt(4•TOT.) (21-ttp S.MS. 121-#12 SAMS EA.SIDE OF EA.SIDE OF RAFE14-TUT.) RAFT (4 -7071 (21-012 S.IAS EA.SDE OF FTA4-10T) 2 x G 1/2 x 040 15' 9" 5' 0' IS' 9° 5' 0' 3 x 8 x 042 18' - 4' V- 0' 18'- 4'. 6'- 0' 3'X 8"X.042" 251-59 1 14-9' S -10' 1 12`7 B �!(2� Are ox2LB Y dgDx FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED -100 a IIOMPH.) _aN&LLEANL TABLE RAFTER SIZE ( AT 24" O.C.) J�G� MAXIMUM RSAPFAN R (CLEAR) MAXIMUM RAFTER OJET7HANG MAXIMUM Pao WITH rX 216 WIIN RT -FOOTING SIZE MAXIMUM00 MP.PHOST HEI( MPH.7 MAXIMUM. M.PHT HEIGHT O MPH.(, WISLAB ND SLAB WI SLAB NOSLAB WISUB NO SLAB WI SUB INOSLAB LIVE LOAD = 20 P.SF (z) 1 c )IN. IN 3X 8 X.04 31=9' 17 9' t211 m L (21 m (3) (31. 3"X 8'X.042° 31'-9 17' 9' 7 0' 13' 9' IB^xzB' 1e u1nxZ+0 '234A1e x3o 3'-a';orlB Aca'2 55nr18 LIVE LOAD or 30 P.SF.(1 (n p1 (v ¢) a1 (3 3 X. X.042' X2-� 2 .B 1810X28 3 aB z'B• V",here 1 .3'01 Y s5(AB LIVE LOAD = 30 P.SF. l2) 3'X 8"X.042" 251-59 1 14-9' S -10' 1 12`7 B �!(2� Are ox2LB Y dgDx I�PxYU 3'- s NOTE : REFER TO 31-11-3. 4 &'If FOR CROSS-SECTIONS'-4DETAIL CONNECTIONS FREESTANDING LATTICE PATIO COVER W/ OVERHANG ( WIND SPEED =100 & 110 MPH.) MULTI -SPAN TABLE D RAFTER SIZE��C ( AT 24' 0. C.) ^J� �F MAXIMUM RAFTER SPAN (CLEAR) MAXIMUM RAFTER RFUWG MAXIMUM POST�INcIMUM 3• z e°x.O42 WITH INSERT FOOTING SIZE POST H - 8'-7 MAX IMUMPOST HEIGHT =I I'-0" IPO MPH. 110 MPH. 100 MPH. 110 MPH. 1 54-8 NO SLAB WI SLAB INOSLAB IWI SUB IJNO SLAB IW#SLA8 INOSLAB LIVE LOAD 20 P.S.F.. .. K.K. (z) 1 c )IN. IN 3X 8 X.04 31=9' 17 9' 7'-0' I efvx2•a 3' -da% I�oxzlo Y3�caB 3d a'- wB II�PxYr Y LIVE LOAD or 30 P.SF.(1 (n p1 (v ¢) a1 (3 3 X. X.042' X2-� 2 .B 1810X28 3 aB z'B• V",here 1 .3'01 Y s5(AB 'TABLE FOOTNOTES, 1. CONCRETE SLAB (EXISTING OR REV) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF TN IS IN STALLATLON. - 3. POST SIZE l 11 3'S(. X.0162" (2) 3* SO, X C83" . (3) 3'5(.X.125' - (4) 3'SaX ASS' GENERAL NOTES AND SPECIFICATIONS: 1. A1,.1... deel6n And stresses ars per the lat.st .du Ion or the Uniform B.1ldlag Code and the 1962 .gluon or the Al..1... Cu.. t... it.. 2. Alto -.t. atu.lnw..11... may be substituted for the.. h.... p... Wad they ere r.gt.t... d with the Al..I.u. Association and he.. g..l or 9r..te, yield and uItL..t. strengths. 3. A11 co ret. shell he,, a .Snl... 28 day compressive strength of 2,0110 P.,.,.nCa.... to stab shalt he.e 31- mini- thick .... .. .hell be I. good '"It"" e. AIt footings .hall be.r`tn fire, n.tnnt u. -diet -bed .011 0' certified rill. Design werrt.l Bolt bearing ore...to . 1.00D P. s. F. S. All steel ...bars .hell be not -dip g•I..nited or electroplated and' C onfor. to A.S.T.M. A-448, Grade C. B. Alu.lnu. fasts.... shell be 2020-T4. All that f..t.n.re .hell be °A.s.T.M. A-307 And how.. s� nes Plated. plot ...he,..h Hoi•a erect regi.. hall be bolt a1e..ear plus ,N B• ...S.u.. 7. E.p.na Len bolt. •hall be Nlltl X.ik Bolt. AB II carbon steel or Newel Par I.W.O. E.R.Na. 4627. All bolt. .hell h... a mint... concrete 8. •age distant. or 6 bolt dte.oe.r.. sen .1n.e.t1•elon .hell bear •n identifying too glwing the name and address of the aanuracturer, deolgn lead• and ndo.abtl urs 6. All It... Vort.lning to Asch p•rit.ul°, lnetel teflon •hell Os eireled. i.e.. project. poet .paclng,.footlng dotal I' etc. 1'0. Upon lattice patio cows shall not be .nclooed alt. any type or .olid .at .lel and the deal'. load. news my been :potted to the no..ontal project.• ores of ane lattice, rafter., beams, ate. per I.C.B.O. 11. iurt.ii'det.tl references, sob Shoot 12 of 12 n r 1�atdsao;Fss s W 5291 Y1 � r h 6.1 APES N.FO LC.B.O• E.S. EVALUATION REPORT NO. 5038 . -10' IS -o2 �'N'r ___ FOX ENGINEERING awm:m""ae E JAMES M. FOX, STRUCTURAL ENGINEER �- 6060 reLeaRArM Mo. oowrer, CALIFORNIA 90240 "'® A` eO01 ""' FREESTANDING LATTICE-TYP PATIO COVER L.L.-10, 20 8,30 P. SF. WIND SPEED- IPO8110 MP.. ALUMA-LATTICEPATIO COVER (As � er1 VALLEY ALUMINUM COMPANY 3602 w. LINCOLN ST. (6O212iB-6224. ,pN nn92- 19287 eN� 5 OF 12 ,.,,.NONE .. K.K. ATTACHED _ LATTICE _ PATIO _ COVERS , _ ( WIND SPEED, =70-B-90 -MPH._) _ • -___. TABLE - __.___.,TABLE cow MAXIMUM POST SPA ING 6, FOOTING SIZE WIND- 10/15 P.S.F. UPLIFT -10/15 PS.F. F3yz PANEL 'THICKNESS' 3 X 8 X 042 BEAN / HEADER 3 X 8 X 042 INSERT BEAM/HEADER USE FOR BOTH INSERTBEAM/HEADERS BEAM/HEADER e ec QPNE� ROOF 44F ~411 2`2 POST SPACING:: w - '3 + •+�'� '+ O 1200 1 a �Z 0 �. Zp, �� 12E POST SPACING OOrINE�l2 MIN. NO ma a OF POSTS UNENCLOSED ENCLOSED t!e`�F `2+ z O O paw z� J� �po pp zm� JM 0_J D ST TYPE 70 POST TYPE 90 MIN #10945. MINA 0 SMIS SP4^, MP. N. MPH MP.H. M. MP.N MPH NPH (n� N� F 0� o N• N6l F I 2 3 4 ( 2 3 4 LENGTH LOCK LENGTH LOCK 4 Jnp\EgP�Op 8'-0"s019' 018 020'.02 20.420 AIB' Ale' 12=5' 12'5' -II 20 23 28'-9 12-5 8 -II 26 30 22 2 - 3 2 - - 6'-O" z 2- b.a 4 5 HANGER OR RAIL pA, 9'-Q AI8" Die' .020 0".020'.016" D18' II -I I" II=I I" $'-2' 20 23 27L5 11'11• 8'-2 2G 30 •.2 2 2 - 3 2 - - 6-9" 2 13.6'18 4 6 \lAVF-d\° • ° PER Q SHT 12 10'- 0" .018' 1e° 2O" O2O' 420' D20 AI8•.018'11 I' S 1114" 7' G" 20 23 26 -3 1 1'-4' 7=6' 27 31 2 - - - 3 2 - - 7' 6' 2 1 ° s 7 OF 12 11'- O..Ole'. ols" .020 jo ' Azo" d' 1e" D18,110,11, 10'r, r,1111 20 23 25 -3' 10' 6" -C-I I 27 31 2 .2 - - .3 2 2 - s -3" 2 16L' 5 7 12'-0" AI8" 18" 20' o Dao" D2a' D18" 1e' 10-G' 9-9' G'-5' 21 24 24 4 9 -9' G'- S 27 31 3 .2 - - 4 3 3 2 9'' 0" z Is o• s 8 RAFT R0 13-0"DIB"AI8".0201 0020"Q24'DI0 025 10-2' 9-1' G -O' 21 4 _f3-6 9'-I' 6-O' 28 32 3 2 - - 4 3 3 2 9'-9" 2 9.6 6 8 ROOF PANEL PER I 2 i ILS' SEE V SHTIZOF 2 14'-0" •016• ole" Dzo° o2s 20" .0321 25 025 g IQ 8'-G" 5'-7' 21 4 22' 9 8'-G 5' 7 28 32 3 2 - - 4 3 3 .2 !oma" a 1 0 6 9 6 a SHT. z 15-0' .018' D18 420 02 424' 032' - - 9' 7 8'-0 5'-3 21 25 22 1° 8'-O' S-3 28 32 3 2-- 4 3 3 2 !!_3 2 2 7 10 OF 12 \ I IG' -O' DIB' .018 .OZ5 .025 A24 .032 - - 9'-4" 7'-7 5'-0" 22 25 21'-5' 7'-7" 5'-0' 29 33 3 2 - - 5 3 3 -2 12' 0" 2 'p i 10 I 17- O'Of-018.025'.02 432.032 - - 9'-1" 7=2' 4'-8 22 25 20'10 7'-2' 4'-8 29 33 3 2 - - 5 3 3 2 12'9' z s- 7 11 EX15T 11 ' ° 18'-0' •OZa .0241 o2a° A2B _ _ - - 8=10 G'-9" 4'-G' 22 25 20'-4 6'-9 4'-6" 29- 33 4 3 2 - 5 4 3 3 13'-6" 2 ai'O s 1! RESIDENCE^ 2 NG ;i J 1g -Q".024'.024' 032'..032 - 8'-7 G'-5' T-_3 22 25 19-10' G'-5 4-3' 29 33 4 *3 3 .2 5 4 4 3 14'-3 a a 12 G T SPpG pF P�M p�N �I= _ _ _ 370° Dw.02B•040 8=5" G'-2 4'-I 22 2G 19'-4 6-2' 4-1' 29 34 4 3 3 .2, 6 4 4 3 15'-0 2 9 13 D 21 0 •032 .03z -- - -- - 8'-2 5-10' 3'-10" 2 3 26 18'- I I 5' 10 3' I 30 3 4 4 3 2 G A 4 3 121-01 2 31 r^ 9 13 FpP - G V2 X 2'X.024• INSTALL POST _ - RAFTER ATTACHED TO ROLLFORMED VERTICALLY• SEE ORM SEcno 8'-0 ole" AI8' 02o" Azd 0" D2o' Ale' DIB' g' Q 7=3' 7-3' 18 20 20-9' 7'=3'. 7=3' 23 27 2 2 2 - 3 2 - - 6'-0' z ' 16• 4/5 & SIDE GUTTFAS[ INFORM LOW FOR \ 9'-0'.018' .ole' ^ 020 020° ' 0I8" 019 8-7 G-7 G'-7" 18 21 19-10' G'-7° G'7' 24 27 -2. 2 2 - 3 2 - - G'-9' 2 1 6" • / G TYPICAL ALL D. BEAM / H ADE DETAIL 0 OF 10'.0" 018' DIB' 020' 20 420".0201021.1025' $'-3 G-' O G=O' 18 21 16-0"1 6-0 G-0 24 27 2 - - - 3 2 - - 7'-6" a IS , 5/7 12 SPER EE R POEET ST SIZE 4- MIN. NO. POST' 5�'I'UNG (,p5, 0ZE 110' le• Ale' 020° 020 420' Ago 022" D25' 7=11' 5'-7 5'-7" 19 21 18 3' 5'-7' 1. 7' 24 28 2 2 - - 3.2 2 - e'-3" 2 1G 5/7 Sr �� N IB° 18' O25• 25 D24' Dz4 7'-7' 5L2" 5'-2' 19 21 17=7 5-2 5'-2 25 28 3 2 - - 4 3 3 2 9'-o' 2 1B' 1./E SES 12'0' - - 24' `N6 13 W A 0 17-'0' e 7 2" 4'-16" �G Pps� e E J 14 0' 0241024"032"03e - - 4'�G" 19 22 I G S' 4' 4' -IG 25 29 3 2 - - 4 3 3 2 0' 6' z 21� G 9 3La Twl(co1+C.sue L` I NO CRACILS S�,rL t� IS -0" e'Dao 40 - - - _ 6 -II 4'-3' 4'-3" 19 22 16-0 4'-3 4'-3" 25 29 3 2- - - 4 3 312 11'3' 2 42.6 , 7 WITHIN WITHIN 2'-6'OF POSTS 16=0" 032'.032 - - - - - - G'-9" 4'-0" -F7 4'-0" 20 22 15-G' 4-0 4'-0 26 29 3 2 - - 5 3 3 2 12'-0' 2 za 7 111 SHALL BE PERMRTED. FOOTING WHERE -W.040'.040-- - - - - G'7' 3'10' - 3=10 20 23 30 ISI" 3'-10 3'-10d23 312 - - 5 3 3 2 Iz'-9' 2 2, 7 POST SHALL BE SET OCCURS, SEE BACK A MINIMUM OF TABLE. A 4• FROM EDGE OF SLAB. ATTACHED ROOFED TYPE -RATIO COVER 8- 0 DIB".0181020%02I6 020. 026 424' D24 AI8' 018' 7-5' 4'-11" 4'-1 1 17 19 17- I 4- I I" 411' 25 2 2 2 - 3 2 - - 6'- °' 2 12' 4/ 5 oj'-Q' DIB' D24• 424 D25' 4'-5" 4'- 5" 1 7 19 IG=4' 4'- 5 4-5 2 2 3 2 G'9• 2 13.6 4/ PROJECTION .0181 .020. D25' 7'- I" 25 .2 - - - , 6 SEE SCHEDULE IO -0 19• .Ole' 025 ,021. .032" 432 - - G'-9" 4'-1 " 4'-1 " 17 20 15L5 4 - I 4' I' 2G 2 - - - 1 3 2 - I - 7t -G' 2 15NOTE; p, . MAX•QK I I'-0 024'.024 D26 .028 D32' D32 - - 6-6' 3'-9 3'-9a 1.7 20 15-0 3'-9'. 3-9 23 2G 2 2 - - 3 2 2 _ 8'3" 2 16'6.221 /7 5 SHEET G &7 INCLUDE L.L. 10 20 & 30 P.SF WITH WIND SPEEDS Of' 70,90 o M 12-0 - - - - 6' 3' 3'- G' 3'-G I$ 20 14EG' 3' 6 3 G 23 2G 3 2 - - 4 3 3 2 9'0" z is , • 5/ ' SHT 12 ROOF PANE V4 PER. PT. MIN. SLOPE 100 & I IO N. P. H. 12 I1 .O24%O24D32'.O3e - - 13'-0" •0z8",o28 Aao .040 - - G'- I' 3'-3 3= 3 I$ 20 14-0' 3'- 3' 3-3 23 27 3 2 - - 4 3 3 2 9-9" z 24 8 19�6/aw 6/8 SHT 12 OF 12 14-0" A32'•o3F - - - - _ _ ,5' 10' 3'- I" 3'- 1 IS 20 13 7" 3' I 3'-I" 24 27 3 2 - - 5 3 3 2 Id -6" z 21 /� 6/9 14-G A4o Dao _ _ _ _ _ _ 5' 9' 2' II' 2 -II" 18 21 13 4 2 I I' 2'-I I' 24 27 3 2 - - 5 3 3 2 11 0" z 2 '/o \ ` II SHT12OF12 SHT I I OF 12 BEAM/HEADER - EXIST, POST BASE AA7 CONNECTION TABLE B TABLE roOTMOT s: ONCRETE SLAB. NO CRACAS WTTNIN 2•-6. 01 POSTS SMALL BE PERMITTED. POST RESIDENCE SMALL BE SET BACK A MINIMUM OF A• FRO. EnGE OF sue. WIND SPEED - 70 MPH. WIND SPEED = 9 O MPH. 2. FOonwc suE Is a CUBE. LE., ZO 2O• x 20• x 20• eCONN POST WISIDEPLATES - ZI_ 5,6 ON FOOTING S S,G ON FOOTING 5 s. A. TOTAL MINIMUM NURSER OF 110 S.M.S. PER POST TO BEAM CONNECTION MINIRUA LENGTH AND NUMBER OF SHEET METAL SCREWS ABOVE DIAGONAL 10R DETAILS 19 i 20. LINE 15 FOR 70 RPM `�� ` �'�' ON SLAB ON SLAB ,.e 90 MINIMUR LENGTH AND MURDER OF SHEET METAL SCREWS BELOW DIAGONAL LINE IS FOR 3 SQ.X .024 AT $LA6.3 <I- 3 SQ. X.046 AT FOOTING T1s FOR SIDE PLATES SEE POST II- Q 5 7 3 A _ 14 s.M. TO vosT A s/Bee 8"X .042" 8'X.042'WIIN 8'% .042• O X.042WIINSERT •a0 .: M.D.N. WIND. Ls r. ai ' a - l4 .s./j D PDST A s/Bee TYPES, AND DETAILS °'^ 1 2 3/4• ENDED. 2 3/A• EASED. TO SLAB POST BASE.. CONNECTION., CONT. (.ON FOOT'G ONLY) 3 s1� i0 L.L- 10 11MCNORS TO SLAB' W/ 2.1 3•A 3/18•. _ NCNORS /.2.1 3.1 3/16 - STEEL GALVANIZE _ _ \P„•,a.°� WIND SPEED -70 M. PH.. WIND. SPEED = 90.MP.H. a SHTIIOTI STEEL GALVANIZE STEEL WASHER PLATE. SIX .042' 5 B'XA42'WI INSERT 8"X.042" 5 6' X.042'WI INSERT 7 6 2a WASHER..PLATE. (4)- /14 S.M.S. TO PORT. + 5/B•9 (A)- I14'S.M:S.- TO POST + 3/8•8 O (4)- 114 S.A.S. TO POST A (2)- a)- 114 S.M.S. TO POST + (2)- A 2 1/2° EMBED. r 2 1/2' ERRED. 1/0.9'1 2• 3/8•8 x 2 1/2" •' L.LP ANCHOAS.70 SLAB ANCHORS TO SLAB - LL=30 EMBEDMENT TO _ EMBED. ANCHOR '20430 W/ 2"1 3•:3/16• - - r/ 2•x 3•x3/16•' TTG: W/ 1•x 2• TO TTG. W/ 2• .!. 'rjo (18D&-3 4 L V I STEEL GALVANIZE. WASHER PLATE. STEEL GALVANIZE HER PLATE. 3/16• STEEL GALS; WASHER'PL< x 3•. 3/10•STL. GPLV, WASHER PL:, 7(-2)- � SMT.' U OF 12 E 3 24 0 POST i (2)- 4 TO POST A (2)- I9 (2)- 1/4.0 TNflU BOLTS To. POST A (2)- 1/2.9 THAD BOLTS 70'POST i (2)- 3 B•B TNRU BOLTS TO POST A. 3 4.0 THRU BOLTS TO POST A C11D NOTE: /8°9 A 2 1/2• 3/e•9 . 2 1/2• (2)-3/8.9x4 1/4• (2)-,5/SA °9 x r (2)- 1/2.9 A be (x)- 3/4.9 1 Be POSTS MAY BE ATTACHED TO CONC. SLAB, SAFTEY L L . MBEONENT TO LAB W/1"A 2•x - - EMBEDMENT TO SLAB W/1"x 2"x - - L.L.- 10 EMBED.Y/1.1 2•x 3/16•STL. GPIY. EMBE. NCHORS W/1•x 2"x 3/16• EMBED. ANCHORS W/1•x 2•x 3/16• EMBED. ANCHORS W/1•x 2'x 3/16- STAKE,ABESCO EARTH ID /1 B! STL.GALV. 1/16° BTL. GALV. WASHER PLATE. STEEL GALVANIZE STEEL.GALVANEZE STEEL GALVANIZE - yr•:', ANCHOR, OR CONC. FOOTING. WASHER PLATE. WASHER PLATE. WASHER PLATE. WASHER PLATE. ER PLATE. a SEE TABLE B 8 444 (4).-41 4 S.M.S. 7 TO POST A (2)- (4)_01I& S.R.S. TO POST 4 (2)- I9 O (2)'- 3/8.9 TNRU BOLTS TO POST A. '(2)- 1/4.9 TIIRU (2)-•I/2-9 TNRU BOLTS TO POST i T/4°8 2• 1(4"9 x 2" (2)- 1/2'9 x Be BOLTS TO. POST A (2)•3/8'8x4 1/4• (2)- S/.°8 a 7• GENERAL MOTES AND SPECIFICATIONS: POST TYPES .. L.L.= EMBEDMENT TO SLAB W/'1"1 2° - _ EMBEDMENT TO FTG. W1 1•x 2' _ _ L.L.•20 EMBEO. ANCHORS W/1•. 2"x 3/16• EMBED. W/1°1 2•A ERRED. RNCNORS Y/1'•x 2•x 3/16• 1. e..1an ,:mese• at• Det tea 1•tmet ee/tlon a/ the Unlfore 2p� 3p x 3/,.•'STEEL 3/16' STEEL' STEEL GALVANIZE 3/16•STL. GALV. 'WASHER. PLATE. STEEL GALVANIZE e.ildiu. B....log Cee ane t • 1682 edition or the Aluminum ConatructLon °i1.na 3'SQ. POST + (2) - 2'X 6 I/2' GALV. WASHER PL. GALV. WASHER PL. WASHER PLATE. WASHER PLATE. 2.' t AT Aac..lu.lnu..11or• .•r D. •ue•eleue.e rot en°a •Moen, proxla•a are r.a1•at.d .Stn the Aluminum A.mecr.clAn andhe.. equal of . X.024'WI(8)-# 14 SMS. - 7 4 - 10 To PDjLei s/e•e 19 O (2)- 1/4.0 TNRU BOLTS TO. A T277-378-0 - rHRu BOLTS TO POST i " .... vraater yl•le And ultimate •tr•n0tn.. ]. All co ct•t• shallneve • minimum 2B e•y cmeDna•Sv strength of 2.000 e 02 3 SQ. POST+(2) - 2")kG 1/2' L.L. 20 - x z 3/4° EMBED. ANCHORS TO FTG. - - - - L.L.-30 (2)-3/8'8x4 1'/4• EMBED.W/1"x Z•x (2)- 1/2'8 8• EMBED. ANCHORS p. s.l."Cenerata also •hall have 31' .i.l.u. tnlckn... end •null be in good ondltlon. X.032' W/(8) -*14. CyAiS W/2•x 3°1 3/18' STEEL GALVANIZE. 3/16•STL. GALV. W/1°x 2•A ]/18" STEEL GALVANIZE .q A. All footing• •hell Dee[ an [lee, Mato:•, un-ril•tu[Dee loll or clflee 1111. Dmelvn ver el c•1 •ell D•ating D[me.ut. • +.000 P.S.F. © 3' 1.0. POST + (2) 2'X G 1/2' ASNER' PLATE. WASHER- PLATE. WASHER PLATE !/ S. iii steel .ember• shat! be not -dip 0.1N•nitee or electroplated and an for. to A.S.T.A. A-446. Grade C. y X O 24 WI(IZ)-� W S'A('S' O (4)- Ito S.M.S.• TO POST 8 7/2.9 ..(4)- /34 TO POST 4 s.. M. s.; 1./0.9 'jNONCRETE'ANCHOR BOLT SHALL BE MtlIK-BOLT it. CARSON STEEL AS MANUFACTURED SV NILTI. INC. IN CONFORMANCE WITH I.C.S.O. E.S. S. Alu•lAu. f••Len...... hall be 2024-T4. All other f••ten•r• shall be p•lvanir•ri te•1 c•d.lue plated. All belt. .n•I1 eonlore to A.s.T.A. Aao7 .na Mees etma.ra cue Plae Wa.n•rs. Nola. for Doled !-.Irddiametere " ® 3+5(Z POST+(2) - 2'X G 1/2" X.032' WI (12)-4114 $.4L.S. LLr30 - x 2 1/4• EASED. ANeroa TO TTG. w/2•x ]•1 3/16• - A 2 S/0' EMBED. ANC H3RS TO TTG. m/2.1 3"x 3/16a - REPORT N0. 4827. .POST MAY !?E ATT�HED TO SAFTY STAKE STAXE SHTII OR paµ N4'IN; N "., 1/1 Mall e. D.lt Plu• 1/10• .•At.u..' ,hall STEEL GALVANIZE STEEL LALVANI2E EARTH ANCHa2, 6 SHTII -•Ep pq(,,':, �y�"�'-•- t` 7. Delta *hall D• NS NWlk Bolt• KB iI carbon steal o equal Der I.C.B.O. E.R.N.. 4627. All Dolt• hall h•.• • mini.- concrete ado. distance of B Dolt Olametera. MOTE: WASNER'PLATE. WASHER PLATE. ""'�.' /y1�a7 x'j'�r,\ 'Z` - '1F.•'�;-M�•,,''"y1 r 0 ;a , .� ••�1j (4)- /14 S.M.S. 'YO B. Eeth 1n.Nlla tion shall Deae An le trlyln0 tag givin0 the name and aeric••• of the menufaeWnr dee lvn, lone• ane ancl.meDllltr. POST TYPES 1 AMO 3 ARE USC FORS CONOID ION. ➢DST IFPE4 �i L��JB © POST A (2) 3/B•B x 2 1/2• "D' ~ 1 00 E E i W+ Wd' B. Alllt•MA D•rtalnln0 to each: part lcul•r Installation .hall De circled. lea.. Deol•et. Poet °pacing• festing detail. etc. AND A AME USE. FOR FOOTING CONDITTDN. 20 EMBED. ANCHOR TTG. W/t - - I u10 • OY'Co, 'Co, w E2G7E6 3- `� f '•• 7• \-?-!r s: 10. OD.n ,•tele. v.uo cover shall Moe b• enclosed oleo am tTo. of •olid eaterl•l, .ne thr d•.San 1240. n.N. only been .DPlrea to cnA h.rrontal ro TL. 2•x 3h 6•siL. GALV. WASHER.PL. / o.• ,, I + SOY 4 1•,bi• n+ES �`•� ♦ o''ROFESsO:�' Pro1•et•d adA of the !•etre., :.lean., b••me, etc. Par I.C.B.O. r L,.•F ,,,,,,. c[lterl•. see she. 12.E 1z. 11. For .0 0.0.11 r.1........ 1G80. ES. 7a-°2 D-15 XX. CHANGED SHL# 4 TO 6 s"'° FOX ENGINEERING m-mD -2444 y"®As I'CaL ' ATTACHED ROOFED -TYPE ALUMA'-C TTICEPATIO COVER ,p. ren 92-19247 EVALUATION MOM FAA PATIO COVER W/ Be MAX. . H. IAS ATG eY/ REPORT NO -.. KK. E, JAMES M. FOX. STRUCTURAL ENGINEER L.L. 10,20630 PS.F. VALLEY ALUM/NUM COMPANY 5038 4040 TELEGRAM INRD. DOWNEY. CALIFORNIA 00240 WIND SPEED= 7000 M.P.H. 2.W (.TNc01.N ST. (60212h4-0244. , roQF 12 - 7 & 4 (ol- ATTACHED LATTICE PATIO COVERS ( WIND SPEED - 100 ROOFED COVER MAXIMUM POST SPACING 8. FOOTING SIZE F- PANEL 'THICKNESS- 3 X 8 X '042 BEAMmEADER 3XBXO/i2NSERTBEA1V1/HEADER vT +v't +rL'L POST SPACING '" 512E POST SPACING FOOTIN ItE o P� x x c0 �t R z DD m _ io-C ma o D Z ZQ Q Z ZQ� �Q� SSO.] MP PH. 110 100 110 1 11 A �(j O - O Of 8 -]O O MP,H MP. H. M.P.H.MRN; MIN. MRI, NPN. O� $ __ .8 _O Nn _ $ _ 8'- 0" 02 .CYO 20" 20 024" 2a .018• .018" 8'- 6° 4'-2• 4'-2' 25 25 19'-8' a'-2" 4'-2° 34 34 8, 110 M.PH.) TABLE A WIND m 19 UPLJFT = 30 PSI. USE RJR BOTH INSERT•BEAM/HEADER. B REAM/HEADER MPV. NO OF POSTS UNENCLOSED ENCLOSED 4 POST TYPE LOO POST TYPE I10 NIN a►10 MIN. w10 SMS LENGTH LOCK LENGTH LOCK 1 2 3 4 1 2 3 4 6 3 3 2 7 4 4 1 3 G` Or z 164 G / 7 'v05� A 2'518°0 TO POST i S/B•H • 2 3/e• ENBEO. (4)- 114 1. TO POST i 3/B•lY 9'-0' 020'.0201 5' 032" 0327•025'Des 8'-2' 3-1d 3=10" 2G 215 18-10' V- 10" 3' -la 34 34 G 4 4 2 8 4 41 3 C-9• 2 ' �I -o' 7/ 8 GALV. WASHER PL. S. All steel .• her° shall be hot-dlp gol,anlred or electroplated and WASNEn PLAT 10'-1 020' D20'025' .025' " 32' - - 7-10' 3'-G" 3'-6• 2G . 215 18'-1" 3'- 6' 3'-6' 35 35 7 4 4 3 8 5 5 1 3 7'-6' 2 15-0 / 7 / (21-.V4',0X8`CONC. I I'-1" 201.0201028' 10,128' - - - - 7'-6' 3-3' S-3' 2G 2G 17-4' 3'-3" 3'-3' 35 35 8 41 4 1 3 9 5 5 13 85-3' 2 tr'-6%Zro 8/10 L,(•,r 12'-0'020 020'.032' OV - - - - 7'-3" 3'-I- 3'-1• 27 27 IG' -9' 3'-1°. 3'-1• 35 35 8 41 41 3 10 5 513 1 9'-o" 2 19-V/24!0.9/ 10 WASHER PLATE. 13'-1° oto° old' 0401 Dao - - - - 7'- 0' 2- V 2'-10f 27 27 16'-2' 2• 0- 2'-10' 36 3G 9 5151 3 10 6 6 13 91 z 115-G '/ 9/11 B 14-O° 025 025' ' - - - - 6'-10' 2'-e' 2'-8' 27 27 15'-8' 2'-8° 2'- 8'1 3G 1 36 9 51 51 3 II G G14 Id -6' 2 z•o•/ 10/12 WASNEn PLATE. WASHER PLATE. 155- 0"25 s" 040' - - - - c' - 7' 2'- G' . 2'- 6' 28 28 15- 3' 2'- G' 2'- G' 3G 1 36 10 5 5 3 12 G G 4 11'- 3' 2 "/36- 1 / 13 0 - 028' - - - - - 6' S 9- 4" 2•- 4 28 28 14-10' 2'-4' 2'-4' 37 37 10 Co 5 3 12 7 7 4 12-0" 3 4- / _ / 32' - - - - - - g' _ 3' 2- 3' 2'- 3" 28 28 14'- 5" 2•- 3' 2'- 3' 37 37 11 G G 4 13 7 7 4 12'-9' 3 %34'-� 9/ - - - - - - 6'-I' 2'-2' 2•-2' 2$ 28 14-1' 2'-2' z-2' 37 37 II G G 4 14 7 7 5 13-0° 3 z'0°/ glo'-0400.1040'- - - - - - 5' -Ir 7-0• 2'-0" 29 29 13-9" 2'-0° 2'-0' 38 38 12 7 G 4 14 8 8 5 Ia'-3" 3 z •6%. 6/1 >3 L.L: 20 Dao - - - - - - 5'-10' 1 - 1 I I - 11 29 29 13•_ 5" 1'- 11" 1'- II' 38 38 13 7 7 4 15 8 8 5 1 s' -o" 3 to40'-0 /12 -WASHERPLATE (4k-1- 10 S.M.6 :7OPOs. a 3/8°d - - - - - - 5'- B' 1'-10• I'- 10 29 29 13'- 2" 1- 12" 1'-10' 38 38 13 7 •7 4 IG $ 0 5 15'-9' 3 J1-6/421 11/ 3 'ANCHOR i0 FTG. 'ANCHOR 35( 3116' I STEEL -GALVANIZE 114 S.M.S. TO POST.32-,5/8'O ' X 7- EKBED. L.L.-20 ANCHORS TO FTG. W/1111V X -X I/4' 8'-0 0201020".020°02d' "D24'018' 018• 8-6' 4-2" 4'-2' 25 25 1 1!)8' a-2' a=2" 34 34 6 3 3 2 7 4 4 1 3 6-O" 2 2 /1G' -o" 6/ 7 12`0:/ W -d' 9'- 0' O2D" 5 5" 32' 032' D25" D25 8-2" 3'-1o' 3'-10' 26 215 18'-0" 3'-10" 3'-10" 34 34 6 4 4 2 8 4 4 13 6-9 2 / ._ . 7 i 8 11 1' �' 20' 025" 25'032° 32 - - 7-10' 3-6" 3-6' 2G 26 18'-1" 3-G" 3'-6' 35 35 7 4 4 3 8 5 5 3 7'- G' 2 / /9 0 11'-0. .020-020'.0128"029 - - - - -0..020 7-G• 3-3' 3-3" 26 2G 17-4' 3'-3" 3-3' 35 35 8 4 4 3 5 5 5 3 8'-3" 2 16-6/ 2210,/1 12 020'.032'032' - - - _ 7'-3" 3-I' 3'-(" 27 27 i6-9' 3'-1" 3-1" 35 35 8 4 4 3 10 5 5 3 s -D' 2 ' /a-0' 9/ J 13' 0'10 zo zo' 040 - - - - 7'- o° 2- lo' 2'-1O" 2 7 27 Ic 2' 2=10' 2' -ID" 36 3G 9 5 5 3 10 G 6 3 9'-9' 2 19- /26.05 5/11 J 14'- 0' 025° 251040• 40' - _ _ _ G'- Io' 2- 8' 2'- 8" 27 27 15'-8" 2'-8" V-8' 36 36' 9 5 5 3 11 G 16 4 to'- G' 2 21•-0/ - 10/I 15'- O' 025' 25' 414 040 - - - - 6-7' 2- G' 2'-6" 28 28 IS' 3' 2'-6" 2'-6° 3G 36 10 5 5 3 12 G G 4 11'-3' 2 -�/ • 11/1 IG' -0 028` 28' - - - - - - G'-5" 2'-4' 2-4" 28 28 14-0' 1-41 2'-4• 37 .37 10 G 5 12 7 7 4 12-0' 3 24- / ,_ , B/ to 17' 1° 32' 32" - - - - _ _ 6-3" 2'-3" 2-3' 28 28 14'-5' 2'-3' Y 3' 37 37 11 G G 4 13 7 7 4 12'-!" 3 z '6/}y0' 9/11 8'-0' 018" 018" 20'020.024• D24.018' 18"1 7_5" 4'-2• 4!-2' 24 24 17-1" 4=2' 4-2" 32 32 2 2 2 - 3 2 - - V-0 2 '2' / G/7 9-1" AIB° 018" D20' 20 .024' .024 025° o2e 7'- 1' S-10" 3= 0• 25 25 W 4' 3=10" 3' ro' 32 32 2 2 2 - 3 2 - - 6'-9° 2 131. / Ilk, 7/8 115.0" D18. 019'.025' 025 D32' 032 - - 6-9" 3-6° 3'-6" 25 25 15-8" 3-6' 3-6' 33 33 1 2 - - - 3 2 - - 7-6" 2 1 / 20, 7 / y I I-1° .024' 024•.028' 032" 432 - - 6'-61 3'-3' '3'-:i* 25 25 15' D" 3'-3' 3'-3' 33 33 2 2 - - 3 2. 2 - 8'-3" -2 / 8/10 ' 12'-0" .024" D24'.032".032 - - - - 6-3' 3- 1" 31-11 2G 215 IR -G' 3'- 1 ° 3'- 1" 34 34' 3 2 - - 4 3 3 .2 5'o'. 2 18 / 241 5/10 TO TO •. J 13'_0" 028" 028 D40'D40 - - - - 6L 1' '2 -to- P'- td' 26 2G 14-01 2 -IO' 2-0" 34 34 3 2 - - 4 3 2 9-9' 2 '19-2`/ , 9/" NOTE: 14 0' .032".032 - - - - - s' l0 2'- e" 2-8" 2G 26 13'-7' 2'-8" 2'-s° 34 34 3 2 - - 5 3 '3 2 to' -G" 2 21' / , 10/ 2 1 J 14-6" Dao".040, - - - - _ - S'-9° 2'-G' 2-6' 2G 26 13' 4" 2' 6" z=l: " 34 34 3 2 _ _ g 3 .3 2 II=O 2 25-6/34' 9/II SHEET 6 Or INCLUDE LL. 10,20 & 30 P.S.F. WITH WIND SPEEDS OF 70, 90, 100 Il 110 M.P.H. POST BASE CONNECTION �v WIND SPEED = 100 MPH. WIND 5 ON ROOTING 5 Q ON .SLAB •X.042" 8"XQ NWRT ON SLAB Ito s K S M s' 0 / TABLE B SPEED rz 111 MPH ON FOOTING 91x .042 XO42*W'jNsEpT N s TABLE a301190m:. I. 312" THICK CONCRETE SLAg� 1.1f� CCRACK WITHIN 2'-G'CF POSTS SIIALL.BE PERMITTED. POST SHALL BESEMAMIN.OF4 FROMEDCEDFSLAB. 2 FOOTING SIZE -IS A CUBE, 1. E.. 20.20 ,?GE 20 X 20 DEEP. 3.TOTAL MIN NUMBER OF f D SATS PER POST 10 BEAM CONNECTION POR DETAILS 19&20. 4. Mitt LENGTH&PE3 OF SHEET METAL SCREWS ABOVE DIAGONALUNE IS FOR 100 MP.H.WIND.MIN. LENGTH AND NO.OFSHEETMETAL W DIAGONAL LINE 6. FOR 1)Q M.P.N. N.P. H. WIND. WU...Y'CLU i IIU MY.fl. $'X,042' 8aX04LfINSERT ). 11 A' S.A S:- TO POST.p 5/B•B 2 3/4' EMBED. (o)- h a ;. TO POST L 318.0 x B" N1 'v05� A 2'518°0 TO POST i S/B•H • 2 3/e• ENBEO. (4)- 114 1. TO POST i 3/B•lY X 7 EMBED. rt•,/�71 pMSE L,,ONNEC I My \,A,/) f and a per .diti,. of 8,I1denV Cod° one the 1882 .edition or the Alumtn.m C... t... tie, "HONORS i0 SLAB EN6(EONE ANCHORS TO 'XYx ua 1. ANCHORS TO SLOB $` EMBED. ANCHOR' 2. Aie.rnats slumi.u, allora may he aub.tttut•a for tnos• .nm,n, Pro,le•d than a teglater•e ,leh the Aluein.m Aasoetell.n and he.. equal or °field •L' 0 WIND SPEED B•X - 100 MPH. L.L.•10 W/ 2'e 3•. 3116• STEEL GALVANIZE FTG. WAJ . 3/1 B• STEEL B W/ r. 3•..3/16• STEEL GALVANIZE .To FTG.. W/ 2424 '.'3•. 7/78•STL. (2il'v X G•ODND. e. A. •11.11 ur on /l ra, naturQlpr = .°°read Boil or eettlrl.% rill. Dasl vert lral °oil baarin 1.000 P. S.i. WASHER PLATE. GALV. WASHER PL. S. All steel .• her° shall be hot-dlp gol,anlred or electroplated and WASNEn PLAT 'GALV. WASHER.PL on form to A.S.T.R. A.448. Geed, C. B. Aiu.inua rest, ...° •hall be 2020-T4. All other fe.ton,re shall b i °°i.ed steel " r ,cadmium plated. All bolts .hall conform R'g T 307 andnau. standard cue plate ,eahors. Holes for bolts ' •042' B1XD42' D7 & 24 (4)-114 S.N.S. TO POST L 5/A (2)-I'OX6•CONC. (4)- 114 S.N. . TO POST i 31/6.6 - EMBED. A-B.°dq, ® •-4 - 110 -S&S YO seer•.s of the ...fact...r, design loads and enclosabllltr. 1. A11 Items part•enl.g t° eeth Paetleuler Ins to Ila t t on shell be el[e I ad. l.e., pro]e.t. post spat in.. .mot ing %alai 1. ,tt. . 2 3/4- EMBED. (2)- 518'0 M.B. . 2 1/2• ENDED. 10. open Settle. pstlm eo,•r shell not b• anelm..d ,11th snr CYPe o1 em110 (21-.V4',0X8`CONC. POST p2Bp 7 • EMBED. L,(•,r ANCHORS TO SLAB "/ 2•x 3•. 7/t 6• ANCHORS TO SLAB m/ 2•x To ILA! 6• L.L. 30 AMI h T FTG :W/IVIG"%2'�X 20 30 STEEL GALVANIZE STEEL GALVANIZE I/4'f WASHER PLATE. WASHER PLATE. STEEL GALVANIZE 'WASHER 'PLATE. a & 4 O (4)- Ito S.N.S. TO POST A (2)- o - t4 S.N.S. TO POST 8121- 0O 5� (4)-0114,5 .M.S. (a)_ /le -S: M. S. (2)'3M:•4 M.B� 3/B•B . 2 1/2• X 7 .• EMBED. TO - (2)- 3/D^6 . 2 1/2^ TO PO5T12-S/B"6 . . .7 • EMBED. B L.L • IO EMBEDMENT TO ANCHORS TO FTG. EMBEDMENT 70 ANCHOOS TO FTC. L.L. 10 (21 -I.0 X G'CONG SLAB Id 3/16• STL.GALV. W/ING'1( 2'x U4'- STEEL GALVANIZE SLAB W/1•. 2". 3/16• STL.GALV. W/IMG X2'X V4' STEEL EALVANIZE EMBED. A.B.° WASHER PLATE. WASNEn PLATE. WASHER PLATE. WASHER'PLATE.- 8 24 (4)-'114 S.M.S. (4)- 110 S.M.s. O (21-314'4 M.B.• L.L.- TO POST N (2)- 2" TO POST 8 (2)- - 1/0.9 . 2- B AREDNENI TO ARCO EMBEDMENT TO L'L' (2)•11g X 6'CONC 20 30 SLAB W/ 1•. 2• . 3/16° STEEL FTG. W/ 1'x 2^ x 3/16• STEEL EMBED. A.W CA' WASHERP'. GALV..WASHER PL: E 3%E#14,s.M. 6 (2)'-518' 0 MB 0 POST X 'B• EN6ED.b: >3 L.L: 20 ARCH TO F7G. 021 3 X L. L.30 °C0K12) -3141% B :STEL GALVANIZE EMBED•A.B -WASHERPLATE (4k-1- 10 S.M.6 :7OPOs. a 3/8°d 7 X e.• EMBED. L L-30 'ANCHOR i0 FTG. 'ANCHOR 35( 3116' I STEEL -GALVANIZE 114 S.M.S. TO POST.32-,5/8'O ' X 7- EKBED. L.L.-20 ANCHORS TO FTG. W/1111V X -X I/4' STEEL GALVANIZE UA SHER'PL ATE. WU...Y'CLU i IIU MY.fl. $'X,042' 8aX04LfINSERT ). 11 A' S.A S:- GENERAL "21" AND IPECIFIIITIGN1: 'v05� A 2'518°0 '°' FOX ENGINEERING PpK a E JAMES M. FOX. STRUCTURAL ENGINEER E000 TELEORAPM AD. DOrYlV, CpLIPORNIp g0Aa0 1. Alu.lnu...sign •tress•° the latest the Uniform X 7 EMBED. ALU -A ATT/CE PATO COVER -'; 1 �/ U O P Y ..UNCOLN s.'. (coz)rre,w ARQQNq :. 8 and a per .diti,. of 8,I1denV Cod° one the 1882 .edition or the Alumtn.m C... t... tie, CHAR T� iTGo ....... K.K. ua 1. I U1G'X 2 XII EEL.GALVANI E 2. Aie.rnats slumi.u, allora may he aub.tttut•a for tnos• .nm,n, Pro,le•d than a teglater•e ,leh the Aluein.m Aasoetell.n and he.. equal or °field PLATE. areata. and ultiut• strength.. 3. All concrete .hall hove a anima. 2B deY ccopressl,a atr°nvtn of 2.000 p. e.l."[oncr ata slab .hell he,. ];• minimae tnlckn•en end *hall be in (2) - 314"0 M.B' B good 'mndltlon. footings (2il'v X G•ODND. e. A. •11.11 ur on /l ra, naturQlpr = .°°read Boil or eettlrl.% rill. Dasl vert lral °oil baarin 1.000 P. S.i. EMBED. AW S. All steel .• her° shall be hot-dlp gol,anlred or electroplated and on form to A.S.T.R. A.448. Geed, C. B. Aiu.inua rest, ...° •hall be 2020-T4. All other fe.ton,re shall b i °°i.ed steel " r ,cadmium plated. All bolts .hall conform R'g T 307 andnau. standard cue plate ,eahors. Holes for bolts ' (2)- 314'4 M. B° 8' .hall be bolt d1a..to, PI.. 1/16• ma.lmum. (2)-I'OX6•CONC. 7. E.panalmn bolts eh.11 be Hiltl K,1N Bolts KB II carbon teal s equal pet 'I. C.B.O. E. A. No. 4627. All belts .hell he,. . mini... ...... t! - EMBED. A-B.°dq, dl,tanee 0r B bolt dl...ter.. B. E.eh In stallatl on nett beer an ld..tlfying tag gl,lng the name and seer•.s of the ...fact...r, design loads and enclosabllltr. 1. A11 Items part•enl.g t° eeth Paetleuler Ins to Ila t t on shell be el[e I ad. l.e., pro]e.t. post spat in.. .mot ing %alai 1. ,tt. (2)- 518'0 M.B. B 10. open Settle. pstlm eo,•r shell not b• anelm..d ,11th snr CYPe o1 em110 (21-.V4',0X8`CONC. eeterl•1, end the design leads h.,• nlr been e0p11.d to the horrantal gtiierie° _. or the lattice, rafter°, be,.,, etc. Par I.C.B.O. EMBED. A.B.° 11. ler alt %.toil reference., see Sheet 12,r 12 LC.BO. ES• EVALUATION REPORT ND. 5038 - 10• '°' FOX ENGINEERING PpK a E JAMES M. FOX. STRUCTURAL ENGINEER E000 TELEORAPM AD. DOrYlV, CpLIPORNIp g0Aa0 '"Mw At °°' "" TTPC.i-IED F, ED -TY PJ�b COVER W118' MAX O.H. �y'yL-'.`.: L. 10,p2i0��30 P.SF WINDJrCED•100&110M.P.H. ALU -A ATT/CE PATO COVER -'; 1 �/ U O P Y ..UNCOLN s.'. (coz)rre,w ARQQNq :. 8 r NOTED ....... K.K. LATTICE RAFTER' 3'X8'X•042" 0. 5\O0 HEADER/BEAM -� YX 8'X•042° W/CHANNELINSERT 3LZ THICK CONC. SLAB, OPTIONAL NOTE: - A NO CRACKS WITHIN WIND SPEED B EXPOSURE 2=6' OF POSTS SHALL FOOTING WHERE BE PERMITTED. POST OCCURS, SEE TABLE SHALL BE SET BACK 40% 1 40z 40: G'-0" AMINMUM OF 4* FROM 5'-7" SLAB. 5'•0" EX S! RESI M c� For/o SffTq�f\ q OVE 'I 40% OF 0`�/NOZ E / S4UARE, STEEL POST, SEE TABLE Er FOR SIZE. - • 0 9 LL's 20190 C >Ly.e30 ..1�•I�J L,TO /9or, St pVGZJ?. 2. SPAN NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. OPEN LATTICE -TYPE COMMERCIAL CROSS - SECTION GENERAL NOTES AND SPECIFICATIONS: 1. Alusln..11"10, and str.sua . pat the latest edition of the U,Lfor. B.Ild Ing Code and the 1882 are of the Alu.lne. Conetructlon 2: thual. e.rn a registers allIth the A .Ln,m tutee /or .host. anaee provided ...y are re0lst.red ..t the Aluelnue Asaocletlon and neva a.u•1 0[ 0rester rlald and uhe..eA strength,. ]. All contra• .nal b s a -int-.. 28 day e..p,sal.• •t r.np 4n of 2.000 p.ad ..11""' slab .hell haus 3;• .inlaue cnleYn•se and en.11 be In Dopa condition. 4. All footing• shall beer on Ilsa. netucal un-dleturbad *poll of C.rtlf tee flu. Oesign .•rtic.I it b.arin0 Pnesut. • 1.000 p.4. F. S. All stool-•e0.rs "hall be not -dip ..I.anlr.d a1 .lectr.Plat.e ane onfore to A.S.T.N. A-408, Grade C. B. A1..Ln.. fastener. .hal be 2024 -TA. All other fasteners .hal be 9.lvanlr.d steel or ..del.. plated. All holt. .hell confor. to A. A-307 ..d neve standard t.t OElte w.eT•t4. Mol.• for Dalt, nal b• bolt disaster plug 1/18• saa.ue. 7. Espen"ion bolts .h.Il b1 Milli KalN Boit" KB II c n steel or .Qi:al per I. C-9 0. G.R. No. 4827. A11.'bo It. ah.11.h...� rink... cR.-Et, Edo• diets... of B bolt dla.aer.. S. Each lnstal.tlln nal bear 1n te.ntifrino t.0 giving, tr{@ no,, sae address of the anuf•.t.r.,. design beds end nc 3o.lbllt'%: 1. All Ltsa• pertelning ':.each urtlwlar lnetelie tion steal be circled.. 1. •.. project. Post spacing. footing dotall. etc. f0. mte Eetuc, pall. cover"hell not be enclosed With any type o/.sol Ld r/el, and the de"Lload* have only been applied to the hor,pntal p,pJ•cted or*1 the lattice.' r.fter.. blue. .t.. per I.0-.B.O. rlt�r/1. I1. For 1'1 detail raferanc u. se. Sh..t II o/ 12 5038 7 I VIAAUIVIUWI /%LLIJWACLt F(Ar' 1 ttH.A"F•AN -r.3 ACS-A..U4L L. L.- 2O P.SF. .. ' - A LATTICE WIND SPEED B EXPOSURE STRUCTURES TABLE A 70 8 1 70 C. 90 8 90C 1 1008 1 IOO C • I IOB I I O.0 17=9' 17-'9' 17=•J" 17! 3" IY9" 14'-1:' 16-10° 129" ' 40% 1 40z 40: G'-0" 7'-0' 5'-7" 6'-8" 5'•0" MAX. L. L. - 30 PS. F. GS S MAX. POST HEIGHT MAX. POST HEIGHT (2)-4145 WIND SPEED :& EXPOSURE (2)-414 SM .7018.. 70 C-90.13 �- 90 G 1008 100 C 110 B : 110 0 14'A' 14'-7' 14=9' 14'-9' 14'9" I4' l" 14-9 12=9° 404 40 r 1 40Y- 1 409• '5'-10' 5'-7" 1 5-10 5-0' MAX. tWIVIUM'ALLOWABLE HEADER/BEAM SPAN-3'X8'x o42" B • L:L.- 20 P,S:F - W/CNANNELINSERT ' WIND SPEED' a,* EXPOSURE 3"SQ,XO83" 3'S0..X.OBVI 70:8 70 C I 90 8 1 :90 C ' 100 B. I OO C 110 8 I I O C 13'-9, 13'-9" 1 13'-9" 1 I3,-1" 1 13.9".1 12'3„ 1 13'-6' 11110„ L.L.-30 P.S.F. '3'54X.125" 35QX.188" -4" 3 " O " 3-2 . I . - ' ° x '�• la- O Cq 9Q -C WIND SPEED B EXPOSURE 3S0..X.125' TABLE FOOTNOTESi 1. CONCRETE SLAB (EXISTING OR NEtl) CONPLET ELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST ANMOD SLAB WILL BE CONSTRUCTED AS PART OF TNJ5 INSTALLATION. FASTENER CONNECTION TABLE B ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE A WIND SPEED 8 EXPOSURE w POST SIZES AND FOOTING SIZES IND- 11/18.5/18.1/ 30.6•Ps.F UPLIFT= 14.35/24.2/23.7/40 P.S.F. (p U) cr TO RAFT ITO BEAM 1 70 RAFT. TO BEAM POST SIZE FOOTING SIZE ") ' J J GS S MAX. POST HEIGHT MAX. POST HEIGHT (2)-4145 (2) -810 -IG (2)-414 SM (2) -#10 -IG I4. 8' - 7" 1 1'-0* 14' - 6' 181-0, X 3/4 TEKS EA. LEG W 8' - 7" 11' -On 14'-G" 18'-Q" NO SLA WISUB NOSLAS W/SLAB IND SLAB W1 SLAB No SLAB w7 SLAB X 3/4 TEKS TACH LEG. 70-B 3"54X.062" 3"SQ.X.062" 3"SQ,XO83" 3'S0..X.OBVI • IB z "° 2- I -2 70-C 350.X.083" 3SQX.083' 3"SQ-X.125' 3 (j XJ88" . 18• x - 8' 2a0" 3-01 SQ IB°_ " xIB 1' 6 Q• �y IB• X m 90 8 35QX.OB3' 3'50_X.083" '3'54X.125" 35QX.188" -4" 3 " O " 3-2 . I . - ' ° x '�• la- O Cq 9Q -C 3SQ.X.125' 3S0..X.125' 3 -X�I88" 3"SQ•X.25" X 18, IB °: X , 4-2 SQ I a, J PLATE,ALLN. PATE, ALUM. J ALLOY GOGTG . ALLOT GOfdiG ALLOY 6064 -TG 70-8 3°50.X.062" 3"54•XDG2' 3'50. X•OG2' 3'SQ.X.083'x �. ZN - _9X Is, •II SQ IQ r W 70-C 3'SQ XOG2' 3'SQ.XO83' 3'SQX 125" 3�SQ.X-125' ,_ Ig ' X 181CL X 2' -II' Q: 90-B 3'SQx 062° 3"50..X.083' 3'SQ•X•125" 3'50..%.125 2"O • 3-G SQ. 18 ' V 3'-3150.. O 90-C 37SCLX.083' 3 S0.x 3'50..X:188" 3"SQ.% 25' X18 X 3-4 54 IQ I 1 I M .125" X IB X J J TABLE FOOTNOTESi 1. CONCRETE SLAB (EXISTING OR NEtl) CONPLET ELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST ANMOD SLAB WILL BE CONSTRUCTED AS PART OF TNJ5 INSTALLATION. FASTENER CONNECTION TABLE B J RAFTER TO BEAM' CONNECTION 3'SQ. P05T + (2) - 2'X G I/2' WIND SPEED & EXPOSURE WIND SPEED 8 EXPOSURE W 70 - B 70-C 90-8 90-C p TO RAFT. ITO BEAM I TO RAFT 110 BEAM TO RAFT ITO BEAM 1 70 RAFT. TO BEAM 70-.B L. L. - 20 P. SJ. g 30 P.S.I. L. L. - 20 P.S. I, b 30 P.S.I. ") ' J J (2)-414 SJA5-(2)-#b-IG O2 (2)-III4SM.S(2)-410-IG 70-C ';HT 11 (2) 5/8"� (2)-4145 (2) -810 -IG (2)-414 SM (2) -#10 -IG I4. EA. LEG (4-10TAL) X 3/4 TEKS EA. LEG EACH LEG 14 -TOTAL) X 3/4 TEKS EACH LEG EACH LEG (4 -TOTAL) X 3/4 TEKS EACH LEG EACH LEG -IMAL) X 3/4 TEKS TACH LEG. (4 -TOT.) W/ 11 /2. X (4 -TOT.) W/ 112 S0. X (4 -TOT) WI 11/2 SCI. X (4 (4 -TOT) WIIU25Q. X SHT. 11 1/4 WASHER V4 WASHER 1/4 WASHER 1/4 WASHER P ATE,ALUM. PLATE'ALUM. PLATE,ALLN. PATE, ALUM. ALLOY GOGI- ALLOY GOGTG . ALLOT GOfdiG ALLOY 6064 -TG FOX ENGINEERING F.< JAMES M. FOX. STRUCTURAL ENGINEER 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 00240 BEAM TO POST CONNECTION 3'SQ. P05T + (2) - 2'X G I/2' TABLE C WIND SPEED & EXPOSURE TO BEAM TO POST WIND SPEED 8 EXPOSURE TO BEAM TO POST aO u J J 70-.B ® ®. ") ' J J 70-6 Q2 O2 70-C (3)-5/8"0 (3)-5/8" 91 11 70-C ';HT 11 (2) 5/8"� (2)-5/8'P' 90-B @ (3)-1/2'0 (3)-1/2',0 90-B (2)-5/8'0 (2)-5/8'0 90-C22 (3)- 1"A' (3)- 1"9 90-C (2)- I"0' (2)- I",0 FOX ENGINEERING F.< JAMES M. FOX. STRUCTURAL ENGINEER 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 00240 NOTE: - OQIT TYPES T1� AND iSI ARE USE ;FOR SAN CO TIO.. ST 17PE5 Ado .Is1 ARE USED FOR'FOOTING COWOI N. POST TYPES (D. 3'SQ. P05T + (2) - 2'X G I/2' X.024'W/(8)-# 14 SMS. ❑2 3' SQ• POST+ (2) - 2'x G 1/2" X .032" W / (8)-* 14. 4M.S. © 31 SQPOST +(2) 2'X61/2' X O 24' W/ (12)-014 S.M.S. ® 3, SOL POST+(2) - 2'X G I/2" X.032' WI (12)= 114 S.M.5. NOTE: - OQIT TYPES T1� AND iSI ARE USE ;FOR SAN CO TIO.. ST 17PE5 Ado .Is1 ARE USED FOR'FOOTING COWOI N. _Ad,, 8 OF IZ jr, Y t" w? s•. ( /i V:vRvl�� /y1 0 525: ,_.. r DRFGf9 I, +CL 19 l �• 1 440leg _Ad,, 8 OF IZ jr, of - LATTICE SEE DETAILS SHL FI ( 3' x 8'X .042') POST:SEE TABLE.A, 312 THICK CONC. SLAB SHTS 9 810 FOR OPTIONAL SIZE. ' I NATE: NO CRACKS WITHIN I I 2tG OF POSTS_LL _ PERMITTED P05T SHABLL L. J N,tdtY►S gY.E 1 BE SET BACK A MINIMUM FOOTING FOP SES OF 4" FROM EDGE OF SLAB- SEE TABLE A NOTE: THIS OPEN LATTICE -TYPE STRUCTURE AT NOT BE Ex CLOSED. FREESTANDING OPEN LATTICE TYPE PATIO COVER SEE TABLE A F1 SIZE, POST SPAC FTG. SIZE & MIN. OF POSTS. E pPZtO � SSS tC1 Mg6/ . NV I MAXIMUM PROJECTION 24" LATTICE 24° MAX H. nn MAX 0.H nn 1 , FREESTANDING LATTICE / COMMERCIAL STRUCTURES TABLE J o W POST SIZE AND FOOTING SIZES WIND II/18.5 /18.1 /30.G UPLIFT 14.35/24.2/23.7/-4[ 70-C co°1 °C POST SIZE FOOTING SIZE TO RAFT. I TO BEAM I TO RAFT. TO BEAM 3' S C6 g MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT 121-414S.I4S.