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PMT16-02097 City of Menifee Permit No.: PMT16-02097 29714 HAUN RD. �/-�CCEL/-> MENIFEE,CA 92586 Type: Residential Addition MENIFEE Date Issued: 0 710 512 01 6 PERMIT Site Address: 25345 MAMMOTH LAKES DR, MENIFEE, Parcel Number: 339-471-013 CA 92584 Construction Cost: $8,684.00 Existing use: 1 &2 Family Residence Proposed Use: Description of INSTALL 432 SF SOLID ALUMAWOOD PATIO COVER 2 FANS, 3 POST LIGHTS, 1 GFI OUTLET, 1 Work: DOUBLE SWITCH Owner Contractor FRANK TREJO GUTTERS N COVERS CONSTRUCTION INC 25345 MAMMOTH LAKES DRIVE 19069 VAN BUERN BOULEVARD#114 MENIFEE, CA 92584 RIVERSIDE, CA 92508 Applicant Phone:9516728022 REBECCA HALL License Number: 945962 GUTTERS N COVERS CONSTRUCTION INC 19069 VAN BUERN BOULEVARD#114 RIVERSIDE, CA 92508 Fee Description city Amount f5l Receptacle, Switch,Outlet&Fixture 7 146.00 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 7.30 $322.95 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA BIdg_Perrnit_Terrplate.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). I hereby affirm under penalty of perjury that 1 am under provisions of Chapter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class e e By my signature below I acknowledge that,except for my personal residence Expires Signature in which I must have resided for at least one year priorto completion of cl-30 I improvements covered bythis permit.I cannot legally sell a structure that I WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o 1 hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which w,nw.leeinfo.ca.aav/calaw.html. this permit is issued. Policy# Date 04,have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which o By my signature below I certify to each of the following:I am the property this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act an the property owners behalf.I have read this number are: r application and the Information I have provided is correct 1 agreeto comply % p with all applicable city and county ordinances and state laws relating to Carrier S-Cct.Unll`I� N,17o building construction.l authorize representatives of this city or county to Policy#SWC fe FI 0Z L. Expires 1 73`s Lt enter the above Identified property for inspection purposes. (This section need not to be completed is the permit is for one-hundred Date dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT o I certify that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers camp nsation provisions of Section 3700 of the Labor Code,I shall ith c i I Nith those provisions. Will the applicant or future building occupant handle hazardous material or a _� —t�o mixture containing a hazardous material equal to or greater that the Applicant Date amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS D Yes )�No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY o Yes`No I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes_.b No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjurythat 1 am exempt from the permitting checklist.I understand my requirements underthe State of California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reason(s)indicated below by the hazardous material art checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 yes o No (/ Business and Professions Code).Any city or county that requires a permitto �_ Date 1'S 'I Io construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER dR`AuT46RIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRP) License Law(Chapter 9(commencing with Section 700D)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from Ilcensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This Includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their ❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.aov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code,The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: o I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION 4ZL ,,o Wenifee DATE 110 PERMIT/PLAN CHECK NUMBER O - papA TYPE: ❑COMMERCIAL kESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME POOL/SPA ❑SIGN SUBTYPE: ❑ADDITION ❑ALTERATION ❑DEMOLITION ❑ELECTRICAL ❑MECHANICAL fRNEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK 1� 1Fr Pltble- PROJECTADDRESS &YLtc!�, Vj"AA-119- C7192>4 ASSESSOR'S PARCEL NUMBER 0,3 LOT TRP&J City Of Menifee OWNER NAME [ ( ayl k- l Y' g afetY Dept. ADDRESS 1/ 5-2,(I S PHONE -/S Z ZLI Sb EMAIL R g' ved APPLICANT NAME fg-C, 1n ADDRESS JQ J` - PHONE vZZ EMAIL CONTRACTOR'S NAME Sear Zc�r,�— OWNER BUILDER? OYES O BUSINESS NAME 7�Q v C ADDRESS C � f� Z ZLV PHONE qs� W�Z CIVZ EMAIL .[d CONTRACTOR'S STATE LIC NUMBER 94S9(p2 LICENSE CLASSIFICATION VALUATION$ n(0 a q SO FT L SQ FT APPLICANT'S SIGNATURE DATE CITY STAFF USE ONLY DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP 01` INVOICE c PAIDAMOUNT AMOUNT •9t)I .Q� 0CASH 0CHECK# OCREDITCARD VISA/MC PLAN CHECK FEES PAIDAMOUNT OCASH OCHECKII OCREDITCARD VISA/MC OWNER BUILDER VERIFIED OYES O NO OIL NUMBER NOTARIZED LETTER O YES 0 NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 O LEWER & RACK C) W INSPECTION REQUIRED 0 to LL J� City of Menifee Building & Safety Dept. JUL 0 5 2016 Received �10:rCw— J CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL REVIEWED BY bW'ffl v � LPATE- *Approval oftbw plins shall not be construed to be a penrdt*or an approval of,any violation of any provisions of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the jobsite until completion. cask l�,S� yY\ev�:Pee, CY-) ZS B1 ZO- 1ae 'SiZ-Ach '1 1=1 N 07 r S�wq E ------- __...:_ _ -------- _ E P G H = IRED A B D WSPECTION REQU N °' >_ e LJ..I CD C::, PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. WIND SPEED CONVERSION TABLE: r a O DESIGN REQUIREMENTS: EQUIVALENT CRC i IRC � FGERAL NOTES: cec& CBCIIBC WIND SPEED X U RESIDENTWLAPPLICATIONS-CRC ANOIRC APPENDIX H,CBC AND IBC CHAPTER I6, WIND SPEED ', � W � ING CODES: G COVERS IBC APPENDIX CHAPTER I. 85 MPH L`�` W ROOF WEANO SNOW LOADS:10,20,25,30.40&SO pst.(SNOW LOADSAT GROUND 11U MPH LL IIONTERNATIONHED AL B�LDING AND ESNDENTWL CODESN213 CAUFORNIA BUILDING AND THE93 MPH ¢ Z U COMMERCIALAPPLICATONS-CBC ANDIBC CHAPTER IB. 120 MPH d ENTW.CODES,ASCFJSEI 7-70 MINMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25,30,40850pTHE2Di5ALUMINUM DEBIGN MANUAL-ADM.COLUMNS BEARINGON CONCRETE BLAB IS IN u3p40&50 psq 13U MPH 101 MPH 1 cli RDANCE WITH 2O1220151RCANO2013CRCSECTION AH105.2 FOR 10 pst RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS:20,25,30,40&50 pst.(SNOW LOADS AT GROUND L co On OliACI 31&14 FOR 20.25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. ADDITIONALDESIGN REQUIREMENTS: SEE CONVERSION METHOD,IRIS PAGE, NO NOTES: FOR APPLICATION AND USE.7,TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPUCATI CnITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE:SHALL BE CIRCLEDAND CLEARLY IDENTIFIED. 3. OCCUPANCY CLASSIFICATIOrvAND RISK CATEGORY:II,+LBITE DESIGN PARAMETERS: INSTALLATION SHALL BEAR AN IDENOFYING TAG INDICATING THE NAMEAND ADDRESS OF THE 2. BASIC WIND SPEEDS:11O,120,130 PERMPH LINEAR FO SBUFACTURER DEBIGN LOADB AND ENCLOSABIUTY.4. DRAWINGB AOFSI(ND ND 7IFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE. OTHERWISE 4.SEISMIC BASE SHEAR:I7 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. SITE ADDRESS' yy•� 1 `' Q�F �1�p�4( NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THECONTRACTORSHALLSUPERVISE S. SEISMIC DESIGN PARAMETERS: 70 Sv=0.50 IIR�A�-a=-wi`- - VW �\ K• i SEISMIC DESIGN CATEGORY:DNTS AND DIRECT THE WORK AND SFi.ALLBESOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SITE CLASS: J�J TECHNIQUES,SEQUENCES AND PROCEDURES. KILL BE KEPT AT THE JDS SITE AN13 SHALL BE 6.HEIL4BLETDT SET HEAOF DRAWINGS EPREBENTA;PECIFITNESOFTHEBUILDINGANDSAFETYDEPARTMENT.THERE RESPONSssumVIONIS:ONFACTORPED SPECTRAL RESPONSE ER:IRE(MEAN OFHEI HT) m= - • � �� S5885 � A BUILDING HEIGHT OF MAIN STRUCNRE(MEAN ROOF HEIGHT): SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED S.DESIGILDING PTIONS: �/�F� /� 0p` CHANGE ORDER. B.LEAST BUILDING WIDTH OF MAIN STRUCI 3O \VR�1��'�1 C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:10'X 10' 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH Amy MESHMATERIAL. WIND SPEED&EXPOSURE -- T,ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL.UNDISTURBED SOIL OR CERTIFIED FILL- \\O e.ATTACHED COVERS MAY BE BE TO AN EXISTING CONCRETE SLAB PROVIDED THE SLP.B IS AT LEAST 3 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUALTO ZERO. -UF CAL" 9.AMAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON ANOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: LY ROOF/SNOW LOAD: EXISTING OR NEW CONRETE SLABS \O J EVALUATIONHEPEIENT SIT REPORT. STRUCTURAL TUBA SUBSC ON FORCOMPONENTS OCNG PERMIT MUST I WCLUDEUTHE D 06-23-16 �I 10.20 POUNDS PER SQUARE FOOT LL AND GREATER MAY BE COMMERCIAL HE AND RESIDENTIAL EACH PROJECT SUBMITTED THE LOCALAUTHORIIY HAVING JURISDICTION MAY INCLUDE E CARPORTS. FOLLOWING INFORMATION MINMUMI EVALUATION REPORT: 11,DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CDC SECTION ifiD5.3.1. A TITLE SHEET AND GENERAL NOTES. DESIGN CONS B.STRUCTURAL C.BASED ONTHE REQ�IREO DESIGN LOADS,STE-SPECIFILATTICE CUFUOTION(Le..SOLID ANDIORF. I PANEL SPANNG OR STRUCTURAL 71.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: PER FOOT. TABLES pURALG NI 12.MINIMUM COVER PROJECTION IS I V. D.TYPE OF HEADER,POST TYPE&QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE 13.MINIMUMSIZEOF EXISTING ROOF OVERHANG IS SO SQUARE FEET,WHERECOVERIS ATTACHED TO THE SITESPEDFC DESIGN DADS. ENGINEERING FIRM IAPMO N95 4 FXISTINGOVERHANG. E.APPROPRIATE STRUCTURAL DETAILS. - 14.COVERS ARE DESIGNATED"] BUIl01NG5'AS DEFINED IN ASCEISEI7. ` F.OURIS DOCUMENTATION THAT MAY BE REQUIRED BYTHE LOCAL AUTHORITY HAVING 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AB DEFINED IN JURISDICTION. AHE FREES 16.THEFREESIANOING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES,'IN [STRUCTURAL ENGINEERING AIN APPROVAL ACCORDANCE WITH ASCFJSEI7. CITE{ OF MEN C. tNT 17.THE RATIO(HIP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,Fn. SHEET#DE HEET TITLE I DESCRIPTION 26000 AC SUTE200 PHONE s' SHALL NOT EXCEED ONE(1). 1C 18 BE LEAB THAN ONE(VER LEN GTH(L,FT.)DMOm BY THE COVER PROJECTION OR WIDTH(P,F0,SHALL NOT SBU I I D I N G A`TRUM THET-0..................TITLE SHEET,DESIGN LOADS,GENERAL NOTE sTROCNRALEN€VEER City Of MB R OUSDN KROSEPINKSESBES uildin f1lfa@ MATEwnLB� 5 SH-1.............SO :N LATTICE TICSEL STRUCTURE PLAN APPROVAL 9 & Safety peps. I 5 Ifte MSSHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. POINT OF CONTACC AMNONY iRAN SH-3.............PANEL SPANS TRI-V,W-PANEL&FLAT PAN 1�� JUL O 5 2016 20.WI H LL1INUMASSOCNTION AND HAVE LUMINUM ALLOYS MAY 13E EQUALUAL.OR GREATER YEIOLD AND ULTIMATE STREEy NGTHS.GTHS.STEREO SH-2........---OPEN LATTICESTRUC SH-4............MINIMUM FASTENERS 21.CONCRETE SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. DATE 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING SH 75-6 HEADER BEAM TYPES,CO TYPES REVIEWED BY PRESSUREIS2O0 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS IGO PSFIFT x 2 PER SH-7...........HEADE SPANS FOR OPEN LATTICE COMMERCIAL CeIved TABLE 1806.2 AND SECTION 1806.3.4. SH-8 „.....-,--EXISTING EAVE CONNECTION DETAILS 23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED.SS GRADE TO A500 GRADEB. SH-9 I-I;gNGER CHANNELS AND MOUNTING BRACKETS } ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. Ilrllt fOr,Oran - 24.EASTERNERS:ALUMINUM BOLTS SHALL BE 2024-T4:STEEL BOLTS SHALL BE A RE AO BE ILL BOLTS SHALL � I HAV REVISIONS ESTANDAR6CUTPLATEDWASHERS.WOODANDLAGSCREWSAREREQUIREDTOBEINSTALLEDIN SH-10..........COLUMN/POST SURFACE MOUNT AND FOOTING EMBEDMENTDETAIS aIlnT.beC0n5truedtOheape Im ACCORDANCE WITH THE NATIONAL DEBIGN SPECIFICATION. PSO revisions of the federal,state or city a E R=<N « _ SH-12.....-•---BEAM TO POST 8 LATTICE TUBE TO RAFTER COt�F16A111 tans must 6e kept on the 26.ALL SCREWSARE SELFF DRIWNG(SDS)IOR SHEET METAL SCREWS(SMSMIN CCONFORMANCE VJITFINCC ES ESRE SH-11 ...-......LATER AL FORCE RESISTING TUBE RAFT .NUMBER OFR C SH-13..........HOW TO DETERMINE TRIBUTARY WIDTH&FAN B ��4t°Q.h lnolation of any p roved p 19760RPPPROVED EQUAL. LDCOVE S CS• IS set of MP SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING 50 ,,a .,lina`1-E 1��_730 MPH 27.THETABUTATED MAXIMUM COLUMN SPACING WHEN BEARING ON ACONCRETE SLAB IS LIMITED TO USE WITH SH-15-17.....SOLID COVERS ATTACHED&FREESTANDINGB B,L,110-130 MPH THE ATTACHEDPATIO COVERS ONLY(10 AND 20 PSF). Jds �dtRf$tlit�l!> za.sOUDANOLATTICEALUMINUMcovEtiSMECLASSARooFAssEMBLYwAccoftOANCEw1THSEclloN1fi05.z, SH-18-20.....SOLIDCOVERSATTACHED&FREESTANDINGBEa• P k EXCEPTION 2. 1E1N1 5 SH-21-20.....SOLID COVERS ATTACHED&FREESTANDINGB M SPANS,25 PSF S.L,110-130 MPH4y-�,JOBf WIND SPEED CONVERSION TABLE: SH-24-27.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 40 PSF S.L,110 130 MPH �� ps231s SH-2830..