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PMT16-02096 City of Menifee Permit No.: PMT16-02096 _ 29714 HAUN RD. 'CACCEL/_> MENIFEE, CA 92586 Type: Residential Addition MENIFEE Date Issued: 07/05/2016 PERMIT Site Address: 30581 LAKE POINT DR, MENIFEE,CA Parcel Number: 364-063-008 92584 Construction Cost: $2,908.00 Existing Use: 1 &2 Family Residence Proposed use: Description of INSTALL 226 SF SOLID ALUMAWOOD PATIO COVER WITH 2 FANS, 1 GFI OUTLET Work: Owner Contractor JAMES BRUNMIER GUTTERS N COVERS CONSTRUCTION INC 30581 LAKE POINT DRIVE 19069 VAN BUERN BOULEVARD#114 MENIFEE, CA 92584 RIVERSIDE, CA 92508 Applicant Phone: 9516728022 REBECCA HALL License Number: 945962 19069 VAN BUERN BOULEVARD#114 RIVERSIDE, CA 92508 Fee Description QtV Amount($) Receptacle, Switch,Outlet&Fixture 3 126.00 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 6.30 $300.95 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 building 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_Bldg_Permil Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects 1 hereby affirm under penalty of perjury that I am under provisions of with a licensed contractors)pursuantto the Contractors State License law). Chapter9(commencing with section 7000)of Division 3 of the Business and D I am exemptfrom Iicensure underthe Contractor's State License Law for Professions Code and my license is in full force and effect. the following reason: License Class I e e T.�11�e7C 2 By my signature below l acknowledge that,except for my personal residence Expire Signature in which I must have resided for at least one year prior to completion of f(-30-1 improvements covered by this 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 I 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 worker's 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 whichww%v,leefnfo.ca.zov/calaw.htmi. this permit is issued. Policy# Date 04,have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the following:I am the property this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act an the property owner's behalf.I have read this number are: application and the information I have provided is correct.I agree to comply with all applicable city and county ordinances and state laws relating to Carrier nuln I)`I�_�)O n building construction.I authorize representatives of this city or county to Policy#SWC to fir 1&0 L. Expires "I 23•%Q 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# worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the worker's comp nsation provisions of Section 3700 of the Labor Code,I shall f ith c I Nith those provisions. Will the applicant or future building occupant handle hazardous material or a - _�� i mixture containing a hazardous material equal to orgreater that the Applicant Date IG 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 forguidelines CONSTRUCTION LENDING AGENCY D Yes'bNo 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) D Yes_&No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements underthe State of California Health&Safety Code,Section 25505 and 25534 concerning Contractor's License Law for the reason(s)indicated below by the hazardous material rg ort'ng. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 o No 1f/ _ Business and Professions Code).Any city or county that requires a permitto Date (0 construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER Olil'AUTZRIZED 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 Contractor's State EPA RENOVATION,REPAIR AND PAINTING(RRP) License Law(Chapter 9(commencing with Section 7000)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 licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Anyviolation 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 0 1,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.eoa.eov/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 Contractor's 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. D No EPA Lead-Safe Certified Firm is required for this project because: ❑I,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractor's 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 i SAFETY PERMIT/PLAN CHECK • s • APPLICATION FtK Menifee DATE 11511to PERMIT/PLAN CHECK NUMBER TYPE: []COMMERCIAL A ESIDENTIAL ❑MULTI-FAMILY ❑MOBILEHOME ❑POOL/SPA ❑SIGN SUBTYPE: ❑ADDITION ❑ALTERATION ❑DEMOLITION ❑ELECTRICAL []MECHANICAL TGNEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK C7 �� l-' PROJECTADDRESS 9256'6 ASSESSOR'S PARCEL NUMBER - Qj LOT TRACT OWNER NAME ,, ADDRESS 0%15 1 p Y 9VOZ4 Building & Satet Dept. PHONE "' EMAIL JUL16 APPLICANT NAME ` C n ('-Q ADDRESS Rn ��// _ eceiv d PHONE LW ,-L?, EMAIL CONTRACTOR'S NAME 'E�tea(\ ' ('r` OWNER BUILDER? ❑YES O BUSINESS NAME Q ADDRESS �Suoc� �jw\ er\ PHONE 9 ,:;1 07 EMAIL CONTRACTOR'S STATE LIC NUMBER 9(451Z LICENSE CLASSIFICATION VALUATION$ V02I SQ FT ,22,p L SQ FT APPLICANT'S SIGNATURE DATE CITYSTAFF USE ONLY DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP 71-INVOICE PAID AMOUNT �j,�, q AMOUNT :tO• IS 0CASH 0CHECK# OCREDIT CARD VISA/MC PLAN CHECK FEES PAIDAMOUNT 0CASH OCHECK# 0CREDIT CARD VISA/MC OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777 www.cityo finenifee.us Inspection Request Line 951-246-6213 J D \J� U e u- LEDGER & TRAG ISPEGTION REQUI E�_ City of Men fee Building is Safe y Dept. JUL 0 5 016 Reccdked CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL \ 1V REVIEWED BY DATE j 'A rova!of these plans shall not be sionsrued to be a of the fede �state or city n approval of,anyviolation o ny P this elegy Ian must he kept on the 12 I �regulations and old'nanc lohsite until completiorj 4'= FNJ Jc�w 3f\,�w,-�e v A ®GER & TRACK N i PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. INSPECTION REQUI O � � o w rn cYD DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE' of GENERAL NOTES: CBC/IBC EQUIVALENT CRCIIRC cl)� U GOVERNING CODES: RESIOENTIALAPPLICATION6-CRC ANDIRC APPENDIX H.CBC AND IBC CHAPTER I6,CBC& WIND SPEED O O 1. ZHEVDESIGNOFA2015 INTERNATIONAL ESTAND NDI DEM COVERS IAL SHOWN HO 2013 THIS RCALIFOEPORT NIA COMPLY AND WTIHTME ROOF LIVE ISC DAN°SNIX �OWLOAOS:10,20,25.30.40&50 PSE 1. (SNOW LOADS AT GROUND VNND SPEED w � RESIDENTIAL CODES,ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25,30.40&50 Psi) 11D MPH 85 MPH w AND THE 2015 ALUMINUM DESIGN MANUALCD -ADM.COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIALAPPUCATIONS-CBC AND IBC CHAPTER I6. 120 MPH 93 MPH Q Z LO ACCORDANCE WITH 2O1220151RC AND 2013 CRC SECTION AHIO5.2 FOR 10 PSI RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS:20,25,30,40850 psF.(SNOW LOADS GROUND LEVEL O AND ACI 318-14 FOR 20.25 AND 30 psT RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25,30,40&50 psO 130 MPH 1O7 MPH DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: CD U) O 2.AL (ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE; SEE CONVERSION METHOD,THIS PAGE, N 2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1.TABULATED SPANS FOR SNOW LOADS .EXPOSURESB PAVE BEEN AND APPLICATIONS. FOR APPLICATION AND USE. CW 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS:110,120,130 MPH,EXPOSURES BANG C. MANUFACTURER DESIGN LOADS AND ENCLOSABNJTY. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:II,11. 