(21-4i10-IG 98'-7" W 8�-7'1 IIS O° '14' 111-0" 1 4' G' I 18-0 1 I LJ (2)-#14SM (Z)-JFIO-IG -Go 18'-0" NO SLA W/ SLAB' NO SUB W1 SLAB NOSLAB W/SLAB NO SLAB /sue - - - EACH LEG 70-B 3'SQ•x.OG2' 3°SOXAG2' 3"SQ.x OB3' 3'SQ.x.OB3' G Y2 SO _ I'. X 2'-10' - Ui 70-C VsQX.083' 3'SQ.X.OB3' 3'50•X.125' 3'SQ•XJSB" - 1 3-2 SQ x2'_11" - I "4" 14 -TOTAL) EACH LEG 50-8 3'5_.X.083" 3'SO.Y.083" 3'S4x.125' 3SQ.x.18B' 18'e¢. - - - - - ' a 0 90-C 3'Sx J25' 3'S_.X .IBB" 3' 54X.25" 3 54X.188' Q. _ _&&f 3-7SQ 4' 2'SQ -4 IB°p,• I D" 3-1I' IB n -e X Q = 14 -TOT.) W/Iv2.So. x N ( 4 -TOT) W/Iva So. X (4 -TOT, Wnu2So. x i 1/4 WASHER 1/4 WASHER J 1/4 WASHER SHTII < PLATE, AWM. 70-B Ysci.XAG2' 3"5_.x.062' 3'5_x062 3'SO-X.083' 2-4 SO. 18 .1. '- -g X 2' G' 2%II '- �m - < ' '- - W (!i a 70-C 3'SQ.XA62' 3'SCi•z•OB3 3 SQx 425' S'S_.X .125" 2'-1 3-O 3-3' IB „ 3-6 1� �' ' x IB • x 2'- X 18• . x X IB, - y1 90-B VSQ.X.062' 3"S_ X C83' eSQX.125" 3 5Q XJ25' 2'-g 3`O' I - a 0 M 90-C 3'SQ.X.125" 3"SQ.X.125' 3"SO.X18B" 3'SQ.x .25' Gn L X x 11' x " 3 7 3 18 X J J \ ' TABLB FOOTNOTES: 1. 2. .CONCRETE CONCRETESLAB SLAB (EXISTING OR NEB) COMPLETELY SURROUNDS NEB FOOTING: DOES NOT EXIST AND NO SLAB BILL BE CONSTRUCTED AS PART - + f . Of_ IN Li -INSTALLATION. I MAXIMUM PROJECTION 24" LATTICE 24° MAX H. nn MAX 0.H nn 1 , / HEADER W/ SIDE PLT? TYP. II CROSS-SECTION GENERA, NOTES AND SPECIFICATIONS: 1. Aluslnuedaslgn and atrol- era per the latest edition of the Unlfoi. Bu lid Ind Coda and the 1982 edition of the Alvaro,* Const ,union 2. Alternate slush,, alloys say be subatltuted for tho,, ehoan, provided ...they era r,glstaree •its the Rival- A.aoe latlon and have .dual or greeter ,told and ult Lete atr.noth.. 3. All ca irate shall neve •minis,* 2B der compress I,: strength o1 2,001 p•s.l."Con Concrete slab .hall nava 3;• .lni.u. thlewna•a end .hell ba In good c..ditl.n. .. All r..tlnoa .hall beer on firm, natural n.disturbed 'Oil or .rtllled rill. oaslgn vertical 1011 blaring 9 ...... I. ';Goo V.B.F. 5. 'R 11 stall ee.bern shall be not -dip gaI .....d or al Arti Ablated and ..for. to A.S.T.M. A-.40. orad. C. B. Aluminum fasteners .hall be 2024-T4. All other fasteners shall be elvenlred steal or cadet,* plated. All bolt. shell confora to A. S. T:N. A-307 end have atend, rd cut plata Washer.. Holes to, bolts hal 1_ b• bolt dlemetar pl.e 1/18` aealwe. 7. Expen•lan bolt• shell be Hiltt K,lw Bolts KB II carbon stool Or eswl perI.C.B.O. E.R.No. 4827. All bolts shell.hove a Minimus concieto .doe distance of B bolt dle.eten. B. Each installation shell bear an Identifying taggiving the nae• and .dere.. of the "anuraiturar• design load, and _1 osablllty. 9. All Lte*s Pertelning to each particular Installation shall be circled, S. e., prolsct, pont spacing, footing detail• etc. 10. Open lattice patio cove shell not be anclo.ed Its any tyPe of .olid .start.l, and the deel,n loads have only been applied to the n.rtonbl proJacted ores of the lattice, tetters• bees., atc. per I.C.B.O. cart:rle. 11. For 11 %.tell raiaren.... .aa Sheat It of 12 FASTENER CONNECTION TABLE TABLE I B BEAM TO BEAM/HEADER RAFTER J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 7C - B 70-C BEAT ~ 10 RAFT ITO BEAM ITO RAFT. I.l0 BEAM TO RAFT. I TO BEAM I TO RAFT. TO BEAM 3' S L.L. a 20 P.SJ. & 30 P.S.I. 11 11 3 1/2'THICK CONIC. SLAB) OP TI 121-414S.I4S.(21-4i10-IG 70-C' (3)=5/8"0 (3)-5B" P 12)•11145M5 (2) -410 -IG I LAI 1 I LJ / HEADER W/ SIDE PLT? TYP. II CROSS-SECTION GENERA, NOTES AND SPECIFICATIONS: 1. Aluslnuedaslgn and atrol- era per the latest edition of the Unlfoi. Bu lid Ind Coda and the 1982 edition of the Alvaro,* Const ,union 2. Alternate slush,, alloys say be subatltuted for tho,, ehoan, provided ...they era r,glstaree •its the Rival- A.aoe latlon and have .dual or greeter ,told and ult Lete atr.noth.. 3. All ca irate shall neve •minis,* 2B der compress I,: strength o1 2,001 p•s.l."Con Concrete slab .hall nava 3;• .lni.u. thlewna•a end .hell ba In good c..ditl.n. .. All r..tlnoa .hall beer on firm, natural n.disturbed 'Oil or .rtllled rill. oaslgn vertical 1011 blaring 9 ...... I. ';Goo V.B.F. 5. 'R 11 stall ee.bern shall be not -dip gaI .....d or al Arti Ablated and ..for. to A.S.T.M. A-.40. orad. C. B. Aluminum fasteners .hall be 2024-T4. All other fasteners shall be elvenlred steal or cadet,* plated. All bolt. shell confora to A. S. T:N. A-307 end have atend, rd cut plata Washer.. Holes to, bolts hal 1_ b• bolt dlemetar pl.e 1/18` aealwe. 7. Expen•lan bolt• shell be Hiltt K,lw Bolts KB II carbon stool Or eswl perI.C.B.O. E.R.No. 4827. All bolts shell.hove a Minimus concieto .doe distance of B bolt dle.eten. B. Each installation shell bear an Identifying taggiving the nae• and .dere.. of the "anuraiturar• design load, and _1 osablllty. 9. All Lte*s Pertelning to each particular Installation shall be circled, S. e., prolsct, pont spacing, footing detail• etc. 10. Open lattice patio cove shell not be anclo.ed Its any tyPe of .olid .start.l, and the deel,n loads have only been applied to the n.rtonbl proJacted ores of the lattice, tetters• bees., atc. per I.C.B.O. cart:rle. 11. For 11 %.tell raiaren.... .aa Sheat It of 12 FASTENER CONNECTION TABLE TABLE I B BEAM TO RAFTER TO BEAM CONNECTION J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 7C - B 70-C 90-8 1 90-C ~ 10 RAFT ITO BEAM ITO RAFT. I.l0 BEAM TO RAFT. I TO BEAM I TO RAFT. TO BEAM C L.L. a 20 P.SJ. & 30 P.S.I. L.L. • 20 R.S.I. & 30 P.S.I. �. 121-414S.I4S.(21-4i10-IG 70-C' (3)=5/8"0 (3)-5B" P 12)•11145M5 (2) -410 -IG (2)-414SM. (2)-+ID-IG (2)-#14SM (Z)-JFIO-IG 90-C (2)- 1"0' EA. LEG X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEG X 3/4 TEKS 14- TOTAL I EA, LEG 14 -MT') 14 -TOTAL) EACH LEG (4 -TOTAL, EACH LEG 14 -TOTAL I EACH LEG. 14 Wn12°SQ.x 14 -TOT.) W/Iv2.So. x ( 4 -TOT) W/Iva So. X (4 -TOT, Wnu2So. x 1/4 WASHER 1/4 WASHER 1/4 WASHER 1/4 WASHER SHTII PLATE, AWM. PLATE,AWM. PLATE, AWN. RATE, ALUM. ALLOY GOGI-71i ALLAY GOGITG .AUAf GOGITG ALLAY GO6I-TG POST TYPES . 3'50- POST + (2) - 2'X G 1/2' X.024'WI(8)-# 14 SMS. 02 3' SO-. POST+ (2) .-'2*); G 1/2" X .032" W I (8)-4' 14 • SMS. © 31 SOPOST+(2) 2'X61/2' X 0 24' W/ (12)-014 S.MS. ® 34S41.POST+(2)-2'XG1/2" X.032'WI ( 12)=414 S.A.S. OTE :, 15"T TYPES r1I ANO ❑] ARE USEO FOR S CON 7104. ST TYPES .a. 1_AJ ARE USED i0R f00T IMO :O IDI IT 9 d m. Er � u f•O nnLly.K.,J., i yPA •'tom 1 '^' �9DFEsSA�r•''• \O�pl FMC/ry!r J4BES M. � d Or C.Q IC;BO E.S. EVALUATION REPORT NO. 5036 BEAM TO POST CONNECTION 1015 KX. CHANGED SHT.# G TO 9 TABLE I C WIND SPEED & EXR7SURE 70 BEAMTO POST WIND SPEED & EXPOSURE TD BEAM TO 'POST a N J J 70- B LJ C 0 ''� u J J 70-6 �. ❑2 70-C' (3)=5/8"0 (3)-5B" P 70--C (2)-SB°P (2)- 5/8'.0 90-B (3)-1/2'fi" (3)-1/2'0 90-B (2)-5/8'0 (2)- 5/8-0 90-C (3)- I"Je (3)- 1"0 90-C (2)- 1"0' (2)- I"o POST TYPES . 3'50- POST + (2) - 2'X G 1/2' X.024'WI(8)-# 14 SMS. 02 3' SO-. POST+ (2) .-'2*); G 1/2" X .032" W I (8)-4' 14 • SMS. © 31 SOPOST+(2) 2'X61/2' X 0 24' W/ (12)-014 S.MS. ® 34S41.POST+(2)-2'XG1/2" X.032'WI ( 12)=414 S.A.S. OTE :, 15"T TYPES r1I ANO ❑] ARE USEO FOR S CON 7104. ST TYPES .a. 1_AJ ARE USED i0R f00T IMO :O IDI IT 9 d m. Er � u f•O nnLly.K.,J., i yPA •'tom 1 '^' �9DFEsSA�r•''• \O�pl FMC/ry!r J4BES M. � d Or C.Q IC;BO E.S. EVALUATION REPORT NO. 5036 -...7 .28.92 1015 KX. CHANGED SHT.# G TO 9 Ng►122f L FOX ENGINEERING ',g "r'0°° FAc '22'1°0° fi JAMES M. FOX. STRUCTURAL ENGINEER- •Deo TBLBORAFN' RD. DOWNEY, CALIFORNIA 00246 +A•to r roz w eta FREESTANDING LATTICE -TYPE COMMERCIAL STRUCTURES wND SPEEo EXPOSLRE 70•B 70-C 90B & ,O -C ALUMA-LATTICE PAT/O COVER (AS Ams eY) . VALLEY• ALU4iiIlVl/M COMPANY.. 3%nFNL LINCOLN ST. (602)218-6224 e. ra 92 I9' .,.,. NOTED Dttm 9 OF 12 ....... K.K. - ATTACHED LATTICE /- =COMMERCIAL STRUCTURES o POST SIZES AND FOOTING SIZES WIND - 22.3/37.G/e w w POST SIZE ,X SO' 3=850% }ek3a" 31150x18' ]JdX -g' OM DD p MAX. POST HEIGHT MAX. 0 0 3 w 8'- 7" 11=0" 14=' G" 18'- 0" 8'-7" 0 110-C 3'54X,125" 3"SQ-X.188' 3'S4.x,25' 312'54X25" 3ytQX19I6x 3-7tD*18160`-2' 3.7b1% 181X3-5' =2S4X &X319' 4%VSQ. 6;1A4tO' N- '. ; SLAB WISLAB No SLA 100 B 3'54X082' 3.50-X)25', 3-SQ.X.188- 354x.163' 42-4X18 0x240 3-SS4', LL 0 100 C 3°54.X.125° VSQ.X.188' SSQ-X.,188' 31f2'SQ,XJ88' TWS ' •}0' }950; Q' I lO B 3'SQX125' 3'54.X.125" 3'54X188' 3'SQ•x.25' 3-IrSO&A 18Wx3'-0' 3-754) N 110 C 3'SQx 125" 3'SQx 188' 3'SC X 25' 312'SQX 25' I S-7 x.18'0x3=2' 3-050 -1 J _• - -. TABLE.- A,. - 'ICO -13 3 SQ X.Or j' FREESTANDING LATICE / COMMERCIAL STRUCTURES - 5.5 UPLIFT- 29.2/45.2/35.3/59.5 o POST SIZE AND FOOTING SIZES WIND = 22.31 (TING SIZE `)1 ¢ POST SIZE 00 GO MAXIMUM FOST HEIGHT POST HEIGHT ° 14! -Go" IS.-O..z x 8-7° 11'-0" 14'-G' 18'-0' 8`7' w NO SLAB W1 SL SLAB NOSLAB WISLAB NO SLAB WISLAB ,X SO' 3=850% }ek3a" 31150x18' ]JdX -g' OM 100-B 3'SO-x.083" 3'40.X.125' TSO -x.188' 3'50.xIV' 3-'50x1 18TX 'X3=4' =1'}-1]X18 giex'54" 441OXI8'I8KS-11' 11 100 -Ci 3'40.x•125' 3"SO•X.188" 3'$4-(.25° 31(250X188' 3'-G'SQX16'IV'FX Xaa"77-_ 1 8�C318" 4'-2SOX18 MiFX40' V) 110-B -TSQx.125" 3'54x.125 3'54x.188" 3 SQ x.25' 3'-d5Qx19' 18WX x315' '-2111X18 'X39'-G'SQXIB'1864-0' 0 110-C 3'54X,125" 3"SQ-X.188' 3'S4.x,25' 312'54X25" 3ytQX19I6x 3-7tD*18160`-2' 3.7b1% 181X3-5' =2S4X &X319' 4%VSQ. 6;1A4tO' N- '. (2)-114-14 TEKS, EACH J LEG. 14 -TOTAL) (4- TOTAL) J ( 4 -TOTAL) I NOTE: REFER TO SHT. 8 & 12 FOR CROSS-SECTIONS & DETAIL CONNS. I TABLE FOOTNOTES, 1. CONCRETE SLAB (EXISTING OR NEN) CORPLETELY SURROUNDS NEN FOOTING. 2. CONCRETESLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART Of 7NI5 INSTALLATION. FASTENER CONNECTION (.ATTACHED & FREESTANDING) TABLE C 'ICO -13 3 SQ X.Or j' 3' SQ )(100 3 SQ X-125- 3°54.X.188' 3' dQX AE L19' 3-2kXffi 18&x 2110' 7id�=e' 180X 32 34SO X. 180X3=4' 4 100 C 3'50.X125' 3" SQX.®8' Is3ax.1w 3712 S4x189 1G�WJB 000' 9$0X1$18bx S-4' 4L 154%1 e*XS-T 4=lyax3-R' OM 110 B 3rSQ.x' �" 3'SQ,x.125' 3 SQX--189 SSO, X•'Be '-2SL1x1B &XVI0' 315sn)cg 161,0x3=o' '�5n x S -d 3-I(% 1&X3' 121-14 S.M.S EA. LEG 110 C YS4.X.125' 'SQ.XASB 3'SCLX.25' 3VSQX25' 3-7tD*18160`-2' 3.7b1% 181X3-5' =2S4X &X319' 4%VSQ. 6;1A4tO' J (2)-114-14 TEKS, EACH l 4 - TOTAL 1 LEG. 14 -TOTAL) (4- TOTAL) J ( 4 -TOTAL) l 4-70TAL) l 4 -TOTAL) LEG. ( 4 -TOTAL ) SHT II I NOTE: REFER TO SHT. 8 & 12 FOR CROSS-SECTIONS & DETAIL CONNS. I TABLE FOOTNOTES, 1. CONCRETE SLAB (EXISTING OR NEN) CORPLETELY SURROUNDS NEN FOOTING. 2. CONCRETESLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART Of 7NI5 INSTALLATION. FASTENER CONNECTION (.ATTACHED & FREESTANDING) TABLE C BEAM TO RAFTER TO BEAM. CONNECTION WIND SPEED 8t EXPOSURE WIND SPEED 8- EXPOSURE WIND SPEED .6 EXPOSURE FK 100 B 100 C 110 B 110 C W TO RAFT I TO BEAM I TO RAFT TO BEAM TO RAFT ITD BEAM ITO RAFT TO BEAM 100-B L.L- 20 PSF & 30 P.S.F LL.- 20 P.SF & 30 P.S.F I.O 121-14 S.M.S EA. LEG (2)-114- 14 TENS, EA. 121-14 S.MS, 'EA. LEG 121-114-14 TEKS, EA. 12)-14 SM.S. EA. LEG (21-114-14 7EKS EACH (2)-14 SM.S. EA. LEG (2)-114-14 TEKS, EACH l 4 - TOTAL 1 LEG. 14 -TOTAL) (4- TOTAL) (2G. 4 -TOTAL) ( 4 -TOTAL) l 4-70TAL) l 4 -TOTAL) LEG. ( 4 -TOTAL ) SHT II .... 10.15.92 �. NONE ...- K.K BEAM TO POST CONNECTION(ArrAr+maANoW4rA&E D WIND SPEED 8t EXPOSURE BEAM 25A' a TO POST SHT H WIND SPEED & EXPOSURE TO BEAM sNI I I TO P05T SHT II LL 4 O N J J IOO_B (3)-5184)d`M.B' (3)-314"KB' d O p J J 100-B (31-5�0M.B' (3) W10 KB' 100-C (3)-314'.'>d K B' (31-I°< M.B.° 100-C (3)4'p OM -W (3)1'0 MB" 110-B (3)-3/4'0M B' 13)-1"JW M.B.' 110-B (3)31q IdKB' (313140)1.8° 110-C (31-1'0 M.B5 (3)- 1"P MV I IO C (3) I0 KB' (3) I'4 M.B' .... 10.15.92 �. NONE ...- K.K I NOTE REFER TO SHT. 9 & 12 FOR CROSS-SECTIONS Q DETAIL CONNS. I TABLE FOOTNOTES: 1. CONCRETE SLAB (EXISTING OR NEW) COMPLET€LY SURROUNDS NEW FOOTING. _• C.DNERETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART Of THIS INSTALLATION. 40FIAA7 JAY® W. FON. w FOX ENGINEERING �M J JAMES M. FOX, STRUCTURAL ENGINEER 060 TELEGRAPH RD. DOWNEY. CALIFORNIA 90240 I �• • 0hµ E.,;.;. V �:- Ns•r5 Y:.X •.o �,� ..: dor 4g, 78'LL MAD-ED&FRIT_ LATTICE M COMMERCIAL STRUCTURES L.L• 20 L 30 PSF. WIND SPEED *EXPOSURE 100-S, 100-C, 110-8 d 110C TA13LE Y I IA' - G" I I8'-0 W/ SAB I NO SLAB INOSLAS IWI SLAB. INDS ASSEMBLY INSTRUCTIONS POR FASTENERS TO WOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN WOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE -LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD HOLES POR WOOD SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL RE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SHANK AND THAT RECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON WOOD SCREWS OR IN THE LEAP HOLES TO FACILITATE INSERTION AND TO, PREVENT DAMAGE TO THE WOOD SCREW. GENERAL NOTES AMD SDE[If I[ATIONS: 1 Alullnu. design and aims... • • Der the latest edition of the Uni /.r. 'eullding Code Ane the 1982 edition of the Aluanu. C...erueti.n 2. Alternate 'hi'l'l. alloys .sy be a,b,titut,d for those shosn. Drovidad they are registered Nlth the Atv.l... Association end h•ua aqua/ or graet•r yield and uIti..t. at .... the. I. All con -to shall hsua ..lnl.u. 2B day eo.Pr..aiu• .tr•ngen or x.000 I.e.l'.'Concret• Ale° .hall nava 3L• .lnl.u. lnlckn.ai Ana Mall ea In good condition. e. Aufootingd en•u °ear n nr., ..'caret un-eiaurb•e sou o c.riifl.d fill. O.alpn v.rllcal •oil b•arinp Draasur• • 1.000 D. S.i.r s. ALI-st••l ...bare .hall be not -010 o.I..hir.d or .I..t,.pI.t.1 and e. Aohfor. to A.S. T.R. A-445, G..d. C. t...... 1. tone a shall be 2024-T4. All other feat•ner. *hall be gal ... l.edt••1 or cad. /u. Plated. All bolt• .hall confor, to A.S.T.R. A-Io7 •nen•.• .!Weare cut Plate ...her.. Holes for bolts halt b. bolt die.•e•r plu. "TB• ...Foca.. 7.,,.E.pone ion bolt. shall be-.1itl K.ik Bolts KB II carbon tae/ o agual Par , I.C.B.O. E.R.Ro. 4627. All bolts shall he.• • .Ini... on. ret• .ego diet...• of B boll dl ... ter.. B. Each Installation .hall b... .. Identifying tag gl"Ing the now and .ed.ea. or th, onufectur•., design loads ane andlos•blll ty. B. All it pa't'h... to aaen oartle.. I, ln•t.11.tlo. eh.11 b. cir l.d. I.... Dr.lect, Dost 'pacing. footing detail, etc. l0. upon lattice Pati. 1 ear sh.11 hot b. ancl...e .lth enr ere. of .011e .aarlal, ane. en. d.agn load. n.ua only boon .pollee to en. norroneel Prolact.d are. of the I•ttic0. rafter•, bee... etc. P•r I.C.B.O. erlterl.. I1.- for 11 dat.11-r.fi,.nc... a•• SM•t II of 12 92- 19267 12-18-6224. war IO OF 12 100-8 3' SOx.OG9" 3' SQX.083' . 3"54X 125" 3' SQx-188' V) 100-C 3'SQ.X.125' 3'54.x.188" 3'44.x.25" 3lis"I88' 4 110.8 3'.$0X.083' 344.X.125' 3'SQx. 188' 3'SQ.X 188" 110-C 3'SQX 188' 3U25QX.188• 3'SOX 188" 312S4•X.25 J J I NOTE REFER TO SHT. 9 & 12 FOR CROSS-SECTIONS Q DETAIL CONNS. I TABLE FOOTNOTES: 1. CONCRETE SLAB (EXISTING OR NEW) COMPLET€LY SURROUNDS NEW FOOTING. _• C.DNERETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART Of THIS INSTALLATION. 40FIAA7 JAY® W. FON. w FOX ENGINEERING �M J JAMES M. FOX, STRUCTURAL ENGINEER 060 TELEGRAPH RD. DOWNEY. CALIFORNIA 90240 I �• • 0hµ E.,;.;. V �:- Ns•r5 Y:.X •.o �,� ..: dor 4g, 78'LL MAD-ED&FRIT_ LATTICE M COMMERCIAL STRUCTURES L.L• 20 L 30 PSF. WIND SPEED *EXPOSURE 100-S, 100-C, 110-8 d 110C TA13LE Y I IA' - G" I I8'-0 W/ SAB I NO SLAB INOSLAS IWI SLAB. INDS ASSEMBLY INSTRUCTIONS POR FASTENERS TO WOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN WOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE -LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD HOLES POR WOOD SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL RE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SHANK AND THAT RECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON WOOD SCREWS OR IN THE LEAP HOLES TO FACILITATE INSERTION AND TO, PREVENT DAMAGE TO THE WOOD SCREW. GENERAL NOTES AMD SDE[If I[ATIONS: 1 Alullnu. design and aims... • • Der the latest edition of the Uni /.r. 'eullding Code Ane the 1982 edition of the Aluanu. C...erueti.n 2. Alternate 'hi'l'l. alloys .sy be a,b,titut,d for those shosn. Drovidad they are registered Nlth the Atv.l... Association end h•ua aqua/ or graet•r yield and uIti..t. at .... the. I. All con -to shall hsua ..lnl.u. 2B day eo.Pr..aiu• .tr•ngen or x.000 I.e.l'.'Concret• Ale° .hall nava 3L• .lnl.u. lnlckn.ai Ana Mall ea In good condition. e. Aufootingd en•u °ear n nr., ..'caret un-eiaurb•e sou o c.riifl.d fill. O.alpn v.rllcal •oil b•arinp Draasur• • 1.000 D. S.i.r s. ALI-st••l ...bare .hall be not -010 o.I..hir.d or .I..t,.pI.t.1 and e. Aohfor. to A.S. T.R. A-445, G..d. C. t...... 1. tone a shall be 2024-T4. All other feat•ner. *hall be gal ... l.edt••1 or cad. /u. Plated. All bolt• .hall confor, to A.S.T.R. A-Io7 •nen•.• .!Weare cut Plate ...her.. Holes for bolts halt b. bolt die.•e•r plu. "TB• ...Foca.. 7.,,.E.pone ion bolt. shall be-.1itl K.ik Bolts KB II carbon tae/ o agual Par , I.C.B.O. E.R.Ro. 4627. All bolts shall he.• • .Ini... on. ret• .ego diet...• of B boll dl ... ter.. B. Each Installation .hall b... .. Identifying tag gl"Ing the now and .ed.ea. or th, onufectur•., design loads ane andlos•blll ty. B. All it pa't'h... to aaen oartle.. I, ln•t.11.tlo. eh.11 b. cir l.d. I.... Dr.lect, Dost 'pacing. footing detail, etc. l0. upon lattice Pati. 1 ear sh.11 hot b. ancl...e .lth enr ere. of .011e .aarlal, ane. en. d.agn load. n.ua only boon .pollee to en. norroneel Prolact.d are. of the I•ttic0. rafter•, bee... etc. P•r I.C.B.O. erlterl.. I1.- for 11 dat.11-r.fi,.nc... a•• SM•t II of 12 92- 19267 12-18-6224. war IO OF 12 3.0' 14 GA. STL X 8 CHANNEL 8.0' INSERT ASTM A36 SEE FOR II SEE 1-- FOR RAF 3004-H3G ALUMINUM BEAM/ HEADER W/CHANNEL INSE NOTE: FOR SIZE 6 NO OF FASTENERS / A.B.9� SEE CONNECTION TABLE FOR THE PARTICULAR PATIO COVER OR POOF STRUCTURE SELECTED. NOTE: EOR511E OF STIFFENER/WASHER PLAT 5EE POST. BASE CONNECTION TABLES. R-.05 THICKNESSES 3004 - H36 i ALUMINUM RAFTER NOTE: FOR SIZE OF STIFFENER/wASHER PLATE, SEE POST BASE CONNECTION TABLES. -2 7/ A_..__--�- I 8 '! •090'TNK. AS.T.M. A•44G, FY -40 K SI T BASE -BRACKET / STEEL SIZE d NO. OF FASTENERS / A.B', \ SEE CONNECTION TABLE FOR THE PARTICULAR PATIO COVER OR ROOF STRUCTURE SELECTED. 112.rt 2 -'NB SM.S: EA. SIDE R. ° 005' 20' 3.0' - 3.0' 024• Oat .024' 1.75' .0 32' TYR VSO -POST SIDE PLATE ( RAFTER I - 3004 - H36 EA. SIDE ALUMINUM POST W/SIDE PLATES 3 , G 112° 8"RAFTE0. RAFTER () 24'O.C. LZ 24' 0. C. W I WASHER PLATE 1/2' 112,; SEE'TABLE SHT 2 ,TCP. I TYP ALUM.ALLAY:' 1 . 60r.3 -Tr, OR I��N 3004 - H36 1 /BEAM/HEADER; I ALUM. ALIAY 6043-76 OR V4- ALUM.ALLOY GOGI-T6 n. 5 3e x 2' 2 14*z 212 6O 12 RP FORr SIZE & NO, OFFASTENERS / g l I . H�IRAI A.8? SEE CONNECTION TABLE 3 FOR TAE RARTICULAR PATO COVER OR ROOF STRUCTURE SELECTED. POST BASE FLANGE BRACKET/ AWN. S BRACKET i RAFTER./To BM/HDR. P 'fl L2'X 1V 11;A62r( L 6063 -T6 AL'U.OR I V2 X 1 Y2 X .040 3004-H3GALU4(L•3' jEA.SRDE. -- RAFTER \, \ a D RAFTER @ C 24`O.C. MAX. (3)-518'0 M.B. �4` 24° O:C.MAX 3.51 7' r p .. -I SIDE OF POST. /4 O 3.5" \ 1 -- 'NUN, S'MIN. �_li'�g1RAGKIET EACH RAFTER RAFTER ! 9 \ BEAM/HEADER TO EAMI&4410. _S' SHT-11 %411 528 SRS. 10 FOR ASSPJIRLY (2)-3'10 SMS. EA LEG TO RAFTER. INSTRUCTION FOR MOOD 1'O BEAM (Z-3IO SMS. . 24 MAXIMUM_ 24' MAXIMUM SEEO9 8. 10 SCREWS. EA. LEG TO'RAFTER. BRACKET b MINIMUM SMT.II F.' MINIMUM 2•-20X3°VAODSCRETMS LLL�20BE -FO�R.yZE NO OF FASTENERS/ 30 TSF. WINO S. SEI�CpNELTONTABLE ANO EXPOSIRES IOOC A 110 B B( IIOC ' FOR T?1E PARTICULAR PATO COVER 2) -t 14 X 2 3A7' WOOD SCREWS -OR ADOF STRUCTURE SELECTED. FOR SIZE & NO. OF FASTENERS/A.B°) SEE CONNECTION TABLE FOR THE \ ALL PARTICULAR PATIO COVER OR ROOF ER DESIGN LOADS. NBT : FOR512E OF BTIFFENER/wASNEB PLATE. SEE RAFTER TO BEAR CONNECTION TABLES. STRUCTURE SELECTED. WALL CONNECTION 13 RAFTER TO BEAWHEADER OONN. (14)_RAFTER TO BEAM/ HEADER CONN. 15 • 4P 14 SMS 21 '•QTc II w 4 SCREWS PER SIDE HPOST*UNIT BE SPLICE SHALL OCCUR DIRECTLY OVER AN INTERIOR POST NOT-FERMITTEDC 2- 3' y2 PLASTIC PLUG THRU BOLTS A4f.• WHERE SCREW IS ON REFER TO POST BASE STEEL POST INSIDE. II ' CONN. TABLE FOR THE TYPE 'OF STRUCTURE SELECTED 1 _ Tk 4'X 30X 0'•3' I Y2! . I EA.51DE( TOTAL) 7� , '- FIR70FEDED•TYPE, I 5� L.L. = 10 (3)-518'0 M.B. 5' 5° I 3.51 7' 0 .. -I SIDE OF POST. NOTE REFER TO.SM 2 FOR USE OF THIS CONN. 3.5" DBL. -ANGLE C0NKGHEAQER/PosT 12 IPgSQL R •.OS° I.5' AIB' 3004-H36 ALUMINUM 3'X 8'X-042'RAFTER J-3X3X51IGX0-3 EA SIDE OF RAFTER (2) TOTAL, ALUM ALLOY 6061 -T6 I,- 3'X 8'X.042' HEADER IBEAM W/CHANNEL INSERT NOTE: REFER TO SM. 10 MR USE OF THIS CONN. INGLE CONN. @ RAFTER/HEADER BEAM _ES : GRADE NX $'LONG 'THRU POST USE FOR FREESTANDING ONLY EMBEDDED POST STEEL L -7'X 4' X ?14' X O'-3' EA. SIDE I,2 -TOTAL) FOR LATTI CE -TYPE, SHL 1 I/2 SO. LATTICE L-7'X6'X716'XO'-3- 3°O.C. MINIMUM EA. SIDE l 2 -TOTAL) WI # 8 X' S.M.S FOR ROOFED-TYPH, .7 C'T EA. RAF-rER(TYP. ) 7' 2 --- I 3. RAFTER {- LATTICE 70 RAFTER CONN. I II/2" 4 .040"@60r.3 -T6 ALU A TYP .040'@ 3004-H36 /LLl SC,1M NOTED IN DETAILS W 0_rE @ CENTERLINE 1/2' MN. EDGE - LE, i TYP rFASTEMER,PER TCP. DETAIL 'MOR... I SEE VARIOUS DETAILS 4 W-21/S'OR 17/6'FOR 61/2'RAFTER B Fk W-31/8'OR 27/8 FOR 8' RAFTER. BRACKET -GENERAL 3'SQ COLl1FM. 1 2, ! POST BASE 07 $ O SHT. I I A3 - ` /•WISH GRADE 16' X 9' B.P. ( BASE PLATE DIM WELL COMPACI TO SAFETY STAKE E 3'SO. POST & FOOTING DBL. ANGLE IOST STEEL POST _REFER TO POST BASE CONN. TAB FOR THE TYPE STRUCTURE SELE CONN. x.042' Wn :R/BEAM SURFACES - DAB /�IAwEs w. t. ;A / -B. tail aoa 17 ST 00 AB SEE PO AT DETAIL'( FOR NOTSHOWN 2•! SEE FASTENER /A. I TABLES FOR THE •FLAN KET PER. B 2. PARTICULAR 81710 I 1 O 2 V2 R OR ROO SHEET. 6 .I I3" I I 6 SCREWS �CTURE SELECTED i 112 MIK G(2RAFTER(SIDE PLATE) I I I 4-314 OR G-414 2�'' I 1'MIN EACH SIDE` PER SIDE I S.M.S. EA. SIDE ' I I _ IV I I I I 7 VRRAFTER{SDE PLATE 3'SO:POST BETWEEN lI 2y` SIDE PLATES SMS. EA. SIDE 3'SO POST BETWEEN MID•NEIGHTB • 1 I • 7p , I I SIDE PLATES 2', 6°,n.•O ' faED MIC. BOT. NOTE: I y- I .I I -� 3) SHT 11 - 31x.o62'PL75., 1 O FOR SIZE6 NO.OF / v EA. SIDE ALUM. -T A.B., SEE CONNFLTON IA$.E' V4°6 BOLTS MAY BE USED 1 ALLOY "-T6 �"' CON FOOTING ry0y FOR THE PARTICULAR PATIO AS ALTERNRE TO* 14 Y SCL.,STEEL C0 I MN. ISA E, 5EE COVER OR ROOF STRUCTURE TABLES FORSIZE. p�ir� p�l� Ul�y-� pl�s�a.E�CTE�o.A� 4 BEAM / HEADER TO POST CONN. 20 BEAM / HEADER TO POST CONN. 21 EAM/HEADER TO POST CONN. 22 POST TO FOOTING CONN. 23 P067 W I- �'tiL�. FLANGE LXV Vf�C I /rTLlJlvl. 9 �"QO. ES. - •... 5.2092 IO•IS KX. CHANGED SHL M 7 70 I I No►Tm .wl® Na NON. .N.T° manor NETS 6 DETAIL CONN. '. ALIAUA-LATT/C EVALUATION NOTED NOLED FOX. ENGINEERING ..<�0naeo0 FOR;,:: REPORT,NO r. K.K. F, JAMES M. FOX. STRUCTURAL ENGINEER FA?� TYPE PATIO COV[LAT7TICE';'. U 5038 0000 YaLao0A0N AD. DO�MFY, CALIIORNIA •0110 OMN11ERCU1LFXbFSfRUCRJFES N:'t/IvtotN ST. HELIX+9-GA.(.150) - x 4'11 5AG'X I M)" SLOTTED HOLE 112 SIDE PLATESIDE PER -OST SCHED. B. 3 SNT. I I 3"SQ.X A24 POST i42 -414 SMS. EA.SIDE -{{-D�E,TTA,IIL O-OR �BO SHT. 11 2" I . SEE FSTENER/AH TABLE FOR THE PARTICULAR PATIO COVER OR ROOF STRUCTUIIE SELECTED TO SLAB 11OF12 L.L. = 10 (3)-518'0 M.B. 9. LN - 21z L.L.-20 830 I (3) - 112"A M.B. 3 X 114 ANGLE, EA. .. -I SIDE OF POST. NOTE REFER TO.SM 2 FOR USE OF THIS CONN. 3'50. POST DBL. -ANGLE C0NKGHEAQER/PosT 12 SURFACES - DAB /�IAwEs w. t. ;A / -B. tail aoa 17 ST 00 AB SEE PO AT DETAIL'( FOR NOTSHOWN 2•! SEE FASTENER /A. I TABLES FOR THE •FLAN KET PER. B 2. PARTICULAR 81710 I 1 O 2 V2 R OR ROO SHEET. 6 .I I3" I I 6 SCREWS �CTURE SELECTED i 112 MIK G(2RAFTER(SIDE PLATE) I I I 4-314 OR G-414 2�'' I 1'MIN EACH SIDE` PER SIDE I S.M.S. EA. SIDE ' I I _ IV I I I I 7 VRRAFTER{SDE PLATE 3'SO:POST BETWEEN lI 2y` SIDE PLATES SMS. EA. SIDE 3'SO POST BETWEEN MID•NEIGHTB • 1 I • 7p , I I SIDE PLATES 2', 6°,n.•O ' faED MIC. BOT. NOTE: I y- I .I I -� 3) SHT 11 - 31x.o62'PL75., 1 O FOR SIZE6 NO.OF / v EA. SIDE ALUM. -T A.B., SEE CONNFLTON IA$.E' V4°6 BOLTS MAY BE USED 1 ALLOY "-T6 �"' CON FOOTING ry0y FOR THE PARTICULAR PATIO AS ALTERNRE TO* 14 Y SCL.,STEEL C0 I MN. ISA E, 5EE COVER OR ROOF STRUCTURE TABLES FORSIZE. p�ir� p�l� Ul�y-� pl�s�a.E�CTE�o.A� 4 BEAM / HEADER TO POST CONN. 20 BEAM / HEADER TO POST CONN. 21 EAM/HEADER TO POST CONN. 22 POST TO FOOTING CONN. 23 P067 W I- �'tiL�. FLANGE LXV Vf�C I /rTLlJlvl. 9 �"QO. ES. - •... 5.2092 IO•IS KX. CHANGED SHL M 7 70 I I No►Tm .wl® Na NON. .N.T° manor NETS 6 DETAIL CONN. '. ALIAUA-LATT/C EVALUATION NOTED NOLED FOX. ENGINEERING ..<�0naeo0 FOR;,:: REPORT,NO r. K.K. F, JAMES M. FOX. STRUCTURAL ENGINEER FA?� TYPE PATIO COV[LAT7TICE';'. U 5038 0000 YaLao0A0N AD. DO�MFY, CALIIORNIA •0110 OMN11ERCU1LFXbFSfRUCRJFES N:'t/IvtotN ST. HELIX+9-GA.(.150) - x 4'11 5AG'X I M)" SLOTTED HOLE 112 SIDE PLATESIDE PER -OST SCHED. B. 3 SNT. I I 3"SQ.X A24 POST i42 -414 SMS. EA.SIDE -{{-D�E,TTA,IIL O-OR �BO SHT. 11 2" I . SEE FSTENER/AH TABLE FOR THE PARTICULAR PATIO COVER OR ROOF STRUCTUIIE SELECTED TO SLAB 11OF12 22' SEE SET. 10 FOR ASSEMBLY INSTRUCTIONS FOR WOOD AV 40' e, SEE I.GG' 25' b8" 6CREWF. INSTRUCTION FOR WOOD .THICKNESS Ii EXIST. WALL SCREWS. E PANEL IN TABLE; SHT.GOF I 3p" I I , I .55' 07B, FOR FASTENER SIZE & SPACING., SEE SCHEDULE q SHT120FI2 30' •i, 1,75° I 1 .90' 2.5' /l6) -MIO SKS EQUALY SPACED E%I DRAFTE1iSH 2410(. 15'TYR .I .50' I I - U9' ;111.0 S.M.S THRU PANEL LOCKS 8 AT FJL CONTACT1300633 1.50° .YON PASTHNER SZZB A 6PACING, I MAX SBB-SWHDULE 10,. SEl. 12 OP 12. NOTC 22' 25'R-z.R00F�4A'4 PANEL-1� TECO CUP ._-___.___.-_. ____-EXIST..2X IA HANGER 7JSHT12 -__..___.24.0' _-_.._.___. .__.._...-. _ .- 200•2_1BQ4RD. MI L' MAX. MAX AIJOWABLE PROJECTI�10 S.M.S./S EA. TACT. EXIST. EAVE OVERHANG SEE SCHED 1 5HT. 2 OF 12 14+1 MATERIAL, 3004-H3G. ALUMINUM CONTINUOUS SPEED RAILURS PER DETAIL L 7 SHL 12 (WHERE OCCURS) \ +O GOG3-TG ALUM. 24" ROOF PANEL I "J" RAIL. ATTACHMENT(5 EXISTING EAVE ATTACHMENT 6 '11/32• 21/32' IL25 81 15/32' I 2qW. .208' .031' .025"R J25 4FULL R �i0A25 R.812625' 4IS'7 IG('4' 2-OS .208 JGG r FULL R 1.f50' .050' (•1046 )1�.I' FULL R 13,.° 28' 7 332' ' LG251 7 T- .125° ' 41' I _ 4B3' FASTERS DIRECTLY I". THICKN S SEE n 3A6r - ATO WALILAASC�SE�' A 208• PANELE ABLE SHT.GOF 12 3.562 - ,pG2" .500° DETAIL 5 OR G I _ Y- rA 2 x 3.737 +.p10'x 90' MATERIAL: 3004- H 30 ALUMINUM 12"X 3'I W PANEL 2 T.t b5' ! R•.141' R•.117° ( i 135'1I�- 1 ,5• (180') R".I I 1.12 R^ .141' •I THICKNESS,SEE PANEL 145' c 117' ) 3.5.' IN TABLE, SHT G OF 12 I � I 3Cl 1. 51 fili ' 2.0' 1.3' AMTERVL: 3004- H 3G ALUMINUM 12" X 31/2' W PANEL G" X 2" FLAT PANEL .C.BO• E.S. NALUATION DEPORT NO. 5036 1062 {- 1.062' _{.._ I .OIO"RX.010'DEEP G2' I 4237' LOG2" 2J:25' 250' ; L062•� 2.750' EASCO ALUM. _,050° 750• I.0. t 3) -0621 DIO"R XDIO'DEEP ,'jL I I-1 3' EASCO ALUM. fFAG2f2) 4237 r-- -- I� . (2) R -D50' 7 .625' I I LD ( 3) ILII' REF I L25' I b25' 130` i /1500. 1 �5+ �- --- - •051„1 .Of 2) R r151-0-EXPOSEDSURFACE X90 X 010 D P G2X I ,010'X90'DP .117' R .130' L 130•.124'R - / I 375 R i . F f 2) y;< 9O'X.010'DP.EXPOSED SURFACE - X1.500 •130" 1.500 '�' s� -J C37 S I 2.000' .010"DEEPX 90'- I .010* DEEP X.W REF. (TYR) - EXPOSED SURFACED- - J f TYR) " •Tyfs W. (0*' "J�. RAIL 3 "J� RAIL �C� HANGER 3 G" HANGER 2 V RAIL HANGER a RAIL • PROFILES ALUMINUM ALLOY GOG3-TG BEAM:SFI2CE SHALL OCCUR HANGER RAIL FASTENER TO FASCIA, 'WALL, (STUD MASONRY OR COI1C.) 4 SCREWS DUIECTLY'W AN INTERIOR gP14 5M5 AT X FASCIA . D T MASONRY OR PER .510E I ��.NO TPERMITTEDC 2- ,8. BIND W SIMPSON-A35 16" O.C. CONCRETE DESIGN L.L.= ---- r�7 _-_ PLASTIC PLUG 5. S' .S 3.5• 7• 0 _' 10 20 30 10 20 30 10 20 30 WHERE SREW IS ON I G12�RAFTER ISIIE PLATE) PLASTIC PLUG w & C-3/8 0 X 1 1/2 0 12 O.C. H- 3/8 0 x 2 1/2 @ 12 O.C. a'" D-7/16"Ox 1 1/2" @ 12" O.C. J- 1/d"0 x16"A.B.* 4-41140R G-014 I _' 10 20 30 10 20 30 10 20 30 WHERE SREW IS ON I G12�RAFTER ISIIE PLATE) EACH SIDE I EXISTING HAVE' 70 A C C E H I H J JK INSIDE. I RAFTER SIZE SPACING OVERHANG . 1d'-5" • 14 SMS EA SIDE IOP , I 90 SIDE PLATES I' I E H I H J J K MIDHEIGHT6`JBOT. I 100 C C C F H 1 .H• r NOTCHED 24"O.C. 2'=0" 31-9" ;•r��,�!!l�0,,..•--..-•..: 2^ X 6 -PULL OR 2d" O.0-' 2'-0" 17•_5" rmI ' 2"I % d"NOTCHEDLLI_ 3 r 110 D C I 6 K I I OZ DESCRIPTION DES CR . Ir' ATTACHED .SCHEDULE 10- 3 BEAM / HEADER 10 POST CONN: 8 BEAM / HEADER TO'POST CONN. 9 'w 4IU A -1/4"O x 1 1/2' @ 12 O.C. F=7.1x 2 1/2^ @ 16"O. C. 6"0 RATER *TAIL' IQ�_MAX RAFTER TAIL" c; r. RAFTER 'TAIL' 25%OF POST a I- P3 B -3/8"O x 1 1/2" @ 16" O.C. G -7/16"O x 2 1/2" @ 12"O.C. w & C-3/8 0 X 1 1/2 0 12 O.C. H- 3/8 0 x 2 1/2 @ 12 O.C. a'" D-7/16"Ox 1 1/2" @ 12" O.C. J- 1/d"0 x16"A.B.* 4-41140R G-014 I PER SIDE I , 612 RAFTER(SIDE PLATE) I y E -3/B"0 x 2 1/2" @ 16-'.O. C. R- 1/4"0 x 1 1/8" @ 12"A.B.! HILTI RB - I SAI.S EA. SIDE I G12�RAFTER ISIIE PLATE) EACH SIDE I EXISTING HAVE' EA. SIDE.I I EXISTING RAFTER ALLOW 3'SQ.FOST BETWEEN I RAFTER SIZE SPACING OVERHANG . 1d'-5" • 14 SMS EA SIDE IOP , I 3'S0 POST BETWEEN i SIDE PLATES SIDE PLATES I' I . X _ PULL OR 16^ 21-0 '81_5 MIDHEIGHT6`JBOT. Il ` NOTCHED 24"O.C. 2'=0" 31-9" ;•r��,�!!l�0,,..•--..-•..: 2^ X 6 -PULL OR 2d" O.0-' 2'-0" 17•_5" rmI ' 2"I % d"NOTCHEDLLI_ 3 r 2" X 8" PULL 24" O.C..2'-0" 23"-1^ � Ir' ATTACHED .SCHEDULE 10- 3 BEAM / HEADER 10 POST CONN: 8 BEAM / HEADER TO'POST CONN. 9 160E W RATER *TAIL' IQ�_MAX RAFTER TAIL" c; r. RAFTER 'TAIL' 25%OF POST FACE OF 3"56 POST OVERHANG R 1 x �� :••",r SPACING, MAX. OVERHANG 2" 1' . 1-0" y �i 0. 0. J W q SM.S. AT 12'QC. 12P10 SMS, EA SIDE (4 -TATA ,,/ °N rfssA��+ °'w��: .� 121010 SM.S EASIDE, 4-MTAL # C SMS. o• �,.� Q212. OG ROOF RAN 1 4^ ROOF PANEL' _ 11 10 S.M.S. 1 �� 1 -- 12.0.0. q' G 1/2. _ G 12. G' AT PAN q� 6 ' 1214!TOTALiDE I I ) N11d.BRBOTTOAcKET % " I I` 5"ROLLfOi6 SCE FASCIA G I/2X2'X 024' ALUM. BRAOQ7X #10 SMS TOP S, BOTTOM 12 -TOTAL) . G If 25(2)(.024' A.M. BRACKET I RAFTER °J G V2 X 2'X .024' RAFTER +. w) o x uz s Ms. 8 .12 �- s 10 X V2 SACS TOP & BOTTOM. SM l2 5 1>aLFORAED Gl1TIE 10 X 12 S.M.S. TOP 8. BOTTOM ( 2- TOTAL) 4 RAFTER "TAIL" AT SIDES I I RAFTER °TAIL" AT FRONT RAFTER'TAIL"1N/G"X 2"FLA` PANEL 13 .•.. 7-2-92 1015 K.K. CHANGED SMT. • 8 W 12 FOX ENGINEERING n..2N0 Aum .aX. "�" COMPONENTS a DETAIL dL.UNtI-�arncE'PanO' COVER •nR ..s92•n?R7 -- NOTED rAtl: man. /yy�� CONN. FOR K E JAMES M. FOX. STRUCTURAL ENGINEER • '. /ALLEY U M COMPAIW' ROOFED TYPE -PATIO COVERS �;3 ,,M, UNC ST. ..(602)278-6224 _120F 12 ADA2 TELODRAPH RD. DOWNEY. CALIFORNIA 90240 RESIDENCE N ao H( ERNAW (yNpSLG aG` •�p.yOp a°5 8'O'MAX. POST HEIGHT t OR MINIMUM LENGTH OF LATTICE PATIO COVER SEE TABLE A, MINIMUM NUMBER OF POSTS. ATTACHED LATTICE PATIO COVERS ( WIND SPEED = 70 B 90 MPH.) TABLE A MAXIMUM POST SPACING a FOOTING SIZE WIND= 10/15PSF UPLIFT =10/15 PSF PROJECTION , RAFTER 3" X .8' X .042" BEAM/ HEADER 3" X 8' X.042°+ CHANNEL; INSERT BEAM/HEADER SIZE POST FOOTING MINIMUM NUMBER CF POSTS POST FOOTING MINIMUM NUMBER OF POSTS 24' MAXIMUM ' SPACING SIZE POST TYPE 70p. POST TYPE p0 SPACING. SIZE TYPE TYPE OVERHANG 24O.C. ON sLA6 FoorL M. 90 J 2 3 4 112 3 .4 oNsLAB R]OTG MPH90 I 2 3 4 I 2 3 4 ER BEAM/HZ21 ®'�'INCLUDES POST CONTION NO. OF SCREWS 70 MRR 90 MPR ATTACHED C - L.L.-IO, 20 & 30 PSF PATIO OER W/24' MAX.O.13"-W. WIND SPEED c 70 a 90 MP 10-0" ZGLtxO24' 13- 5"737-7 19 21 2 2 - - 4 12 - - 10-10' 30'=1 I 24 28 .2 2 - - 4 2 - - 8 .,...NOTED I I _' O" 2'x G'2 24" 12 -10" 12'• IOn 19 21 2 2 - - 4 3 3 2 10--1" 29'- 9° 25 28 2 2 - - 4 3 3 2 11 .. K.K 12=0" 2°x6 'x.024' 12'-G" 12'-G' 1 19 22 2 2 - - 4' 3 3 2 • 9=5" 29'-0' 25 29. 2 2 -- - 4 3 3 2 11 B 13'-0" 2'xGIix.024 12'-1' 12'-I' 19 '22 2 2 - - 4 3 3 2 8'-10' 28'-1' 25 29 2 2 4 3 3 2 11 __ 0 14'-2NG�Zx.024",II'-9' 11 -9' 20 22 3 2- 5 3 3 2 8'-4' 27'-7' 2G 29 3 2 5 3 3 2 11 15'-0 2'x G'z'x032" 11'- 4" 11'-4' 20 22 3 2-- 5 3 3 2 7=.10' 2G'-8' 2 G 30 3 2-- 5 3 3 2 11 11 LL 0 25 10' 26 30 3 2 - - 5 3 3 2 •6'-0' 2'xGlZx.032' 11'-0'. 1 1'- I' 20 23 . 3 2 - - 5 3 3 2LG'- D 11 17'-0' 2'AG1!x032 10-5' 10'-10' 20 23 3 2-- 5 3 3 2 25'-3' 2G 30 3 2-- 5 3 3 2 11 18 -0' 2'x G 'x.032 .g' IO 10' 6' . 20 23 3 2 - - 6 4 4 2 24'-7' 2 7 30 3 2 - - 6 4 4 2 1111 'I 19'-0' 2kGlzx 9-5" 10'-4' 20 23 3 2 - - 6 4 4 3 24'-2' 27 31 3 2 - - G 4 4 3 n 11 -i 2 =0' 2'xG(ix .9'-0' 10'-1' 20 23 3 2 - - G 4 4 3 23'-7' 27 31 3 2 - - G 4 4 -3 8 8 • • m0©©000©ovm NOTE: iV' NO CRACKS WITHIN 2=G' i I (, OF Posrs SHALL BE �N _z a 12 PERMITTED. POST y�yr (�. �- ^ NOTE: THIS OPEN LATTICE -TYPE STRUCTURE NAV' NOT BE ENCLOSER. SHALL BE SET BACK A FOOTING WHERE OCCURS, tpe - 0 13'. MINIMUM OF 4' FROM SEE TABLE A ,Y N EDGE OF SLAB. 11, 14 OPEN. LATTICE -TYPE PA110 COVER J 15' L 20'-0' MAXIMUM .. . - j_ SCALE: • 16 � PROJECTION I f�:24'MAX. I OVERHANG LATTICE BEAM /HEADER 20 g'_O" 21 MAX. POST HEIGHT EXISTING SHT•II POST W/SIDEPLATES 1 RESIDENCE 3"SQ X.024"AT SLAB & 3"SOX D46 AT FOOTING, FOR SIDE PLATES, SEE . POST TYPES, & DETAIL sHr 11 O SH.11 I I \ 3 4'7HICK • CONG SLAB, OPTIONAL i CROSS - SECTION SCALE: CENERAL NOTES AND SPECIFICATIONS: I. A" '",. design and 11,..... Ar. Der cn• latest edition or the Unlfor. Bullel.g Code and the 1BB2 .aiti_ of end Atvmin.. Co.seruction i. nic.m.t..1-LA,. eller. may be substituted for those eh.rn, prodded they a r,giaterld rite the Alu°lou. Association and nave equal or gr.ator yield ane "It loot• at, ngth.. 3. All concrete shall neo• A .lnlmuo 2B ear e..Dr•retw strength or .2./01 p•a.t. Co.crat..too .hall ha.• 31' minimum thick.... ane anal! b. I. geed onditlon. A. All fooilrtgs shell beer n firm, natural un-dlatud am 11 or •rtlfled fill. Daslg. P•rtic•1 . ll be.rI.v pr•aaur• -70.0 o.s.F. s, nil steal .smear. ansa be hot ..luanlrad or •lectrapl,t;d and of or° to A.S.T.N. A-AaB, Crada C. 0: Aluminum fastener, ah•tI be 2020 -TA. All other f.sten•rs shall be g•lw.lred steel or cadmium plated. All bolt. hall cantor. to A.S. T.N. R-007 area neve standard cue Dtat• raanere. HAL Am rap bolt, halt b• bolt el...tar at.. t/IB' .aNl.u.. T. Espen!.. bol to .hall be N,I tl K.lk Bolt. KB II terbcA steal or •quel Par ' -'C .9.0. E.N.No. A.... All bolt° •hall hove AL I... e.ne INt• d.. dl.I.n.. of D bolt dl........ S. Each Instal lotion one 11 bear on Identifying tag giving the n,.