•--SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 50 PSF S1,110-130 MPH AT 3 THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBCIIBC. SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, DRAWN By 5 FOR USE WITH THE CRC/IRC,DIVIDE THE REQUIRED CRC/IRC WINDM 5 ' SPEED BY 0.6 SH-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,10 PSF L.L.L.L,110-130 MP c4-cRE9 EXAMPLE:CRCIIRC WIND SPEED IS 85 MPH.THE COVER CONSTRUCTION SH-3736-....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF S.L.110-130'MPH E SHALL BE BASED ON 85 MPH=110 MPH. SH-39.40.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L 110-130 MPH 0.6 SH-41-42.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L,110-130 MPH SOLID PANEL R SH-43-04.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH STRUCTURES s T IS THE REPONSIBILITY OF THE SH-45-06.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L;110.130 MPH T WHERE SNOW LOADS OCCUR,I CONTRACTOR FOR THIS T TO VERIFY WITH THE LOCAL SH-47..........INSULATED ROOF PANEL ATTACHMENT DETAILS i AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-48..-.......SNOW DRIFT DESIGN A s O s SH-49..........SPAN REDUCTION FACTOR TABLES `V I E SLIDING,PER ASCE 7-10,SECTION 7.7 AND 7.6,IS REQUIRED.SEE SH-50.........ADDITIONAL STATE LICENSURE STAMPS } SHEETS 49 FOR SPAN REDUCTION FACTORS. EDFwSHEETS A B G D E F o G H I I O SOLID PANEL STRUCTURESCj N o 1 ROOF ✓� Lu m co ROOORHANG, ATTACHMENT OVERHANG,OVEU ATTACHMENT SEE DETAIL A B&C. OR WOOD,OR C U) m ROOF PANEL SEE TABLES SEE DETAILA,B&C, CENG OR WOOD,OR ROOF PANEL SEE TABLES SHEETS CENGTH CONCRETE �+ O X SHEET FOR ROOF SHEETS ANO SNq OFSTRUC rij WAILLS SEE SHEET4 FOR ROOF ANO SHgC�Ivor CTUR WALL SEE t � L I � PANEL ATTACHMENT TING WALL _ T PROOrsE CF SE VAR IFS SHEETB PANELATTACHMENT SUPPORTINGWALOL MIN.0.25"SLOPE PER FT. T1yE PRO �OSS��'Apl ES SHEET 8 U > o HANGER&BEAM. ECT/O/y rHAN HANGER&BEAM. N ¢ O Ln O. SPAN O. O L "O.H."NOT TO EXCEED 25% "O.H"NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL pj ALLOWABLE SPAN ALLOWABLE SPAN 4/ m SEE DETAIL 11,SHEET 12—"/ SEE DETAIL 11.SHEET 12 S SEAM FOR MANDATORY SPLICE. EAM Sp BEAM-SEE TABLES FOR MANDATORY SPLICE. Sp PO AN/ NO BEAM SPLICEAT SEE ,PAN/ BEAM-SEE TABLES F NO BEAM SPLICE AT SE STSPgC/ FOR POST SPACING SE ACIryG = EXTERIOR POSTS. ETgS NG = QRDFEBslgyq� EXTERIOR POSTS. ET Cf O.R POSTS,SIZE VARIES ABCES O'H.NOT 2 POSTS,SIZE VARIES S EEoT y �\a K SEE SHT.11 FOR MINIMUM 75%pp TO EY,C SEE SHT.11 FOR MINIMUM OFg 25� h "Z 3 NUMBER OF REQUIRED COLUMNS SEAMAC co NUMBER OF REQUIRED COLUMNS ACCOwxtgtEsp * S 5885 7 31/2"SLAB ATTACHMENT' 31/2'SLAB ATTACHMENT' MAY BE USED NOTE:NO SPLICE AT EX IOR POSTS MAY BE USED OF CAO1 WHERE PERMITTED. WHERE PERMITTED. SEE TABLES SEE TABLES NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- 06-23-16 FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER e SEE TABLES - COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION DURALUM IAPMO 0195 AHI APPROVAL 5 ROOF PANEL SEE TABLES CE EN SHEET4 FOR ROOF PANEL ryGTI{ C GTH OF ATTACHMENTTO OFSTRUCTUR SHEET ROOF PANEL 4 FOR RSEE TABLES MIN-0.25"LOPER PE O.H. STRUO�REV SUPPORTING BEAM. O.H. EVg A S ATTACHMENTTO RIE SUPPORTING BEAM. r 3 O.H. SPA O.H. SPAN d SPAN - "O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25 OF ROOF PANEL OF ROOF PANEL e ALLOWABLE SPAN ALLOWABLE SPAN s SEE DETAIL 11,SHEET 12 SEA SEE DETAIL 11,SHEET 12--"/ FOR MANDATORY SPLICE. pO Al SPAN BEAM-SEE TABLES FOR MANDATORY SPLICE. p�SppAN/ BEAM-SEE TABLES F ip REVISIONS NO BEAM SPLICE AT TSp r NO BEAM SPLICE S ACI FOR POST SPACING EXTERIOR POSTS. SEE TgS�ESN'G FORPOSTSPACING i EXTERIOR POSTS. EE TASCES NC' K POSTS,SIZE VARIES NO < POSTS,SIZE VARIES Ok ryOTT III Y OF T TO (V OFS CCtlll cV j§S 31/2"SLAB ACCp MAY BE ACCO SCE sp 4S JBBe is-1Gn = MAYBE USED CESpgN, MAYBE USED �qN TO CONSTRAIN 70 CONSTRAIN r FOOTING,SEE FOOTING,SEE 0.4TE osaa-1s - TABLES TABLES DRAWN BY AT S FOOTINGS FOOTINGS cHEcrcEo GM f SEE TABLES SEE TABLES NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL . STRUCTURES s F TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION SH - 1 1 OF K SHEETS A B C D E F GCD H I J Z OPEN LATTICE STRUCTURES W N ° o A Wrna-m RAFTER,SEETBLES ��'/S WALL LEDGER OR C 7) T) m ROOF OVERHANG, O X HOBO/ SE DETAIL A,BBC �NGBL/LO/ryG ROOF OVERHANG. to,% SHEETS. ' d LLI j � MAXO.FL O.H SEEDETAILA,BBC, U O 25%ALLOWF R ABLE LE SHEET B. Q Z L{7 ALLOWABLE RAFTER,BEE TABLE RNI_ SPAN B M� 25%ALLOWABLE O. O Tn C:) 2FSo G 2 �T ALLOWABLE 4y s, o p� SPAN Q coI S Spq G `cm, CID c MANDATORY BEAM SPICE-SEE DETAIL II,SHEET 12 00- NOBEAMSPUCEAT S oG v G1 M� _�(�FESS�/TLL11�� EXTERIOR POSTS ®�" D 1. f MANDATORY BEAM SPICE-SHE LENGTHOFSTRUCTUREVARIES G i DETAIL II,'SHEET 12 NO BEAM SPLICE AT POST WITH SIDE PLATS EXTERIOR POSTS 9 BF SEE SHT. 1 it FOR RINIM M B S 5885 A'O Sp NUMBER OF REOU! G _ B TSp 'W COLUMNS LENGTH OF STRUCTURE VARIES _ `SG 312^SLAB ATTACHMENT "+Sp POSTS WITH SIDE HT, 11 FDR MINIMUM TES MAY BE USED WHERE SSTSp '9/ySEE 4.ry B ETABLES FFT BBG COLUMNNUMBERS REDU1acn OF CA1-\Fd`` NOTE:EACH COMPONENT IS INTER- q q't'i q ry CHANGEABLE WITH ANY OTHER '9B�Fs B COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING MERE AEOUIRED, NOTEEACH COMPONENTIS INTER- PoST1gYSP 312-SLAB ATTACHMENT 06-23-16 NOTE:THIS OPEN ETYPE STRUCTURE SEE TABLES CHANGEABLE WITH ANY OTHER BF q�T MAY BE USED WHERE CDV FT — MAY NDTBE OovERED. COMPONTENT UNLESS OTHERWISE SHOWN. �Fs SEE TABLES e NOTE:THIS OPEN LATTICE-TYPE STRUCTURE MAY NOT BE COVERED. FOOTING MERE REQUIRED. SETA_-LEE DURALUM TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE 'IF"ATTACHED MULTISPAN LATTICE STRUCTURE - IAPMO0195 AW APPROVAL s RAFTER.SEE TABLE FOR SIZE AND SPACING MAX O.H. RAFTE0.,SEE TABLE 1 25%OF RAFTER O.H. FOR SIZE 2S ANDSPACING %Fkar ALLOWABLE O.N. /COST LF SPAN 25%O MAX MAX.O-R `�qC/NGG 2S&O,1r. O ALLOWABLE x `,CPo�� TS,pq G 6 CqG xS� REVISIONS !! GD Zq .�,, W G MAWt MtE tti �l LENGTH OF STRUCTURE VARIES ®� /H f J$�fop. z9 MANDATORY BEAM SPICE-SEE 0 DETAILM SHEET 12 OST CROSSSEOTI LENGTH OF STRUCTURE VARIES G ; NO BEAM SPLICE AT SEE POST DETAI gSTELJOBt 161Bi1 EXTERIOR POSTS 0 FTgSpgC/ry MANDATORYETEAM SPICE SHEET 12 I IFS G 311ZSLAB NOBEAMSPLICEAT SE POST DETAIL. DATE 06ZY16 MAY BE USED EXTERIOR POSTS SFFT�q NOTE:EACH COMPONENT IS INTER- Po TO CONSTRAIN qe( D/NG DRAWN BY AT CHANGEABLE WITH ANY OTHER sF,rTsa FOOTING.SE Fs 312^SLAB COMPONTENT UNLESS OTHERWISE SHOWN. FTgBq M TABLES NOTE:EACH COMPONENT IS INTER- pO TC CONSTRAIN tHECRED cIn NOTE:THIS OPEN LATTICE-TYPE STRUCTURE 3 ST FOOTING,SEE MAY NOT BE COVERED. CHANGEABLE WITH ANY OTH ER �TgBq ryG TABLES t FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. �Fs NOTE:THIS OPEN LATTICE-TYPE STRUCTURE FOOTING SEE TABLES OPEN LATTICE MAYNOTT BE COVERED. STRUCTURES x 6 TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE SH - 2 20F50 SHEETS f G H o A Ba C 0 - F „ CD SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C t' N N o t 6'18,x 2Y2'FLAT PAN C W O m 24"TRI='V"PAN , 12"x 3 1/2"W PANEL n F- `� R=117' 1 .n• �F 6, .40• .40' .T/• s' 160• L T O 67• 4D• .7s• 43 .4s, CALL UNMARKED RADII T=(SEE TABLE T-(SEE TABLE .70- UL- BELOtA b5' g, BELOW) 282' 3e• T= (SEE TABLE BELOW 2.] e W 0 L 0• a 45- Q z 35' .76' b5' _ O .40, •40, L92' .] ' 192 .]6' 1.92' M U) If') .♦o• �. 0' L3' L3• 0• .433' 25 O �_ O 2 3.00- SO' S0' SO' 450- .00' aa'7am• � N � cq 4A0' 12.0• ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-1136 OR EQUAL ` rn 8•x2Y2^FLAT PAN 6 x 2y2•FLAT PAN 24'TRI-"V'PAN 12"x 3 1/T'W PANEL LUSL PAN N)T E%P.BPHS C FJ(P.B PH SFJ(P.0 IXP.6 PHEXPC LUSL P(IN)L� SPAN I EXP.B PH SLXP.0 DF MPH H SPAN EXP.0 LPL P(IN)L� EXP.BPHIX C EXF-8 PH EXPO EXP.B Im PHIX C SP ll/51 PPNJLT �t(1PofiMPH SEXP.0 EXP.B PH SE%P.0 gPH BFJ(P.0 �pFFS51Qyq� .018 10'3' 70'3' 163' 10'-3" 10'3• 10'-3" 13 -' 13'-9" 13'-9• IT-9' IT-9" 73'.91 72'$ 1z'-6' 72'-6" 12'-6' 74'-7° 74'-T 14'-T 14'-7" 14'-T 14'-T 020(7) B'$ B'•T g'-T g'-Y T$ 7Y$ il'-1" 11'-2' 10-7" iP-7' 9'-i t" .020 10,-00 10'-T 3" 12'-0^ ,T•3° 12';3" 1YJ' 12'3' 1SJ" 163" 15'3' W-3- 15'-3" 15.3" 13'-7' 13'-7" 13'-T 13'-7" 13-7 13'-T .024 2. Cyr 3 10 A29 10'4" 9'-9' 9'-9' 9'-2' 9'd' g'-T' .024 13'-2" 72'-T 12'-B' ti'-10 72'-0' 11'-1' 70 .024 12'S" 12'-1' 1� S 5885 0 0 ¢ 14'3' 74'•3' 74'-3' 14'J" 14'-3' 74'-3" 1T-7' IT•7" 17'.7• 17'-7' 1T-T 1T-T 15'-T 15'-T 1RT +5'-7" 75'-T +e'-p' 1g'-0' 18'-0• 16'$ 18'-0' 16'-0• 032 12 12'-T 12'-t' 11'-Y 11'-0' 1O-V •� 15'•6' 14'-9• 14'-9" 74'-0' 14'-1" 13'-0' .032 14,P 13,-1, 13,-0, iT-4, 12'-8' 15'-0' 15-1" 74'+9' 8'4' 8'-0' 6-0" g'-0' B-4' B'-0' 19'-T t9'-7" 19'-T 19'-7• 19''7" 19'-7 .040 17-T f7-7" 1T-7" 1I'l 1T'-7• 17'•7" .040 ig-0' 19'-0" 79'i• 19'-0' .015 t5'-7• 14'-10' 14'-1 +4r-1• 14'-2• 73'-0' 1T'-6' 1g'-70" 1T-0" OF (J4,, T-S' T9' T-S T-2" T2" 6'-10' 040 iT-T 16'$ 18'A' 15-9' 111" 15' " m .024 10'•1' 10'-7" 10'-1' ID'-1' 10'-1' 10'-7" 11'3' 7T-3• 11 T it'-3• 11r-3• it'-3' 10'-2' 70'-z" 10'-2' 10'-T 10'-2" 7V-2' .020 tY-1^ 72•-r 1Y-r 1r-t^ tr-r iB•-P .D2D(,) 06-23-16 •020 10'-10" 10'-0' 103 5-Y 9'-+9" 8'$ 9'4' a-e- 8'-7" B'-i' T-9' 10'-7" 9'$ 9'-6' 9'-0" 9'-1' 8'-g' B-1" e'-9• a'-9' a'-6" T-11" .032 IY 1' 121" 12-P 72'-1' 12'-1" 12'-1' 12'-6" 12'-6" t2'-6' 12'-6' 72'-8' +2'-6" t1 13'3' 18.3' 73'3' 13'3' 733' 10'-9" 70'-3' iD'4" 9'$ 9'-9' 9'A' .OZ4 11'-2' 10'-9' 103 10'3" +0'-0° 9'-10" 20 10_T 9'-B' 9_9' 9'_3" 9.5 B'_7T 20 .02d 1P-Y 1T-3' +0'-T < T3" T3" T3' T-3° T3" T3' 20 14'-0' 14'-B' 74'$ 14'3' 14'-8" 14'$ 13'-0' 73'-0" 13'$ 13'-0' 73'-0" +3'-0' 75.6' 75'$ 15'-6" 15'-6' ig'-6' 15-6' .016 T$ T-0' T4' T1' T1' 610" 133 7T-9" iT-9' 12'-0" 1T-0' 11'-7" .032 1T-10` , 11.91 1T-0" 71'-0• ftl-6° 73'•t' 72'-g' DURALUM 8'$ g-9^ B'-g• 9'-9^ B'S' B'-9' 16'3' 16'-3" 1S3^ 16'3' 16'3' 16'3• 14'$ W e" 14'.6- 14'-6" 1 .-6. 14'-6• .040 16'-8" 76'$ 1s3• . 16,-a• 16'a' 16'-B• IAPM0 0195 25 .024 .040 .040 g_g" g•_7• 8'_1• y_g^ 75-t' 14'-T lV-7' 73'•8' 14'-i"_ 7T-2' 13'-6' 12'-10' 13'$ 12'-4" 72'-6" 1T-10" 75`fi' 15'-2' 15-2' 14'-70" 14'-70' 14'3' 9'3' 9'3" 9'3' 9'3' 9'3' 9'$ it'-i° 11'-1" 11'-1^ it'll' 11'-1. 11'-1' 9'-9' 9'S" 9'A' 9'-9" 9'A" 9'-9' .020 10•-0' 10'-0• ia-I tD'9, 10'9, t0•-0- .032 .020(1) 'Z 6-N' g'3' T-10' 163' 10'-1' 70'-3' 9'-8' 9I-9• 9'-0" NU 11A6' 1D'-2• 10'-2" g'•T 9'$ 9'-2' 9'-70' 9'3' 9'S' e'-11^ B'-6' APROA 6'-7' 6-7" V7' a'-T 6'-7• B'-7' -024 72-0" 7Y-0" 12'$ 12'-0^ 12'-0^ 12'$ -024 10•-0" 10'•4• m-4^ 10'-0• io'4^ 10•-0^ .02a 11-7 71'-T 11'-1' 11'-1' 1T-7" .018 9'-i t' 9--7• 9'-7• 9-.2 9--3• g'_t D' 25 12'-0' 11'•6" 71'-7" 76-+0' 1TA' 10'-8' 7•-T T-0' 7'-0' 6'-9' 6-10' 6'-7" 17'-D' 10'-7• 10.8• 76-2" to 9'-9' 3 8'3' B'3" g'3" B'3" B'3• 8'•3' 25 13'-2". 73'-2" 13'-2' 73'-2" 13-2' 13'-Y 25 1T4' it'-0° 71'-0' it'-0' 11'-4' 7 -4- .032 12'-r iz•-1" +Y-r i2'-r 1z•-t° tz-r 3D .024 g•-g• g.p• g•_p^ 7•.g� 7•.g• T_5° .02 13'-7" 12'•T 12'3• 12'-2' 12'-3' 11'$ �2 11'-10" 11'.3' 11'3" 1P-9' 10'-10" 70'-4' .032 9.1 9'i" 9 T 9'1' 9-7" g•-1• 14•.2• 14'-2' 74'-Y 14'-2' 74'-2' 74'-2• 12'3" 12'3" 12,-3• IT'. 12'3' 12'3" 13'-t" 73'-C 13'-1' 73'-T 13'-P 4! j g•_1p• g'3^ g'9' g'-1• W'_2' 8'-10" .OaO 74'-0' 14'-2' 73'-T" 13'-8' 13'-0' .040 13'3" 12'-0' 12'-9' 72'3" 12'•4' 11'-9" �0 75'-0' 75'-1' 14'-B" 74'-9° 74'-1' 169" 10'-0' 10'$ 10'$ 10'-6 10'9• 9'-3. 9'3". 9'3' 9'3• 9'3" 9'3• g•_9' 9'A' 9'S' 9'A' 9'-9" 7-9' - .020(i) .020 .020 t TABLE 1-MULTISPAN REDUCTION FACTORS 9'-2• a''-W^ e'-tr e'-5^ 8'-0' 2. 8'$ e'-1' g•-7" 7'-9" T-70' T'-6' 9'-++" 9'-7" 9'-7" 9-2• @ 4• a"71" I FOR ROOF PANELS 71'3' 11'3' iT3' 11'3' 1T3' 9'-9' 9'-9" 9'9' 9'-9" 9'-9' 6-9' 10'-0' 10'-4' aza oza 6- ROOF WEISNOW LOAD.Psi .024 10'9' 10'-1" f0'-2' 9'-7" 9'9- 9'-2' V-6- g•-0' g•-2• 8'-10• g_t+, 8•'4" 30 iR4' 70'S' 71'-0' 70'-0" 10'-6' 9'-11' i ROOF PANEL TYPE 10 20 25 30 40 50 30 12'-0' 1Y-6' 72'$ 72'-6' 1T-6' 1Y-6' ,032 10'-9^ 16-9' iD'-9' 10'-9" 70'.9• 169• 11'-0• 7T-4' 11'-4' 71' 6 12'x3Y27N.020" - 0.88 D.83 035 0.80 .032 032 . 72'-6' 72'-1' 11'-10' 71'S' 11'-6 11'-1' 11'-T 163' 10'-9' 70'-4' 16-0' 10'-0' 12'-8- 12'-T 11'-10' gLVI910NS 24'XWXO.Dig• 0.85 0.80 0.65 0.65 - - 72'3" 12'3' 12'3' 12'-3• 1T-3' 1T3' 24'#}f'xO.024' 0.9D 10.88 0.70 0.65 - .040 13'-0" 13'-0" 13'-0' 13'-4" 73'4• 13'-0' .D40 17 T 11 d' 11'-T 11'-T 11'-7" 1T-T .OAO (0A( 04'E 00 24'x2J4 z0.03Y 0.90 0.88 - 74'-2" 13'3" 13'-0" 73'-0' 13'3' 72'9' 72'-7" 12'-2" 12'-2' 1T-8" 11'3' 14'-T 14'-t' g,i• 7-i• 9.1. g•1" g'1, g•1• V-4- B-4- B'4^ 6-4" 6-4• 6-0- 9'-0" (1)MULTI-SPAN REDUCTION FACTORS ARE ONLY -mO D) .020 .oleo W'-t• a'-to• B'-tD' APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN 63• a'-1' 6-7° T-to" 7'-10• 7--V T$ T$ T-6' T3' T-2' 6-11' IN TABLE1 ABOVE 70'3" 163' 10.3' 10.3" 10'$ 10'3" .020 9-0' 9' 9'-0" g-0• 9'-0' 9'-0' .024 8'3" 8'-3' B'3^ 8'-0" 6-1" 7'-10' 10'-2' 9'-70' 9'-10" 9'-T 9'-W 9'3^ 9'9" 9'-T 9'-1' a'-7 D° 6-tD' 8'd• 40 ig1071 40 1T-0" 71'4' 11'4' 11'-0' 1T-0' 1T4' 032 9'-9' 9'9' 9'-9^ 9'-9' 9'•9' 9'9' q0 032 72'-1' 11'-9' 1E'-9' 7T4' 72'V- tl'-1' d .032 E NOTE:PANEL FASTENERS 11'3' +1'-1^ 7T$ 1ST 16$ tD'3• 70'-2° 9'-i D" 5.7 p' 9'-T 9'-7• 9'3" 76J" tD'-i" 10'-1' 9'-i D^ 9'-t0• 9'-B' OATS aB7S19 ARE SHOWN IN TABLES 1,2AND 3,SHEET 12'-2^ 7T-Y 12'-z' 7z'-2^ 12'-2• tz'-z' +na' tD•a• tD'-T. tD'-T 7D'-7• tD'-T 1T-Y 71'-Y 11'-2' 71'-2' 7T-2' ii'-2• DRAWN BY AT .09O .04o .040 12r4" 1Y-1' 12'-1' 11'-0' 7T3' 11'-z' 11'-2' 10'-8' 10'-10 16-0' B-2' 8-2' 8-2' 6-2- .020 T-S TS' T-s" 7'-S 7'-5' T5' .020e'3• g•-3• CHECKED ' sb FOOTNOTE: "SAMPLE" .ozD(t) T-1' T-T T-7" 6'-1T 6-11• 6-g• gtS 6'-5" 6'S 63• 63, fi_7• 7•-g' Ta• T3• T-s^ TS• 1-2• FIGURE INDICATES 6'3' B'3" 8'3' 63" 8'3' 63" B'9' g-g° B`9• g-9• B-9 gam• g•_2• g._2. g�_2, g.