4.THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE.UNLESS OTHERWISE 4. SEISMIC BASE SHEAR:I7 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. SITE DESIGN PARAMETERS: NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE S. SEISMIC DESIGN PARAMETERS �. AND DIRECTTHE WORKAND SHALL BE SOLELY RESPONSIBLE FORALL CONSTRUCTION MEANS,METHODS, SITE CLASS:D FrROOF1 QRDFESS IQVq� TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:0 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPTAT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS:Se=1.50,Si=D.6,S,.=7.o,Bo 0.50 �;�/` AVAILASLETO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR,R:1.25 -[ �q SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. DAA.B NDNGH HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20 �� "lG$� 7 CHANGE ORDER G...�`�� ❑ S 5885 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. B.LEAST BUILDING WIDTH OF MAIN STRUCURE:30' 3 1. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL.UNDISTURBED SOIL OR CERTIFIED FILL C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:IOXID' a.ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 EXPOSURE: 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9.AMAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON ANDTE TO THE LOCAL AUTHORITY HAVING JURISDICTION `3(, EXISTING OR NEW CONRETE SLABS. MAY OF CAO 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMFI3CIALAPPLICATONSAND RESIDENTIAL TI1E pERTO1NEF�iT SITES ECI IC STRUCTURAL COMPONENTS LOCATED JURISDICTION IAPMO-CLUDESTELD OAD: CARPORTS. SUBMISSION FOR A 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. FOLLOWING INEPORT. T MIINFROMUM. EVALUATION REPORTILDING PERMIT MUST INCLUDE 06-23-16 DESIGN CONSIDERATIONS: A.TITLE SHEET COGENERALNOTES. 11.MINIMUM ROOF SLOPE FOR SQLID ROOF PANELS:IM INCH PER FOOT. B.STRUCTURAL CONFIGURATION Q.e..SOLID OR LATTICE ROOF,FREESTANDING E ATTACHED). 12.MINIMUM COVERPROJECTIONIS R C.BASED ON THE REQUIRED DESIGN LOADS.SITE-SPECIFIC RAFTER AND/OR PANEL SPAN 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE O.TYPE OF HEADER,POST TYPE BQUAMITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL pURALUfvi EXISTING OVERHANG. SITE-SPECIFIC DESIGN LOADS. ENGINEERING FIRM 14.COVERS ARE DESIGNATED'RIDGED BUILDINGS"AS DEFINED IN ASCE/SEI 7. E.APPROPRIATE STRUCTURAL DETAILS. _ IAPMO 0195 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN F.OTHER DOCUMENTATION THAT MAYBE REQUIRED BY THE LOCAL AUTHORITY HAVING ASCE/SS 7. JURISDICTION. 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES;IN AVE;, {j1FECR7Pf� ACCORDANCEWITH ASCE/SEI 7. SHEETINDEX:-THE RATIO(HIP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,Fn CITY OF CTURA, L L ENGINEERING AHI APPROVAL , o SHALL NOT EXCEED ONE(1). ENT City of Menifee. SHEET# SHEET TITLE/DESCRIPTION 18.THE RATIO(UP).COVER LENGTH(L,Fr.)DIVIDED BY THE COVER PROJECTION OR WIDTH IF,F).SHALL NOT �q�ec [ .4D Building & Safe BE LESS THA14 ONE(1). DESIGN LOADS,GENERAL NOTES BUILDIN�IsR�BWI'b3' ff•-�' ��'"""' T Safety Dept T-0..................TITLE SHEET, MATERIALSPECIFICnnONS: - SH-1.............SOLID PANEL STRUCTURES NEER 76.BEAMS SHALL BE SPLICED OVER EACH INTERIDRCOLUMN SUPPORT. PLAN AP OUSRNKROBEPINKSFSBBS JUL 0 5 2016 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSESHOWN,PROVIDED THEY ARE REGISTERED SH-3..-..-......PANELS SPANS TRIVTICE UWPANEL&FLAT PAN POWTOFCONTACf: A ONTTRAN L WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. -1 \V t 21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,5D0 POUNDS PER SQUARE INCH. ! 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING SH-46.........RAFTER FASTENERS DAT --leCeive _F � PRESSURE IS 20D POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/FTx 2 PER SH-5�.........HEADER BANS FOR OPEN COLUMN /POST TYPES COMMERCIAL&PAT(q ( - TABLE IBD6.Z AND SECTION 1806.3.4. SH-7............HEADERBEAMTYPES,COLUMN/POSTTYPES REV( WED BY = 23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,AND CONFORM TO AS°O GRADE B. SH-8 EXISTING EAVE CONNECTION DETAILS ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 GBO. 4 24.EASTERNERS:ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASTM A-307.ALL BOLTS SHALL SH-9............HANGER CHANNELS AND MOUNTING BRACKETS *Oran HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO REINSTALLED IN SH-10..........COLUMN/POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SShalI llUt he COnstrUed tobeapemut* ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. " B SH-11 ......,,..LATERAL FORCE RESISTING SYSTEM I MIN.NUMBER+ *%Iation of any Provisions 25.THE POST-INSTALLED ANCHLING(S S)O SHEET METAL SCREWTIONDOCUMENTS ISMS)I N CONFORMANCE EWTIH ICC-ESSTRONGTIENsx wTE asca ror 26.ALLSCREWSARESELF DRILLING(SOS)OR SHEET METAL ISMS) CONFORMANCE WITH ICC-ES ESR SH ..........BEAM TO POST&LATTICE TUBE TODTH&FCONNECTIO T roved federal,State keo Rensrons � 1976 OR APPROVED EQUAL d ordinances.This set Of approved plans must be kept On th 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITIi SH ..........BEA TYPES FOR ATTACHED RY WIDTH S0LkL L i RESIDENTIAL ATTACHED PA COVERS ONLY(10 AND 20 PSF). SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING AM 1p Sn 10 130 MPH 28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY N ACCORDANCE wITH SECTION 15os z, SH-15-17.....SOLID COVERS ATTACHED&FREESTANDING BEAM j N,S„L '1 D�Ui f2Li01110-130 MPH EXCEPTION 2. SH-18-20.....SOLID COVERS ATTACHED&FREESTANDING BEAM }AhYS"2D P L SH-21-23.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L.110-130 MPH 161011 WIND SPEED CONVERSION TABLE: STELJOB9 THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. SH-24-30.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L.S.L, I to-130 MPH SH-26-30.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L. 110-130 MPH IATE 06as1e FOR USE WITH THE CRCIIRC,DIVIDE THE REQUIRED CRCIIRC WIND SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L, 110-130 MPH AT SPEED BY .6 SH-34-36,....LATTICE COVERS ATTAC 3 T 0H MWN� t EXAMPLE:CRCIIRC WIND SPEED IS 85 MPH.THE COVER CONSTRUCTION HED&FREESTANDING BEAM SPANS,10 PSF LL,110-130 MP SH-37-38-...-LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L,110-130'MPH �� GM SHALL BE BASED ON 85 MPH=110 MPH. SH-39-40.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH 15 0.6 SH-41-42.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L. 110-130 MPH , SH-4344.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH SOLID PANEL WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE SH-45-46.