• and .dd-a. of the .an.f...r.r d..Lgn loads and .c I ... billty. 0. Ail -It... p t.ining t• .ch particular Ina t,liation anal) be clrel•d'. 1.•.. Dro J•et, pod! apecl.g. footing data! I. etc. t1. OD.n 1•tcic. podia baser ensu at b. •octan.. rleh an, dupe of sous oaten,!, end the design load. haw only been applied to the norront.l Pro3.ct.a era. .f the lattit., rafter., b..... act. per I.C.B.O. criteria. IT. ,For 11 detail r.f•,.n.... ... Sheat II of 12 NOTE: POSTS MAY BE'ATTACHED TO ODNC. SLAB SAFETY STAKE, ABESCO EARTH ANCHOR,.OR CONC. FOOTING. LD .3'SQ. POST + (2) - 2'x G4/2' X.o24'W/(8)•N 14 SMS' ® 31 SOL. POST 4(2)-2'xG 1/2' X,032`W/(S)-v14 SMS. © 3- SOL POST +(2) 2.X G1/2! X024' W((12)-014 S.M.S. ® 3'SQ POST+(2) - 2'X G 1/2. X,032' W/ (12)=•14 S.M.S. NOTE: OAST TTPES r1I 0(SI E 'FOR S� COI)R)TION.x0(OST ANTYPESUSE h2 AND 'OI ARE USED FOR FOOTING CaxD+ x. -t - 9'- 10'• 11= N I2� CL 1 3' a 14- 15' --W 4- 15 Ria • • �I�©ii�l�l�ii�l�l�lfi�l�l�©©�I�©©I�I��I� -_ s 12 wz I ad;;� � FOX ENGINEERING rAlb(NN)an•ama JAMES M. FOX. STRUCTURAL ENGINEER $040 TaLIGRAFH No. DOWNNY. CALIFORNIA $0240 Je"�'L FO' ""' ATTACHED C - L.L.-IO, 20 & 30 PSF PATIO OER W/24' MAX.O.13"-W. WIND SPEED c 70 a 90 MP ALUM LATTICEPA O COVER (AS Ass Y) VALLEY ALUMINUM COMPANY LINCOLN ST. (6021278 6224. M&HMS2 17287 .,...NOTED •Ram I OF 12 .. K.K ��mm©©ovo©oa��m®©©000©vo�mt • • m0©©000©ovm • • mm©©avo©vas® KAr' Ir K TABLE B FASTENER/ ANCHOR BOLT CONNECTION TABLE C 1 SPACING 18' O.C. 20" O.C. 22' O.C. RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION .024' .024" 024" WIND SPEED =70MP)-i WIND SPEED =90 1 WIND SPEED=70 MPH WIND SPEED=90 MPR 4 024' 024° A24" o RAFTER TO BEAM RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. .024' .024' 024.° .024'' :024 " .024 " 14 (2)-#10.LE SMS. ( 2)•010 S.NS EA. LE) SMS. (A. LEG 5M 20 21 �I 02 ❑1 20 EA LEG EA. LEG EA. LEG EA. LEG 024' 024 ° A32" II (4 -TOTAL) ( 4 -TOTAL) (4 -TOTAL) (4 -TOTAL) f .032, ..032' A32" O (2 �oF S. (4).-#10 SM () 10 S lel ulo sMs .032' .032 " .032' . IS RAFTER . RAFTER 032' 032 040 " SHT I1 (4 -TOTAL) (4 -TOTAL) - POST BASE CONNECTION .032' .040' 040' WIND SPEED -70 MP.H WIND.SPEED •90 MFH. WIND SPEED^70 MPH. WIND SPEED- 90 MPH. N.SLAB ON FTG. ON SLAB ON FTG. ON SLAB: ON FTG. ONSLAB ON FTG. "ffil 7(2)'41OSMS (2)-•12SMS (2)-012 SMS 2)-014 SMS 1-010 SIAS 2)•012 SMS. OR TEKS OR TEKS OR TEKS OR TEKS OR TEKS-EA. OR TEKS. EACH .024' .024" .024.' O EA. D4070T) EA:SIDPOST (4 -TF �(4 T�07, EElSD OF 17 SIDEOFPOST. SID( F POST. .02411 .024' .024." O E POSTE• b C E 'D-I/2"OX G• 3/8'<A.B .O� 024" .024" .032" & C I)-vanox u-3Te�xz ' 1)-3/8"'X212'EMBED. ANCHOR O GALV W/r5b �° As 2 &EMBED. EMBED. EMBED. A BOLT WI 2 X 3 IS X L4'STL.GALV. X V4 Wll'SQ .032" .032' .032' SHT. II ANCHOR BOLT BOLI. BOLT ).0; IL.r WASHER PLT. X SHER PLT. WASHER PLT SHT. II WASHER PLT. A32' .032 " .032' (2)-010 SMS. SA$ (2)-• 12 SMS (2)-w 14 SMS .032'• .032" .040" OR TEKS OR TEKS OR TEKS. OR TEKS. EA. SIDE OF EA. SIDE OF EA.SIDE OF EA. SIDE OF .040 .040" .040" POST a TOT) FOST (4-TDT.) POST (4-70T) POST (4 -TOT.) b (z)-bk2•. 1z, .3.g�exz'2' (2)�- _3g�,ax21z° cv 3e zz'z" e 24 EMS EMBED NIC ELIBED.ANC EMBED• .° SHT.11 BOLTW/I ox BOLT W11$Q.W BOLLT WI I -SQ. BOLT WI I'SQ.WI UCSTL.GALV. V4%TL.GALV. V4"STL. GA LV 1/$'STL. GALV. WASHER PIT. WASHER 0.T. HER PLT. WASHER PLT z1. INC, INC, TABLE FOOTNOTES: n �1A4 't• �` r-70ST-RRT-ST ON CON '.TE BLAB, 5°FETT STINE OR ASESCO ANCHOR.. t y 2. PORT T1PE5 9L1 ANO ��JJ1 NPY BE USED A OHCRE��SL AB, SAFETY STAKE OR ABESCO 'NC110r1. POST TYPES IZI PND 101 SHALL BE USED AT FOOTINGS. SEE POST TYPE SCHEDULE, HIS SREET.. + Id'W 3. TOTAL NININDN NDNBCfl Oi�O SNEEUTAL'SCRE.1 PER POST TO BEAN EGON U CONNECT I.. FOR DETAILS 2 .AHD 21 h0y j9a / Jr. if IC -110. E.S. EVALUATION REPORT NO, S- 038 -_ s 12 wz I ad;;� � FOX ENGINEERING rAlb(NN)an•ama JAMES M. FOX. STRUCTURAL ENGINEER $040 TaLIGRAFH No. DOWNNY. CALIFORNIA $0240 Je"�'L FO' ""' ATTACHED C - L.L.-IO, 20 & 30 PSF PATIO OER W/24' MAX.O.13"-W. WIND SPEED c 70 a 90 MP ALUM LATTICEPA O COVER (AS Ass Y) VALLEY ALUMINUM COMPANY LINCOLN ST. (6021278 6224. M&HMS2 17287 .,...NOTED •Ram I OF 12 .. K.K ��mm©©ovo©oa��m®©©000©vo�mt KAr' Ir K TABLE B FASTENER/ ANCHOR BOLT CONNECTION TABLE C 1 SPACING 18' O.C. 20" O.C. 22' O.C. RAFTER TO BEAM CONNECTION J BEAM TO POST CONNECTION .024' .024" 024" WIND SPEED =70MP)-i WIND SPEED =90 1 WIND SPEED=70 MPH WIND SPEED=90 MPR 4 024' 024° A24" o RAFTER TO BEAM RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. .024' .024' 024.° .024'' :024 " .024 " 14 (2)-#10.LE SMS. ( 2)•010 S.NS EA. LE) SMS. (A. LEG 5M 20 21 �I 02 ❑1 20 EA LEG EA. LEG EA. LEG EA. LEG 024' 024 ° A32" II (4 -TOTAL) ( 4 -TOTAL) (4 -TOTAL) (4 -TOTAL) f .032, ..032' A32" O (2 �oF S. (4).-#10 SM () 10 S lel ulo sMs .032' .032 " .032' . IS RAFTER . RAFTER 032' 032 040 " SHT I1 (4 -TOTAL) (4 -TOTAL) - POST BASE CONNECTION .032' .040' 040' WIND SPEED -70 MP.H WIND.SPEED •90 MFH. WIND SPEED^70 MPH. WIND SPEED- 90 MPH. N.SLAB ON FTG. ON SLAB ON FTG. ON SLAB: ON FTG. ONSLAB ON FTG. "ffil 7(2)'41OSMS (2)-•12SMS (2)-012 SMS 2)-014 SMS 1-010 SIAS 2)•012 SMS. OR TEKS OR TEKS OR TEKS OR TEKS OR TEKS-EA. OR TEKS. EACH .024' .024" .024.' O EA. D4070T) EA:SIDPOST (4 -TF �(4 T�07, EElSD OF 17 SIDEOFPOST. SID( F POST. .02411 .024' .024." O E POSTE• b C E 'D-I/2"OX G• 3/8'<A.B .O� 024" .024" .032" & C I)-vanox u-3Te�xz ' 1)-3/8"'X212'EMBED. ANCHOR O GALV W/r5b �° As 2 &EMBED. EMBED. EMBED. A BOLT WI 2 X 3 IS X L4'STL.GALV. X V4 Wll'SQ .032" .032' .032' SHT. II ANCHOR BOLT BOLI. BOLT ).0; IL.r WASHER PLT. X SHER PLT. WASHER PLT SHT. II WASHER PLT. A32' .032 " .032' (2)-010 SMS. SA$ (2)-• 12 SMS (2)-w 14 SMS .032'• .032" .040" OR TEKS OR TEKS OR TEKS. OR TEKS. EA. SIDE OF EA. SIDE OF EA.SIDE OF EA. SIDE OF .040 .040" .040" POST a TOT) FOST (4-TDT.) POST (4-70T) POST (4 -TOT.) b (z)-bk2•. 1z, .3.g�exz'2' (2)�- _3g�,ax21z° cv 3e zz'z" e 24 EMS EMBED NIC ELIBED.ANC EMBED• .° SHT.11 BOLTW/I ox BOLT W11$Q.W BOLLT WI I -SQ. BOLT WI I'SQ.WI UCSTL.GALV. V4%TL.GALV. V4"STL. GA LV 1/$'STL. GALV. WASHER PIT. WASHER 0.T. HER PLT. WASHER PLT z1. INC, INC, TABLE FOOTNOTES: n �1A4 't• �` r-70ST-RRT-ST ON CON '.TE BLAB, 5°FETT STINE OR ASESCO ANCHOR.. t y 2. PORT T1PE5 9L1 ANO ��JJ1 NPY BE USED A OHCRE��SL AB, SAFETY STAKE OR ABESCO 'NC110r1. POST TYPES IZI PND 101 SHALL BE USED AT FOOTINGS. SEE POST TYPE SCHEDULE, HIS SREET.. + Id'W 3. TOTAL NININDN NDNBCfl Oi�O SNEEUTAL'SCRE.1 PER POST TO BEAN EGON U CONNECT I.. FOR DETAILS 2 .AHD 21 h0y j9a / Jr. if IC -110. E.S. EVALUATION REPORT NO, S- 038 -_ s 12 wz I ad;;� � FOX ENGINEERING rAlb(NN)an•ama JAMES M. FOX. STRUCTURAL ENGINEER $040 TaLIGRAFH No. DOWNNY. CALIFORNIA $0240 Je"�'L FO' ""' ATTACHED C - L.L.-IO, 20 & 30 PSF PATIO OER W/24' MAX.O.13"-W. WIND SPEED c 70 a 90 MP ALUM LATTICEPA O COVER (AS Ass Y) VALLEY ALUMINUM COMPANY LINCOLN ST. (6021278 6224. M&HMS2 17287 .,...NOTED •Ram I OF 12 .. K.K =--ATTACHED -LATTICE-.- _PATIO COVERS`-- -_ - (WIND SPEED = 100 & 110`M: PH.-) -_ _ . - raB1 E= A MAXIMUM POST SPACING 8. FOOTING SIZE WIND = 19 / 23 P,S.F UPLIFT 19 / 23 PS. F, BEAM HEADER PROJECTION INCLUDES RAFTER 3" X 8" X .042" BEAM / HEADER 3" X 8' X.0427+ CHANNEL INSERT BEAM HEADER TO SIZE POST FOOTING MINIMUM NUMBER OF POSTS POST FOOTING.. MINIMUM NUMBER OF POSTS POST CONNECTION 24 MAXIMUM 2402. SPACING SIZE POST TYPE POST TYPE 11 SPACING SIZE POST TYPE ZIPOSTTYPE NO. SCREWS OVERHANG -' _ -_-- -- ---.- -- --- - .� _ 11.-0.. ZXGU2-XD247 5•-9" 1 10'-0- 25 1 25 6 1 4 13 1 2 81 4141 31 5'-9" 25-1" 33 33 1 6- 312 1 81 14 3 1 b /p 1b/ 12 121-01, 2'%.12x.032''5-5' 9'-8" 25 25 7 4 4 2 814 1 4 1 3 5-5' 22'-34 1 33 33 1 7- 4 1 21 8- 4 3 18/ 12 8/ 11 11I --o.. 2i(612-xo3z° 5'-1' 9L4' 25 25 7. 4 4 3 9 5 5 3 _ 5'-1"' . 21'-7' 33 33 7 - 413 19 - 5 3 18 / 12 / IP 14!- 0' Z'x6I12'X.032 4'-9' 9'-1" 2G 2G 8 4 4 3 9 5 5 3 49" 20'-I I' 34 34 8- 413 9- 5 3 6/ 1 Lu 15'- 0" 2'xG12'X D40' 4'-G" 8'-10' 26 26 8 4 4 3 10 5 5 3 4'-G' 20=4" 34 34 8 - 413 10 - 5 - 8 / _ / _ 14 -0" eXGIIeX.040' 4'-3' 8'-7' 2G 2G 9 5 5 3 10 6 5 3 4' 3' 1'3tf 34 34 9 - 5 3 10 - 5 - 8 / _ 8 O 17'- 0' 2'XGll2'X,040 4'-0" 9-4' 2G 2G 9 5 5 3 111 G G 4 4=0" 1 19'-3' 35 35 5 - 5 9 II - 6 - / - 8 / - I '- 0' 3x85(.042• 3'-10" 8'-I" 26 2G 9 5 5 3 111. G G 4 31-10" 18'-9" 35 35 9 - 5 3 11 - G - 8 / -8 / - ' 191- 0" 3'X B -X .042" 3'- 8" 7'-11' 27 27 10 5 5 3 1121 G 6 14 3L 8" 18'-4' 1 35 35 10 - 5 3 12 - G - 8 / _ 8 / _ J 20'- 0" 3 X 8' x.042' 5- G" 7'4' 27 27 10 G 5 3 1121 7 7 14 3-' G" 17=11' 3 5 35 10 - 5 3 12 - 7 - 8 / - / - J ' 81- 0" 2 X 6112 X029 7=3' 10'-4' 1 23 23 5 3 3 2 6 1 3 3 2 7'-3" 22'-7" 30 30 5- 3 2 G- 3 2 8/ 12 8/ 9'- 0' z x6112 x.024. G'-0' 10-0" 24 24 6 3 3 2 714 4 2 G'-8" 21'-8' 30 30 G- 3 2 7- 4 2 8/ 1 8/ L` 10'- 0' 2'6112x.029 G'-3" G'-8' 24 24 6 3 3 2 .7 4 4 2 6=3' 20'-10" 31 31 G- 3 2 7- 4 2 8/ 12 8/ 11'- 0" 2 x6112 x.024 5'-9' 9L8" 25 25 6 4 3 2 8 4 4 3 5=9" 20'-1" 31 31 G- 3 2 8- 4 3 / 8/ I ' 0• 2x612 x.032 5' 5' 9' 4' 25 25 7 4 3 2 8 4 4 3 5L 5" 151 5" 32 32 7 - 4 2 8 - 4 3 / 8/ 12 CV 13'- 0" 2X61/2X032 6-1 5'-0' 25 25 7 4 4 3 9 5 5 3 S -I 18'-9" 32 32 7- 1413 9- 5 3 / 1 / 14'-0' 2X6112 x.032 4'-9 8'-9' 25 25 B 4 4 3 9 5 5 3 4'-9' 183" 32 32 8- 4 3 9- 5 3 8/ 8/ 12 1 J 15-01 z x G lid x.040 4'-G' 8'-G' 2G 2G 8 4 4 3 10 5 S 3 4' 6 -17-'8" 32 32 8 - 4 3 10 - 5 - / / 12 J I G'- 0' 2 XGU2 x.040 4'-3-1 9-3-1 2G 2G 9 5 5 3 10 G 5 3 4!-,3' 17' 3" 33 33 9 - 5 1 3 10 - 5 8.- 0' 2 X6112 X.024 7 3' 9- 0' 22 22 5 3 3 2 6 3 3 2 7' 3" 18'' 28 28 3 2 6 3 3 2 8/ 8 8/ 8 , g. -O. 2XGUZX.024 GL8" 8'-8" 23 23 6 3 3 2 7 4 4 2 G'-8' 18'-0' 29 29 6 3 3 2 7 4 4 2 8 /. A 8 10--o' 2XGI12X.032 G=2' 8'-4' 23 23 6 3 3 2 7 4 4 2 G'-2" 17=4' 29 29 6 3 3 2 7 4 4 2 / 8 Qom-• 11,_01 2xG112x.03z 5-9" 8'-0' 23 23 6 4 3 2 8 4 4 3 5-9" 16'-8' 29 29 6 4 3 2 8 4 4 3 8/ g 8/ O FNn� p 12'-0" 2X6112 X032 64" 7'-9' 23 23 7 4 3 2 8 4 14 31 5'-4" 1 16'-I' 30 30 7 4 141 2 8 414 3 8/ 9 8 /�`%� 13'- 0" 2xG112X040 5L0' 7'--G" 24 24 7 4 4 3 9 5 5 3 510" I5-7" 30 30 7 - 4 3 9 - 5 3 8 / / 12 -°J' 14'- 0" 2 XG112 X040 4'-9 7'-3' 24 24 8 4 4 3 9 5 5 3 4'-8' 15' 1' 30 30 8 - 4 3 3 - 5 3 8 / 8 / c.s .a. _J Nr�•O/� so. roi 2' x G I/2 & 3 x 8 RAFTER TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C 6 THICKNESS 81 SPACING PROJECTION 18"O.C. 20' O.C. 22"O.C. _j RAFTER TO BEAM CONNECTION _J BEAM TO POST CONNECTION <+� 8'-0' .024" .024" .024' WIND SPEED=IOOMPHWIND SPEED-IIOMP.H. WINDSPEED - IOOMPRWINDSPEED-IIOMPH. 91-10" 024" 024' 024" Lu p RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB N FTG. 10'-0' 024" 024" 032i1 (2)- IF 10 S.M.S. 0-4 14 S.M.S. (21-010 S.M.S. (2)-# 14 SMS. p y h�MW (j} 11'- O" .032" .032" •032" 14 EA. LEG W11 U2'X 118" EACH LEG W/1 V2oX U13- d 12'- 0" •032" .032' .032" SHT 11 (4 TOTAL) LEG.((4 0 EAR L1 (4 -TOTAL) LESGH,E4-MTAL 20 13 0° A32" - 032" 040" IS (2)-t10 SMS. (4)-412 SMS. M-* 14 SKtS. (4)-s 12 S M. 4 � 3'X8'%.040' �I 3'x6"'.040' (�J EA.SIDE OF wi l/8' x rSQ EA. SIDE OF W1 hBeX l'SQ. 21 W1 INSERT, SEE 11 T,SFE 14-01 .032' .040'' .040" RAFTER WASHER, EA. RAFTER WASHER, EA. FOOTNOTE 445 OTE 415 """'"'• SHT-11 ( 4 TOTAL) (4 -TOTAL) 1 5'-0' •040" •040 .040" L`°y J 16' 0' 040" 040' 042" WIND SPEED IOOMPH. WIND SPEED IID M.PR WINDSPEED IOOMP WIND SPEED IIOMP.H. +` •a2 T ;1• ON SLAB ON FTG ON SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. s'irvE�!((j{j� ANI) o ARE USED 'roR. COAOtTION:•�O8'i.tTrPEE..© OrG•�J (2)-N 12 SM 121-4 12 ;AND''j' #A[ USCD FDR fOdT IMO :. (2)-i 12 SMS l2)-R12SM. 'coROI 'N: �� " ,1 O OR TE16. OR TEKS. 17 OR TEKS-EA. OR TE S. EA. 8'_ 0" •024 .024 .032 EA. SIDE OF EA. SIDE OF SIDE OF POST SIDE OF �, ( 4 -TOTAL I (4-TOTALI PAST TYPES � n � POST(4-TOC) POST 14-707.1 9'- 0' •032 .032 032' � B � I$ 8' & CENTRAL NOTES AND SPECIFICATIONS: w,e N u 1)-31p V X I1-318 P X 318.0 A.B. 318'0 A.g�raA a 10'- O' •032 .032 .032" 212 EF7BED. 2V2'EMBED• GALV Wil -SO GALV.WII'SO. � 3'50. POST +(2)- 2'X.G-1/2' 1. Alu.inu. dealt. end at,ase.. . 1. Par the latest edetlon or the O.lfor. ANCHOR,BOLT ANCHOR BOLT SI(T II XU4 STLGAU( U4 SiL GALV X.024° W/(8)-# 14 SMS Ba Lldl.t Code and the 1962 ldltse. of the Alaal.u. co.ecr.rti,. p I I' 0' 032 .032 d40" SHr. 11 W13'%114• Wl3 %'U4' ATF WASHER R7. WASHER AJ z. Alto rn.te eivalnu. 91101• .er be •obseleutea to, rode• eno.n, Provided Ih 12,-0, .040 ' 122 . 3'$Q• POSTE (2) - 20 X r- 1/2". cher .r. ..al.t.r.d .stn the A1..1... A .... L.tio. end hale .e..l or •040 •040 21-014 S.MS. l2)-414 5.MS L.L�I L rl 4Ou 8 OR TEKS EA, OR TEKS. EA. 2)-EY�864 121-518 $M8 X.0326 W1 (8.)-1 I4• $ lc($• grasses dale had "hale.:. eer•nDen.. • I3' 0' A .040' -040' SIDE OF POST SIDE OF POST © i. Au.a..rra..s a nee. amt... I- der eo.preesl,• ,er..teh of be I. y e (4 -TOTAL> f4 -TOTAL) 2i3C0 8' (21-3146X8 P...l.,eo.eret: a.b .oath n•.e IS• elnleu. tnlckneei end an.hh D• In 'fg J 14' D' 040 .042 .042 CONC. EMBED CANS. EMBE0. 3°$(POST+(21 '2!'X"6'If2° 9009 onele9s" on " or g 6 A. BP A B 4 )'• A. Ahl footle .nett neer ore, 0" 632) n-etat.reed Boll ® (2)-518 •X4 (2)-518-X 4 X 024 W/(12)- 14 S►�S; atoned nu. Dela. aertlael sols n.ar1.P Pree•ar. •.1.000 P.S.r. J EMBm.A EMBE0.ANCHOR L.L-20 30 L.L. 20430 S. All steel ae.beee .hall be not -dip gal•e.ired or electroplated and BOLT .A 1/4 B BEDLAM/4 (2)-U�MY? 2)-B2'OM. B. �® .31 Sd POST+(2)-2'X:G1/2" eenfare co a.S.T.R. A -see, Grade C. STL. GALV. STL.. GALV. S{q 11 (21-3WOX 21-314'0 X 8' <X'.032° WI ( 12)-:414 -S.M.S. Bei�a�i:enreatanalr. `n• adaiu• 202A -Ta. All other harmers shell b. SM. II WASHER PLC WASHER R.T. CONS EMBED. CANC EMBED, o ce Plated. all bona en.ht ce.ror. co A.S.T.R. o30T end ne"• ete.derd r.t Plate -here. Nolas for bolts A. A.V shell be bolt dleaatar Dlue 1/1 B• .!.leu.. 7. E.p... L.. bolt. shell a. Nuel K.LA Bolt. NO 11 carbon steel o e... Pet• Oiec. . of a"cult E7. Alla bolt• shall b.w a .lnl.ue eoncret• PL ENC/Mrfy TABLE FOOTNOTES: 8. Each lnete11ec1on shalt bear an ldantlfytnt tet 91"1.9 the nee• ..d �'QIIST-R7(P--HF ON CON .':TE SLAB, SAFETY STAKE OR. ABE5CO ANCHOR 4.FOR 8'%D40'BEAM W/I USI( FOR S_ L. IO PSF IGS MAX. PEnJE ION' address of en:.enurhetur•r• design load, end •nelo•eblllty. •`�j' •JAMES M•• 2. 0057 TYPES �Lt AND l�3 NAY BE USED AT yONCREi�SL pB, SAFETY. USE 4 FOR L.L.=� P,SE 2 FOR LL--�O P.S.F., 12; MA)Z. PROJECTION; 4 Fqf e. All lege. P.reelnl.g ao .ern P•relaalar t.etslh•cso. snarl be reral.e, ,D% STAKE OR ABESCO ANCFTOR. POST TYPES I`Z'.FI AND FTPti'rj SHALL BE USED L.L.• PS.F. 14' MAX. , ' CTIONS AJ�OETAIL U?2 WI(2) 518°0 M.B. CH l.•...Peoleee, Peet •P•e1nt. foaelnt assail, ate. * o AT FOO71.NG5. SEE POST •TYPE SCHEDULE, HIS S T.. 10. DPen lattice pat Lo ...•. ,hall not be en,l.,.d .ltn any erne of solid •' " TO BEAM HEADER 4 POST• .at.n.h, ane the edam• hoes nes enlr bae..PPu OF to cn. norm. tel - 3. TOTAL NINIRUN NUMBER OF 10' SHEET ETAL SCREWS PER POST TO BEAN TO 37%B' 40'BEAM WI INSERTUSE OETAILQ6 SHEET 11 FOR POST BASE CONN. Project!" or.. of ane lattice, rafters, bases, ate. Per I.C.6.D. �j.• CONNECTION FOR OE TAILS .PND 21 & DETAIL 12 , SHEET II FOR POST I BEAM HEADER CONNFar criteria.11detail y01 11. or e11 deeell r•ferenc•e, s• sheet II of 12 LC.RQ E.S • - 10.15 92 •w 1•n JAttm .L Fo: s e,e K •NOTE FOX ENGINEERING °'' }D0D PTT IO COVER ALUMA'-LATTICE PATIO COVER ,OnNa9z -n2 e� EVALUATION F"'b R'r•'D0' PATIO DOVER W124"MAX. O.H. rAs AEG erl REPORT NO. ---K%• E JAMES M. FOX, STRUCTURAL ENGINEER L.L.-10; 20 a 30 P.SF VALLEY ALUMINUM COMPANY 5038 0060 TELEGRAPH RD. DOWNEY. CALIFORNIA 99240 WIND SPEED- IOOa IID MPH. '3602'W LINCOLN ST.' (6021278-6224 2 OF 12 eNREr I NOTE: NO. CRACKS WITHIN 2'6'OF POSTS SHALL BE OF POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF SLAB EXIE RES GO--. OF Q S� Z� Tied i6no is t:. CONCRETE. SLAB 4iIeTIN6 OR NEW) COMPLETELY SURROUNDS NEW FDOT/1NC. 2. CONCRETC SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTEO`AS PART OF TNIS INSTALLATION.• S. POST !ICE (1) I. 50. A .082• (2 3• S0.. S0. A A .O.188BI• (s a• soA • I• nes• (• 8'-7.6 100"MAX. POST HEIGHT NOTE; THIS OPEN LATTICE-T11E STRUCTURE MAY NOT BE ENCLOSED. OPEN LATTICE TYPE PATIO COVER CROSS-SECTION OCNERAL NOTES AND SPECIFICATIONS: 1.• delta, elta, end etr•eA.s a • ver t.sc •d Itt.n of the Untfg B.ltdtht Code ane the 1882 .•lheido, 'letthe the AIN.inua .Construction 2. eiu.l. i.m•. • registered ed ,th ..r D• ..bec[wt.a for tno old h... ProvlmI tn.r • r.at.ana din en. uual.u. Assoc [.lion .na n... •vu•1 or areae.. Yt•la ane .[sleet• .tr.nptha. 3. lilt co ..t• .n.0 he... elnt.w 2B oar ewPt...l.. stranven er 2,000 'p.a.t.ntgn r.e• stab shall n•ua 34• .IlL... enleNna...na en.0 D• to pone cenali1"' a. All reottnps .hell b..r on ftro, ,ouzel un-/at.rb•a a tt or .rtlrled fill. D•.lpn v..cicsl .oI1 b..rinp Dr....r. 1,oao "Desai. S. Ait steel -bet, .hall be hot -dip galvanized or e1•etr.Ptet•e ane 6, nlnror. to A.s.r.M. A -••e, teed• c. wln.. f•e"heIa .hall. to 2020 -TA. A1[ gthe, fast•... • hall D• g.l..l..e .,..I r ad. I. Plated. All bolts .hall c..f... to A.s.i.M. A-307 a,dth... •t•,dare gut Plat•.ea.h.ra. Nolas f.r bolt. .hall b. Dolt al..•t.r Plus 1/1ee ... t.... T. E•pan.IPn bolt..hall be Htul Net. Dolt. Ae n carbo„ t..t o •goat °a, eC-8 c.• EfNBNo. e27.. All Dolts •hot l noel . .tnl.u. eb .. to B. Each instal Ltlon hall Dear, an 10•ntifrin9 tap pl.lnp the nae. and sear... of the .h�nctur.n dealt. load. and •nclosabllity. e. Au u... D•ttainthp to each perllc.I•r 1,•alt.t/.h .hall be circle. I e.Deo J•et, poet •D•clnp, /ogtlnp .•tall, ate. 10. 0;..,l .tttp• p•cl. cover shalt not be e,elo..a .lcn . r type or sopa ..e•rl•l. end the ...tan toads ha.• all, D••n avvl[.a eo en. nor:one.t ProJ.ee•a sr.. of tn. lattice, raft.re, baa... etc. p., I. C.D.O. cart s.la. 11. For alt ..all r.r•r•nns, ..• sheet 11 of 12 ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 70 9 90 M.PH.) TABLE A a RAFTER TO [SEAM CONNECTION WIND SPEED.- 100 M.PH. UJ MAXIMUM POSTSPACING & FOOTING SIZE,WIND = 10/1.5, UPLIFT= 10 /15 WIND SPEEO-90 Z WIND SPEED za WIND SPEED. - 110 MPH w W 3' X 8' X .042' BEAM / HEADER WITH CHANNEL INSERT TO RAFTER FOOTING SIZE �Ui N o W`g' w'�J woo UJ UJ X p y ¢ � L7 MAXIMUM POS HEIGHT & SIZE = y S JCC N O Cr < MAXIMUM POST HEIGHT = 8'-7' MAXIMUM POST HEIGHT _ 11= 00 z OL zQ ( 4 -TOTAL 1 WASH. RS EA. LEG 1 4 -TOTAL) g WIND = 70 M.P.H. WIND as 90 MPH WIND = 70 MPH WIND = 90 MPH. w p q - Cr ' S m% z)219 NO SLAB WI SLABNO SLAB I W! SLAB NO. SLAB*1 SLAB N0. SLAB .W/ SLAB m 17' 8" 3"X 8'XnAn' 1 197X' al_n" IG'_n' 9=9 nvl I1a"s.9'(I)9!C,"-u,D IQ'"P9 n9!4' ,.AI SY'a„9-9 x600) I S vJ 21'- 2' 3"X Er X 3"X 9X N 0 1 20'-7' 5 X 8'X .042' 1 14- -0 14'-9 -10' II' -4 FASTENER CONNECTION TABLE SEE BEAM 3"ll TO POST CONNECTION TABLE BELOW. #m TYPES AND AR[ USCG FOR. SIS CO TIO.. 9t :T TPEE O AND. ' 'AAE USED FOR :0 AND. COM01 N. POST TYPES 350. POST +(2)-2'XG•1/2' X.024' W/ (8)-# 14 SMS.:' Q 3' SO.. POST+ (2) - 2' x'G 1/2' X .032' � W I (8114 14 , SMS.. ©3 -SQ POST+(2) 2iX:bd/2' X 0 24' W/ (12)-• M S.MS: ®.34SOL POST+(2)- 2'X G172' X.032'. WI (12)=014 SALS: _j wN WIND SPEED = 70 MPH. LIVE LOAD - 20 LIVE LOAD - 30 LIMA BEAM TO POST CONNECTION a RAFTER TO [SEAM CONNECTION WIND SPEED.- 100 M.PH. UJ WIND SPE D=70 M.P.H. WIND SPEEO-90 M.PH. WIND SPEED - 100 M.P.H WIND SPEED. - 110 MPH 0 o TO RAFTER TO BEAM TO RAFTER 70 BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM 3" X 8" X ,042° BEAM / HEADER WITH 121-WIOS.M.S. EACH LEG (2)-#q SJA.S.W/1112'%V8' (2)-#IOSMSEA.LEG (21-512 SM.SWI 1112•X1 (2) -*12 SAI.&EA. LEG (2)-;P12S.MSEA.LEG(21-tt125N5.EA.LEG (21-0t12 SMS EA LEG SIZE ® ( 4 -TOTAL 1 WASH. RS EA. LEG 1 4 -TOTAL) MASHER R - EA. LEG. ( 4 -TOTAL I W1111rX 3"X IWWASH 14 -TOTAL) WII V2'X 3'X II$WASK WT ' S m% z)219 (4PLT.TOTAL) Fa (4 -TOTAL) MAXIMUM POST HEIGHT- 11=0' ( 4 -TOTAL 1 u 1 4 -TOTAL I I S (2)-4F 10.5. M.S.(2)-41 EACH SIDE OF RAFTER (4)-!t 10 S.M.S. IO SMS. (4)-# 12 SMS (4)-tP S.M.S. (41-4612 SMS (2)-x 12 SM.S. ('4)-N 12 S.M.S. 2 NO SLAB 2 W/ SLAB ' NO SLAB W/ SLAB (4 -TOTAL) EACH SIDE OF RAFTER. 14 --TOTAL) EA. SIDE OF RAFTER EA. SIDE OF RAFTER 12'-8' EA. SIDE OF RAFTER 16'-I I ° r a snx le'11) le'IDx z<aal> 2io°snxte' IB•a xz-c• SHL I 1 .. cL _ ( 4 - TOTAL) 14 -TOTAL) G'-0 ( 4 - TOTAL ) 2.1o'5QXIB'(1) 18'e X2W' 3'-o'SQXB•(2) 18'0x2 e' (21 3 eSnx le'121 1('ax z -a•( 3'-51.QX (3) la•+X3'-ai #m TYPES AND AR[ USCG FOR. SIS CO TIO.. 9t :T TPEE O AND. ' 'AAE USED FOR :0 AND. COM01 N. POST TYPES 350. POST +(2)-2'XG•1/2' X.024' W/ (8)-# 14 SMS.:' Q 3' SO.. POST+ (2) - 2' x'G 1/2' X .032' � W I (8114 14 , SMS.. ©3 -SQ POST+(2) 2iX:bd/2' X 0 24' W/ (12)-• M S.MS: ®.34SOL POST+(2)- 2'X G172' X.032'. WI (12)=014 SALS: _j wN WIND SPEED = 70 MPH. LIVE LOAD - 20 LIVE LOAD - 30 LIMA BEAM TO POST CONNECTION ATTACHED WIND SPEED = 90 MPH. WIND SPEED.- 100 M.PH. WIND SPEED -110 MPH. LIVE -LOAD -2D LIVE LOAD -30. LIVE LOAD- 20 LIVE LOAD= 30 LIVE-.L0AD=20 LIVELOAD=30 0 L9 MAXIMUM POST SPACING & FOOTING SIZE, WIND- 19/23 PS.F .UPLIFT- 30 PSF FOX 0 Ix (2)-518'OKa TO SM (2)-21P&M.B. TO POST a l2) 5190 M.B. TO BEAM 12) SWOM BTO POST 3" r FOR SIZES OF 3 50. POSTS SEE TABLE ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 SI 110' M.Pf . ) '. FOOTNOTES ABOVE. 0 L9 MAXIMUM POST SPACING & FOOTING SIZE, WIND- 19/23 PS.F .UPLIFT- 30 PSF FOX 0 Ix N a 3" X 8" X ,042° BEAM / HEADER WITH CHANNEL INSERT a N UJ n W> FOOTING SIZE UJ a v) Ix 2 z MAXIMUM POST HEIGHT & SIZE OfUJ o m% z)219 m,o Fa MAXIMUM POST HEIGHT- 8-7" MAXIMUM POST HEIGHT- 11=0' u - X L)ai WIND IOOM.PH. WIND - 110 M.PH. WIND= 100 M.PH. WIND =110 M.PH. z v 2 NO SLAB 2 W/ SLAB ' NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB LLI 17'8A 3"X YX D30' 12'-8' 5-0" 16'-I I ° r a snx le'11) le'IDx z<aal> 2io°snxte' IB•a xz-c• 2WSQXIe' le 0 x 2-e' ST;Txle I" x2' -p• cL 21' 2" 3"X8'XD311" 15'-2' G'-0 15-G', 2.1o'5QXIB'(1) 18'e X2W' 3'-o'SQXB•(2) 18'0x2 e' (21 3 eSnx le'121 1('ax z -a•( 3'-51.QX (3) la•+X3'-ai 0 24'-9 3' X 8 X 042' I7'-91 7'-0" 12'-5' 3.0' x8121 18'0 x 2'e' (z) 3LM.xe• (2) IgD x 2Lro• 1 3'-x 1eY21 IEfOX 3'-0• (z) V-T5Q.X9r 190 x 3'721• N J LL 14-8 3•X8"X,030' la- Go 4'-2' 15'=G '2'-G%axIe.(1IIBVX; 3'X8"X,036' 12'-7' 5-0' 14'-2 -8`SOXIe'1118VX r9i 20' 7 3X81%,042 14-9" 5'-10 I I'-4' 7-103ax1e'( le -0x J J 'X x 2'-1 3'= e X X X TABLE B cr UJ w� O �R z mho SEE BEAM TO POST CONNECTION TABLE AEOE. IB.CO E.S. • 7.22.92 1015 Kx. CHANG0SHT#2 TD3 m'�mo 'A"®"'OOL�"' ATTACHED LATTICE -TYPE' ALUMA-LA17WCEPAT/O COVER ^-»a4--� -- ----- 0 EVALUATION . NOTED FOX ENGINEERING FAx a m0. PATO COVER W/MAX O.H. (As MT8Y) JI REPORT NOL --_K.IL E JAMES M. FOX, STRUCTURAL ENGINEER L.L.-20 8,30 P.S.F VALLEY ALUM COMPANY 5038 0060 TELCOAAFH RD. DOI.MEV. CALIFORNIA 902.0 WIND SPEED-7O&9O M.P.H. w. (-!Arc N.ST. (602/2ie-6224. estm 3 OF 12 Y 0 ``QtD PRO/ES / ' OF ' O,nNI ...... i FOX IB.CO E.S. • 7.22.92 1015 Kx. CHANG0SHT#2 TD3 m'�mo 'A"®"'OOL�"' ATTACHED LATTICE -TYPE' ALUMA-LA17WCEPAT/O COVER ^-»a4--� -- ----- 0 EVALUATION . NOTED FOX ENGINEERING FAx a m0. PATO COVER W/MAX O.H. (As MT8Y) JI REPORT NOL --_K.IL E JAMES M. FOX, STRUCTURAL ENGINEER L.L.-20 8,30 P.S.F VALLEY ALUM COMPANY 5038 0060 TELCOAAFH RD. DOI.MEV. CALIFORNIA 902.0 WIND SPEED-7O&9O M.P.H. w. (-!Arc N.ST. (602/2ie-6224. estm 3 OF 12 4 - - - See Max O\ �� 010,C. �,.. t2` IQ �11� LI TILE- "11 II I SEE DETAIL 1 4),5 IIG' 1111 I I 1 I RAFTER; 111 1 (FEE TABLE l II I I { SPACING G II THICK 1111 C. SLAB )PTIONAL - sp �D ISP'" �- ?/0" b4"4" RarT4Ale --FREESTANDING� LATTICE � PATIO- COVER WITH OVERHANG (WIND -SPEED = 70-8 - 90 ' M.P.H:) - - _ TABLE- A=-= MAXIMUM POST SPACING AND- .. FOOTING SIZE N'L a Io 3 X 8 X .042 HEADER/ BEAM MULTI -SPAN 12'-4' 3' X 8" X .042 W/ INSERT HEADER / BEAM a= I G'- G' FOOTING SIZE 16'- G' Oio FOOTING SIZE Mt,(>eRSP 'Ba ' SPIN Mar 7'-31 mo a370 z X ,u MAXIMUM POST HEIGHT = 8'-711 MAXIMUM POST HEIGHT = 11 0" 23'-11" LD REQ MAXIMUM POST HEIGHT = 8'-7.' MAXIMUM POST HEIGHT = I1'11 0 MPH 90 MPH 70 MPH 90MPH (4)-0 10 S.M SIDE Fp RAFT 3'xw 1Ei 70 MPH 90MPH 70MPH 9OMPH SUB, OPTIONAL °Fe ey ~ g N / 3LAB I NO SLAB2 W/ SLAB NO SLAB W/ SLAB NO SLAB W/ SLAB NO SLAB R N W/ SLAB NO SLAB W/ SLAB 1140SLAB W/ SLAB I NO SLAB jW1 SLAB I NO SLAB LIVE LOAD 10=P.SF. 3 5'-0" 14-G' Ig X 24'(1) 28'50 x d3l IB0"X 28°0) 33'SQ X18"a) 31' -II IB"< x32'(2) 3G"5¢.X18(2) Ie0X 303) 41" SQx18t 1 x S2 III I ! 3x til I 6'U, n 4 6-0' IS -3' 18"PX 24"(1) 2G'SQ.XI (n 18"°x 28"(I) 30"SQ.X18u) 30' 10 18"J>% 3e(Z) 35'50.4182) I x 3� l3) 41'SQx le("' -7--o- 12' 3' 18pX 24'(11 26'Sn•X18(,) IB' >X 26 lU 30"SQ.X iB(II 29'-4 18"OX 32"(2 35'5QXIB2) IBYX 36'(3) 4(f SQ IS( 8'-0' ll' -5 IBPx 2aj11 26'5¢.x1 I IB�x 26' (,1 29"SQx Ido) 25-8 18'd x 30"¢ 33-SQ•XI 18°% .34!(3) 36" SQX10(3 1-0" [CIO' 18'PX 24'(1) 25'SQX 18ti) IB'DX 2G' III 29SOX 1 111 24'-3' 18"' X 30"t21 33'SQX 18(2 IBX 34'(3) 37'SQX 18 (3 IO -O' IU'4' 18"'x 24'()) 25'SQ- XIB'I) IB,"x 2G' (1) 28'SQ.% 1811) 23'-2' IB"O x 30'(, 32"5¢.X18(1 1 X 32'(3) 37"50X18(4) II' -0' 5110" 18p% 24111 25'50 x18(:) 18''X 26' (I) 29SQ% 1 II 22-2 IB"' X 30"11 32"5¢X18(1 IB % 32"(4) 36"SQ x18(4) 12LO' 5- 5 18pX 24e(1j 2e SQ, XIg(I) 18''X 2C t,) 30'SQ-X IS'(,1 21'-3 IB' X 28'(( 1 31' 50•X19,1 1 X 32 (4) 3G' SQ XIB(4 13-0 9'-0" 181FX 24'(11 27'SQ•.X181.) 18''X 2e (1) 3d'SQX 18in 2 •511 18"P x 281(11 31" SQxIe�, 18'x 32'ca) 35"5¢X18(41 14'0' B' -B' 18'I'X 24'ti1 27 SQ•x IB(q IS 28 0) 31'SQ7ISU) 19'-8" IB'0 X 28"(,) 30'50•%18(1 1810X 32'(4) 35'SQ_XIB141 15'0' 9-5' TeX 2V(i) 28 SQ•XI4,) 18'°X 28 111 32'SQ-X 18(1) 19'-2" 18` x 20t,) 30"SQX (9(I Ig°X 32'(4) 35"SQ X1814) -9 �-2_" 1 I AX 24(11 28 SQ•X'IB(, 18"PX 30"U) 32%rax 18i:r 18'-6" IB'" % 26(() .3O'SQ•X IBI, 18"0 X 32'(4) 34"50X18(41 po151 1 p0st.�'tre� � E � s NOTE: NO CRACKS WITHIN 2'-G" OF POSTS SHALL NOTE: THIS OPEN LA LTICE-TYPE STRUCTURE MAY, NOT BE ENCLOSED BE PERMITTED. POST SHALL 'BE SET BACK A OF FROM MINIMUM 4' EDGE OF OPEN LATTICE -TYPE PATIO COVER- SLAB, MAX, MAX. O. f SINGLE SPAN PER TABLE A B $ C LMAX. O.H. NOTE :FOR BEAM 70 POST CONNECTION, SEE TABLE Ei FOR RAFTER TO BEAM LATTICE I CONNECTION, SEE TABLE F. i n^nn n MAX. SEE NOTE I IJ u L --J CROSS SECTION, SINGLE SPAN _MAX.. PROJECTION ......... -._.-1 __ nnn�i LATTICE jI 1 'i 'O.H. I RAFTER SPAN x RAFTER SPAN ' MAX QN 2�s { N'L a Io 31W x;x MULTI -SPAN 12'-4' MULTI -SPAN ai SiV1 I G'- G' 5'- 9' 16'- G' Oio 2 X251/2X.040" < 7'-31 d� 7'- 3 X 8 X .042" 23'-11" 8'-4" 23'-11" 8'_ 3"THICK C;NAL C. SLAB -Go; (4)-0 10 S.M SIDE Fp RAFT 3'xw 1Ei -E OPRO 5'- 10 SUB, OPTIONAL I IJ u L --J CROSS SECTION, SINGLE SPAN _MAX.. PROJECTION ......... -._.-1 __ nnn�i LATTICE jI 1 'i 'O.H. I RAFTER SPAN I f RAFTER SPAN ' MAX QN 2�s { N'L a Io I i MULTI -SPAN 12'-4' MULTI -SPAN SEE EML x;i i'1oTE x b I G'- G' 5'- 9' 16'- G' i 2 X251/2X.040" < 7'-31 20'-7" 7'- 3 X 8 X .042" 23'-11" 8'-4" 23'-11" 8'_ 3'2eTHICK CONC. (2)-110 SMS IEASIDEOF RA FT.( 4 -TOT.) (4)-0 10 S.M SIDE Fp RAFT 3'xw 1Ei -E - 5'- 10 SUB, OPTIONAL m; I J 1 1 t CROSS SECTION, MULTI SPAN E.S. _ -. -- K X, X 26(0 29"SQ.X1B1, I MMUM RAFTER SPAN 4 OVERHANG TABLE _ RAFTER SIZE ( AT 24° O.C.)' WIND SPEED 70 M.P.H. 90 MAX. CLEAR MAX. MAX. CLEAR SPAN OVERHANG SPAN M.P.H. MA OVERI 2 'X 6 1/2 X.024" 12'-4" 4'-4" 12'-4' 4- 2 X G V2 X .032" I G'- G' 5'- 9' 16'- G' 51- 2 X251/2X.040" 20'-7' 7'-31 20'-7" 7'- 3 X 8 X .042" 23'-11" 8'-4" 23'-11" 8'_ IS' -O' 1EX 26111 30"5Q•X18t1 'I8AN X 32'(4) 34 SOXI8%) PROJECTION MAXIMUM RARER SPAN ( CLEAR) MAXIMUM RAFTER OVERHAND MAXIMUM POSTmow° WITH WI NSERT2 FOOTING SIZE MAXIMUM POST HEIGHT= 8'-7'" MAXIMUM POST HEIGHT= 11'-0' 70 MPH. 90 MPH: 70 ..H.' 90 MPH.( W/ SLASINOSLABI W/ SLAB IND SUB WI SLAB NO SLAB IWISLAB IND SLAB L. L.- 20 PS. F. MPH. 90 MPH. 7b MPH �WISLAS 90 MPH. BEAM TO POST CONNECTION TABLE E RAFTER TO BEAM CONNECTIOP Zp WINDSPEED-70 WINDSPEED-�90 y�. �t„0fir LIVE LOAD LIVE.LOAD 10 1 20 1 30 IO 20 30 13'-9" 181'x241 Iep IIpYJo"' x ' IB•x SQx 'wwX A lylo' WIND SPEED -70 7URAETER. .TO BEAM I4 (2)BIOSM-S EA. LEGG (4 -TOTAL) (2)-410 Sm X3Xw W/LSH LEG. (4 -TO' 6 21 3N$N.D42 02 - - 02 - - 21 INSERT I] 0 0 ® ® I] L.L. 30 P.S.F.. 15 (2)-110 SMS IEASIDEOF RA FT.( 4 -TOT.) (4)-0 10 S.M SIDE Fp RAFT 3'xw 1Ei 3 X 8 X 042" FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED -70890MPH)SINGLE SPAN TABLE C RAFTER SIZE AT 24" O.C.) PROJECTION MAXIMUM RARER SPAN ( CLEAR) MAXIMUM RAFTER OVERHAND MAXIMUM POSTmow° WITH WI NSERT2 FOOTING SIZE MAXIMUM POST HEIGHT= 8'-7'" MAXIMUM POST HEIGHT= 11'-0' 70 MPH. 90 MPH: 70 ..H.' 90 MPH.( W/ SLASINOSLABI W/ SLAB IND SUB WI SLAB NO SLAB IWISLAB IND SLAB L. L.- 20 PS. F. MPH. 90 MPH. 7b MPH �WISLAS 90 MPH. L.L.-20 PSF .L.-20 3 X 8 X.042" 31'-9" 1 17'-9" 7=0" 13'-9" 181'x241 Iep IIpYJo"' x ' IB•x SQx 'wwX X 8 X .04211 31L 9' 17'-9 7'-9' 1 13'- 7" 18"x. '1 30 18'x30 ' SQr x o) x7 L.L. 30 P.S.F.. L.L.-30 FS.F LA. 30 PS,F. L. 30 P.S.F. 3 X 8 X 042" - 5'- 10 . 12-7 xz A zg(u 11}' I x ca x x30u 503 Bo FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED- 708 90 MPH. ) -MULTI -SPAN TABLE D RAFTER SIZE ( AT 24"O.C.) NIIU2. I�LOJernaN MAXIMUM RAFTER SPAN (CLEAR 1 MAXIMUM RAFTER OVERHANG MAX1AIl1M PaSWI'NG 3 x B x.04270 WI INSERT FOOTING SIZE IMUM POST HEIGHT 67' MAXIMUM POSTHEIGHT II=O' MPH. 90 MPH. 7b MPH �WISLAS 90 MPH. NO SLAB W/ SLAB NO SU9 WISLAB NO SLAB WI SLAB NO SLAB L. L. - S. L.L.• 20 PS.F, LL. -20 PS.F X 8 X .04211 31L 9' 17'-9 7'-9' 1 13'- 7" 18"x. '1 30 18'x30 ' SQr x o) x7 L.L.-30 FS.F L1..30- P.S.F L -S 3 X 8 X 042" - 4'- - B •24 0) 1 1 ix2e a 3z Sox le x n B'ix 5O' TABLE FOOTNOTEI: 1. CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEN FOOTING. 7. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. 3. POST SIZE (1) 3. 50. X .082• z) I. so. A .oar ]) 3. 50. X .125• e) 3• So. X .188• WIND SPEED -90 TO RAFTER TO BE NIIU2. 2)-LF10 S.MS. (2)-11. GFA. EACH LEG.. . X3XL ,) ( 4 TOTAL) EACH EA. Wl3'X (21-R K) S.MS EA. 414 K 510E OF RAFTER. OF RAF FOX ENGINEERINGFREE-ENDING LATTICE- TYPE •� '�� PATIO COVER L.'. JAMES M. FOX, STRUCTURAL ENo1NEER L.L.-IO 20 8:30 P. SF 8060 TNLNONAPH ND. DOWNEV. CALIFORNIA eoteo IWIND SPEED - 7O 890M.P.H NOTE: POST TYPES rtl AND ISS ARE USEOO FOR Ste@ CO TION. ST TYPES ANO 101 ARE USED FOR iDOTING CONDI N. POST TYPES (D.3'S0.P05T+(2)-2NXG1/2' X.024'W/(8)-# 14 SMS. ❑2 3' S0.• POST+ (2) - 2' x G 1/2" X.032' W / (8 )-* I4 • SA(S. © 31 SQPOST +(2) 2'XG1/2' X 0 24' W/(12)-•14 S.MS. ® 3ASOL POST+(2) - 2'X G I/2" X.032" W/ ( 12)-014.S.M.S. 1. Al -I... design and 'tree.•...or, per the latest edition or the Unites Bullding Code and the 1987 edition or the Atuei... Const-tlo. 2. �lue 1. tern•te .lu.In"..illy, .ay be substituted for those shoNn, P1011ded they .r. r oIstored Nitn the Al.,I,, Association and ha•e eguel or greeter riA end ul IN is at :"gths. 3. All co r.'..halt he.. a .tete.. 2e der eA.p.... i.• etr•.gth of 2.000 P...1."ton rete also .hell hey 31• dint... thickness end ane. be In 000e condllloh, 4. All' rooting• .halt beer n fir., n.curei un-ateeureAd .oil o '.tined rill. Design N.rt(ca sou nearing p:e"sure 1.000 P, 5.1.r s. All steel .'.bey .hall be not -dip galyntr.d or eleett"plated and e. 'onror. eo A. A -44e. Grad. C. lu.tnu. red tonere .halt be 2024-T0. All other fast..... .nett be 9a tNentrsd steel"r c.d.lw Plated. All bolt, shall conrore to ...A.S.T.N. A-307 and he,,standard cut plate .*.her*. Notes for bolt. .hell b• bolt dl... tar Plus 1/1ee earl.... 7. E.pan•lon bolt" 'hall be Hiltl Ketk Bolt; NB II carbon at -•1 or dual par I. C.0.0. E.R. No. 0827. All bolt• .hall he.• a .I.i.u. con"..t• edge dt.ta.c, r e bolt dl::;t.r.. S. Earn Installation snail best an Identifying leo gismo the ne-e and .demes or en....urereueee, da.tgn ilea. and .nrto..butty. s.att les P.rt.thmo to den parttrular tn.eeuauon .neu be 'lama', I. a., project. poet .p:cl,g, facting detail, at,. 10. open lattice Patio ..... "hall not be ,closed alto ahr eros or .o11d -.11.1.1, dna tn. d..i..h load, neu. only b....pAlled to the horro.t.t Pr0J•m•e are. of the letttce, ter tore, beads, atc. Per I.C.B.O. criteria. n. For 11 detail 1efelsnc... ... Sh..t a or 12. ALUMA-LATTICEPATIO COVER m ? 1L?E IZra3 1 2�L (AS ARi BY) - 4oF 12 2'-4 114-0'14'-10" 1181`xI I I I II'-2'X18rOx2-WmI2'-10"sn 181 I8'oX2=8'¢)13 O1axI8?j I I 1 1 15-O° 4-8' IR x 10'-10" 18'1x28' N)210 I&1)18'ox2=10"ta 3 18m <10UM RAFTER SPAN . FREESTANDING LATTICE PATIO COVER WITH -OVERHANG ( WIND SPEED = 100 & 110 M.P.H. ) ' ' 2'x G 1/2'x.024 TABLE A 3'- 0' 9'- 5" MAXIMUM POST SPACING AND FOOTING SIZE 12'- 81' 4'-0" a 3�Q 3' X Be X .042" HEADER / BEAM z T< :&En 3 M X 81' X .042" W / INSERT HEADER / BEAM 151- 9' FOOTING SIZE FOOTING SIZE z MAXIMUM POST HEIGHT - 8'- 7" MAXIMUM POST HEIGHT - MAXIMUM POST HEIGHT= 8'- 7" MAXIMUM POST HEIGHT= G' - 100 M.P.H. III M.P.H. 100 M.PH. 110 M.P.H. 100 M.P.H. 110 M.PH: 100 M.P.H. 110 M.P.H. gg� W/ SLAB INO SLAB W/ SLAB NO SLAB W/ SLAB IND SLAB W/SLAB INO SLAB W / SLAB I NO SLA W/ SLAB IND SLAB W/ SLAB INOSLAB W/ SLAB INOSLAB -5-10" 1 12'-7- 2'-7' 3--, L.I V E LOAD = 10 P. S.F _ 3' x B°x.042 2'-4 114-0'14'-10" 1181`xI I I I II'-2'X18rOx2-WmI2'-10"sn 181 I8'oX2=8'¢)13 O1axI8?j I I 1 1 15-O° 4-8' IR x 10'-10" 18'1x28' N)210 I&1)18'ox2=10"ta 3 18m <10UM RAFTER SPAN . & OVERHANG TABLE WIND SPEED RAFTER SIZE 100 M.P.H. 110 M.P. H. ( AT 24' O. Cr.) MAx.CLEA MAX. MAX. CLEAR MA) SPAN OVERHANG SEWN OVER ' 2'x G 1/2'x.024 9'- 5' 3'- 0' 9'- 5" 3,-( 2 x G 1/2 x 032 12'- 81' 4'-0" 12' 8" 4'-( 2 x G 1/2 x 040 1 151- 9" 5_01 151- 9' 51- I 3 x 8 x 042 1 19- 4' G'- 0' 18'- 4' G' - IU K),51 WNNEC I IUN .. TABLE t RAFTER TO Q WIND SPEED=100 WINDSPEED=110 p �' MAXIMUM RAFTER OdERHANG m� LIVE LOAD LIVE LOAD To•w>PTL 10 110 20 1 14 2).12 sM1 EA.LEG 3x042 2 - - `z - _ 31'-9 17' O" 4(z)-sl2s IS EA.SICEM.B. RAFC(4-T SIB'P 2-S/WP k'M. BEAM, 2- _ _ MBEAM, 2_ _ FREESTANDING LATTICE PATIO CO)/ER WITH OVERHANG ( WIND SPEED -100 81110 MPH.) SINGLE SPAN TABLE ' _29 - j RAFTER SIZE ( AT 24" O.C.) G��. _�yQ Ji 99 . MAXIMUM RAFTER SPAN . (CLEAR) MAXIMUM RAFTER OdERHANG MAXIMUM POSTSPACING 3 x IT oat° WI IN RT I -FOOTING SIZE MAXIMUM POST HEIGHT- '-7 MAXIMUM.POSTHEIGHT-I]'-0" 100 MP. H. 110 MPH. 100 M.PH. 110 MPH. WISLJIB NO SLAB W/SLAB• NOSLAB WISLAB INOSLABIWISLAS INOSLAB LIVE LOAD = 20 P.SF. rz) ( ¢1 L t2) ¢) 131 t3 3"X 81X.042" 31'-9 17' O" 1 7-0 13'-9' I90y--B' B 181aX24U 3=25uB x3o" 3'•3'ig.rls IBaca'a' •s+a,le IMUM H • 8 7" MAXIMUM POST HEIGHT=I I'-0" GEMEN AL NOTES AND 5pE[IFILAT IONS: ( AT .24' O. C. J SPAN RHANG '"II LIVE LOAD = 30 P.SF. I IO MPH. I OO MPH. N) to (b 1 1 (z ¢ 12) 3 X ' X .042" 29- 5" 1 I -9 -5-10" 1 12'-7- 2'-7' G° IB �k2<e 3 Boxzt6 Y dgnx I��cY v s' e (CLEAR) 3' x B°x.042 „n NOTE , REFER TO SHTS. 4 &'I( FOR CROSS-SECTIONS'-& .DETAIL CONNECTIONS �v AM CONNECTION TAHE r _D 100 WIND SPEED. 