-2, 9'-2" g'_2' e ATTACHED FIGURE INDICATES .024 8'-0• T-tD' T-10' T-0' T3• T-g. 50 .024 T4" T3' T$ T-t' T-0• 6'-11" 50 Dz4 8'A' e'-T B'-T 6s" B•4" 6-r PANEL SPANS TRI-V, FREESTANDING 50 10'-T 10'•T 16-T 10'-T fD'-7" 7V-T .032 9-1' 9'1' 9-+" 9'-1" 9'-+• 9'-P .032 9A' 9'$ s'-B" W-PANEL& FLAT PAN F .032 e'4" g'-3" 10'-0' 703 10'-3" 10'-1' 10'4• 9'9, 9'-7' 9'-T 9'-7^ 9'3' 9'-5" 6-11' 6 .040 . . 1T • 11' ° IVY . 5.9' 11'3" i 17 -040 " .040 9'-10" ' • ' • (r141 11'-0 3 10 IT-B' 9'-9" 9'-7 W-2 D • J u J i F P I OF W SHEETS A 9 D D E F G H J 4 0 MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER p, CD li N N O FOR ATTACHED AND FREESTANDING SOLID COVERS ` w m m {" TABLE 1 TABLE 2 TABLE 3 "' o x (2) 2"x6 %2' AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH w � 6 %z" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS 0 Lu z o Qo NUMBER OF NO.14 TEK OR SMS SCREWS UMBER OF NO.14 TEK OR SMS SCREWS PE NUMBER OF ND.14 TEK OR SMS SCREWS z �F PER FOOT OF BEAM LENGTH �? OOT OF WALL HANGER AND BEAM LENGTH �� PER FOOT OF BEAM LENGTH ,a 110 MPH 120 MPH 130 MPH �3 110 MPH 120 MPH 130 MPH �3 110 MPH 120 MPH 130 MPH �' ~ EXP, B EXP, EXP, B EXP, EXP, B EXP, C ~ EXP. B EXP, C EXP. B EXP. EXP, B EXP, C ~ EXP. B EXP. EXP. B EXP, EXP. B EXP. C m 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 5 1 2 2 2 2 2 5 1 1 1 2 2 2 5 1 1 1 1 1 1 QRpFESSlpy4� 1 1 1 2 2 2 1 1 1 1 1 2 - 1 1 1 1 1 1 0 6' Z 2 2 2 2 3 6 1 2 2 2 2 2 6 7 1 2 1 2 1 2 2 3 2 3 2 3 1 2 1 2 1 2 2 2 2 2 2 2 7' 1 1 1 1 1 1 1 1 1 1 1 2 o S 5885 8' 1 2 2 2 2 pf�2 2 3 2 3 2 3 8' 1 2 1 2 2 2 2 2 2 3 2 3 8' 1 1 1 1 1 1 1 2 1 1 1 2 91 2 2 2 2 2 2 g 1 2 2 2 2 2 g 1 1 1 1 1 1 of cn0'i 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 2 2 2 2 2 3 1 2 2 2 2 2 06-23-16 10 2 3 3 3 3 4 10 2 2 2 3 3 3 10 1 1 1 2 1 2 1 2 1 2 2 4 2 2 2 2 2 3 2 2 2 2 2 3 1 1 1 1 1 2 11 3 3 3 4 4 4 11 2 3 3 3 3 3 11 1 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 3 1 1 1 1 1 2 DURALUM 12' 3 3 3 4 4 5 2 3 3 3 2 4 12 2 2 2 2 2 2 IAPM0 0195 2 2 2 3 3 3 2 2 2 3 3 3 1 1 1 1 1 2 13' 3 4 4 4 4 5 13 2 3 3 3 3 4 13 2 2 2 2 2 2 ANIAPPROVAL FOOTNOTE: "SAMPLE" s FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING f 2 i 1 s 6 REVISIONS 9 xwx wit orscn�a 3 8 4 SM JOB: 161071 DATE 062it6 9 DRAWN 6Y AT CHECKED GM 3 s i PANEL SPANS TRI-V, W-PANEL& FLAT PAN f T 0 SH - 4 E DF m SHFEIS p C 0 F U H B E CD " N " RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C t N N o uw DBL.2"x 61/2"RAFTER F co �r 3"x 8"RAFTER z� 2' x 6 1/2"RAFTER zi U v "� 110 MPH 120 MPH 130 MPH "T' ¢� 110 MPH 120 MPH 130 MPH W ao 110 MPH 120 MPH 130 MPH "T' <o LUSL Nz O LUSL (IN.) w o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LUSL SIN•) fO o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP. PN•) o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 � W ° 22'_6" 22'4" 22'-6" 21'-1" 2Z-Z' 19'-2" D-- 16" 293 29-6 29'3" 28'-9" 29'-3" 26'-3" 16 16'-0" 15'-10" i6'_0" 15'-0" 15'-9" 13'3" 16„ ' W o 26'-3" 26'-3" 26'3" 26'-3" 26'-3" 25'-T14'-2" 14'-2" 14'-2" 14'-2" 13'-9" ,D24 19-10" 19'-10" 19'-10" 19'-10" 19'-10" t9'4" O Z 10 .042 24'_2" 24'-1" 24'-2" 23'8" 24'-0" 21'6" .024 13'-1" 13'-0" 13'-1" 12'3" 12'-10" 11'-2" 18'4" 18'3" 18'-4" 1T-W 18'-2" 15'-8" Q O 24" 21'-6" 21'-6" 21'-6" 21'-G" 21'-6" 21'-0" 2411 11'-7" 11'-7" 11'-7" 11'-7" 11'-T' 11,3" 24" 1S'3" 16'-3" 16'-3" 16'3" 16'3" 5'-10" o — 16 23'-0" 2T-0" 23'-0" 23'-0" 23'_0" 22'-9" 16 20'-3" 20'_2" 20'-3" 19'-B" 20'-1" 18'-2" 26'-7" 28'-6" 28'-7" 2T-9" 28'3" 25'-7" � m 16" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 16'-0" 16'-0" 18'-0" 18'-0" 18'-0" 1T-7" 10 .032 25-3" 25'-3" 25'-3" 25'-3" 25'3" 24'-8" N of 20 .042 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 10 .032 16'-7" 16-G" 16'-7" 16'-1" 16'4" 14'-10" 23'-4" 23'_3" 23'4" 22'-8" 23'-1" 20'-10" rn 24" 24" 1T-10" 17'-10" 1T-10" 24" 14'-8" 14'-8' 14'4" 20'3" 2D'3" 20'3" 20'-8" 20'3" 20'-2" ° 16" 19'-8.1 18,-8" 19'-8" 19,-8" 19'-8" 19'-8" 24'-6" 24'4" 24'-6" 23'-9" 24'3" 23'-2" 16 3q'_T' 3q,-4" 34'_7" 33'_7" 34,_2" 32•_8" 16" 21,_9" 21,_9" 21'-r' 30-8" 30'-8" 30'-B" 30'-B" 30'-B" 29,_10" EBSIgy4( 25 .042 2T-6" 21'6" 21'6" 21'-2" 21'-3" 20' 8' 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-11, .042 Z4 20'1, 20'-0" 20'-1" 19'-0" 19'-9" 19'-0" •042 24 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 24" 1T-T' 1T-7" --ITT' 17'4" 1T_6" 16'-10" 17 ' 17'-9" 17'-9" 17'-9" 17'-9" 17'-3' 25'-1" 25'-1" c� S 5885 3 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 12'-4- 12'-0" 12'4" 12'4" 12'4" 12'4" 17'4" 1T-4" 1T4" 1T4" 1T-3" 16" 16 30 .042 19'-1" 16" 11'-9" 11'-9" 11,_9" 11'-9" 16'-T' 16'-7" 18'-7" 16'-7 16'-7" 16'-7" 24" 13-9 13'-9" 13'_9" 13'4' 13'-9" 13'-9° .024 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" .024 24 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" . 15'-7" 15'-T' 15'-7" 15'-7" 15'-7" 9'-B" 9'-B" 9'-8" 9'-8" 9'-8' 9'-6" 13-7" 13'-7" 13'-7" 13'-7" 13'-T' 13'-T' OFCALt ° 15'-10" 15'-10" 15'-10" 15--10" 15'-10•, 15'-10" 15'-B" 15'-B" 15'-S" 15'-8" 15,-8" 15'-8. 16" 22-1" 12T-1" 22'_1" 22'-1" 22,_1„ 22'-0" 40 16 16'8" 16'-8" 16'8" 16'3" 16'8" 16'-81, 032 16 15'-0" 15'-0" 15'-0" 15'-0" 15,-0" 15'-0" 20 .032 21-1 21'-1" 21'-1" 21'-t" 21'-1" 21'-1" 06-23-16 .042 12'-1" 12'-1' 12'-1" 12'-1" 12'-1" 20 24" 12-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 18-1" 18'-1" 18'-1". 18'-1" 18'-1" 18',-0" 24" 13'3" 13'-8" 13'-6" 13'3" 13'-8" 1l" 12'-3" 12'-3" 12'-3" 12'-3" 24 17'-3" 17'-3" 1T_3" 17'3" 17'-3" 1T-3" < 13'4 13'4" 13--4 13'4" 13'4' 13'-4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 261,3" 26'-B" 26'3" 26'-8" 50 .042 76 15,_U 15-0" 15'-0` 15'-0' 15'-0' 15`-0" 042 i6 t8'-1" i8'_7" i8'-1" i8'-1" 18'-t" 1"0'-1" ,042 16" 25'-6" 25'-6" 25'-6" 25'-0" 25'-6" 25'-6" UUF2i�.LUM 2d„ 10'-3" 10'3" 10'3" 10'-3" 10'-3" 10'3" 24" 15-6 15'-6" 15'-6" 15'-6" 15'-6" 15'-0" 24„ 21-10 21'-10" 1'-10" 21'-10" 21'-10" 21'-9" IAPM00195 11'-2" 11'-2 11'-2" 11'-2" 11'-2" 11'-Z 14'-9" 14'-9" 14'-9' 14'-9" 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20'-10" 2p•-10" 2p'-'10" ° 16" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7- 16" 15'-10" 15'-101, 15'-10" 15'-10" 15-10" 151-1 D" 11'-7" 11'-7" 11'-7" 11'-6" 11'-8" 11'-2° 16'3" 16'-3" 16'-3" 16'-1" 16'-2° 15'-6" AHJAPPROVAL * NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT •024 .024 13'4" 13'4" 13'-4" 13'-2" 13'3" 12'-9" 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED 8'-1" 8'-1" B'-1" 8'-1" 8'-Ili., " 8-1 24" 24"O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. 24' 9'-6" 9'-6" 9'-0" 9'-6' 9'-6" 9'-2" 9'-3" 9'-3" 9'3" 9'-3" 9'-3" 9'3" s 16" 14'-4" 14'4" 14'4" 14'4" 14'-q" 14'4" 16 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 14'-9" 14'-9" 14'-9" 14'-6" 14'- 14'-2° 20-9" 20'-9" 20'-9" 20'-6" 20,_T' 25 .032 25 .032 24" 11'-1" 11'-1" 24" 16'-7" 16'-7" 16'-7" 16'-7" 15-7' 16'-7" I 12'-1" 12'-1" 12'-1" 11'-10" 12'-O" 11'-7" 17'-0" 1T-O" 17'-0" 16'-8' 16'-9" 16'3" ° 16" 17'4" 17'4" 17'4" 17'4" 17'4" 1T4" 24'-6" 24'-6" 24'-6" 24'-0" 24'-6" 24'-0" 16" 25'-1" 25'-1" 25'-1" 25'-1" 26-1" .p42 17'-9" 1T_9" 1T-9" 17'-7" 17'-B" 17'-1" . 13'3" 13'-3" 13'-3" 1T-W 13'-3" 13'3" •042 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 24" 24" 20,-0„ 20,-0„ 20,_6„ 2D�._5,� 20.-0�� 20-6' 14'-7" 14'-7" 14'4' 14'-6" 14'-0' 6 REVISIONS E FOOTNOTE: "SAMPLE" x"a ¢"Ts o<scwnwx FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 0.042" 4STEL JOB 9 115-10T1 g. T P. € 8.0" DATE s6as16 .024" 6.5 .024" 6.5" DRAWN BY AT .032" .032" - .042" .042" cHEcsm cm II I 3 �-30• F—z.o^—� F—z.D'T —I—zp—� MINIMUM FASTENERS a E s * 3"xB"RAFTER *Z"x6.5"RAFTER *DBL.2"x6.5"RAFTERS 1. 6 ALUM.ALLDY3004-H360R ALUM.ALLOY 3DO"36 ALUM.ALLOY 3004-H360R EQUAL OR EQUAL EQUAL C u 5 J 11-1, i EOF 50 SHEETS -—------------------ A c:l CD C:, co RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C to Lo —W Z'X 6 1/2"RAFTER g DBL z'x 6 1/21,RAFTER < cr"�r; la z o z U3 m K w 110 MPH 120 MPH 130 MPH x 0 130 MPH LUSL T' �l 10 MPH 120 MPH LUSL (IN. m - C EXP.B EXP.0 0 U<- ,Z EXP. -ffX—PC EXP.B 0 1 ) I EXP.0 (IN.) wz P.B EXP.0 P.B 91 919.. 01-9.1 91-9. 1W-B" 14'-B" JV -91, - 9-9 9-9 LLI > W-T' 1 W-31", 10.3" 10'-T 10'-V < 0 161, 10'-3" 16" 14'-V 5Z::6: 14'�8" 1,V-6" I'V-6" 0 z p in .024 .024 ll'-2" 11�2" III-T 1 I'-Z' c) - - "6" 7'-6" T-6I' 7'-6" 7'-6" 24" 1 v-1 0. 11-1(). w-10'. 'ri 2W' �lv 8,6- L 12'-6" 12'-6" '12'-6" 12'-6" 12'-6" 12'-6" 18'-7" 18'-7" 18'-7" 18'-7- 18W" IW-7" C\l 2 cq m 16 1W-4" 1&4" 18'-4" 30 .032 IV' -::1�3V 13'-V-13�1` 30 .032 - 16Im3" 15'-3" 21V 10'-2" 10'-2" 10'-Z' IW-2 10'-2" 10'-2" 24.. 15'-3- 15'-3" 15'-3' Er 101-81,11, 5_V ��151 1- 151-1" 15'-1" 15'-1" 10�8!11 10�8! 10-8,-:�lo B 161-0.1 161-0.1 22'-7" 22-7" 22'-7" 22'-7- 2Z-7" 22'-7" Fmssf 16'-0" is" --'21, 2Z-Z- 27-2 16" 151-91, 91. -2�ZZ' --2�Z2--2�ZZ' 15�9" 15"9" 15�9" W-9 .042 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" D42 2,V' JBI-B'p 18'-6" 18'-6" 18--6- 18--s- 011 VAU'IZ-1 0' la-2" is,- - S 885 121-10' 12'-ID' 81 12-10' 17- 8. V-01, — 12'-10" 12'-10" Z-10" 12'-10" 9'-'l T-10" 16, 81-0. -01. 1&" 9. 91-111.1 12'-8" 1Z-8" 1Z-V' .024 --- .024 6--2- 6 Zn -2" -2" 91-1 0" W-101, 91-101, 91-10 91-110, 91-101, 4_::_� _�_ 6' 6' �T_, 2,V' - I�o lo,41 10, 10'-4" 7 , 2,V 7�2" 7-2" kk 1 1-10" 10'-10" 10'-10" 10'-10" 10'-1 16'-4" 16-4- 16.4'- 16!47 -10"0' 16- 1'- '1 .6'��1 -6- il'-W 11'-6-1 11'-V'l 16- 16--1" ��11 IV-1- 06-23-16 40 .032 �8'�-3" W-39, 8'-3" 8'-3" 8'-3" W-T 40 .032 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 24" 24" 9. -2"" 2" -Z' 13'-z 13'-2. 9'-4" V-44- 914, 914. " 914" 13 13' 13' 13�Z' Im" 191-9p" 4 2" IT-2" 13'-2" 13'-2" 191-91, 191-91, 19-9" 1611 2�3:'-Z' 13-'-2" IT- 16", IVA" 19'W -4" 19'4' 19W DURALUM 9'-9" -4" 9'-9" "-9" 1 OL3' E76 F1'-W W�� 6"T-l" 2_ iv-V .042 -:,3'-g IT-91 13L9 13'-9" IT-9 'IT-9' Q42 — 19' 19' 101-91, 101-91, 101-9" 101-91, 101-9" 10. 16,21, 16'-2" 16'-2" 16'-2- 16'-2" 16LZ" IAPIVIO 0195 -9 24" 24- i5--�lv -151-1 ol 151-10' 151-10' 151-10' 15'-10 1 V-3" 1 1-W��W-T - 1 l-3" 11L3' 11--T 101-101, 101-101, 01-10" 101-10" 101-101, 101-1 16" T-311 7'-3" T-T 7'-3" T-Y 7'-3" 16" 11 IV-4 AKJMPROVAL �6 2- �2 W-T 8 ZI .024 1 1W I l'-4 1 VA 11 "' " 4�` '4' .024 5'-2" 5'-2" 5'-2" 5'-2" 5'-2 5'-2" 8'-3" 8'-3" 8'-3- 8'-3" 8'-3" 8'-3" V 24" 24" —�94' 9'-4- 94 g-W' 94' 9 _W 5,9. -- 91-91. 91-9. 91-91, 91-9.. 91-91. V-91. 14-8 14'-B' 14'-B" 14'-B" 14'-B" 14 16- 16. ---1�W-��146' �14W W- 3. ��--::-I'U3' 10'4' 10'-3" 10-3 50 .032 --- .032 — 1 l'-Y Il'-3- il� r-o- 7'-0" 7--0" 7--0" T-O" 7'-0" 11-3" 1 V-3" 2,V' 2411 Iv-1 11,-10, -1 v-1 o"I ---B�4 -18�4 ---8 4 ----8-�4 8'-4" 1. 1T-9" 17'-9" 17'-9" 17'-9" 17'-9" 16" 17'-B" 1 r-BW" 17'-6" ITS" 17LB" 1 0 V7 0" _8' 9 12'-6" j12'- 102-6 12 6" 12'_6' 042 --- 13'-7" 13'-7" 13'-7" 13--7- 9,_D, 13'-7" 13'-7" 24" 9, 24 1W-3- 14 042 9I_ 6 0._2"' jD-26 14-Y-- REVISIONS FOOTNOTE: "SAMPLE" FIGUREINDICATES ATTACHED FIGURE INDICATES FREESTANDING IFWl I DATE 7 0.024!' 0.024! 6.5* 0.032'—' DRAWN By AT r- 0.03 0.042" 0.04e MKKED Gm RAFTER SPANS FOR OPEN LATTICE 2"X6.5"RAFTER DBL.25c6.5" RAFTERS COMMERCIAL& PATIOS ALUM.ALLOY�-MB ALUM.ALLOY 3004-H38 OR OR EQUAL EQUAL A B C D E F G H J HEADER BEAM TYPES e CD 1.52° GUTTER p p CD 1 EXT.cuP 0.375 t° NC4 CD 1.79" l W M mm SPLICE I ~ Q ai ERE T=12 GA. INSERT T=0.45' c;; SPLICE OCCURS�I ASTM A653 SS WHERE ALLOY ,`:,' 0J7 U WHERE GRADE SO G60� 3.0" OCCURS 6W}'16 ° ^III II - O X SPLICE OCCURS p aLfi.5' 2.57' MERE 032" of W 0.73" occuzs 4.0° 4.6' ALM 6.656 7.0 W j II 0.070' 0.110° [) Z o 0.075" II 3.0" fO.065" TYp, Q T11'. II II TYR TYP• . o036' 2.04"z 2. 8° I I o oLLJJ 3"SQ.x0.032"ALUM. BEAM 0.375 ® c�___ J W/ 12 GA. STL."U" CHANNEL 2.93 3.0° 3.0" .Do" E ASTM A653 SS GRADE 50 G60 6.5" ROLLFORM �-q,0.. ��UTTER FASCIA MAG BEAM 4" I-B M ��.5" MAG GUTTER ~ ALUM.ALLOY B ALUM.ALLOY C ALU .ALLOY ALUM.ALLOY F 7" I-BEAM �OFESSIgya 3004-H36 6063-T6 063-T6 6063-T6 25 ALUM.ALLOY 6063-T6Oea G W/ 1 "C" INSERT 3 ALUM.ALLOY 6063-T6 S 5885 P i4GA. H W/(2 "C" INSERTS * " - - 7.875' ASTM ALUM.ALUM.ALLOY 6063-T6 A653 SS GRADE 5O OF �L\E� G60 NOTE: 0.032" WHERE'C'INSERT OCCURS AS SHOWN IN TYP B.0„ B•0" SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16 0.0 0.042° FULL LENGTH OF THE 7"I-BEAM. q TYP. 0,625" I I 2.0 I NOTE: DURALUM MAXYVT I- EACH HEADER BEAMTOP AND 2.0° 30 "---iii 2.B75° BOTTOM FLANGES SHALL BE CUTAT IAPMO 0195 (-I )DBL. 2"x6.5"X0.042" 3"x8"X0.042" BEAM EACH MOREINTERIOR COLUMN OCCUR.WHERE RE3 O NOT 1 ALUM.ALLOY3004-H36 �� ,��¢,0" M W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. OR EQUAL 3'0 3.0' MAX 3.0" ASTM A653 GRADE 50 G60 AHJ APPROVAL DBL. 2"x6.5'0.032" �� 3'W'W.042" BEAM (T) DBL. 3x8"x0.042" BEAM 3"x8"x0.042" BEAM s �ALUM.ALLOY 3004-H36 IA ALUM.ALLOY 30D4-H36 �ALUM.ALLOY 3D04-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE 72 AND 14 GA STEEL INSERTS - OCCUR AS SHOWN IN THE SPAN TABLES, 1 THEY SHALL BE INSTALLED THE FULL LENGTH I OF THE 3"x8"BEAM. a T=12 OR L ASTM COLUMN / POST TYPES A653 SS a B GRADE 50 G60 B.O° G =3"SQ.xi=0.186" .042" REVISIONS B F cf TYR H =3"SQ.xt=0.250" 0.032' OA32' D.Ga2 I =3"SQ.xt=0.313' - LASTIC j =4"SQ.xt=0.188" -i100" PLUGS gsTEL JOB 1s1w1 z 3.0" MAX. 3.0"--i I r 6.5' K =4"SQ.xt=0.250" j¢ 040' ALUM. i DBL. 3'W'W.042" BEAM oaB STEEL 910 ' 0 DAB D6},B W/ DBL. 14 GA. STL. INSERT 310. 