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L,110-130 MPH STRUCTURES CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL SH-47..........INSULATED ROOF PANEL ATTACHMENT DETAILS t AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-48..........SNOW DRIFT DESIGN i B SLIDING,PER ASCE 7-10,SECTION 7.7 AND 7.B,IS REQUIRED.SEE SH-49..........SPAN REDUCTION FACTOR TABLES ^ _ O SHEETS 49 FOR SPAN REDUCTION FACTORS. SH-50.........ADDITIONAL STATE LICENSURE STAMPS J 1 0OFWSHEETS ji s ------------ - ------ H I J B C 0 E F 0 '�F N O Nco L6 SOLID PANEL STRUCTURES a w ROOF r F Q m + ROOF ATTACHMENT OVERHANG, CO �- OVERHANG, SEE DETAIL A,B&C, OR WOOD,OR U)14 O X ATTACHMENT LE OR WOOD,OR ROOF PANEL SEE TABLES SHEETS ANDS�HOF STRU WALL SEE E ('�11J W I¢i ROOF PANEL SEE TABLES SEE DETAIL A.B&C. g/y NGr OF CONCRETE SHEET FOR ROOF ALL Np CTUREV SHEETS _ ' _ SHEET4 FOR ROOF SHEETS DSNACC IvorTRUOTU WALL SEE PANEL ATTACHMENT TO MIN.0.25"SLOPE PER FT. THE P/�p ECTLESS THq�ES _� U z czn PANELSUPPORTING WALL _ ThE PRJCTCONSTiAANIES SHEETS _ SUPPORTING BEAM. ON Q I HANGER&BEAM. O. O. SIP ' C-� p "O.H"NOT TO EXCEED 25% of z "O.H"NOT TO EXCEED 25% OF ROOF PANEL m OF ROOF PANEL ALLOWABLE SPAN N ALLOWABLE SPAN J� SEE DETAIL 11,SHEET 12 SEE DETAIL II,SHEET I2�/ SEA FOR MANDATORY SPLICE. p�SMSPAN� BEAM-SEETABLES F FOR NNONBEEAM SPLICE AT -� TSp,,NG BEAM-SEETABLES Fx NO EXTERIOR POSTS.M SPLICE AT SEE TA13LFS G FOR POST SPACING �OQQpfK Ryy� EXTERIOR POSTS. ETABC o.H. TABLES cy pN � POSTS,SIZE VARIES fXOEED025O � `�'> POSTS,SIZE VARIES IVOTT SEESHT.II FOR MINIMUM OFBpq % w S5885 SEE SHT.II FOR MINIMUM 25'OFgfCAEM CEEp NUMBER OF REQUIRED COLUMNS _ 3 NUMBER OF REQUIRED COLUMNS ACCoyyAgCESPA 1 ACCpWAgCf SPAN 3112"SLAB ATTACHMENT OF CA0E� 3 112"SLAB ATTACHMENT MAY BE USED MAY BE USED NOTE:NO SPLICEAT EX IOR POSTS WHERE PERMITTED. WHERE PERMITTED. SEE TABLES 06-23-16 SEETABLES NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES - COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES �URALUM 4 TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION IAPM0 0195 TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION MU APPROVAL o 5 ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL CENO'TH OF ST ROOF PANEL SEE TABLES MIN.0.25"SLOPE f NOS OFSTRUC7'URf y ATTACHMENT TO O.H. RUCI L, VA SHEET 4 FOR ROOF PANEL PER FT O.H. ARIES SUPPORTING BEAM. RIES ATTACHMENT TO 9 SUPPORTING BEAM. i O.H. SPA OR Sp AN SPAN - "O.H:'NOT TO EXCEED 25% p "O.H."NOT TO EXCEED 25% OF ROOF PANEL S OF ROOF PANEL o' ALLOWABLE SPAN ALLOWABLE SPAN } REVISIONS S SEE DETAIL 11,SHEET 12 ✓ - SEE DETAIL 11,SHEET 12 SEAM SP BEAM-SEE TABLES r w'E °`up1i10N 3 gFgM FOR MANDATORY SPLICE, POSTSPAN/ FOR POST SPACING = FOR NO BEAM SPLICE AT POST SpAN� BEAM-SEETABLES r NO BEAM SPLICE AT SEE TAg ACING X SEfT E3NG FOR POST SPACING = EXTERIOR POSTS. CES EXTERIOR POSTS. AB a o.H. d POSTS,SIZE VARIES OFS POSTS,SIZE VARIES NOTT N NOT TO N ALLOIZ x OFBSAMA 3V2"SLAB ACLOWABLE SP 4SMJ09 1E-IDr1 " 3 1/2"SLAB''''��II ALL Al NIAY BE USED �AN MAY BE USED I CESPAN TO CONSTRAIN DATE of-zi•+s TO CONSTRAIN }r FOOTING,SEE DAWN V, AT l FOOTING,SEE TABLES TABLES cN CHECKED FOOTINGS a FOOTINGS SEE TABLES NOTE:EACH COMPONENT IS INTER- e SEE TABLES NOTE:EACH COMPONENT 15 INTER- CHANGEABLE WITH ANY OTHER § CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL COMPONTENT UNLESS OTHERWISE SHOWN. STRUCTURES s S TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION TYPE "C" FREESTANDING W/ CANTILEVER OPTION C+u 1OF50SHEETS H D F G A B E C � O n O (O l(D OPEN LATTICE STRUCTURES w m � Q � WALLLEDGEROR cl) V m ROOF OVERHANG, O X RAFTER.SEE TABLES /NG BU/O/NG S EETIL LA,B&C 1 0 W SU SnryG 2 WALL D LOVERHANG,EDGER OR U > ROOF O MAX O.H. /NG SEEDETAILA,BSC, z L0 ,y_25%OF RAPIER O.H. \ SHEETS. RAFTER, O SEE TABLE ¢ O C a�2S p ALLOWSPAN MAX O.H. O (n CD `L,4p /,.�� 25%OFRAFTER O. ' (.0 _ O ALLOWABLE N z � Sp XpF O� SPAN � 'W pOSTSG CW AD/NG MANDATORY BEAM SPICE-SEE ~ �ypFES$IL}yy< DET AIL 12 NDMPIU,m EXTERIOR POSTS ®3 O ,14 k f MANDATORY BEAM SPICE-SEE LENGTH OF STRUCTURE VARIES ;r i DETAIL 11;SHEET 12 �'CEATOQ-� 24 U� S 5885 4?nt POST WITH SIDE PLATS NOBTERIOR POSTS 0 'K S SEE SHT. 11 FOR MINIM EXTERIOR PO5T5 @�' _ 3 ROS3a NUMBER OF REDU Iu11G - - S�TSpq�/ COLUMNS LENGTH OF STRUCTURE VARIES qua ryG S POST WITH SIDE ITS 317 SLAB ATTACHMENT Tr T SEE SHT, 11 FOR MINIMUM MAY BE USED WHERE SF S'.'%V/ NUMBER OF REQUIRED OF CAO1 �S `ROgp�'/ I PERM BED. FT'4S�SG COLUMNS NOTE EACH COMPONENT IS INTER- FT CHANGEABLE WITH ANY OTHER IFS 312'BIAB ATTACHMENT 06-23-16 COMPONTENT UNLESS OTHERWISE SHOWN. NOTE EACH COMPONENT IS INTER- Posse FOOTING WHERE REQUIRED, S TSp 4ry MAY IT USED WHERE BEE TABLES. CHANGEABLE WITH ANY OTHER FFT ci / PERMITTED. NOTE THIS OPEN LATTICE-TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. •�9(FS SEE TABLES MAY NOT BE COVERED. ` NOTE:THIS.OPENE COVERED. STRUCTURE FOOTING MERE REQUIRED, R MAY NET BE COVERED. SEE TABLES. DUI�/'LLUM TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE IT"ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195 AHIAPPRMAL s RAFfEFR.SEET LE SIM 7 AND SPACING RAFTER,SEE TABLE f, MAX O.H. FOR SIZE CING j Pg 25%OF RAFTER O.H. ANO SPA $pF O�ALLOWABLE MAX RAFTER 25%OF ERR SPA ALLOWABLE Spq 25$p�0 SPAN 5 a /ryG i- REVISIONS 'g w ILVe! MlF YEwW�d 1j• �60. 24 w_ �30 Obi N S� SOG LENGTH OF STRUCTURE VARIER VYq�yG 24 Mq,e MANDATORY BEAM SPICE-SEE G OETAILII,SHEETI2 ST CROSSSECTI LENGTH OF STRUCTURE VARIES 4STELJOBR 161W1 NO OEAM SPLICE AT SEE POST OETAI x EXTERIOR POSTS PO MANDATORY BEAM SPICE-SEE POSTCR ECTION. BF2}I6 5 T `YFF 4SlFS A'0 310 SLAB DETANO BEL 11.SHEET 12 EAM SPLI EAT F Sp SEE POST DETAIL, w`TE y� MAY BE USED EXTERIOR POSTS S FT 4C/ DRAWN BY AT NOTE:EACH COMPONENT IS INTER- TO TING.SEE •9e[FSNG 312'BUS. CHANGEABLE WITH ANY OTHER sf y TABLES MACONSTR I cM ; Sp TD CONSTRAIN OHECKED COMPONTENT UNLESS OTHERWISE SHOWN. ASCFs/N NOTE EACH COMPONENT IS INTER- pp Asa ry FOOTING.SEE NOTE THIS OPEN LATTICE-TYPE STRUCTURE CHANGEABLE WITH ANY OTHER sFFT q I TABLES ' MAYN TTSECOVEREM FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. &FS G ` 3 NOTETHIS OPEN LATTICE-TYPE STRUCTURE FOOTING BEETABLES OPEN LATTICE MAY N�OOTT BE COVERED. STRUCTURES TYPE "GI FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE , 6 SH 20F W SHEETS E F 0 H 4 O A B L 0 n N EXP. B & C N N O CD 110/120/130 MPH W m M SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 618'x2)4"F AT PAN I_- 0 � 12'x 31/2•W PANEL .09R (I.S. A7' � 0 m 1 24"TRI-"V"PAN R=.117- T(' 0 X .4D' ISO, (ALL UNMARKED RADII .06R) � W_ l¢L .40' ,]7' .45' AS' �40' 75- .43• .]0• 38• 2 T' LL1 O ]"(SEE TABLE 282. e , T= (SEE TABLE BELOW T=(SEE TABLE D' b5. BMW) U z LCD BELOW LI 45- Q 0 L D' H5' Tv. p 2.6' 8• .d0' • 1.9E O Fn O 35' ']S' LBB' .7g L92' 7 CC AV .433' G cq .44• .46•, .433' D'--�13' L3' .,flg,Dp 2 300• i5o AD, )B'0 ALUM.ALLOY 3004-H36 OR EQUAL [A 4m ALUM.ALLOY 3004-H38 OR EQUAL W x 2 W FLAT PAN ALUM.ALLOY 30D4-H36 OR EQUAL w x2 'FLAT PAN D1y 31/2"WPANEL 110 MPH SPAN t2D MPHSPMI 130 MPH SPAN LLSL PANFIT 110 MPH SPAN 720 MPH 6PAN 130 MPH SPAN P4"TRI-"V•PAN 170 MPH SPAN 12o MPH SPAN 1H0 MPH BPAN UlSL PANELT PN.) FY.P.B E%P.0 FXP.B FXP. 4, LLISL PANM-r IIN.) EXP.B F7(P.0 E%P.e E%P.0 FXP.e FXP.0 PN.) ExP.e EXP.0 EXP.B EXP.0 EXP.6 F%P•D 14'd" t4'-7" 14'•r 14'-r 110 MPH3PAN 120 MPH SPAN 130 MPH 6PAN LVSL PANELT 12'-6" 12'$' 12'$" 12'$' 12'-0' 12'$' (IN) FJ(P.B. EXP.0 F-xP.B FXP.0 FJfP.6 EKP.0 .020 t2.$, 12'-0' 12'-0" 71'-0' 71'-6' ,0'-e• h �\\,K / 13'-9' 13'-9• 13'S' 13'-9' 13'-9' 13`-9" _�D o S 5885 �� 10'$' 70'$' itl$' 10'-3' 10'-3' 1D'$" .