110 TO. BEAM TO RAFTER I TO BEAM S.M.S. 1(21•it 12 5. us 1(2)-# 12 smS, '.Of IEA.SIDEOF 16EA.SDEOF -707.) RAFT. (4 -707)AFT.(4 -TOT) 'TABLE FOOTNOTES, 1. CONCRETE SLAB (EX I5TING OR NEN) COMPLETELY SURROUNDS NEN FOOTING. I . CONCRETE SLAB ODES NOT ErIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF TNI5 INSTALLATION. 3. POST SIZE - 11) 3' SQ. X.OG2" (2) 3' SQ. X 4M' (3) 3'SQ.x.125' (4) 3'Sax ]88' FREESTANDING LATTICE PATIO COVER W/ OVERHANG ( WIND SPEED=1008110 MPH.) MULTI -SPAN TABLE ' ..1o• Is•9z (fO)g'fIY�O FOX ENGINEERING .4�(iT:1nNi.n•2Ag. E M. PDX. STRUCTURAL ENGINEER soeo TRLMORAPM AD. DOW NEE. CALIFORNIA 90240 MAXIMUM MAXIMUM MAXIMUM FOOTING SIZE .�.. NONE RAFTER SIZE RAFTER RAFTER POST sRACING IMUM H • 8 7" MAXIMUM POST HEIGHT=I I'-0" GEMEN AL NOTES AND 5pE[IFILAT IONS: ( AT .24' O. C. J SPAN RHANG '"II TOO MPH. I IO MPH. I OO MPH. I IO MRH, /, Rival... d•u6, and at.......ro oar the latest edition or the U,lf... e.udtng code and the lsei .gluon or the Aw.m.. comacr.cuon (CLEAR) 3' x B°x.042 „n WITH INSERT / S4AB NO SLAB WI SLAB NO SLAB 'WI SLAB O SLAB Wf SLAB SLAB 2. Alternate •lu.tnu. alloys say be sub.t Lt.c•e For those ,no.,, p ... td•e are Last the Al..in.. A.aoclation and n... edeas or LIVE LOAD = 20 P.S.F. (2I L ( ) (31 grey yield and rete dad .Lela t. •hise,m 3 X 8 X .04 31'- 9' 17 7' 0' I Bavx2-a 3' -ft. 16mu2•I(f Y 3yLLB 34 3'-7�ix6 It%LY-Y 3' B 3 28 Alconcrete hall b a este•.. 26 oar co.P thiel.. •taaonoc�n of be2,000 Al,acon v.,.i.°e,nerets tis enact have 5;• steel. 1n1cAn.es d hell e. tm 000d ondteton. e. S. ;C .oil o 411 %oecimil •n•es nasi on ilea, n.t.rsl un-ai,c.r';COD tronas nu. O..lon ..curet .oil baaring Pressers - t,Pl P.S.F.r au steel .estere shalt be not -dip gst.•nitea or .L•ccr.Pt.t.a .na' LIVL LOAD • 30 P.S.F. (1) 1n ¢) (21 t (2) f3) L3 c..for, to A.S.T.N. 0-446. Gree. C. 3 X• X. 4 " 92:6 i r6 IB1dA2B 7 °B I 2'B' 3"I�A18 If )43'0' Y 3 6 6. Alu.tnu. r.st...r. hell be 2024-T4. All other fastener. ,hall be galuanizea tees r ead.t.e Plated. All bolts shalt confors to A. s. T.N. A-307 and he.. standard rut plate ...her.. Nola. for bolts anal be bait disaster pill 1/18• ss.t.ua. 7. E.oah,ion bale, .hall bo, Nilti N,lk Botts NO 11 carbon steal or a,,l per I.C.B.O. E.R.Ma 4627. All bolts ,hall neu• . lint... concrete r B. ad oe oil once of 6 bots ale.. hers. Each.installation vhall beer s. identifying tap giving the .... and B. aderee. or cne .an,facturor, design load• ane _1 1o..bttttr. All items p•rtalminv co ..en P•ruc.ter in.e.lieilon aha I bs clru.d, Iee., vro]•ct. Post •P•timQ'. rooting detail, etc. to. open 1.cttc. p.tlo soar shall not be "C' "d.stn enc tip• or solid ..e.rtet, sna the ee,lom toad, neu• nlr been evpllod e° cne norrentel Pro]edtee e... or en. lattice. defter., b ... a. etc. Per 1.C.B.O. 11. Fortall 'detail references, see Shoat 12 of 12 n 4�s 0 PpotES, my 5291 F. J airs Y.I . IS M. IC.B.O• E.S. EVALUATION REPORT NO. 5038 ..1o• Is•9z (fO)g'fIY�O FOX ENGINEERING .4�(iT:1nNi.n•2Ag. E M. PDX. STRUCTURAL ENGINEER soeo TRLMORAPM AD. DOW NEE. CALIFORNIA 90240 AN. FOX. "• FREESTANDING LATTICE-TYP PATIO COVER L.L.•10, 20 & 30 P. SF. WIND SPEED -TOO a TIO MP.. ALUMA-LATTICEPATIO COVER (AS MIND YEI:LEY ALf/M/NUM COMPANY 3602 W. LINCOLN ST. (60?)2iH•6224. rn92- 19287 �� 5 OF 12 .�.. NONE �u K.K.—JAMES -� --- -- i ==- _--=_=== -- --- --- = _-----=-- =-- ATTACHED---r=L-ATTICE==PATIO= COVERS= ( WIND-SPEED-=70�a=90�MPH--)-------_-= --= TABLE ---A= 10-V "Its uro- ua U uw .- um m&;I lu-e �- I lo -v m�ROOFED COVER MAXIMUM POST PANEL 'THICKNESS' c -r C -0-1D 7 -I SPA ING 81 FOOTING SIZE WIND= 10/15 P.S.F UPLIFT =10/15 P.S.F - - �N Nz 3 X 8 X 042 BEAM / HEADER POST SPACING:: 13 X 8 X 042 VISERT BEAM/HEADER POST SPACING 0MN%,ZE USE FOR BOTH INSERTBEAM/HEADER 8 BEAM/HEADER t Fey F QP�� gODF„ 5 �, + rZ4L o •+ + •+ Q.0 p,+Q� t 1 m= `Z �Z 6 2 L z Za -j � 8 IZE m= ro a QL a� =. °iE MIN. NO OF POSTS UNENCLOSED ENCLOSED ST TYPE 70 POST TYPE 90 F SP4N p p O J ZX- �� p� A I2 p z J� pJp p U). N6l m 4' MIN #1091(5. MIN. 0 i12-13141-1213141 - �nR�Eo'`PEOQ MRH. MPH MFH. M. MRK MPH MPH low" Ol I o , , 6 PER 1 2 3 SEEM (fz� ,°/ 2•x 3.1 3/18•. STEEL GALVANIZE LENGTH LOCK LENGTH LOCK 4 %%. VLCoL) , 8'-0" sola' 018 moljo2 2o' A20 018' AIB' 12=5' 12' 5' -II 20 1 23 28'-9 12-5 8-11 26 1 30 2 1'.212 - 1 3 1 2 1 - I- G70" z 2' bt0 4 s �N M�F't310 L MLY gk HANGEROROR� 9 - 0' AI8"' AI8' .020 D¢0 0' .�O" .018" DIB' I I -I I° 11LI I" B' 2' 2D 23 27 5 I ILII' 8' 2 26 30 .2 2 2 - 3 2 - b 9" 2 18; 4 G 12 10'-0".OlaRA 16'D2,020.E-031-W.018'111=5 11=4 7=G' 20 23 26-3 11'-4' 7-6 27 31 2 - 3 2 - '3"0 = 7=6° 2 57 b of IzII'- 0" ole'ole" .Deod' AleD19" 101I' IO� 6' 6'-I I 20 23 25 -3' 10-6" 6'-I I 27 31 2 .2 - - .3 2 2 - e -3" z s 7 S'-0' Azo"02a'Ale" 16 10 G' a -a° G'-5' 21 24 24 4 a=�' �=S 27 31 .� - - a e=o" 2 IA''o' 5 R EXIST RESIDENCE SEE SCHEDULE ROOF PANEL 1/4 PER. FT. II SHT.12 OF 12 SHT.' II 1. At......d..lgn lila..• •re per the latest dition of the Untror. Building Coe ane t • 1082 •diti.. .f the edition C-troeelon 2....il.t..to.lnp..l lore say be .,b•tit,t,d for those Shown. provided they .r• nglet... A with the Alu.l nu. ..aoclatlon and nave ....I or grs•t•r Yl Ad ane "Iti..to •er•noena. 3. All co ret• .nail have ..lnl... 2B der .-or ... III strength r 2,000 p...l. toncr.te Slob .hall have 33• Sint- thickness and •hail be In gave ondltlpn. A. Au iootlnos .halt boy on ars, n.wr.l pn-ai•wrb.a sou or dined fill. 0.•ton veatta sou b.ett.g Prs.vr• .1.000 P.S.F. S. iii •teat .•.bare shall Y° not-dIt, get ... lred or •tectroplat.e and Dolor. to A.s.r.M. A-440, ar.d. E. 5. Al..,.. f•st•..r• hall b• 202.-T4. All other faat•nar. hall b• IT ani.. teat or c•d•tu. pt.t•a. All boles .hall eooror. e. A.S.T.M. A-307 and neva standard tvt plat• washers. Hot es for Boles hell be belt II stet At 6' 1/16• ..i.U..' 7. Elpan•mn Dolt. •hall be Hi I it Kwik Bolt• KB II c•rb.n •test or •4u.1 perI.C.8.0. E.R.No. 4827. All bolt, .hell he.• • .Into- concrete edge dl.tenc. of 6 bolt dl.."ter.. B. Each lnst•llatlon •hall bear an Identifying tag giving the n•a• And address or the ••nvf.ctu I,— d..lgn.loads and-cto•ablltty. 9. All it•.. Pertaining to ucn:p.reic lar ln.t.lt.tlon .hall be circle.. 1.e., pro3.ct, post spacing. rooting data., sec. 1D. DPen i•itJr. patio cover .halt not be enc msec with •n, type of •otic .aterial. end th, design loads note only bean •Poll.. to the norrontal Peo)•etea area of the lattice, rsftsr.._ b ..... Ste. oar I.C.B.C. 11. drtarla. or a .•tau r.reranes, s•• shaae 12 of 12. ES 10-0"01 NOTE: SHEET b &7 INCLUDE L.L. 10 20 OrI I'-0 Oi 30 P.S.F..ITN WIND SPEEDS 0V 70,90, w) 12'-0 .01 100 8, 1l0 N. P. H. it 13'-0" .a 12OF12 -r 14 0° .0: L J ff761i76'�{�'J1i��O� ��aeve ��iOQ®C �veQae OF 12 BEAM/HEADER i ROOF PANEL 19 11 RAFT RXLS 4'- 5" 10-V "Its uro- ua U uw .- um m&;I lu-e �- I lo -v a c -r C -0-1D 7 -I to-Veo WIND .)t 'D e - - �N .3 .7 a 9.9 a 1 � 8 14'-0° .ole' 018" A2 .0"20"J.032'[025'025'9-10 8' G" 5'-7' 21 4 2Z 9 8'-6 5'-7 2.8 32 3 2 - - 4 3 3 .2 low" 2 I o , , 6 PER 1 2 3 SEEM (fz� ,°/ 2•x 3.1 3/18•. STEEL GALVANIZE 2G 4 a sHr lz .II ff sNR 12 zz 2 - 15' 0' .ole' AIB 020 A2 Aza' A32' - - 9'-7 8'-O 5'-3 21 25 22-1' 8'-0- 5 3 28 32 3 2 - - 4 3 3 2 11=3' z z 7 to �(� OFi2iz \ - 2-- I 3 IG' -0' ADIS'.018 .025 A25.024 .032 - - 9'-4" 7'-7 5'-0" 22 25 21'-5' 7'-7" S'-0' 29 33 3 2 - - 5 3 3 .2 12=0" z a- 'o 7-- 7 to 2LI1' 1 27 LA6 W/1.1 2.1 2- 5 I7-0' .018* .018 .025'.02 m2lo '- - 9'-I' 7L2' 4'-8 22 25 20=10 7'-2' 4'-8 29 33 3 2 - - 5 3 3 2 12=9' z 5'6 11 E%I5T 11 ' _ ° 18'-0' •024 .024• ole" Ate - _ _ - 8=10 G'-9" 4'-G' 22 25 20'-4 6'-9 4'-6" 29 3 3 4 3 2 - 5 4 3 3 laL G" 2 2� S/11 RESIDENCE 2 ' N6; W/2•x 3.1 3/18• STEEL GALVANIZE, 19'-0".024•.02.'032°•032' 8'-7 G'-5' 4'-3 22 25 19-10' G'-5 4-3' 29 33 4 '3 32 54 ® 3'SQ POST (2) - 2°x G I/2" 4 3 14'-3 2 2s•c 8/12 W/2.1 3•1 3/16• STEEL GALVANIZE t Spp,G OF(�M N 21W _ _ _ _ 20=0".02a'A26.� 8L5" 6'-2 4-I 22 26 19'-4 6-2' 4-I" 29 34 4 3 3' .2 6 4 4 3 15'-0 2 EMBED. ANCHOR TO W1 816• 0 13 ' P I pLUiV bi bI 21=0 •032' A32 - - - - - - 8'-2 5-10' 3'-10" 23 26 18' II 5' 10 3'-I 30 34 4 3 2 ' G R 4 3 15=9' z 31{p 9 13 tea 6 1/2'X 2'X.024• INSTALL POST L_. RAFTER ATTACHED VERTICALLY. EE CRI SECTIO TTT 8'-0 018'.018, mo"mcr o°.D2o'A•e"Pie, 9=0 7=3" 7-3" 18 20 20-9' 7'3'. 7L3' 23 27 2 _2 2 - 3 2 - - G' -o' 2 12'/l G' 4/5 GUTTE &SIDED GUTTERb SIDE fA51 A FOR INFORM X 9'-0' AIB° 1010'LOW ".020 020" ' AI8" 018 B-7 G -7 6'-7" IB 21 19-10' G'-7" G' 7' 24 27 •'Z ..2 2 - 3 2 - - G'-9' 2 I 6" , / 6 TYPICAL ALL AROU D. BEAN / N ADE DETAIL it "' 10'-O� 018' DIS' 020' 20 A20" 020 020' 025 8'_3 G= 0' 6-0' IB 21 19'-0" 6-� ip-0 24 27 2 - - - 3 2 - - 7'-6" 2 ISA20- 5 / 7 SPER EE R POEET ST SPACING ING F 512E 6 MIN. N0. POST' 5p rCO? I-0' I6' AIB' 020° 0201D20'.0201025" 025° 7--11" S=7 5'-7" 15--21 18-3• 5'-7' S-7' 24 28 2 2 - - 3 2 2 - 8'•3" 2 IG G , 5/7 N 12=0" 018" la' S' 25'.024' 024 - - 7'-7' 5L2" 5'-2° 19 21 IT 7 5-2 5'-2 25 28 3 2 - - 4 3 3 2 9'•0" 2 IB' 24' s/8 13 0" 024',02..0 .0- .o3z .0 _ _ 7-4" 4'-10" 4-10 19 22 17-0 4'-10' 4'10 25 29 3 2 - - 4 3 3 2 9'-9' z 19�ZIA 8 1 poste E� -� J 14-0' Ata' a 032"03z' - - - - 7-2" 4'-6" 4'-G 19 22 IG -5' 4'-G 4'-G 25 29 3 2 - - 4 3 3 2 Io' -G' z z1 G 9 IS 0" 8'.040 40 - - _ _ 6 -II 4'-3' 4'-3" 19 22 I6-0 4' 3 4'-3' 25 29 3 .2' - - 4 3' 3 2 II' -3' z z2� 7 to 3THICK coNc.sue L ' SEE tN OPTIONAL.. NO CRACKS WITHIN 2'- 'OF POSTS 16=0" ,032',032 - - - - - - G'-9" 4'-0" 4'-0" 20 22 15=6" 4 -0 4'-0 26 29 3 .2 - - 5 3 3 2 12'•0' 2 24 7 SHALL BE PERMRTFA FOOTING WHERE 17-0' D40 •040 - - - - - - G=7' 3=10' 310 20. 23 I I" 3'-10 3-10 26 30 3 2 - - 5 3 3 2 tz'-9' 2 z 7 I I POST SHALL BE SET OCCURS, SEE BACK A MINIMUM OF TABLE. A 4' FROM EDGE OF SLA9 ATTACHED ROOFED TYPE PATIO COVER EXIST RESIDENCE SEE SCHEDULE ROOF PANEL 1/4 PER. FT. II SHT.12 OF 12 SHT.' II 1. At......d..lgn lila..• •re per the latest dition of the Untror. Building Coe ane t • 1082 •diti.. .f the edition C-troeelon 2....il.t..to.lnp..l lore say be .,b•tit,t,d for those Shown. provided they .r• nglet... A with the Alu.l nu. ..aoclatlon and nave ....I or grs•t•r Yl Ad ane "Iti..to •er•noena. 3. All co ret• .nail have ..lnl... 2B der .-or ... III strength r 2,000 p...l. toncr.te Slob .hall have 33• Sint- thickness and •hail be In gave ondltlpn. A. Au iootlnos .halt boy on ars, n.wr.l pn-ai•wrb.a sou or dined fill. 0.•ton veatta sou b.ett.g Prs.vr• .1.000 P.S.F. S. iii •teat .•.bare shall Y° not-dIt, get ... lred or •tectroplat.e and Dolor. to A.s.r.M. A-440, ar.d. E. 5. Al..,.. f•st•..r• hall b• 202.-T4. All other faat•nar. hall b• IT ani.. teat or c•d•tu. pt.t•a. All boles .hall eooror. e. A.S.T.M. A-307 and neva standard tvt plat• washers. Hot es for Boles hell be belt II stet At 6' 1/16• ..i.U..' 7. Elpan•mn Dolt. •hall be Hi I it Kwik Bolt• KB II c•rb.n •test or •4u.1 perI.C.8.0. E.R.No. 4827. All bolt, .hell he.• • .Into- concrete edge dl.tenc. of 6 bolt dl.."ter.. B. Each lnst•llatlon •hall bear an Identifying tag giving the n•a• And address or the ••nvf.ctu I,— d..lgn.loads and-cto•ablltty. 9. All it•.. Pertaining to ucn:p.reic lar ln.t.lt.tlon .hall be circle.. 1.e., pro3.ct, post spacing. rooting data., sec. 1D. DPen i•itJr. patio cover .halt not be enc msec with •n, type of •otic .aterial. end th, design loads note only bean •Poll.. to the norrontal Peo)•etea area of the lattice, rsftsr.._ b ..... Ste. oar I.C.B.C. 11. drtarla. or a .•tau r.reranes, s•• shaae 12 of 12. ES 10-0"01 NOTE: SHEET b &7 INCLUDE L.L. 10 20 OrI I'-0 Oi 30 P.S.F..ITN WIND SPEEDS 0V 70,90, w) 12'-0 .01 100 8, 1l0 N. P. H. it 13'-0" .a 12OF12 -r 14 0° .0: L J ff761i76'�{�'J1i��O� ��aeve ��iOQ®C �veQae OF 12 BEAM/HEADER 4-11-117 19 11 4-5" 4'- 5" POST BASE CONI 4'-1" 17 20 1 WIND SPEED . 70 N s POSE WISIDEPLATEs . 3I= ,�pv- s,b ON FOOT, 3 SQ. %.o2a'ATSLAB '3 C1iD 0�5�(• ON SLAB SnX.042" 8"X 3 SQ. %.04G AT FCOTING ,1x(04)-#$4 7 b s.M. I 4'-I' FOR SIDE PLATES SEE POST I'- 0'D 26' TPOST "5/8-0 3A EMBED: - - - 3 TYPES, AND DETAILS 5? .. L.L- 10 1 2 ANCHORS to SLAB _ ON FOOTING 5 8'X.042' 1 e'X.042W/INSE ,°/ 2•x 3.1 3/18•. STEEL GALVANIZE 2G 2 .II ff - 3 WASHER .PLATE.. _ 2 - 8'3" D& 24 (4)- /14 S.M.S. G 3-G 23 2G 3 TO A BE a 5/e•9 - 4 3 3 2 L.L. 2 1/2• EMBED. ANCNDRS.TO SLAB 18 241 -S 8' 3" 3-3 �(� W/ 2.1 3•[3/16• - 2-- I I LV 1 3 STEEL GALVANIZE. WASHER PLATE. 9-9" 2 8 d 24 D POST a (x)- 3'-I" 24 27 NOTES 2 - /B•9 1 2 1/2• 3 3 2 POSTS MAY BE ATTACHED L.10 MBEOMENT TO _ 2LI1' TO CONC. SLAB, SAFTEY 27 LA6 W/1.1 2.1 2- 5 STAKE, ABESCO EARTH 10 W/1B} STL.GALV. WASHER PLATE. z -2N-/,, ANCHOR, OR CONIC. FOOTING. 8 e 4 A.-., 14 s.M.s. TO POST a (2)- SEE TABLE B i/4°8 x 2• POST TYPES L.L EMBEDMENT TO _ 204:30 SLAB W/'1"x 2• 3/18•'STEEL p' �. 3'Sn.POSTt(2)-.2X61/2' GALV. WASHER PL. 7 A - 14 TO ADST.+ s/Base 4• X .024' W! (8)7# 14 SMS. �2 3.SOL.POSTt(2)- 2''MG 1/2' L.L. 20 - 1 2 3 EMBED. ANCHORS TO FTG. X.032" W/(8) -v 14 -&MS. W/2•x 3.1 3/18• STEEL GALVANIZE, © 3' SQ POST t (2) 2'X 61/2' WASHER'PLATE. O (4I- ST S.M.S.• POST a 1'/2.9 X 0 24' W/(12)-014 S.MS. ® 3'SQ POST (2) - 2°x G I/2" L.Lt30 - 10 2 t/4• EASED. ANCHOR To FTG. X.032' W/ (12)-4114 S.M.S. W/2.1 3•1 3/16• STEEL GALVANIZE ASNER -PLATE. © (A)- IIA S.M.S. -Y° (2)- NOTE: IrM TYPES ID AND Q ARE USE FOR SLAB CON TION. ST TYPES °� POST L /2• 3/6.0 x 2 1/2- A ANO IAI ARE USED FON TOOTING CONDI N. LL -20 � EMBED. ANCHOR TO W1 816• FIG. '12 3/18•STL. GALV. WASHER.PL. ON SLAB v0si iSs%e•a 2 3/4• EMBED. CHORSTO SLAB 2.1 3•x 3/16• EEL 1ALVAM IZE' RHEA PLATE. .• TO POST A 3/6.9 . 2 1/2• EMBED. ANCHORS TO SLAB y/ 2•. 3•x3/76• STEEL LALVANI ZE NEA PLATE. . 4 - 14 $.M. S. TO POST a (2)- 3/6.0 x 2 1/2• EMBEDMENT TO SLAB m/1•a 2- 3/16- STL.GALV. WASHER PLATE. (4)- 114 S.M.S. TO POST A (2)- 1/4"9 2° EMBEDMENT TO FTG. W/ 1.1 2• 3/16• STEEL' GALV. WASHER PL 4-11 • 4-11-117 19 11 4-5" 4'- 5" 17 19 11 4'-1" 4'-1" 17 20 1 b'•0• 2 77 20 1 3'- G' 5- 6 I 20 1 3'-3 3=3 18 20 I 3'- 1. 3'- IT 18 20 1 2'-11' 2-11" 18 21 I I 4'-I' 23 26' 2 - - - 3 TABLE B PEED - 90 MPH. 2 ON FOOTING 5 8'X.042' 1 e'X.042W/INSE To vosr a 5/e•9 N 2 3/4• EMBED. ANCHORS TO FTG. m/2•x 3.1 3/16• STEEL CALVANIIE (A)- -II" 4-11" 22 25 2 2 2 - 3 2 - - b'•0• 2 12% , 4/,s. -5 4-5 22 25 2 2 .2 - 3 21- - G=9' 2 13•b , 4/6 I 4'-I' 23 26' 2 - - - 3 2 - - 7Lb' 2 15 0' 5/7 '-9' 3-9 23 2G 2 2 - - 3 2 2 - 8'3" z 16.6., /7 G 3-G 23 2G 3 2 - - 4 3 3 2 9'-o" 2 18 241 -S 8' 3" 3-3 23 27 3 2-- 4 3 3 2 9-9" 2 196/Z6, 6/8 '-I' 3'-I" 24 27 3 2 - - 5 3 3 2 to -b" z 21 21 6/9 -1 I' 2LI1' 24 27 3 2- 5 3 3 2 11.0° z -2N-/,, TABLE FOOTNOTES: T-5,T1�T1'R aNCRETE SLAIj NO CRACKS WITHIN 2'-6• °F POSTS SHALL BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4• FRON EDGE OF SLAB. 2. FOOTING SIZE IS A CUBE. I.E.. 20 • 20• x 20• K 20• deep. 3. TOTAL MINIMUM NURSER OF $To S. N.s. PER POST TO BEAR CONNECTION FOR DETAILS 1B 4. MINIMUM LENGTH AND NUMBER OF SHEET METAL SCREWS ABOVE DIAGONAL LINE IS FOA 70 MPH WINO. NININUM LENGTH AND NUMBER OF SHEET METAL SCREWS BELOW DIAGONAL LIME IS FOR ,90 R.P.H. VINO. is AN POST . BASE.. CONNECTION.. CONT. (.ON FOOTG ONLY) �p�\- WIND SPEED . 70 M. P H.. WIND. SPEED = 90. M.P. H. a t'1) Be .042' 5 8-X.042SWIINSERT 8"X.042" 5 B`X.042SWI INSERT r" (4)- 114 s.li.s. --T4)- 114 s.M.s. O TO POST a (2)- TO POST A (z)- 1/4.9 . 2• 3/8•B 1 2 1/2• �,ii:rr•. LL=30 EMBEDMENT TO - EMBED. ANCMOR 4,• FTG: Y/ 1•x 2• TO FTG. m/ 2• .'. .'3/16- STEEL 1 3•x 3/16•STL. 's/o GALV: WASHER '9W' GALV. WASHER PL:, 19 (2)- 114 -JV THRU (2)- 1/2.8 THRU (2)- ] B•9 THRU .(I)- ] 4.9 THRU CL O BOLTS TO.POST a BOLTS 70 P05T A BOLTS TO POST L. BOLTS TO POST A (2)-3/0.9x4 1/4• (2)-- 5/6•9 1 Y• (2)- 1/2•B x 6• (2)- 3/4.0 1 Be L.L.- 10 EMSED.W/tax 2.1 EMBED. ANCHORS EMBED. ANCHORS EMBED. ANCHORS 3/18•STL. GAL Y. W/ 1-. 2.1 3/16• tl/1•x 2•x 3/16' Y/1•w 2•x ]/18• WASKER.PLATE. STEEL GALVANIZE STEEL. G ALVAN[ZE STEEL GALVANIZE WASHER PLATE. WASHER PLATE. WASHER PLATE. �'•" `;jwAs 19 (2)'- 3/6.0 THRU '(2)- 1/4.0 THRU (2)-'1/2.9 THRU BOL73 TO POSTS& BOLTS TO, POST A BOLTS TO POST i L.L.•20 - EMBED'/2 ANCHORS EMBED /W/1•x 2/x• EMBED - ANCHORS W/1.1 2•x 3/16• Y/1'`1 2'1 3/18• .3/16•S. PC LALV. STEEL LPLATE ZE -WASHER. PL ATE. STEEL GALVANIZE WASHER PLATE. WASHER PLATE. (2)- 1/4•g THRU 2 - 3/8-H THRU 19 BOLTS TO. POST a BOLTS TO POST a Y (2)-3/8.914 r/4• (x)- t/2.9 B• LL.a30 EMBEO.W/I'•1 2.1 EMBED. ANCHORS 3/16•STL. GALV. W/1•x 2•x 3/16" q 4 WASHER. PLATE. STEEL GALVANIZE MASHER PLATE, ✓./ '5.!tGWCRETE' ANCHOR SOFT SHALL BE KWIK-BOLT II. CARBON STEEL AS MANUFACTURED By KILTI. INC. IN CONFORMANCE WITH 'I.C.B.O. E.S. REPORT NO. 4027. 6. POST MAY ATT�MED TO SAFTY STAKE STAKE, ©SHT.11 OR Ohpl ENG/4f EARTH ANCHCR, 16 SHTAIlfijQED pq'r ;'s .+^"•or AL '"'�� 91 v t 5 5 , E 16366 3• Wd�, . � � i '+Far 4 BMJ'! /J ''ROFESSO�'� I.(�" B.Q rJ". „•. 7.7 -02 & 110-15 IKX. CHANGED SHT.M 4 TO 6 aarlm ,IAAtn w FmI. •1e 1 Norm F O X ENGINEERING ,, �:,�g; ATTACHED ROOFED -TYPE ALUMA=L TTICE PATIO C .VER Ha 92-192A7 EVAWATION PATIO COVER W/ 18' MAX. . H. res Ars erl 1111 KX. E' JAMES M. FOX. STRUCTURAL ENGINEER L.L. 10,20630 PS. F. PEPORT NO VALLEY ALUM/NUM COMPANY 5038 Eo6o TELEGRAPH RD. DOWNEY. CALIFORNIA 90240 WIND SPEED= 70390 M.P.H. .W -LINCOLN ST. teo212i8-62zo. EHaT 6aF 12 I�U51 IjAtilz (SUNNI=(A NUN (Iffq1N """ FOX ENGINEERING FAC PN).° )r JAMES M. FOX. STRUCTURAL ENGINEER 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 00240 TABLE B TABLE FOOTNOTES:. ei I. 31. (HICK CONCRETE SlAg� NQ CM(•X WITHIN 2'-G'0= POSTS SHALL.BEPERM(TTM. POST ` SHALL BESET BACK FRpML7X•:EOFSLAB. ~ AL(MIA-GATT/CEPAT/0 COVER .. las Ara.(�rl K -'' U .- O P Y ..i:illcoLlvsr.". .(60.)208=��l001 :. WIND SPEED = 100 MP.H. WIND SPEED 110 MPH. AMN.0F4 2 wonNc slzF is n cuter, I.E., zo ao x 20 x 20 ,EEA ON SLABS ON FOOTING 5 ON SLAB ON FOOTING p�'�\ ATTACHED LATTICE PATIO COVERS ( WIND SPEED ae 100 & 110 X042'N1 MPH. ) 4. MIN LENGTH31,11 OF SHEET METAL SCREWS ABOVE OIAGONALLIE IS FOR 100 MPN.WIND. MIN. se"OF uIS LENGTH AND ND. TIACNED TMETAL WOAGONAI-WEE FOR OR EARTH M.P.H. M.P H. WIND. r� S . 7 4 l4)-172 s.M. s. TABLE A NOTE: SHEET 6 BI' 7 INCLUDE L. L. 10, 0, So 30 P.S.F. WITH WIND SPEEDS OF 70, 90, 0 100 Q 110 M.P.". LL. stn G•r::0:, ._ . �.•�• (e)- /1e S.N.S. ROOFED COVER MAXIMUM 'POST SPACING 81 FOOTING SIZE WIND = 19 UPLIFT = 30 PSI. F- PANEL 'THICKNESS' 3 X 8 X •042 BEAMIHEADER 3XBXCA21NSERTBEAMIHEADER w h� j [s USE FOR BOTH INSERT BEAM/HEADER. B, BEAM/HEADER �Q + ;.P9K } v� +ft, POST SPACING = 1NG51ZE POST SPACING �T'"$1= MIN NO OF POSTS UNENCLOSED ENCLOSED��zz°D a Dom. Z - za �a g POST TYPE 100 POST IYF 110 lra a► to MIN. w toI OIID IOIOD IID I II p QJ 6J Q O_JQ J Q SMSMP.M MP.H MP. MMP. M. MP. H. MAH. NP.N. !f1 $ _Q $ Q �Q (n0 51 _L) 1 2 3 4 1 2 3 4 LENGTH LOCK LENGTH LOCK - _j J 8--o" 2 .020 ao' 20 024~ z4 .018' .OIW 8'-G" 4'-2• 4'-r 25 25 19'-8' 4'-2" 4'-2" 34 34 6 3 3 2 7 4 4 3 G'-0' 2 16 o G / 7 9'-0' 020'.020' 5' 032" 32"•025".025 g-2' 3-10' 3L10" 2G 2G 18=10' V- to, 3' -Io' 34 34 G 4 412 8 4 4 3 G-9" 2 IWe /I -0' 7 / 8 I0' 0 020' 020' 25' .025' 32" 32' - - 7-10' 3-G' 3-6' 26 .2G 18'-1" 3'- 6' 3'-G• 35 35 7 4 4 3 8 5 5 3 T-6' z Is -o i' 7 / 71- 0" 20'.020'.028' • 28' - - - - 7'-G' 3-3' S-3' 2G 2G 17-4" 3'-3" 3'-3' 35 35 8 4 4 3 9 5 5 3 8'-3' 2 16 6/220 8/10 12'- 0° OVY .020',032" OV - - - - 7'- 3' S- I" V- I' 27 27 16'-9' 3'- I". S' 1' 35 35 8 4 4 3 10 5 5 3 9'-D' 2 IB -0'/ • 9/,, 13'- 0',02&.02d' �' 040 - - - - 7'- o' 2- )o" 2'- IU 27 27 I G'-2' 2'- No' 2'- lo' 36 3G 9 5 5 3 10 6 G 3 'J 9" 2 194 9 / /❑ 14'-O° 025 O25' _ _ _ - V-10• 2'-8' 2'-8' 27 27 IV -8" 2'-8" 2'-8' 3G 36 9 5 5 3 II G G 4 Id -6' a 2-0/ 10/12 15'- 0" 25 5" 040' - - - - G'-7' 2'- G' . 2'- G' 28 28 15'- 3' 2'- G' 2'- G' 3G 36 10 5 5 3 12 G G 4 11'- 3' 2 -G/3o- 1 / 3 0°028 28' - - - - - 6' S' 2-4" 2'-4' 28 28 14-10" z'-4' 2'-4' 37 37 10 6 5 3 12 7 7 4 12-0" 3 24-0/ / 17'-0"032" 32°. - - - - - - G'-3' r-3~ 2'-3" 28 28 14'-5" 2'-3" 2' 3' 37 37 II 6 6 4 13 717 4 12-9' 3 2'Gi34'-u' 9/11 18-0" 32" " - - - - - - 6'-I' 2'-2• r-2' 2$ 28 la - I' 2'-2' 2-2' 37 37 11 G G 4 14 7 7 5 136' 3 2 0"/ t 9/11 19-0 40' 40' - - - - - - 5'-1f 2-0' 2'-0" 29 29 13'-9" 2'-0' 2'-0' 38 38 12 7 G 4 14 8 8 5 1a'-3" 3 2 -6y , 10/1 20 .0" ° 0ao - - - - - - 5'-10' I - I r r- n' 29 29 13- s" I'- N" 1`11' 38 38 13 7 7 4 15 8 8 5 Is' -O" 3 -oy IO/IR 4oto' 20'-10 - - - - - - 5'•8' 1'-10' C-10 29 29 IY-21' 1- Id' 1-10' 38 3$ 13 7 7 4 IG 8 0° 5 15'-5' 3 316/42-0))/i3 f tr`O WIND SPEED - 100 IAP.H. WWD..SPEED - 110 MPH. p J J 020° 20".ozo'02d' °.024'0'.018' 8-G' 4-2' a-2' 25 25 1 1}8" 4-2' 4-2" 34 34 6 3 13 1 2 7 4 4 3 6-O" 2 1 /1G'.d. G/ 6- 0' 020" = 5",025' 32' 062' 025".025 8-2 3'-10' 3'-10' 26 2G 18'10' 3' -Io" 3'-10' 34 34 6 4 4 2 1 81 4 1 4 3 6-9' 2 131;/18..0. 7/ 8 10-0" 20' 20' 025" 25'032° 32 - _ 7-10 7-6" 3-6' 2G 26 18'-1" 3-G" 3'-G' 35 35 7 4 4 3 8 5 5 3 7'- G' 2 / / 9 11'-0' 020 20'028` 28' - - - - 7-G' 3' 3' Y-3" 26 2G 17=4' 3'-3" 3-3' 35 35 8 4 4 3 9 5' 5 3 8'-3' 2 'G G/2 -0 / 10 12-0'.020 2O',032• 32 _ _ _ _ 7'-3" 3-1' 3'-l" 27 27 16,-9' 3'-1" 3-1" 35 35 8 4 4 3 10 5 5 3 9-O' 2 1 /do' 9/ 10 13-O* 20 20 .040 - - - - 7'- 0' 2'- Io' 2'- Io" 27 27 1G!2' 2-10' 2-10" 36 3G 9 5 5 3 10 G 6 3 9'-9' z ' 'G/�-o' 9/11 14- 0',025' 5+040. 40' _ _ _ _ V- 10" 2'- 8' 2'- 8" 27 27 15'-8" 2'-8" V-8' 36 36 9 5 5 3 11 G 6 4 id- 6' 2 21'-0/ 9, Io/) 15'-0'025' 25' 40'040 _ _ _ _ 6-7' 2-G' I 2'•6" 128 28 1 15-3' 2'-6" 2'-6' 1 3G 3G 10 515 3 12 G G 4 11'-3' 2 -G/' 11/1 IG' -0 028' 28' - - - - - - C-5" 2'-4' 2-4" 28 28 14'-10' 1-4' 2'-4' 37 37 10 G S 12 7 7 4 12-0' 3 24- / - r 8/ 17.-0° 32' 32" - - - - - _ G-3" 2'-3" 2-3' 28 28 14'-5' 2'-3' 2`3' 37 37 11 G G 4 13 7 7 4 12-9" 3 2 -6/340' GALV. WASHER PL. M •. J _j 8'-0' .018^ owes 20'020'.024' 2 .OLS° 018" 7=5" 4'-2' 4!-2' 24 24 17' 1" 4-2' 4-2" 32 32 2 2 2 1- 3 2 - - G' -o' 2 ' ' / 6/7 9-p" .018'.018° 020' J020.024°024025° 025' 7'- 1' 3'-10" 3=10" 25 25 IG -4' SO' 3-10" 32 32 2 2 2 - 3 2 - - 6'-9 2 1 '-6/ IR, 7/g Ip' -p" :018' 018' .025' 025 03210321 - - I G-9' 3'-G' V-6" 25 1 2$ 1 15-8" 3-6' 3-0 33 33 2 - - - 3 2 - 7-G" 2 I ' / 20' 7 /9 11'-0" .024'.02W A28' 032' .0.'4 - - G' -G' 3'-3' 3'-:i' 25 25 15'0' 3'-3' 3'-3" 33 33 2 21 3 2 2 1- 8'-3" ' z/ ' 8/10 22 12'-0" -Ox" 024',032" m - - - - G'-3' 3'- Is 3'- 1- 2G 2G 14- G' 3- Is S. 1" 34 34' 3 2 - - 4 3 3 .2 9-0'. z 18' / 24I 9 /10 13 0 ° ces, 028 A40' 040 - - - - 6' I' 2-10' 2- 1d' 26 ' 2G 14-0' 2-10' 2'-D" 34 34 3 2 - - 4 3 2 9=9" 2 19-2•/ 9 PG /11 14 0' .032".032' - - - - - V-10' 2'- 8" z'-8" 26 26 13'-7' 2'-8° z'-8" j4 34 3 2 - - 5 3 3 2 lo' -G" 2 21 / lo/ 1 , 1'¢'6" .040'�' - - - - - - s-9° 2'- G' 2-G" 2G 2G 13'-4" 2'-6" 2=G 84 34 3 2 - - 5 3 3 2 11-0 2 25-6/34' 9/II 70 P0/1 f 3'/8•H I�U51 IjAtilz (SUNNI=(A NUN (Iffq1N """ FOX ENGINEERING FAC PN).° )r JAMES M. FOX. STRUCTURAL ENGINEER 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 00240 TABLE B TABLE FOOTNOTES:. ei I. 31. (HICK CONCRETE SlAg� NQ CM(•X WITHIN 2'-G'0= POSTS SHALL.BEPERM(TTM. POST ` SHALL BESET BACK FRpML7X•:EOFSLAB. ~ AL(MIA-GATT/CEPAT/0 COVER .. las Ara.(�rl K -'' U .- O P Y ..i:illcoLlvsr.". .(60.)208=��l001 :. WIND SPEED = 100 MP.H. WIND SPEED 110 MPH. AMN.0F4 2 wonNc slzF is n cuter, I.E., zo ao x 20 x 20 ,EEA ON SLABS ON FOOTING 5 ON SLAB ON FOOTING p�'�\ • 3 -TOTAL MIN NUMBER OF • 10 SANS PER POST 1D BEAM CONNECTION FDR DETAILS 19 6 20. 'X.042° 8"X:0 ' 'X:042' X042'N1 4. MIN LENGTH31,11 OF SHEET METAL SCREWS ABOVE OIAGONALLIE IS FOR 100 MPN.WIND. MIN. se"OF uIS LENGTH AND ND. TIACNED TMETAL WOAGONAI-WEE FOR OR EARTH M.P.H. M.P H. WIND. r� S . 7 4 l4)-172 s.M. s. (e)- Ile S.N.s: e - 7e S.M. s. (e)- /1e S.N.S. TO 'Pas 4. 5/B•8 2 ]/e• EMBEDI TO DOST { 318.0 % 8" ENB�FONENT TO POST { 5/8.8 z 2 3/"• EMBED. TO POST { 3/8•H• e• POST BASE CONNECTION CONT (CN FOOTING'MY) - L.L.•10 INCH OR TO SL III W/ 24 3'. 3/16• A $ IlJ• FTG. WA2)- X3'X p.C..R1 TO $LRB m/ 2•. 3•:.3/16• EN8E0. ANCHOR' .TD FIG. m/ 212° f tr`O WIND SPEED - 100 IAP.H. WWD..SPEED - 110 MPH. STEEL GALVANIZE . 3/16• STEEL STEEL GALVANIZE .,3-x 3/16•STL. 'L' 8'X.042' WI RTE. GALV. WASHER PL. WASHER PLATE.' 'GALV. WASHER.PL 8'X.042' 8'X•042' INSERT OfE55�0'�.+•i 8k04� O 0 -Ile 5.11 5.� (0) -.IIA S.N. S.q GENERAL NOTES AND SPECIFICATIONS: •" H 'TO A •P65r 07&(B (e)-110 S.N.S.S.N. TO POST { 5/B•H 70 P0/1 f 3'/8•H . 2 3/4' ENBED. .' 2 1/2' EMBED. POST { 2-518 TO f 2-5/8 A 1. Aluelnu. design ane atrees,s re per the latest edition o/ the Unl for• 7 • ENBED. % 7 ENBED. L.L.° pNCHoflS TO SLAB tl/ 2•a 3•. 3/16• ANCHORS TO SLAB m/ 2•. 3•.3/1,6• Bul3etn0 Code and the 1982 eel tion o! tha Alu.lnue Cenet ruct ion .pNCN01L T FTL ANCHOR T FTG. ...... l��' •:G L.L. 30 .tl/1 $ 'i ms'r 20 30 STEEL GRLYpM IZE STEEL LAIVPNIZE VIGX2QX 114': STEEL GALVANIZE tl/11116'X 2X114° 2. Alternate sluelnu. alloys say be subetltuad for loos• eno.n, provlead E WASHER PLATE. tlASMER PLATE. 'tlRSNER 9LpTE, STEEL GOL vANI _ they are reploarae len ins Alu.inu. Assoeletlon end neva ,pml or WASHER greater Ylsle ane uItlmt. strength.. p 3. All o ret• mall neva a .lnlaue 2B der eo.Prasslva alto th o1 6 (2)•3/4 0 M.B.' (2) - 314.0 M.B D. e.1.°[oncret• else shall he°. 3 elnlau. this=.: end ,h.11 b, In -'�°•••` Q (' a 4 O (")- /10 S.M. S. TD PDST i (2)- (A)- 10 S.N.S. TD POST {121- P (e)_ 110 S.M.S. (2)- (4)- /10-5:M.5. 3/0-0 . 2 1/2• X 7 .. EMBED. TO POST { 3/B•0 . 2 1/2• TO POSTi 4•S/B•H . '7 • ERRED. B 8 good onditlun. Dr CDi3•' L.L.• 10 EMBEDMENT TO RM[MOfls TO FT;. - EMBEDMENT TO pNCNOgS 1:0 FTS. L.L. 10 .D .. A. All Iooting• shall bear on It,.. natural un-di,t,rb,d coil or - (2) -I X G'CONC. l2N X G'cONc, tlri,d fll1. Dolgn vrtlul sell beer!^0 1.000 P.S.F. sLAB m/1•a 2•a 3/16• sTL. LRLN. tl/IMGx 2'% ua STEEL GALVANIZE SLAB W/1'z Zoe 3/16• STL.GALY. y/IMG X2 X V4 STEEL GALVANIZE Pr•.sun at EMBED. A.B.° S. All •tee, ,e bars shell b• hot-dP g.l,!.L,.d or eI.., oplatad and t EMBED. AWs •G-' WASHER PLATE. WASHER PLATE. WASHER PLATE. WASHEA'�PLATE. orf to A.S.T.R. A-448. Grads C.' B. Aa..in.. r•at•nere shall be 2020-T0. All other fa•t°n•rs shell be O 121 -314'6 M. (21- 3/4'V M. BS valvent:ae steel or .aceto. aleese. All bola .hell c enter, to 8 24 (4)-• 114 S, M. S. (A). 114 S.M.S. L.L.• TO POST a (2)- 1/4"H . 2• TO POST &.(2)- 1/4"H z 2° P. S. T.M. A_ ene haus tend re cut ,Plea senor•. Hotel for bolts B $ hell be bolt el ... to, PI.. 1/16• ...lmu.. T EMBEDMENT TO R EMBEDMENT TO L.L. 20 7. Eap... to, bolts shall be Nil tl Ke1N Delta KB li carbon steel g equal (2)•I" -X G'CON 12)_1'PXG'CONC. Par 'I.C.B.O. E.R.N.. .627, All bolt° shall have a .lnl.ua eoncrat• 20 30 SLRB m/ 2• 3/16• STEEL FTG. 1•a 2" . 3/16° STEEL EMBED. A.B` EMBED. A•B• .edge dl stance of B bolt alae, tete. WASHER P GALV.. URSXER DL: e. Eden lnetellet ton hall beer en ld.ntLf,ing tev gluing the no.. and add coos of the .anutacturer, design lead" and ant lo•eblllty. t2I'- 518' MB. All it...psralning ee •4th Darticulsr Inecalletlon .hall b. circled, G (21-5/8°P M.B.Mb. L.,., ProZ.ct, ,Pacing. footing dateIi W. 7 O (4)- 114.. M. 378m. TO v05T a J( 8• EMBEO. Poet . ecce a 10. Oban lettlte P.tlo eovar mall not ee *,'doss. "p'tn any ty,Pe o1 0°110 B L.L=20 ANCHOR TO FTG. W/2 X3'X311G' L. L.30 t marl•!, and the e••lpn loads nava only. been apDlled t° cna nert,Pnal S,1 (2)-314.JOX8° (2)-314',0XB'LONC. yro3,ee.d ere. or the lattice, cart,:., be,.,, ate. Par I.C.S.O. ;STEEL GALVANIZE -WASHER EMBE'D•A.W EMBED. A.B°11 . For ecrltallrlee. references. Shoot rancae, ue Set 12 or 12 :To POST•. 318"0 X 8." EMBED. L L-30 :ANCHOR •TO FIG. . W62' X3 X3IIG' III. ISTEEL -GALVANIZE OT,AL c:Aa['•• -- '(>;• 114 S.M.S. TOPOST.a2= 5113 d f ' X 7- EMBED. `^ L.L.-20 ANCHORS .To FTG. •f W/11116'X2'X 114• i9 .... '•Da^ STEEL' WRSNER- PLATE. NO.. LCBO. ES EVALUATION REPORT N0. 5038 10.0.92 a .NOTED (Iffq1N """ FOX ENGINEERING FAC PN).° )r JAMES M. FOX. STRUCTURAL ENGINEER 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 00240 "'®N•FOM as"' TT, F nO COVER W/l8 MAX O.H. L.10,p2(-0�&�OP.SF WIND SPEED-100&I10M.PH. AL(MIA-GATT/CEPAT/0 COVER .. las Ara.(�rl K -'' U .- O P Y ..i:illcoLlvsr.". .(60.)208=��l001 :. �� _ K.K PES\DENGt V LATTICE RAFTER-' 3'x8'XA42" �f . q•C.RgRy.Fq X. aR0 C4 - J /D � SON\ SFE�_ Tq�t 9 EXIS' RESI ,40% OF RAFTER SPAN HEADER/ SCAM -� 20 21 / COMMERCIAL STRUCTURES TABLE A 3'k 80X.042' W LU POST SIZES AND FOOTING SIZES WICHANNELfNSERT Lp cr POST SIZE U) FOOTING SIZE Cb R MAX. POST HEIGHT ��-- 3L THICKSQUARE, STEEL I ' - 7" 11'-0" CONC. SUB, OPTIONAL POST, SEE TABLE (2)-5/8'•0 LL' N 70-B 3"SQx.OG2' YSQ X•062" 70-C 350. %A83" 3SQ x.083° 90 - B 3 50.X.063' 3050. x.083" 90-C 350..X.125' 350..x•125' FOR SIZE. 5Q. 18 X IB• x 2'- ' 2-11 -8' 3_--2,1W.� 210 3'-0"SQ 18°_ p x18 -6 SQ $a, - 18� 1x 4" 3- ' QIlr 3 2 - ' X 18• 18, J bbJ 70 �8.. 70C • •90 6 90 C 100.8 1 OO C 110 B . 0 O 90-C YSQx.083' 3 SQ.x .125" 750.X:188" 3'SQ.X •25" J _� LCo 0190C \.\".70 5'-7" 5=10 5'-0' MAX. MUTE:��/� ' WIND SPEED -8, EXPOSURE \2' NO CRACKS WITHIN 2'-6' OF POSTS SHALL FOOTING WHERE ' L,SO 1e/pC L: ZO CtVpE.l2. SjpUGO \Pt, 5 BE PERMITTED. POST OCCURS, SEE 13,-9" 13'-9" 13'-1„ OMM�Pj. SHALL BESET BACK ':1 qS\C6 %� A MINIMUM OF 4' FROM SLAM PLATE , ALUM . TTBLE FOOTNOTESI WIND SPEED Q EXPOSURE EXIS' RESI ,40% OF RAFTER SPAN NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCIOSCO. OPEN LATTICE -TYPE COMMFRCIAL CROSS - SECTION GENERAL HOTFI AND SPECIFICATIONii 1. Alualnu.design end at ....r• per the latest edition of the unbar. But ldl ng Code And the 1982- 882 edition of the Atu.lnu- Construction Manuel. 2: •... t. el.."u. allPy. .a, be eub.tit"tad roe thea. an.... provided they are registered .len the Aluslnu. A..oet.tton end ..v eeu.l or greeter ylald And intiLots strength*. ]. All on r•t..hall neve s ..leas 2B dry coeprualy •t length of 2,000 p.Sala Co.cr•t• also shall he.• sj• .Snl.u. thlckneei end an be In a.od c.naielon. •. All f.otlnpe Snell Deer on fir., .stare( un-dleturb.tl sell .r Nctl Tied fill. Deal" vert(..( loll b.ering PnssuI' 1.000 D.Sala S. All -telt eas0er. shall be not -dl, galv..i,,d or electroplated and anfor- to A.S.T.N. "", Ore,• c. B. Alu.in.. /..lanes• .hell b. 2024-74. All other feet•.•[• shell be gau..I,ad -tool a,_ e.d.lu. plead. All bolts .hell p fou t. A.S.T. M. A. sol end h. standard cut pllta 'a.seerb. Not as for Dolto halt be bolt disaster plu. 1/18• ... L.ua. 7. Espen -Ion bal to shall be Hlltl N.lk Bolts KB II cereon .teal or .Quill par I.C.8.0. E.R.No. 4627. All.'bolts .hal,l.hev...• Mi.i.U. cgncret0 alga distance or B bolt dtom•t• B. Each Inst.u.tl.n hell beer .'..'identifying tag glving, t11,• neo and .ddre...r the snaf tuns, d.agn 1oed..nd neloseb/llty: 9. All (teas p.rtalnlng to each P.rticutor ln.tellatlon shell be circled.. !. •., Pro1•ct, Poet spacing, rooting detail, etc. 10. open (attic. patio c.v r .halt not be enclosed With any type of. solid .aterlal, end the d.slgn load. heve only be.n applied to the norront•1 J. t!, .ra• or the 'lattice.' rertees, b•e•a, etc. per I. C:B.O. Fcor Ft artterl.. n . eeeil ref •r..e.., gee -haat II or 12 nr-,n1mt♦m nLwyynOLG nnr f CIM.O TNI - J AD A..LJ•+e L.L." 2C P,SF - J ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE A 70-B 3S0LX.OG2' 3"SQXDG2' 3-SQX•OG2' 3-SQ.X,083' W LU POST SIZES AND FOOTING SIZES IND - 11/18.5/18.1/ 30.6•Ps.F UPLIFT= 14.35/24.2/23.7/40 PST Lp cr POST SIZE U) FOOTING SIZE Cb R MAX. POST HEIGHT MAX. POST HEIGHT N 8 W ' - 7" 11'-0" 14'-(d" 18'-0' 8' -7" 1 I' -O' 14'-6" 18'-0' No Su W/SUB NO Sue W/SLAB NO SLAB W/Sue NO SLAB W/SAB (2)-5/8'•0 LL' N 70-B 3"SQx.OG2' YSQ X•062" 70-C 350. %A83" 3SQ x.083° 90 - B 3 50.X.063' 3050. x.083" 90-C 350..X.125' 350..x•125' 3'SO x.083" YSQ.X.083" 3"SO X.125' 3050. xJ88" '3' 54X.125" 3 5Q X.188 " 3"SQ X•188" 3"50.•X.25" 5Q. 18 X IB• x 2'- ' 2-11 -8' 3_--2,1W.� 210 3'-0"SQ 18°_ p x18 -6 SQ $a, - 18� 1x 4" 3- ' QIlr 3 2 - ' X 18• 18, J bbJ 70 �8.. 70C • •90 6 90 C 100.8 1 OO C 110 B -110C O 90-C YSQx.083' 3 SQ.x .125" 750.X:188" 3'SQ.X •25" J '5'-10' 1 5'-7" 5=10 5'-0' MAX. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCIOSCO. OPEN LATTICE -TYPE COMMFRCIAL CROSS - SECTION GENERAL HOTFI AND SPECIFICATIONii 1. Alualnu.design end at ....r• per the latest edition of the unbar. But ldl ng Code And the 1982- 882 edition of the Atu.lnu- Construction Manuel. 2: •... t. el.."u. allPy. .a, be eub.tit"tad roe thea. an.... provided they are registered .len the Aluslnu. A..oet.tton end ..v eeu.l or greeter ylald And intiLots strength*. ]. All on r•t..hall neve s ..leas 2B dry coeprualy •t length of 2,000 p.Sala Co.cr•t• also shall he.• sj• .Snl.u. thlckneei end an be In a.od c.naielon. •. All f.otlnpe Snell Deer on fir., .stare( un-dleturb.tl sell .r Nctl Tied fill. Deal" vert(..( loll b.ering PnssuI' 1.000 D.Sala S. All -telt eas0er. shall be not -dl, galv..i,,d or electroplated and anfor- to A.S.T.N. "", Ore,• c. B. Alu.in.. /..lanes• .hell b. 2024-74. All other feet•.•[• shell be gau..I,ad -tool a,_ e.d.lu. plead. All bolts .hell p fou t. A.S.T. M. A. sol end h. standard cut pllta 'a.seerb. Not as for Dolto halt be bolt disaster plu. 1/18• ... L.ua. 7. Espen -Ion bal to shall be Hlltl N.lk Bolts KB II cereon .teal or .Quill par I.C.8.0. E.R.No. 4627. All.'bolts .hal,l.hev...• Mi.i.U. cgncret0 alga distance or B bolt dtom•t• B. Each Inst.u.tl.n hell beer .'..'identifying tag glving, t11,• neo and .ddre...r the snaf tuns, d.agn 1oed..nd neloseb/llty: 9. All (teas p.rtalnlng to each P.rticutor ln.tellatlon shell be circled.. !. •., Pro1•ct, Poet spacing, rooting detail, etc. 10. open (attic. patio c.v r .halt not be enclosed With any type of. solid .aterlal, end the d.slgn load. heve only be.n applied to the norront•1 J. t!, .ra• or the 'lattice.' rertees, b•e•a, etc. per I. C:B.O. Fcor Ft artterl.. n . eeeil ref •r..e.., gee -haat II or 12 nr-,n1mt♦m nLwyynOLG nnr f CIM.O TNI - J AD A..LJ•+e L.L." 2C P,SF - J x 3'50. P05T + (2) - 2'X G 1/2' WIND SPEED & EXPOSURE 70-B 3S0LX.OG2' 3"SQXDG2' 3-SQX•OG2' 3-SQ.X,083' W a F I I I.O,C 17=9' 1 17=9' 17='J" 17=3" 17=9" 14=1;' 16110"1 70-C 3'SQXOG2' 3'SQ.XO83' SSQX 125" 3$0..X.125' 402 1 401. 40: 1 G'-0" 1 7'-0' 1 to 1 6'-8" a 90-B 3'50.X062' 3"SQ.x.083' 3'5Q.X-125" 3'50..X.125 L. L. - 30 PS. F. (2)-5/8'•0 g (2) -010 -IG (2)-014 SM (2) -810 -IG WIND SPEED -:8, EXPOSURE bbJ 70 �8.. 