3.0' a 24 D. • Dm"BY AT EA. SIDE ALUM.ALLOY STL. I D3z, I •28f� I OR CHECKED cm q OR EQUAL ALUM. 0.075" 3.D OR DBL. 3 W'W.042" BEAM + J I--z.o" -J�3.o'�2.0"-J a.D" W/ DBL. 12 GA. STL. INSERT 1--3.o'--I ��- 3•o°-I ! - t I HEADER BEAM TYPES, P ALUM.ALLOY 3004-H36 �3'SQ. ALUM POST 3" SQ. ALUM. POST V COLUMN /POST TYPES e OR EQUAL ALUM.ALLOY 3D04-H36 �' ALUM.ALLOY 3004-H36 3" SQ. ALUM. POST --3.0" f �1 WITH SIDEPLATES MAG POST 3. T E NOTE:WHERE 12 AN014 GA.STEEL INSERTS OCCUR AS HEIGHT LIMITED TO 3"SQ. STEEL POST L' E SQ. STEEL POST ^ 1 1 , SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 10'•0"MAXIMUM. r ALUM.ALLOY 3004-H36 ALUM.ALLOY `- u 7 S THE FULL LENGTH OF THE 3"xB"BEAM. ASTM A653 GRADE 50 CP60 OR EQUAL 6063-TS ASTM A500 GRADE B J n / A 8 O O E F G H I J rR p CD EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS N N o }� NOTE:WHERE COVER CONSTRUCTIONINCLUDES DESIGN (E)WALL COVER - I S11W STEEL NOTE. BRACKET CAN BE r W p m A34 FRAMING ANGLE DETAIL A OR B,SITE-SPECIFIC ENGINEERING IS LOAOS OPENING PROJEC➢ON g� 0 114"0 HOLES.TYP. LOCATED ANYWHERE DN EAVE 6t 1- pJ SEE TABLE �'" REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 102O Psf >B' >18' 0 NOTE PROVIDE F (n STUD WALL FRAMING WHERE ONE OR MORE OF THE 0 TYP.BRACKET FROTEC noN.l D FLASHING Iv x FASTENERS,SEE TABLE 3 AT EVERY 2x CAUCKJOINTS ANO SLOPE FOLLOWING CONDITIONS OCCUR: 30,40860 psf >6' >14' h R.F.OR EXT.HANGER 8' a TO DRAIN(OPTIONAL) CHANNEL,2X OR 3X EXISTING EAVE ALLOWABLE PROD.TO BEAM LLJ — OVERHANG SEETABLEI (,) cD RAFTER BRACKET LEDGER OR WALL HANGER 24" ) Z L WITH FASTENERS 1IM' ( as oaaatFDDER c) p r PER TABLES 3&4co Lci Z ALUM. PANEL 2X OR EXIST.RAFTERS AT �_ 2z WOOO STUD OR RAFTER C� c 3x ALUM.RAFTER 24"O.C.AT ROOF P MIN. CONCRETE WALL `Q co M (3)#14a3112"W- CIO EXIST.FASCIABOARD OVERHANG 3 ALLOWABLEPROJ. EXISTINGEAV ZX FULL DEPTH CIO WOOD SCAB, V MUL TO BEAM OVERHANG WHERE OCCURS, T— NOTE- PLACE 'SIKA FLEX' OR SIMILAR NOTE BRACKET MAY BE SEE TABLET (24"MAX.) SEE TABLE MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER COMP. SHINGLE ROOFING TO PROVIDE AL WlSAMECONNECTIONS. �pFESS)Dy4 EAVE CONNECTION WALL CONNECTION A B ALTERNATE EAVE CONNECTION F L EXISTING ROOF OVERHANG DESIGN LRLL NOTE: RA TERS),NOMINAL MINANOMINAL LUMBER SIZE 2'MIN (ATIMUM RAFTERS) (; THIS _q "^3• RDL = 3 psf OON) TO B psf (MAX) RLL = 20, 25, MINIMUMRAFTERS),FILLED L2'k8"(AT'xg'AL ALUMINUM SECTIONS. WITH IT DETAIL IS MAXIMUM DESIGN INSTAILATIONS S 5885 3 38, XI 150 psf OR KILN-DRY W000.FILLED 2'x6J4.OR 3'x8'ALUMINUM SECTIONS. WD'HA10 psf MAXIMUM DEHIGN LOAD: Z EXISTING RAFTER ALLOVAHLE BENDING STRESS IS TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED * . INTO CONCRETE WALLS OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS � �L1F EXISTING MAXIMUM PROJECTION FRAMING MEMBER (A) - SIMPSDN A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBERANDTYPE COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16 LLISL OVERHANG 110, B 110,C 120,B 120,C 130, B 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL r 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 SS AT 4�8' D.C. Ca,b)G-BOLT 2 c 2"x 4"FULL 26'-0" 26-0" 26'-0" 25'-2" 25'-4" 20'-7' <s I— WIND SPEED WIND SPEED WIND SPEED VVIND SPEED WND SPEED WIND SPEED 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" ❑ (EXP.B&C) (EXP.8&C) (EXP.B&C) (EXP.B&C) (EXP.B 8 C) (IXP.B&C) ' 0 SIMPSDN STRONG-BOLT 2 DURALUM 10 2"x6"FULL OR 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" 26'-0" r 110 120 130 110 12D 13D 110, 120 130 110 120 130 110 120 .130 110 12D 130 20 SS AT 48' D.C. (a,b) IAPMO 0195 2"x8' NOTCHED " 2"x8"FULL OR 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) y�' 0 SIMPSDN STRONG-BOLT 2 2"X10"NOTCHED 26-D" 26'-0" 2fi'-0" 26'-0' 26'-0" 26'-0" 25 ss AT 48' D.C. (a,b) 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) AHJAPPROVAL 2"X 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'4' 20'-7" 7,. (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) I (A) (A) (A) (A) (B) (B) (B) 30 yfi• 0 SI14PSON STRONG-BOLT 2 2"X 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'.0" 26'-0" 26'-0" SS AT 36. O.C. (a,b) 2"x6��FULL OR _8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) s 20 2'kB NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 91 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) y�• 0 SIMPSDN STRONG-BOLT 2 2"x6"FULL OR 26'-0" 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) aB (B) (8) (B) (B) (B) (B) 40SS A7 36. O.C. <n,b) 2'k10"NOTCHED 2"x4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-0" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (8) (B) (B) (B) (B) (B) (B) (B) (B) W 0 SIMPSDN STRONG-BOLT 2 I 2"x6"NOTCHED 26'-0" 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" 2 ( ) ( ) (A) (A) (A) (A) (B) (8) (B) (B) (B) (B) (B) (B) (B) (B) (B) S0 SS A7 24' O.C. (a,b) is 1 25 2"x6"FULL OR 26'-0' 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 C TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER 2'x8"NOTCHED AND ROOF PANEL RAIL TO FASCIA FOOTNOTES TO TABLES 3&4: s 2"x8"FULL OR OR LEDGER TO EXISTING WOOD STUD WALL FRAMING a. EMBED ANCHOR 3' MINIMUM s 2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2"x4"FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS INTO CONCRETE WALL AND REv�wN (D) - W DIAMETER LAG SCREW ! 2"x 6"NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - INSTALL IN ACCORDANCE _ ! 2'k6"FULL OR (E) - �'4 DIAMETER LAG SCREW WITH ESR-3037 30 2'k8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-D" 26'-0" 26'-0" Y b, USE 3' SQ,xI/4' STAINLESS 1 2'k8"FULL OR 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. STEEL WASHER WHEN 26'-D" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" FF- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED zi 2'k1o"NOTCHED INSTALLING NEW WOOD 2"x 4"FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" mg (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) LEDGER AGAINST EXISTING as1ELJofit 1S1m1 ! 2"x6"NOTCHED 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" ~ 110 120 130 110 120 130 110 [120 13D 110 12D 130 110 120 130 110 12D13DCONCRETE WALL. 40 2"x6„FULL OR 1s's" 1s'-s" 1s'S" 1s's" 1s's" 1s'-s^ 5' (C) (C) (c) (C) (C) (C) (C) (C) (C) (c) (c) (D) (D) (D) (D) (D) (D) c, WHERE ROOF PANEL RAIL ° EO6T},B 2"x8 NOTCHED 6' (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) ❑CCURS, USE ' DIAMETER °R^Y+"�' Ar z"x8"FULL OR LAG SCREW IN LIEU ❑F (2) CHECKED GM a 2x10"NOTCHED 26-0" 28'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 1�4 DIAMETER LAG SCREWS, 2"x4"FULL 8'-11" B'-1V8'-11" B'-11" 6'-11" B'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)2"x6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) EXISTING EAVE CONNECTION DETAILS i 50 2"8"NOTCHED 15'-3" 15'-3" 15'-3" 16-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) I e 11' (C] (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (� (E) (E) (E) 2"x8"FULL OR 2D,,-9„ 2D,_9„ z0,_9„ 20,_8" 20'_9„ 20,_9„ ; 2"x10"NOTCHED 12 (C) (C) (C) (D) (D) (D) (D) (D) (D) (0) (D] (D) (E) (E) (E) (E) (E) (E) C u Q J n (� � 8 OF M SHEETS _-- ' --- � / � HANGER CHANNELS AND MOUNTING BRACKETS CN FASTENERS U) .075 ^ .05' 2 5740." IF21H q CD c� .281" A�L Lo CONTINUOUS A-R,I,11- co (MERE OCCURS) CD0 FASTENERS to 0 ROLL FORMED EXTRUDED HANGER/ CONNECTION I.R. HANGER "H" BRACKET S5885 HANGER ` MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. 109 L.L=(2)#14 SMS EA.SIDE OF CNO� OCCUR DIRECTLY OVER 5/8"0 PLASTIC NOTE:THIS CONSTRUCTION IS LIMITED TO 30 pSf 3 PER SIDE — @ 2-POST UNITS SCREW IS INSIDE RAFTEF [2, 4 ALTERNATE TO LU EXISTING WOOD STUD FRAMING SEE NOTES— NOTES (E)STUCCO BELOW 6 1/2"SIDEPLATE EA. EA 5 2 X- (E) STUCC Yx8"ALUM. 2 AEACH 1/4"0 x 3-1/2"LAG SCREWS L.L.=10 psf SIDE SEE POST SCHEID. NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. t THREADED PORTION OF SHANK COMPLETE NOTE:USE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 a PENEWTION BRACKET 2 EACH 5/8"0 x 3-11Z'LAG SCREWS LL=40 and 50 psf TOP,MID HEIGHT ST BETWEEN SIDE PLATES PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEETABLE 3 SHEET S. HEADER BRACKET 2 RAFTER TO STUD WAL . CONNECTION BEAM TO POST CONNECTION C8) -07 WE- 1 11Z'OR2"LATTICE #8 S.M.S. #8 S.M.S.EACH SIDE ALUMINUM MEMBER WITH ALTERNATE 11Z' DOUBLE RAFTER- EXISTING DBL, 3'xS'xD.042 BEAM LATTICE 1 1/Z'OR 2" SHEATHING WOOD FILL OR BOLT CONNECTIO PLAN 2 NOMINAL LEDGER DR DBL. 2'x6.5'xO.032'/0.042' 4414 SM.S.EACH SEE NOTE,DETAIL B. RAFTER TO COL. on ALTERNATE:1/2"BOLT DATE 05.�16 1. � " RA ALTE / FASTNERS,SEE TABLE 3. AT *7 E (2)-#14 S.M.S.EACH RAFTER HOLES INSTALL 6 #14 CHECKED GM TO COLUMN CONNECTION 3"X3"STl-..POST(24' ALTERNATE: 3' SO. POST LONG SDS R. EACH I HEAD INSERT ATTACHED OR (2Y2X65'OR ALTERNATE: HEADER TO ELS AND LT Yx YSTLYOST COLUMN (2�YxV'HEADER 'x8-'HEADER EXISTING COLUMN 1-STUCCO OR EQUAL (12 FASTENERS MOUNTING BRACKETS 2"X 6.5"SIDEPLATE CONNECTOR " U /�`\ | /'c� | EXIST. STUCCO/ LEDGER ( H ) | ~`---- HEADER v�� ^° �� 1� U DBLRAFTER/ DBLHEADER C0NN. \4 / | STUB COLUK�NTO DOUBLE HEADER CONN. \ n/ | ATTACHMENT DETAIL \�/ | COLUMN DETAIL �/ Y | ,,'~'~"` |' A 3 C o D E F G H J G N COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS CD 1�r N N o w rn co ~ ¢ v AUNT u) O Va- u w > - TABLE 1 TABLE 2ul ATTACHED ONLY ATTACHED AND ul o STEEL POST ONLY: v N U) C7 'r BRACKET 03"SQ.POST ' FOOTING &ANCHOR BOLTS FREESTANDING 1 USE POST TYPE WI(4}i)14 SMS EA SIDE OF POST ALTERNATE FTG. i F.G,H,I,J OR K OR if2"M.B.THROUGH POST ALLIM."PBRACKET USE WITH POST POST TYPE B,C,D,OR E. SINGLE POSTS CUSESRP SD.1r DEEP 'CUSEFIG. I POST FOOTING SIZE EMBED. I I STEEL.•P BRACKET OR B'SQ. BOLTS 1B' is'SO. 12" 12 DEPTH OF I BASE PLATE USE WITH 17•-22•CUBED(/) f4-3IB•G 17I8• 20" 21"SQ. 12" FOOTING OR I ' I-•.y7 POST TYPE B,C,D,E,F,G;H,J OR K. 12'MIN. (2)-3I8'9 STRONG-BOLT 258 SEE TABLE 1 23.824"cuBEo(1) (Z}1/'G 31fa• �• "sQ' 1B' aI... 1 EA BRACKET TO SLAB. 24" 28`SQ. 20" e I w 5 min ' � mS5 DISTANCE TO S-3CUBD2) (412 3114 B' 885 EDGE OF SLAB. . y^' 33"MINIMUM DISTANCE FROM 28` 35`SO. 26' ~ SLAB CRACK TO COLUMN. d 3r-34•cuOED(2) (4)S V 4' 28' rWiJ (iy4"MIN.EMBEDMENT) 30" 39•SO. •" D. - D G 36'-39'CUBED('G) (4)N4'G a31a' 3T 43'60. 3G" (1}712"0M.8. LONG,V SLAB SHALL BE IN a POURED CONCRETE 34' 4T SQ. 3Y FROM END '��••"•• Il' OF CA1-(F& FOOTING SEE TABLES 4D•-42•CUBED(2) (4)•mM 43N' 36• 51"SQ. 34' m GOOD CONDITION OF POST Z FOR SIZE NOTE: BOLTS SHALL BE SIMPSON STRONGBOLT 2 SS 38' 55"SQ. 37' POURED 06-23-16 311T MIN. SEE FOOTING (ICC-ESESR-3037) 40• 39" CONCRETE SQUARE,SEE FTG. IN BEAM SPAN TABLE 1)MAY USE EITRER STEELT BRACKET OR 6o'BQ. FOOTING SPAN TABLESULE IN BEAM ALTERNATE FREESTANOING BASE PLATE 42' 64'so. 41" SPAN TABLES EXISTING SLAB POSTS TO CONC.FOOTING 2)REQUL4sus=_OF.LTERNATEr EESTANDING 44 68 sQ. 4a• SQUARE POST EMBED. DURALUM O ATTACHED COVERS ONLY O ATTACHED COVERS ONLY BASED ATE. cuBEFoonNGv43tasAB 9 INTO FOOTING IAPMO 0195 AH,APP�1'AL (3)-3/4"0 BOLTS OR 50, FOR POST TYPE F,G,H,I,J&K INSERT s I 4 5" 1 16" x 0.188" I ASTM A500 45" GRADES STEEL I T.O.C. a (4)-SS316 314"0 STRONG-BOLT 2 SS 0 STEEL PER ICGES ESR-3037 (4 3X'EMBEDMENT DEPTH) ALUM.ALLOY 3.00"OR z_o" REVI3I°N6 1__ 6063-T6 2.40" � r 1 1.375" q7/16"O HOLE INSERT TO FOR 3/8"MB .56" 2 FLANGES BASE PLATE 3/15" 0 21/8"APART 75" ASTM A500 GRADE B z 5" POST - O INSTALL lN'x 1y2"x YB"HDG 1.125" ; WASHERPLATEAT ANCHORS 451ELJDBS t�tBrt f o .75" .75" BASE FLARES INSERT ( 1 DATE zits 157" TO 3"WIDE EA '-- --3 1.601, TYP SIDE OF FLANGES 9"SQ.X 5/8"THK oRAwxfir AT •1,5 1.75" FOR 3"POST, THK.BASE PLATE 090"TYP. USE FOR 3"OR 4" �� (ASTM A500 GRADE B STEEL) INSTALL 1y"x 1y2"x Y"HD G STEEL POSTS 5.50" 4"WIDE FOR 4' POST 1 ya' 6 v 1)8' � 0 °M WASHER PLATE AT ANCHORS q 1-7/16"0 HOLE Ie FOR 130 MPH Ck2-5/16"0 HOLES &23/8"HOLES COLUMN/POST SURFACE NOTE:CONCRETE SLAB ANCHORS SHALL BE TYP.EA_SIDE WELDED STEEL BASE PLATE 1 D MOUNT AND FOOTING 1 �"DIAMETER SIMPSON STRONG-BOLT 2 SS NOTE CONCRETE ANCHORS ARE SHOWN IN TABLE 1. B EMBEDMENT DETAILS (ICC-ESESR-3037) ALTERNATE FREESTANDING 15 ALUM "T" BRACKET O STEEL "T' BRACKET OD BASE PLATE ANCHOR Jn H . 10 1BOFOGNEM A a C D E IF H I 1 L p LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS W N N o /BEAM SPLICE TO 1_ Q m , OCCUR DIRECTLY OVER 5I6"0 PLASTIC C) I POST.NOT PERMITTED PLUG WHERE @ 2-POST UNITS @ 6 SCREWS I SCREW IS INSIDE � 0 Q PER SIDE I I', w W u- .5^ 914 SMS MAY BEUSEAS W U 55 3.5" ALTERNATE TO Q Z 1n IX'0 BOLTS o O 5" 3.5" M U) Itj B"BEAM N c 5 5' Cn 2"X6.5"X0.032" SIDE PLATES ❑� OR z ,d. m� 110 MPH 120 MPH 130 MPH SEE NOTES BELOW I I 6112"SIDEPLATE EA. EXP. II EXP. EXP, H EXP. EXP. II EXP. C I SIDE SEE POST SCHED. 5' 2 2 2 3 3 3 414 SMS EA.SIDE TOP,MID HEIGHT �,DFESSIgyq� 6' 2 3 3 3 3 4 AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES 7' 2 3 3 4 3 4 POST SCHEDULE ' 8' 3 3 3 4 4 5 3"SQ.x.032"+(2)-2"x 6 1/2"x 0.032" 3"SQ.x.032"+(2)-2"x 6 1/2"x 0.042" S 5885 W/(6)-#14 S.M.S.EACH SIDE. Ifl W/(B)-#14 S.M.S. EACH SIDE. 9' 3 4 4 4 4 5 USE ON CONC.SLAB ONLY USE ON CONC.SLAB OR FOOTING. * 10, 3 4 4 5 5 6 BEAM TO POST CONNECTION 21 .OF cgl.tEd' . 