�0(1) 10'-10" 70'-1' 10'$' 9'-6" 9'-T 9'-0• 9-0" B`$' B'•T e'-T 8'-Y T-5' 73•_7• 13•-7• 13'-T 13'-T 13'-T 13'd' .024 1a,2, 13'i" 73'-4" 12'$' 12'-9" t2'-7" ,y 1Y$° 12'3" 12'$' 72'$' 12'$' 12'J' .024 12'-1" 71'-0' 11'$• 10'-9" 10'-70" 1D'-1" 10 �B,-0., iB'•0' 18-0' 19'-0+ 10'-0" 18'-0' 1T-7• 1T-7^ tT-r 1T-T 7T-7" 17`-T" .p32 78'-T 15-8' 15-9' 15-0" iS-1' 14'J' 1T-B• 19.A. .O1H B-07T2'-'$9'' B'-14T2''S-1`' B'J1T"5' B'-4T''-2' B'-0T'-.2'" 8'-06''-10•' .04U 19'-iTT-T 19'-1r6'-8' ,9'-iT6'-9"19-1TS b' 79-1T6'-0" -is-0• .NDz0 1347T-1• 11-Y T-T 7 17• .040 9-0 Y02' -1'$• 1_6'-,0' 1T-0' 16'4' i6'$' ,6'-0" 0O6F-2C3A1-.1\F6CR' 70'-10" 10'-0' 10'-3" 9'.9• 9'-70' 9'S 10'-7` 10'-1' 1tl-1' 10'•1' 10'-0' 10'-1' .01011) 9'-1' e'A' 8'_g• 8'-4" 8•-B• T-11' 20 A2A B,$. B•-0• 8'-S 8'-T 8'-1" T-5' 1tl-1' 9'-6' 9•-B• 7-0, g•-1' 8'-B" 13'-3• 13'$' 13'•3' 13'.3' 13'-3" 13'-3" 1T-0` 11'-4' 71'�' 11'-0' 11'-4' 7T-0' .024 12•_2, 11'$• 11'$" 11'-2' 77'-3• ,0'-7" 72'-P 1Y-1' 12'-0" 72'-1' 12-7" 12-7• 20 .024 71•_2• 1tlA" 70'S' 1tl3' 10'-0" 9'-t p' 15'$'- 15'-8' 15-6' 15-0' 15'-C 15L" R LUM '� 7p'$• 10'$" 10'-0" 9'-8' 9'-9' 9'-9' 13'-0' 13'-0" 13'-0' 13-0' 13'-0^ 13'-0' iq•2• t3'9` 73,-r 13•-0" 13'-t' 12'$' UUM ,a'$• 74'$• 14'-B• ta'-8• 14'$` •-3 .o3x IAPM0 0195 T-3". T$' T$° T$° T$• T-3' ,032 tt'-0' H'-0` 5tl$' .G1B 13'$' 1T-9• 1T-9+ 12'-0" 1 14 2'-0- 11'7" 74'S' 14'_6• 18$' 16'-B' 1B'$' i6'$' i6'$' 16'$' 7•$" T.�. 7l4• T-7" 7'-1' S-10'8'-9B^,$. S-9B'-0 B'_95,S B'-9'- 8'-9' 8'-9' ' iB'$" 15-3' 16'-3' i6'-3'' ' 18'$'' • 15$13"'2' 4.163" 4$ .� 15-7" 4-r -040 1Y'•10`74'$1T'-W 14'•-16'2•4 25 '.004200 $' tl$^ g$^ g'$• 9'-B' 9'$' 9'-B" 11'-1 11'-i" 7T-T 1T-1' 11'-1' 7T.1' .@0 B'-3' T-10' 10'$• 10'-1' 10'$' 9'-B+ 9'-9' gam' AHI MPROVPI 1Y-0" 12'-0' 12'-0" ,2'-0' 17-0' 12'-0° ,029 g'3+ g•.70• 12'-0' 11'$' 71'-7" 10-70 11'-0' 70'S itl$' 1tla' 9'-1 T 9'-T" 9'-7" B•-Y 25 .078 it'-0' 10'-T 10'-2' 9'-9' 25 12'-1' 72'-0" 1Y-1' iT-7" 12'-1" 72'•1' T$' T-0" T-0" 5-9' 6'-70° 6'-T 25 13'-2' 13'-Y 73•_2, 13•_2• 13•_Y .032 1q•_1• 13•_7•. 13'$" ,3'-1' 13''2• 173• g 5$" B'-3" 5J' B'$" B'$' B$" ,032 11'-10" 11'J' 7T$" tp'•9' 1tl-i p" 10'-0" 1 30 .024 B'3° 8'-0" 8'-0' T-9' T-9' T-5" 13'-1" 72'-T 12'b• 1Y-2' 72'$" 11'$^ 12'-3' 1 2'J' 1T-3" 72'J" 12'a' 14'-2' 74'-2' 14`-2' 14'-2° 14'-?' 14-Y .040 15'A' 15•_i• 15-0" 14'$' 74'-9' 14•_1• 12'A' 13'-0' .020 9_p+ 9-0' •. ' 1tl$" 10'-6" 10'$' 1tlS 1tl$' 1tlS .020 B'-S 8'-T 8'-1' T-9" T-10' T-6, 9'-1T 9•_7• g•T 9'-2' 9'_9' 9'-9" 9'-9" 9'-9' .M4 TABLE 1-MULTI-SPAN REDUCTION FACTORS 71'-3• 11'$' tt'$' it'-3' 11'-3+ 17'J• 10'-9' 11'-0" 10'-0' 10'-6" FOR ROOF PANELS .024 ttl$'' 10'1' 10'-2' B'-T g•-9" 9'-2" gg 71'-0" 71'J7" 11'-0' 11'A' 71'-0' 11'-4' . ROOF LNH6NDW LOAD.Pd ROOF PANELIYPE 20 25 30 40 `-� 1p 5 12Y31(fx0-p2p• _ - 0.80 0.83 0.75 0.80 24'x2Yi'xD.018' o.e5 0.80 D.65 0.65 - _ 11'-r 11'•T 1T-T 11'-T 11'-T' 77-T ,DqO fa, 24' e'x0.024' D.90 D.B8 0.70 D.BS - ,040 72'-T 1T-2' 72'-2" 11'$' 11'-9' 11'-3" g-0" g$• g,-0 g-0' g, g. 14'-2' 13'$" 13'$' 13'-0' 13'-3' 1Y$' B�• 5-0, B.�. e'-q" 8'{' 8'-0' ,p20 5$' S-i" B'-1' 7'-10' T-10' T-6' T-B' TS 7'$' T-3• T-Y 6'-17• g`6, 9'$' 7S 9'$' 9'$• 9'-6" (1)MULTISPAN REDUCTION FACTORS ARE ONLY .tl4o(U 9'-0^ 9'-0' 9'-0• 9--w i APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN 9'-0' 9'-0' tl-1p^ IN TABLE 1 ABOVE 10'$' 70'-3' 70'J' 824 B'$^ B'-3' 8,-3, B,-0, B•_1• 7•_,g+ 40 eSiEI JOBE 4 .024 9'S. 9•_T 9-1' 8'•1D' B'-70' B'-T q0 72'-1" 12'S' 11'-9• 12'-9. 12'-e' il'-T 40 9'-9" 9'-9' 9'-9" 9'-9' 9'.9• g•-9• ,032 W1316 g 11'�' 11'-0' ,i'-0" 11'-0' 11'4` .0 10'J' 10'-7" 10'-1" 9'6• 0p7E 9'-T 7-3° AT 11'-3' 11'-1' 11'-0' 1tl-T 7PA' ttl$• 11'-2" 11'-2" 11'-T it'-2' 71-2' 1I-2" DRAWN BY NOTE:PANEL FASTENERS 10'-T' 1tl-r 10'-7• ttl-T ttl-T �p 1T-Y 12'-Y 12'-Y 12'-2' 1T-2' 12'-Y .�0 73'-9' 13'i' 13'$' 13'-0" 13'-1' 72'-7• OM ARE SHOWN IN TABLES 1.2 AND 3,SHEET pqp 71'$" 1T-2• 11'-2• t0•$' 10'-tp• 1tls 12'-7" 12'-1" 71'-8" 7•s• 7'-5' TS 7'-5" 7'3' T5' B'$' e'$' B'-3• B'$• B'-3" 8'-3' CHECItEO E .020 7,$• T-7• T-e' T-S TS' T-2' E 6-2' 8'-2" 8'-2• B'-2" R-2' 6'-2' ,020 � FOOTNOTE "SAMPLE" .020I1) 6'-S 6'-5' 6'-S 6'-3' 6'J• 6'-T B.g. B._g. 8•.9• 8'-9' 8'-9' 8'A` T_p T-1' T-1' 6'-1Y 6'-11" B'-9• B 3• B'$• 8,3, e,_3, B•_3• F-r .M4 PANEL SPANS TRW' �'�I .024 B'-9' Sd" B-T" BS' 6,,q, B._1, FIGURE INDICATES-� tl-2• 9'-2• 9'-2" W-PANEL&FLAT PAN F ATTACHED .024 B'-0' T-10' T-10' T$' T$' T$' Tom^ T." Ta" T-1' T-0' 6'-1P 9'•B' 9'-8• 9-B' 9'-B' 9$" B-B' FIGURE INDICATES FREESTANDING 5B 9'-7' tT-7' 9'-7' g-1• 9'-1' g-7" .032 10'-7• ttl-T 10'-T° 10'-T 70'-0• tp'_7• .032 W-T B$' 8'_5, B•-0• 8'_3• 10`-0' -V .0 } 8 ' 9" ,mo 10'i' 10'•4" 1tl-0.on9,7' g._7. g._7, g�$, gyn g'.71' 9-9• 91-91 9,g. 9'-9" 9'-g, 9'A' S H ^ 6 000 .040 91-1D• 9'-g` 9'-V 9'S" 9'-T' g•_2• iT_1U, 71•d^ 11'-9' 11'-B" 11'S 11'-2' _ 30F 50 BHEEf6 G M A B a G o D E F t `5 O MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER C, FOR ATTACHED AND FREESTANDING SOLID COVERS j TABLE 1 TABLE 2 TABLE 3 "' o x (2) 2"x6 %Z' AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH M kil Lu > o 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS h Q zo r NUMBER OF NO.14 TEK OR SMS SCREWS UMBER OF NO.14 TEK OR SMS SCREWS PER NUMBER OF NO.14 TEK OR SMS SCREWS om U) �a PER FOOT ❑F BEAM LENGTH ?o ❑OT ❑F WALL HANGER AND BEAM LENGTH jo PER FOOT ❑F BEAM LENGTH N o �� 110 MPH 120 MPH 130 MPH T3 110 MPH 120 MPH 130 MPH g3 110 MPH 120 MPH 130 MPH ~ EXP. BI EXP. C EXP. Bj EXP. C EXP, BI EXP. C I EXP. BI EXP, C EXP, B EXP. C EXP, Bj EXP. C I EXP, BI EXP. q EXP. BI EXP. C EXP, B EXP. C 6' 1 1 1 1 1 2 1 1 1 1 1 1 t 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 QROFessuyt 1 1 1 2 2 2 1 1 1 1 1 2 6' 6' 2 2 2 2 2 3 6 1 2 2 2 2 2 1 1 1 1 1 1 Fo 2 B 1 1 1 2 2 2 1 1 1 2 2 2 1 1 1 1 1 1 o S 5885 7 2 2 2 3 3 3 7 2 2 2 2 2 2 1 1 1 1 1 2 1 2 2 2 2 2ffi1, 2 1 2 2 2 2 1 1 1 1 1 1 $ 2 2 2 3 3 3 2 2 2 3 3 $ 1 1 1 2 1 2 2 2 2 2 2 22 2 2 2 2 1 1 1 1 1 1 OF CA�\F� 9 2 3 3 3 3 4 2 2 3 3 3 9 1 1 1 2 2 2 1 1 1 1 1 1 06-23-16 10 2 2 2 3 2 3 2 3 2 3 3 4 2 2 2 2 2 3 2 3 2 3 10' 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 311 3 3 3 4 4 4 3 3 3 3 3 11 1 1 1 2 1 2 1 2 1 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 GURALUN 12' 3 3 3 4 4 5, 12 2 3 3 3 2 4 12 2 2 2 2 2 2 1APM00195 1 2 3 2 4 2 4 3 4 3 4 3 5 13' 2 2 2 3 2 3 3 3 3 3 3 4 13' 1 2 1 2 1 2 1 2 1 2 2 2 AHJ APPROVAL FOOTNOTE: "SAMPLE" 6 FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING o 1 3 3 6 REVISIONS ewmc mu o-scu-iax 3 4SI JOBS tF46i1 ; 5 i DATE 0621-tfi °y k DRAWN BY AT 'a G ECIED GM '•, 4 PANEL SPANS TRI-V, W-PANEL& FLAT PAN F i B SH - 4 40FMSHE I A U C e p o E F G H" O CN RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C C3 N o 3"x8"RAFTER �w ow DBL.2"x61/2"RAFTER IW— 0j z 2"X 6 1/2"RAFTER z Q a'W' 110 MPH 120 MPH 130 MPH "T^ ¢0 110 MPH 120 MPH 130 MPH "T" a o 110 MPH 120 MPH 130 MPH U rn LUSL (IN.) wo EXP.B EXP.0 EXP.B EXP.0 EXP.8 EXP.0 LUSL pN.) ho EXP.B EXP.0 EXP.B EXP,C EXP.B EXP.0 LUSL (IN.) No EXP.B EXP.0 EXP.B EXP.0 EXP.8 EXP.0 J�a Ln O X 29'3" 29'&6 29'_8' 28'-9" 29'_3' 25'-3" 16,-0" 15,-10" i6'-0" 15'-0" 15'-9" 13'-8'' ''` W lai W. 15" 16" w W o .042 26'3" 26'3" 26'_3' 26'-3" 26'-3" 25'-7" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 13'-9" 19'-10" 19'_10" 19-10" 19'-10" 19'-10" 19'4" U 10 24'-2" 24'-1" 24'-2" 23'6" 24'-0" 21'6" 024 13'-1" 13'-0" 13'-l" 12'3" 12'-10" 11'-2" 024 18'-4" 18'-3" 18'4" 17'-3" 18'-2" 15'-8" Q Z Lr3 24° 21'_W 21 ' 21'-6" 21'-6" 21'-0" 21'-0" 24" 1i'-7 11•_7 11'-T' 11W' 11-J" 11'-3" 24 16'-3" 16'3" W-3" 16'-3" o z 23'-0" 2310" 23'-0" 23'-0" 23'-0" 22'_9" 20'-3" 20'-2" 20'_3" 19'-8" 20'-1" 1B'-2" 28'_7" 28'-6" 28'-7" 27'=9" 28'_3" 25'-7" CDC o 16" 1g� 16 — 21'-1 D" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 10 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" 2S•3" 25'3" 25'- ' 25_3" 25'-3" 24'-8" N m cq 20 .042 181_9" 1W-9" 18'-9" 18'4' 18'-9" 16'-9" 032 10 032 24" 24" 16'-7" 16'-6" 16'-7" 16'-1" 16'4" 14'-10" 24 23'4" 23'-3" 23'4" 22'-8" 23'_i" 20'-10" 17'-10" 17'-10" 17'-10 17'-10" 1T-10" 17'-10" 14'b" 14'-B" 14'3" 14'-8" 14'3" 144" 20'-6" 20'-8" 20'-8" 20'-8" 20'-8' 20'-2" 161. 