70C • •90 6 90 C 100.8 1 OO C 110 B -110C O 90-C YSQx.083' 3 SQ.x .125" 750.X:188" 3'SQ.X •25" 40% 40 t 40Y. 409•• '5'-10' 1 5'-7" 5=10 5'-0' MAX. AXIMUM ALLOWABLE HEADER/BEAM SMN-3'X6'X o42" B L:L." 20 P.S.F. - .WICHANNELINSERT ' WIND SPEED -8, EXPOSURE ( 4 -TOT) WI I V2 SQ• X '0:8�'- X70 C' 90 B. :90C ' 100 B_ I.1000:, / 1 [IOC J 13,-9" 13'-9" 13'-1„ ONPtIOt WASHER 1/4 WASHER L.L.-30 P.5.F, PLATE , ALUM . TTBLE FOOTNOTESI WIND SPEED Q EXPOSURE 1 CONCRETE SLAB (EXISTING OR NEN) COMPLETELY SURROUNOS NEW FOOTING. RATE, ALUM. 2.. CONCRETE SLAB ODES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCIOSCO. OPEN LATTICE -TYPE COMMFRCIAL CROSS - SECTION GENERAL HOTFI AND SPECIFICATIONii 1. Alualnu.design end at ....r• per the latest edition of the unbar. But ldl ng Code And the 1982- 882 edition of the Atu.lnu- Construction Manuel. 2: •... t. el.."u. allPy. .a, be eub.tit"tad roe thea. an.... provided they are registered .len the Aluslnu. A..oet.tton end ..v eeu.l or greeter ylald And intiLots strength*. ]. All on r•t..hall neve s ..leas 2B dry coeprualy •t length of 2,000 p.Sala Co.cr•t• also shall he.• sj• .Snl.u. thlckneei end an be In a.od c.naielon. •. All f.otlnpe Snell Deer on fir., .stare( un-dleturb.tl sell .r Nctl Tied fill. Deal" vert(..( loll b.ering PnssuI' 1.000 D.Sala S. All -telt eas0er. shall be not -dl, galv..i,,d or electroplated and anfor- to A.S.T.N. "", Ore,• c. B. Alu.in.. /..lanes• .hell b. 2024-74. All other feet•.•[• shell be gau..I,ad -tool a,_ e.d.lu. plead. All bolts .hell p fou t. A.S.T. M. A. sol end h. standard cut pllta 'a.seerb. Not as for Dolto halt be bolt disaster plu. 1/18• ... L.ua. 7. Espen -Ion bal to shall be Hlltl N.lk Bolts KB II cereon .teal or .Quill par I.C.8.0. E.R.No. 4627. All.'bolts .hal,l.hev...• Mi.i.U. cgncret0 alga distance or B bolt dtom•t• B. Each Inst.u.tl.n hell beer .'..'identifying tag glving, t11,• neo and .ddre...r the snaf tuns, d.agn 1oed..nd neloseb/llty: 9. All (teas p.rtalnlng to each P.rticutor ln.tellatlon shell be circled.. !. •., Pro1•ct, Poet spacing, rooting detail, etc. 10. open (attic. patio c.v r .halt not be enclosed With any type of. solid .aterlal, end the d.slgn load. heve only be.n applied to the norront•1 J. t!, .ra• or the 'lattice.' rertees, b•e•a, etc. per I. C:B.O. Fcor Ft artterl.. n . eeeil ref •r..e.., gee -haat II or 12 nr-,n1mt♦m nLwyynOLG nnr f CIM.O TNI - J AD A..LJ•+e L.L." 2C P,SF - J VIND SPEED B EXPOSURE 3'50. P05T + (2) - 2'X G 1/2' WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE W 70 - B 70-C 70 B 1 70 C. 90 8 90 C 1008 100 C 110 B I I I.O,C 17=9' 1 17=9' 17='J" 17=3" 17=9" 14=1;' 16110"1 4e 402 1 401. 40: 1 G'-0" 1 7'-0' 1 5'-7' 1 6'-8" 5-0" MAX. L. L. - 30 PS. F. (2)-5/8'•0 (2)-.1145 (2) -010 -IG (2)-014 SM (2) -810 -IG WIND SPEED -:8, EXPOSURE EA. LEG (q_ TOTAL) 70 �8.. 70C • •90 6 90 C 100.8 1 OO C 110 B -110C 14'-9' 14'-9° 14=9' 14'-9• 14'-9' 14=1" 14_9 12=9' 40% 40 t 40Y. 409•• '5'-10' 1 5'-7" 5=10 5'-0' MAX. AXIMUM ALLOWABLE HEADER/BEAM SMN-3'X6'X o42" B L:L." 20 P.S.F. - .WICHANNELINSERT ' WIND SPEED -8, EXPOSURE ( 4 -TOT) WI I V2 SQ• X '0:8�'- X70 C' 90 B. :90C ' 100 B_ I.1000:, 1108 1 [IOC 13'-9" 13,-9" 13'-9" 13'-1„ IS -9'' 12'3" WASHER 1/4 WASHER L.L.-30 P.5.F, PLATE , ALUM . WIND SPEED Q EXPOSURE 70 B 1 70 C-1 90 B 90 C 100 B 100 C 110 8 110 C FASTENER CONNECTION TADLE B J RAFTER TO BEAM' CONNECTION 3'50. P05T + (2) - 2'X G 1/2' WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE W 70 - B 70-C 90-B 90- C p 10 RAFT. TO BEAM TO RAFT. M BEAM TO RAFT. TO BEAM 70 .RAFT. 10 BEAM 70- B ® L.L.. 20 P.S.I. & 30 P.S.I. L.L. • 20 P.S. I. & 30 P. 5.1. 70-6 a (2)-*14SJAS.(2)-#10-IG 70-C (3)°5/8"0 (3)-5/8" OF (2)-1114SMS(2)-1110-IG (2)-5/8'•0 (2)-.1145 (2) -010 -IG (2)-014 SM (2) -810 -IG I4. EA. LEG (q_ TOTAL) X 3/4 TEKS EA. LEG EACH LEG 14 -TOTAL) X 3/4 TEKS EACH LEG EACH LEG (4 -TOTAL) X 3/4 TEKS EACH LEG EACH LEG 4.70TAL X 3/4 TEKS FACH LEG . WI 1121SQ X ( 4 -TQT.) W1 11/2 So x ( 4 -TOT) WI I V2 SQ• X ( I (4 -TOT ) TOT) W11112 SQ. X SHT- 11 1/4 WASHER V4 WASHER1/4 WASHER 1/4 WASHER PLATE , ALUM . PLATE,ALUM. PLATE, ALUM. RATE, ALUM. ALLAY GOG- ALLOY GOGITG . ALLAY GOQTG ALLAY 606FT6 NOTE: ITM TYPES F7 MND Tn ARE UIEYM i0R S A COIIATIOM. DOST TYPES L2L sNO 0 ARE USED FOR'FOOTIMG CONDI N. ' OF kv, 6 ME�At;.♦ 07% i yC ( /y1� H V:vRui�� O / gats tA�E°: ERS t ' .............:'. f IA FOX v • gat E •'�ho.261\ d B.O. E.S. [EVALUATION NO. 5038 BEAM TO POST CONNECTION 3'50. P05T + (2) - 2'X G 1/2' TABLE C WIND SPEED70 & EXTIOSURE BEAM TO POST WIND SPEED & EXPOSURETO BEAM TO POST a U J J 70- B ® ® O 11 ' J J 70-6 a 0 70-C (3)°5/8"0 (3)-5/8" OF 70-C 011 (2)-543";' (2)-5/8'•0 90-B@ (3) (3)-1/2'/d 90-13 (2)-5/8'0 (2)-5/8'0 90-C 22 (3)- 1"j2r (3)- I"X 90-C (2)- 1"0' (2)- I NOTE: ITM TYPES F7 MND Tn ARE UIEYM i0R S A COIIATIOM. DOST TYPES L2L sNO 0 ARE USED FOR'FOOTIMG CONDI N. ' OF kv, 6 ME�At;.♦ 07% i yC ( /y1� H V:vRui�� O / gats tA�E°: ERS t ' .............:'. f IA FOX v • gat E •'�ho.261\ d B.O. E.S. [EVALUATION NO. 5038 POST TYPES Q 3'50. P05T + (2) - 2'X G 1/2' eg►np maam FOX ENGINEERING .... „p e,,.,,p. E JAMES M. FOX, STRUCTURAL ENGINEER •Deo TBLEGRAPN RD. DOWNY, CALIFORNIA 00240 • X .024' W / (8)-# 14 SMS. 02 3'S0.•POST+(2)-'2'XG 1/2" _� $ of 12 X.032° W/(8) -*14• &M.S. © 30 SO. POST + (2) 2"X 61/2' X0241 W1(12)-•14 S -MS. ® 31SOL POST+(2) - 2'X G 1/2" X.032' W/ (12)=*14 S.M.S. NOTE: ITM TYPES F7 MND Tn ARE UIEYM i0R S A COIIATIOM. DOST TYPES L2L sNO 0 ARE USED FOR'FOOTIMG CONDI N. ' OF kv, 6 ME�At;.♦ 07% i yC ( /y1� H V:vRui�� O / gats tA�E°: ERS t ' .............:'. f IA FOX v • gat E •'�ho.261\ d B.O. E.S. [EVALUATION NO. 5038 .. 5 - IS -92 A 15 K K CHANGED SHTY 5 TO 8 eg►np maam FOX ENGINEERING .... „p e,,.,,p. E JAMES M. FOX, STRUCTURAL ENGINEER •Deo TBLEGRAPN RD. DOWNY, CALIFORNIA 00240 stens a Moa s.,. ATTACHED LATTICE - TYPE STRUCTURESlas L•L.20 & 30 PSF IND SPIED & EXPOggURE 70B 70G 90B &90C V UMA-LATTICE PATIO COVER9287COMMERCIAL AssePORT LLEY ALUMINUM COMPANY LINcoLN Sr.. rBoz/ZP8 62z4 L _� $ of 12 �. NDTED - KK. 3 t LATTICE SEE DETAILS SHL II 'IG'MAX. OVERHANG RAFTER, ( 3' X 8'X.042') POST: SE 3� THICK CONC. SLAB SHTS 91 OPTIONAL SIZE. I ' 1 1 NOTE: NO CRACKS WITHIN L � 2'G'OF POSTS SHALL BE PERMITTED POST SHALL BE SET BACK A MINIMUM FOOTING OF 4" FROM EDGE OF SLAB- SEE TABLE A SEE TABLE A F( SIZE, POST SPAC FTG. SIZE b MIN. OF POSTS. FOP StE� SP0 � NOTE: THIS OPEN LATTICE -TYPE 'STRUCTURE' MAY NST -BE ENCLOSED. FREESTANDING OPEN LATTICE -TYPE PATIO COVER 1 MAXIMUM PROJECTION 24" LATTICE244' MAX H. n n n n MAK OJi 1 I CROSS-SECTION I/HEADER I WI SIDE PLT? TYP. GENERAL NOTES AND SPECIFICATIONS: I. AlualnuaCaslon and "tresses •[ e per the latest edition of the Unlfs[a 8,Ildlno Coda and the I9e2 edition of the Allain. Construction .Ch"I. 2. Alternate elu,i... alley. say be substituted for tho.e aho.n, .0 ,id:d . �tner • reglaeer•e .Itn ena Alu,tnu. A..oPl,tian an nae. •au.1 .r graate�'r le Ed ena uul.eta .t,.ngtn.. 3. All o ret. shall nava • mini... 28 day coapressla• strength o1 2.000 p. °mien C oncrata Bleb shall ha.. 3(• .i.lsu. tni.Nn..s end shell be in ... gonel Igrim A. All footings shall bur rite, natural n-dlsturb.e s,u ertlrl.d rill. De.lvn „reieat soil bearing pr...u,. 1,.D. P., r.' S. 'All steel .amber° ehsll ba hat -dip g•laahir•d or elsetroplat.d and onfor. to A.S.T.M. A-44 6. Grad• C. B. Alu.inu. fset.nar• shall be 202/.Ta. All other feat.n•ta shall be get...i.ed steel cad.lu, plated. All bolts shell .nlo[. to A. S. T:M. A-307 and he,, standard cut plot, dash.[.. Moles for bolt• nal l.b• belt elaset.r plus 1116' .e,l.u.. 7. EXpenelon bolts shall b• Mlltl K.lk Bolts KB it carbon steel or Iqu,l per E. C.B.O. E.R.Mo 0627. 'All bolts .hdll.h_ • Mini... concrete ad,. distance of B bolt ela..ter.. B. Earn lnatel letlon .hall bear an Identifying tap gl.ing tri• nada and address of thea .,f,,turo,, design load. and enpl..obil lir. B. All It- Pertaining to each particular Installation shell be circled. 1.e., project. post spacing, footing data ll, etc. 10. open taetlr• peelo a shalt not be mh.I..ad .lth any type or solid .start °!, ane the d*,ig" load, na..... y be•n.apptlae to the hortante, Project aa "res or the lattice, rarears, be..s. mese oar I.e.e.o. rruerl.. n. ro a este. roreranr.....• sneee II or 12. [SEAM TO BEAM/HEADER RAFTER LATTICE / COMMERCIAL STRUCTURES TABLE WIND SPEED & EXPOSURE o w POST SIZE AND FOOTING SIZES BEAT R Cr POST SIZE FOOTING SIZE TO RAFT. . W BEAM (1) 3-9 MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT 3 1/2'THICK O0N45LAg0?Il w 8 71 1 10" 14'- G' Id -ON' I iJ I I LJ d CROSS-SECTION I/HEADER I WI SIDE PLT? TYP. GENERAL NOTES AND SPECIFICATIONS: I. AlualnuaCaslon and "tresses •[ e per the latest edition of the Unlfs[a 8,Ildlno Coda and the I9e2 edition of the Allain. Construction .Ch"I. 2. Alternate elu,i... alley. say be substituted for tho.e aho.n, .0 ,id:d . �tner • reglaeer•e .Itn ena Alu,tnu. A..oPl,tian an nae. •au.1 .r graate�'r le Ed ena uul.eta .t,.ngtn.. 3. All o ret. shall nava • mini... 28 day coapressla• strength o1 2.000 p. °mien C oncrata Bleb shall ha.. 3(• .i.lsu. tni.Nn..s end shell be in ... gonel Igrim A. All footings shall bur rite, natural n-dlsturb.e s,u ertlrl.d rill. De.lvn „reieat soil bearing pr...u,. 1,.D. P., r.' S. 'All steel .amber° ehsll ba hat -dip g•laahir•d or elsetroplat.d and onfor. to A.S.T.M. A-44 6. Grad• C. B. Alu.inu. fset.nar• shall be 202/.Ta. All other feat.n•ta shall be get...i.ed steel cad.lu, plated. All bolts shell .nlo[. to A. S. T:M. A-307 and he,, standard cut plot, dash.[.. Moles for bolt• nal l.b• belt elaset.r plus 1116' .e,l.u.. 7. EXpenelon bolts shall b• Mlltl K.lk Bolts KB it carbon steel or Iqu,l per E. C.B.O. E.R.Mo 0627. 'All bolts .hdll.h_ • Mini... concrete ad,. distance of B bolt ela..ter.. B. Earn lnatel letlon .hall bear an Identifying tap gl.ing tri• nada and address of thea .,f,,turo,, design load. and enpl..obil lir. B. All It- Pertaining to each particular Installation shell be circled. 1.e., project. post spacing, footing data ll, etc. 10. open taetlr• peelo a shalt not be mh.I..ad .lth any type or solid .start °!, ane the d*,ig" load, na..... y be•n.apptlae to the hortante, Project aa "res or the lattice, rarears, be..s. mese oar I.e.e.o. rruerl.. n. ro a este. roreranr.....• sneee II or 12. FASTENER CONNECTION TA(3LE TABLE B [SEAM TO FREESTANDING LATTICE / COMMERCIAL STRUCTURES TABLE WIND SPEED & EXPOSURE o w POST SIZE AND FOOTING SIZES WIND II/18.5 /18.1 /30.G UPLIFT 14.35"/24.2/23.7/40 R Cr POST SIZE FOOTING SIZE TO RAFT. . W BEAM (1) c6 g MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT g8'-7" w 8 71 1 10" 14'- G' Id -ON' 11 -0" 14' 6' 18-0' NDSLA W/ SLAB' ND SIAS WiSLAe NOSLAB W/3LAB NO SLAB WISLAS • d 70-B 70-C 50-8 YSQ.X.OG2' 3" SO.X.OG2' 3"SQ.X083' 3'54.X.083 354X.083' 3'54.x.083' 3'54•x.125° 3'SQ X388„ 3'94.x.083" 3'34.X.083" 3'SQ•x.125' _5'54.x388' 2' -G Sri 3-2 SO - I A.+ 3-2 SO %2, I % ' IB•p - - IQ; 3'-8"SQ. % 1•4„ 90-C (2)- 1°F' O N 90-C YSQ.X J25" 3"50..X.188° 3'54X.25" 3VSQJ(J88' -4 I(I'A+ 3-7 SQ I1 >• 3-11' Ia 4'-2'„511 S"' X Q - EACH LEGX 3/4 TEKS EACH LEG t. .J (4 -TOTAL) EA. LEG 14 -TOTAL) EACH LEG J EACH LEG 14 •10TAL I EACH LEG. (4 -TOT.) ( 4 -TOT.) . li (/1 d 70-B 70-C 90-8 90-C 3'SQ.X0G2' 3'SQX.OG2' 3'SQ.XDG2 3'SQ.X.083' 3'54.x062' 3'SQ.X083 38Q'XJ25' 3'5Q.X.125" 3'54.X.062' 3"SQ X 083° 3'54X.125° 354 X125' 3'50,X.126" YSQ.X.125' 3"SQ.XJ88' VSQ.X .25' 2-4 SQ. 1 - -9 %12 G' 2'11 2-1 " 3x 01 B' X 2'- 3X318' X I'_ " 3X 18+ IQ_�' 6 2''9 ,_Gra 3'-O' %lel - X 2-I I' X 3'- " 3 7 % • 3- - IB Wn 12.54 X W/ IVz. SQ. X J W11112 SQ. X J 1/4 WASHER 1/4 WASHER TABLB FOOTNOTES; 1/4 WASHER 1. .CONCRETE 2. CONCRETE SLAB (EA IBTINL ON MEN) COMPLETELY SURROUNDS NEW FOOTING: , OL.TNEs-INXTALLATION. SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART PLATE.ALl1M. FASTENER CONNECTION TA(3LE TABLE B [SEAM TO RAFTER TO BEAM CONNECTION J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 70 - B 70-C 90-B 90- C ~ TO RAFT TO BEAM TO RAFT. . W BEAM TO RAFT. T.0 BEAM I TO RAFT -1 10 BEAM C L.L.= 20 P.SJ. & 30 P.S.I. L.L.• 20 P.S.I. b 30 P.S.I. J. (2)-#14S.M5-(2)-#IO-IG 70-C' (3)=5/8"0 (3)-5/8' 01 (21.1114SM.5 (2) -410 -IG (2)-#145 W (2)-0ID-16 (2)-#14SMS (2) -#10 -IG 90-C (2)- 1°F' EA. LEG X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEGX 3/4 TEKS EACH LEG X 3/4 TEKS (4 -TOTAL) EA. LEG 14 -TOTAL) EACH LEG (4 -TOTAL) EACH LEG 14 •10TAL I EACH LEG. (4 -TOT.) ( 4 -TOT.) (4 -TOT) (4 -TOT) 14 Wn 12.54 X W/ IVz. SQ. X W( 112 SO. x W11112 SQ. X 1/4 WASHER 1/4 WASHER 1/4 WASHER 1/4 WASHER SHTII PLATE.ALUM. PLATE.ALl1M. PLATE,ALUN. P.ATE.ALUM. ALLOY GOG4-TG ALLOY GOGITG . ALLOY GOGITG ALLOY GOGFTG POST TYPE5 p.WSQ.POST +(2)-2'zG1/2' X .024' W I (8)-# 14 SMS. Q2 3' SQ• POST+ (2) -'2'x G 1/2" X .032' W / (8)-* 14 • S.MS. © 3' SQ POST+ (2) 2•X 61/2" X 0 2W W/(12)-• W S -MS. ® 3450. POST+(2) - 2'X G 1/2" X.032' W/ (12)=114 S.M.S. EM TYPES Fil AND 0 AREUSE. �DR B)p CORDITEOW. ST TYPES IMO ARE ARE USED FOR FOOTING :0x01 DN. ^44s ICBG E.S. EVAU WTION REPORT NO. 5038 [SEAM TO POST CONNECTION IO 15 KX. CHANGEDSHT#GTO9 TABLE I C WIND SPEED D�SURE TO BEAM TO POST WIND SPEED & EXPOSURE TO BEAM TO POST a u J _J 70- B ® C O ''1 " --I J 70.8 J. ❑2 70-C' (3)=5/8"0 (3)-5/8' 01 70•C (2)-5f8'9' (2)- 5/8'X 90-8 (3)-1/2',0 (3)-1/2',0 90-B (2)-5/84.0 (2)- S/81,0 90-C (3)- IAx (3)- I"PI 90-C (2)- 1°F' (2)- 110 POST TYPE5 p.WSQ.POST +(2)-2'zG1/2' X .024' W I (8)-# 14 SMS. Q2 3' SQ• POST+ (2) -'2'x G 1/2" X .032' W / (8)-* 14 • S.MS. © 3' SQ POST+ (2) 2•X 61/2" X 0 2W W/(12)-• W S -MS. ® 3450. POST+(2) - 2'X G 1/2" X.032' W/ (12)=114 S.M.S. EM TYPES Fil AND 0 AREUSE. �DR B)p CORDITEOW. ST TYPES IMO ARE ARE USED FOR FOOTING :0x01 DN. ^44s ICBG E.S. EVAU WTION REPORT NO. 5038 .._7.28.92 , •NOTED IO 15 KX. CHANGEDSHT#GTO9 .o$ -l>» FOX ENGINEERING ►Ax e ° E JAMES M. FOX. STRUCTURAL ENGINEER- 8060 T8L80 RAPM RD. DO8/NlT. CALIFORNIA 90260 JAAr•).LFOfI �.:. FREESTANDING TRUL, IE-TYPE1--9?-152R7 COMMERCIAL STRUCTURES L -.L-20 & 30 PSF WIND SPEED b EXPOSURE • 70.8 70-C 90-B 8 90•C lI11L4-LATT/CE PATIO COVER !as,vim evl . LLEY- ALUAANUM COMPANY- W. L/NCOLN.ST. _ (6021278-8224 L36.02 (� OF esF•aT 12 ~ --'-K.K. ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE A U-1 POST SIZES AND FOOTING SIZES WIND - 22.3/37.15/27/45.5 UPLIFT- 29.2/49.2/35.3/59.5 w POST SIZE 32GbOIX48I&X"'95QXg'TOX3-4'4'-ISQXI 6UX3'•8" '- bX3-11' FOOTING SIZE GO 0 MAX. POST HEIGHT MAX. POST HEIGHT 3 0 0- W 87--7' 7 11-0" 14'_ 18'-0" 8'- 7" II -01 14'-G" 18'-0' NOSLAB WISLAB NOS -AB WISLAB NOSLAS IWISLAB NOSLAB WISLAB 3"SQA:188 100 B 3-S0.x082' 3'$1X125' 35QX-188' 35(Lx.18B* 3L2t=8d0XV-103'•SSQXg06XSe 3=850X, }15(3=4" 3=1150.X18' b)13=8' 0 100 C 3'SQ.X.125' - 3'$0.7.188' 3'SQ.X..I88' 31reSQ:%J88' 3GSOx• 3'0° '9SU9180X3!4' 4tl¢QXIS 44tOM'18"m S -ll' D_ 110 B 3'SQXI25' 3'50.1.125' 3'SQX188° 3'SQX.25' 3-lrS0jUd 18VXS-O' 3.75QXg I&X3!41 YI 801X58" 4•2754%18 6040" N 110 G 3'50.x125" 3'SQx1B8' 3'50.X25' 3P2'SQX25' 3.7 .xl 18),x32'3=ICYSQX618oX3t 5° •-25QX18 'X3!9' -G"SQXe46X4-0" 3H7sQX.188' 3'SQ%188° 31254.X.25' 3'-7'50.X, 1877( J J •J W. '100 B 3%QX.O59' .O" 3'SQXB3 350.,X•125' 3"50.X.168' 3-IOSQX 1A9-16° 3!2' IXUB IeOXZLI SG�"er 6ax3.2 3=8SaJC 18'ex34' li 0_ 100 C 3"SQ.x175, 3"SQx.188" 3SQX.IBB' 2i12SQX189 32GbOIX48I&X"'95QXg'TOX3-4'4'-ISQXI 6UX3'•8" '- bX3-11' OM 110 B 3'SQ-X.063" 3'SQ,X-125' 3°SQX..I8B' 350.X.186' !Z9aKG 16dX2!10' 3�5 XIB"I&X$O' 'B5Q X$4f S-IISQ 1&X7'- 100-C (3) 4;' 0M -6f 110 C 3'SQ. X. 125' 3"SQA:188 3"5QX .25' 3LZSQX25' 3-75QK.18 g"pX12' 3'•713,X, 'M'eX3-5' ' 2!SQX Q",k 3y9" '-G &x410 J (3) I'd M.B' Q Q0 I10 -C 3-Q•%.125' 3"SQ.X .188" 3"50..X.25° 312'50.X, 25" 3�Y§gJl iB'18'v S-dW 18'18'Ax J. 100-C 3'3Q.x.125° 3'SQ.x.188" 3'SQ.x.25° 312SQJGIE0 S-49QX-1818'pX I NOTE: REFER TO SHT. 8 & 12 FOR CROSS-SECTIONS & DETAIL CONNS. I TABLE FOOTNOTES, 1. CONCRETE SLAB (EXISTING OR NEN) COMPLETELY SURROUNDS NEN FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE C015TRUCTED AS ,PART OF THIS INSTALLATION. FASTENER CONNECTION ( ATTACHED & FREESTANDING) TABLE__.9_ RAFTER TO BEAM CONNECTION J WIND SPEED 6 EXPOSURE WIND SPEED 8 EXPOSURE a 100 B 100 C 110 B 110 C LLl TO RAFT I TO BEAM 170 RAFT TO BEAM TD RAFT ITD BEAM ITO RAFT ITO BEAM L.L- 20 PSF- & 30 P.S.F LL.= 20 PSF & 30 P.S.F• 121-145."-5 (2)-114- 14 121-14 S.MS. (2)-114- 14 121-14 SM.S. (21-114 -14 (2)-114 S.M.S. 12)•114-14 ID TEKS, EA. EA- LEG LEG. 'EA. LEG TEKS, EA. EA. LEG TEKS EACH EA. LEG TEKS, EACH (4 - TOTAL 1 L 4 -TOTAL) (4- TOTAL 1 (E4 . TOTAL) ( 4 -TOTAL) EGTOTAL) l 4 -TOTAL) L(4 -TOTAL) 4G.TOTAL 1 $HT II O N- BEAM TO POST CONNECTION(ATTpcHEDaFFEESTANDNG)TAeu D WIND SPEED & EXPOSURE BEAM z 4111. n TO POST SHT II WIND SPEED &EXPOSURE BEAM Sir/ II TO P05T slit II LL ds O N II J J 100-8 (31-518"d M.9 (3)-314VM.V 01 CL 10 • J J 100-B (31-r�,gp M.Bs (3) VA 100-C 131-314YM 8' 131-I°d M.B° 100-C (3) 4;' 0M -6f (3) 1`0 MB! 110-B 131-314dM B 131-1"O M.B S (3) 31 Ilk 9' L IQ -B 4 (3) 314'10 MLSS I IO -C 131-1'0 M.B$ (3)- 1'd We I I0 -C (31 1A MB." (3) I'd M.B' Q Q0 I10 -C 3-Q•%.125' 3"SQ.X .188" 3"50..X.25° 312'50.X, 25" 3�Y§gJl iB'18'v S-dW 18'18'Ax (n 100-C 3'3Q.x.125° 3'SQ.x.188" 3'SQ.x.25° 312SQJGIE0 S-49QX-1818'pX 0_ 110-8 3°•50X-083' O N- FREESTANDING LAI -ICE / COMMERCIAL STRUCTURES POST SIZE AND FOOTING SIZES WIND - 22.3 cr POST SIZE o3 N MAXIMUM FOST 'HEIGHT Qt i x 8'-7° 11'-0" 14'-G' 18, -OE 8 7 UJ NO SLAB Wl 100-B 3'SQX.083" 3'SQ•X 125' S'SCIA-188' VSQ.x 188" 34SQXter 180 100-C 3'SQ%.125' 3"SQX.188" 3'SQX25' 3N2SQX188' 3'-6SQXIs 181,1 110-B SSQX.125" 3'S4X.125" 3'SQx.188" 3'SQ x.251 3•-45Qx19' IB'F1 Q Q0 I10 -C 3-Q•%.125' 3"SQ.X .188" 3"50..X.25° 312'50.X, 25" 3�Y§gJl iB'18'v O N- J J IOO-B 3'SQX.OG9" 3'SQX.083'' 3"52X)25 3'SQx-188% S-dW 18'18'Ax (n 100-C 3'3Q.x.125° 3'SQ.x.188" 3'SQ.x.25° 312SQJGIE0 S-49QX-1818'pX 0_ 110-8 3°•50X-083' 3°SQ.X.125' 3.5Q.X•188' 3'SCLXIBS" S-2'80X1818w 110-C YSQx168" 3H7sQX.188' 3'SQ%188° 31254.X.25' 3'-7'50.X, 1877( J •J 11'- O' 147 G AB WI SLAB NO SLAB I NO! I NOTE REFER TO SHT• 9 $ 12 FOR CROSS-SECTIONS & DETAIL CONNS.� TABLE FOOTNOTES[ 1, CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. ./ALUAnoNGeo E.S. r 1NONE0.1 2 FOX ENGINEERING PAN REPORT NO. -- K.K E JAMES M. FOX, STRUCTURAL ENGINEER 5038 NON. 7[1. BOMA PW NO. ..... ..N.. TABL E 12149.2/35.3/59.5 Z EIGHT 18'-0" 4-1 ASSEMBLY INSTRUCTIONS FOR FASTENERS TO WOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAG SCREWS SHALL HE BORED AS FOLLOWS: THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN WOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE -LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A BANNER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD HOLES FOR WOOD SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN WOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SMALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SHANK AND THATRECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE MOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER POOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON WOOD SCREWS OR IN 'ITIS LEAq HOLES TO FACILITATE INSERTION AND TO- PREVENT DAMAGE TO THE WOOD SCREW. NIND SPEED *EXPOSURE - 00-e loo -C, 110-8 A Ito C GENERAL NOTES AND SPECIFICATIONS: 1 Alf .. d..... ane air..su ... per the latest edition o/ tho Unlroro 'B.11alng Code end the 1682 edit to. or the Alu.l.u. Con.er.t% 2. Alternate elu.lnum alloys Asy be e.bstltut.d for thud. aho.n. provid.d they era r.gisc... d .lth the Alu.lnu. Association and he.. •0..1 or g r.Ator ylale and .1 last. strength.. 3. All on nc• shalt nave o sol... 28 day c..Praasly. strength or 2,000 P...1.- Con... to •1•b .nett n... 3I• elni .. tnleN.... ane .hall be in good condition. 4. All fo•tingd *Mil gear n Ilv. n. tura, un-di.t.rb.d •oil or S. 1•reined rill. Dulgn vert/./ .all Puring p ....... . 1,000 P. 5.F. 151 - steel .. be.halt be not -dip galwniad or .lertropl.t•e And e. �o.Ior, to A.5.7.A.te A -CAB. Or.d. C. lueinue '.stens. .hall be 2024-74. All other rest•ner. hall b. galvanitse steel or c.d.lu. pl•t.d. All bol to .h.11 eO,for, t0 A.s.r.M. A-307 end n.°. a•ndara cue glee. ...nor.. Hdt.s for bolts nett b• bolt dls.•br P1.• Ta. u.I" . 7.•,;E.pansion bolt. •..11 b..Niltl Neill Bolts NO 11c•+bon •t•eA o •dual .ale. I.C.B.O. E.R.Ne. 4627. All bolt° shall have • .into.. concrete ad.. distance or 6 bolt dl ... tore. S. Each Installation hall be., .n td..tlrying tag glving the nada And •ddr .o ,I the ,.fact.»e. design lo.do a,d .ncl0ublllty. S. All ltus porN In lnp Ling. P•+t lcu Lr Into l•tlon analI b../,clad. 1. a.. Peeleee, Poat °Pacing, footing detail. etc. tae bpen lance Pat to a anal/ not be •,closed alt, any type o/ •alta .diad./, end. the d•.io^ load. he,. nnIy b..n alp:I lad to the nor.:nt.I Pr•J.atee ere. or the l•ctica, r•/tor., Oases, etc. per I.C.B.O. c ret:ria. 11.' For 11 date// references. •.o Sheat It 01'12 AOM ..n92- 19287 INtQI 10 or- 12 -}-3.0' �2.75'� R•.05" 2.0' R.•05°STEEL +20' 3.0' 3' L-7'X4�'X3)4•%O'-3° X.046' --{'.625' r I R•,O S' I R=.OS' ' P R •.05 I I/2 SQ. LATTICE 3'.00. MINIMUM EA. SIDE (•2-TOTAL) �L POST FOR LATTICE -TYPE,S)FT:2 L-7'X6'X 7l B'%O'-3' I THRU BOLTS E A. SIDE (2-TOTALU I / # % 2 O 8 X 2TS.M.S..) FOR ROD FEp'TYPE, .7 I I POST 7C, @ . ER(T N 845E CONN. TABLE G. 5' 1 i[REFER FOR THE TYPE OF 14 GA. STL X 8 7• 2 5 RUCTLRE SELECTED CHANNEL SEE TABLES 3.0" 024' I.5• .018' - - - --- 3' 8.0" INSERT ASTM A36 FOR THICKNESSES 6.5' 042 31SQ. POST I R FORE THICKKNESSES .024' 1.75' RAFTER i Alm .032' TYR SEE TABLES - j FOR USE AS - ---- -- - RAFTER. I CONCRETE ANC110fi5 SIRAFTE E ( RAFTER I REFER REFER TO RAST BASE BASE 3004 - H36 EA. SIDE 3004 - H 36 CON\.. TABLE FT TYPE OF STRUCTURE 3004 -HSG 3004 - H3G ALUMINUM ALUMINUM SELECTED. ALUMINUM i ALUMINUM .t ' BEAM /HEADER W/CHANNEL INSERT I RAFTER 2 POST W/SIDEPLATES 3 1 Y2 SQ LATTICE 4j LATTICE-TO RAFTER CONN. 5 DBL ANGLE MST BASE CONN. G NOTE 9 TOR SIZE 6 F10 OF FASTENERS / A.B. � SEE CONNECTION TABLE FOR THE PARTICULAR PATIO COVER OR ROOF STRUCTURE SELECTED. NOTE: FOR SIZE OF STIFFENER/MASTER ES. SEE POST BASE CONNECTION TABLES. I --}2 77 . _.._ _.� 8 8" RAFTER 6 112" RAFTER (a1 24.0.L. 3'%8'%D42'RAFTER _. L I7,' -x 8'X.042' WI INSERT /BEAM 12I IC' 212' WARM,/. EA ANGLE4(2) a I WI STO. WASH R. NOTE: FOR SIZE OF STIFFENER/.'SNER PLATE, BASE CONNECTION TABLES. '/" 090'THK. �,{I-- (Z 24 ° 0. C. 1/2• IIZ°' W / WASHER RATE SEE'TABLE SHT 2 J -3IDE OF RAFTER �EA SIDE CF RAFTER 11/2" •040°@63004-H36LUM TYP .040°@ ]004-N 36 ALUM. �.__...- SEE POST I I ,TYP TYP (2) TOTAL, AULM ALLOY .y THIL i .I t- 6061 -T6 NCENTEROTED IN DETAILS BE @CENTERLINE - _ IA ALUM.ALLOY: 6063.76 OR 17/8P I I W 42' 2 I I 3004 - HSG BEAM HEADER; I I ALUM. ALLOY + yI/2�M,S EDGE I :'^�AN�.-FASTENER�PER L.L.=10 IA +. -� - L I 6063-TG OR 3004-H3G I TYP. . DETAIL 2�°u 3)-SIB°OMB 1•R 1.1�` ALUM.ALLOY GOGI-T1, [' --- - I -L.L.•20 9' 212E % 3) - 1/2"AM.B. I 3`x2• 531x2° 8 2q%2'Z 1 f A G2 RAFTER SX 8'X.042' HEADER 1" W/CHANNEL INSERT ------ �SIDE SEE VARIOUS DETAILS I IZ• 3X114 NCGlE, EA. OF POST. A.S.T.M. A-44GT FY•40 K SI Fo� E s NO, OF FASTENERS / 3 5 I 1 ° 8" RAPIER NOTE: M W • 2 1/8' OR 1 7/B'FOR 6 1/2'RAFTER B ROTE: 3'50. POST A.B? SEE CONNECTgN TABLE FOR IE(E PARTr%LAR%T LOVEROR IG % 2 /2 REFER TO SHIT, 10 FOR USE OF THIS CONN. Flt w-JI/8'OR 27/8 FOR 8" RAFTER. REFER TO. SHT 2 FOR ROOF STRUCTURE SELECTED. USE OF THIS CONN. POST BASE BRACKET/ STEEL M71 POST BASE FLANGE BRACKET/AWM: 8 BRACKET / RAFTER /To BMMDR. 9 ANGLE CONK RAFTER/HEADER BEAM 10 °U' BRACKET - GENERAL II DDL:ANGLE CONN-0 HEADER/ POST 12 SIZE B NO. OF FASTENERS I A.S.', • �• 112°X 112' X rD62l( L • 3") - \ SEE CONNECTION TABLE FOR THE 601,3 -T6 ALUK CR I V2 X I If +.� X .040 3004-M36 ALUKf L•3' \ PARTICULAR PATO COVER OR ROOF • STRUCTURE SELECTED. .� i, EA. SIDE. -- 3'SQ COLUMN. A. 2J'(2� POST BASE �® �""•""" `,F OF vrss'.,S • - ,;yE.,�' . + � ��•..'-••. �. _____ 1 LEy 2 -y8 SMAS: FA. SIDE b RAFTER SEE TABLES X3�16"STL ( AS.T.YR f1, � FINISH GRADE c \ I D RAFTER @ eII"'j (-24 °O.1,. MAX. TYP = _ �d 24° O.C.MAX J b o o 11 _ 6-IIu __ I-1- 1 gpii t2 �� 15/w'xl w' 1 ! f, s 1 j5-I c Yii HOLE CVR.CIB01 S°MIN• I _�`9?AOkET ETCH RAFTER RAFTER 1 BRACKET wl2'-ala 9BEAM/HEADER SKS TO BEAM S4-4O SH• NAT. GRADE EMBED PDST - 3/4 %8'LONGSEE IIn6'mROD SRT. 10 FOR ASSEIIBLY (2)-3'10 SMS. EA LEG 1 INSTRUCTION FOE MOOD TO BEAM6(2)-3O SKS• 24• MAXIMUM TO RAFTER. 24•MA%IMUM SEE09 S 10 DEPTH BOLT 7HRU POST SEE TABLE 2• po�mm� SCREWS. EA. LEG M'RAFTER. 6' MINIMUM BRACKET 2• & 20%3° WOOD R SHT.11 6' MINIMUM 6 �4y 4 PN[[NCIH/ ttwIMINOT S T , � (.150) SCREWS LLL• 2DB, FOR E NOOF FASTENERS/ 10. 3OPS.F. MrDWINDEXPOSIAES IOOC A.B• SEECO►NELTIONTABLE FOR TEC PARTICULAR PATIO COVER 10 B Bf 110c .0;4E FOR SIZE b MO. OF FASTENERS/ A. B.eS FTG.. SIZE ZINC IG' X 9' B-P. 21-414 X 2 314' WODD SCREWS ALL .OR ROOF STRUCTURE SELECTED. SEE-CONNECTION TABLE FOR THE SEE TABLES (BASE PLATE DIAENSION, ER DESIGN LOADS. NOTE: FOR 511E OF srlittNER/NasNER vurE•S. SEE RAFTER TO BEM CONNECTION TABLE PARTICULAR PATO COVER OR ROOF STRUCTURE SELECTED. USE FOR FREESTANDING ONLY WELL COMPACED SOIL) i a< No 282% WALL CONNECTION 13 RAFTER TO BEAWHEAOER OONN. 14 RAFTER TO BEAM/ HEADER CONN. 15 EMBEDDED POST 16 POST TO SAFETY. STAKE. 17 ST TO ABESCO ANCHOR 18 4P 14 SAS BEAM SFLICE SHALL OCCUR 4 SCREWS DIRECTLY OVER AN INTERIOR lillPOST'UNIT '<;, 21 SHL II POST NOT-PERMITTEDO 2- .PER SIDE •d�- G SIDE PLAT SIDE;PER 1/2 T 3"SQ• POST ` "'� POST SCHE0. B'. 3 SHi.11 3' - PLASTIC PLUG I FOOTING t • •� THRU BOLTS Da1,• WHERE'SCREW IS ON ,5?^ .074'INSERT S �5-. 2111 _ S• REFER TO FOST BASE STEEL R75T INSIDE. _ I A r; ' �' 3"Sq. X D24 POST CONN. TABLE FOR THE •5 I 3.5° •+- ( 2 $EE PO AT DETAIL I I 7' 0 I ' 2111 I I FOR NOT SHOWN I I I I •14 SMS EA. SIDE&BOTTOM, SELECTETYPEOFD��U� I I I _ I I J 3.5' 2' I SEE FASTENER/A.B. I I MID HEIGHT 8, TOP. I xTOT TART S MR THE 'msµ KET PER. 8O 2 -*14 $M,S. EA.SIDE 1 Y2.• E SIDE L) 1, art_ I . R(TO 1 FOR-RDOFED-TYPE, 1 I J 'S 2'. COVER OR ROOF I I 7• 2 1�. SHEET. 6 �. • I 0 .DETAIL 7OOR OB $MT.II I STRUCTURE SELECT ED 112 MIN. I ,MN �� I I 6 SCREWS • I2 •}-�-" ' .12° RAFTER( SIDE PLATE) 4-#14 OR 6-414 6I I I PER SIDE 2� EACH SIDE ` I S.M.S. EA. SIDE I I - II Iim 11 16 2 , 612•RAFTER (SIDE PLATE u 4iu M I 2Lt. I 3'SQ:FOST BETWEEN I I I EA. SIDE. SIDE PLATES I I # 14 SMS. EA. SIDE TOP I i 3°SQ $POST BETWEEN 2IDE PLATES °o •,.� `CPEO PR'p.FS' MID-HEIGHTS BOT. y o�i\ SEE F.67F)fER /.AH TABLE FOR NOTE: I I .I I -{ ,}) SHS 11 3'X.062NPLTS.T 5591 ' 1 THE PARTICULAR PATIO COVER -� OR ROOF STRUCTURE FOR °SIZE.& NO OF FAS v EA. SIDE ALUM. SELECTED. { ALLOY ( -T6 '- Eco. A.B. ° SEE CONNECTION IAp.E� V4'i6 BOLTS MAY USED CON FOOTING ry FOR Tiff MRTICULAR.10 AS ALTERNATE TO 414 SMS 3'SQ. STEEL CALLIMN. ISA Ei SEE:_ COVER OR ROOF STRUCTURE TABLES FOR SIZE. A•IFS SELECTED. BEAM / HEADER TO POST CONN. 20 BEAM / HEADER TO POST CONN. 21 EAM/HEADERTO POST CONN. 22 POST TO FOOTING CONN. 23 ST TO SLAB CONDI 24 IC RO. ES. • 5.20.52 ID-15 KX. CHANGED STT. w 7 TO I I Rlasw +�® AL .az ....° PC6T B49E FLANGE BRACI�T/fVl�vl• 9 FOX ENGINEERING COIv�ONETSFO DETAIL OOrN. .4L 11144-L A T/O COVER e2 +7ta7 EVALUATION .�. Norco .8""w ATTICE REPORT NO. - K.K. E JAMES M. FOX. STRUCTURAL ENGINEER LATTICE TYPE PATIO COVE U NU OMPANY 711 5038 $060 TELEGRAPH AD. DOWNEY. CALIFORNIA 00240 OOMNIERCIAL RODFSrR)CI A;ES N: L/NCOLN ST-• (6021278 622# OF12 SEE SRT. 10 FOR ASSEMBLY 40' �5. 1.66. 25' le8° INSTRUCTIONS FOR MOOD SCREWS. SSE SRT. 10 FOR ASSEMBLY INSTRUCTION FOR WOOD THICKNESS I EXIST. WALL SCREWS. �.50° I IN TABLE, SHT.60F I ^ I I I . I 'S�. .078' �' FSTENER SIZE & SPAONG, SEE SCHEDULE q SHT12CFI2 i• 1.75° .90' 2.5' c Y SPACED EXI5- RAFTERS e24bL• IVTYP. 9• -'T U PANEL LOCKS 8 AT EA CONTACT_10D.F. LARCH 633 50' 1 MAX.POR FASTBRP.R lo,. a . 12 or4 588�-SCEEDIILE 10,. SRT. 12 OF 12. °2 zs`ar NOIG1d .._.. J�•9 - UP ._..4.0',304 L 'lr TECO CUP24.0'_-..__-_. ........ .... .._-___.___.___.____- .- 200-{ EXISR.2 %FASCIA HANGER 7/ 5ML12 2+ BQ4RD. MIN. - L' MAX. ALLOWABLE PROJECTION. R EA. ONTACT. EXIST. EAVE CNERHANG SEE SCHEO 0 SHT. Q OF 12 MATERIAL- 3004-H3G.ALUMINl1M CONTINUOUS SPEED RAIL PER DETAIL 2 (WHERE OCCURS) 6063-T6 ALUM. 24" ROOF PANEL I "J" RAIL. ATTACHMENT 5 EXISTING EAVE ATTACHMENT 6 '11/+2• 21/32' IL25• 81 I5 . 1625' IS/32• yq' .208' I�•031' .025"R J25 4 FULL R 15• ��0• D23)R 3.2• 14... I - , 81 .16 28' 1 � .OS .208 J66 � FULL R 1.50' .050• (•1F 1 � FULL R )�• 45' 28' -6 332' (625 �• .125°I 983' FSTERS pRECTLY Lppp• THI KN 5 SEE i 3A6L T- ATO W'L�ASCV" 0.2�. PANELIN ABLE,SHT.60F12 3.562' - .OG2" \}'� DETAIL 5 OR 6 7 2X 3.737' + \ .Oldx 90' 2D 2. (062' I I.O62' I.p�•{ I 21 • 1 . '� .OIVRXJDIO*DEEP 62' 4237' {II-L062"-yII 250' I 2750' 4 I EASCO ALUM. I I I 2.625' •75p' y.L.} 3' 3• I.D.13) fI -.050" L I it 3' E SCO ALUM.EP37 "� - .062 R -- A62(2) 4IER - - I l 2) -A50' - .625' I 1 r l0 l 3) I I .050• REF. - ' _ I L25' I . 130' 500• I .625' Jj .062• R IT�Id z Ilk' -141 i�' «�z IIS 625' I I { - �- - - - c 2) - 130. I t= _'J 1 �500• I ASD I I / / 35 I �90 % 010 D P 62X I .010' % 90• DP .117')R .1 130• Eo Pe 1`.100' - / .130 I 375' R � � � I (2) 17 . Q4µ Orf\ .130' 1 EXPOSED SURFACE --' �1• .130' 1'500•EXPOSED SURFACE -� 1375 1 2.000' MATERIAL: 3004- H 3G ALUMINUM I .010' DEEP X.90! REF. ryort��n ,9 .OIG "DEEP X 90'- I n� s 1yy N .a ( TYP.) - EXPOSED SURFACED- - J •" FMCS u �o} . 312 �J�. RAIL 3 J� RAIL •C• HANGER 3 G�� HANGER 2 . J' RAIL 12"X 3" W PANEL 2 HANGER 6 RAIL ' PROFILES ALUMINUM ALLOY 6OG3-TG ^•>�' 7 BEA M.SPU(E SMALL OCCUR HANGER RAIL FASTENER TO PASCIA,'WALL, (STUD,MASONRY OR CONC.) 45GREW5 OHdEC7LY"ODER AM INTERIOR VP14SMS P05T NOT'PERMITTEDLA 2- -PER - AT X FASCIA . D AT MASONRY OR -PER-S)pE I POST, UNIT .S' WIND W SIMPSON-A35 16" O.C. CONCRETE 170' b5' DESIGN L.L.= L.L. L.L." L.L.. L.L.e L.L.= L. L.- L.L.. L.L. TtR•.117° 5 �5�- V12HERE 5TIC 5REW �0.0NG 0 20 30 10 20 30 10 20 30 ' R •.141' •5• 70 C C E H H J JK ( 135•) ',5° I 3.5' INSIDE. r l I 90 E H H J J K I; R..117' 100 C F MH• r .5• (180') 7' O I - I. I 1 1 0 R` .141' R..117" U2 (117 ) THICKNESS, SEE PANEL ( 45') 3.5" I I 04 q DESCRIPTION DESCRI 3.5.' I I IN TABLE, SHT G OF 12 5` J ._�S' yM m JA -1/4"0 x 1 1 2 @ 12 0. C. NMI x a 1/2': @ 16"O. C. a B-3/8"0 x 1 1/2" @ 16" 0. C. G -7/16"O x 2 1/2" @ 12"O.C. 'L125'; I I I m.F C-3/8"0 x 1 1/2" @ 12" O.C. H- 3/8"O'x 2 1/2" @ 12"O.C. 75' 3(r I; 4-4%140R G -@I4 PER SIDE ° I I w`y D -7/16"0x 1 1/2" @ 1'2" O.C. J- 1/.4^016"A. B.f I� I SIA.S EA. SIDE I I 612 RAFTER (SIDE RATE) I I E-3/8"0 x 2 1/2" @ 16.'.O.C. R- 1/4"0 x 1 1/8" @ 12"A.B.. HILTI 103 - I .qyy,• 433 1 I 6��RAFTER 1510E PLATE) EACH SIDE I EXISTING RAVE' 5� '; 2.0' 1.3'' 1.3' 2.0' GG' L15. EA. SIDE. I EXISTING RAFTER ALLOW E .233• _.._ �-..-33 i 3'SO.POST BETWEEN I RAFTER SIZE' SPACING OVERHANG . 314 SM.S, EASIOEIOP, I I 3'S6 SIDE BETWEENPLATESIDE PLATES I I FULL OR tb'o C 21-0 18,_5" 12•, ...- _.. _ . ,._ MVHEIGHTB, BOT. Il I /'� I I 2"• X 6" q) I I NOTCHED 24"O.C. 2'-0" 3 -9 .: y�0✓^..,.;. MQERUL: 3004- H 36 AWMI NUM 11 \`"/J 2" X 6'FULL OR 24" O.C. 2'-0' 17'-5" 29 x 6"NOTCHED r r ..: r 2" % 8" PULL 24^ O.C. .2'=0" 23"-1^ 12" X 3 1/2' W PANE L 3 BEAM/ HEADER 10 POST CONN. 8 BEAM / HEADER TO'POST' CONN. 9 ATTACHED .SCHEDULE O �° �• � 1EOF W 75' I RATER *TAIL' FACE OF YSO. POST OVERHANG RAFTER TAIL• =°• W'• p .; w. RAFTER 'TAIL' Q. _ 25%OF POST 2• 1• I O° SPACING, MAX•OVERHANG 2. 1' I'-0' . ��f • rtr -1 2' 1• 1 p• .24 i-1 I #ID SMS d p SM.S. AT12'OG t2Pi0 SUS. EA SIDE (4-TOiA _ „A F,• � (2)!10 SM.S EASIDE, 4 1DTAL . 32' a I2° O:G ROOF RAN 1 to PANEL' (1 10 S.M.S. 1 1 12' O.C• 2•a THICIWESFA SEE 1�. I.5' 2•p• G I/2' _ 6 V2 6' AT PMN q' 6 I bB• PANEL M TABLE, 4' SHX G OF 12 .5' I ' ---� � 2• ° (2)11p EASIDE I I ! ALJAI. BRACKET X .5' 2.2' _ 6' - 2.2' 5' (4- OTAL) #10 SMS -Top8 BOTTOM (2 -TOTAL) I I 5"�� rr.I/2k 29(024' ALI'M.BRACETXL ' +. p w/�Dz/1250.M.5. OUF(.BWLCJ�f% -. SSE FASCIA RAFTER °,J G V2 X r%.024'RAFTB7 •® . G.O. 8 •12 t 10 X l2 SACS TOP 6 BOTTOM. SHL 12 5 R�L.LfORAED GUTTE ♦ X) X 12 SMS TOP 8. BOTTOM (2- TOTAL) G" Y 9° FI AT PANE 1 4 RAFTER "TAIL" AT SIDES (1 01 RAFTER °TAIL" AT FRONT RAFTER'TAIL'W/G'X MAT PANEL 13 I.C•BD• E.S. EVALUATION NO 5038 _ 7.12.92 JIQ15 K.K. CHANGED SHL•8 W 12 m'ar'e FOX ENGINEERING gJAMES M. FOX. STRUCTURAL ENGINEER `"`"''°'CONN. aoao reuorarW ro. ool'rer, euvorru aoaso Ars COMPONENTS aDETAIL FOR:As ROOFED TYPE-PM{T1000VERSW..L _A uM-LATTICEPATIO' COVER assB'�REPORT ST. ..r602)2?S 24L :.12:,,12 -NNED - KX ,EXISIING RESIDENCE NOTE: NO Ci CRACKS WITHIN 2'-6' OF POSTS SMALL BE PERMITTED. POST SHALL BE SET BUCK A FOOTING WHERE OCCURS, MINIMUM OF 4' FROM SEE TABLE A EDGE OF SLAB. ATTACHED LATTICE PATIO COVERS ( WIND SPEED = 70 6 90 MPH.) TABLE A 2 MAXIMUM POST SPACING IS FOOTING SIZE WIND= 10/15PSF UPLIFT =10/15 PSF BEAM /HEAER PROJECTION RAFTER 3" X 8' X .042" BEAM/ HEADER 3" X Be X.042"+ CHANNEL INSERT BEAM/HEADER (@& 21 INCLUDES SIZEPOST FOOTING MINIMUM NUMBER OF POSTS POST FOCTING MINIMUM NUMBER CF POSTS 'T CON ON 24' MAXIMUM SPACING ?_4'O SIZE POST TYPE 70 MPHPOSTTYPE 9 MPH SPACING SIZE TYPE TYPE NO OF SCREWS OVERHANG -C. SLAB FOOTt M. 90 1 2 4 I 2 3 .4 oNSLAe Foam MPH 90 12 2 314 I 2 3 4 70 MRK 90 MPH 10-0" Z' G'tx.024` 13- 5" 13'- 5' 19 21 2 2 - - 4 2 - - 10-10` 30'= I 24 28 2 2 - - 4 2 - - 8 11= 0" 2"x G'2 24" 12-10" 12'-10' 19 21 2 2-- 4 3 3 2 10'-1" 29'-9" 25 28 2 2-- 4 3 3 2 11 12'-0" 2'x6 %024' 12'G" 12'-6' 19 22 2 2-- 4 3 3 2 9=5" 29'-0' 25 29 2 2-- 4 3 3 2 n B 13'-0" 2XGV.024 12'-I' 12'- I' 19 22 2 2 - - 4 3 3 2 8=1(Y 25- IS 1 25 29 2 2 - - 4 3 3 21 II P051 ME IGMT LL; a 6' 17' � 18- 11• I J tFOR MINIMUM LENGTH OF LATTICE PATIO COVER SEE TABLE A, MINIMUM NUMBER OF POSTS. IJ: N NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. d O CV U. OPEN. LATTICE -TYPE PATIO COVER � 20-0 MAXIMUM SCALE: -.__. _.. _._sees -.- sees. . _ ' -PROJECTION I- L 124'MAX. '-J OVERHANG I j LATTICE I 1 RAFTER BEAM IHEADER MAX. POST HEIGHT EXISTING SHT II POST W/SIDEPLATES H RESIDENCE 3"SQX.024'AT SLAB & 3" SQ, X 040 19 FOOTING, FOR SIDE PLATES, SEE ; POST TYPES, & DETAIL O.S147.11 sHr.11 3L*THLCK.CONG SLAB, OPTIONAL CROSS - SECTION SCALE: GENERAL NOTES AND SPECIFICATIONS: 1. Ale.lne• design and tresses r• P•r the tat••° edition of the UnlrP[. B"llding Code .n0 the 1882 .eteton or en. Ai"eine° eon.ee.eelon i. Illl.:oa. •le.m"..More ..r e..ebsciwe.d foi moss snoNn, Pre"lees tn•r . [.vl.t•r•e .ltn in. Ale.lne. A.aeeI.elon end n."