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 06-23-16 COLUMNS(SHOWN AT LEFT)ARE NOT SPECIFIED 13' 4 5 5 6 6 7 ' 2"X6.5"X0.042" SIDE PLATES cE) STRUCTURE DURALUM 5 110 MPH 120 MPH 130 MPH IAPMO 0195 EXP. H EXP. EXP. H EXP. EXP. B EXP, C LU N 1 3'k 'x0. 2"V /(2)2"x6 5"x0 42" ID P ES. 5' 2 2 2 2 2 3 - SE AN AHJ APPROVAL 6' 2 2 2 3 3 3 ROLL-FORMED OR C LU N 2 PE SPAN TABLE INSULATED ROOF PANEL �. 7' 2 3 3 3 3 4 I TERLOCKING SEAMS, TYP. O� O 8' 2 3 3 4 3 4 G 0 PRaE ON, P 9' 3 3 3 4 4 5 c0 10' 3 4 4 4 4 5 LFpRNF N 1 O t g 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 6 5 7 s ROOF PANEL ATFACHMENT - ' NOTE:1.MINIMUM NUMBER E REQUIRED TYPE 0 COLUMNS _ REVISIONS AS SHOWN ON SHEET 7.SEE SHEET 7FOR POST TYPES. LENGTH L xNu wrt oFscA@�ox ROOF PLAN e FASTENERS, #14 SMS a 32. 6C. g SEE FASTENERS, 4 4 MIN. PER EACH JOINT €g #14 SMS a 32' O.C. MAX. 45�Io0/ 1Ftmt WALL ROLL-FORME➢14 HIM. PER PANEL INTERLOCK) 7 HANGER OR 1RP pgTE 06ZL16 ' DRAWN BY AT CHECKED GM PANEL ALUMINUM ALUMINUM SKINS IRP LATERAL FORCE i TOP s s➢rr. 0.024 RESISTING SYSTEM SET�ET'4 MIN. NUMBER OF g ROOF HANGER ROLL-FORMED PANEL INSULATED ROOF PANEL E \) INTERLOCKING SEAM INTERLOCKING JOINT REQ. COLUMNS j a 1 [- SH - 11 it O W SHEETS E P ° Gw AB ° BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13SPLICE DETAILS 11 OPTIONAL DECORATIVEFASCIA FULLMOMENT (WOOD,ALUM.ORHAROORD)B 24.1'1. 8' '1" 8' 1"13" 1' 13" .5' p-10SIA.S.9_D EA (12)-C14x12-S.WS.EACH SIDE OF 3• LU U_ VALLEY.TYP. so.POST(B-TOTAL) D.J — _ ALTERNATE 114.9 BOLT WI WASHER /E0.510E OF]•SO.POST ¢ Z CD z1D S.M.S. iI T24 TYP. TS.M.S. II _ III// 0 (B TOT. (24 TOT HICKNI_RSS=.035" ! TYP. THICHNESS=.D35 s.3e• O Ln O II O —__ O O rn w 5 I O 2 ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 I +v OR 6063-T5 FOR EXTRUDED I L_ OR 6063-TS FOR EXTRUDED 3•SQ.Posr NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR I 2.3r AT ANY LOCATION EXCEPT AT END BAYS NOTCH DEDT CLEAR OQ�pFE6SIDyq� IN ALTERNATE INTERIOR BAYS I-BEAM ALUM ALLOY ASN OST,COOCLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I-BEA ALUMRNATE I I SO.POST,CONNECTWEB �K STL.C-BEAM TO POST WI(2)-5/8"0 • 14x 11 S.M.S.EACH SIDE OF 3• NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. THRU-BOLTS @ 4"1-BEAM. sD.P0.ST(LToi0.L1 TOTAL=(B}t/2"0 BOLTS AND(3)-51W 0 THRU BOLTS ALTERNATE:1l4.0 O S WI WASHER ,� SO POST EA SIDE OF 3"SO.POST w 55885 3• 7-]-BEAMS � 1 1.0 �IITTER FASCIA 'k 3 1 �, ° O R1 3'SO.POST LMAD BEAM O OR 0' 3•SO.STL BEAM 2.00° OF CAL1F� SPUCEWHERE 4" RAFTER "TAIL" TO GUTTER 15 CCCUR3 070' ° ° H - BRACKET TO POST 14 06-23-16 TYP. NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf LEI 3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS 3"SQ.STEEL OR DURALUM ALUM.6 6}T60Y 16" 1" MAG BEAM. "L" FASTENERS IAPMO 0195 4"I-BEAM 3 0. 1'-D" 4-#14 SIDS MOMENT C-SPLICE - 2'-0" 6-#145DS FASTENER TO FASCIA-SEE TABLE 7NOTFE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. 3'-0" ' 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE AHI APPROVAL 4' --I FASTENER SPACING=314" OPTIONAL LATTICE TUBES ATOVERHANG . 5.25, C14 x 1/2"S.M.S.TOP 0 o ° (6)-#14 SIDS @ EA.SIDE a BOTT.(2)-Tor. - 5 TOP�BOTT.TOT=24 0! 1 OO CE FASTENER 6112" {� 4, ' _ROOF PANEL OG GROUP71^ ROLMFORMEDOR 00TYP_ EXTRUDEOGILITTER ALUM.BRACKETX O #ta S.M.S. 3"X 3"ALUM.OR FASCIA STEEL POST s t1z^xz'x.Dza "L"SEE TABLE ALUM.ALLOY 16 1" RAFTER REVISIONS I 6063-T6 3�—� „Ayc N,1E o¢scruvnox 6 7^ I-BEAM MOMENTC-SPLICE 16 "U" BRACKET - RAFTER TO BEAM 17 1 %Z' SO. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE Pz LATTICE TUBE TO RAFTER 3.125"FOR 3 x RAFTER 2.125"FOR 2 x RAFTER i 4STELJ03: t610i1 1 112"SO.,2 SO., t=.040"@ 6063-T6 x OR 2"x3"LATTICE DATE Obz}16 ALUM.ALLOY 3105-H25 ALUM.ALLOY 3105-H25 @ 3"O.C.MIN. 1 1l2 #B x 2 3 112 2 t12" UP TO 6"O.C.MAX. 1 ORSMS. TYP. DMwN BY AT i 1.50' 1.50' GM ,28"� — — — — — (6)-"14x 3/o'TEK SCREWS ! CHECKED 28"� 2" 1I 211 3' _ — — —— — BRACKET TO RAFTER 0 MIN. BEAM TO POST& z I � o ' 1 I+ " 1 1 018" RAFTER ° _ LATTICE TUBE TO 018 � RAFTER CONNECTION 5 =° DETAILS I 2.75D SH - 12 (6) TiBRACKET SCREAM s B 120E 508HEET5 c ....... .-.. ... . ..- -. I , F 0 N l O R E y N Ad- L N N o W m m HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS o - Q W� W L� PROJECTION TRIBUTARY WIDTH TABLE CLEAR SPAN Q o O.H. O O CLEAR SPAN (FT.) 2G 21 co m 9 10 11 12 73 t4 15 t6 17 t6 19 d- 3 4 5 5 B 8 7 7 8 8 g 9 10 10 11 TRIBUTARY= h G rn 3 4 TRIBUTARY t125PAN+ .H D . T T 8 8 g 9 10 10 11 11 12 WIDTH 1, 4 5 5 6 6 NP � �. 9 1p 10 11 11 12 12 QRpFES514yy( 8 6 7 7 8 8 9 2' S 10 11 11 12 12 NP �vOO T T 8 3' 11 11 12 12 NP NP NP NP NP =N g g 10 10 'y NOTE:TRIBUTARY ON MULTIPLE SPANS IS ,5? O S 5885 4' - - NP NP NP NP NP EQUAL TO CENTER SPAN TO CENTER SPAN ,ya 11 11 12 12 NP NP _ 5' 3 NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED OF CAL\F� 06-23-16 DURALUM IAPMO 0195 AN)APPROVAL I 5 3 FAN BEAM REVISIONS g wvn are rAscvrtoH � 5 pn 0"MAX SPAN) AN BEAM z 2° FAN BEAM J f 2 1/2 1S1071 2HEADER 2 1/27 n SM Jae. T=.075' O oA>•e °�'�s Z TYP. NA �—#12 S.D.S.SCREW AT oRAvm ev w #14 x 3 1/2"S.D.S.SCREW AT HANGER CHANNEL GM AT BEAM GHEONE FAN BEAM ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL s ALUM.ALLOY 6063-T6 HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH---�13 I � G H E F ly O A 3 C D � (v ATTACHED&FREESTANDING SOLID COVERS I o n H CID m BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C (, a A 6.5"ROLLFORM c U rn !! O O Q 1.52" 61 GVRER Y ATTq CHED SOLID FREESTANDING SOLID Ki III W 7 u,Ta CUP 6'2 MAX.COL. rr. Mpx.POST FTG. MIN. MAX.POST FTG. MIN. jo U Z O SPUCE ON SLAB K3 S`SPCI�NG (IIN,) POST SPACING N. POST m`S Q TYPE (SPAN) It) TYPE r O U Lo occuRs (2). M U7 Ly j SPUCE ABTM A6536S 16 1t'_g" 26 /� 5r O U_ O 2.57" sRICE CCCMs.ME1 GRADE SO G80 3.0" 11 g" lj (p 111 B t t'-4" 28 c+� I 4.6 5' 03Y «ERE I 4.0 .032" 18 10,_g„ 26 O1j o.D7o" 0,065' ALUM. t D•_g,• B t o•_4„ 27 G 6' ` rn 2 0.075• 11 3.0 TIP. 2.D4" I IYP. II I r 10•_0•• 19 p„ .036' 2.08" TYP. I L_--_--_-J F---3.0 I g'_g" 7' 10,_p„ 21 B g,_B" 27 ` 3"SQ.x0.D32'ALUM.BEAM J 8'-6" 8' g•�•,9'-0" t 22 B 9 49'-1" 226 G 8 opeDFEg51gyg2 .Do^ z.93" 3'0" 3.0•, W/12 GA.STL."U"CHANNEL 2D B'-1o" 27. MAG BEAM 4"1-BEAM D 4.5 MAG GUTTER E (n 8'-10" 6.$� G` ALUM.ALLOY AGTM A653 SS 8-10 22 S5885 A R�OLLFURM B ALUM.ALLOY 6063T6 GRADE 50 GBO U.., g,6•• 2p B $'-6" 27 G 1D' w ALUM.ALLOY ALUM.ALLOY 6063T6 `^ 6063T6 6063T6 vJ27 1 3 8•_1•• 21 g•_i•• 27 G 11' * - O 8-1 2 C 7•_g•• 28 �i T-6" 28 OF CAL 512 21- _B' 12' F� rx.1W 24 0.3 s.ME u�M .ME �oY 06-23-16 CCLURS e.o" 6.5" 0.042' r ATTACHED SOLID FREESTANDING SOLID 6.656" 7.0 5.5" .032' m 0.110' .042" TYP• = MAX.COL. 4Q MAX.POST FIG. MIN. MAx.POST FTG. MIN. jo 7yp TrP. ON SPACING CE SPACING (IN.) POST SPACING IN.) POST m5� .375" R).(3) 1-91 1 0} rPE PA IN) IN. TYPE 9 DURALUM 4 I IIII � it'_g•' is tr-s" 28 G s' IAPM00195 I a.o" I I 4--2.0•T4 . I I C 13' 7" 5' 1t'7" 21 B 1.75" I-Z.0"� -4-2.0"--I IAAI( F--3.0'-I N 10,_g•, t9 10,_g„ 27 G 6, q 0" 3"x8"x0.042"BEAM 'r 11 6' 1 p'_7„ 22 B 10'_0" 2g AW APPROVAL DBL.2"X6.5"x0.042" J DBL.2"x6.5"x0.032" 7' ALUM.ALLOY 3004H36 10._0.• 2D B 10,-p9 3 2Zg G 7"I-BEAM I ALUM.ALLOY 3004H36 ALUId.ALLOY 3004-H36 K OR EQUAL I 9-8 71 9-t0 22 F ALUM.ALLOY OR EQUAL OR EQUAL B' 9•�„ 20 B 9'-4"8 8„ 227 G 8 J g,_g•• g•_2�, 23 6063Ts 8'-10" 21 8'-10" 27 G 9' Wl(1)"C"INSERT . p5" 7'-T' 9' B 8'-2" 28 5 G ALUM.ALLOY -B 23 1 6063T6 r-120R L.L.- g'_g" 21 B 8'6" 27 G 10, i W/(2)"C"INSERTS 14cA (fo 6'-9" 10' 8'-3" 24 7'-9" 28 Q H ASTM r=,z oR Asa ss g,_1.• 21 B g•_l.. "6" 229 G 11' 3 ALUM.ALLOY 1e�, GRM so 6063.T6 .0 8.0" 0 6' 2" 11' 7•_1p' 24 " 7.875" .53 22 G' 71_9" 28 G NOTE: '-so .042" r' 7-$ 12 WHERE Cl SPLICE OCCURS AS SHOWN IN pp4P" .0 5'-$" 12' T-7" 25 7-2 3D S TTP' SPAN TABLES,IT SHALL BE INSTALLED THE TYP q FULL LENGTH OF THE T'I-BEAM. REVISIONS q .625' ATTACHED SOLID FREESTANDING SOLID E wac wn osscw'Ro" 6 I I I I I MAX. I---3.0"--I = MAx.CQL. �� g _ 4-3.0"�� I I 2.875" MAX. SPACING �m MAX FTG. MIN. MAX.POST FTG. >� -k�-3. m SPACING (IN.) POST SPACING (IN.) POST m DBL 3"x8"x0.O42"BEAM �-" ON SAB E (SPAN) (1) TYPE (SPAN) (1) TYPE 3"x8"x0.042"BEAM cd R)•(3) _ 29 DBL.3'x8"x0.042"BEAM W/14 GA.STL. INSERT Wl DBL. 14 GA.STL. INSERT L ASTM A653 GRADE 50 G60 13'-7" 5' 11'-2' 22 1r.1oz1 € ALUM.ALLOY 3Doa-H36 M ASTM A653 GRADE 50 G6p ('7 20 B 10'-7" 28 G 6' nsTEt roe: OR EQUAL 1 V-4" 6' 1IT 23 g•_7„ 30 = 3"x8x0.042"BEAM DBL.3"x8"x0.042"BEAM r wTE II6z6.1s N W/12 GA.STL. INSERT P W/DBL. 12 GA.STL. INSERT 10'0" 21 9'_g^ 26 FOOTNOTE: "SAMPLE" ASTM A653 GRADE 50 G60 I 9'$" 7' B B'-10' 29 G DRAvm fiY AT r FIGURE INDICATES-El NDICATES ASTM A653 GRADE 50 G6D 21 g,2^ 27 NOTE:WHERE I2AND 14GA STEELINSERTS 8' 9-4 B 8'-3" 29 G g CHECKED GM EXPOSURE B FIGURE INDICATES NOTE WHERE I2 AND 14 GA STEEL INSERTS OCCUR AS J g'_g" g,-1p" 24 OCCUR AS SHOWN IN THE SPAN TABLES. 27 1 EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES.THEY SHALL BE INSTALLED BEAM TYPES FOR OF THE 3'ke"BEAM. THE FULL LENGTH OF THE S'PS'BEAM. N 7,-7•, g' 8-10 B 7'-1 O' 29 1 WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. g•_p'8� 24 ATTACHED & LL 6'-9" 10' B 7'-6" 30 FREESTANDING FOOTNOTES TO ALL SPAN TABLES: 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3.THE SLAB SHALL BE MINIMUM 10'-0"WIDE BY THE SPACINGg, t 8 D 235 11' SOLID COVERS 3 1.FOOTING SHOWN REPRESENTS LENGTH OFEASURED AT THE COLUMN 0- O 6'_2" 11' 7'-2" 31 EACH SIDE AND DEPTH OF CUBED FOOTING.SEE SHEET 10. THE �MAXIMOF THE UM POST MAXIMUM SHOIWN FORTHE UMN A AND NOT CONTAIN ANYICR4CKING FOR 25&30 p F. 29 14 WHERE SLAB OCCURS,CUBED FOOTING SIZE BEAM.WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE MAY BE REDUCED BY 6'FOR FREESTANDING ONLY. S'-B' 12' 7,_1„ 225v\ g OCCUR AT 10&20 psf INSTALLATIONS,SEE TABLE t,SHEET 47 FOR 9 1/4"MINIMUM. MAXIMUM COLUMN SPACING ON EXISTTNG SLAB. ?<DF 505HEET5 avx�::..x....•:-..�...:-x -_s -n:...aac�.v-x.�a--x v.__-..v _.,w....-. .....-.. .._.. ___� �..-.... ...-.......... .. ...._.._._-'__. .. _ _ ...._ .... —_ I J th G H uy O E F S N A B FF 4 N CD CC) W " C:D ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C < u U v 3"SQ.ALUM.W/12 GA. 7"I-BEAM rn 4"I-BEAM D 4.5"MAG GUTTER ECHANNEL F O O B MAG BEAM C { W C— POST FfG. MIN. MA%.POST FTG. MIN. tj o Wcz, > O y ACHDSODRESTANGMPXPOST FFG. MIN. MAK- f� ATTACHED SOLID FREESTANDING SOL/D ATTACHED SOLID FREESTANDING SOLID MPAJC POST EFTG.uMIN. FRE POST DING SDMIN. 7.tAX.POST FTG.L�N FREESTANDING SOLID ATTACHED SOUDPE FRSP TANOlN6 SOLID m CD MAX.COL mdF MA%.POST FTG. MA%.POST FTG. MIN. TYPE (SPAN) (1) TYPE (SPAN (71 SPACING $o MP7(.POST FfG. MIN. MA%-POST FTG. MIN. TYPE (SPAN) (1) TYPE (SPAN) (1) 22 E 21'3" 31 G 5' O fA O m� SPACING (IN.) POST SPACING (INJ POST SPACING (IN.) POST SPACING (IN.) POPE S(SFAIJ) �) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (21�J POST 23 ING (IN.) POST SPACING pN.) 'PfYO E �`S Q U t!"D 27 13'-4" 19 12'-1 " G 23'-0" 25 -0'-8" 33 m — m W.(3) (SPAN (i) TYPE (SPAN) (7) TYPE (SPAN) (t) TYPE (SPAN) P7 10'-4" 17 9'E" 25 13'-7" 19 12'-0" 27 13'-3" 19 B 12'2"1_g 28 G 11'-3" 21 B 11-10 28 G 22'-0" 26 E 19'-6" 32 G 6' rn B 12'-1" 28 G 13'-3" 21 i C 13'-7" y, r g_9 t8 B'-10" 24 12'-9" 19 1p-8" 26 12'_7' 19 11'-6„ 26 12 T' 20 11 0" 28 O, P3 E 20'-0B_7^ 32 G 7 27 11'-0 21 C 10'-6" 27 G 20'-12'0,_1 228 E 18'-21'7 9" 331 G 8� p¢SSIq�! B 10'-7" 27 G 10'-0" 21 B 10'-2" 27 0'-10' 27 B'-8 B,_3„ 9�„ 7' 9,-0 21 27 10_7, 2p B 10'�'0 2" 27 G g,_9° 22 B gt7" 27 25 1T-5" 32 9' rat`• j��K ^3•O'G J 8,_8„ 8� 8'-10" 19 B 8_2„ 10 225 G 11'-B't_g" 223 C 10'-7t'0� 27 G 10,_7 23 B 9 7" 27 21 C 10'-1" 28 19-2 E 17_1 32 G S 5885 7W" • 9' 7.7 226 G 11'-11 P_1" 224 C 10,_'0,-0 227 G 10'-0"p,-0, 223 70 0 27 91'_0" , G 19'-2" 268 8,_10„ 32 . (n - 8,-7„ 22 28 10'-4". 21 LL 20 T-7" 26 10'_g 22 9'-10" 28 (> 9' 9 8, 223 Ci 9 6 9,_2 28 g_7 297 1T 4" 26 16Sq 33 t l 11' 3 � 6'-9° 70' g1'3 B'_3" 22 B 7'-4^ 27 G p_g„ 24 C g�_7„ 29g 9•_1" 219'-108�„ 223 C 9 5"B�_2�� 2g G 17,-4 29 � G 9' 1" 24 C g,_g�. 26 29 16_g„ 27 16'_p^ 34 H 12' OF CAL1� B�_2�� 11. 8'-D" 20 B 7.47_2" 228 G 10'-0"0_0,� 225 C 9_79'_3" 28 8-0 23 C ti_pn 28 G 9-7 25 E 1.9'-1•' 2g G 224 C 6 6 B'-4" 226 s e 72 z1 7'-2" 06-23 16 r 7' 7 7 23 MA)(.POST FFG. MIN. MA)CPOST FTG. MIN. MAXPOST FfG. MIN. MAX.POST FTG. MIN. 5 0 � ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FMRgX�P05T DFTG SDMIN. ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID fREESTANDlNG SO p DURALUM MAX.POSi F"fG. MIN. MAX.POST FTG. MIN. MPX.POST FfG. MIN. TYpc (SPMII (7) TYPE (SPAN) 3 MA)(.COL rr Mp7(pOST FTG. MIN. MAXPOST FTG. MIN. TYPE (SPANS (t) TYPE (SPCJ!) (1) TYP- (SPAN) (U 3 G IAPM00195 SPACING ym SPACING (IN.) POST °PACING (IN.) TYPE S(SPAN) ((7)7 TYPE S(SPAN) ((1)) TYPE c(SPti•) (��) POST SPACING (IN.) POST SPACING (IN.) POSE SPPLING (IN.7 opgT SPACING {IN.7 PC SPACING pN.) PTOH _y' � • Q„ ON SLAB mF+ (SPAN) (1) TYPE y(SPAY) (t) 26 13'-4" 19 12'-2' 28 V 23'-4" 23 L 21'20'-1•' 34 12'-j 1'-0" 30 G 11-2 21 B 11'-0' 29 23'-1" 27 26 12'-0" . 