19'-B" 19'-B" 19'-8' 19'-8" 19'_8" 19'-8" 24'-5" 24'4" 24'-6" 23'-9" 24'_3" 2322" 34'-7" 34'4" 34W" 33'-7" 34,_2' 3T-8" 21'-6" 21'-6" 21'-2" 21'-3" 20'-8" 16� 21'_9" 21'-9" 2i'_9' 21'-9" 21'-9" 21'_2" 16" 30'-8" 30'-B" 30'-8" 30'-8" 30'-8' 29'-10' 25 .oaz oaz oat K 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" i6'-1" 20'-1" 20'-0" 20'-1" t9'-6" 19'-9" 19'-0" 26'-2" 28'-1" 28'-2" 27'4" 7'-10" 26'3" 24" 24" 24" A. z1. 1T-7" 17'-7" 1T-T' 1T4" 1T-6" 16'-10" 1T-9" 1T-9" 1T-9" 25'-1" 25'-1" 25'-1" 25'-1" 25--1" 24 CO yF. 18'-1" 18'A" 18'-l" 18'-1" 18'-1" 18'-1" 12'-4" 12'4" 12'4" 12'4" 12'4" 12'-4" 17'4 174 174 1T11 174 17'-3" S 5885 16" 16" 16" 19'-1" 19'-1" 19,-1" 19'-1" 19'-1" 11'-9" 11'-9" 11,_9" 11'-9" 11'-9" 11'-9" 16'-7" 16'-7" 16'-7" 16'-7" 164" 16'-7" .. 30 .042 024 024 13'-9" 1T-9" 1T-9" 13'-9' 13'-9" 13,_9" 10'-2". 10'-2" 10'-2" 1U-2" 10'-2" 1U-1" 14'-2" 14'-z" 14'-2" 14'-2" 14'-2" 14'-21, - 24" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 2411 9'-8 9'-B" 9'3" 9'-8" 9'3" 9'-8" 24 13'-7" 1 T-7" 13'-7" 13'-7" 13'-7" 13'-T' . 16" 15'-10" 5'-10" 16-1 all 15'-10" 15'-10" 15'-10" 16„ 16-8" 15'-8" 15'-B" 15-8" 15'-8" 15'-81, 16" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" .oF CA0i . 4D D42 16'-8" 16'-B" 16'-8" 16'-8" 16'-8" 16'-8" 20 15'-0„ 15,-0" 15'-0" 15'-0' 15'-0" 15'-0" 21'-1" 21'A' 21'-1" 21'-1" 20 .032 06-23-16 , 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" •032 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' 24" 24" 13'4' 13'-8" 13'-8" 13'-8' 13'-B" 13'-8" 1T-3" 12'-3" 12'-3" 12'-3" 12'3" 12'-3" 17'-3" 17'3" iT_3' 17'3" 17'-3" 1T3" 13'4" 13-4 13-4 13'4" 13'•4" 13'4' 19,-0" 19,-0" 19'-0" 19'-0" 19'-0" 16'-10" 26'-8" 26'-8" 26'-B" 26'-8" 26'-8" 26W 16" io' 16" 50 15'-0' 15'-0" 15'-0' 15'-0' 15'-0' i6'_t" i8'-i" i8'-i" 18'-1" 18'-1" 18'-1" 25'6" 25'6" 25'6" 25'6" 25'6" 25'6" DURALUM .042 10'-3" iD•3' 10'3" 10'-3" 10'3" 10'-3" .042 15'-6" 15'-0" 15'-0" 15'-6" 15'-6" 15'-6' •042 21'-10" 21'-10" 1'-10" 21'-10" 21'-10" 21'-9' 24". 11'-2`' 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" Z4 20'-10" 2W- i0 20'-10" 20'-10" 20'-10" 20'-10" IAPMO 0195 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 15,-10" 15'-10" 15'-10" 15'-10" 15-10" 15'-10" * NOTE:SINGLE RAFTERS SPACED 18"O.C.MAY BE USED AT 16 11'-7" 11'-7" 11'-7" 11'-0" 11'-6" 11'-2" 16" 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8" AwAFVRovu 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 8'-1" 8'-1" S.A., 8'-1" 8'-1" 8'-1" .024 13'4" 13'4" 13'4" 13'-2" 13'-3" 12'-9" 24"O.C.MAY BE USED AT 46"O.C.WHEN DOUBLED. 24 9,-0„ 9,-0" 9,-0„ 9,_6„ 9,-0" 9,-2„ 24" 9,_3„ 9,-3„ 9,_3„ 9,-3" 9,-3„ 14'4" 14'4" 14'4" 14'4" 14'4" 14'4" , 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 25 16 149' 14'_9" 14'_9' 14'-6" 14,_7" 14'-2" 16 .032 25 .032 24" 11'-1" 11'-1" 24" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" I 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 17'-0" 1T-0" 17'4" 17'4" 17'4" 1T4" 1T4" 1T4" 24'-6" 24'-6" .042 t6 17'-9" 1T_9" 17'-9" 17'-7" 17'-B" 17'-1" 042 16 25'-1" 25'-1" 24" 13'-3" 13'3" 13'-3" 13'-3" 13'-3" 13'-3" 24„ 20'-0" 20'-0" S 14'-7" 14'-7" 14'-7" 14'4" 14'-6" 14'-D" 20'-6" 2Q'-6" FOOTNOTE "SAMPLE' RMON6 ' oesc FIGURE INDICATES w+a wn 6vfwx ATTACHED FIGURE INDICATES FREESTANDING 0.042' P. 8.0' 4S3EL JOB Is�mi PATE 06b16 .024' .024' 6S'0.032' .032' 6'S DRAWN BY AT .042" .042' . CHECKED GM 3 fx. —� MINIMUM FASTENERS ' * 3'k6"RAFTER *2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS E ALUM.ALLOY3p0q-H36 OR ALUM.ALLOY 3M"36 ALUM.ALLOYS H360R EQUAL OR EQUAL EQUAL SH - 5 "K ------------- MB a !u CD cli RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C C:, C'I Uj cm, 23 2"X 6 1/2"RAFTER DBL.Z'x 6 1/2"RAFTER z > T' 18 110 MPH 120 MPH 1 130 MPH IT. 110 MPH 120 MPH 130 MPH U) - LUSL 0 X LUSL z EXP.13 EXP.G EXP.B EXP.c (IN.) -z P.B -ffP-C 15�P._B P.0 EXP.B EXP.0 d � ;2� 0 - 0 14-4- 141-811 W-8.1 1-0 LLI 119.1 91-9. 91-91, 9.4. 91-9.. 14'-B" 14'-8" LEL, > - �14 �1W 14-4- W-W 14'-V' C�l 16' 16" 3" 10'41 10'-3" IW-V' .024 - W-13" - z u') .024 11 1 11-4- ll'-2" ll'-2- -21, 11l-2" 0 2411 7'-6- 7--6- 24" 1 ll�iv 11�10,- I U) Lr3 U) C:) !4-6� 8-"-6" 21� W-611 �w J" -7" 18'--r 18'-7" 18'-T' 18'-7" 21!2'� 12"16" 12-4- 12-4- V-13" 12'-6" 16.1 18' 18' 1�61' - 18.1 1. 18'.4" 3._J. 3._V - w4l 19-4" 1874 30 .032 IVA" 13'-V 13' 1316" --l'- 13!-l' 1T-'Vl 30 .032 m 1120I-2" 1�12"��10'-2" 10'-2" 10-4- 15-Y 15'-3" 16-3" 1"" 164' 2,V 24' 110, 10 1�olw 16-l" 15'- 1 16. 2Z-7' 2Z-7" 16'0" 16'-0" 16'-0" -0.. 22'-7" 22'-7" 22'-7" 2Z 22-4- is" 16' -___2�ZZ- ---22'-207 22'-Z' 5105-9 1-9" --1�691- .042 �911 .042 181-61, 181-61, 1814, 1 W-6" 1 S'-6 24" 12'-W 12'-3" 12'-3" 12'-Y 12'-3" l2r-31' 24 --2" '-2" 18'-2" IZAU lz-lo, 55885 V- 1_2 10'_ 12'-1 U 18�2" 18 2" 18'-2" 18 18 161, [F-0�-' B.-O.. 81-01, 81-01. 8'-0" 81-01, 12'-10" IZ-1.0" IZ-1.0" 12--10" V-10" 2'-1 0" 3 16" l2t-8 2-8" 1Z-8" 12-8" 12'-8' V-1. F- 91 V-1. V-1. 9--1 .024 .024 - W-1W V-10" W-10" V-10" 9'-10" 9"0" 24" 1 6'-2" W-2" V2" 6'-2" W-2-- 2.�V2 24" _ I io- _�I�0_w 19 1014 1014 r-2"- 7-2" 7'-Z'_��T -!�7 7"-2- IVA" 164 OF 11k__x 10'-10" lo�'-10" 10'-10" WADI' 1DI-101, 101-10" 164" 164" IVA" 0 16" 16, 16, 161-it. 16--1- is" - �� 4. 1614. -11, 16�1 06-23-16 40 .032 - 40 .032 - V-15" 124' 12'-6" 12'-6" 12'-6" 12'-T 24' 8'-3- 8'-3" 8'-3" 8'-3" 8-3" 8-3 24" W-4" g'-4" 13' 13�21' 13'-2" --:914, ' 9-4 F 9-4 13141 13�2" 13-2 -Z' 191-91, 191-91, 19,4' 19.4 IV-911 . 19.41 13'-2" 13'-2" 13'-2" 13'-2" 13'-2"13, _ J�3! I 16" _9. 13,_W 13W' IT-9` 16" 1�2�11�!!�� 19'4' W-4" DURALUM .042 .042 IAPMO 0195 10.4. 1-01-91, 101-91, 10,9'. lo.-g" 101-91. 16'-2" 1 V-2" W-2- 1 V-2't 16'-T 24" 241T 16-4- ,042 032 "0' E)'P-B 9.-9..'-T 1 0 7t N-6 12 6" 1 3,_l 4- D42 24" .o24 V64 1 6"'1" .032 1_ " 2 1 6'-2" 1 1 1 5._l 0. 1 V-T' 11�3' IT -:i-A 0' y 15'-10' 16-10' 16-10' -1 01-101, ol-loll 101-lot. 71-3" T-W 7-4 7 4 r-311 71-311 161, 10, oll 101-101, 101-10" 1 'A_KJ APPROVAL 8I-2" W-2" 11'4' 1 14�' 1 V-4" J�W 11W 11-4- 16' [��82-F-18il-2 ��WZ -� -2 .024 �5�'-Z' 6-2", 5'-2" -2" �5�-2 5`-2", .024 81-3.1 8-4- Bt-T' 81-3" 8'-3" 8.4. 5 5,_g. 5 5. 24" _9.E:�� 5' '-9" V-9" -9. 51-9.. - 5 91-91, 9.4. 91-91. 9._9I, 91-9. 161, W-8" 14'-81' W-13" 14'-B" W-B" 14'-8" 16.1 9� I' W-13" W-6 W-13" �10�3"F_11'U- 33" 110033"- 1�3- 1 U-Y 10'-3 O� �16- 14-13" 14'-6 50 .032 - 'I 'I I' - '4' 7'-0" 50 ..2 111-y 1 I'-W 11-4- 1 V-Y 1 V-3" TV-3" 2,V, _��T-O 7'-0 7'0" 7 24" D. 8, 8,_4. - loll 11�1011 111-91, il- 111-91, lil-91, IT-9" 17--9- 17--V 17-4- 16".042 ll'i!�.6` V-61 12'- 12'-6" 12' 1 .042 �176' -L��W 17- 91 -0. 13'-7" 13'-7" 13'-711 13'-7'r-o', 9. 9. 0 24' lrT '4'.2�14-3- 74-3- 9`o o" 9-o'. I 24"' 1 1 D'-2" 9' �g�10'-210W-2-` 1 0�2`-��1Z 14 14'3 REVISIONS "SAMPLE" FOOTNOTE: FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 4 STEL JOB# ifi-lut 0.02411 BIB— OWN W .032" AT 0.03 Alll AT CHIKUP GM 0.042. 