• equal or greater Ylald end ultl•at. strength*. 3. All on nt• an•tI h.Y...lnl... 28 der ee.prs.t...ei•ngtn of 2.000 oeee'•oeeiiiol,* 'las •n.11 n... 3;• .lnt.e. thickness and .hall be In A. All looting. shall bear on rir.. nae.r•1 un-d1.t.rb.d Boil or .rtiried rut. D..toh "•=tle.l . 11 be 1.g Pr•...r.. 1,000 P.S.F. s, It at..*' ...bars •nate be not -alp g•1.•ntr.d of .1•etroPteted and B: ALnfore t° A.S.T.N. A-446. Grade C. * US faet•nare sn•lt be 2024-T4. All other fastener, .hall be gaY.nir.a t..l °[ cae•i" plated. All bolt. .hall confer. tq 'heir°. noic UI..t."Plus `i%ieo cut .,plate N•an.r.. Holes foF bolt, 7. Espsnelon bolts .hall b• xIltl K.lk Bolts NB I1 carbon steel or equal per I.C.8.0. E.R.N,. 4827. All bolts •hall h•,@ a •inl• co rets ed0. diat,nte of N bolt dl ... ter, . ne B. Each Ince. u.uon hell sear •h ld.ntifrtno leg glYtng the his. and add.... or In* an a,,. halon load. end .n 1...blutr- B. A41 -It... Part. IMF to ..eh particular Installation .n.11b. cirm•o-. 1. •., pro]•ct. post °peeing rooting Oetall. ate. 1D. Dp•h l.ctle. pauo c ..[ h'atl hot b• •nem..d wtn any erp• or so11d st•ri•l..hd en. °..ton lo.a. n.Y. enl, b•.n .vvllea to tn. nor:one.l P[a jetted are@ of the lattice, rafter., bass, etc. per I.C.B.O. dor .ria. 1t. Fer 11 d•te11 r•f•r.n.... ... Sheet II of 12 NOTE: POSTS MAY BE'ATTACHED TO ODNC. SLAB SAFETY STAKE, AGES& EARTH ANCN ,:OR CCNC. FOOTING. POST - TYPES 03 .3'50. POST+ (2)- 2'X G102' X.024'W1(8)•4F 14 SMS. © 3' S0.• POST+{2) - ON G 1/2' A32''W/(B)-4114 S.M.S. Q 3 SQ POST +(2) 2'XGI/2' X024' W/(12) -*14 SMS. ® 3'SQ POST+(2)-2'X G12' X432'W/(12)=4114 S.M.S. NOTE• VM Te PESn ❑1 *AND !� )ANE.?!%, AND101 ARE USED FOR FOOTING CONDAN. 20 27 1 31 9'-0' 2'xGLAA24" g' -S" 10'-5" 17 1 19 2 1 2 - 31 2 - I -I G'-2" 21'8'1 21 24 1 212 - 1 -1312 - -1 II 10'-0" ZxIB k,024" 8'-I1' 10'-0" 17 19 2 2 - - 4 2 - - 5' 8e 20=10" 22 25 212 - - 4 2 11-0" 27x6'zx024" 8'-4" 9'-8" 17 20 2 2- - 4 3 3 2 6-3" 20'I' 22 25 2 2 - - 4 3 3 2 1 II 12 C 2"x6kx.032" 7' 9` 9' -4- ' 4' 17 20 2 2 4 3 3 2 4'-11' 15L 5' 22 25 2 2 - - 4 3 3 2 Il 13'-0° 15 -Op 2`XGVXA32" 7'=3' 9'-0" 17 20 2 2 4 3 3 2 4'-8" 18'9' 22 25 2 2 - - 4 3 3 2 11140' 2')0kO32' 6-10' 8'-9" IS 20 3 2 $-- 5 3 3 2 4'-4' 18'-3' 23 2G 3 2-- 5 3 3 2 B150" 2'zG)e"x040' 6' S" 8 G` 18 20 3 2 5 3 3 2 4'-I' 17'8' 23 2G 3 2 - - 5 3 3 2 11 16-0" 2 rhlN04d 6- 1"8'-3' 18 21 3 2 5 3 3 2 3'-10' 17'3" 23 26 3 2 - - 5 3 3 2 8 8 8"-0' 25(GFxA24" 7.'-3" 9'-0" IG 18' 1212 - - 1 3 12 - - 4'-G" 18'9" 20 1 23 2 121- 1 - 1 3 2 1 - 1-1 8 8 LL 9'-0 2'XG1kO24" G'-8" 8'-8' 16 18 212 - 1- 312 1 - - 1 4' 2" 18-'0" 20 23 2 2 - - 3 2 - - 1 a 10-0 21x G1zx032' G'-2" 8'-4" 16 IS- 2 2 - - 412 - - 3'-10' 1714" 20 23 2 2 - - 4 2 - I- M IG 18 2 2-- 4 3 13 2 S-7 IG' -8' 20 23 2 2 - - 4 3 3 2 12'-0' 25 6'f X032` 5'-4' 7'-9' IG 19 2 2 - - 4 3 3 2 3-4" 16' I` 21 24 2 2 - - 4 3 3 2 I. -i 13-0' 2"XG�ZX04C! 5 -0" ' 7'- 6' 17 19 2 2 - - 4 3 3 2 3' I " 15- 7' 21 24 2 2 - - 4 3 3 2 J 14'0 21XG'x.040' 4-8" 7'-3' 17 19 3 2 - 5 3 3 2 2' -II' 15=1• 21 24 3 2-- 5 3 3 27 8 8 21 x 61/2' RAFTER TABLE B FASTENER/ ANCHOR BOLT CONNECTION TABLE C THICKNESS 8: SPACING PROJECTION I Se O.C. 20" O.C. 22' O.C. _] RAFTER TO BEAM CONNECTION BEAM TO POST CONNECTION 81-0. .024' .024" A24" F WIND SPEED=70 MPFi WIND SPEED =90 MPH WIND SPEED=70 MPH IWIND SPEED=90 MPH. ~ .024' .024' A24" o 10'-0' 024' .024' .024.' RAFTER I TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. � , " EA. E SM.S. (A. L IO S.M.S EA. LE S.M.S. (A, LEG0 SM 20 21 I 2 I I I' 0 .024 :024 ' .024 14 ❑ ❑ ❑ ❑ EA LEG EA. LEG EA. LEG EA. LEG :i. LL:12Lp' .024' .024' .032" II (4 -TOTAL) ( 4-TOTALI (4 -TOTAL) 1 4 -TOTAL) r Q' 13'0 .032' .032' .032" O (2)-4)10 SMS. (4)-#10 SM (2)•110 Sus (alu10 St(5 RAFTER RAFTEOFR a 14 0' 032' 032 " .032" . SHT 11 (4 -TOTAL) (4 -TOTAL) 15-0 A32' 032 .040° POST BASE CONNECTION w WON .032' .040' 040' WINDSPEED•70 MPH WIND.SPEED•90MP.H. WIND SPEED -70 MPH. WIND SPEED- 90MPH. N SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG. ON SLAB ON FTG.. 2)-f+lo SMIS (2) -012 SMS (2)-M12 SMS. 2)-a M SMS )-a to SATS. (2) -* 12 SMS. OR TEKS OR TEKS OR TENS OR TEKS OR TEKS.EA. OR TENS. EACH 81-0`' .024' .024" .024.' O EASD4OF EkSIDPOST (4"OT) �T(4 F EA_ SD OF 17 SIDE4 FPOST. SIDE OF POST. 9' 0' .02411 .024 ° .024 " @ L 6. & E 'U-12"OX G' 3/8'/1 3/B'> A.B. m L+: 13-0' .024" ..024" .032" & C 1)-3,`8"x u -3/8'°x2 ' U-3/810 X212' EMBED. AP010R O GALV w)I s(5. GALV. WT I'SCL IL II' -0' A32' .0321 .032' 2V2°EMBE D• EMBED EMBED. BOLT W12x3 IS XL45TL.6M•V. XV45TL.CALM SHT. 11 ANCHOR BOLT BOLT. BOLT. X3/ w"L.liALK WASHER PLT. WASHER PLT. _ W/SIIEA RT SHT. ll 0 12'- 0` 032" .032 " .032' (2)-* 10 sALS. (2)-412 S.M S (2)-« 12 SMS (2)-w 14 sMs rn 4 13'-0' 032 " .032 " .040" OR TEKS OR TEKS OR TEKS. OR TENS. EA. SIDE OF EA. SIDE OF EA.SIDE OF EA. SIDE OF 1111 i' 14' 0' .040 .040" .040" & 3 POST 4 TO[) FOST(4-TOT.) POST (4 -TOT) POST (4 -TOT.) J 24 f21-.. �X 2 LL' (2)- X212 2138 X 212" P (v-lakz' EMBm EMBE ANC F .ANC EMBED- SHT.II 90LTWl I'SO.X BOLT WI GALL. L'491,TL.GAL BOLT W14*STL. ALV. " VCSR.G.. V4"STL. R -T. WASHE.GLT. I/45iL. GALV. WA9KR RT. ASH FLT HER PLT. ASHER PLT TABLE FOOTNOTES: ( /AM •.• T--DOST-RIFF-Oi�B4OM COI�CQr.TE SLKB. SAFETY STAKE ON KBES[0 KMCNON.. L o 2. POST TYPES 111 ANO I]I AAY BE USED A�[ONCBEj-SLAB. SKFETT'` •t• r STAKE OR AB O PMC POST TYPES 2 AND 4 SHALL BE USED 1 ' f AT FOOTINGS. SEE POST'TYPE SCHEDULE. HIS S T.. + hkD / 3. TOTAL ""'HIM NUMBER OI & SNEEUTAL� SCREWS PER POST TO BEAR � EGOS, CONNECTION FOR DETAILS 2 AND 2l h"k G j9� �P lr�.:J �p•Af LC -130. E.S. EVALUATION REPORT NO. 5038 -_ 5 12 52 1 1 1 RR�o FOX ENGINEERING FAX .nem. JAMES M. FOX• STRUCTURAL ENGINEER 0000 TELEGRAPH IID. DOWNEY. CALIFORNIIA 00140 ' U4X& . FOX Se e's ATTAC CE Y PAW COVER W/24° MAX.O.H. L.L=10 20 & 30 PSF. WIND SPEED =70 & 90 MP. ALUM LATTICE PA O COVER (AS,L&By) VALLEY ALUMINUM COMPANY w.4INOO NST.. (602)278-6224 .NOTED .. K.K =OFI7127 ATTACHED LATTICE PATIO COVERS 2 x6112 X024 (WIND SPEED= 100�8,110M.PH:) IU -4- ZS 1 - -TABLE A-'»- .5 1 2 MAXIMUM POST SPACING 8. 1 L 1 FOOTING SIZE WIND = 19 / 23 P.S.F UPLIFT 15/23 P.S. F. S 1 BEAM HEADER PROJECTION RAFTER 1 t5 / 12 1 3" X 8" X .042" BEAM / HEADER 3 3" X 8' X.0427+ CHANNEL INSERT BEAM HEADER TO INCLUDES 6 SIZE POST FOOTING MINIMUM 4 NUMBER OF POSTS POST 21' -Be FOOTING MINIMUM NUMBER OF POSTS POST CONNECTION 24 MAXIMUM 240.C• SPACING 8/ I SIZE 10'- 0' POST TYPE POST TYPE" SPACING . SIZE POST TYPE o, POST TYPE NO. OF SCREWS OVERHANG 2 ONSLAB'ON IOONPILIIOM.P 12 2 3 4 1 2 3 4 ONSLAB' FOOPGIDOMPHIIOMPH 122 3 14 1 1 1 2 31 4 )OOMPH. 110 M.P.H. 9 10'- 0" 27XGIrtxO24' G-3' 10'-4" 25 25 G 3 3 2 7 4 14 12 4 G'-3" 23'-11" 32 32 6 - 312 31 7 1 - 412 / / 12 4 111-0.1 2"xGl/2'x•27 5'-9" 100" 25 25 6 4 3 2 8 4 4 3 5-9" 23'-1" 33 33 G- 312 3 8- 4 3 /IP 8/ 12 7 12'- 0" 2'xGll2xo32' 5'-5' 9'-8" 25 25 7 4 4 2 8 4 4 315-5' 2 5 22=3" 33 33 7- 4 1 2 8- 4 3 8/ 12 8/ 5' I 13'- 0" z"xGl2'xo32" 5'-I' 9' 4' 25 25 7. 4 4 3 9 5 5 3. 5-1"'. 21'-7' 33 33 7 - 413 25 9 - 5 3 8 / 12 / 12 9 14'- 0' 2'XG112'XO32 4'-9' 9'-1" 2G 20 8 4 4 3 9 5 5 31 4'9" 20-11' 34 34 8- 1413 1 - 0' z x612 x.o40 9- 5 3 IS/ 1 2G 8 15'-0' Oxora'X o4o' 4'-G' 8'-10' 26 26 $ 4 41 3 10 5 5 3 4'-G' 20=4' 34 34 8 - 4 3 10 - 5 - 8 / _ / - cjj d I G'- On 2'x6112'X.040' 4'- 3' 9-7" 2G 2G 915 5 3 10 6 5 3 4'-3' 19' 9' 34 34 9 - 5 3 10 - 5 - 8 / _ 8 17'- 0" 2'XGII27(.040 4'-0" 8'-4' 213 2G 9 5 5 3 11 6 G 4 4' 0" 19'-3' 35 35 9 - 5 9 11 - 6 - / - 8 / - O - I '= 0' 3XBNO42, 3'-10" 8'-I" 26 2G 9 5 5 3 II G G 4. 3L 10" 18' 9' 35 35 9 - 5 3 11 - G - 8 / - 8 / - ' 191- 0" 3'X ek.042" 3'- 8" 7'-11' 27 -27 10 5 5 3 12 G 6 4 3L 8" 194 35 35 10 - 5 3 12 - G - 8 / 8 / - -� 20'-0" 9Xex.042' 3'-G" 7'-9" 27 27 10 G 5 3 1211 7 4 3'G" 17'11' 35 35 10 - 5 3 12 - 7 - 8 - J Z- x b Ile- THICKNES PROJECTION 81-0, 9'- O" 10'- 0" US 11'- 0" L 12--0• O 14 0' J 2XGI/2X.024 8' - 0" 2 x6112 X024 7-3" 1 IU -4- ZS 1 23 7 1 3 .5 1 2 G 1 S 1 3 1 L 1 /-3- ZZ'-/ 1 3U 3U I 7 I - S 1 Z 1 (0 1 - 1 3 2 1 t5 / 12 1 0 / Ip 23 9'-0' 2 x61/2 x.024.N4'-Co' 3 10-0" 24 24 6 3. 1.3 2 7 4 4 2 G'-8' 21' -Be 30 30 G- 3 2 7- 4 2 8/ I 8/ I 4 10'- 0' 2 xGl/2x.o2a 8 G'-8' 24 24 6 3 3 2 7 4 4 2 G' 3' 20'-10" 31 31 G- 3 2 7- 4 2 8/ 12 8/ Ip 9 I I'- 0" 2 x6112x.o24 9'-8" 25 25 6 4 3 2 8 4 4 3 5' 9" 20'-1" 31 31 G- 3 2 8- 4 3 / B/ I -TL0• zxGV2 x.032 A.es L.L.'20 30 21-12.0M.e. 2)-314'0 X $° CONCEMBED 9'-4' 25 25 7 4 3 2 8' 4 4 3 5'5" 19=5" 32 32 7 - 4 2 8 - 4 3 / 8 / N 13' - O" 2 X 61/2 X032 AT F0OTkRGS. SEE POST 'TYPE SCHEOLLE_ S T.. TO BEAN HEADER /� 3. TOTAL MIN INUN NUNBER OF(5 SHEET,L'IETAL' SCREWS PER POST TO BEAN 5. FOR rX 8' 40'BEAM W/ INSERT USE DETAIL`�oJSHEET II FOR POST BASE COM). CONNECTION FOR OETp ILS 2 AND 1 12 II FOR POST) BEAM HEADERCONN 5'-0' 2 5 2 5 7 4 4 3 9 5 5 3 5' I 16-9" 32 32 7- 4 3 9- 5 3 / / a 14'- 0' 2X6112 x.032 8'•g' 25 25 6 4 4 3 9 5 5 3 4'-9' 18=3" 32 32 8- 4 3 9- 5 3 J 1 - 0' z x612 x.o40 8'-G' 2G 2G 8 4 4 3 10 5 5 3 4'-6 17' B" 32 32 8 - 4 3 10 - 15 - /Ip 8/ J I G'- 0' 12 xG 112 x.040 I 4L3' 1 9- 3" 1 2G 1 213 19 151513 110 1 G 5 3 4'- 3' 1713"1 33 1 33 9 1 - 1 5 3.10 - 5 -13/ Z- x b Ile- THICKNES PROJECTION 81-0, 9'- O" 10'- 0" US 11'- 0" L 12--0• O 14 0' J 2XGI/2X.024 7=3' 9=0' 22 1 22 5 1313 7 1 1 2 6 1 3 3 2 2XfellzX.024 G'-8" 8'-8" 23 23 6 3 3 2 7 4 4 2 2XGIla X.032 G'-2" 8'-4' 23 23 6 3 3 2 7 4 4 2 2 x6112 X .032 5'-9' 8'-0' 23 23 6 4 3 2 8 4 4 3 2 X61/2 X032 6L4' 7-9e 23 23 7 4 3 2 8 4 4 3 2x6112 x040 5'-0' 7'-Gn 24 24 7 4 4 3 9 5 5 3 2 xr.v2 xo4o 4'-9 7'-3' 24 24 8 4 4 3 9 5 5 3 -8' 18'-0' 29 1 29 6 13 1 3 1 2 7 1 4 141 2 - 2" 17'4' 29 29 G 3 3 2 7 4 4 2 - 9" 16'-8 29 29 6 4 1 31 2 84 4 3 -4" 16'-1' 30 30 7 4 4 2 8 4 4 3 -0" 15'-7' 30 30 7-141 3 9- 5 3 -8' 15' Is 30 30 8-r4f (2)-# 12 OR TEKS. EA. SIDE OF POST (4 -TOTAL) 81 318'0 A•g� 3 9- 5 3 X ItIt SPACIACING TABLE B FASTENER / ANCHOR BOLT CONNECTION TABLE C 18"O.C. 20' 0. C. 221O.C. _j 9 RAFTER TO BEAM CONNECTION .j BEAM TO POST CONNECTION .024" .024" .024' WIND SPE ED-IOOMPHWINDSPEED-IIOMP.H. la IND SPEED' 100 MPR WIND SPEED =IIOIvIPH. 024" 024' 024"pTO RAFTER TO BEAM TO RAFTER TO BEAM ON SLAB ON FTG. ON SLAB ON FTG. .024" .024" .032i1 .032 .032" .0'32 14 SHT. II (2)- t 10 S.KS EA. LEG 1 4 TOTAL) (2)-# 14 S.M.S. W/1112'X1/e' LEG. (4•TOTAL) (21-#10 &M.S. EACH LEG (4 -TOTAL) (2)-a 14 SMS. W11V2•Xlies LEG.�E4-TOTAL ON SLAB ON FTG. " .032" .032' .032® 21 O 2 2 ❑ ❑ 3',8'X.040" O 3'A 8'X.040' Wl INSERT, SEE /INSERT, 5EE FooTNOrE4C5 FOOTNOTE4 N. •032" •032" •040" IS SHT. 11 (2)-#10 SMS. EASIDE OF RAFTER 1 4 TnTA ) .1 (4)-# 12 S.M.S. W/ 1/8'X M WASHER, E0. (21-0 14 SALS. EA. SIDE OF RAFTER l a-TO'FAI. 1 (4)-s l2 SM.S Wl I/8'XI'Sn. WASHER, EA. .0322 ' 040° p40° M". GENERAL NOTES AND SPECTFlCATIONS: 1. Aluminumdesign and stresses are Per the latest edition or the U.lf.r. But lding Code and the 1982 edition or the Aluminum Construction 2. nisal. cer.•to aluminum alloys .my be substituted far those en..,. Vrould.d they ere registered •lth the Atu.inus A .... iation and n... equal or greeter data end ultlmet. etra.gtn.. 3. All co,cr.is shalt hall. ..Inl.u. 2e der codpresel•e strength or 2.111 P... i.. Concrete el.b .nett h..• 3L• minim". thi.k..a. and anal. b. In good ondlttpn. A. 411 rooting. shall bear on firm, natural un -disturbed sols or certified fill. 01,19, Vertical roil beefing Pressure •1,000 P.S.F. S. l .teat .embers shell be not -dip gatu..lrad or aI..troplst.d end onfor. to A.S.T.N. A -ECB. Grad. C. 6. 'Alu.lnua ...Lane- •hall be 2021 -T1s All other raster- •hall be gem.hind -test or cad.lu. plated. All baits •nett conform to A.S.T.q. 1-107 end neu. standard cut Plate ...her.. Hot.. for bolts nal be bot' m..r Plus 1/1 B• ... t 1, a.ts. 7. E.P.n.t.. bone shall b. Hilts Kau Botts KB 11 carbon steel or equal perI.C.B.O. E.R.NO. 0627. All bolts shall he., a .int... concrete '.da. dl.t.n.. or 8 batt diam.t.rs. S. Each ins telletlo, hall bear an identifying tag 91"ing the nam• and address or the manufacturer. design toad* end eselosebitity. 9. OI1 Item• pertaining to 1,r. P•rticular installation shell be circled. 1. •...pro5-t, post speciag, rooting detail, etc. 10, open lattice pato Po"1,r .halt not be enclosed stn any type or solid material, end the ddelgn load. heYP'only bean spoiled to the hottental projected area or the lattice, nfE.re, bees, etc. par T.C.e.O. crl to ; Iles 11. For 11 .tell refer....., 1,e Sheet II at 12 FMmr.l. FWI�ND CHED,LATTICE-TYPEO COVER W/24"MAX. O.H. -10; 20 8 30 P. SF. V, SPEEDr10081 o MPH. asOi sem, JAMES M. O% 0TI0 COVER ,.0 -92 -172 e W COMPANY 2 of 12 n (602)278-6224 •Reef WIND SPEED IOOMPH. WIND SPEED IIOM.P WINDSPEED IOOMP WIND SPEED IIOMPH. ��TE ;'{t'7,PE.:o Alb ARE USED ON SLAB ON FTG 2 ON SLAB ON FTG. 2 ON SLAB ON FTG. ON SLAB ON FTG. raR,. coNDiTIOq, , . © :. O 64 `..JJ (2)-412 S.M.S. OR TENS. EA. SIDE OF POST(4-TGF.) a U-318"9 % (2)-#125M. OR TEKS EA. SIDE OF POST(4-TOT.) 8 U -318'P X 17 18 l2I-# 12 SN OR TEKS. EA. SIDE OF POST (4 -TOTAL) 8, 3/8'P A.B. (2)-# 12 OR TEKS. EA. SIDE OF POST (4 -TOTAL) 81 318'0 A•g� IR F667111G :AMD'.)' ARE USED FDP fOdiINO cogDN =. N e ,1 .024 .024 .032 POST TYPES .032' .032" 032" e � n 1 •032 .032' .032" SHr. ), 2U2•EI, E. ANCHOR BOLT 2V2TMBED, ANCHOR BOLT W1 YX'V4• SHT.11 GALVWII"SO x V41STLGALu GALV.WII'SU. V4'STL G&V 3SQ-POST+(2)-2N.GI/2' X .024' WI (8)-# 14, SMS: 040" .032 .032 W/3•X114' F1 ATE WARNER PIT 1 WASHER RT. IWASHER NIT. .040.,.040" .040'WAqHFA 8 OR TEK5 EA SIDE OF POST ( 4 - TOTAL) oR)TEKS EA SIDE 1,F 1205T (4 -TOTAL) © L.L I 21 518 MB°4 2)-34.0 X Be CONC. EMBED l0 f21-518�°0At8 2)-314 0 x e' CONC. EMBE0. 1]. 3'SQ- POST+ (2) - 20 x'G 1/2" X.032' W/ (8.)-* 14• SATS. 3e SQ POST t (2)' `;(oil/2° ,04O" .040' .040' " " .040 .042• •0�2 O SHF. II a (2)-5180X4 BOLTEMBE.A BOLT W/ 1/4 STL. GALV. WASHER PLS (2)-5/8-X4 BOLT W1EMBEO.AN BOLTWI l/4 STL.. GALV. WASHER 0.T- SHTC II 0.BP A.es L.L.'20 30 21-12.0M.e. 2)-314'0 X $° CONCEMBED X 024' W/ (12)-0 14' NS' ®.3RSCL POST+(21-2AX:G In" :X'.032' WI (12)=�►14S.M.S; L. L.•20 30 (q 1127MV f21-3A)'pX8' CONC EMBED. TABLE FOOTNOTES: T 8i ON COH ETE•SLAB. SAFETY STAKE OR-ABESCO ANCHOR. 2. P057 TYPES 11flf AND �j3�J NAY BE USED ATS �ONCRET SLAB. SAFETY. f�7 4.FOR B•%.OaO'BEAM Wll USES. FFOR L.L. 10 PSF IG'MAX. PFIO ION' USE 4 FOR L.L.=2O P.; 2 FOR LL. -30 P.S.F., I MA)t. PROJECTION 4 fUf STPKE OR AB�CO ANCiI[fA. POST TYPES IZ,I AND SHALL THIS BE U$EO L.L.• PS.F. 14'MAX• CTIONS AND DETAIL b WI(21-Sl8'p M.& CH (POST. AT F0OTkRGS. SEE POST 'TYPE SCHEOLLE_ S T.. TO BEAN HEADER /� 3. TOTAL MIN INUN NUNBER OF(5 SHEET,L'IETAL' SCREWS PER POST TO BEAN 5. FOR rX 8' 40'BEAM W/ INSERT USE DETAIL`�oJSHEET II FOR POST BASE COM). CONNECTION FOR OETp ILS 2 AND 1 12 II FOR POST) BEAM HEADERCONN B DETAIL ,SHEET I.CRO ES . 101592 FOX ENGINEERING PAL EVALUATICN - NOTE fes REPORT N0. -• KX. E JAMES M. FOX, STRUCTURAL ENGINEER 5038 000. T.LeOgAPN ... 001111IBT, CAIIPOgM1A 00:40 GENERAL NOTES AND SPECTFlCATIONS: 1. Aluminumdesign and stresses are Per the latest edition or the U.lf.r. But lding Code and the 1982 edition or the Aluminum Construction 2. nisal. cer.•to aluminum alloys .my be substituted far those en..,. Vrould.d they ere registered •lth the Atu.inus A .... iation and n... equal or greeter data end ultlmet. etra.gtn.. 3. All co,cr.is shalt hall. ..Inl.u. 2e der codpresel•e strength or 2.111 P... i.. Concrete el.b .nett h..• 3L• minim". thi.k..a. and anal. b. In good ondlttpn. A. 411 rooting. shall bear on firm, natural un -disturbed sols or certified fill. 01,19, Vertical roil beefing Pressure •1,000 P.S.F. S. l .teat .embers shell be not -dip gatu..lrad or aI..troplst.d end onfor. to A.S.T.N. A -ECB. Grad. C. 6. 'Alu.lnua ...Lane- •hall be 2021 -T1s All other raster- •hall be gem.hind -test or cad.lu. plated. All baits •nett conform to A.S.T.q. 1-107 end neu. standard cut Plate ...her.. Hot.. for bolts nal be bot' m..r Plus 1/1 B• ... t 1, a.ts. 7. E.P.n.t.. bone shall b. Hilts Kau Botts KB 11 carbon steel or equal perI.C.B.O. E.R.NO. 0627. All bolts shall he., a .int... concrete '.da. dl.t.n.. or 8 batt diam.t.rs. S. Each ins telletlo, hall bear an identifying tag 91"ing the nam• and address or the manufacturer. design toad* end eselosebitity. 9. OI1 Item• pertaining to 1,r. P•rticular installation shell be circled. 1. •...pro5-t, post speciag, rooting detail, etc. 10, open lattice pato Po"1,r .halt not be enclosed stn any type or solid material, end the ddelgn load. heYP'only bean spoiled to the hottental projected area or the lattice, nfE.re, bees, etc. par T.C.e.O. crl to ; Iles 11. For 11 .tell refer....., 1,e Sheet II at 12 FMmr.l. FWI�ND CHED,LATTICE-TYPEO COVER W/24"MAX. O.H. -10; 20 8 30 P. SF. V, SPEEDr10081 o MPH. asOi sem, JAMES M. O% 0TI0 COVER ,.0 -92 -172 e W COMPANY 2 of 12 n (602)278-6224 •Reef Q ' PPT - DF P s6 KdN LATTICE I / SE EE DE 4 SHL II IBEAM/HEADER G �� 3L, THICK SEE TABLE A FOR SIZE, CON AS, POST SPACING FTG SIZE OPTIONAL S;;�� NO: OF /PO RAFTER: RJS7 SEE SEE TABLES A8B CROS -SECTION FOR SIZE & SPACING- BEL.ON NOTE: NO. CRACKS WITHIN 2=G"OF POSTS SHALL BE OF POST SHALL BE SET BACK A MINIMUM OF 4" FROM EDGE OF SLAB Exl•- RES + T:aj-;Bai.BTE5: I;- CONCRETE. SLAB (EXISTING OR NEW) C011pCO:CRE C SLAB DO NEW FDOYVE11 T 2.D [OMCRETC SLAB GOES N07'EAIST AMC ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 70 & 90 M.PH.) TABLE A MAXIMUM POSTSPACING & FOOTING SIZE,WIND = 10/ 1.5, UPLIFT = 10 /15 WIND SPE NO SLAB WILL B[ CORTROCTEO; RS pAPi OF THIS INSTALLATION. -, Z Z Q WIND SPEED Z Q WIND SPEED. - 110 MPH. F 3 E • X 8 X .042 BEAM /HEADER WITH CHANNEL INSERT w o 3. POST SIIE (t) 3• S0. K .082• (2 ,. So. A .0133. p i w LU �% tV o w W �" TO POST CONNECTION FOOTING SIZE w F- o A. 3 50. A .I:s• (. 3" So. -.ISO- v w > LU X p v, a (2)-41-12 SMS EA LEG p 0 MAXIMUM POS HEIGHT & SIZE x (n H SZ rFOr EA. WASHER PLTLEG. J� C%j ( 4 -TOTAL 1 W1 112'X 31X Il4'WASH PT a MAXIMUM POST HEIGHT = 8'-7' MAXIMUM POST HEIGHT = 11=0 TOTAL) (4-TOTALI Hc P4A � ° Z a' < CL WIND 70 M.P.H. WIND 90 MPH WIND = 70 MPH WIND = 90 MPH. w ?I 14)-012 S.M.S - Cl: (2)-Y 12 SM.S. V4I-4112 S.M.S. - NO SLAB 41 w1 SLAB I NO SLAB W( SLAB NO. SLAB ;'- SLAB INO.SLAB I WI SLAB m e' -7'a [IV'MAX. POST HEIGHT MOTE; THIS OPEN LATTICE -TYPE STRUCTURE MAY MOT BE ENCLOSED. OPEN LATTICE TYPE PATIO COVER CROSS-SECTION GENERA) MOTES AND SPECIFICATIONS: I.•-Aluainu.d..ign and stresses er.a. oar the lat•.t ad l tion or the U.ifor. 8 ildir, Code and the 18132 ltlon of the Ale.t... C ... t ... tion 2. al.at. to... ts.t..ln.. alloys ear be ..b.clt.cad for those Cho—pY..tdad cher _7 registered .ten 'he roh"t"'Al.atn.. A.... L.".. and he.. ag..l or great.ield and .lciael..t 3. }ueo".Y.t. shalt ha....irt... 28 ear ee.pr... t.e .teengeh or 2,000 C.•.I.C encr.te Slab shall have 3;• alnl.u. thlc..... end Shall be In goes onaicion. e. All toottnps shalt beer on rir., nat.rel .n-alec.rb•a ae11 or tin.. rill. o"a1g• .•ritc.l •oil beerI.g vrs"urs - I.000 o.s.f. S. All steel ...bars •hall be not -dip gat.antred er •lecere"1•t.a and B, ni-fora to A. S.T.M. A -••B, Grad, C. ..tn.. 1.t...ra .hall, be 2024-T4. Ali other f..t.h.[. .hall be g.I..ni..d steal or cadet.. placed. All. belt. .n•u confer. to A.S.T.M. A-307 and Mea •t.nd•[d rut plat• •a.horS. Nola• for bolts .M1I b• bolt die -ter plea 1/I6- ...1.... 7. Ea0•naion bolt. °hell be Milli, Kelk Belt" KB II ...bon steel o soy par I. C.B.O. E.R. No. 4827. All bolts shall Nee A .inlwa cbnc[ete edge d1SNnu of 8 belt ela.e tore. B. Each insist tattoo .hall bear an ldantlly lop tap pi.lnp 1-M mea and •aero• of the .a .nct.r•r, design toad. she anrt ... blot,. B. All it:* pertaining to each paetleular ln•tet l.tlon shall be clre1•d. t.•., vrol.ee, Dost .peeing, footing detail. atr. Io. 0;.n Iaeeira patio .Dear .halt not be and "sad •uh any type or .due ..eaet.l..na en• design load" hs.. only bean apvli.a to 1-n• h. n1 p[olected area of the l.ttic•. rarta[s, bees. etc. per I.C.B.O. rlterls. 11._ i?r all aat.il nhvnua, ee• sheet II of 12 17'--8" 3"X 8'X.030" 12-8" 5- (d 21`72' 3 X X.03G' 15'-2" 6- p 24-9" 3°X 9 X.042 17'- 9' 7 - EV 10'- G" 1 4'- 12'-7" 5' - In_w' c - I V -11" 2-2 x11 15'-G' 24"snxu 12'- 5° 2'-5'saxn 3 15'-G' 2-Isnxla 14-20-12'-2soxlE II' -4" 2'45am 6•u) SEE BEAM 3=( TO POST CONNECTION TABLE BELOW. FASTENER CONNECTION TABLE a RAFTER TO [SEAM CONNECTION w WIND SPE D =70 M.P.H. WIND SPEED -90 M.PH. WIND SPEED - 100 M.P.H. WIND SPEED. - 110 MPH. o TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO RAFTER TO BEAM TO POST CONNECTION (2I -M 10 S.M.S. EACH LEG (21 -*ID S.M.S. WI11I2'X VS' (2)-0#10 SMS EA. LEG (2)-412 SM.S Wil II2*X l (2)-* 12 SOLS EA. LEG (2)-11,12 S.MS EA.LEG (21-tt 12 SMS. EA. LEG (2)-41-12 SMS EA LEG ® ( 4 -TOTAL 1 WASH. PITLEG' 1 4•TOTAL) EA. WASHER PLTLEG. ( 4 -TOTAL I WI I IIZ•X 3"X 1/4VYL5)1. ( 4 -TOTAL 1 W1 112'X 31X Il4'WASH PT S TOTAL) (4-TOTALI (4 -TOTAL) ( 4-70TAL 1 ( 4 -TOTAL 1 I5 (2) -if IO.S.M.s. EACH SIDE OF RAFTER (41 -sr: 10 SMS• (214#10 SMS. 14)-012 S.M.S (4)-12 S.M.S. (41-!! 12 SMS (2)-Y 12 SM.S. V4I-4112 S.M.S. - (4-10TAL) - EACH SIDE OF RAFTER. ( 4 --TOTAL I EA. SIDE OF RAFTER EA. SIDE OF RAFTER EA. SIDE OF RAFTER 'MI FOR SIZES OF 3 SO. POSTS SEE TABLE FOOTNOTES ABOVE. SHL I_I_ PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 & 110: M.PH. ) '.. (4 -TOTAL) 14 -TOTAL) N N UL (4 -TOTAL) ED Wo �E~3- pgo DIIST•7YPE4' AT AYD O RRI USED FOR, SLj� COIfOTT ION. , X097 :TYPE& .... ' ARE USED f0A FOOTIMO: CONDI M. a « 7.22.92 ,•,,. NOTED )O Is KX. C4ANGED SHT Y 2 TO 3 j� ,'�;;� FOX ENGINEERING'°"'as2-192x7 FAclil�a7-mg. E JAMES M. FOX. STRUCTURAL ENGINEER 4060 TELEGRAPH NO. DOWNEY. CALIFORNIA 90240 J i°° ""'tee'• ATTACHED LATTICE - TYPE A4TIO COVF72 W/MAX. O.H. L. L.- & 30 P.S.E WIND SPEED -70&90 M.P.H. WWWW ALLWA-LA CE ANN PAT/O C ER IAS ,rs erl VALLEY ALU�NUM COMPANY w. yNC N.ST. ' (6021278-6224. .Har 3 OF 12 ----K•K POST' TYPES;. _J BEAM TO POST CONNECTION (D 3'S&POST+(21-2N.G-1/2' X .024• W I (8)-# 14 SMS.:' ® 3'SOL. POST +(2)-2');o1/24 a �. wN WIND SPEED = 70 MPH. WIND SPEED = 90 MPH. WIND SPEED.- IOOM.PH. WIND SPEED -110 M.PH. LIVE LOAD - 20 LIVE LOAD -30 LIVE -LOAD -20 LIVE LOAD -30. LIVE LOAD= 20 LIVE LOAD=30 LIVE_LOAD=20 LIVELOAD=30 20.E X.032"wl(8)+14'ELMS. . © `3- S0. POST+ (2) 2 ki: I/2' 22 - - - - (2)-5I8'>�Nl,& TO BM 12) -340'MB. TO POST - l2) 5190 MS. TO BEAM f 2I 314°0 M B TO POST X O 24' WI (12) 14 SACS: 34SI1 POST+(2) - 2'X G 1/2' 0032. W/ (12)=M14 S.ALS: 'MI FOR SIZES OF 3 SO. POSTS SEE TABLE FOOTNOTES ABOVE. ATTACHED LATTICE PATIO COVERS WITH MAXIMUM OVERHANGS ( WIND SPEED = 100 & 110: M.PH. ) '.. TABLE B 0z LU a (n aLUprG _Ji z V17=8" N N UL a WU) m* -� ED Wo �E~3- pgo MAXIMUM POST SPACING S. FOOTING SIZE, WIND- 19/23 PS.F .UPLIFT• 30 PS.F Cr ¢ z = i _ R w a Z m o 3" X 8" X •042° BEAM / HEADER WITH CHANNEL INSERT �, FOOTING SIZE z MAXIMUM POST HEIGHT 8 SIZE a MAXIMUM POST HEIGHT= 8'-7" MAXIMUM POST HEIGHT= I I'' 0° CO x R in WIND - 100 M.P.H. WIND - 110 M.PH. WIND - 100 M.P. H. WIND =110 M.PH. m NO SLAB 2 W/ SLAB ' NO SLAB W/ SLAB ND SLAB W/ SLAB NO SLAB W/ SLAB w 3"X8"X.030' 12'-8" 5-0" IG' -II" 2=8•Saxis'") l8'I'x214"II)27oxle' la•>'xz-c• zarsnxle' IFfexz.a' 3 -Pse -xis 1e"0x2'-IO ) SEE SE POE M CONNECTION ABOVE. a 21' 2" 3"XB'XO3G" 15'-2' G'-0 15'-G" zaysnxs°(1I 1e•e xz-c•' S-0. '(2) (2i VISSaxle•1z) IssoX Z-10, (2) 31-31S0xe'ti31 lewx3'-a( N 24'9 3''X8XA42' 17'-9 7'-0° 12'-5' S-O%Qxla(2)18'0X2:e'(2 3LM.xe•(2)00x2tro'tz37 A181(2) IeFrix3'-O•(2) 3'-5•sn.xjW iff 3'-2' a 3 JTABLE w 14'-8 3'X8"XA30' 10'_r 4'-2' 15'=G' z'-G'S(LX101)IWX2'-4"11) 2'=s'Saxlei111e'0X2=cal) 2L1YSaxl8�(')IBXx2-e'II) 2'-Il1snxB•(IIIBWx2'-s•(() 3•X8"X.03G' I2'-7' S'-0' 14'-2 '-8"soxIB'(1)lVXV-G°(1)V-asaxle•(IIIS xxeNl)z'-ll5oxle"llI�oxz�'f113'-I%QXle'12)19rox2-10"(2) 20' 7 3X8"XA42 14-9" 5'-I0 II'-4' 2'-Io*,Oxls1( I6•ex2!8' a,3'-6SQ.wje2)le56x2'-e•1213'-IMScxlB'(ti 3'-3"SaXle'E21Y-r'Sax1e'42)Id,dx3'-0'(2) J , J is It K % yr OF.�LOy ``pL0 PRO )fs r,.,..... O�'L I.RC/,�V. F2fi066 1 H +' } OFESS�r� • IBCO. E.S. EVALUATION REPORT NQ 5038 a « 7.22.92 ,•,,. NOTED )O Is KX. C4ANGED SHT Y 2 TO 3 j� ,'�;;� FOX ENGINEERING'°"'as2-192x7 FAclil�a7-mg. E JAMES M. FOX. STRUCTURAL ENGINEER 4060 TELEGRAPH NO. DOWNEY. CALIFORNIA 90240 J i°° ""'tee'• ATTACHED LATTICE - TYPE A4TIO COVF72 W/MAX. O.H. L. L.- & 30 P.S.E WIND SPEED -70&90 M.P.H. WWWW ALLWA-LA CE ANN PAT/O C ER IAS ,rs erl VALLEY ALU�NUM COMPANY w. yNC N.ST. ' (6021278-6224. .Har 3 OF 12 ----K•K =QpS LO TICE - " I I 1,,> 6 -- SEE DETAIL 1114 44/5 IGaIIIII I I I I (RAFTER/ II I (SEE TABLE! J 1111 SPAS GS THICK 16 C. SLAB 1 )PTIONAL NOTE: -_. i' Sff C POS 'Pa.y�s tr NO CRACKS WITHIN 2'-6" OF POSTS SHALL NOTE: THIS OPEN LATS ICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE OF OPEN LATTICE -TYPE PATIO COVER SLAB. MAX. PROJECTION --__ MAX. . M SINGLE SPAN PER TABLE A, B $ C MAX. O.H. NOTE : FOR BEAM TO POST CONNECTION, SEE TABLE E: FOR RAFTER TO BEAM LATTICE I CONNECTION, SEE TABLE F. i r n -nn n L--1 CROSS SECTION, SINGLE SPAN __MAX., PROJECTION._._.._.._.._ _._..� LATTICE I MA%. IO.N. I RAFTER SPAN I 312 X:x I ! MAX OH SIF SEE MULTI -SPAN Qi (N MULTI -SPAN {SEE EN'L K iu NOTE 4; 10 q,o � a W/SLAB NO SLAB FOOTING SIZE 3 �' THICK C. SLAB Go: L1_.-20 PS.F I OPTIONAL L.L. 30 P.S.F.. z L--1 CROSS SECTION, SINGLE SPAN __MAX., PROJECTION._._.._.._.._ _._..� LATTICE I MA%. IO.N. I RAFTER SPAN I RAFTER_ SPAN I ! MAX OH SIF SEE MULTI -SPAN 3" X B" X .042" HEADER/ BEAM MULTI -SPAN {SEE EN'L K iu NOTE 4; 10 j W/SLAB NO SLAB FOOTING SIZE I AM 49 IO <'�y FOOTING SIZE L1_.-20 PS.F I z L.L. 30 P.S.F.. z MAXIMUM POST HEIGHT = 8'a' MAXIMUM POST HEIGHT = 11'-0" o iy �3 ~ XNu g R� 70 MPH 90 MPH 70 MPH 90MPH '- 0 70 MPH IW/ COMG 90MPH / SLAB I NO SLAB2 '0 n `s SLAB I NO SLAB I F12*THICK SLAB, OPTIONAL 1W1 SLAB NO SLAB DO. 1 I I -J CROSS SECTION, MULTI SPAN ' u l \`-_ /� FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED -70 SOD MPH)SINGLE SPAN TABLE C FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED= 70 8 90 M.PH.) TABLE A RAFTER MAx1wMt,.-7w,NT1,RTG OVERHANG FOOTING SIZE MAXIMUM POST SPACING AND . F.00TING SIZE FOOTING SIZE } aZ 3" X B" X .042" HEADER/ BEAM 3 X 8 X. 42'31'-9" 17'-9' 7-0" 3" X 8' X .042" W/ INSERT HEADER / BEAM W/SLAB NO SLAB FOOTING SIZE FOOTING SIZE L1_.-20 PS.F CD8 z MAXIMUM POST HEIGHT = 8'-7" MAXIMUM POST HEIGHT = 11'-0" L.L. 30 P.S.F.. z MAXIMUM POST HEIGHT = 8'a' MAXIMUM POST HEIGHT = 11'-0" X �3 ~ XNu g R� 70 MPH 90 MPH 70 MPH 90MPH X(j0 R,) 70 MPH IW/ 9OMPH 70MPH 90MPH / SLAB I NO SLAB2 WI SLAB NO SLAB WI SLAB NO SLAB W/ SLAB NO SLAB SLAB I NO SLAB I W/ SLAB NO SLAB WI SLAB I NO SLAB 1W1 SLAB NO SLAB LIVE LOAD 10=P.SF. 3 5' 9 14-G' 18 x 24'(1) 28'SaIT 1643 IB"Ox 28"(I) 33'SQ XIS"D) 31' -II"' IB"O X32'(2) 3G'SQ.XIB(2) 19o'X 36'(3) 41"SQXIB(31 6'-0' 13'-3' 18"O•X 24"(I) 2G'SQXI (0 18"OX28'(N 30"SQ•X18(1) 3O'-10 18"P/X 32'(2) 3S'SQ•X 1821 I X 3G'(3) 41'SQX 18(3) 7-0" 12'-3" IB'PX 24'(1) 26'SQ%1811) IBS%26 (I) 30'SQ.XI 111 29'-4 18'OX 72"12 35'SOXIQy 18OX 36'(3) 40"SQXI8(3) tz 8'-0' ll' -5 IBOX 24"(�) 2VSQ•XI 1$')_x 2G 1,) 29"Sxlx 18(1) 25'-8 18'9' x 30"C2 33'SQ•XI 18 X 34(3) 38" 50x18(3 S2 9'-0' 10''10' 18'OX 24'(4) 25'SQX 1&i) 18'OX 2G' (I) 29SQX 1801 24'-3' 18'0 x 30"(y 33"SOX 18(2 18 X.34'(3) 37'SQX 18 (3) "' = 10'-0" O >r 28'SQ•X IB 10'=4' 18' % 2401 25'SQ•XIB(ry 18' x 26'(41 (lI 'v 23'-2• IB' X 30149 32"SQ-XIB�, I X 32'(3) 37°SQ%18 (q) C11'-0' 9110' 18'j°X 2401 2S%CL x18(:) IB'WX 26' l.) 29SQX I 1) 22-2 18"9'X 30"I, 32"S0:%IB(i36"W %IB(q) CL 121/ 9'-5' 189'X 20(i) 26'SQXI$li) I8"'X2G'I,) 3O'SQ•XIS'til 21`3 is""x 26'l1 31'SQ-xI I 2( x 34) 3G"SQ X18(4 13-0" 9'-0' 181IYX 24"UI 27'5Q,X18lq 180X 28(1) 30"sa.X IB(,) 2d5" 1 ,,` X 2811) 31' SQ.X 4, 18*0 X 32'(4) 35' SQ X18(4) I$'XX 24'(i) 27'SQ-XIB(q 18 28"o) 7SQ-X 18,11 19'-8" 18"0 X 28"(1) 30.50%180 I8'0X 32'14) 35'SQ-XIB(4) • 15-0' S'-5' IBAD x 26'1i) 757-s a x .1 18 Dx 28 01 32'Sn-WX 18(1) 19'-2" IB"' x 26'(,) 30'SQX BI, 190 X 32'(4) 35'SQ%18(4) 180% 26(11 2 SQ•x 181i) I$O%30'(II32'Sax l8'LI) 18-61 Tia O"X2 1 .30SQ•X IB(i IS -x32'(4) 34' SO x18(4) 17-'0' 7 11 18OX 20171 29'SQ•xl$(,) 18" X 32'( IS' -0' l8" x 26(.) 30"54•x48,1 -VI X 32'(4) 34SQxlSg1 MAXIMUM RAFTER SPAN 8, OVERHANG TABLE _B BEAM TO POST CONNECTION TABLE E RAFTER TO BEAM CONNECTION TABLE F WIND SPEED ��, tee` WINDSPEED=70 WINDSPEEDd90 RAFTER SIZE 70 M.PH. 90 M.P.H. LIVE L LOAD LIVE.LDAD ( AT 2440.C.) MAX.CLEAR MAX. MAX. CLEAR MAX. 1<N 10 1 20 1 30 10 20 30 SPAN OVERHANG SPAN OVER 20 S 21 3NBND42 I]2 - - ❑2 - - 2 X 6 I/2 X .024" 12'-4" 4'-4" 12'-4' 4'-4".3%8. x •042 " " 8 21 !INSERT 0 0 ® ® ❑2 2 X'- GV2 X.032" IG' -6 5'-9 IG' - G' 5'-9' 2 X 61/2 X.040" 20'-7' 7'- 3' 20'-7" 7'- 3" 3 X 8 X .042" 1 23'-11" B'-4" 23'-11" V-4' �P\� Q 5 14 IS WIND SPEED -70 WIND SPEED =90 lO:RAETER, .TO BEAN TO RAFTER TO BEAM (2)1/10 SMS EA. LEC, 14-TOTALI 12)-410 SM.S.WiI"2 2)_*10 S.MS. (2)-11.b TIASW/I U2 X3x lw )rnSH R.T. EA. EACH LEG.. X3 X 114 WASHER.RS LEG. l4•TOTA ) l 4 TOTA ) EACH (4• A 1 (2)-f10 SMS R�A4 Oorl (4) -fp QFRAFTAS.N.S. EA. (21-R ID S.MS EA. 4)4 10 SMS SIDE s'X�iAAwASHRE4TOTi SIDE OF AFTER.TAL) OF RAFTER FREESTANDING LATTICE PATIO COVER WITH OVERHANG (WIND SPEED -70 SOD MPH)SINGLE SPAN TABLE C RAFTER SIZE (AT 24" D.C.) PROJECTION MAXIMUM RAFTER SPAN (CLEAR) RAFTER MAx1wMt,.-7w,NT1,RTG OVERHANG FOOTING SIZE MAXIMUM POST HEIGHT= Er -7" MAXIMUM POST HEIGHT= 11 0' 70 MPH. 90 MPH. -• 70 M.PH. 90 MPH. W/ SLAB NO SLAB W/ SLAB NO SLAB WI SLAB NO SUB W/SLAB ND SLAB L.L. - 20 PS. F. FOOTING SIZE MAXIMUM PAST HEIGHT 8 7' MAXIMUM POST HEIGHT 11=0' L. L.- 20 F 3 X 8 X. 42'31'-9" 17'-9' 7-0" 13'-9" 19'x2 I leu 1A■rwH' x ' I •x sQx ' wX W/SLAB NO SLAB L. L. - 20 P S.7_L.L.-20 P.S.F. L1_.-20 PS.F X X.042" 1' 9' 17=9 7'-9' 13'- 7" Irx2jG ' 30 8'x30 ' snr L.L. 30 P.S.F.. L. L. 30 PS.F. L.L. 30 P.S.F X - 5'-10- . 12-7 xz x 2gu I@ I x w X ' le. x30" SOxBI L.L.-30 F.S.F Lt. .30 PS.F L.L. S 3 X 8 X 042" - I- - B •24 0) 0-1 "X28 aJ32 :3a-&j&X FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED- 70890 MPH.) JvIU TI -SPAN TABLE D RAFTER SIZE ( AT 24"O.C.) p2 PROJ8:T1aN MAXIMUM RAFTER SPAN (CLEAR) MAXIMUM RAFTER OVERHANG MAXIMUM POST SPACING WITH 3 x e x.oa2 WI INSERT FOOTING SIZE MAXIMUM PAST HEIGHT 8 7' MAXIMUM POST HEIGHT 11=0' 70 M.PH-1 90 MPH. 1 70 MP.H 90 MPH. W/SLAB NO SLAB W/SLAB NO SLAT W/SLAB NO SLAB W/SLAB NO SLAB L. L. - 20 P S.7_L.L.-20 P.S.F. L1_.-20 PS.F X X.042" 1' 9' 17=9 7'-9' 13'- 7" Irx2jG ' 30 8'x30 ' snr x 4) x 1812 L.L.-30 F.S.F Lt. .30 PS.F L.L. S 3 X 8 X 042" - I- - B •24 0) 0-1 "X28 aJ32 :3a-&j&X 29olm'sa-91.1Eix 56• TABLE FOOTNOTES: 1. CONCRETE SLAB (EXISTING OR NEN) COMPLETELY SURROUNDS NEN FOOTING. Z. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OFTHIS INSTALLATIOW. 3. ADSI SIZE (1) 3• so. X .DB2• (.) ]• 50. A .188• --WTED 111\110-15!KY,!CHANGEDi0 FOX ENGINEERING '�'"�" •..,,NOTED MAX: m'n0• _K X E• JAMES M. FOX, STRUCTURAL ENGINEER 8060 TeLEGRAPx RD. DOWNEY, CALIFORNIA 00340 r r1(CtJIANLAINb LAI I1L.t- I Tit PATIO COVER L.L.-IO 208,30 PSE WIND SPEED- 70 890 M.PH NOTE: DIST TYPES El AND In ARE USED FOR SLg C. -IT IDM. oDST TYPES AMD TI iA ID ARE USED FDR FOOTING CONDI N. POST TYPES 0,3'SQ.P0ST+(2)- 2"X61/2' X .024' W I (8)-# 14 SMS. p2 3'SOL. POST+(2)-21x61/2" X .032' W / (8)-* 14, $MS. © 31 SQPOST+(2) 2'X61/2' X 0 24' W/ (12)-f 14 S.M.S. ®34 SQ POST+(21 - 2'X G 1/2' X.032' W/ (I2)-'#14 S.US. GENERAL NOTES AND SPECIFICATIONS: 1. Alwin.. deal,. ane .t ...... ... per the latest edition of the Unlfoe. 8,11dino Cod, and the 1902 edition of the Al -1... Cen.tructi.. 2. Alv.1. tar= .I -in- d iloyho ley be .ub.tttut•d for Tho.. shoe., Pr Id.d they .r. registers .Ito the Alu.in.. A..oetatim and he.. q..1 or cre.eer rt•ld end ululate .trenpth.. 3. All o ra..hall he....Inl... 28 day co resstve strength of 2. DDD P.s.l. on. also Rhe. have ;• .int... thiekn... and he. be in a, iiia Footing." hall bear an fir., natural ,-di,t,,b,d ..it o ertui.d nll. Design ..bti..l .oil beerin, P"T" n. (,DDD P.S.F.r s. ill .telt .e.bers snail b. n.t-dip aP"T"P"T"IN I ad or electroplated and o.for. to A.S.T.N. A -a.6, Grade C. S. Alu.lnw fastener•shell be 202.-T.. All other fastener• .hall be ra o•lv.nid areal 0, cae.tw placed. All bolt• sh.11 confor, to , .X. s. r.N. A-307 and na.e standard cut plate ...her- Hot., for bolts .n.0 b• bolt dt.rbr P1v. 1/18• .a.i.v.. 7. (.pan '10, bolt• ,hall be Nil ti K.ik Bolts KB It carbon .tell o equal per I. [. Ball. C.R.Np. .827. All bolt• .hall he,, • .lnlr. concrete do, distance of B bolt dla..t•rs. B. Ecco lnst.11.tio, hall bear an identifying tag 91Ning the oar and .ddr..s or th..anufactu r.r, daelo. 1o.e• .na •ncloub111tY. 9. All It..s per t.inino to ..ch particul.r InN t.tion •hall be circled, I ..., Plo)ect, Post .pacing. fppetng ••rail, ate. Dpan lattice p.tla c sMll not b• enploaed .ith any type of solid r t.ri.1, and the design load, have only b••, applied to the norrontet pro, •c tea area or the Iatil ... ...is'.. be..,, etc. par I.C.B,D. .ri 11. For .11 r.fs.hc... r. She.t II of 12, ALUMA-LATTICE PATIO COVERNSW-19287 fes Ars Br) VALLEY ALUMINUM COMPANY 12 M ugoLN S.a....n (602)279-6220.1,4oF FREESTANDING LATTICE PATIO COVER WITH OVERHANG ( WIND SPEED = 100 & 110 M.P.H.) TABLE A MAXIMUM POST SPACING AND FOOTING SIZE 3' X 8' X .042" HEADER / BEAM ' X 8" X .042" -W / INSERT HEAD` / BEAM a BEAM TO POST CONNECTION TABLE E FOOTING SIZE AN . FOOTING SIZE oE WIND SPEED MAXIMUM POST HEIGHT - 8'- 7" MAXIMUM POST HEIGHT - ? MAXIMUM POST HEIGHT= 8 - 7"CD MAXIMUM POST HEIGHT100 MA) OVER 9'— 5' M.P.H. 110 M.P.H. 100 M.PH. 110 M.P.H. xNa100 M.P.H. 110 M.PH. 100 M.P.H. 110 M.P.H. 4'-( 151- 9" W/ SLAB NO SLAB W1 SLAB NO SLAB W1 SLAB NO SLAB W/SLAB NO SLAB :iYn W/SLAB NO SLA W/SLA B NO SLAB JW/SLAB NOSLAB W/SLAB NOSLAB n'_i 3-,, LIVE LOAD = 10 PSF. 3 X X.042' sax 13-0' 7=U' II80X2`(D e-ysDXrc5,d X 2'S L'IrSaxP6 1 1 1 11-7" I It5loxeu 2-9S0,XIU(I180X&b )G•IISnxIt5(, 14- 0-14'- 10' 185`x 2'- 6;1 2= 0 sax tBVx 2' 8'(2) -O'SCLX 1%) I5-0° 4-8' 119Vx 2=G;,, 2-10.5,xe', 18"x 2'-80, 3 I•snxl&,, b'-10° IS'0x2'8' (1) 210 I&I)IB'ox2'10°(a 3 18(21 RAFTER SIZE ( AT 24'0.C.) 2'x G 1/2'x.024 2x GI/2x032 2 x G 1/2 x 040 3 x 8 x 042 MAXIMUM MAXIMUM MAXIMUM rUUIING 511-LRAFTER SIZE G(� RAFTER RAFTER POSTSPACIrNG MAXIMUM POST HEIGHT- '-7 MAAMUM.POST HEIGHT= II' -0" ( AT 24" O.C.) J6 SPAN OJERHANG 3 x IT oat• 100 MPH. 110 KPH. 100 M.PH. 110 MPH.. (CLEAR) w1IN RT WISLAB ND SLAB WISLAB NO SLAB WISLAB NO SLAB w1 Sue No sLAS I IVF I ()An = 911 PRF , s._ — ' ,s._ — ,-,.