20 11'�i" 26 G 22'-21_g, 226 E 20'-0'9-0 334 GH 6' 1D,-0 p B p'-10' 29 G 10'-3" 22 10'-0' 26 NU PPPRDYAL N g,_g 7 g B 8-108._8" 227 G 12,_9''2'-0�� 223 B 11,_g��1.7 229 G 12'-�'2�p�� 223 11-0 21 11'-0" " 27 2p'_1 ,� 2y E 19'_p " 333 G H 7' .r• 11'�" B' s'-8" 21 12'-?"2 D, 224 B 11,_'��0�^ 229 G 11'-3;_1 223 B 10'-710'-39 G 10'1 ,�6 222 B 10 8'-8" 227 G 20 19.9„ 229 E 18'-17,_3 333 t'.I 8 • 8'-10" 20 8'-2' 25' G 11'-B"1,-0 225 C 10'-110'-1" 229 G 10'-7"0�„ 224 B 10'-0"g 9 28 22 C 10_1i 28 19i_2" 27 E 1T-G"6_7„ 333 9 5 J 8'-B" 8' g•_g" 23. B T-8" 27 21 C 10'-0" 27 10'-3" { ui 9' g'_7" 2p. B T-9:7,� 228 G 11'-10 10' 225 101_2" 28 10 " 22 C 9,_g. 28 18'_3" 27 6'-10" 32 (�/) 6 9 10' B'3" 21 B 7-7"7-2 228 G 10'-6"0�" 226 C 9-10g�' 228 G 9_8,9 3 225 9'6, 22 C. 9'3" 28 1T-4" 27 16'-4" 33 H 11' g 6'_2" 24 C 9.1" 229 G 9 18'-10" 225 C g1_1116-0" 229 G 9 3 7-8 24 B 7,-0 2g G 17,_1„ 31 E 15-7" 33 C 24 22 g_g, 29 B'-10" 23 C B'-10" 29 16,$ 2g E 16'-0'S 1" 333 T_T 21. 7-2" 6'-10" 24 �+' 6'-9" 30 9'-4" 26 6'-9" 30 aEYISIONs 5-8 12' T.g^ 24 xuwF�' xwwc omE •" 5 MAX.POST FTG. MIN. ~j o rd y MAK.POST FTG. MIN. MA)(.POST ffG. MIN. MAX.PDST FTG. MIN. MAXPOST FTG. MIN. ACII gTTALHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLDPOST EFTGOL MIN. ��STANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SO�DPE FRSP�ANDING �E m MAX.POST FTG. MIN. MAXPOST FTG. MIN. TYPE (SPAN) (i) TYPE (SPAN) (i) TYPE (SPAN) lt) MAX.COL. �� P1A,K,POST FTG. MIN. MAX.POST FTG. MIN. TYPE (SPAN) (1) 34 H SPACING S(SPAN) p(") POST SPACING (IN.) ,(1,PE 5l5PAM (I(1)) TYPE S(SPCANG (I(77) TYPE S(SPANG lNj POST SPACING (IN.) POST SPACING (IN.J POST SPACING (21N9.) POST 23-0ING 25) POC 20 11NG IN. OLID ON SLAB TYPE (SPAN) 1T-6" 29 t2'-0" G G 19'_7" 36 16.191 G 10'-3' 22 B 10'-1' 30 22'-6" 28 4STELJOB9 13'_7" y, 10'ji" 19 B g._3•B B 229 G 13'-''3, 1" 223 B 12'-,"1,� 331 G 13'-12_7. 223 12_0,� G 9'h" 22 B g_2„ 229 G � 21_2 229 E 19'-B"8,�y 335 H I 61 M 9 9 20 B B 2 228 B 110-8"-7 290 10 7" 21 B 11'38 7 229 G 20'-20'_2" 230 18 9" 33 H 7, B 10'-8" 30 21 10'-7" E 1T-6" 35 t D1uwN eY Ar r 11��.� 6' 9,-0�� 22 G 11-B" 25 C 10'-2" 30 G t o-6" 24 B 1 D'-0" 30 G 8'-9" 23 GM ; 1 9'-3" 20 B 6�T-9" 228 12'-2" 22 B 10`-1 ". 29 t t'-3" CHECKED • I g�_8�� 7' 9,-0�� 23 19'_2" 31 H • 8'-10" 21 g'-D" 26 11'-8" 23 C t0'-699' 230 G t0' 225 B 10'-39-4" 229 G 10-082 223 B 8''-0,� ZB G 19,2„ 26 17'-3" 32 H 9' SOLID COVERS ATTACHED 8' g'_7" 24 B T-6" 28 G 11'-1' 26 ! g'7" 22 G 11'-t10'-8" 226 li 10'-19 2is G 10' 225 B C 9 98'-10" 229 G 9'-4"7 B 22a B 9-47-7„ 29 G 18'-1" 291 E 16 881-111 3z4 10, &FREESTANDING BEAM - B T-2" 29 G g-6" 225 C g,_3118 1" 230 G B 107_p 224 B 8 1�,-2„ 230 G 18'-17_2" 32 E 15-7" 34 H SPANS, PSF LL, G 6,_y„ 10 B'_3" 2p B 7 67-0" 230 G 10'-6" 10" 227 C/ 9-89_t, 230 9 g 23 C 8'S" 29 1T-4" 29 76_2 33 H 11' 110-130 MPH I � B 2 11, g'p^ 23 B T-3"' 29 G 10'-0'9•-0" 227 C E 9�'B'-9' 231 G 9 1T-9 25 G BA" 234 C B 8,_16 10 291 16'-B" 30 15'-8" 33 H 12 /\1 1 F ll 291 9•_7" , 25 g'_2" 29 g'..g^ 24 C 8-66_9^ 231 G B'-215 9' 24 B 6'_T' 31 G 75'-9" 33 E 14-8" 33 I V H � 1 V 7 1 E'-7" 31 G E B-6" 31 G 7-1 25 is oF50SHMS ----- ...... . " Et O E F O Z N d 5 C O Q CD n to U-i " Wrnco ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C ? U v DBL 2"x6.5"x0.032° OR K 3"x8"x0.042"BEAM U) rn t 7„i BEAM 7"I-BEAM DBL.2"x6.5"xo 042" 1 - O "C"INSERT H Wl 2j"C"INSERTS I i1. Uj W u G gTTACHEO SOL to FREESTANDING SOLD z i {uC, W 0 MAX POST MAX.POST FTG. MIN. jB Q Z POST FTG. MIN. MgX.POST NJJCPOST FIG. MIN. SPACING SPACING (IN.) POST m O_ -•� > ATTACHED SOLlD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID Mn PAST EDTSOLID LMIN F STANDING SO SPACING SPACING (IN.) POST FOR DBL. FOR 3'x8" 7 TYPE ..1... MAXPOST FTG. MIN. MAX.POST FTG. MIN. FOR DBL. FOR 3'xB' (1) 2k85'xB. BEAM () — " NWX.COL �t�- MAX.POST FTG, MIN. MAX.POSTMIN. 7 TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2yg5-aq.p32' BEAMco TYPE SPACING So O O ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) TYPE S`SP (M' POST SPACING (IN.) POST SPACING (IN.) POST 19 13 2 13 8 27 �'j 6 N �G c? (2) (3) (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (7) 20 " 29 13'-2" 13'-8" B 12'-3" 12'-7° 29 6T C 33 H 16'-D" �7 12'-T' 2'-10" 21 26'-zfi_2, 35 I 16.-0 2P B 15'-3" 13'_7'. g 26._g 26 23'_8" y) H 29'-6' 27 B 14-D 229 G 12'-11'-6" 12_B' 9" 121 B 12'-11"1,2,. 12-61-0 228 G 6 rn z O 7' r 25' 24 E 23'-22-0 333 G H 27 27_g, 228 E 25'24'_T' 334 G)i 14 714-7 223 14'-7" " 26 11,_2 11'_7" 2D B r7 191,'_-84"" BT' 2242''122"54''--30"" 2225277 89 EE 221D''-0,_1p2"p0,'__33,"333 32333 2 G H 222654''-0-_3322„",6 5'-_43" 2226Y737 9 EE 22�43''--0122"3 1'-'_47""333333 44 HHH I 111322''--66p117322''_,_68p"" 2222122 344 �CCi'i 111322''-'--6B01"3T1'---0p2" 22222989 GGG 10'-011900,,''-,_480"„1010-,-1•_82"° 2Z022 23 CB B 19110'-'1-�06'99",_2g, 1111p0'-0'-�21 9p0,__80„, 2�2277 GGC 4 KES SR IwCnA 0'_ p^ 23-0" 26 10 B S 58858-6" 2 ' N 7'-7" 9' 2'-1" 30 E. LL 2p11" 27 19'-0" 34 H 23'-Z'3_g' 232 E 21'20'-9" 334 11'-411'-4° 25 �i 0'-1 G 11' E 1g'_10' 33 30 g'_0" g'.q^ 21 9'-p" . �� 8� Q. 22_g, 232 E 20'20•_2" 10 10_10^ 225 E 10'-110'-4" 29 G. gt7" 8.�� 213. C B 76 U $, 228 C7 12' OF CAL\F 6,_2„ 11' 20'-B" 31 E 18'_3" 34 36 J 1p'h10.1 226 E 10 1'0'_0" 330 G 8 78'-2- 7-8T-8" 23 5,$„ 12' 20'-120'-1" 232 E 18'3''T 9" 335 I 22'-22_1 233 E 20'-119'_7" 3s 06-23-16 ATTACHED SOGID FREESTANDING SOCID �s MAX.POST MAXPOST FTG. MIN. MAX.POST NWX.POST FTG. MIN. So y A7TACHEDSOLID FREESTANDING SOLID ATTACHEDSOLIO FREESTANOlNGSOLID ATTACHED SOLID FREESTANDINGSOLlD IN.) POST SPACING SPACING (IN.) POST mg DURALUM MN(.POST FTG. MIN. MAX.POST FTG. MIN. FOR DBL FOR 3°NxB ( T.oE FOR OBty FOR-e a'o (i) Typc F NWX.COL. dr MPXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. SPACING ST FTG. MIN. ^ (1) YyB.5yp,0.sc BEAM 955 SPACING So SPACING (IN.) PORT SPACING (IN.) POST SPACING IIN. POST SPACING llN.) POST sPP.CING (IN.) TYPE l eDAN) (IpY) nIFT 2•xe.Sxa.m2' BEAM " g IAPM �1 " TYPE (SPAN) D Q„ ON SLAB p (SPAN) (1) TYPE (SPAN (7) TYPE (sPANI (7Y C7 12-7" 1'-B" 21 B 12-3 11'-6" 30 26'_g 24 24'_4" 34 H 29'b" 25 E 26'_Z5� 336 I K i6A4'-10 222 .B 16 04_7^ 331 t3_2 13'_8" 2p 13'-2' „ t3�-0 G 5 O 13,-7" 51 26-0„ 26 23.1 36 1 29'-2' 29 29 G 12'-1"' 6 12'g'0.8" 222 B 12'-1°1 2 12 6p,-0 229 G 6 au APPaovA N 25'-3" 25 E 23'21,_g�� 335 H I 2T 27'-6" 230 E 25'-23 10 24-0" 26 21'-9^ 33 H 26'-4" 27 E 24'- 9„ 335 H I 13-612._g 223 C 13'-62�„ 30 G 1p-0 g' 23 B 9-9 9'-1" 2B G 23'_0" 27 E 20'-119'-9" 334 H 25'-25'_0" 232 E 23'-021,_g 335 H I 12�1'-10 224 Ci 12'_8"1 7, 30 " 9' ".J 8'6" g' 22'_8" 31 Ci 11-0 229 G 9 109 10'-g 9" 223 C B 9'-10" 10,_2, u- 21'-0 28 E 19 16'-0" 333 H I 23 23,_2" 233 E 21'20'-2" 334 11'-410,$ 25 C 10-0 29 G gtp" g,-q" 2z4 B 9'_0 a,9 7 9 G 11' s. W 6'-9" 10' 21'-1" 32 22 10'-1 30 g-0„ 8� C 8-0 8-47'-1" 229 " 20'-81, 29 18,_g 3q I 22'-922 6" 334 E 20'-19,_7„ 335 I J 0 10'_2" 25 E 9'-10" 3D9 G Z„ 7-88',4" 24 C 8'Tag.-0 7'-BIg 7 230 G 12' 6'-2" 11' 17'-9" 34 36 10'�" 23 10'-4" O 35 22'_t" E J g,_g�� 26 9'-6" 30 31 20'-1' E 18'_3" 35 19'-1" 35 pEVI5NINB 9'-10 34 17'-3' l FREESTANDING SOLID A7TACHED SOLID e SOL/D FREESTANDING SOLID �P057 MAX.POST FTG. MIN. 5 0 1 y MAY.POST FTG. MIN. MP%POST MAXPOST FTG. MIN. SPACING SPACING � ATTACHED SOLlD FREESTANDING SOLlO ATTACHED SOLID M�4XEP05T DFTG SO IN. MA%.POST FTG. MIN. SPACING SPACING (IN.) PORT FOR DBL FOR s'z8' (9 TypE r MAX.COL. f� FrGSPACINGFOft DBL. FOR gyce" 7) TYPE Zkg,S}q.a32" BEAM SPACING �o MpXF05T FTG. MIN. MPX.POST FTG. MIN. MAACING UNJ MIN. WIFE (SPAN) (7) TYPE (spAN) (i) TYPE sxp,oa2' BEAM ( 27 G Q„ ON SIAB m� SAS Cam) (N)) PORT SPACING (IN•) .n,P S ((7)) TYPE S (�N') POST SPACING (IN.) PORT SPACING TYPE (SPAN) p) 32 13'-2" 13'-1" 13'-0" 5' 27 26'-4' 36 16'-0" 22 B 15'-7" G p'-9" 22 55IF1JOB4 o 13'-7' DPAWN BY 27 22'_T' 35 I 2T-9" 28 E 24'-23 3" 337 1 K 14 712_7, 224 B 14,-9"2 3^ 32 11_2 11,_1, 7, AT y p_8„ 11-1g_2" 223 27 G i r 24_0 2g E 21' 20,_1,� gg H K 25 25'-0" 232 E 23'-22-1, 337 I K 13 611'_8" 225 C' 13'711'-4" 301 10'-6" 10' 22 g 10=69 9 10'Soh 227 G 8' [NECKED BM i if 2T-p^ 29 20'-7 34 H 25'-3" 30 E 22 21'-2" 337 I K 12 g0'-10 226 C 12'110'-B" 30 23 C 9'-10" 9'-8" 9' SOLID COVERS ATTACHED 27 32 E 19'-z° 3s I z4'4" 33 34 I 1z'-D" 24 1r-B" 29 G 9'-1D9�„ 9'-s'g r' za 3 s'-z" T-1o° z7 C' &FREESTANDING BEAM " 22'_1" 29 19,_g�� 34 H 24'-3" 30 E 21'-20-q^ 36 K 10'_3„ 26 Ci 10-1" 30 23 9'-4' g'-g" 2g G 1D, l6 7'_7" g' 21,_3�� 33 E 18'_6" 35 I 23•_8" 34 29 G 9'..g91P 9-2 -g„ 25 " LL 30 19,_1, 19 B" 96 I J 11'-49_g 227 ri 11''19 7" 30 23 C�+ 9 0'8'�" 8 071-21' 287 G 11 SPAN05'130 MPH � 1 U_ 6'-9" 1D' 21'�'p 7 34 E 17'_1p 35 I 22'-8" 35 E g_2 231 G ,_7�� 8�" ..4° 25 c g'-p" 6'-7" 28 i 22'-9" 32 E 20'-49 1" 336 I J 10,-19'-4' 227 10 7 G 12 ^ _ 6 1 7'4 " 28 ``J � 6'-2" 11 g'_10' 35 E 1T-3" 35 J 22'-0" 36 25 10'-2" 10" 225 C 8-71T4i 6,-0 28 O 35 I 22'_1 3 19'-9" 36 J 10'-0' E G 8'_7' s r , 2D'-1" 31 E9'-0" 27 B'-9' 31 7EDFso st7FEts } 5'-B" 12 a'-3" 35 S H Y C3 0 0 0 A p CD N (O U-) ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH EXP.B&C w m o DBL.3"x8"x0.042"BEAM rn 3"x8"x0.042"BEAM DBL.3'x8"x0.042"BEAM N/DBL 12 GA.STL.INSERT � U rn Yx8"x0.042"BEAM N W/12 GA.STL.INSERT W/DBL. 14 GA.STL.INSERT P Ifl O O Q DBL.3"x8"x0.042"BEAM M W/14 GA.STL. INSERT O ( Ir LULL L MAKPOST FfG. MIN. MAxPOST FTG. MIN. MA%.POST FTG. MIN. $o Q Z 7 > ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ^POST EFTG.uMIN. FREESTANOfNG SOCIO ATTACHED SOLID FREESTANOfNG SOLID O Ln MAx.COL ram- MAX.POST PTG. MIN. MAx.P05T FTG. MIN. MAX.POST FiG. MIN. MPX.POST FfG. MIN. MAx.PDST FfG. MIN. TYPE (SPAN) (7) TYPE (SPAN) (7) TYPE SPACING o MAX•POST FfG. MIN. TYPE (SPAN) (p TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) 35 ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POPE S(SPG ("') POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING 24) Pr Z�AGNG (IN.) POi 5, O O 0-• lzh(3) (SPAN) (1) TYPE (SPAN) (Ij TYPE (SPAN) (1) 1 G J N C'7 x 19 18'_1" 223 19.3 30 G 18'-4'8�„ 223 C 18'-4'7._g, 331 G 20'-120_1. 224 C 20'-119'-0" 332 G 25'-15"t D, 226 E 25'-t4'10' 334 H 2' 28'4" 27 2T-0" 37 C 13,_T 5' C 1T_B" 31 E 9" 33 H 5'-10" 27 E 4-10 36 J 6' rn r 1T_7" 22 C iT-'"6_t 231 G 16'-9"6 9" 224 C 16'-96._2 231 G 18�'g�„ 225 C 18'417,_g, 331 G 23'-823,_gl 227 23.8 32 25'-1 ' 25 2y 1 f 34 J 7 33 1g'_3" 22 16'3" 29 15'_7" 22 C 75'-16 0" 230 G 17'-�17'_1" 225 E 17''116'-0" 331 22 0" 24 22'_0,� g2 H 24'-24,-0, 226 E 24,_D 34 J B [ I&-3" 24 C' 15'-0" 30 15=3 23 15'-3" 30 14,_7, 22 E 14'-14'_1" 229 G 16'-U's-0„ 226 E 16'-05-4 330 G7" 228 E 20'-79 9 332 H 14l4' 25 E 14'_D" 29 G t4'_T' 25 i 23 E 14'-43 2" 330 G 13-9 3-9" 226 E _3" 330 G 15'-115'_1" 226 E 15'-t14'_6" 230 G 19-4"9-4' 229 E 8 7" 332 21,2„ 229 E 21'-20'-0" 335 ,i� � S 5885 � k 25 LL 13'_8" 24 13 8" 31 13'_1" 23 E V. d" 330 G 14'-t4'_3" 227 E 14'313-g^ 231 G 18 48,E 229 E 18'47,$„ 333 H 20' 120'-1' 230 E 2D_1 G13'_1" 26 . . _ ,•, -, 37 12,_6 24 EZ,_0,� 330 G 13'-B'3_8, 227 E 3 1„ 331 G 17 17,_7, 230 E 1T-ls'-10' 333 I'i 19,_2„ 27 E 19'-2 3 C g'_2" 11 12'_3" 26 E 12'-0" 30 G 12'-6' 2fi E 12,_7 32 G 16,_y„ 30 E 16,_2 34 I 18'-4" 31 E 1T_g^ 3g J 12 OF CN10 r 5,-8„ 12' 12'-0" 24 E 12'_8°1 fi" 331 G tz'-o"2 0 227 E 12'-0;,_6 331 G 13'-13'_1 226 13'-1" 32 16'_9" 27 16'-9" 34 H 16'-4" 28 18'-0" 36 i 11'-s" z7 06-23-16 a OLID AT7A SOLID MAXPOST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. MA7LPOST FTG. MIN. MAx.POST FTG. MIN. �o � ATTACHED SOLID FREESTANDING SDIJD ATTACHED SOLfD FREESTANOfNG SOLlO ATTACHED SOLID FREESTANOlNG SOLID ATTACHED SOLID FRPAC NANO`N)S POST 5P CNGHEDN.) POST SPACINGNOt NGSPOST m� NBIX.COL. tQ- MAXPOST FTG. MIN. MAX.P05T FTG. MIN. MAx.POST FTG. MIN. MAXPOST FTG. MIN. MA7(POST FTG. MIN. i`•PE (SPM) (t} TYPE (SPAN) (1) TYPE DURALUM TYPE (SPAN) {t) TYPE (SPAh1• (i) TYPE (SPAN) I1Y IAPMO 0195 � a OtJ SILAB �`5 SPACING (INf T;PE $SPCAN) ((-)) TYPE 5(SPAN) ((7)) TYPE S(SPAN) ((N)) TYPE S(SPAN) (INy) POST SPACING ON.). POST SPACING2T•8" 5 337 I K 5 19'-3" 22. C t9'_3" 32 16' 1T�" 224 C 78'-4'T-0 333 G H 20 119-0„ Z25 C 20'-118'-b" 333 G H 25 24'-4" 227 25'_1 • N _ r+ 17'-0" 33 H 22'3" 28 axI APPBova. 6' 17 225 C 17'-''4 8 332 G 16'-95-10 225 C 16'_9"5 fi„ 332 G 16'-4"7�" 226 15-4 31 G 23'-B" 25 23'_8'• 33 H 25'-1 26 25'-1 , 22'-1" 35 I 7, 3" 23 C 16'J3 B" 331 G 15'-7"4 8 226 C 15'--q'�" 331 G 1T-116'-1" 226 E LT 1p,q,, 332 G 22'20'_5" 229 E 22'-Z'0 2" 334 H 24'-O22_7, 229 E 24'-0' 34 B, 14'-0" 25 20'-8' 34 I J g,-0„ 24 E 13'_1" 26 C 12,_y 30 20,_0, 31 19_6 34 I • G 14'-2" 27 E 13'-70" 31 H 16'-3" 30 E 7'-10' 33 i " 7,_7, 15'_13" -_27" 33133 11 GH 1198T'-�-41^67'�_7" 222733 01 E 7119BT'---441""6'--2"333233 3 HHH 221109'''_--221"1 8'_1""Y2273 2 EEE 221109'._'__212"11" 8T'--68""334433 4 L" 13 U) 6-9" 13-81 13' 2' 6-2' iz H 15'-10" 31 E 15`-6" 33 11T-4" 32 E 1T-0" 34 I 12' E r 12'_5" 25 12'-6" 31 12'-0" 25 E 12'-01,1" 330 H 13'-112'-4" 229 E 13-112'_1" 332 16'-9" 28 16'_g 34 H 18'-4" 29 18'-4•, 35 ! 