0.042" OPEN LATTICE �2_0_ -C)_lll1 RAFTER SPANS FOR_-2(f-� MAX. 2l;(6.5"RAFTER DBL.2'x6.5" RAFTERS COMMERCIAL& PATIOS ALIJK=OYWL�35 ALUM.ALLOY 3004-1436 OR OR OUP, EQUAL SH - 6 A B C D E F G H I J HEADER BEAM TYPES N o 1.$2" GUTTER Gj ON co FI') 1 EXT.CLIP 0.375 I. N O 4 G W < cn 1.79" I I_ M. SPLICE T=12 GA. INSERT T=0.125' ` � ERE ASTM SPLICE OCCURS I GRACE 50 S5 WHERE BA5LSLOY r�� 0 MERE GRADE SO G60� 3.O' OCCURS 4 7 Y SPUCE R R OCCURS O32° W L.L 6.5" 2.57' WHERE 1 1 6.656" 7.0" OCCURS 4.6° ALUM. W - 0.73" II II 4.0" I I I 0.110" ` U 0.075" I �� 3.0° 0Typ. OT1P.° I I--3.0'--I TIP. FAL VAL m T1'P. 11 II I 2 .038' 2.08' L� �J 2I4 1 I o L C3 + _J 3" SQ.xO.032"ALUM. BEAM 0.375 ° � c' W/ 12 GA. STL."U" CHANNEL 2.93" 3.0. E ASTM A653 SS GRADE 50 G60 1.75° o Cr / 6.5" ROLLFORM / A-) GUTTER FASCIA B MAG BEAM C 4" I-BEAM 4.5" MAG GUTTER 7" 1-BEAM Q�OfESSIQy9� ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY . 25' F ALUM.ALLOY 6063-T6 4� R,,� 3004-H36 6063-T6 6063-T6 6063-T6 K W/ 1 "C" INSERT y H m 3 G ALUM,ALLOY 6063-TS S 5885 T-120R W/(2 "C" INSERTS 14 GA 7 875" ASTM H ALUM.ALLOY 6063-T6 A653 SS .042"/ 6.5• Gfio of SD NOTE: OF OpL1F � 0.03z, WHERE'C'INSERT OCCURS AS SHOWN IN T.p a.0" 8.0 SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16 0.042" 0.042" FULL LENGTH OF THE 7"I-BEAM. 4 TYR TIP. 0.625" NOTE: DURALt1M 2,875° EACH HEADER BEAM TOP AND 20' 2.0° BOTTOM FLANGES SHALL BE CUT AT IAPMO 0195 MAX. 3"x8"X0.042" BEAM EACH INTERIOR COLUMN WHERE DBL. 2"X6.S"XO.042" OR MORE COLUMS OCCUR.DO NOT L. ALLOY 3004-H36 �� 4,0"�__ ,� M W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. OR EQUAL 3.0' 3.0" MAX 3.0' ASTM A653 GRADE 50 G6D AJU APPROVAL DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM �1 DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM ALUM.ALLOY3004-H36 1\ ALUM.ALLOY3004-H36 L- ALUM.ALLOY3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE 12 AND 14 GA.STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, ! THEY SHALL BE INSTALLED THE FULL LENGTH T OF THE 3"XB"BEAM. g 1 T=12 OR a 4GA COLUMN / POST TYPES ASTM A653 SS ` B GRADE 50 8.0" G =3"SQ.xt=0.188" ? G50 .D42 REVISIONS S TYP. 0.024' H =3"SQ.xt=0.250" "`"" °"'� 0E5CPP'°" 0.032' 0,042 =3"SQ.xt=D.313" LASTIC J =4"SQ.xt=0.188" PLUGS 3.0' 4.0 3,0' -11.00"r 6.5 K =4"SQ.Xt=0.250" 4STe JOB# W071 T MAX. .040' ALUM. DATE Ob2315 .048' STEEL fl10 SMS DBL. 3"x8"x0.042" BEAM e za D. . W/DBL. 14 GA. STL. INSERT 3.0" EA. SIDE DRAWN BY AT 41 ALUM.ALLOY 3004H36 3.10 28" 3.O" CHEERED GM OR EQUAL ALUM" - I 0.075 30�� OR f ALUM. ._IL I I I T(p, 4.0" E DBL. 3"x8"x0.042" BEAM I-z.o J- -3.o"�z.o"-1 W/ DBL. 12 GA. STL. INSERT �- -3.0"-� ��`3.0°� - t HEADER BEAM TYPES, P ALUM.ALLOY 3004-H36 �3" SQ.ALUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST ----3.0"--I COLUMN / POST TYPES s a OR EQUAL ALUM.ALLOY 3DD4-H36 �' ALUM.ALLOY 3004-H36 3.0" OR 4.0° 3 NOTE:WHERE I2AND 14 GA.STEEL INSERTSOCCURAS � WITH SIDEPLATES MAG POST HEIGHT LIMITED TO 3"SQ. STEEL POST ALUM.ALLOY 3004-H36 E ALUM.ALLOY SQ. STEEL POST SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 10'-D"MAXIMUM. C C THE FULL LENGTH OF THE 3"x8"BEAM. F ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B V i nc cn cua-rc � ............ . ----------- ----------..-- ------ A B C D E F G H O Nt �7 EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS CD CO CAD C:�U-) Lu M M NOTE:WHERE COVER CONSTRUCTION INCLUDES D 0( COVER W15'STEEL NOTE. BRACKET CAN BE - UCT E)A34 FRAMING ANGLE DETAIL A OR B,SITES]'2SIMCENG�0NNERCIDL3 IS L= P= PROJECTION 0 iwoHoLEsTyp. LOCATED ANYWHERE ON EAVE. -S d. o" SEE TABLE 2 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 NOTE'PROVIDE WATER STUD WALL FRAMING WHERE ONE OR MORE or THE 10.20psf >1V 0 TYP.BRACKET PROTECTION METAL FLASHING 0 >< FASTENERS,SEE TABLE 3 AT EVERY a CAUCK JOIRfS AND SLOPE d 0 0 FOLLOWING CONDITIONS OCCUR: 114, 80 TO DRAIN(OPTIONAL) LL R.F.OR EXT.HANGER 0 EXISTING EAVE ALLOWABLE PROJ.TO BEAM LLI > CHANNEL,2X OR 3X OVERHANG SEE TABLE 1 (.) z c> RAFTER BRACKET LEDGER OR WALL HANGER -MA)L) < L0 (24 0 WITH FASTENERS 1 lie PER TABLES 3&45 F- co U) 1-i 2x WOOD STUD OR C:) U) C:) 2 ALUM. PANEL ZX OR EXIST.RAFTERS AT CONCRETE WALL RAFTER CD 3x ALUM.RAFTER 24"O-C.AT ROOF 1 (3)41443 Ir2-W. c`J IA BOARD OVERHANG EXIST.FASC . IN. cy) D(FULL DEPTH 3 ALLOWABLE PR J.. EXISTING !V WOOD SCAB, 1 IN FLEX' OR SIMILAR NOTE:BRACKET MAY BE TO BEAM WHERE OCCURS. NOTED PLACE 'SIKA SEE TA13LE I ( MA?L) SEETABLE2 MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER COMP, SHINGLE ROOFING TO PROVIDE VVISAMECONNECTION'S. OVERHANG SEAL (-A--�_EAVE CONNECTION �AONNECT'ON ALTERNATE EAVE CONNECTION 'L C L EXISTING ROOF OVERHANG DESIGN LOADS. WALL LEDGER IS NOMINAL SIZE�2-.S'(A mJIMUM M L LUMBER '�WM IMUM c NOTE-'THIS DErAJL IS LIMITED TO RESIDENTIAL INSTALLA710 S588 RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, Q RAF TER I.NOMIM 2.XS AT IN WITHA 10 psf MAXIMUM DESIGN LOAD. 3 30, 40, L 50 psf OR KILN-DRY WOOD-FILLED Z"AV OR 3"xB'ALUMINUM SECTIONS. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS TABLE 1 TABLE 2 TABLE 4 a,b ANCHORS INSTALLED w TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL INTO CONCRETE WALLS OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS OF CXLXF EXISTING MAXIMUM PROJECTION COVER NUMBERANCTYPE FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (D) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16 LUSL OVERHANG 110, B 110,C 120.B 120.0 130, B 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL -- io Y,' 0 SIMPSON STRONG-BEILT P 4 2"x 4"FULL 26'-D" 26'-0" 26'-0" 25-2" 25'4" 2W-7" 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. SS AT 40' D.C. (a,b) '<M 2"x 6"NOTCHED 26`-0` 26!-0" 26'-U' 25'-7" 25'-4" 21'-2" 6 WIND SPEED WIND SPEED WIND SPEED WIND SPEED 'AqNDSPEED WIND SPEED �3g (EXP.8&0) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) 0 SIMPSON STRONG-BOLT 2 DURAWM 10 2x6"FULL OR Fe — 20 SS AT 48' O.r (Q,b) 110 120 130 110 120 1130 --F130 1�130 !1 120 1 2"XB"NOTCHED 26'-0" 26'-0" 26'-0" 26�O" 26'-0" 26'-0" P 110 120 130 110TI20 IAPMO 0195 2"x8"FULL OR 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) K' 0 SIMPSON STRONG-BOLT 2 T P BRACKET E RA E '7 C Y T PROTECTION E A+FVERCA K IN 34 T Y a To U C JO DRAIN( 'S -ft D IN OPT' -ER EX STING EAVE ALLOWABLE P X 0 EXISTING r 3 OVERHANG SEE TABLE R RAFTER R H'4'112_W BOARD 'LE PROJI EXISTING EAVF�— C' 13R SIMILAR 20 1'0 (A ZN10"NOTCHED 26LO" 26'-0" 26'-U' 264' 26'-0" 26'-0" --- A) 1 25 SS AT 481' D.C. Cm,b) (A) (B) 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) AID APPROVAL A) (B) 0 SIMPSON STRONG-BOLT F 36 C.,b) S A or 2"x 4"FULL 26'-0" 20'-O" 26'-0- 25'-2" 25'-4" 20'-7" (A) (A) W W WA W (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 W 0 SIMPSON STRONG-BOLT 2 2"x6"NOTCHED 26'-g'. 2W-0" 26'-0" 26'-0" 26'-0". 26k-0" 7' (A) (A) (A) SS AT 36' O.r (a,b) 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 20 2"x6"FULL OR 26'-0" 26--0" 1 26'-D" I,, (A) (A) (A) (A) (A) (A) Y_ 0 SI 13 G 3313LT ? Z'x8"NOTCHED 26-0" 26'-0" 26'-0" (A) (A) (A) (A) (A) (A) (B) (B) (B) Y,- 0 SIMPSON STRONG-BOLT 2 40 SS AT 36' O,C. (m,b) 2"x8"FULL OR A) B) (B) (B) (B) (B) (B) (B) (B) (B) Z�KJO"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-G" 26�0'- 10- (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) )k- 0 SIMPSON STRONG-BOLT P 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'4' 25'-4" 20LT' 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (13) (B) (B) 50 SS AT 24' D.C. Ca,b) 2"x 6"NOTCHED 26'-0" 26'-0" 26!