- It. — NOTE : REFER TO SHTS. 4 8'II FOR CROSS-SECTIONS`& .DETAIL CONNECTIONS FREESTANDING LATTICE PATIO COVER W/ OVERHANG ( WIND SPEED =100 d 110 MPH.) MULTI -SPAN TABLE BEAM TO POST CONNECTION TABLE E 1. AN . Sc OVERHANG TABLE W(ND SPEED 100 WINDSPEED. WIND SPEED - 100 M.P.H. 110 M.P. H. IAX.CLEAR SPAN MAX. MAX. CLEAR OVERHANG SPAN MA) OVER 9'— 5' 3'- 0' V- 5" 3'- 12' 8" 4'-O° 12'-8" 4'-( 151- 9" 51- 0' 15'- 9 • .3 I IG'- AN r_'_n' IA' -A' n'_i MAXIMUM MAXIMUM MAXIMUM rUUIING 511-LRAFTER SIZE G(� RAFTER RAFTER POSTSPACIrNG MAXIMUM POST HEIGHT- '-7 MAAMUM.POST HEIGHT= II' -0" ( AT 24" O.C.) J6 SPAN OJERHANG 3 x IT oat• 100 MPH. 110 KPH. 100 M.PH. 110 MPH.. (CLEAR) w1IN RT WISLAB ND SLAB WISLAB NO SLAB WISLAB NO SLAB w1 Sue No sLAS I IVF I ()An = 911 PRF , s._ — ' ,s._ — ,-,.- It. — NOTE : REFER TO SHTS. 4 8'II FOR CROSS-SECTIONS`& .DETAIL CONNECTIONS FREESTANDING LATTICE PATIO COVER W/ OVERHANG ( WIND SPEED =100 d 110 MPH.) MULTI -SPAN TABLE BEAM TO POST CONNECTION TABLE E AHE— RAFTER TO [SEAM CONNECTION TA---L- vPZ4� WIND �a WIND SPEED=100 WINDSPEED=110<<�� 4�', W(ND SPEED 100 WINDSPEED. 110 y��0a LIVE LOAD LIVE LOAD I 3 20 3 TO RAFTER 'TO`BEAN TO RAFTER To BEAN I4 21012SKS EA. (4•TOT.) 121-012 S.M.S. (2)•(F2 S.MS. EA.IrE(>Wll U2'.fA.LEG• X3 XU41VA (4 -TOT) R.T. 4-TOt (2)-s2S.M.5 EA.LFGW/I U2 X3 X114 XWAS Rs. 4TOT. ®1 3X8%02 2 - - 2 - _ - 4 - - q WIN - 15 l2)-g125.M EA SI)i qF RAFL f4 •TOT.1 (21.9125.k5. 12)-912 S.M.S. EAAL EA.SIDEOF RAFL(4-TOTJ RAFT. (4 -TOL) (2)-f112 S.LES EA.SIDE OF FT.l4 -MT) 2 3-518'a ,2�.I-g5,18'0 - 0 TO.SIDEOF WIINSERT M.B. TO .. BEAM2- _ _ MBEAN,2- MAXIMUM MAXIMUM MAXIMUM rUUIING 511-LRAFTER SIZE G(� RAFTER RAFTER POSTSPACIrNG MAXIMUM POST HEIGHT- '-7 MAAMUM.POST HEIGHT= II' -0" ( AT 24" O.C.) J6 SPAN OJERHANG 3 x IT oat• 100 MPH. 110 KPH. 100 M.PH. 110 MPH.. (CLEAR) w1IN RT WISLAB ND SLAB WISLAB NO SLAB WISLAB NO SLAB w1 Sue No sLAS I IVF I ()An = 911 PRF , s._ — ' ,s._ — ,-,.- It. — NOTE : REFER TO SHTS. 4 8'II FOR CROSS-SECTIONS`& .DETAIL CONNECTIONS FREESTANDING LATTICE PATIO COVER W/ OVERHANG ( WIND SPEED =100 d 110 MPH.) MULTI -SPAN TABLE RAFTER SIZE ( AT 24' 0. C. ^J�� MAXIMUM RAFTER SPAN (CLEAR) MAXIMUM RAFTER RH/WG MAXIMUM PosTsmcmc 3° x 8°x.042 WITH INS` FOOTING SIZE - lMUM P06T H • 8-7" MAXIMUM POST HEIGHT=11'-0" IOO MPH. 110 MPH: 100 MPH. 110 MP. H. 1 SLAB NO SLAB WI SLAB INO SLAB IWI sLne INO sue IWfsuB SLAB LIVE LOAD = 20 P.S.F. (2) )( ) c 3 X 8 X.04 31=9' 17- 9' 7'-0' 1 FtPx2a 3'-$ilyb 16oxz-lo Y 35are �d a'•3�o)E1B I�pxS-z' S. e LIvL LOAD - 30 PS.F n m ¢1 (v fa (2) (3) (3 3 X X.042' K2-6 2 re 181WN28 3 As 2'9. 3' 1N31KIB 3QA e 'TABLE FOOTNOTES, 1. CONCRETE SLAB (EXISTING OR NEW) COMPLETELY SURROUNDS NEW FOOTING. 2. CONCRETE SLAB ODES NOT EXIST AND NO SLAB VILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. 3. POST SIZE (11 3• S0. x.OG2" (2) 3' SO. X Z83' (3) 3°SO.x .125' (a) 3'SaX '488' 6ENERAL NOTES AND SPECIFICATIONS: - 1, Al...... a...;. and st—ses ar. Par the latest .ditto. of the Uniform Bvueing Code and cne 1902 edition of the AI..ib.e Construction 2. Altar= .Iv,i... :Lloyd .ay be .ubstuucee for those shush, provided they .r. r oi,t... Wien the Atumihu. Asaoe lesion and nave nava) or greater ylaid ..e ulcl.ste at ... oths. 3. All t° r•t..hall neva a Mini— 2e day C°.Preasiv..trenoth of 2,000 P.A.L. Contra to al.b shall he,s 3i' Minimum tnlckne,s and Shall be I. good Condition. e. ALI footing. Snell gear on Fire, nstrr.l un-eleturb•B sou o eattirtsd Ful. Design vertical Sou bs.rtng oreesur. 1,DDo v. e.F.r 5. All .deal ...;are Anal be not -dip g.l...i..d or electroplated and e. Ionfor, to A.S.T.M. A -dee, Grade C. ltuml.u. fescen•r. shall be 2024 -TA. All other r..t.n..s snarl be ..Ivani.sd steel ° c°d.tu. Plated. tit bolts °hall cmfor. to A.S.T.M. A-307 end neva standard cut plate Washees. Moles for Oolt. neu Ys boll disaster plus 1/16• .....us. 7. E.P•n.ton b.l to .hall be Nil K,ik Bolt, KB II terben steal o ague) per I.C.B.D. E. R.Na. .827. All bolts shell her. A .lnlau. contrat! edge distant. of B Dol! dlae.tara. e. Each .Installation heti bur an identifying tog giving the name one addt..s or the .anu°rectur.r, design load* .na anelo..bi)ity. G. All tinea pertaining to each PsruevtaI Ln.e.11etton Snau e. etrel•a. i.e., project, post sPsctno.. rooting e•tatl. etc. 1'D. open lattice patio cover shall not be encte..d With any Lyes or °olio .0ariat, and In, deal,• Lodes :Av. only b,en ep011md co cne nor:onta P,.,..,.d a... or ane lactic., _,tore, beds, mite ver I. C.B.O. crttel/s. a Snort 12 of 12 11. rot a aoau tararenCs. ao n `SPED PRO;Fss SMF7?5�•1 0. ECS.. 1 JJ �.s r N. s. OPkL ENCINFF9 . /uE+0cp5�a'. LC EVAL . E.S. ��p� 5038 •. Io•Is•�z ..... NKK W-1 _CFOX ENGINEERING °"'°°°PATIO T. JAMES M. PDX, STRUCTURAL ENGINEER 0Ai 7000 TNLNORAl. RD. oO�Mlr, CALIOORNIA ..... '"'"�" "°* "'• FREESTANDING LATTICE -T COVEREVALUATION L.L.-I0, 20 8.30 P.S.F WIND SPEED -100 8 110 MP . ALUMA-LATTICEPATIO COVER VAL-LEY ALUMINUM COMPANY 3so2 wr INCOLN ST. (60212f8-6224. eNvr 5 OFI I RESIDENCE ef G V2 X 2'X.024" . RAFTER ATTACHED TO POLLFORMED GUTTER & SI DE fA: TYPICAL ALL ARO EXIST. RESIDENCE 4 < t z rL e J1cW, SpgN NGS �ty PEC• / n 4 , HANT OR RAIL PER 7 SHT.12 _ OF 12 ROOF PANEL / PEROW 2 } 6®SHL 12 OFI2 / BEAN / H ADE PER DETAIL EET I,1 OF 12 SEE TA POST SPACIIM F 512E R MIN. NO. POST 3� THICK CONC.SLAB' OPTIONAL. NO CRACKS WITHIN 2'-G'OF POSTS SHALL BE PERMITTED. POST SHALL BE SET BACK A MINIMUM OF 4' FROM EDGE of SLAB. INSTALL POST l!J VERTICALLY. SEE CROSS SECTIO ' BELOW FOR INFORM Sp pUHG vw, S Spp�tNV ... pot pe`'E ,J SES FOOTING WHERE OCCURS, SEE TABLE. A ATTACHED ROOFED TYPE -PATIO COVER .' NOTE; I SHEET G eel INCLUDE L.L. 10 20 Ek 30 P.SF. WITH WIND SPEEDS OV 70,90 M 100 IN 110 M.P. H. N J 1 J I ROOF PANEL 1/4 PER. FT. MI�y 11 SHT.12 OF 12 1. Ale.ln., d..tan tv......to Par the latest ed Ittn or the Uniform alit I'D doe u,a t e 1982 edition or the Alumina. Con.tructNn 2.• Alt ...t. aluminum :IloT• .•y be .ub.tlNt.d ror tnoae aeoen, p ... idea t•Y are register.. .Ith t• Allot- a..oci.tl on and he.. equal or grater Yield .n. aItimat. acr.notn.. 3. au co enc. •hall he.. A .1.l.". 28 do, ...or ... I...tr 9t of 2.000 P.a.1." Concrete too .hell he.• 3;• •Lni,m thickness and .hall be In goad *ndlllon. .. all footing• .nacl peer on /lr.. nacurac un-al.turbed Boll AT certified fill. Oeslgn vrtle.l •all b.•eing preseur. 1.000 D.S.F. S. 111 •Nei ...per• .hall be not -alp get ..hind or al•ct-plat•a and onro r. to A.s.T. M. A-..9. Grade C. 8. Allot .. I.;IS-1• hall be 202.-T.. All other fasteners .hall be g.l.anlr•e teal or caeelue Plated. All batt .hall co.for. to A.s. r.M. A-307 and h•.. at.nd.rd cat plat. ••.hers. Holes for bolts nail e. pelt dl..to, At Us 1/18• .x1."..1 7. E•P•n.lon bolt. .hell be Mllti Nolk Bolts AS 11 carbon steel or equal per. I.C.B.O. E.R.Mo. 4927. All bolt• shall hove . .1nlaum concrete .aP• distance or B bolt dlt..to,.. a. Each ln.to"*it. .hall be•: An identifying tag glvino the name And .Aar... of the ..nur•eturer, a.elon lead. ane enc I0. 1I!ItY. e. All Items pertaining eo a.en:p.rt teul.r lnet:..tian anacl pe circle.. 1.... oro)•ct. .at spacing. footing detail, etc. lo. DD•n 1•tttc...its color *hall not b• .ncla•ea xltn any type .1 solid .aterl•l, and the d•.Ign load. have only Dain .PPlled to the nertontal .raja c t.. •d . or the tactic., raft p. bee... .tc. per I.c.8.0. criteria. n. For a aa•u r.nrance., eea sheet 12 of 12. _ -- - -_- ---- - --- ATTACHED - - -LATTICE - PATIO --COVERS 18 21 19' -IO' G'- (--WIND=SPEED 10'-0" 016. 018.020• 20 Azo' 020 02S' 02s =70 -8. 21 -90 -MPH:-> _- - __,=-- :.--_- =TABLE- . -A- 7'-7' 5-2" 5'-2' 19 m� MAXIMUM Nz PANEL 'THICKNESS' 3 X e X 2� POST Wo •+� 2+ •+�'� p•+ \ � .q, 6 2 (Q z 70 90-o 70 5U gm MPH. MPH M�H. MP. MP.H. MPH MPH 042 BEAM SPACING 1 if �m � N� POST / HEADER : 1 m� J rn� p� F SPA I2E ING 3 X 9 X POST t,� z 81 FOOTING 042 INSERT BEAM/FADER SPACING mx m J � O Jp� �• * SIZE oOnNc�1Z x • M � iE USE MIN. I WIND FOR S TYPE 2- =10/15 RUTH INSERT NO OF POSTS 70 POST 3 4 1 P.S.F. 9EAM/HEADER TYPE 2 UPUFT-10/15 90 3 4 UNENCLOSED MIK LENGTH PS.F & BEAM/HEADER #109a LOCK ENCLOSED u1N. 4 0 LENGTH LOCK 4 22 16 0 4' 8'-O' ole' .018 02o1jO2 2W O2o AIB' AIe• 12=5' 12-5' -11 20 23 2B-9 12-5 8-11 26 30 2 2 2 - 3 2 - - G' -O" z 2- b y 4 s ok g' -O",018" Ale'.020020 O'.0eo•.o16" AI9' II -I I' I I'II" 8' 2 20 23 27'5 I1-11' 8'2 26 30 '.2 2 2 - 3 2 - - 6 9" 2 13-6'18' 4 6 10'-0".ole' 18" 20'oaD°A20'A20'AIe•.018'11115'I1-4 7=G' 20 23 26-3 11'-4' 7=6' 27 31 2 - - - 3 2 - - 7-6° 2 1 0 s 7 I I' -0,10W.018".020 A20•A20" d'Ola" ole° 10 -II' lo -6' 6'-1 I' 20 23 25-3' 10'$" V-1 I 27 31 2 .2 - - .3 2 2 - e-3" 2 16L, s 7 12'-0"Ala" Is" 20' 002D"0241 e° IB 10-G' 9-9' G'-5' 21 24 24-4 9=9' G-5' 27 31 3 2 - - 4 3 3 2 9'0" 2 40' s g ;>11'R PAT •1 LS' SEE 11 13'-0"Ale"Alet'A2o' 0020".02a'AI9" 025 10-2' 9-I G -O' 21 4 23-6 9'-I' 6-0' 28 32 3 2 - - 4 3 3 2 9'-9" 2 9.6 6 g 14'-0" .016'.018".020 D"20".0321025'00 9-10 8'-G° 5'-7' 21 4 2Z-9' 8'-6 5'-7'1 28 32 3 2 - - 4 3 3 .2 low" 2 1 0 , 6 9 W. 12oP 15' 0' .OIs' A16 020 021,024" 032 - - 9'-7 8-0 5'-3 21 25 22-1' 8' -ON 5 3 28 32 3 2 - - 4 3 3 2 103" 2 2 7 Io iIG' LD -0' 1018' .016 .025 1025 1024 .032 - - 9'-4" -7'-7 5'-0" 22 25 21`5' T-7" 5'-0' 29 33 3 2 - - 5 3 3 -2 12'0" 2 a- I7-0' AIB'.OIB -Ci-5; -0-2 10 32 .032 - - V-1' 7-2' 4'-8 22 25 20=10 7'-2' 4'-8 29 33 3 2 - - 5 313 2 1219' 2 6 11 �F SppCl%; b�Z20=0" J 18'-0' .024 .024' 028• Ate _ _ - - B-10 G'-9" 4'-G' I9'-0"•�a'.O2a•o32'032' - - - - 8'-7 G'-5' 4'-3 22 22 25 25 20'-4 19-10' 6'-9 4'-6" G'-5 4-3' 29 29 33 33 4 4 3 '3 2 - 5 3 .2 5 4 4 3 3 I3' -G" 14'-3 2 2 2}0 s sc a 11 Iz t4.3 .o2e'Aze .oao • - - - - 8-5" G'-2 4-I 22 26 19'-4 6-2' 4-I' 29 34 4 3 3' .2 6 4 Is' -o' 2 9 13 21-0 .oat' Ax - - - - - - 8'-2 5-10' N-10" 23 215 18' -II 5'-10 3' I 30 34 4 3 2 G 4 15=9' 2 J1L6 _9 13 12 OF 12 W(YY�ee00� �eee®ee �ssaas� I- 4'-5" 4'-5" 17 19 16=4 4'-5 4-: 9'-0 .a8' .ole' " oaD owl' ' ale' ole' 8'-7" G''7' G'-7" 18 21 19' -IO' G'- 4'-1 10'-0" 016. 018.020• 20 Azo' 020 02S' 02s 8'_3 G-' 0 6-0' 18 21 19'-0" 6- 3 11-0' le' AIW-7.020'.020'070' Ago 0125" 025. 7=11' 5-7 5-7" 19 21 1813' 5'- ,,j 12=0' Ie° )e' 025' 21, 024' 024 - - 7'-7' 5-2" 5'-2' 19 21 17-7 -7- I3 O' 024'1024 •o .o- .032. _ _ 74' 4'-10" 4-10 19 22 I _7 0 4'-I 13 7" 3' I 14.0' 1024" 4 032'0x' - - - - 7-2" 4'-G" 4'-G 19 22 IG 5' 4'- J 15-0" 9'1040 40 - - - _ 6 -II 4'-3' 4'-3" I9 22 16 0 4' 16=0' 1032'1032 - - - - - - G'-9" 4'-0" 4'-0" 20 22 15-G' 4- 17-0' A4O.o4o - - - - - - G=7' 3=10' 5110120 23 ISI" 3'-I W(YY�ee00� �eee®ee �ssaas� I- 4'-5" 4'-5" 17 19 16=4 4'-5 4-: i" 4'-1" 4'-1" 17 20 15-514!-I' 4'-1 3' 9 3' 9' 1'7 20 15' 3'-9'_ 3 3' 3'- G' 3'-G" 18 20 I' 3'- 3 3- 3 18 20 0' 3'- I' 3'- I 18 20 13 7" 3' I 3'-1 �m©ova©©©ems© OF 12 BEAM/HEADER I. POS A CONNE ION TABLE B TABLE FODiN0�5: T�CIi -CONCRETE SLAB. NO CRACKS tl1111" 2'-e• Oi POSTS SNIILL BE PERMITTED. POST WIND SPEED - 70 MPH. WIND SPEED = 0 MPH. SHALL BE SIZE GACA A MSE, I.A ai .• FRO. EDGE F sLAe. Z. FOOTING SIZE 15 A CUBE. I.E.. 20 20` % 20 -OX 10• de•P• POST WI SIDEPLATE$ 3. TOTAL MINI RUN NUABER OF 110 5.x.5. PER POST TO BEAR CONNECTION FOR DETAILS 19 A 20. x ,(P o S,G O N FOOTING 5 5•G ON FOOTING 5 0. AINIAUM LENGTN ANO NUMBER Oi $MEET RCM SCREWS ABOVE OIA1..1L LINE IS i0R TO AVN 3 SQ.X .024 AT $LAB.di <�V !(,. ON SLAB p ON SLA B VINO. xINIRUR LENGTN AND NUMBER OF SHEET AETAI SCREYS BLLDY DIAGONAL LINC IS FOR 3 SQ X.02 AT FDOTJNG ai W Q S� 8 X.042" E°X.042°WIIN 9'X .042' 6•X.042 (INSERT ,90 R.P.H. WINO. Iz o - t. S.M. o - 1e B.M. tam.FDi FOR SIDE PLATES SEE POST I~ (D-8 r0 vosr i s/e•e o PaST A s/Bxa TYPES, AND DETAILS � o x 2 3/.• EMBED: z 3/.• EMBED. POST BASE.. CONNECTION.. CONT. (. ON FOOTG ONLY) ' �in L.L•IO ANCMORS TO SLID " - NCNORS TO SLAB _ P 3N STEEL W/ 2•x J•x 3/t6°. /.2•x J•• 11 6• ` ��- WIND SPEED -70 M.P.H.. WIND.SPEED = 90.M.P. H. :Ilff WASHERT'.PLATEIZE ASMERl. GPLATELMA.I E ��P 11 t• 8'X .042' S 8'%A42'V/IINSERT 8°%.042" 5 e'X.042'WI INSERT 7 Q 24 (^)- Ito s.M.s. (n)- lie s.Ma.- (e)- Ile S.N.S. - (a)- /N S.M.S. ro vosT i 5/e•e To vosr a 3/B•B O To vosr a (z)- TO vosr A (2)- L.L. ' 2 1/2• EMBED. r 2 1/2• EMBED. 1/0.9'x 2• _ 3/ 'S x 2 1/2• ANCHORS.TO sL AB ANCMDRS TO SI.RB LL°30 EMBEDMENT TO ERBED. AN NOR - 20430 W/ 2"• 3•w3/16• - Y/ 2. 3•x3/t6x' - - FTG: Y/ 1•x 2• TO FTG. Y/ 2• MI I I STEEL GALVANIZE. STEEL GALVANIZE x 3/16• STEEL x 3•x 3/16•STL. Fs%, L L' I WASHER PLATE. NER PLATE. - GALV. WASHER'9L! GALV. WASHER PL." d - 1. S.R.S. (2)- 1/A'B TNRU (2)- 1/2x8 THRU (2)- 3 B•B TNRU (2 . ] e•B YKRU CL O NOTES 6 d 2a o vosr a (z)-' ro Posr a (2I- 19 BOLis To. vosr A BOLTS TO POST i BOlrs To Posr A. eDLrs To vosr A /B•B x 2 1/2' 3/e•e x x 1/2• (2)-3/e•exe t/.• (2T- s/e•B • 7• t2)- 1/2•e , s• (2)- 3/.•B x e• POSTS MAY BE ATTACHED L.L. e MBEDMEMT TO _ - EMBEDMENT TO - - L.L.- EMBEO.W/1•• 2•• EMBED. ANCHORS EMBED. ANCHORS ENDED. AMCMORS TO CON SLAB, SAFTEYLRB W/1°x 2•x SLAB Y/1•x 2•s ]/18"STK. GALV. W/1•• 2'x 3/18• m/1•• 2•x 3/18• W/1•x 2'• ]/18• STAKE, ABESCO EARTH 10 5//B! STL.GRLV. ]/16• STK. GALV, ypSNER.PLATE. STEEL GALVANIZE STEEL GALVANIZE STEEL GALVANIZE tlaSNER PLATE. WASHER PLATE. WASHER PLATE. tlASHER PLATE. ER PLATE. ANC/IDR, OR COW. FOOTING. - SEE TABLE B 8 S 4 0 to s.A.s. (e)- 114' s•M.s. 70 'PosT i (2)- r0 vosr a (z)- 19 (2)'- J/Bee TNRU(i)_ 1/.°B TNRU (2)-'1/2•B THRU 1/e°B x 2' 1/e"B x 2• BOLTS TO POST a POST J BOLTS TO POST i POST TYPES EMBEDMENT TO - _ _ - - BOLTS T0. EMBEOAENT TO _(2)- 1/2•e . 6• (I) -3/8.9x9 1/e• (2)- 5/0.8 x 7• L.L.= L.Lr 20 W%80.2"}N3/O6; EABED.m/1°• 2'x YI1�0.2•aN7�1BS SLAB tl/'1"x 2• FTG. y/ 1•x 2• 20 E 30 • J/18•�STEEL x ]/16• STEEL' STEEL GRLVPNI2E •3/16•STL. CALM. Si EEL GALVANIZE GALV. WASHER PL. GALV. tlPSHER PL. tlRSNERPLRTE. �.3N50-POST+(2)-2'X61/2' tlASNER PLATE. t1ASME3 PLAT E. (A)- 1. (2)_ ] e•e rxau 7 (2)- 1/e°B TNRU X .024' W/ (8) # 14 SMS. TO v0$$T i s/e•a • 2 3/e° EMBED. 19 BOLTS TO. POST i BOLTS TO POST i ❑2 3'SO.•POST+(2)- 2''xG 1/2" L.L. ZO - ANCHORS To FTG. - - _ - (z) -3/8•e.. 1/e• _ _ (2)- 1/z•B x e• N W/2•• 3•x 3/16 L.L.-30 EMBED.TL.0 2•• EMBED. ANCHORS X.032 WI(B)-'«I4•S.MS• 3/18•S -PL GALV. m/1°• 2•x 3/18° •q STEEL GALVANIZE. STEEL GALVANIZE © 3' SQ POST + (2) 2'X G 1/29 ASHER PLRTE. WASHER PLATE. / a (e)- Ito S.N.S.• ..(e)- /Je S..M.S.l YASNEP PLAT X024'W1(12)-#K SIMS.' O TO POST i 1/2.5 TO POST i 5/B•B 'g'cOYCNETE' ANCHOR BOLT SMALL BE KYIN-BOLT II. EARBOM STEEL AS / N g �� x 2 1/4' EASED. A 2 3/e' EMBED. _ MCA UFACTUREDBZy HILTI, INC. IN CC FORNANCE YIT" I.C.B.O. E.S. ® 3'SQ POST+(2) - 2'X G 1/2 L L •30 - ANCHOR TO FTG. - - ANCHORS 70 FIG. 6 EPORT MAYBE ATT HED TO SOFTY STAKE STAN SHT.II OR Hr.L EMV/,y, X.032' WI (12)-414 S.M.S. W/21x 3•x 3/16• m/2•x 3•x 3/ts• © o F STEEL GALV AMI ZE STEEL GALVANIZE EARTH ANCHOR, 9 SHT. II -EO F°j�.„• W`y\/.••..'' WASHER'PLATE'. WASHER PLATE. P./fidT'/'xry\,'•,EDF NOTE: (A)- 070 S.M.S. ••""'�,'�Z\ y� IIQST TYPES 1 ANO 7 ARE USE ©TO PO57 A (Z)- NP. f4� • f FOR S CO........ POST T11 '� J/B'B x 2 1/2• 1 INT AOM13N )g ARE USED FOR FOOTING EMBED. ANCHOR - - 1�•E.23j[OxOIRBx.1"L-20TO FTG. m/I UIGrW2iJx 2•. 3/iS-STL.GALV. WASHER.PL. 0i'/ RO%YB5.1 tGBO E S. NO 503E 7.7 .02 A•Is Kx. oJANGED slJr.« .TOG nf•mo FOX ENGINEERING •o.fatT Fu M'r a0' E JAMES M. FOX. STRUCTURAL ENGINEERL.L. N000 TBIeoMArm AD. 001 HEV. CALIFOMMIA o02.o ATTACHED ROOFED. PATIO COVER W/ 18' MAX. •H. q,20S3O PS.F.REPORT WIND SPEED=70390 M.P.H.W_4INCOLN LALUMA-LIAMIC,- PATIO C .VER (AS MFTx B-.. ALLEY ALUMINUM COMPANY ST. (602)ZJa-6224. �w Hn 92EVACUATION NHar (AGF 12 . NOIED KK. �m©ova©©©ems© ®m©©ee©©©ems© OF 12 BEAM/HEADER I. POS A CONNE ION TABLE B TABLE FODiN0�5: T�CIi -CONCRETE SLAB. NO CRACKS tl1111" 2'-e• Oi POSTS SNIILL BE PERMITTED. POST WIND SPEED - 70 MPH. WIND SPEED = 0 MPH. SHALL BE SIZE GACA A MSE, I.A ai .• FRO. EDGE F sLAe. Z. FOOTING SIZE 15 A CUBE. I.E.. 20 20` % 20 -OX 10• de•P• POST WI SIDEPLATE$ 3. TOTAL MINI RUN NUABER OF 110 5.x.5. PER POST TO BEAR CONNECTION FOR DETAILS 19 A 20. x ,(P o S,G O N FOOTING 5 5•G ON FOOTING 5 0. AINIAUM LENGTN ANO NUMBER Oi $MEET RCM SCREWS ABOVE OIA1..1L LINE IS i0R TO AVN 3 SQ.X .024 AT $LAB.di <�V !(,. ON SLAB p ON SLA B VINO. xINIRUR LENGTN AND NUMBER OF SHEET AETAI SCREYS BLLDY DIAGONAL LINC IS FOR 3 SQ X.02 AT FDOTJNG ai W Q S� 8 X.042" E°X.042°WIIN 9'X .042' 6•X.042 (INSERT ,90 R.P.H. WINO. Iz o - t. S.M. o - 1e B.M. tam.FDi FOR SIDE PLATES SEE POST I~ (D-8 r0 vosr i s/e•e o PaST A s/Bxa TYPES, AND DETAILS � o x 2 3/.• EMBED: z 3/.• EMBED. POST BASE.. CONNECTION.. CONT. (. ON FOOTG ONLY) ' �in L.L•IO ANCMORS TO SLID " - NCNORS TO SLAB _ P 3N STEEL W/ 2•x J•x 3/t6°. /.2•x J•• 11 6• ` ��- WIND SPEED -70 M.P.H.. WIND.SPEED = 90.M.P. H. :Ilff WASHERT'.PLATEIZE ASMERl. GPLATELMA.I E ��P 11 t• 8'X .042' S 8'%A42'V/IINSERT 8°%.042" 5 e'X.042'WI INSERT 7 Q 24 (^)- Ito s.M.s. (n)- lie s.Ma.- (e)- Ile S.N.S. - (a)- /N S.M.S. ro vosT i 5/e•e To vosr a 3/B•B O To vosr a (z)- TO vosr A (2)- L.L. ' 2 1/2• EMBED. r 2 1/2• EMBED. 1/0.9'x 2• _ 3/ 'S x 2 1/2• ANCHORS.TO sL AB ANCMDRS TO SI.RB LL°30 EMBEDMENT TO ERBED. AN NOR - 20430 W/ 2"• 3•w3/16• - Y/ 2. 3•x3/t6x' - - FTG: Y/ 1•x 2• TO FTG. Y/ 2• MI I I STEEL GALVANIZE. STEEL GALVANIZE x 3/16• STEEL x 3•x 3/16•STL. Fs%, L L' I WASHER PLATE. NER PLATE. - GALV. WASHER'9L! GALV. WASHER PL." d - 1. S.R.S. (2)- 1/A'B TNRU (2)- 1/2x8 THRU (2)- 3 B•B TNRU (2 . ] e•B YKRU CL O NOTES 6 d 2a o vosr a (z)-' ro Posr a (2I- 19 BOLis To. vosr A BOLTS TO POST i BOlrs To Posr A. eDLrs To vosr A /B•B x 2 1/2' 3/e•e x x 1/2• (2)-3/e•exe t/.• (2T- s/e•B • 7• t2)- 1/2•e , s• (2)- 3/.•B x e• POSTS MAY BE ATTACHED L.L. e MBEDMEMT TO _ - EMBEDMENT TO - - L.L.- EMBEO.W/1•• 2•• EMBED. ANCHORS EMBED. ANCHORS ENDED. AMCMORS TO CON SLAB, SAFTEYLRB W/1°x 2•x SLAB Y/1•x 2•s ]/18"STK. GALV. W/1•• 2'x 3/18• m/1•• 2•x 3/18• W/1•x 2'• ]/18• STAKE, ABESCO EARTH 10 5//B! STL.GRLV. ]/16• STK. GALV, ypSNER.PLATE. STEEL GALVANIZE STEEL GALVANIZE STEEL GALVANIZE tlaSNER PLATE. WASHER PLATE. WASHER PLATE. tlASHER PLATE. ER PLATE. ANC/IDR, OR COW. FOOTING. - SEE TABLE B 8 S 4 0 to s.A.s. (e)- 114' s•M.s. 70 'PosT i (2)- r0 vosr a (z)- 19 (2)'- J/Bee TNRU(i)_ 1/.°B TNRU (2)-'1/2•B THRU 1/e°B x 2' 1/e"B x 2• BOLTS TO POST a POST J BOLTS TO POST i POST TYPES EMBEDMENT TO - _ _ - - BOLTS T0. EMBEOAENT TO _(2)- 1/2•e . 6• (I) -3/8.9x9 1/e• (2)- 5/0.8 x 7• L.L.= L.Lr 20 W%80.2"}N3/O6; EABED.m/1°• 2'x YI1�0.2•aN7�1BS SLAB tl/'1"x 2• FTG. y/ 1•x 2• 20 E 30 • J/18•�STEEL x ]/16• STEEL' STEEL GRLVPNI2E •3/16•STL. CALM. Si EEL GALVANIZE GALV. WASHER PL. GALV. tlPSHER PL. tlRSNERPLRTE. �.3N50-POST+(2)-2'X61/2' tlASNER PLATE. t1ASME3 PLAT E. (A)- 1. (2)_ ] e•e rxau 7 (2)- 1/e°B TNRU X .024' W/ (8) # 14 SMS. TO v0$$T i s/e•a • 2 3/e° EMBED. 19 BOLTS TO. POST i BOLTS TO POST i ❑2 3'SO.•POST+(2)- 2''xG 1/2" L.L. ZO - ANCHORS To FTG. - - _ - (z) -3/8•e.. 1/e• _ _ (2)- 1/z•B x e• N W/2•• 3•x 3/16 L.L.-30 EMBED.TL.0 2•• EMBED. ANCHORS X.032 WI(B)-'«I4•S.MS• 3/18•S -PL GALV. m/1°• 2•x 3/18° •q STEEL GALVANIZE. STEEL GALVANIZE © 3' SQ POST + (2) 2'X G 1/29 ASHER PLRTE. WASHER PLATE. / a (e)- Ito S.N.S.• ..(e)- /Je S..M.S.l YASNEP PLAT X024'W1(12)-#K SIMS.' O TO POST i 1/2.5 TO POST i 5/B•B 'g'cOYCNETE' ANCHOR BOLT SMALL BE KYIN-BOLT II. EARBOM STEEL AS / N g �� x 2 1/4' EASED. A 2 3/e' EMBED. _ MCA UFACTUREDBZy HILTI, INC. IN CC FORNANCE YIT" I.C.B.O. E.S. ® 3'SQ POST+(2) - 2'X G 1/2 L L •30 - ANCHOR TO FTG. - - ANCHORS 70 FIG. 6 EPORT MAYBE ATT HED TO SOFTY STAKE STAN SHT.II OR Hr.L EMV/,y, X.032' WI (12)-414 S.M.S. W/21x 3•x 3/16• m/2•x 3•x 3/ts• © o F STEEL GALV AMI ZE STEEL GALVANIZE EARTH ANCHOR, 9 SHT. II -EO F°j�.„• W`y\/.••..'' WASHER'PLATE'. WASHER PLATE. P./fidT'/'xry\,'•,EDF NOTE: (A)- 070 S.M.S. ••""'�,'�Z\ y� IIQST TYPES 1 ANO 7 ARE USE ©TO PO57 A (Z)- NP. f4� • f FOR S CO........ POST T11 '� J/B'B x 2 1/2• 1 INT AOM13N )g ARE USED FOR FOOTING EMBED. ANCHOR - - 1�•E.23j[OxOIRBx.1"L-20TO FTG. m/I UIGrW2iJx 2•. 3/iS-STL.GALV. WASHER.PL. 0i'/ RO%YB5.1 tGBO E S. NO 503E 7.7 .02 A•Is Kx. oJANGED slJr.« .TOG nf•mo FOX ENGINEERING •o.fatT Fu M'r a0' E JAMES M. FOX. STRUCTURAL ENGINEERL.L. N000 TBIeoMArm AD. 001 HEV. CALIFOMMIA o02.o ATTACHED ROOFED. PATIO COVER W/ 18' MAX. •H. q,20S3O PS.F.REPORT WIND SPEED=70390 M.P.H.W_4INCOLN LALUMA-LIAMIC,- PATIO C .VER (AS MFTx B-.. ALLEY ALUMINUM COMPANY ST. (602)ZJa-6224. �w Hn 92EVACUATION NHar (AGF 12 . NOIED KK. v BASE UONNEUI ION TABLE B I TABLE Ix)O)NorE5% I. ��2"7He K�CO eCCRETE SLARICK WITHIN 2-G'CF POSTS SHkL.BEFERM(TTED. POST Inn MPH WIND ;PFFn In MPH kt".4i .err Qom.` ATTACHED LATTICE PATIO COVERS ( WIND SPEED - 100 8, 110 M.PH. ) they • re gist ... d rIth the Alu.ln.m Association and neva .duel ar ' x .D 42" 8"x,0424%-.., (2) - 314"0 M.B' ' x D42.' TABLE A 4. MIM LENGTH b NCI OF SHEET METAL SCRE CREW S A DY LENGTH AND NO.OFS)EET METAL 4 7 4 ROOFED COVER MAXIMUM 'POST SPACING 8, FOOTING SIZE WIND = 19 �m UPLIFT = 0 PSI. F- PANEL THICKNESS' 3 X 8 X 42 BEAM/HEADER 3XBXOA2 INSERT BEAMIHEADER w Sti ^7 tiP fLL POST SPACING I" SIZE POST SPACING FOOTIIL IZE USE FOR BOTH INSERT BEAM/HEADER.B SEAM/HEADER +�z m L. m = _ Ina mn a Q M� NO OF QTS UNENCLOSED ENCLOSED a z Za Za °� Z Zai , 2 POST TYPE IOOPOST TYPE 110 MIN iF 10 MIN. NIO Sms I 110 110 100 110 I II O p� pow p Q O �f jg �a $ o I 2 3 4 1 2 3 4 LEN6TN LOCK LENGTH LOCK MP.H MPH. AW. H. 11 MP.N MRM NP.H MP.H .4 _ EMBED. A8! 8'- 0" 2 Aso 2D' 20 .o2a' Za :018• .a8" 8'- G` 4'-2• 4'-z 25 25 19'-8' 4-2" 4'-2° 34 1 34 6 3 3 2 7 4 4 3 6'- o' 2 16 0 6 / 7 e - 1e s. A. S. 9'-O' 020'.01,0' 5' ' 032" 32'.025'.025 8'-2' 3-1o• 3',o' 2G 2G 1E -1o' V- IF 3'-1d' 34 34 G 4 4 28 ANCHORS TO SLAB 4 4 3 6 9' 2 Y/ 2'. 3'. 3/16• FTG. YA2)-2222 X3'X 10'• D D20' 020' 25' .O25' 32" 32' - - 7' -lo• 3'-G' s'-6' 2G . 2G Ig'- I" 3'- 6' 3'-6' 35 35 7 4 4 3 8 5 5 3 7'- 6' 2 Iso i7 / (0)-/10 S.R.S. TO POST 1 5/8•H 11'-0" oz0".020'028' LPs' - - - - 7'-G' 3'-3' V-3' 2G 2G 17' 4" 3'-3" 3-3' 35 35 8 4 4 3 9 5 5 3 1 9-3' 2 IG' Gj220 8/10 12'- 0' oto• 020' 032' Dae - - - - 7'-3' 3'- 1" 3'-1' 27 27 IG' -9' 3'- I"_ 3'- I' 35 35 8 4 4 3 10 5 5 3 9'-0' z I -a/ • 9/, STEEL GALVANIZE 'WASHER 'PLATE. 13'- 0' 020 old' Doo' 040 - - - - 7'- o• 710' 2'- or 27 27 IG' -2- 2'- a° 2- IO' 3G 3G 9 5 51 310 6 6 3 � - 9" 2 1 c% . 9/11 O5°$(a)- 8 b a 14-O° 025 025' - - - - V -ID' 2'-8' 2'-8' 1 27 27 15'-8" 2' 8" 2'-8' 3G 36 9 5 5 3 II G G 4 Id -6' 2 z -O'/ lO/12 , ERBEORENT TO 15' 0'025' s" 040' - - - - C-7' z'- G' . 2' 6' 28 28 15'- 3' 2'- G• 2'- G' 3G 3G IO 5 5 3 12 G G 4 11'- 3' z/3o- 1'/ 3 Q - IEL21.028'028' - - - - - 6' S 2-4" 2'-4• 28 28 14-10" z'-4" 2'-4' 37 37 IO 6 5 3 12 7 714 12.0" 3 -1 / _ 8/ 10 EASEOMENT TO EASE 17-0"032" 32'' - - - - - - G'-3• 2-3' 2'-3" 28 28 14'-5" 2'-3" 2'-3' 37 37 II G 6 4 13 7 7 4 12-9' 3 2-Gj3a'-a 9/11 JI$-0" �" - - - - - - 6'-I' z'-2' z-2' 28 28 14% Is 2'-2' 2-z' 37 37 11 G G 4 14 7 7 5 13'-6" 3 27'0. 1 9/1 J 19 -0 40' 40' - - - - - - 5' -If 2-0' z'-0" 29 29 13'-9" 2'-0° 2'-0' 38 38 12 7 G 4 14 8 8 5 14'-3" 3 266y .- to/ L. L: 20 20-,0"040"1040"- - - - - - 5'-10' I'-11' 1 - 20 29 I3' S" 1'- H" 1'- n' 38 38 13 7 7 4 15 8 8 5 (s' -o" 3 -O/ 10 40=0 0/12 p 20-10'040"0'10'- - - - - - 5' 8' I'- Io' I'- Io 29 29 13'- 2" 1'- 10" 1` lo' 38 38 13 7 7 4 IG 8 8 5 15'-9' 3 'ANCHOR TO FTG. .YF2"X3 13116' ISTEEL-GAL VANIZE (A)- /te S.A.S. ® TD POST.a2- S8'4 ' X 7! ENBED. L. L.'20 ANCHORS .TO TTG. 8'-O DM' 2o".o2o"C2d' ",024'018' D18' 8-G' 4-2'' 4`-2' 25 25 1}8" 4-2' 4=2" 34 34 6 3 3 2 7 4 4 3 9'-0' 020" 5 5' '4421025"D2s 8-2 3 -lo' 3' -to- 2G 2G IB' -a" 3' -Io" 3'-1o' 34 34 6 4 4 2 8 4 4 3 V-9' 2 /1 '_ 7 8 10-0' 20' 20' 025" 25.032" 32 - - 7-10' 3-6" 3'-6' 2G 26 18'-1" 3-6" 3'-G' 35 35 7 4 4 3 8 5 5 3 7'- G' z - /H -n / 9 Q 11'-0' .020'020'.028"028' - - - - -1 7-G' 3'-3' 1 3-3" 1 26 2G 174 V-3" 3-3' 35 35 8 4 4 3 9 5 5 3 8-3" 2 16-6/ / 10 N -?-- O" •O20 20' 032' 32 - - - _ -- 7'- 3' 3'- 1' 3'- 1" 27 27 16-9' 3'- 1" 3=I" 35 35 8 4 4 3 10 5 5 3 9'-O' 2 4 9/ J 13''0' 20'.040 - - - - 7'-0" 2' 10' 2- )o" 27 27 IG'2' z-10' 2'-10" 36 3G 9 5 5 3 10 G G 3 9'-9' z I -G/26_O' 9/11 J 14' O' 025' °Dao' ao _ _ _ _ G'- lo" 2' 8' 2'- 8" 27 27 I5'-8" 2'-B" 2'-8' 36 36' 1 9 15 5 3 11 G 6 4 to - 6' 2 21 ;/26-0- IO/ 15'- O° O25' 25° 40' 040 - - _ _ 6-7' 2' 6' 2'-6" 28 28 1 IS -3' 2'-6" 2-6' 1 3G 3G 101 515 3. 12 G I 6 14 11'-3' 2 G/ 11/ 13 IG' 0 z8' 28' - - - - - - G -s" 2'-4' 2' 4" 28 28 14'-10' 2'-4' 2'-a' 37 37 10 G S 12 7 7 4 Iz' o' 3 24 / ,- t 8/ I7'-0° 3z' 32" - - - - - - G'-3" 2'-3" i -s' 28 28 14'-s' 2'-3' 2'-3' 37 37 11 G G 4 13 7 7 4 12'-0ft " 3 2 6/yy0' g II 8'- p' 018"O1B"02o°020.024',024.018' 18" 7=5" a -z' 4'-2' 24 24 17-1" a -z' a -z" 32 32 2 2 2 - 3 2 - - G' -o' z / 6/7 9-0" DIB" 018^ 020' 20 .024° .0241025",025!17'- Is S -1o° 3=10• 25 25 IG' SIO" S IDI 32 32 2 2 2 - 3 2 - - 6'-9° z 1 •- / t 7 /8 V-0" 018. 018'.025' 025 032' 032 - - G'-9' 3-G' 3'-6" 25 25 IV -8" 3-6' 3-6• 33 33 2 - - - 3 2 - - 7'G" 2 I ' / P0' 7 /g 11- 0° .020.024'428'C128 032" AL3? - - V -G' 3'-3' 3'- 3' 25 25 15' Do 3'-3' 3'-3' 33 33 2 2 - - 3 2 2 - 8'-3" -2 / ' 8//10 12'-0" .OZA" 0241 om-am. - - - - 16 3-I- 3'- l' 2G 2G 14-G° 3- I' 3'-1" 34 34' 3 2 - - 4 3 3 .2 9=o'. a 1$' / 241 9 /10 Q Dee" vzg,040'040 - - - - 1• 2-I0• 2- Id' 26 26 1a-0' 2-10' 2L D" 34 34 3 2 - - 4 3 2 9-9' 2 19-2•/ , 9 / 11 e. J 14 O' .032"A32' - - - - - 5' 10' 2'- 8" z' -a" 2G 26 13'-7' 2'-8° 2'-8" 34 34 3 2 - - 5 3 3 2 10'-G" 2 21' / 10/I NOTE J 144-6' ' ,0410".040• - - - - - _ 5'-9° 2'- G" 2-G" 2G 2G 13'-4" 2'-6" 2� G" 34 34 3 2 - _ 5 3. 3 2 II=O 2 25-6 g /34' /11 SHEET 6 Or 7 INCLUDE LL. 10, 20 & 30 P.S.F. WITH WIND SPEEDS OF 70, 90, 100 a II O M.P. H. BASE UONNEUI ION TABLE B I TABLE Ix)O)NorE5% I. ��2"7He K�CO eCCRETE SLARICK WITHIN 2-G'CF POSTS SHkL.BEFERM(TTED. POST Inn MPH WIND ;PFFn In MPH kt".4i .err Qom.` ON SLAB8'x.042" v•• ••••v�'• ON SLAB 6ullding Code one the 1982 edition of the Alu•inue Cone t... t tan "••••� 3.70TAL MIM NUMBER OF# D SIMS PER POST 10E „°a,7 OF 12 they • re gist ... d rIth the Alu.ln.m Association and neva .duel ar ' x .D 42" 8"x,0424%-.., (2) - 314"0 M.B' ' x D42.' XQ42'W/ 4. MIM LENGTH b NCI OF SHEET METAL SCRE CREW S A DY LENGTH AND NO.OFS)EET METAL 4 7 4 (e) -lie s.R. s. EMBED. A8! S. All steel .. bar. -hotbe not-dLP g•lvnlud or LL•ctmpl•t•d .ad ",fore to A.S.T.A. A -.a6, Grad• C. e - 1e s. A. S. (.)_ Itp Q. R. s. (2)- 3/4'11 M.BA gelvani[•0 steel r udelum pletad. All bolt° ah•1l conf- 'ta A.S.T.A. A-39 and 'hav et.nderd cut Plate 'share. Nola. for bolts TO POST.i 5/BAH 2 3/e' ERBED. TO POST i 318'/ X B° (2) -1'0X CCONC. TO 7057 i 5/B'H • 2 3/p• ENBED. i0 POST i 3/BAB 027. Pare S. Each installation .nett bear an Identifying tag glving the nose and POST a"tJC fJIIIW VECTMV I�IAVI address of the . nufacturer, design lead. •n0 •act o•ablltty. ANCHORS TO SLAB ENB(EORENT A S TOS E ANCHORS TO SLAB B`' ENBCD. ANCHOR- NCHOR'L.L.•10 mtariel, end the ...tan lases hev. only b•.n .PPll•d t° "'. horre,t•1 oro3.ee.d en,of the leeetea, 'art.'s, bee.., etc. par I.C.B.O. ,��`"� WIND SPEED 100 M.P.H. L.L.- 10 Y/ 2'. 3'. 3/16• FTG. YA2)-2222 X3'X W/ 2'. 3'i 3/16• TD Fnr m/ 2+2• STEEL GALVANIZE . 3/16• STEEL STEEL GALVANIZE '.']•. 3/78'6TL. pm t. 8'X.042• 8'x.042' WASHER TE. GA V. WASHER DL. WASHER PLAT 'GALV. WASHER.PL 7 a 24 (0)-/10 S.R.S. TO POST 1 5/8•H / 70),0057 i5]/B'H ® s - /to`S.,(n15:• 'TO POST 82-SISo . 2 3/4' EASED. .' 2 1/2' ENBED. . 7 ' EASED. L.L.. ANCHORS TO SLAB pNCNORs TO SLAB L.L. 30 AMCND Ty FTC 20 30 W/ 2•. ]'. 3".a m/ 2•a 3•.3/1,6• m/I ItI,x2pX UN STEEL GALVANIZE WASHER PLATE. STEEL GALVANIZE IWASHER PLATE. STEEL GALVANIZE 'WASHER 'PLATE. O5°$(a)- 8 b a Ile S.N. s. TO DOST b (2)- (4)-.1,14,1. .S. TO DS121- 0 (e)- Ile S.A.S. TO POST a (2)- (e)- /14•s:R.S. TO A STIE•s/BAH O (2)•314'4 Ma' 3/BAB . 2 1/2' X 7 .' EASED. 3/0'9 . 2 1/2' . . `7 - EMBED. B L.L.- 10 CABEORENT TO ANCHORS TO FTC. ERBEORENT TO ANC"0 S TO FTG. L.L. 10 (2)-I'0 % G'CONG SL AS W/1'. 2•a 3/16• SPLATE. Y/IIAGArX U4' STEEL GALVANIZE SLAB Y/I•. 2•. 3/16' SPLATE. I!TEEC X21%NIZ STCEI. GALVANIZE EMBED. AQ' tlASNEfl PLATE. WASHER PLATE. WASHER PLATE. WASHER"DLA7E.- 8 24 (A)- It. S.R. s. TO POST 8 (2)- (e)- It. s.N.S. TO DOST b 'i' O -314'0 121-3/4'4 M.B.• t/e^H . 2• • t/e^H . 2 - & EASEOMENT TO EASE EASEORENT TO L.L. 20 (2)-110 X G'CONC 20 30 SLAB W/ Is.2• . 3/16• STEEL FTG. W/ I's 2^ . 3/16" STEEL EMBED. A.B! WASHER PIL. IGALV..WASKER PL: O (.)- 1e,s: R. 0 POST1 6 121 -SIB' 14 AEB ' EASEDBED. )(O B L. L: 20 AN FTG. tl/ 2"K"x8T3' X 31 L.L.30 (2)- 310JOX 8'CCM :STEEL GALVANIZE EMBED. A.B.' p 7 :T 'PUST. 31Ei°d x a. EMBED. L L-30 'ANCHOR TO FTG. .YF2"X3 13116' ISTEEL-GAL VANIZE (A)- /te S.A.S. ® TD POST.a2- S8'4 ' X 7! ENBED. L. L.'20 ANCHORS .TO TTG. Y/I"..X2'X114' STEEL GALVANIZE WASHER'PLRTE. X 51�r� Wfl`. L tC.BD. ES EUAUJAl10N REPORT N0 5038 GENERAL NOTES AND SPECIFICATIONS: - - IO• 1. Aluminum dee to. and stresses are e Per the latest edition o/ the unIFore '�1f2 FOX ENGINEERING'S°'0D FAN tg/-2800 r•., JAMES M. FOX. STRUCTURAL ENGINEER'. 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 000.0 6ullding Code one the 1982 edition of the Alu•inue Cone t... t tan TT!)CHED ROOFED TYPE AgTq COVER W/IB' MAX O.H. L. 10,,2F0�&M PSF WIND SPEED 000 &110 M.P.H. 2. Alu.1. ternate .luelnva alloys .,y be a b,titut•d for those shorn. Provided „°a,7 OF 12 they • re gist ... d rIth the Alu.ln.m Association and neva .duel ar ' 0[e•b[dela dna ultlu is etnnptM. (2) - 314"0 M.B' 3. All co rete .hall neve a .lnlw. 28Cay cospr..sl.. strength o1 2.000 p...l."Concrete also shell hev. 3;• mLnl... thick.... end •hall be In B goon "ndltl°n. (2)-1'0 X G'CONC, A. A11 foating. .hell bear n flee, nstur•l un-dleturb.d .all tl/i.d /111. Design v.tiesl allbearing Peessuea • 1.000 P. S.F- EMBED. A8! S. All steel .. bar. -hotbe not-dLP g•lvnlud or LL•ctmpl•t•d .ad ",fore to A.S.T.A. A -.a6, Grad• C. B. Atusinu. fasteners hall be 202. -Ta. All other rs.ten.[s °hall b� (2)- 3/4'11 M.BA gelvani[•0 steel r udelum pletad. All bolt° ah•1l conf- 'ta A.S.T.A. A-39 and 'hav et.nderd cut Plate 'share. Nola. for bolts 8 shell be bolt disaster plus 1/t 6• 7. E.penslon bolt° °hall be Nlltl Nrik Bolts AS II carbon steel o •gust (2) -1'0X CCONC. Alla bolts shall he,. . .Ill... co -rate B'i'te' c'. E/R"NOolt EMBED. A•8! 027. Pare S. Each installation .nett bear an Identifying tag glving the nose and address of the . nufacturer, design lead. •n0 •act o•ablltty. (2)- 5/8'0 MZ tell..... shell be circle, 9. All items P•rtelalnp to .ern Perticuler in:. 1. e.. Protest. Post s0ee Ing, r:, ting detail, etc. E 10. 10•n lent.. 0,ti. raver shell net be •.cloa.d rl'th any ty A. o/ selld (2)-3/4%"XS'CONC. mtariel, end the ...tan lases hev. only b•.n .PPll•d t° "'. horre,t•1 oro3.ee.d en,of the leeetea, 'art.'s, bee.., etc. par I.C.B.O. EMBED. A.B.° rit.rla. e n . Eor 11 d.esil references, .. sne•e 12 of 12 51�r� Wfl`. L tC.BD. ES EUAUJAl10N REPORT N0 5038 - - IO• '�1f2 FOX ENGINEERING'S°'0D FAN tg/-2800 r•., JAMES M. FOX. STRUCTURAL ENGINEER'. 0000 TELEGRAPH RD. DOWNEY. CALIFORNIA 000.0 ""®" "' "" TT!)CHED ROOFED TYPE AgTq COVER W/IB' MAX O.H. L. 10,,2F0�&M PSF WIND SPEED 000 &110 M.P.H. AL UMA-LATT/CE PAT/0 COVER fes Ass er1 -COMPANY .:LINCOLN Sr'. (602/2fe-622 ARQpVA „°a,7 OF 12 ,.NOTED .. K� LATDCE RAFTER'/ 3'x8'XA42n HEADER/BEAM 3'k 8'X,042" WI CHANNEL INSERT \- 3L2 THICK CONC. SUB, OPTIONAL NOTE: CROSS - SECTION NO CRACKS WITHIN L. L." 20 P.SF 2L6' OF POSTS SHALL FOOTING WHERE BE PERMTTTED. POST SEE WIND SPEED B EXPOSURE TAC SHALL BESET BACK NOTES AND SPECIFICATIONS i AMINMUM OF 4' FROM 100 B 1 SUS. Alu.tnu• design ..d at, ... .e . osr in. leasee •elan. or In. U.If- `s 8ullmn9 Code and the IB.. ale ton or the Aw.tns. Lonetrartlen Aii:.�:e..luoma..uora ..r e• eubautue.a for inose anon, proete.d they are ..gl•t•r.d .lth the 11-In-11•oci•t Lon andh- ac.. or ....t.r yield end .t ties'. strengths. All c creta anal hose . int... zB day ..soru.I...erengtn r x.020 P. •. t"[onsets .lab •hallh... 3;• alnl•u. tnl[kn•ai and •hall be In good eondltton. All rooting• en.11 pact on /ln, natural un-dlaturaaa wll er c.rclrl'd Ilii. Daelgn ..rtic.l sail pa•,Ina o*•e.ur• 1,oao P.S.f. All seal .ewer. .hall be not -dip goluenlr•d or al•ctroplat•d end nr- to A.S.T.A. A-.48. G -da C. niu.lnW. ra.e.n.n ensu be z0z4-re. All ocher hasher. hell b. gat.anta*' steel or '.dela. plated. All batt. .nail cenror. to . A. S. T. R. A-307 nd ns.• standard cue Olite 'YUTetl. Toho for polee .nail be Dolt dleasa[ Plus t/tB' ..1.".. Eap.n.lon Dolts .hell be Hiltt X.ik Bolt. AS II carbon steel dr .4491 par I.C.B. D. .E.R. Me. .837. All.Lolt. ah.11.h..a._a .lnl.u. cgnGtt%Q d...I Are .. or B bolt dl•n.is'.. "'h lnet.l tat ton .net beer an td•ntlrring tag gl.ing the nu. end add 'Ne.or the .snuncturar, d•stgn lo.d..na eclo-billti: All lt•.e oertatning to each oareleul.r Inetati.tI...hall be circled,. 1. •.. pro JAet. post epeeing, rooting let "I.ate. Doan lattice batt. t mall not be enclbaad .ten am trPa or selEa ..terlal, And the design load. he.e ntr been •oplled to the nor.ont•l prolact•d .tea or the lattice.' rafters. base., ate. Par I.C:B.D. ertt:`l.' neat II or 12 far f1 detail n/•renes., sea S EXISI RESI a -0, J �T/o 1q s,\ Sf % OF O NPIAG MpX-..,Ewly PO�TABLEFO ?,0 C z: ' 1 \x• L 2.001 AC St pvc(/p6 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE NAY NOT BE ENCLOSED. OPEN LATTICE -TYPE COMMERCIAL ' 3 XO A V 4L .WICNANNELINSERT mi OVERHANG CROSS - SECTION MAXIMUM ALLOWABLE RAFTER.SPAN - L. L." 20 P.SF WIND SPEED $ EXPOSURE Ul POST SIZES AND FOOTING SIZES IND . 11/18.5 /18.1/ 30.6'Ps.F UPLIFT= 14.35/24.2/23.7/40 P.SF. WIND SPEED B EXPOSURE ir GENERAL NOTES AND SPECIFICATIONS i 70 B 70 C. 9013 SOC 100 B 1 1. z: 3. 4, S. e. 7. B. 1. 10. tl. Alu.tnu• design ..d at, ... .e . osr in. leasee •elan. or In. U.If- `s 8ullmn9 Code and the IB.. ale ton or the Aw.tns. Lonetrartlen Aii:.�:e..luoma..uora ..r e• eubautue.a for inose anon, proete.d they are ..gl•t•r.d .lth the 11-In-11•oci•t Lon andh- ac.. or ....t.r yield end .t ties'. strengths. All c creta anal hose . int... zB day ..soru.I...erengtn r x.020 P. •. t"[onsets .lab •hallh... 