5'-8" 12' 10'-8" 27 E 10'-6" 30 H REVISB7N5 g 6 SOLID MAXPOST FTG. MIN. MAX.POST PTG. MIN. MAx.P05T FTG. MIN. 50 �' ATTACHED SOL/D FREESTANDING SOLO FREESTANDING SOLID MPOST! FTG.AACEDSOuMIN. F�ESTANDING SOLID ATTACHED SOLID FREESTANDING ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLI!) MAx.POST FTG. MIN. MAX.POST G. MIN. MPx.POST FTG. MIN. 7YpE ($PAtJ) (7) TYPE (SPAN) (1) TYPE r MAKCOL r M/q(POST FTG. MIN. MAx.POST FTG. MIN. TYPE (SPANI) (1) TYPE (SPAN) (7j SPACING mm SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) ;°PE SSP�G ((N') TMPE lSPCANI (�N�) NPE S(8�AN) (��) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (31�) PIO,ST 5 " D- `z)S(31;8 (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (7) 26 E 25'-3" 36 J 28'-0" 2fi E 2T-3" f� C 18,-0„ 33 i8'.4" ....3 C 18'-3" 33 18'-4" 23 B t5'-7" 34 H 36 J J67ELJOBS C P4 B 14'-9' 33 H 16'-0" 25 24 18,_0„ gg H 23-20-0" 229 E 30 1'-10" 37 K 24 16'-6" 322D'-1" 36 K 22'-0" 04TE OBZi-16 C7 16'-9" 24 G. 16'-93 6" 332 G 16'-14'-7" 26 C' 14'-3" 33 H 15'-10' 26 C 15'-7" 34 34 H 24'-0" 26 E 23'20'-3" 336 I K 7 DRAWN BY E 20'-9" 30 AT 16'-B" 32 G 22'-0" 27 21�-0 8' cHECNEo SN p - 12-9 26 E 14'_3" 31 16'-0" 25 15'7" 32 20,_7 2g E 20'-17�, 35 I 19'-6" 31 E 19'._0„ 38 I 14'-7" 25 E 14'-6" 31 t4'-7" 25 E 13'-0^ 32 H 1T-9" 30 33 21'2" 29 E 20'-8" 34 H g' SOLID COVERS ATTACHED 11'_9" 31 G 1 12'-0" 27 EC 1'4B"" 3321 GG 1133'-'1-10"' 22288 E 19-817 1" 3355 I 3' ) &FREESTANDING BEAM -92 10' 11 4^ zl SPANS, 10 PSF LL, 12'-4" 29 E 12'-1" 31 H 16'-0" 31 13'_t" 26 13'-0" 30 H 13'-1" 26 12'-9" 30 H 19'-2" 30 18'-9" 34 a 6'-9" 10' 10'-9" 27 E 0'-7" 30 G 11'-4" 28 E 11'-7" 31 16'-3" 34 11' 12'-6" 26 12'-6" 31 12'-6" 10'_7" g1 10 229 E 73'1'1'_7" 331 1T-15_2, 232 E 1T-24 10' 333 H 18-06 7 313 I 12' 110-130 MPH 11' 10'-3" 28 E 10'-1" 31 10'-10' 28 15'-10 33 S H •' 1 1 1 B 12'-0" 27 E t,'t 9,_8�� 331 H 12'_D"D,�� 229 E 11,-8"0 1„ 331 H 13'-111'-4" 230 E 12'-911'-1" 331 f•.{ 16'-914 7" 332 E 4 3" 33 E 15,_7„ 34 T-8" 12' 9'.10" 28 170FOSHEETS Ell I � G H " N E F A B O N H ai ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP.B&C � uj= rn U rn BEAM TYPES 3"x8"x0.042"BEAM 3"SQx0.032"ALUM.BEAM DBL.2"x6.5"x0,032" OR K O O Q 1 _ E W/12 GA.STL."U"CHANNEL I ATTACHED FREESTANOfNG DJ 7 O �• r ATTACHED FREESTANDING �.pOS7 MAxPOST FTG. MIN. �o MA%-POST MA)LPOST FTG. MIN. SPACING SPACING (M)) nPE �� Q - 1f� MAX.COL. �dr Mpx,p05T FTG. MIN. MAXPOST FTG. MIN. SPACING SPACING (IN,) POST FOR DBL. FOR 3kB" r- .032° 6.5 = SPACING �o SPACING (IN.) POST SPACING (INJ POST FOR DSL FOR 3k8" (1) nPE 2k65kD.a62 BEAM M Tn • ON SLAB z� (SPAN) (1) nPE (SPAN) (1) nPE r„s,,1m.Dar BEAM 28 O Cn O .042 8.0' c l2).(3) �- 29 G 14'-1 75,�„ 15. 14'-1 „ 1y-0" ('j 5' co T=12 GA 0.042' G 16,_9" 15 B 14-14,7„ 31 H 14-10" 15'-4" B 17 14'-6„ 19_1" 30 . ASTM A553 ss 3.0. 13'-7' 5' 16'-g" 17 GRADESD GIN TTT'- O 29 � n r 15,_3„ 1g B 13'�3 3„ 230 G H 13-713'-T 14 114_1„ 28 G 7 2 .032' I I 4.D• 1g-0" 18 ALUM. 0'+—' 0 MAX. I 9,_9„ 7, 14,_2" 30 16 11'-9" 12,_3„ g G 8, QYgFESSID1yL "G' DBL.2"x6.5"x0.032" I I 11'-7" 229 ALUM.ALLOY 3004H36 F"�3.0�"1 • t7 11,_9„ 12'-0° 9i OR EQUAL " 3"SQ.x0.032"ALUM.BEAM J DBL.2"X6.5"x0.042" 3"x-I' 'k0.042"BEAM 12'-7" 17 C 11'-0,-0 229 G it'-211'-2' 11'-7" B 18 1p'-10 11'- S 5885 / E WI i2 GA.STL.'U"CHANNEL K ALUM.ALLOY3004H3fi 29 AWM.ALLOY 3D04t1s6 OR EQUAL 30 10'-7" 11-0 B 19 10'-3' 10'-8" 29 ASTM A6s3 SS OR EQUAL V•- GRADE 50GSD (n a . 2S' O OF CAI.\F� 18 �` 9-6 9,-0„ 330 H 9-8 9,$,� 9,_g,� Ci 1g 9'-6" 9-2" 29 I 5'-6" 12' o'-1 D" 0 06-23-16 T-120 14 GA FREESTANDING 7.8 5° ASTM ATTACHED A85355 ATTACHED FREESTANDING MAT(-POST MAx-POST FIG. MIN. So GRADE NAX POST N1AX.P05T FTG. MIN. SPACING SPACING MAX.COL. rr MAX.POST FTG. MIN. MAX.POST FTG. MIN. SPACING SPACING (IN.) POST FOR DBL. FOR 3k8" (1) nPE DURALUM SPACING c� SPACING (IN.) POST SPACING (IN-) POST FOROBL FOR3ke" 111 nPE 2k5,5kD.D BEAM IApM00i95 IL ON SLAB _-�+ (sPA"N) (i) nPE (SPAt4 (ti nPE 2'LLXSkD.Vlr BEAM 15'-4" 3U G 5' . a 8.0" .625 CC (zl.(3) p 16 14'_7„ 0.042" G 13,_7,� 5, B 14'-7" TYP. 16'-0' 18 30 H 13'-7" Tq'-1 g 1B 2'-10 13'-4" 31 2.875' N B 13'-3" 32 I 13'-0" 3'-10' 29 AW APPROVAL 3"x8"x0.042"BEAM ,r 11'-4" 6 15'-0" WI 14 GA.STL.INSERT 29 G 12'-7 13'-1" 14._2„ 17 B 12'-4"2,,4„ 2'-10, B 19 12 0 12-4 30 7 " M--3.0"—'+ ASTM A653 GRADE 50 G60 1 9-9" 7 13'-10" T9 6 29 G 11'-9" { � 3.0 3"x8"x0.042"BEAM W/12 GA.STL.INSERT 12'-7" 18 11'-0" 29 N g' 12,-0„ 20 30 H 11�_p„ 11'}� a L DBL.3"x8"x0.042"BEAM ASTM A653 GRADE 50 G60 17 10'-7" 229 Cj 10' ALUM.auoY30D4-H36 12-0" OR EQUAL NOTE:WHERE 12 AND 14 GA.STEELINSERTS OCCUR AS 5'-1 p" 10' 8' 121 C 10'-4" 30 H 10-6 10'_g 10'-G" 29 ('j 11' I SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 9-10" 30 10'-1" 10'-6" O "g,_7 9-0 29 THE FULL LENGTH OF THE 3k8"BEAM- C 9'-1D" 30 H 1", 1D'-3" U O 8, 2, 11, 11' 1 21 r• 10'-1 " 18 Ci C 331 H 9 8"9'-7" 9 8 9'.}„ FOOTNOTE: "SAMPLE' AEvisieNs � FIGUREINDICATES w�c are EXPOSURE B T=12 DR ATTALNED FREESTANOlNG FIGURE INDICATES 14 GA FREESTANDING 5 EXPOSURE C ASTA1 ATTACHED MAXPOST MA%.POST FIG. MIN. S� MAX-POST NIAXr IG ON.) MIN. SPACING SPACING (IN.) POST mg Ass355 MAX.COL atF MAKPOST FTG. MIN. (��) PT10'PE 23kp L FBEAM E WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. GRADE 8.0" = 5❑ MAxposr FTG. MIN. SPACING spA01Nc p SPACING m5� SPACINGPOST SPACING (IN.) POST FOR 08L FOR 3k8° .042 0"" OZ)5(L;B (SPAN) (�) nPE (SPAN) p) TYPEg,Sy,D,pgr BEAM 16 14'-1 " 15'-2" 333 G ry 5' CC 14'-7" 32 I 14'-1 15'-q„ 6 1 g 13'-8' 14'-2" 4'-10' 31 G 4s1Eu0at O 14,_i" 17 13,_T' 13'-1 32 DATE 161 p B' D&Tii6 @ FOOTNOTES TO ALL SPAN TABLES: 13'-3" 31 I 13'-7" 13'-7" B 19 12'-6' 13'-0' 1.FOOTING SHOWN REPRESENTS LENGTH OF M 11'-4" 6' 15'-3" 1B B 133 34 J 13'-1" 7 - EACHSIDEANDDEPTHOFCUBEDFOOTINGWITHOUTSLAB. r 73'-911 20 1212'-7" 13'-1° B 120 12'7" 121 " 30 '�' WHERE SLAB OCCURS,CUBED FOOTING SIZE 3 0 14'-2" ie 12'-2' T'"7 12-1" 31 g G DPAWN BY AT g MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. I 3 D.�f_3 0"�.I�- , ' I 9'_9° T 20 6 12'-4" 33 J 1 g 11,_9„ 12'_1^ 29 G $' GM i r� GHEW(ED € 2 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 13,�„ 1 g 11'-71-7 32 J 11,-0, 11'_g" lJ 2p 1 p'-10" 11'-3" 31 SHALL BE THE SMALLER OF THE MAXIMUM SPACING W/DEL.314GA.STL.BEA RT J 8'-6' 8' 11'-10' 20 11'-7" 18 11'-2" 11'-4" 29 G 9 LATTICE COVERS ATTACHED SHOWN INTHIS COLUMN OR THE MAXIMUM POST 127 19 11'-0" 30 H 11'-2" B 21 10'-3' 1D'-8" 30 &FREESTANDING SPACING SHOWN FORTHE SELECTED BEAM. ASTM A653 GRADE 50 G60 9' B 11'-0" 32 I 10-9 11'-2 18 10'-7" 10'-9" 2g 10 4 7'-7" 3o H 10'-7" 11'-0" 3.THE SLAB SHALL BE A MINIMUM tD-0"WIDE BY THE DBL.3"x8"X0.042"BEAM LL 12' 19 C 10'-4" G 10'-2' 10'_7" B 21 9'-9" 9'-10" 30 G BEAM SPANS, MAXIMUM COLUMN SPACING MEASURED AT THE 1qI/DBL I2 GA.STL.INSERT (n 6'-10' 1D' 1p'_g" 21 B 10'-4" 32 COLUMN ANO SFIALL NOT COMAIN ANY CRACKING FOR 30 H 10'-1" 10'-6" 19 10'-1I 10 PSF LL,110-130 MPH P �- 11, 19 C 9'-1 9' 10' 32 I 9-9, B 21 9'-3" 9'-0" 31 a 25&30 psF.THE DISTANCE FROM COLUMN TO SLAB ASTM A653 GRADE 50 G60 11' 9 P9 H EDGE SHALL BE 91/4"MINIMUM. 22 31 H 9'-0" 9'-8° 19 " G 12' ,(4 20 9'-6" C 22 g'_D" g,_3, 31 J NOTE:WHEREIN HE SP.A D 14 GA STEEL INSERTSOCCUR AS ,� , 10'-1 C 9'-0" 339'_7 } _ TeaI FS SHOWNINTHE SPAN TABLES.THEY SHALL BE INSTALLED 5'-5" 12 9'-9" 22 MKOSHFFT6 B F G H �. O E N C A B 'i O N CC) l!") F cli 0 ATTACHED £FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP.6&C W m DBL.3"x8"x0.042"BEAM ~ Q rn 3"x6"x0.042"BEAM � U rn 3"xB"x0.04Z"BEAM W/1Z GA.STL.INSERT W/DBL.14 GA.STL.INSERT U) DBL.3"x8"x0.042"BEAM W/14 GA.STL.INSERT N O J DBL.2"x6.YXD.042" L M 1 LiJ L<_ FREESTANDING ATTACHED FREESTANDING FREESTANDING ATTACHED FREESTANDfNG ATTACHED n Q z L0 r MAXPOST FfG. MIN. MPX.POST FfG. MIN. NIAXPOST FfG. MIN. o O gTTAGHED FREESTANDING ATTACHED = MAX.POST FTG. MIN. MAX POST FLG. MIN. MA%.POST FfG. MIN. MAx.POST FTG. MIN. TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE r m ° MAX.COL F� TYPE (SPAT•!) (1) O U) In SPACING �❑ M'PJ(-POST FTG. NllN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. TYPE (SPAPp (t) TYPE (SPAN) I7) 33 H O CD O ON SLAB m� S(ACING (IN.) POST SPACING (IN.) POST SPACING (IN.) TPYOPE S`SPG Q") TMPE 5`PCG (M') PDST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) p05T SPACING (IN.) POrT SPACING 5 — 0-- tt SPAN) (i) TYPE (SPAN (1) TYPE (SPAN) (1) 29'-2' 21 l� W-6" 36 I N m c R).(3) n" 1B,-0„ 15 18'-0" 29 21'-8" 1g B 21'-21_2„ 333 G H2O 2p_g 16g }3 2D 2D_2, 333 G H� 119 22-0 3 G 29�_2�� ig 29�_2� 2 0 13W" 16'-4" 29 19'-9" 17 19'-9" 30 19'-0" 17 19'-0" 30 20'-8" 17 20'-8" 31 24=8" 19 24-g^ 33 7' 15,_2' 16 B 15'14'10" 230 G 18'-0 8,�" 120 C 18'-4'7 10 331 G 17'-17'_7" 119 C 17'-i'7 1„ 331 G 19'-T'9 2„ 12D C 19'-2"9,_2 32 20 E 23�24'-1 33q g' FFSSIg1r� 15'-2' 19 14'_3„ 17 14'-3•' 29 17'-2" 18 C 17.'-16 9 337 G 16'E 6 6" 120 C 16'-6 331 G 18'-018'-0' 121 C 8 0" 321 G 211123'-2' 20 E 21_122 7 343 H 9 �� K � i ° J B'-0" 8' 14-3 19 B 13'-10 29 G 1T-2' 20 E 17-0 31 G 21-10. 23 7 7„ 9' C 13'-613 1 330 G 6,-3" 121 15'-65_6 120 C 15'-G'�5 2 331 G 17'' ,_p„ 121 17_p � ,� J S 5885 LL �- 13-6' 19 12'_g" 17 12'-9" 30 15.11. 1g E 15' '_1" 332 G 14'_9'4 9" 121 E 14'-9'4-0" 332 G 16-116'_1" 121 E 16-1151�" 332 G 19=9'9_9„ 3 U) V-10" (CL 0 8'_2" 0 C 11''-181"1 1'-4' 313 1 G 1144''_-811""4'_1 1129 E 1144''-_611""3'_g' 33232GG 1143'--1�3-6 121EE 143'--61133_-B2 33322 Gj 1154''_4g'1"5 4'-.y4" 11 922 22 E 1154'-91'4-9 323 3 H 19'_.p1" 9'-0" 212 4 E 19_p1.8-6" 353 5 I 12' OF CA.UF� . 06-23-16 J FREESTANDING ATTACHED FREESTANDING �'i FREESTANDING ATTACHED FREESTANDING ATTACHED MA1LP05T FYG. MIN. �o r gTTACHED FREESTANDING ATTACHED Mgx,ppST FTG. MIN. MAx.CING FTG. MIN. MAX.P05T FTG. MIN. MAx.POST FTG. MIN. DURALUM MAx.COI. 5r MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FfG. MIN. MAX.POST FfG. MIN. TYPE (SPAt.� '(1) TYPE (SPA'Y) (i) TYPE F < SPACING o MAX.POST FfG. MIN. TMpE (gp;,N) (1) TYFE (SCAN) (1) TYPE (SPAN) It) 35 I IAPMO 0195 ON SLAB �� SPACING PN.) POST SPACING (IN.) FOST SPACING (IN.) TYFE S(SFFN) ((i)) TYFE S(SFAi4) POST SPACING (IN.) FORT SPACING ON.) POST SPACING29PA2CING ,IN.) POST SPACING (IN.) PO o5' 12L 13) P (SFANJ (1J TYPE (SPAN) (1) TYPE (SPAN) (I) 19 T+ 29'2T_g" 37 K 13'-7'_ 5' B 17'-0' 31 H 21'•4" 20 B 20'_7" 3a I-'I 20•-4" 20 B 19'_8" 34 H 22'-4" 20 C 21'_6" 35 I 28'_9" 22 4 6, 0 1T-8" 19 C 1g•$" 34 H 26'-3" 23 A{B APPROVPL N 9'-�9"� 6' T.. 111976_'-1 1112 7' 15_2" 7B _ 18-1 21 ;7� 3 1620 42 30 17_2" 19 17-1' 3 4 B 14' 1 " 9 2 6'3, 3 8, 8• 20 C 2 -0 22011 BC CC 1119T6_-�T6118'65",''-_-p7g„„' 33333103 33 2 GGG H 211098'_,_212p"81D"'7-,-'14-0B"'' 11192292 112 CC' 21109g'_'-0B21""1"67,_'-21"' 33322313 33 GGG HH 222643''__'8-822""2"4 2'-0'-9"'22200212 34 EE 222g43'_- 789'' 16•_1' 32 ° 1&-6" 18 13,-6" 30 16'_3" 1g E 16'-�'S'�" 332 G 15'-65'_3„ 122 C 15'-G"4 8 332 G 1T-0'6'_8" 122 E 1T_p" g2 G 21'-Z�,_5" 224 E 1 10_g" 334 HH 10 T-7" 9' 13'-3" 21 C 12'-9' 30 G 16'-0" 22 G 15'-10' 23 E 15'-3" 32 G 20'-0" 25 E 19-8" 34 LL G t4•-6" 22 E 14'_p" 31 I 11, (n 6'-10" 10' 12'_y" 18 C 12'-912-1' 330 G 15�'S'_2" 122 E 15'�'q'_7" 311 12'-7" 21 G 15'-2" 23 E• 14'-7" 32 H 19'-6" 25 E 18'-9" 34 ° �-• 6'-2' 11' C 11'-7" 30 G 14'-6" 23 E 14'-0" 32 G 13'-10' 23 E 12'-2" 19 12'-2" 31 14'-B" 20 14'-8" 32 14'-1" 19 0 12'-0" 21 G 14'-6" 23 E 14 0" 32 18'8" 26 E 18-D" 34 T „ 10 20 E 14'-113'A" 332 G H 13-013'-3" 223 E 13'-6'2 9.' 332 14 9" 20 14'_g" 33 19'-0' 22 19'-0'. 35 5 5'-8 12' 11'{" 22 C 11'-1' 31 REVISIONS g FREESTANDING �" tlA°I °"E "��'� ) s ATTACHED FREESTANDING ATTACHED i 3 FREESTANDING ATTACHED FREESTANDING MAx.P05T FTG. MIN. j o r gTTACHED FREESTANDING ATTACHED NWx.POST FTG. MIN. NAx.POST FTG. MIN. MAx.POST FTG. MIN. 3 NNX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FTG. MIN. TYPE (SPAN) (1) TYPE r MAx.COL. pST FYG. MIN MAX.POST FTG. MIN. MAXPOST FTG. MIN. TYPE ISPAI•!) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) SPACING So SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) TYPE S(PCG ((M) TPVOSE S(PCG ("') TYPE S(PCAINNG ("') POST SPACING (IN.) POST SPACING (IN.) POST SPACING 9N.) PCOST 28pAgCING 371 PV 5' ON SLAB �+ (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (1) 32 22'-4" 35 I 29' 20'-4" I 1'-10' 21 C 0'-10' 36 K 28'-2" 23 E 6'-10' 39 45 JOBA 1610T1 j 4 NI-z+•1B A 17'-3' 20 C 19'_1" 36 I 25'-9" 24 onre 17'-7" C 1T-8" 35 I 23-10' 25 E 22-9" 37 K DRAWNUY AT C 6'-10' 34 H 17'-0" 22 C 16'-2'• 33 H 18'-6" 23 19 17'_3" 22'-921-3 337 I K B' 14'_3" 19 B 14'-1" 31 G 1T-2" 20 C 1T-OS 10 334 G H 18 5'-10" 222 16 P1 E 16'-B" 32 G 21'-1 23 E 21'-6"0_1 336 H K 9 LATTICE COVERS ATTACHED a 21 C 13'-1" 32 16'-T 23 31 G 1T-0" z 16'-0" 32 G 15'-6" 20 C 15'-3° 34 H 1 D' &FREESTANDING 16'-0" 24 15'-7" 32q 91-1 13'-0' 22 12'-4' 32 31 16'-1" 21 15'-1 E 19'-1" 36 I BEAM SPANS, ; 13'_7" 31 ° 12'-9" 20 12'-7" 30 G 15'-04'-10' 224 E 15'- 2' 333 G H 14 9 4_2, 223 15'-2" 3 19'-9" 23 E 19'-fig 2 335 I 11 10 PSF L.L,11D-130 MPH j U) 6'-10" 10' 12'-3' 22 C 11'-9' 31 E 13'-0" 31 G 14'-10" 24 14'-2" 33 H 19'-1" 27 \1- s IL 6'2" 11' '3" 331 G q'_2 224 E 14'-6 3 7" 332 H G 14 1'3'-7" 224 3'-10" 32 14'- 35 I 12' V 3 0 11 9 23 �j 13'_7'r 24 E 13'_p" 32 H 13,_p„ 24 E 12'_0„ 32 G 14'_2'1 25 e 2D 11'-6" 31 14'-1" 22 13'-1 " 32 13'-6" 21 13'-3" 32 H 14,_g" 22 E 14'-6'3 7„ 332 .r.. 5' 8"' 12' 11'$11'_z� �3 C 10'-9' 31 BS OPR siEEfS ----------- -------- - ------------------ ---------- -....... -Z,1 L ..... ...... ........... ........ ... . c:) CIA c:) ATTACHED&FREESTANDING LATTICE COVERS c:) C5 L6 " CIA 10 PSF LIVE LOAD 110,120,130 MPH-EXP.B&C Ul m vim), < c:56 DBL.3lx&W.042" BEAM C) 'qr p 0 < VVI DBL.12 GA-STL.INSERT U) 0 X- cm - . Yz hu ATTACHED FREESTANDING > c:) p s G. IN. C 2 SPACING 5 SPACING (IN.) POST SPACING MAx.c0L ti POST C=' CL ON SLAB 'AN) (2).(3) c') U) '6 C) U) 15 13'-7" 0 E 3Z-03"l-_2 c! cr) O 29'-2 29" 6' b' 29--2' E 28�6 v 11.27-ml" 20 E ja 35 71 91-91, f, 27--1" 22 'Wm3- 20 3 21 2T- U- s 5885 U) 0- c:p 29-8'qn, 6 J 12' OF CAL\F 06-23-16 ATTACHEDFREESTANDING POST FTG. MIN. MPx.POST FFG. MIN. SPACINGIN. PC m-e (IN.} P R9 DURALUM ON TYPE (SPAN) - (2).L3) (SPA ) () 32'-n- E 32'00 1-3"-368 K 5, 1APM0 0195 O 13- zu 29'-2 41 37 35 1 K 6' 27'1" 7' 7- E 'it E B" 25' 2-3' 4'-V 23--135 7'-7" 9 '-IU t 2 '-0" 5 ILL 22'-B" 2Z-8" 35 ci) V-101, 10' 2'mB" 26 E 3 0- 27 E 2`11-8 335 U-2" 26 O 23 2V-8!1 36 K 12' 5'-8" 12' 2 E 20,Z' 35 REVISIONS ATTACHED MAX-COL 11� MAXPOST FTa M11 p ST G. MIN. PACING p SPACINGIN. POST V9 ON SLAB TYPE . I ,% TYPE 5 (Z).(3) 32'-D" 5' 13l-7" 32'- E 2V-4 4JOB# Isimt zz E 29 6' M 27- 36 7' AT 7 27'-l"" DMWN gy Gm 2 Big, ' 25'- 7 91 LATTICE COVERS ATTACHED I K T-T' 9' -m FREESTANDING LL &FREEST) U) 6'-10" 10- E —0.'10 K lo' BEAM SPANS, i 10 PSF L.L,110-130 MPH 2 '-8" ill _ , 6 K Q 20,-s- 36 J 12! 20'-B" 24 E 19.-1 1 1, 35 51-8111 12, 2V 28 SH----,-36 i - N I QC'r ADHESNE FOAM CORE J N (NOTE 2d) L) (NOTE 20 LL Z w U m GENERAL NOTES AND SPECAFICAnoNs THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON EXTERIOR FACE ./+w o Z RESIDENTIAL PATIOS AS REGULATED BY APPENOLC I OF THE 2073 CALIFORNIA BUILDING CODE (NOTE 26) j N (CSC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS ' AS REGULATED By TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE \ U y K u m Z 2) MATERIALS: ADHEBNE INTEERIOR FACE LL 'g a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS 4-0 (NOTE 2d) (NOTE 2a) �Qd ZO z D- Z FOR 310541254,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN NOMINAL Z. ¢N It O O Q N IN THE APPROPRIATE N-LOWABLE SPAN TABU E•THE UNEXPOSEDSIDEOFTHE INTERIOR \\ L�GTM o N U a a LL o METAL SKIN SHALL HAVER BONDING MATERIAL CAMPATISLEWITHTI'IEADHESIVE DEFINED I \� (SEE ALLOWABLE U O IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN \ \ ® SPAN TABLE) THE QUALITY CONTROL SYSTEMS MANUAL ® \ - PANEL INTERIOR DETAIL o 5) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS / \\\ MS Q LU m FOR 3705-H254.OR BETTER ALLOY AND TEMPI THICKNESS OFSKIN SHALL BE AGFUOR G \\\\ ZFQ o IN THE APPROPRIATE ALLOWABLE SPAN TABLE THEUNEXPOSITHED THE OFTHEVE DEFINED \ \ �EXTF�t10R SKIN 0Z METAL SKIN SHALL HAVEABONDING MATERIAL COMPATBLEWm7THE ADHESIVE IFIED IN 0 \ \ U U \ \ g IN 2d PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER SPECIFIED IN LTHICKNESS < \ \ _ ,• J THE DUAUTl CONTROL SYSTEMS MANUAL (SEE ALLOWABLE SIM \ '^: SPAN TABLE) \ \ U ° �) THE FOAM CORE SHALL BE AS DEFINED BELOW AND RAVING A NOMINAL DENSITY AS \ SHOWN IN THE ALLOWABLE SPAN TABLE: FAN BEAM 1) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE OF OPTIONAL ON 4'-0" \ °ee ° ~ < K x SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE DUALITY SYSTEMS ( - w MANUAL THE FOAM SHALL MEETTHE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE P TYPICAL HCD INTERIOR SKIN SECTION 003.7.1 OFTiE2013 CBC.THE FOAM PLASTIC IS CLASSIFlFD AS TYPE IX FBH INSIGNIA FOAM IN ACCORDANCE WNH ASTM C578. LOCATIONS Y TYPICAL HCD f y a d) TIIECOMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER FBH INSIGNIA © ^ z m w LOCATIONS PANEL EDGE DETAIL / � w w THE CO M!i50 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS w ''a r COMPANY,AND RECOGNIZED UNDER ICC ES ESR-1023,ORIECIALT CHEMICAL TYPICAL ROOF PANEL PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEM ECOMPANI' N7S AND RECOGNIZED UNDER ICC ES ESR-1140.THE ADHESIVE IS A CLASS 2• g STRUCTURAL ADHESIVE,UNDER ICC ES AC05. < 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION SHIPMENT THAT OMT)MPONEMS PROVIDED WDHIP7 THE SHIPMEW CONFORM TO C NLI. ENGINEERING, INC WITH EACH L rl THE APPLICABLE SPECIFICATIONS)AND/OR DEFINITON(S)OUT E. LINED ABOVE - $ _4) THE MAXIMUM ALLOWABLE SPAN.FOR A GIVEN APPLIED LOAD SHALL NDT EXCEED THE SPAN APPROVED FACTORY BUILT ROUSING, � 3 g PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD- LE EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT r�L These plans, specifications and installation � �� . PFJiA4TrTED. �pANEL- I' EJOINrs. 1-0,oeD ',{I _,C/�� requirements, have been approved pursuant to s<o� 5) PANELS.SHALL BE CONTINUOUS IN DIRECTION OF SPAN WITH NO TRANSVERSE ?aiW Division 13, Part W.I T� Health and safety Code, +- g) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM606&T5 00934il--D-OSS4 and regulations adopted thereto. R a ll o�5n SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS ORSTRUCTURAL PLANS ° t„� 33 APPROVED BY THE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM vea t Approval herein does not authorize or approve THAT SAID PLANS ARE INTENDED FOR USE WITi THE DESIRED PANEL LOADS AND SPANS FOR Ipppppp 0.0800 any omis5ons or deviation fmm state laws Of c EACH SPECIFIC PROJECT, - ° is°� 1'�00 Rp.p200 Valid IOC31 ordinances. z 7) ALL PANEL EDGES SHALL BE SHE IN ALUMINUM SECTIONS. ALL INTERFACES BETVEEN THE ,se.M°.e°° °Y °°Pee °es I R0.020D ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SFAIANT. .e°e .,d° eeee.".: .g - This plan 15 approved as a building component 3 9 E g B) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL ORALUMINIZED.HOT-DIP GALVANIZED OR e° e -�-3� andJor building systems, and is applicable ally Bg . , w ELECTROGALVANIZED STEEL to the Design Conditions d5 shown On the plangqs�� $ F 9 ENT OF HOUSING INSIGNIA AND MANUFACNRER'S © G'ry1�- ¢.p�17i�.r1 0 P=FeN�tvledel a = S) AN IDENTIFICATION DECAL WITH DEPARTM OFT FOAM EDGES ON THE FOAM CORE OF royal No. - 8 IDFNnFlCATION NUMBER SHALL BE LOCATEDATANY Plan App EACH PANEL MAR 2.3 NIS m k7proval Date 10) FASTENERS SHALL BE*14SELF-TAPPING SMS,AND 7'O.D.,SEAL WASHER WITH NEOPRENE ^ E,Djrg m 00 rr FAN BAM DETAIL l LL}�SL6i]5 (y J s INSERT.THE FASTENER LENGTH WILL 8E 1'LONGER THIAN THE PANEL WIDTH.ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 60B3-T6 AND O.D52 INCHES RE SPECTIVELY• I4TS 77) STRUCNRES INCLUDEDWmIIN THIS PACKAGE SHALL NOT BE ATTACHED TO'SINGLE COAT SNCCO SYSTEMS. 72) SNOW LOADS PRESENTED WI THIN THESE PLANS ARE'EQLIIVALENi'UNIFORM SNOW LOADS. CO CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMBED TO, I R�L0:EaS(}A' ��wri�'G� GiiG DRIFTING AND SLIDING SNOW- C 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT OR OR THE FACTORY BUIONTAIN ORIGINAL SEAL LT HOUSING r`.J GTE m SIGNATURE(IN BLUE INK)BYTNE ENGINEER OF RECORD(E ) _ W w APPROVAL STAMP. r3 - m EXP 2077 * _ 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO a MEET THE CONDITIONS OF ACCEPTANCE FORA"CLASS B'RATING. \ ml 15) UPILESSOTHERWISENOTEDTHESCOPEOFTHISDRAWINGPACKAGEISLIMITEDToTHE Jq tructuta��e STRUCTUTHERWIRAL ECTSOF .SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS,IN CWDING - OFCAT-'�O DOCUMENT Hp6 FIRE SAFETY PROVISIONS.OFTHE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE _ WET SIGNED ADDRESSED BY THE MANUFACiURERANDIOR CONTRACTOR. SEE NOTEI3 A EMBOSSED CORPORATE SEAL I TO BE TO THE TION OF ONE(1) LING FAN PER J6) CONSIDERATION HAS GIVEN WEIGHTOFSOPOUNDS.1THEREFORE,THEAILLOWABIELOADSDE ��.ImInniIiTTFD.PLAN#IS:807008 CA-LRP-3220 _...-. ,. a .,.-�.a ___ i<tii�.ilii<-::.�:d r..NNC.':�i�iNV::iiiCv ti{-ii�K -h:tiiiS•:-:i •tii•:'-:: - . N D aLL O O J 2 N N NOTES: ru -J CV i APPENDM CHAPfERH OF THE U E] n Um • f 1)fz)Es) (1) -ROOF PANELS ARE INTENDED FOR USE WTrH A PATI AEN DD c�ji� R I OF THE 2913 CALIFORNIA LL Z - CHAPTER I OFTHE 2012 OR 2009.INTERNATIO`HOADLfU3LDING CODES, Allowable.S an Table and U lift Fastener S aCln 2012 OR 2009 INTERNATIONAL RESIDENTIAL o Minimum and BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL CODE. m 3.0 inch-0.032"-20 d EPS-0.032" Ashland a PR Lire f HpesiBEIS pnhesive-Nr1THOUT FAN BEAM INSERT Slope(Per Foot Z q5 ¢ 50 psf 55 Psf of Pro edian f`I -THE APPLIED PRESSURE QAOD CONSIDERATION SHALL SUCHAS DRIFTING ANp SLID NG SNOW. S a e 25 psf 30 psf 35 W 40 psf P - -EQUIVALENT'Loading Typ 10 15 psf 20 p¢ 3 8" foot PRESENTED IN THE CODE AND SITE SPECIFIC SURE,CONDITIONSLOAD COMBINATIONS 4 a O 4 � Z AFTER DETERMINATION OF THE APPLIED PR CALCULATED PRESS THE URE FORLE EALL LOA 15 OMBIN COMBINATIONS 11 2 J < ¢ Uve 18'-0" 7`-6^ 6 9" n/a FOR EACH IDAD TYPE USING THE GREATEST EL 19'-9" 16i-4" 14--1" 121_7" 11'_4" 9'-0" T 2" 6'-5" 5'-IU" Wind tj a SO'-7" 9'-1" B•_D" 5'-1D° 1 2" foot FOR EACNCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH OF THE FOUR 4 Z Q Q O O C,C o 12'-D" 7,_2• 6'-5" LWHICH OAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR FArJi OF THE 4 LOAD TYPES SHALL K Wind Davnward) 18-0° 15-3"_ USED FOR THE PROPOSED APPLICATION. ( 12'8" BETHE^ALLOWABLE SPYW" Snow THE MAXIMUM EAVE pRO1ECTION OF THE ROOF SYSTEM IS 24-INCHES. Z O 4 q" 3" 3„ 3n -UNLESS OTHERWISE NOTED, O o 7 4THE U) o Fa¢ener Spadng i31 11" 8" S' S" rn p N far UPiift Wlnd Loads (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPEMTURE DIFFERENTIAL BETWEEN THETWO Q Ill m SKINS OF 10 DEGREES FAHRENHEIT' 2 ¢ q GTH (6) c AIIoWableS an Table and U lift Fa5te0er5 acin g FASTENERS SFIALL BE 145MS WITH LONG O.D.PLATE WASHER AND NEOPRENEINSERT. LENRSH LL ¢ RESPECTIVELY. THE FASTENERS HAVE U-- Z M nimum Panel FASTENER SHALL BE AT LEAST 1 INCH LONGERTHAN--,ES PANELT}iI�C SE`'-5'A ALTO OF SAFETY J and haaTHICKNESS OF HEADER SHALL BE 6063-T6 AND O.OQ INC , ERTO THE SUPPORTING Q -� q,25 inch-0.032"-2.0 cf EPS-0.032" shland r Rohm for Oesigndhesive-WITNOUT FAN BEAM INSERT Slope(Per Faot A pULL-THROUGH rAPACCfY OF 110 LBS FOR THE SPECIFIED FASTEN. U 40 P¢ 45 psf 50 Psf 55 psf of Pm ed'Jan(") OF 3.0, CAPACITY OF FASTENER AND f THISCONN EDON E THE FASTEN Loadin9 TYPO 10 Psf 15 Psf 20 P¢ 25 P?f 30 P¢ 35 psf ,. . 3/8"/foot STRUC)URE IS OUTSIDE THE SCOPE OF THIS FNGINEERINON ONLY. INCREASED SLOPES WILL BE 18'-3" 13'_3" 12'-9" n a SUCH D MULLION$OR FLASHING,CAN INCREASE Live 22-11" 15`_4" 14'-6" 13'-1D" n/a (4) MINIMUM PANEL SLOPES ARE BASED ON SUCHPANE S 14ULLIFLEC 19'-2" 17'-6" 16'-4" 13' 6" 13•_0" 12'-6" REQUIRED WHERE PANELIRREGULARITIES © f Wind ar 14'-11" 14'-2" 11'-8" 1 2" foot pONDING CAUSED BY IRREGULARI71E5IN THE WATER FLOW PATH LOADS(AS ai U Wind DDWOWaN 22"-11 20'-1" 18'-3" 16'-10" 15 3^ 14'-5" 13'-7" 12'-SO" 12'-2' AL FAN BEAM ARE SUBIECrTD MAINTENANCE4 a Snow 17'-7" 16'-3" (y� WHEN PANELS WTrHOIJT AN INTERN .o 3" 2" DEFNED IN THE CODE),MAXIMUMOSRPATI]rypICAT�EDMIfNTED�E SPAN TABLE,WH WHICHEVER is LESS. Fastener Spadng U, 7" 5" 5' 4 3" 3" 3 FOR 425-INCH AND 6-INCH, 10'• TO 23'-0"FORTHE 3-INCH AND 4.25-INCH OR THAT w m w for Uplift Wind Loads WHEN PANELS WITH UM SPAN SHALL BE LIMITED M ARE SUBIECTTO MN AND LOADS(AS DEFINED I m m . THE CODE),MAXI WHICHEVER IS LESS. U N 8 INDICATED IN THE SPAN TABLE, (v)(2)(s) I ED THEY AR wp G O w 0 ^s Allowable S an Table and U lift Fastener S acid (6) THICKER PANEL CONFIGURATIONSND THE ABOVE SPAN LIMITAT10N5 ARE FOLLOWED. EXTRAPOlAT1O2 MANUFACTURED NUT0 Minimum Panel SAME COMPONENTS, ga u 3.0 inch 0.032"-2.0 EPS-0.032" Ashland l ed Pres+ure for peso dhesive-wITTI FAN BEAM INSERT SIOPe(Per Fcot LONGER SPANS IS PROHIBITED. 40 P¢ 45 P¢ Sd Psf SS psf 30 p¢ 35 p¢ ,. of Pro'edion c") g " Loa in TYPe 10 15 psf 20 psf 25 P¢ 3 8" foot - ^ C.M.I. ENGINEERING, INC.ING $ Uve 19._10. 15'-8" 12' 1• 11'-6" 11'-p• 1D'-,7" n a Wind ll ar 2L°-2" 18'-0" 16'-0" 14_s" 3,_6" 12'g• 12'-0" 11'_5" 1p'_ll" 10'-6" 1 z• foot RY 3411!'i HOUSING; ? IW_10- 17':a^ 15'-81 u'-6• lr_D" lD'-6° lD'-2" APPROVED FACTO Wind(Davnward) 14'-31" 13'-9" 12'-11" ! °'•8 IZI 0 Sn 3„ 3" awzm - Fa g!� T• 5" 4" 4' lxtese plans, specifications and installation requirements, have been approved pursuant to Fad_ s for Uplift Wind Loads Part r� g Wealth and Safety Code, Division 13, o"s a a)a>(s)3 (6) Ind regulations adopted thereto. Allowable S an Table and U lift Fastener S acin Mnimum Pand Approval herei)i-(foes not authorize Or approve $ 4.25 inch-0.032"-2.0 d EPS-O.O3T' Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT, Slope(Per Foot p lied Pressure for Desi n Sny 0mis5ion5 Or d�QVf��atl.'"}1Y frOn, state IaWS Of 10 psf psf 25 Psf 30 p¢ 35 P¢ 40 p¢ - 45 P¢ 50 Psf 55 P of Pro ed]an('1 hud local Ol' )E nce5 Loadin9 TYPe 15 f 20 P6f 3 8" foot a B 13•_z°; n a This plan is appfoved as a building component d a 2 Live z3'-D" D/3 s applicable only '� o 18`-4° 17'_g^ 15-11 14`_4" 13'_g^ 20�-0" 15'-5" 14'-6"- 13'-B" 13'-0" iz•-5+. pnd/or Guildir' Sy5ted19, and is Wind U ard 21'-3" 19'-3" 1T-4" 16'-7" 11• 2" foot [O the DETi�t1 Utiditietis as shown on the plans. o o E Wind(DownwaMJ 23'-0" 17'-11" 16'-2" 14-10 12'-11"• 12'-3" �..7� ' _ snow . I Odel 2„ 2` elan ApprdL`dl% rD�.P-.. Fast erSpadn9nl W, 5" 4" 4" 3 UApprecaf pate for Uplift WI Loads S a E Allowable 5 n Table(1)(2)Ca)(s7 l a 6-inch,0.032" 0.032" l minim Panel A plied Pressure for Design 55 p� f Slope(Per Foot CIO Q�aOFFb:SYG,VT` g Loading Type SO psf15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf ls of Protection)(') I 3_0 23' D,' .';'r, - 16-7" 15 10" n a LO 9 2 6 Live 2 • _ 19,_1D 1H._7" 17._6,� c rV F -3 7 23' 0" 23 0' 23'-0" 22 9 21'-1 16-1 15'�IS" n a Wind Uowald 21_8" 1T-11" 16'-11° WInd Dowmvard 23-0° 16'-0° 15_p 14'-5" 13'i9" 4/8" r foot ru - 37, 77 22' 2" 20'-0" 18'-5' 171_1" w {r $ Snow 1 t o \ d THE B-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT. _ _ i 11Ct11ta Tf�UF CAMEO pp - - WET SIGNED DOCUMENT HAS 4 • ti `` BEENOTE13 ® EMBOSSED CnRpORATESEAL _- r, .. upc RFFN SUBMITTED• PLAN#IS:807008 CA-LRP-3220