3;• alnl•u. tnl[kn•ai and •hall be In good eondltton. All rooting• en.11 pact on /ln, natural un-dlaturaaa wll er c.rclrl'd Ilii. Daelgn ..rtic.l sail pa•,Ina o*•e.ur• 1,oao P.S.f. All seal .ewer. .hall be not -dip goluenlr•d or al•ctroplat•d end nr- to A.S.T.A. A-.48. G -da C. niu.lnW. ra.e.n.n ensu be z0z4-re. All ocher hasher. hell b. gat.anta*' steel or '.dela. plated. All batt. .nail cenror. to . A. S. T. R. A-307 nd ns.• standard cue Olite 'YUTetl. Toho for polee .nail be Dolt dleasa[ Plus t/tB' ..1.".. Eap.n.lon Dolts .hell be Hiltt X.ik Bolt. AS II carbon steel dr .4491 par I.C.B. D. .E.R. Me. .837. All.Lolt. ah.11.h..a._a .lnl.u. cgnGtt%Q d...I Are .. or B bolt dl•n.is'.. "'h lnet.l tat ton .net beer an td•ntlrring tag gl.ing the nu. end add 'Ne.or the .snuncturar, d•stgn lo.d..na eclo-billti: All lt•.e oertatning to each oareleul.r Inetati.tI...hall be circled,. 1. •.. pro JAet. post epeeing, rooting let "I.ate. Doan lattice batt. t mall not be enclbaad .ten am trPa or selEa ..terlal, And the design load. he.e ntr been •oplled to the nor.ont•l prolact•d .tea or the lattice.' rafters. base., ate. Par I.C:B.D. ertt:`l.' neat II or 12 far f1 detail n/•renes., sea S 17=9° 17' 9" 17=Y 17=3" 1X9" 40Z 402 40 G�-O" T-0• 5 L. L.• 30 P.S.F. WIND SPEED :B EXPOSURE , .70.8.. 70 C 90•8- 90 C 100•B 1 14'-9' 14'-�' 14=9' 14'-9' 14'-9" I _ 40b 4.0 It 40Y. 40Y 5' 10" MAXIMUM -ALLOWABLE HEADER/BEAM SRA L:L.' 20 P.S:F,- WIND SPEED'IJr ExAOSLNM • .70;6-' ' 70 C ' 90'8' :90 C 100 B. I 13'-9" 13'- 9" 13'-9" 13'-I" IS -9°' I L.L.. 30 P.S.F. WIND SPEED Q EXPOSURE '70 B 70 C] 90B 90C Hop 8 11 - -2 18Vx ' 2- 1 Ej 12' 7" 1 12'-7" 1 12'-7" 1 12'7° 1 12' 7" 1 t ' 3 XO A V 4L .WICNANNELINSERT mi OVERHANG TABLE IODTNOTESI 1. CONCRETE SLAB (EXISTING OR HE tlI CORDLETELY SURROUNDS NEW FOOTING. J. CONCRETE SLAB ODES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. FASTENER CONNECTION TABLE B ATTACHED LATTICE / COMMERCIAL STRUCTURES TABLE A WIND SPEED $ EXPOSURE Ul POST SIZES AND FOOTING SIZES IND . 11/18.5 /18.1/ 30.6'Ps.F UPLIFT= 14.35/24.2/23.7/40 P.SF. LU ir POST SIZE FOOTING SIZE U) (d U) MAX. POST HEIGHT MAX. POST HEIGHT (2)-1ZK)-IG (2)-1114 SMS (2) -4110 -IG (2)-11145 8' - 7" I I' - 0' 14' - 6' 18'- 0' (2)-014 SMS w 8' 7' II' -0" 14'-G" 18'-0" NO SLA W/SLAB NOSLAB WISLAB HOSLAB WISLAB NO SUB W7StAB EACH LEG 14 -TOTAL) 70-B 3"S4X.OG2" 3'SQ.X•062" 3"SO X.083" SS4.X.083" - -2 18Vx ' 2- 1 Ej 70-C 354xA83" 39(3x.083' 3"SQx.I25' 3'SQxJ88" "' 18• x 2'- -8' 2'10" 3'-0'S(l x1B -G SQ• $a, - q- 90-B 35ax.OB3' 354.X.083" '3'54X125" 3SQ.X.188"3 IB• % 4" - 13. N 90-C 354•x.125° 354.x.125' 3gsa %•188" 3' S4• X .25° X Is- - I8, , X , , 4-2 54 Ali J WI I V2 SO. x W/I U2 SQ. X 1/4 WASHER V4 WASHER J 1/4 WASHER PLATE, ALUM. ALUM. PLATE,AM. W PLATE.ALUM. RATE, ALUM. ALLOY 70-B 354X.062" 3"SO. XDG2' 3'SCLX•OG2' 3'54.X.083'- x ._2. - -9 _ 2•II 6 X IR, IQ , U, 70-C 3'SQXOG2- 3'SQ.XOS3' Ssax125" 35Q.X.125' - _ 3-01BY!31- _ 9 x 2'-N' a 90-B 3'SQ-XOG2' 3"Sa.X.083' Ysa•X•125" 3'50..x.125 2-5 SQ 3-3 -% IB, 3-x IB 90-C 3"Sax.083' 3 SQ.%.125" SSQx:188" 3"SQ.x•25° mlG , X 3'-4.5XIA.Q• 1N -6s 1 X 18' d x18• x 3-2" „ J J TABLE IODTNOTESI 1. CONCRETE SLAB (EXISTING OR HE tlI CORDLETELY SURROUNDS NEW FOOTING. J. CONCRETE SLAB ODES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. FASTENER CONNECTION TABLE B 13EAM TO RAFTER TO BEAM' CONNECTION _I WIND SPEED $ EXPOSURE WIND SPEED & EXPOSURE W 70 - B 70-C 90-8 90- C p TO RAFT. 170 BEAM I TO RAFT. I TO BEAM TO RAFT. TO BEAM I TO RAFT.1 TO BEAM 70-.B L.L. a 20 P.SJ. & 30 P.S.I. L.L. • 20 P.S.I. 6 30 P-S.I. O r4 ° J J (2)-014 SHtS. (2)-1ZK)-IG (2)-1114 SMS (2) -4110 -IG (2)-11145 (2)-40-1G (2)-014 SMS (2)dr 10 -IG 14. EA. LEG (4-7MAL) x 3/4 TEKS EA. LEG EACH LEG 14 -TOTAL) X 3/4 TEAS EACH LEG EACH LEG (4 -TOTAL) X 3/4 TEAS EACH LEG EACH LEG ( 4 -TOTAL) X 3/4 TEKS 4ACH LEG. (4-70T.) ( 4 -TOT.) ( 4 -TOT) ( 4 -707) SHT. 11 W1 n2•SQ• x WI 11/2 Sa X WI I V2 SO. x W/I U2 SQ. X 1/4 WASHER V4 WASHER I/4 WASHER 1/4 WASHER PLATE, ALUM. ALUM. PLATE,AM. W PLATE.ALUM. RATE, ALUM. ALLOY ALLOY GOGITG . ALLAY GOGI-TG ALLOY GO6FTG POST TYPES 3'SQ- P05T + (2) - 2'X 6 1/2' 13EAM TO POST CONNECTION 0.2 TABLE C WIND SPEED & EXF�6URE -O BEAM TO POST WIND SPEED $EXPOSURE TO BEAM TO POST C11 u J J 70-.B ® ® O r4 ° J J 70-B a a 70-C (3)-5/8"0 (3)-5/8' Pf 70-C 0I (2)-rYBs9 (2)-5/8'0 0 B*4 (3)-1/2'J�f 9O_ 90-B 9 (2)-5/8'0 (2)-5/8'0 90-C 22 (3)- i"0' ( 3)- I"0 90-C (2)- I'JS' (2)- 1" d POST TYPES 3'SQ- P05T + (2) - 2'X 6 1/2' . X.024'WI(8)-# 14 SMS. 0.2 3'SQ.POST+(2)-2-Aro 1/2" � a F y"'on AA"n X .032" W / (8)-« 14, SM.S. © 36 SQP05T+(2) 2'Xfo1/2' �_. NOTED X024' W1 (12)-014 S.MS• ® 3"SQ POST+(2) - 2'X G 1/2" X.032' W/ ( 12) -*14 S. MS. NOTE- YPES f�TSTAND +NCoR�UI. SED f0 iD0TINGSEQ_ CONDIff77OO L2J ' OF Yiv,, I.C.B.O. E.S. EVALUAnON REPORT N0. 5038 .. 5 -is .92 10 15 K K BUNGED SHL* 5 TO 8 9orIRRY FOX ENGINEERING „ � E JAMES M. FOX. STRUCTURAL ENGINEER 9090 TBLEGRAFN RD. DOWNEY. CALIFORNIA 90240 � a F y"'on AA"n ATTACHED LATTICE - TYPE COMMEROAL STRUCTURES L. L. 20 630PSF IND SPEED & EXPOCXURE 70 B 70 C 90 B tr 90 C `". ALUII/A-LATTICE PATIO COVER (As eYI Y�L•LEY ALUMINUM COMPANY A. LINCOLN ST. (602)27'6-6224 lf __9 z -192A7 µ� 8 OF 12 �_. NOTED KK. 2NOTE:WITHIN "OF POSTS PERMITTED SHALL BE ST SHALL BE SET BACK A MINIMUM �1`FWDNG FOP SEE OF 4' FROM EDGE OF SLAB" SEE TABLE A NOTE; THIS ADEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. FREESTANDING OPEN LATTICE -TYPE PATIO COVER I MAXIMUM PROJECTION 24X4"H . LATTICE MAX 0.21 nn nn [SEAM TO -BEAM/ HEADER RAFTER FREESTANDING LATTICE / COMMERCIAL STRUCTURES TABLE Q - 90-B o w POST SIZE AND FOOTING SIZES WIND II/18.5 /18.1 /30.G UPLIFT 14.35/24.2/23.7/4C TO RAFT. TO BEAM ITO RAFT IMBEAM g4Fr FgSngN, I TO RAFT. TO BEAM L POST SIZE FOOTING SIZE L.L.• 20 R.S.I. & 30 P.S.I. - M - (2) -010 -IG 05 g MAXIMUM POST HEIGHT MAXIMUM POST HEIGHT I iJ I I i� (21 - *14 SM (2) -R10 -IG uJ 8�-7i1 I1�0' 14�-G' 18' -ON B' ' X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEG NO u WI SLABI N) Sb W1i SLAB NO SLABW6xwB NO SLOB 2'•G Sn WISLAB 3/4 TEKS (4- TOTAL I 70-B 3'SQ,X.OG2' 3" SO-XAG2' 3"SQ.XD83' 3DSQ.X.083' _ _ ,_ " 3-21 SO ' , X2'-10" (4-TOTALI 24• 14 -TOTAL I 70-C 7SQX.083' 3'SQ.%.083' 3'SQ.X.125' 3'SQ.X.I88" ( 3-2 SQ - IB ° - 14 -10T.) OV H AX f 4 -TOT. 1 N 50-B 3'50.X.083" 3'SQ.X.O63" 3-SQ.X.125' TSQ.X J88' 18.0 - - IQ ; S-81 SQ. X ,-4„ ( 4 -TOT 1 '9NG 90-C YSQ.X125' 3S0.X.I88" '3 SQX.25" 3V SQXJ88 _4 IB'n• 3X7 SQ 172a 3-11'50 IB n 4'-2"„SQ = B n W/ IVa SQ. X CV X 3 V4 WASHER 1/4 WAVIER 1/4 WASHER SHTII PLATE, ALUM. R.ATE.AWM. PLATE•AWN. ATE, AM. RLU LATTICE] ALLOY GOW- ALLOY GOGITG . ALLOY GO61TG SEE DTAILS ALLOY GOO-% lY w•I - 70-B 3'SQLL:.XD62' 3°SQ.%.062' S'SQ.XDG2' 3'SQ.X.083' 2-4 $G. IB a: ' -9 X 2=6' 2X11 , 'IG•MAX. OVERHANG B HEADER w Eli 70� 3'sQ•x.062' 3'SQ-X083 3 SQ'x 125' 3'5Q.%.125" d 2-10 3-O 1 -3' I , 3-6 X Is- X 2'- ' x 18• x _ X 18, " _ _ 2'-9 3`0• 18L I� ■' ' SEE TABLE A F 90-B YSQ.X.062' 3"SQ X 083' 3'SQX.125' 3"SQ x125' '_G" x % I I' X X V- SIZE, POST SPACI - Z O e7 90-C 3 50,X.125" 3'SQ.X.125' 3"50.X188' VSQ.X .25" 3'- -I IB RAFTER, FTG. SIZE & MIN NO. X _ _ ( 3' X 8' %.042' 1 OF POSTS. ' J 3(a THICK CONC. SIItB� - POST: SEE TABLE A, SHTS 9 810 FOR 0 J ' OPTIONAL SQPC�Nt. SIZE. t;: `50J TABLe FOOTNOTES: - CO y FOTED NAS CONCRETE SLAB (EXTING ORCRETE SLAB NANDO NG Qp•L\Q �'QOS DOES NOT E.IST NO SLAB WILLN BE CONSTRUCNEW PART ,OF_,7NI2.-IN$.TRLLBT ION. 01 r <P�'� 9 J�Jd.66P - I I POS�SHLO N OF 2NOTE:WITHIN "OF POSTS PERMITTED SHALL BE ST SHALL BE SET BACK A MINIMUM �1`FWDNG FOP SEE OF 4' FROM EDGE OF SLAB" SEE TABLE A NOTE; THIS ADEN LATTICE -TYPE STRUCTURE MAY NOT BE ENCLOSED. FREESTANDING OPEN LATTICE -TYPE PATIO COVER I MAXIMUM PROJECTION 24X4"H . LATTICE MAX 0.21 nn nn I / HEADER 1 WI SIDE PLT? TVP. L -J \� 16 II CROSS-SECTION CENERAL NOTES AND SPECIFICATIONS: 1. Alu.lnu.dealpn And et.eesea • per the latest edition of the Uniform Buildlpp Code And the 1962 redltion of the AWdnu. Const... tion 2. RlPet.ine t.te alu.inu° •Iloye ey be e,bstit,t:d for thoe• .horn, Provided •...theyere raotater•d .ltn' Pthe Alu°ln.. Apocletto. and neve epu.l or pr..LOT Ylaid end ul cleat" art npthe. 3. All concrete shell he.. a mini:.. 28 day ceePresety. etr.nptn P/ x,000 D...1. Concrete .lab shall heve 3(• .Ini.ue thl.a.%. an. shell Da in good ondltlon. 4. All feetInoa shell beer on fir°, natural un-dleturb*d eeil - S. 'Acertified fill. O..lpn ...tial Boil bear ino Dree•ure . 1,000 P. S.L' ll .teal ...berm shall be not -d Ip g.lvenl red or •I.ctroplated .rad n.... to A. S. T. N. A-048, pride C. S. Alu.inu. f•etenere shell be 202.-74. All other bolt Af•eteners .hell be A'3°T�R "A-3V-17ndohavea.t race plated. All Ne.here.Nall HolANoloerbolt• enol 1. b• Bolt ale..Nr Dlu. 1/18• .e.l.u.. 7. E.Peneloh b.tte shell be HllIt Am" Bolt. NB IE ...bon Nt..l or ep..l Der I.C.B.O. E.A.No. 0821. All bolt. hill !he.. • .inimu. can ... I. edgedletan°e of B bolt dle..tere. B. Each I..tell.el.n .halt beer an id.ntlfyinp tap Oivl"O th. name end eddre.e of the .•nuf..t... r• d..ign load. and •n.,...b,. Y. 8. All It•.e Dertelning to each Pertleuler lnatellatlon .nett es circled, 1. •.. Prolsct, Doet saaclnq, footing detail, .tc. 10. OP.n lattice Patio c shell not be .,,lobed .Ith any type of solid .etarEal, end the deal', load. A.. only b.en.ePDli•d to Me horr.ntel Prol.c t.d area of the l.ttic., r...... bae.a, etc. per I.C.B.O. criteria. 11. For 11 detail YoCor.nc... see Sheet 11 of 12. FASTENER CONNECTION TABLE TABLE 113 [SEAM TO -BEAM/ HEADER RAFTER J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 7C - B 70-C 90-B BEAI ~ TO RAFT. TO BEAM ITO RAFT IMBEAM TO RAFT TO BEAM I TO RAFT. TO BEAM 3' S L.L.= 20 PSI. & 30 P.S.I. L.L.• 20 R.S.I. & 30 P.S.I. 3 V2'THICK CONC.SLAQOPTI (2)-k 14 SAILS. (2) -010 -IG (2).1114 S.M.S. (21 -410 -IG I iJ I I i� I / HEADER 1 WI SIDE PLT? TVP. L -J \� 16 II CROSS-SECTION CENERAL NOTES AND SPECIFICATIONS: 1. Alu.lnu.dealpn And et.eesea • per the latest edition of the Uniform Buildlpp Code And the 1962 redltion of the AWdnu. Const... tion 2. RlPet.ine t.te alu.inu° •Iloye ey be e,bstit,t:d for thoe• .horn, Provided •...theyere raotater•d .ltn' Pthe Alu°ln.. Apocletto. and neve epu.l or pr..LOT Ylaid end ul cleat" art npthe. 3. All concrete shell he.. a mini:.. 28 day ceePresety. etr.nptn P/ x,000 D...1. Concrete .lab shall heve 3(• .Ini.ue thl.a.%. an. shell Da in good ondltlon. 4. All feetInoa shell beer on fir°, natural un-dleturb*d eeil - S. 'Acertified fill. O..lpn ...tial Boil bear ino Dree•ure . 1,000 P. S.L' ll .teal ...berm shall be not -d Ip g.lvenl red or •I.ctroplated .rad n.... to A. S. T. N. A-048, pride C. S. Alu.inu. f•etenere shell be 202.-74. All other bolt Af•eteners .hell be A'3°T�R "A-3V-17ndohavea.t race plated. All Ne.here.Nall HolANoloerbolt• enol 1. b• Bolt ale..Nr Dlu. 1/18• .e.l.u.. 7. E.Peneloh b.tte shell be HllIt Am" Bolt. NB IE ...bon Nt..l or ep..l Der I.C.B.O. E.A.No. 0821. All bolt. hill !he.. • .inimu. can ... I. edgedletan°e of B bolt dle..tere. B. Each I..tell.el.n .halt beer an id.ntlfyinp tap Oivl"O th. name end eddre.e of the .•nuf..t... r• d..ign load. and •n.,...b,. Y. 8. All It•.e Dertelning to each Pertleuler lnatellatlon .nett es circled, 1. •.. Prolsct, Doet saaclnq, footing detail, .tc. 10. OP.n lattice Patio c shell not be .,,lobed .Ith any type of solid .etarEal, end the deal', load. A.. only b.en.ePDli•d to Me horr.ntel Prol.c t.d area of the l.ttic., r...... bae.a, etc. per I.C.B.O. criteria. 11. For 11 detail YoCor.nc... see Sheet 11 of 12. FASTENER CONNECTION TABLE TABLE 113 [SEAM TO RAFTER TO BEAM CONNECTION J WIND SPEED & EXPOSURE WIND SPEED & EXPOSURE Q 7C - B 70-C 90-B 90- C ~ TO RAFT. TO BEAM ITO RAFT IMBEAM TO RAFT TO BEAM I TO RAFT. TO BEAM Lj L.L.= 20 PSI. & 30 P.S.I. L.L.• 20 R.S.I. & 30 P.S.I. J: (2)-k 14 SAILS. (2) -010 -IG (2).1114 S.M.S. (21 -410 -IG (2)-41148 MS (2) -it 1D -IG (21 - *14 SM (2) -R10 -IG 90-C (2)- 1"0' EA. LEG X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEG X 3/4 TEKS EACH LEGX 3/4 TEKS (4- TOTAL I EA* LEG 14 -TOTAL, EACH LEG (4-TOTALI EACH LEG 14 -TOTAL I EACH LEG. 14 -10T.) f 4 -TOT. 1 ( 4- TOT ) ( 4 -TOT 1 14 W1112'SQ-X WI IV2. SQ. % W/ IVa SQ. X WlIU25Q. X 1/4 WASHER V4 WASHER 1/4 WAVIER 1/4 WASHER SHTII PLATE, ALUM. R.ATE.AWM. PLATE•AWN. ATE, AM. RLU ALLOY GOW- ALLOY GOGITG . ALLOY GO61TG ALLOY GOO-% POST TYPES a X.0 4PWW1(8) # 14pSMS 2' Q 31S*Q-P05T+(2) - 2'%G 1/2" X.032` W1(8)AP14•&MS. © 30SCL POST+ (2) 2'X 61/2' X 0 24' W/ ( 1211-0 14 S.MS• ® 3ASC, POST+(2) - 2'X G I/2" X.032' W/ (12)=#14 S.M.S. IOT(:. FM TYPES Q AND U) ARE USEO .on S� CONFUSE". ST TYPES 1110 LeJ NNE USED FON FOOTING :ONOf ON. J •''p^G�w:'•• Y A t BO ES ALLAAT ION [REPORTNO 5038 [SEAM TO POST CONNECTION IOIS KX. CHAN6EDSHT.4G709 TABLE I C WIND SPEED & DGIOSURE BEAM TO POST WIND SPEED & EXPOSURE TO BEAM TO RAST a u J J 70-8 ® Lj O r4 " J J 70-B J: a 70-C (3)=5/8"0 (3)-5/8" 9' 70--C (2)-5/8"0 (2)- 5/8'X 90-B (3)-1/2,x 90-8 (2)-5/8'.' (2)- 5/8',0 90-C (3)- I"id (3)- 1"l1 90-C (2)- 1"0' (2)- 110 POST TYPES a X.0 4PWW1(8) # 14pSMS 2' Q 31S*Q-P05T+(2) - 2'%G 1/2" X.032` W1(8)AP14•&MS. © 30SCL POST+ (2) 2'X 61/2' X 0 24' W/ ( 1211-0 14 S.MS• ® 3ASC, POST+(2) - 2'X G I/2" X.032' W/ (12)=#14 S.M.S. IOT(:. FM TYPES Q AND U) ARE USEO .on S� CONFUSE". ST TYPES 1110 LeJ NNE USED FON FOOTING :ONOf ON. J •''p^G�w:'•• Y A t BO ES ALLAAT ION [REPORTNO 5038 °,,,7.28.92 IOIS KX. CHAN6EDSHT.4G709 �, g FOX ENGINEERING JAMES M. FOX. STRUCTURAL ENGINEER' ao0o YaLaoRAPH Ro. oowlter. cALIFORi11A 0.240 'A"�'L "''�"• FREESTANDING LATTICE -TYPE COMMERCIAL STRUCTURES L -.L-20 & 30 RSF. WIND SPEED & EXPOSURE • 70.8 70-C 9P8 8 90•C 1" ALUMA-LA%TICE PATIO COVER (AS l /Ri er1. VALLEY• ALUJMNUM COMPANY 36012 W. LINCOLN ST. (502)278-6224 SDR rrn9z•19aA7 0rm 9 OF 125069 NOTED 0000... K.K. ATTACHED LATTICE / COMMERCIAL STRUCTURES _ TABLE A o POST SIZES AND FOOTING SIZES WIND = 22.3/37.G/27/45.5 UPLIFT- 29.2/49.2/35.3/59.5 w POST SIZE 1G1nX189OX3-0" '9SQX18'IB"Ix 3-4' 4' ISQX16 I9kXS-8' -4 ;6x3-11' FOOTING SIZE 95 DO 0 MAX. POST HEIGHT MAX. POST HEIGHT 0 x 3 8'- 7" 11=0° 14='G'' 18'-0 8- 7" 11-01 14' NOSLABIjWISLAB IMOSLABeWISLAB NOSLAB WISLAB NO SLAB W)SLAB '52.X:188 100 B 3'SO6X:082- 3'SQX)25' 3'SQX.188' 35QX.MB• '2.2x18 012=10 S- SQX181B'JrX}O' 3=852% 11k34' 31154X18' OXSV W 0 100 C 3'SQ.X.125' SSQ)L188' 352.X.,188' 312'SQ,XJBB' 3G. '}O° '9 5210 8 18-X314' =142X18 &X3!8" 44%QXI8'IB'bj(3'11' O_ 110 B 3'62x.125' 3'SQ.x.125' 3'62X188' 3'SQx.25' 3-a• IIVX 3-0' 3-752X18 " 3=4° I Bax 3S B" 4'-2'SQXUi A',X 4-0' N 110 C 3'52x125" 352x188' 3'52.%25' 312'52X25' 3.7 x -I 18'vx3-2°3-IdSQ(IB18*.X315" 4•252X18 'X3:9• 'G'SQXIB'1844•0' J 110- C 0)-I'R M.86 (3)- 06 M,0 110'r, (31 I,d ww J N " 10 N I NOTE: REFER TO SHT. 8 & 12 FOR CROSS-SECTIONS & DETAIL CONNS. I TABLE FOOTMOTESt i. CONCRETE SLAB (EXISTING OR NEN) COMPLETELY SURROUNDS NEN FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS ,PART OF THIS INSTALLATION. FASTENER CONNECTION (ATTACHED&FREESTANDING) TABLE__C__. '100'B 3tQX069' 3'SQXAM' 352.1.125' 3-5( .180' 3.d%lX °rk2'-e' 3-10r 3GQw9180x3.2 3=8SQX 18'1,x3=4' 2. 100 C 3'52.x12. 3"SQ.x.188' 364x.IBB' 3'(/2 SQx03B 1G1nX189OX3-0" '9SQX18'IB"Ix 3-4' 4' ISQX16 I9kXS-8' -4 ;6x3-11' OM 110 B 352.x.083" 3'52x.125' 3'SQx..IB$ S50.1C.188" -2'624(18 &X2'IO' 31381X8' I�;x30'IBJ%3- 121-14S.M.5 EA. LEG 110 C 362.X.125' '52.X:188 7S2X .25' 3125&X25' 3-71MA.181e%,X3`-2' 3'-7§1X x(3-5• ' 2!SGX tB;,3'9' '-G ' 4=0 J 121.114-14 TFXS, EACH (31-314YU B.' (4 -TOTAL) LEG. ( 4 -TOTAL 1 l4- TOTAL 1 _J (4 -TOTAL 1 (4 -TOTAL) (4 -TOTAL[ LEG. ( 4 -TOTAL ) SHT II I NOTE: REFER TO SHT. 8 & 12 FOR CROSS-SECTIONS & DETAIL CONNS. I TABLE FOOTMOTESt i. CONCRETE SLAB (EXISTING OR NEN) COMPLETELY SURROUNDS NEN FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS ,PART OF THIS INSTALLATION. FASTENER CONNECTION (ATTACHED&FREESTANDING) TABLE__C__. BEAM TO RAFTER TO BEAM. CONNECTION J WIND SPEED 8N EXPOSURE WIND SPEED 8 EXPOSURE a 100 B 100 C 110 B 110 C w TO RAFT I TO BEAM 110 RAFT TO BEAM TO RAFT. TO BEAM ITO RAFT ITO BEAM a SNL 11 L.L- 20 PSF & 30 P.S.F. LL= 20 P.SF. & 30 P.S.F IO 121-14S.M.5 EA. LEG (2)-114- 14 TEKS, EA. 121-14 SMS. EA. LEG (2)-114-t4 TEKS, EA. (2)-14 S.M.S. EA. LEG 121-114-14 TEKS EACH (2)-44 S.M.S. EA. LEG 121.114-14 TFXS, EACH (31-314YU B.' (4 -TOTAL) LEG. ( 4 -TOTAL 1 l4- TOTAL 1 f 4 - TOTAL) G. (4 -TOTAL 1 (4 -TOTAL) (4 -TOTAL[ LEG. ( 4 -TOTAL ) SHT II (3)314<M. B° 110- C 0)-I'R M.86 (3)- 06 M,0 110'r, (31 I,d ww (3) 1'4 M.B' N LL BEAM TO POST CONNECTION(AnArHm&ANMG)TABU u WIND SPEED BEAM TO POST WIND SPEED TO BEAM TO P05T EXPOSURE 2 SHT. II SHT II & EXPOSURE SKE 11 a SNL 11 uJ 100-B (3)-518HdM.B' (3)-314"KV 3' z6a X IS I6r%2'10: 100-B (3)-5j80 M.BA (3) VA KB.e 4i 110-B 3SQX •125" 3'SQx.125' 3'62 x.188" 3 SQ x.25" 100-C (31-314YU B.' l3!-I"A M.W 100-C (3)V0 M. B.' 131 r0 MB° N' 0_ w 0 110-8 (3)-3/44aM B" (3)-1". M.B.S 110-8 (3)31p>�M Be (3)314<M. B° 110- C 0)-I'R M.86 (3)- 06 M,0 110'r, (31 I,d ww (3) 1'4 M.B' N " 10 N J J J J LL FREESTANDING LATICE / COMMERCIAL STRUCTURES 3-SQX.083" POST SIZE AND FOOTING SIZES WIND - 22.3/ 37.1 to POST SIZE 3.52.X.186" t Oa GO MAXIMUM FOST 'HEIGHT d 0hf i xx 8'-7N 11'-0" 14'-G' 18,-01 3'54x.188' 3"SQXI88" uJ NO SLAB WI SLAB 1 3U2!S0LX.188' 100-8 3'52x.083" 3'62.X125' 3"52.X.188" YSQX18$' 3' z6a X IS I6r%2'10: J 100-0 3'SQX.125' 3"SQX.188" 3'52X.25' 3U2SQX188° S-6152X!6'18XxS-I"- I? 110-B 3SQX •125" 3'SQx.125' 3'62 x.188" 3 SQ x.25" 3'-45Qx 18" 18b)1211 f a I10 -C .62.X,125' 3".SQ.x.186° 3"62x.25° 312'52x25" 3-i52x18'I8vx3.2'; N- . I I I I I J - -::# J LL CO -B 3'SQX.OG9' 3-SQX.083" 3"52X125- 3.62x.188' 0. 100-C 3'32.X.125" 3.52.X.186" 3'52.X.25" 31ZSCLXIW d 110. B 3" -SOX -083! 3"SQ.X.125' 3'54x.188' 3"SQXI88" 110-0 YSQX 188' 3U2!S0LX.188' 3'SQX 188" 3l2SUX.29 J J - TABLE II' -O' 1 14'-G" 1 18' - AB I WI SLAB I NO SLAB IND SLAB IWI SLAB. IN NOTE REFER TO SHT. 9 $ 12 FOR CROSS-SECTIONS & DETAIL CONNS. (-- TABLE FOOTNOTES' 1. CONCRETE SLAB (EXISTING OR NEW) COMPLETCLT SURROUNDS MEN FOOTING. 2. CONCRETE SLAB DOES NOT EXIST AND NO SLAB WILL BE CONSTRUCTED AS PART OF THIS INSTALLATION. •...1NONE FOX ENGINEERING �. NONE -... K.K E. JAMES M. FOX, STRUCTURAL ENGINEER NOVO TELEOR.►M RD. OO�Ml T, CAUFO RMI. ..... ASSEMBLY INSTRUCTIONS FOR FASTENERS TO MOOD STRUCTURES: LAG SCREWS - LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: THE LEAD ROLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75 PERCENT IN MOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE -LIG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. WOOD SCREWS - LEAD HOLES FOR MOOD SCREWS LOADED IN WITHDRAWAL SHALL HAVE A DIAMETER EQUAL TO APPROXIMATELY 70 PERCENT OF THE WOOD SCREW ROOT DIAMETER IN MOOD. LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVING THE SHANK SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SHANK AND THAT RECEIVING THE THREADED PORTION SHALL BE ABOUT SEVEN -EIGHTS THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. THE WOOD SCREW SHALL BE THE IN ITS LEAD HOLE BY TURNING WITH A SCREW DRIVER OR OTHER TOOL, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND TO, PREVENT DAMAGE TO THE WOOD SCREW. WrACHEDd FREE LATTICE -TYF COMMERCIAL STRUCTURES L.L• 20 A 30 PSF WIND SPEED4, EXPOSURE 100-B , 100-C, NO -B d 110 C GENERAL NOTES AND SPECIFICATIONS: 1 Rluel- design ane at.....eca par the latest edition of the Unlror. .8ulldl•g Cede and the 1882 edition of the Rival- C ... tructi.. 2. Alternate eI..i.u. alloys MAY e•substituted far sh a 1h.d provided they ere registered sun the Alualnu. Ae.oc letln end he.. •g..1 or grrtor yield .no cal tl.et• strengths. 3. All.0.. n ret• shell neva ..Snleu. 21, -day eomonrly aLr•ngth .1 2,000 P.a.l'.' Concrete •1.o shall have 31• aL,i... thlekna.i end •h.tl be In good e.dieto.. 1, All Cootinge shell bear on Ilan, natural un-diaturb.d .oil or S. Aa.tlft.d rill. Design .rtic.l soil b..r Ing o.... - 1.000 P.S.F. ur. All .a bare .heti be not -dip gel...I..d or electroplated and B. Ao.for. to A-$.T.R. A-446. Grad. C. l..Inu. To tenets •11.11 be 2029-T1. All other fastener. shall be galvenlcsd steel or c.d.lu. Plated. All bolt. .hall conform to A.S.T.R. A-307 and he,, standard cut plate .•°nota. Hol.s for bolt. snail be Dolt dla..t.r pl.. 1/16- maximum. 7. „,Exp.nalon bolts .hell b. .Hilo Kslk Belts RB II carbon steel or .pual per, I.C.B.O. E.R.No. 1827. All bolt. -hall have A el.i.u. ..hent. meg. dieanca of 8 Dolt d1rK.rs. 8. Earn In.t.tt•ttm he 31 Bear .n lean-lrying tag giving the nor and eddy... of the rnui.ctur.r, d.algn lead- ane Intl B. A11 tt..a o.rt.lnl•g to ..cn ParticuNa NadilnaalIntlon anal! be eleead. 1.... or"]ect, post ....Ing. fo tl•g detail, etc. 10. UP.n attics patio cover .hall not be .ncl ... d .lth am type of .olid mecarlal, ene.tna dulgn toad. n... my -sen .ppll.d to the h",Conal or"1.et.a area of en. tactic.. ,.iter., edeas, etc. par I.C. B.O. erlte,la. 11.- For all detail 'references. sea Sheat 11 of 12 ?m-8224.1.MQT 100E 12 ' I— 3•D' 2.75* --f • .05° �b25' R •.0 S° 0..•05°STEEL —2.0° 3' 0 R=.OS' _LSI' A -.O 5' 11/2 SQ. LATTICE �` 3"O.C.MINIMUM —L -'?'X a' X TOT X ' %.04G EA. SIDE (2A1) STEEL POST - FOR LATTICE-TYPE,SHT 2 . EA. SI 718'X 0'-3' I I EA. SDEE ( 2 -TOTAL) THRU BOLTS, I - WI#8X2 ER(T RAF'fER(lYi?) FOR ROOFED-7YrE, •7 I I REFER POST 84CONN. TABLE G. I I POSE THE TYPE OF % 14 GA. STL 8Err . 2 F'++ STRUCTURE SELECTED. CHANNEL SEE TABLES 3.0' I.5' A18' — -- --- 3' 8.0" INSERT ASTM ASG FOR THICKNESSES 6.5' 042 3'SQ.POST IITIv-( SEE TABLES FOR THICKNESSES •024' 1.75' RAFTER I .032' TYR 7 SEE TABLES FAR USE AS — ---- -- — RAFTER. • ' CONCRETE ANC IRS � SIDE PLATE ' (RAFTER ) REFER TO POST BASE 3004 - H 36 EA. SIDE 3004 - H 316 CON PE TABLE FSTRUCTUURRE 7004 - ALUMINUM ALUMINUM SELECTED. ALUMINUM3004-H3 ALUMINUM i UM ALUMINUM 'h BEAM/ HEADER W/CHANNELINSERT (I - RAFTER 2 POST W/SIDEPLATES 3 1 y2 S0, LATTICE 4 LATTICE70 RAFTER CONN. 5 DBL. ANGLE MST BASE CONN. 6 NOTE: FOR SIZE d NO OF FASTENERS / A.8.9 / SEE CONNECTION TABLE FOR THE PARTICULAR PATIO COVER OR P0CF' STRUCTURE SELECTED. NOTE: FOR SIZE OF STIFFENER/WA9NER PLATE, SEC DOST BASE CONNECTION TABLES. +-27/g' _..__-� �/„090•TNK. -IT 8"RAFTER 24 ° 0. C. G I V2, RAFTER (J 24'O.C. W I WASHER PLATE SEE'ASHE PL - 3'X B'%.042'RAFTER J-3X3X 517GX 0-3 .- 11/2” It Aa0"@6063-T6 ALUM 7' 'X B'% 042'WIIN5ERT I2. 212A HEADER / BEAM E t21- N U2",o M. EA ANGLE I WI ST WASH R. NOTE: FOR 572E OF ST7FFCNCR/uASNER PLATE, SEC P057 BASE CONNECTION TABLES. ! I/2' TY. TY. 2 _ %EA SIDE L, ALUM A l2) TOTAL, ALUM ALLOY I TYP .040°� 3004-H36 ALUM. 18 THK ALUM. ALLDY:' T -.I ,TYP I 6061 -T6 1.__..._ SCIREWS NOTED IN DETAILS �CEMERUNE -LL _- IN 6063 -TG OR 17�e I 11 We�BE 1/2' 2 3004 - H3G BEAM/HEADER: ALUM. ALLOY ' • I/2 MW. EDGE STANCE, FASTEN ER, PER _ L.L. = 10 _ •_ GOG3-T G OR TYP. DETAIL I '1- / 1 \ �- %2 •i- ALUM.ALLAr 0001 -TG -•%'2' 3004-H3G ----- I ..-._. ... I 2�' I (3)-5/8°>°M.& L.L.• 20 8 30 9• 2V I (3) - 112 ��0M.B. _ I 3`x z' 53'x 2' B 214X212 I ( °RAFTER 3'x 8'x.oa2. HEADER I BEAM W/CHANNEL INSERT ------ SEEVARIOUSDOETAILS II _ 12 3 X 1/4 FNGL.E, FA. SDE OF POST. AS.T.NL A -44G, fl -40 K SI r1OTE. FOR SIZE & NO.OFFASTENERS If"jr"8" I 1/ " p1 RAFTER NOTE+ EA W • 2 1/B'OR 1 7/B'FDR 6 1/2'RAFTER 8 3' SQ. POST NOTE: A.B? SEE OONIECTION TABIE FOR THE MRTICLIUR PAT)OODVER OR 3 X 2 2 REFER 70 SHT. IO FOR USE OF THIS CONN. flF W • 31/B'OR 27/8 FOR S" RAFTER. REFER TO. SHT 2 FOR ROOF STRUCTURE SELECTED. USE OF THIS CONI. POST BASE BRACKET/ STEEL 7 POST BASE FLANGE BRACKET/AWM. 8 BRACKET / RAFTER. /To BMMDR. 9 ANGLE CONK @ WTER(HEADERBEAM 10 "U' BRACKET - GENERAL I I DDL:ANGLE OONK@HEAQER/POST 12 FOP SIZE d NO. OF FASTENERS / A.B.aF • ° 112'X I X1.6r.2"( L• 3" 1 SEE CONNECTION TABLE FOR THE 6063 -TG AL'U M. OR I V2 X I Y2 PARTICULAR PATO COVER OR ROOF M.. S X .040 3004-H3G ALUM.( L•3' STRUCTURE SELECTED. . � EA.SDE. ----- -- POST SIZE 3'SQ COUAW. 2IN2� POST BASE ®SHT.11 GY'n •""�'"•"' \ ° 2-�B SM.S: EA. SIDE O RAFTER SEE TABLES rsTM•A3 �fG GRADE TYp FINISH :n( 'I /gi es' \ I RAFTER @ ° C 24 O.C. MAX. ")' 24.' O:C.MAX o o 1u>r '4: It r 6tlu _ i . IIIA' RDFT/ j2 1 S/ 1 r 4 ! 0 O O I � I SLOTTED 01 Y '� -P HHOLE / �' � 4 -�� _— SAWN. . 'l/' AOk T MH RAFTER RAFTER E' i BEAM/HEADER • BRACKET w/2- 14 SJAS TO BEAM 84-•0. NAL GRADE EMBED POST 12'MIN. X 8'LONG �. 1 1/4"IF W/( I/4'A M.B. 1 IIn6'aROD SEB SBS. 10 FOR ASSEMBLY (2)-Ni'ID SMS. EA LET. I To RAFTER. DEPTHaoLT TMRu PosyINSTRUCTION SEE TABLE 2' ISMT•11 i pl. FOR WOOD TD BEAM6(2)-ANO S.M.S. 'SCREWS. 24A MAXIMUM 24'MAXIMUM SEEO9 810 _-.I EA LEG TD'RAFTER. BRACKET MINIMUM 20X3°WOODSf SHT-II G'MINIMUM 6 I4 a.I pSM� tl}IWX \O/fLIX+9-GA(.I50) :a - 4'I'll OM LLL•200 FUR517 ACMCI ON0FFASTTABLE SE AW WINDE POSIRES IOOC A.B.• CONNECT)ONTABLE B Sc 110 ' FWAi PARTICULAR PATIO COVER pare: FOR SIZE & NO. OF FASTENERS/ A.B.'; FTG.. SIZE ZF MAX °�'~ a• C W X 2314'HOOD SCREwS ALL -OR ROOF STRUCTURE SELECTED. SEE•CONNECTION TABLE FDR THE(BASE � 9' B.P. PLATE OMENSOF6ER :' DESIGN LOADS. NOTE: FOR SIZE OF STIFFENER/WASHER PLATE, PARTICULAR PATO (OVER OR ROOF STRUCTURE SELECTED. USE TOR FREESTANDING ONLY WELL COMPACED SOL) pq Tg¢L ao SEE RAFTER TO BEAN CONNECTION TABLES. WALL CONNECTION 13 RAFTER TO BEAWHEADER CONN. 14 RAFTER TO BEAM/ HEADER CONN. 15 EMBEDDED POST 16 POST TO SAFETY. STAKE. 17 ST TO ABESCO ANCHOR 18 NP 14 SMS BEAM SPLICE SMALL OCCUR Ao 4 SCREWS DIRECTLY OVER AN INTERIOR _ H.ST 21 SHR; II POSTNOT-FERMITTEDC 2- Li w.PER SIDE ' UNIT G 12 SIDE PLAT 'ASIDE PER I � POSTSCHEQ 8�3 b"T.II 3' %2 PLASTIC PLUG _ /_ ( , FO TNG THRU BOLTS 1046' WHERESCREW SON 5?--- �S�r II.074'INSFRT 8 FOOTING <256 _1 z1� REFER TD POST 645E INSIDE. •.FjN ISI' 3.5° < J�o 3"SQ. X D24 POST 'OFCONN. TABLE FOR THE STEEL MST I I _y-. I /. p.. TYPE 2 I SEE IL SELECTED I I I I 7- 0 I �" Z• I FQRN 145MS EA. SIDE LN BDTTOM, 1 I I 3.5 2'•. 1 SEE FASTENER /A.& I MO HEIGHT 8: TOP. _ 7'X J TABLES FOR THE I 1 •FLAN KET PER.@ I 2 -•14 SMS. EA.SIDE SID3/9X0'•3° IV2! EA:SDE( 2 -TOTAL) !I; l - I FOR FOOFED-TYPE, 'S J 'S° 2'. COVER OR ROOF I I I 7' 2 V2' I - SHEET. 6 —. STRUCTURE SELECTED 112 MIN I I 0 .DETAIL(D-OROB SHT. 11 I " I I � 6 SCREWS 3 1 r VRAFTER(SIDE PLATE) I I 4-A14 OR G-014 PER SIDE 2%2A: I 1 I 1 EACH SIDE` I S.M.S. EA. SIDE I 2' B I FE R (SIDE PLATE 21 r� u II 16 JOU r. q)� I Iv -)--i e.; �2' 3'SQ:POST BETWEEN ( I I EA, SIR SIDE PLATES I I ♦ 14 SMS, EA. SDE IOP i 3"SQ BETWEEN 2°; : vp'Q`ES SPIOOSET PLATES*'o,,,� t f0.tp MID•HEIGHT SCA 60T. 5 'o SEE FPARTIICU AR TABLE FOR, I NOTE _ u C° 5291 THE PARTICULAR PATIO COVER I I 3 SM111 3'X.062 FX.TS., -�- OR ROOF STRUCTUdE SELECTED FORA IZEd MD. OF RS EA. SIDE ALUM. A.B. /SEE CONFF.LTION TABLE V4 io BOLTS MAY BE USED f ALLOY Ofd -TG I —I ry 'EGO. FOR TME FNRRCUM PATO I1 IY CON ROOTING Oy / COVER OR ROOF STRUCTURE AS ALTERNABE TO 414 SMS 3'SQ :STEEL COWMN. ISA E, SEE fi. 196'• TABLES FOR SIZE. '�/°FS Ni. slxECTEo. BEAM / HEADER TO POST CONN. 20 BEAM/ HEADER TO POST CONN. 21 EAM/HEADERTOPOSf CONN. 22 POST TO FOOTING CONN. 23 ST TO SLAB CONK 24 POST BSE FLANGE BRAG�T/ALL�V1. 1D' WN LCIRO. ES. d_ 5.20 •'J2 )DNS K.K.CHANGED SHT. w 7 TO 11 MObTYF JAKNO N. PCX � n• RTaeoD COMPONETS L DETAIL OOm '. %JLUA/A-LATTICEPATJO COVER —92-17287 FOX ENGINEERING EVALUATION NQTEo —R.,, -,N„ R� REPORT NO - K.K. $ JAMES M. FOX. STRUCTURAL ENGINEER LATTICE TYPE PATIO COVE U NUMCOMPANY - 5039 eoeo YeLeorA►W eo. Do�WeY, elAurorr7w weNo OOMNIERCIAL RFt�F$fl�CIlJFES .N: LINCOLN ST.• ,(60212''!'8-8224 11 12 NTIQT 15'TYP. MATERIAL, 3004-H 36. ALUMINUM 24" ROOF PANEL ll� 15/32• V4 28 45' 22' SEE SET. 10 FOR ASSEMBLY INSTRUCTIONS FOR MOOD SCREWS. .THICKNESS i I \ EXIST. WALL E PAN L IN TABLE; SHI6pF I 30" I I 5S 078• FOR FASTENER SIZE & SPACING, SEE SCHEDULE b SHT12C / 09' " I 90 l6) -MIO SATS EOUALY SPACED 1,75 p i i U9' 25 -� r_- THRU PANEL =K5 8 AT EA CONTACT TYP 300 T1301iff, III25 633 .50" .25' 0. 2r .�_._ 4.0 _4.9�.__. ff 4A' - -ROOF ,704 \ANEL '1.. 24.0'-- ................-__..___.___..._____ .- 200 CONTINUOUS SPEED RAIL PER DETAILRAIL 7 SHL 12 ( WHERE OCCURS) \ O 6063-T6 ALUM. I "J" RAIL ATTACHMENT 212, 811 21/32' IG25' • '208' 031R .025R .'" J04 FULL R _r- J25 MATERIAL, 3004-H36 ALLMINUM 12"X 3"-W PANEL 3.' 4 OF 12 {-b-5-'} R•.117" .05 .208 166 .�Ov - `" j � I - 332' 1625 FULL R �- .125'11 .1 -- - 483' 1 FASTERS DIRECTLY 1000• f - i - ` /50D_TO WA ASCI SEES' 3.562" - .062" •? DETAIL�OR� 0.20' i •�no L062' i I 2% 3.737 -�-- .Oldx 90' 21 Q..010'RXDIO'DEEP I 62. I 4237' L062° 2.625' ..1L2� 2• Lou 1750. EASCO ALUM. r _.050n .7`'0� ! I I I I I -D. (3) IDXAI0621 ' EASCO ALUM. D( .2(2) 37' .062 R 050' .62 3) RFr I I L2 (2) - I 5' I ..� - T .625' 130'1 /lam.• •�5• ;A= --- - A�� )R -rr-J I L90 X 010 DP 62X I I .010' x 50* Dl? .117"'R .130' L 130• EO PaGr 1•`100 -} .124'R -i / 35 .130 I I - 375 R - i l 2) , `�.. t / 5 s 9O'X.OIO'DP. .130' 1 --'1 {-1,500 •130' 1.500' EXPOSED SURFACE 'cW. • s') --EXPOSED SURFACE ---" L37 5 1 2.000' .� .010'bEEPX 90'- . I .010' DEEP X,90T� REF. 31L'J:RAILYI)- EXPOSEDSURFACED- - J 3 V'RAIL •C' HANGER (TMP) 3 "G" HANGER "`5i"`O} 2 �XRAIL Vis' HANGER 8. RAIL 'PROFILES ALUMINUM ALLOY GOG3-TG ^•�*' 7 BEAM:SPl2CE SHALL OCCUR HANGER RAIL FASTENER TO FASCIA, 'HALL, (STUD,l4ASONRY OR CONIC.) . 45CREWS DIi)ELTLY"OYER AM INTERIOR-W14:SAlS i POST NOT!PERMITTEDL3 2- AT X FASCIA. T T MA ONRY OR -PER -.-SIDE iPOST'UNIT .S. HIND W SINPSON 035 16" O.C. CONCRETE DESIGN L.L.= L.L. L.L." L.L.-IL L 5 HE I:C.B.O. E.S. EVALUATION REPORT NO. 5038 SEE SHT. 1 0POR ASSEMBLY INSTRUCTION FOR WOOD .5" SCREWS. 7' EXIST.RAFTER5 @24"OC. aiu�ia-LATTICE PA776COVER (A MO ff) VALLEY ALUMNUM COMPANY it Q2..W"LIJVt ST. ..(602)278 224 D.F. LARCH 4-d14 OR 6-a14I .FOR FASTENER SIZE 4 SPACING, " I I 6 LLRAFTER(SIDE PLATE) $EE -SCHEDULE 10,. SET. 12 OF 12. m I MAX 4i3 1 NOTCH T�;lax S.M.S.EA. SIDE TECO CUP EACH SIDE I EXIST. .2 % IA HANGER C SHT• 12 EXISTING SAVE' . BOARD, MIFL 51 "e. 2.0' 1.3 1.3 2.O' 12i1 65 J. ' L' MAX. _ MAX ALLOWABLE iROJECTIO(_ EXIST. EAVE OVERHANG SEE SCHED Qq 5HI. 2 OF 12 I I EXISTING EAVE ATTACHMENT 6 -}- 1425' -r.71$1 ,A25.R 3 � 1 .,._. .05 .208 166 .�Ov - `" j � I - 332' 1625 FULL R �- .125'11 .1 -- - 483' 1 FASTERS DIRECTLY 1000• f - i - ` /50D_TO WA ASCI SEES' 3.562" - .062" •? DETAIL�OR� 0.20' i •�no L062' i I 2% 3.737 -�-- .Oldx 90' 21 Q..010'RXDIO'DEEP I 62. I 4237' L062° 2.625' ..1L2� 2• Lou 1750. EASCO ALUM. r _.050n .7`'0� ! I I I I I -D. (3) IDXAI0621 ' EASCO ALUM. D( .2(2) 37' .062 R 050' .62 3) RFr I I L2 (2) - I 5' I ..� - T .625' 130'1 /lam.• •�5• ;A= --- - A�� )R -rr-J I L90 X 010 DP 62X I I .010' x 50* Dl? .117"'R .130' L 130• EO PaGr 1•`100 -} .124'R -i / 35 .130 I I - 375 R - i l 2) , `�.. t / 5 s 9O'X.OIO'DP. .130' 1 --'1 {-1,500 •130' 1.500' EXPOSED SURFACE 'cW. • s') --EXPOSED SURFACE ---" L37 5 1 2.000' .� .010'bEEPX 90'- . I .010' DEEP X,90T� REF. 31L'J:RAILYI)- EXPOSEDSURFACED- - J 3 V'RAIL •C' HANGER (TMP) 3 "G" HANGER "`5i"`O} 2 �XRAIL Vis' HANGER 8. RAIL 'PROFILES ALUMINUM ALLOY GOG3-TG ^•�*' 7 BEAM:SPl2CE SHALL OCCUR HANGER RAIL FASTENER TO FASCIA, 'HALL, (STUD,l4ASONRY OR CONIC.) . 45CREWS DIi)ELTLY"OYER AM INTERIOR-W14:SAlS i POST NOT!PERMITTEDL3 2- AT X FASCIA. T T MA ONRY OR -PER -.-SIDE iPOST'UNIT .S. HIND W SINPSON 035 16" O.C. CONCRETE DESIGN L.L.= L.L. L.L." L.L.-IL L 5 HE I:C.B.O. E.S. EVALUATION REPORT NO. 5038 6 SCREWS .5" mmD FOX ENGINEERING `A` '"'m' $ JAMES M. FOX. STRUCTURAL ENGINEER 0060 TELEGRAPH RD. DOWNEY. CALIFORNIA 90140ROOFED 7' 0 aiu�ia-LATTICE PA776COVER (A MO ff) VALLEY ALUMNUM COMPANY it Q2..W"LIJVt ST. ..(602)278 224 R..ar 120F 12 4-d14 OR 6-a14I 3.5' " I I 6 LLRAFTER(SIDE PLATE) m .y2 PLASTIC PLUG 0 20 30 10 20 .30 10 20 30 WHERE SKEW IS ON 70C C E H H J J K INSIDE. I` I I 90 E H H J J K 100 C I C F I M I -K K 110 D I I. I C I 6 K C p DESCRIPTION DESCR •, 'w A-1 4 0 x 1 1/2" @ 12 O.C. P=7.16"O x 2 1/2". @ 16"O. C. m r B-3/8"0 x 1 1/2" @ 16" O.C. G -7/16"O x 2 1/2" @ 12.o.C. " i t I:C.B.O. E.S. EVALUATION REPORT NO. 5038 6 SCREWS I I I mmD FOX ENGINEERING `A` '"'m' $ JAMES M. FOX. STRUCTURAL ENGINEER 0060 TELEGRAPH RD. DOWNEY. CALIFORNIA 90140ROOFED N"" H M"'� C-3/8 0 x 1 1/2 @ 12 O.C. H- 3/8 0 x 2 1/2 @ 2 O.C. D-7/16"Ox 1 1/2" @ 12" O.C. J- 1/4"0 x 1 1/8" @ 16"A.B.* aiu�ia-LATTICE PA776COVER (A MO ff) VALLEY ALUMNUM COMPANY it Q2..W"LIJVt ST. ..(602)278 224 R..ar 120F 12 4-d14 OR 6-a14I PER SIDE I " I I 6 LLRAFTER(SIDE PLATE) m E -3/8"O x 2 1/2" @ 16.. D.C. X- 1/40 x 4i3 1 S.M.S.EA. SIDE 612�RAF7ER (SIDE PLATEI EACH SIDE I EXISTING SAVE' . 51 "e. 2.0' 1.3 1.3 2.O' 12i1 65 J. EA. SIDE. I I E%ISTING RAPTeR ALLOW Ls EWAY RAPIER SIZE - SPACING OVERHANG • t . ----- �-}+- - 3'SO.POST BETWEEN " .233' 233 • 14 SKS. EA SIDE TOP I i 3•S4 SPOS BErwEIDE SEN � PLATES I I I PULL OR 16" 21-0" o -5" �.-_.. .. 12•. -._._.. _. . MID•�HEIGHT&(J 80T. Il I 2". % 6" NOTCHED 24"O.C. 2'=0" 3 I O.' 2'-0''1116 2" X 6"PULL OR 24" .0 KNIER: 3004-M 36 ALUMINUM V'L r. r 2't X 9"NOTCHBO�':•� 31 to. .. 2" X S" FULL 24" O.C. .2'-0" 23"-1" SRO, ;IA 12° X 31/2' W PANEL 3 BEAM/ HEADER TO POST CONN: 8 BEAM / HEADER TO'POST CONN. 9 AITACRED SCEIBDUIE )o 4YtLOF 0 s 'TAIL' RATER°TAIL RAFTER TAIL' a .; w, RAFTER .75' I ' .III�{ff 25% OF POST SPACING, MAX. OVERHANG .. , FACE OF 3'Sa i05T OVERHANG 2 I' : "•--" _ I -O " " fj !- 2� 1' 1'-0' !�`�/''.V 1._O. (2P)O SMS, EA SIDE l4-10TA-•'`.�f •.*� I I I # b SM.S T p SM.S. AT- 12'OC. p) rE55A r`' ,,, •��•� 1214E IO S M.S FASDE , 4 117TAL Q 12 OC. ROOF RAN 1 4° ROOF PANEL' EI IO 5. M.S. 1 �� 1 12.O.C. 2. THICKNE551 SEE 1.76'2.0• 1•GB' PYINEL M TABLE, _ 4' 6 12' - - _ G 12� G' AT PAN 4' 61 SM.G OF 12 2' I`. c E.__ 5' 2.2' G' 2.2' 5' ,CLI I I / 5" 12) 41O ASIDE 1 I ! -BRACKET TO % #10 SMS TOP & BOTTOM (2 -TOTAL) '----- --'--'� FASCIA 6 1/2 X 2^X024' UM.BR�O�T X °,J �. BRACKET X 6 V2 X r%.024'RAFTHi w/ D x 2 RAFTER • , 4 1 S M.S. -._ B _��.- __._ _......_ - `-' T• l2 �- *10 X V2 SACS TOP & BOTTOM. SHf.12 5 A OLLfORAED GUTTER 010 X 12 SMS TOP & BOTTOM ( 2- TOTAL) r" V So" P l AT DANT I 4 RAFTFR "TALI " AT SfnFS 11, I RAFTER "TAIL" AT FRONT RAFTER_1AI1_'W/G'X 2"FLA`t PANEL 13 1 I:C.B.O. E.S. EVALUATION REPORT NO. 5038 , . 7.12.92 10.15 K.K. CHANGEDSHL081012 mmD FOX ENGINEERING `A` '"'m' $ JAMES M. FOX. STRUCTURAL ENGINEER 0060 TELEGRAPH RD. DOWNEY. CALIFORNIA 90140ROOFED COMPONENTS BDETAIL CONN. FOR: TYPE-FiAT10(',OVERS aiu�ia-LATTICE PA776COVER (A MO ff) VALLEY ALUMNUM COMPANY it Q2..W"LIJVt ST. ..(602)278 224 R..ar 120F 12 - r x° ,.., :J '�,.