-Q" 26'-0" 26'-0" 26!-W' 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (Et) (B) (B) (B) (B) (B) (B) (B) 25 2"x6"FULL OR 26'-0" 26'-0" 26'-D 26'-0" 26--0" 26-.0m 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: 2"x8"FULL OR 26'-0" 26'-0" 26LO" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING 2"x1O"NOTCHED 26'-D" 26'-0" 2V-D' a. EMBED ANCHOR 3' MINIMUM REVISIONS 2"x 4"FULL 16'-0" 16'-0" 16'-0" 1W-O" 1 EP-O" 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS INTO CONCRETE WALL AND 2"x 6"NOTCHED 10'-101 10'-10110'-10" W-2" 9'-3" (D) - DIAMETER LAG SCREW INSTALL IN ACCORDANCE 30 2"x6"FULL OR I (E) - DIAMETER LAG SCREW WITH ESR-3037 26-0" 26'-0" 26'-0" 26'-0" 26'.0- 26'.0" b. USE 3' SQ.xY4' STAINLESS 2"xB"NOTCHED 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 2"xB"FULL OR 2NIO"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26--0" 26'-0" WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WINDSPEED INSTALLING NEW WOOD 00 EX (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) 6�%D I LEDGER AGAINST EXISTING 4 STEL JOB I 2"x,V'FULL 11 W" 1 V-7" 11'-7 1 VW" 1 V-T' 1 R -- 1 -i3D 2"x 6"NOTCHED 15'-6" 15'-G" 151-6" 15'-6" 15'-6" 16-13" 1- 110 F120 T130 110 120 130 110 120 130 110 120 _ 110 120 1 130 1101 CONCRETE WALL. DATE Duals E 110 [1(2 5' (C) (c) (c) (C) (C) (C) (G) (C) (C) (C) (c) (C) (D) (D) (D) (D) (D) (D) C. WHERE ROOF PANEL RAIL 4 C) 2"x6"FULL OR 191-61, 191-61, l9w 1 191-61, 191-5.1 1 91-61. OCCURS, USE W DIAMETER DRAWN BY AT 2"x8"NOTCHED 1 1 61 (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) LAG SCREW IN LIEU OF (2) GM 2'5c8"FULL OR 26'-0" 26'-0" 26'-0" 26!-0" 26'-D" 26!-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) Y4' DIAMETER LAG SCREWS, cKECKEo 2"x1O"NOTCHED 2"x 4"FULL 81-111, 8'-1 1 W-1 1 8,_1 8!_1 ,, 8�1 81 (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 3) EXISTING EAVE 2"x 6"NOTCHED 12--1" 12'-1" 12'-1 12!-1" 12'-1" 12!-1" 91 (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) cm CONNECTION DETAILS 50 2NG"FULL OR 15'-3" 15'-3" 16'-3" 15�-T' 15'-3" 15'-3" 1C' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D E) (E) (E) (E) (E) (E) (E) (E) 2"xB"NOTCHED 11-. (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D)L(D) I (E) (E) (E) -9" — (C) (C) TD) (D) (D) (D) (D) I (D) I (E) (E) (E) 2NID"NOTCHED F1 2' T(D)T(D) (D) 2'!x8"FULL OR 20'-9" 2T-9" 20L9" 20Y-9" 20'.9 20! SH_.- 8 l 0 O E 0 (q CD A B HANGER CHANNELS AND MOUNTING BRACKETS o (I N FASTENERS, T=,O6O" TYP,-11— i m Lc'3 ..}� 2 740" SEE TABLE 3,SHEET 4 3 W < oM I Q pp U) U 0) FASTENERS, ,p76 w Q O O Q 1.50" SEE TABLE 3 SHEETS OD" T=.060" N 3" U6.1 ' fY W_ LLALUM.3004-H36 .O6 " .25"R 63 .05' FASTENERS o u W >SEETABLE 3 SHEET 8 - zC D 202" FASTENERS, Q(2) DIA. SEE SHEET 4 D ;D O .563" ,281" _ _ J .2D0' U CONTINUOUS A-RAIL p co(VVHERE OCCURS)2 fD o bFASTENERS oSHEET8 pD SEE TABLE 3 �' FASTENERS, .060" FASTENERS, w ALUM.ALLOY 1.880" SEE TABLE 3,SHEET 4 1500,11, SEE SHEET4 6063-T6 ALUM.ALLOY 1 75"�' ALUMALLOY ALUMALLOY 6063-T6 Q1y0fESH lgyq/ 6063-T6 6063-T6 OROLL FORMED O EXTRUDED HANGER/ CONNECTION OC I.R. HANGER "H" BRACKET 4 HANGER S 5885 3 NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. lo#L.L=(2)#14 SMS EA.SIDE OF CAUF� 3)%Z'0 LAG SCREWS 1 1/2 20#,25#,30#L.L.(31914 SMS EA.SIDE )BEAM SPLICE TO ( 40#,5W L.L=(4)#14 SMS EA.SIDE ,)OCCUR DIRECTLY OVER 518"0 PLASTIC 06-23-16 #14 SDS, \�Y I POST.NOT PERMITTED PLUG WHERE 3 PER SIDE �! __ ___ @ 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE ttt 3/4"OR 1 1/2" PER SIDE I #14 SMS MAY 4 _ _ BEUSEAS 2"x 6 112'OR DURALUM 1 5"MIN. 3"x 8"ALUM. g 5" 3.5" ALTERNATE TO IAPUIO 0195 0\ 1 RAFTER 1l4"0 BOLTS=� 3.5" 3.5„ U) I, 3/4"OR 1 1/2" _5„ 5„ 8"BEAM 3' 3"x8"ALUM. — — -------- I AHJAPPROVAL I HEADER U-BRACKET OR a W 1 ' EXISTING WOOD STUD FRAMING SEE NOTES (E)STUCCO BELOW I I 6112"SIDEPLATE EA. s 2 kz" (EJ STUCCO 3"X8"ALUM. 1 SIDE SEE POST SCHED. 2 EACH 1/4"0 x 3-1/2"LAG SCREWS L.L=10 psf RAFTER 2 EACH 1/2"0 x 3-tl2"LAG SCREWS LL=20,25 and 30 Psf 114 SMS EA.SIDE PEKE-(RATION BRACKET 2 EACH 518"0x 3-112"LAG SCREWS L.L=40 and 50 psf TOP,MID HEIGHT 3"SQ.POST BETWEEN SIDE PLATES I (2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. i NOTE: LENGTH OF LAG SCREW SHALL PROVIDE 3 THREADED PORTION OF SHANK COMPLETE NOTE:USE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 ? PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEETABLE 3 SHEET 8. HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION B REVISIONS y 6 4 wa,c an o_sc 1 1/2"OR 2"LATT*_ (2)-2x6.5" #8 S.M.S.EACH S1DE ALUMINUM MEMBER WITH DBL. 3'XB'xO.042 BEAM a ALTERNATE I/2" UBLE RAFTER- EXISTING WOOD FILL OR = BOLT CONNEC710AN 2 LATTICE 1 1/2"OR 2" SHEATHING DR DBL. 2'x6.5'x0.032'/0.042' a- NOMINAL LEDGER BEAM q RNATE: J - (NEW OR EXISTING) '6§P SEE NOTE,DETAIL B. S.M.S.EACH w3 SHEET8 ° ER TO COL. Xp to of 4STEL JOB: 16t011 NECT.(8-TOT.) 2"x6.5"OR 3"x8"RAFTER 1L r I o I ALTERNATE:112"BOLT N 062}tfi `- DATE g 7r .� FASTNERS,SEE TABLE 3, 5/8' 0 ACCESS ORAvm BY AT o s• ALTERNATE: ,; SHEETS HOLES(2)-#14 S.M.S.EACH RAFTER ` INSTALL 6 - #14 CHECKED cm 1• TO COLUMN CONNECTION X �'i(4-TOTAL) ? 3' S0, POST LONG SDS 2 EACHYX3"STL.POST(24') TERNATE: HEADER TO HANGER CHANNELS ANDINSERT ATTACHED )-2x6.5"OR - ALTERNATE: ,: EXISTING COLUMN 3"x3"STL.POSTCOL )-3"xB"HEADER (2)-2x5.6"OR(2)-3"x8"HEADER < 1"STUCCO OR EQUAL MOUNTING BRACKETSC12 FASTENERS FOR FREESTANDIN ALTERNATE:)-112"BOLT 2.5"PENE.IMO EACH WOOD STUD PER YxT'0.024" (1)-1/2"BOLT EA CONNECTION) x . SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER 6 EXIST. STUCCO/LEDGER O DOUBLE HEADER TO O S H g s I MA r I'] f nol UCA f1CD r r)Nl NI (A) STUB COLUMN TO DOUBLE HEADER CONN. l°l ATTACHMENT DETAIL COLUMN DETAIL Fe nv sn RHEETs C D E F G o H >G N COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS o woN3 C*' `S U) O � LU u LU > - Q Z Lo TABLE 1 TABLE 2 o O ATTACHED ONLY ATTACHED AND o STEEL POST ONLY: � � — ch "lBRP.CKETS EA. POST ' FOOTING &ANCHOR BOLTS FREESTANDING i FSG,H,I JORK N m W/(4}#14 SMS EA.BIDE OF POST OR 1J2"M.B.THROUGH POST ALUM.T'BRACKET USE WITH ALTERNATE FTG. POST POST TYPE B,C,D,OR E. POST SINGLE POSTS CUBESIZE 9D.1B'DEEP 'CUBEFWI. FOOTING SIZE EMBED. I I STEEL'T"BRACKETOR9"SQ. BOLTS 18' 1B"SQ. 12" 112 DEPTH OF I FSSI - BASEPLATEUSEWffH tT•-22'cuBEo(t) {2}9re•D tire• 20• 21•SO, 12• FOOTING OR I I „")( POST TYPE B,C,O,E,F,G,H,J OR 12'MIN.EMBO. EA.B ACKET DSLAB.25S SEE L_FBABLE ABLE 23'&24"CUBED(1) (2)-V2'9 311V 22• 25'BQ. 16"20" EA.BRACKETTD SLAB. 24' 28"SO. 20' t3I•`.: I i T. w 3 91/2'MINIMUM DISTANCE TO 2r-3o•cuBEo 2 4 12'e 31r4" i I ff• L7 m Ip EDGE OF SLAB, l) ()• 26" 3T SO. 23' :,��I I• Q u 6 5885 33"MINIMUM DISTANCE FROM 26' 3S SQ. 25' SLAB CRACK TO COLUMN. w ZQ (1%'MIN.EMBEDMENT) d 3t•-34'cuBED(2) (4)-6rre 4' 30' 39'SO. 2B' W d a D A W-39•CUBED(2) (4)J4.0 43M' 32' 43"SQ. 3O" (1}7/2"BM.B. `�'.1' •� 34" 47'SO. 32" x9'LONG,1' ::'k?':;;•� aa SLABSHALL BE IN •a POURED CONCRETE 40'_42'WBEO(2) p>,v4'e 4ffi4• FROM END W� OF CAL(E� GOOD CONDITION FOOTING SEE TABLES B40' 6(r Q. 39" OF PORT FOR SIZE NOTE: BOLTS SHALL BE SIMPSON STRONGSOLT 2 SSQ. 37" POURED Z E FTG. 06-23-16 31/2" MIN. SEE FOOTING (ICPESESR-3WT) Q 39" CONCRETE SCHEDULEENBEAM IN BEAM SPAN TABLE Q 1)MAY USE EITHER STEELY BRACKET OR FOOTING ALTERNATE FREESTANDING BASE PLATE Q. 41" SPAN TABLES EXISTING SLAB POSTS TO CONC,FOOTING 2)REQUIRES USEOFALTEP.NATE FREE5TANDING Q' 49" SQUARE POST EMBED. DURALUM O ATTACHED COVERS ONLY O ATTACHED COVERS ONLY BASED ATE CUBE FDDT NG W31R 9 AB O INTO FOOTING IAPM0 0195 AHJ APPROVAL (3)-3/4"0 BOLTS FOR POST TYPE F,G,H.I;J&K s 3"OR 4"SO. S' INSERT 16" x 0.1 as" ASTM A500 45" GRADE STEEL ! T.O.C. ¢ (4)-SS315 3/4"0 STRONG-BOLT 2 SS e STEEL PER ICC-ES ESR-3037 ALUM.ALLOY 3.00"OR (4 3/4"EMBEDMENT DEPTH) RensloNs € 2.0" KAV{ art otzcFrwx 6063-T6 2.40" 1.375" 7/16-0HOLE I INSERTTO FOR 318"ME .56" 2 FLANGES BASE PLATE 3/16" 0 •75" ASTM A500 GRADE B 2 1/8"APART POST 0 INSTALLI "x1Yz"x Y,"HDG 1.125" 2.5" WASHER PLATE AT ANCHORS 457EL xIBA 1F1BTi , .75" .75" BASE FLARES INSERT ( , b 157" TO3"1MDEES DATE O62i16 9"SQ.X 5/8"THK g 1.60" TY4- SIDE OF FLANGES THK BASE PLATE DRAWN BY AT 1.5 .0901,TYP. USE FOR 3"OR 4" 1 � FOR 3"POST, (ASTM A500 GRADE B STEEL) INSTALL tY2"x 1Yz"x Ye"HOG STEEL POSTS 5.50" 4"WIDE FOR 4"POST 1 Y" 6Y2" 1 Y4" CHEQlED cm WASHER PLATE AT ANCHORS & /16"023/8"2-WB" COLUMN HOLE /POST SURFACE 1 FOR 130 MPH CE 2-5/16"6 HOLES HOLES 1 O NOTE:CONCRETE SLAB ANCHORS SHALL BE NOTE CONCRETE ANCHORS ARE SHOWN IN TABLE 1. WELDED STEEL BASE PLATE TYP.EA.SIDE MOUNT AND FOOTING DIAMETER a (CC-ES SR 3037)PSON STRONG-BOLT2 55 EMBEDMENT DETAILS ERNATE ALUM 'IT" B RACKET O STEEL "T" BRACKET OD AL BASE PLATEAN ANCHOR FREESTANDING ^ _ O Ji A B C D E F G H J 0 0 O LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS o CD N BEAM SPLICE TO LU rn So OCCUR DIRECTLY OVER 5/8"0 PLASTIC [j ~ a POST.NOT PERMITTED PLUG WHERE .� C.0 O) Q 6 SCREWS @ 2-POST UNITS r SCREW IS INSIDE �. p X¢ PER SIDE I 5" #14 SMS MAY #4 cl� W LL ALTERNATE TO �` U z uj 1/4"0 BOLTS (� Q 0 p — c: z .5' 8"BEAM C) U) CD I .5" N aF 2"X6.5"X0.032" SIDE PLATES �i oR�z ` o; mg I10 MPH 120 MPH 130 MPH SEE NOTES rn a EXP. B EXP, EXP. B EXP. EXP, B EXP. BELOW 6 112"SIDEPLATE EA. SIDE SEE POST SCHED. 5' 2 2 2 3 3 3 #14 SMS EA. GDEFESSIQyq� TOP,MID HEIGHT 6' 2 3 3 3 3 4 AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES 7' 2 3 3 4 3 4 POST SCHEDULE K s 8' 3 3 3 4 4 5 3"SQ.x.032"+(2}T'x 6 1/2"x 0.032" 3"SQ.x.032"+(2)-2"x 6 1/2"x 0.042" 55885 1❑ W/(6)#14 S.M.S.EACH SIDE. ❑2 W/(8)-#14 S.M.S.EACH SIDE. 9' 3 4 4 4 4 5 USE ON CONIC.SLAB ONLY USE ON CONC.SLAB OR FOOTING. * ' 10' 3 4 4 5 5 6 BEAM TO POST CONNECTION 21 11' 4 4 4 5 5 6 OF CALF 12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 06-23-16 13' 4 5 5 6 6 7 COLUMNS(SHOWN AT LEFT)ARE NOT SPECIFIED a FF 2"X6.5"X0.042" SIDE PLATES (E) STRUCTURE DURALUM m 110 MPH 120 MPH 130 MPH -IAPMO O195 EXF B,EXP. EXP. B EXP. EXP. B EXP. C 1 C LU N 1 T 'x0. 2" /(2)TAS 5"xD 42" ID P ES. . 5' 2 2 2 2 2 3 - BE AN 6' 2 2 2 3 3 3 ROLL-FORMED DR C LU N 2 PE SP N T BLE ��J APPROVA1 INSULATED ROOF PANEL 7' 2 3 3 3 3 4 I TERLOCKING SEAMS, TYP. O� 2- 8' 2 3 . 3 4 3 4 _ �a h114 00 PRaE ON, P 9' 3 3 3 4 4 5 �0< O ,e�s 10' 3 4 4 4 4 5 cO�e�RNe 11' 3 4 4 5 5 6 r� kp i 12' 3 4 4 5 5 5 13' 4 5 4 6 5 7 6 NOTE I.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ROOF PANE.ATTACHMENT i AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POST TYPES. LENGTH L REVISIONS wmc wrE DrscBvwx >: ROOF PLAN FASTENERS, 014 SMS E 32' D.C. y SEE SHEET 4 4 HIK PER EACH JOINT `s$( #14 SMS 8 32' D.C. MAX. 45TELJDBI 16.10T1 WALL RDLL-F'ORMEDI4 MIN. PER PANEL INTERLOCK) - HANGER OR IRP OATS 062}16 y: wm 3 DRAWN BY AT ] OLL—FORMED CHECKED GM 9 PANEL TOP 6UDDTT. SKINS IRP LATERAL FORCE FASTENERS, RESISTING SYSTEM! SEE SHEET 4 MIN. NUMBER OF ROOF HANGER 0 INTEERLOCKING PANEL INSULATED IERLOCK NROOF JIINT PANEL REQ. COLUMNS e f 3 SH - 11 A B C D E F 0 G H I J BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS N SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 o m N 1 SIMPLE SPLICE FULL MOMENT W ONj LO (WOONALDECOR HARDBORD, 9" 24• (WOOD,ALUM OR MARDBORD) ~ Q 3" ll'I 11 3" is' 1' 8' •1' 8' 1'1 0) () J'V#IOS.M.S.@EA. � 0 X I LLEY,TYP. (12)-#14x 12'S.MS FACH SIDE DF 3' (a TO6.M.6. ffTHICKN+ESSj= 0+3 #12 S.M.S. II ALTERNATES 11D4'60LT W/WASHER ' W (24 TOT /EA SIDE OF3'60.POST W NP. THICKN�S=.035" U Q Z �_ tt t+ ��++ ++ Co 0 � ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H35 "O' + N M aD• OR 6063-T5 FOR EXTRUDED OR 6063-TS FOR EXTRUDED -T i O I CID NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR I +1 I m) rnIN ALTERNATE INTERIOR BAYS ATANY LOCATION EXCEPT AT END BAYS aSQ.POST SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCH I-BEAM FVWGEi-BEAM ALUM ALAS NEEDED TO CLEARNOTE:IF SPLICE OCCURS ATALTER14ATE INTERIOR BAYS,ASINGLE I2"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAYBE USED. (6061-T6)ALTERNSQ.POST,CONNECTWEBSTL C-BETO POST W1(2)-51V 0 3° THRU-BOLTS 04"1-BEAM. 4414 x 10 S.M.S.EACH SIDE OF3' TOTAL=(B}72'0 BOLTS SQ POST AND(3)-518"0 THRU BOLTS SO.POST VOTAuu ALTERNATE 1/4'08OLT WI WASHER g 2 (o}7'I-BEAMS EA SIDE OF 3•SO.pO6T 4? F� S5885 3 1.D0 ,ya o �--0 0 0 fG�.0 ER FASCIA k 2. oii OR�• 3'6O.POSTy�t60.5R BEAM SPLICECURRE 4" LL OCCURS 070" TAP ° ° H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 OF �L1Ed` 06-23-16 NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf ALUM.ALLOY 3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS 4 6063T6 16 1" 3"SQ.STEEL OR 4"I-BEAM 3'-0" MAG BEAM. DURALUM - MOMENT CSPLICE "L" FASTENERS IAPM0.0195 - NOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE IT'SIMPLE CSPLICE(ONE SIDE OF WEB)MAY BE USED. 2'-0" 6-#145DS 4 FASTENER TO FASCIA-SEE TABLE 3'-0" 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE AHIAPPROVAL I. S' FASTENER SPACING=3f4" OPTIONAL LATTICETUBES O O O #14x1P2"S.M.S.TOP ATOVERHANG \_(6)414 SIDS @ EA.SIDE &BOTT.(2}TQT. TOP&BOTT.TOT=24 SPECS WrffRE O f OCCURS 4. ' oO ( ROOF PANEL FASTENER 612' TYP. — --- - oo • GROUP O O ROLLFORMED OR 00 ExTRUDEO GUTTER ALUM.BRACKET - 3"X 3"ALUM.OR 914 S.M.S.@l2"SC ALUM.ALLOY 16" 1" STEEL POST FASCIA 6 6063-TS 3'-0" 61)2"x2"x.D24 T i" '1'SEETABLE T'I-BEAM MOMENT"PUCE RAFTER REVISxM 1 Y" SQ. OR 2" LATTICE TUBE 1 2"XY LATTICE TUBE LATTICE TUBE TO RAFTER 16 "U" BRACKET- RAFTER TO BEAM 17 3.125"FOR 3 x RAFTER 2_125'FOR 2 x RAFTER ALUM.ALLOY 3105-H25 1 112"SQ.,2"SQ., 4 STFLJOB i tstml ALUM.ALLOY 3105-H25 OR 2"x3"LATTICE t=.040"[:J_7@ 6063-T6 #8x2"SMS,2 V2" @3'D.C.MIN. 1112" 1.50 1.50„ OR 3112",TYP.• UP TO 5'O.C.MAX. OATS osz/-16 € 26" 28" 3 —_—_— —_ DPAWHBY AT I} �I�,"�JI 2" I� (6)-BRACK TT SCREWS #/2' MIN. GM i .018" � 018" BRACKET TO RAFTER R RAFTER 0 0 BEAM TO POST& 0 LATTICE TUBE TO .q �? RAFTER CONNECTION g B DETAILS j (6)418RACKET TO BEAM 2.756 SH - 12 1 E> ......... A 8 C D E F H HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS " CD m N co u7 Ui W O y, WU m `" ox TRIBUTARY WIDTH TABLE PROJECTION CLEAR SPA U z O� CLEAR SPAN (FT.) oJH CDO co GO 2O.H. 6 7 8 9 1O 11 12 13 14 16 16 17 18 79 2O 21 . co00 3 4 4 5 5 6 .6 7 7 8 8 9 9 10 10 11 N of1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY= Il m 112 SPAN+O.H. 2' S 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP � �31 _ 7 7 8 8 9 9 10 10 11 11 12 12 NPNP NP QpFE5814' _ _ _ 9 9 10 10 11 11 12 12 NP NP NPNP NP %5' _ - 11 11 12 12 NP NP NP NP NP NP NP RIBUTARY ON MULTIPLE SPANS IS 6O CENTER SPAN TO CENTER SPAN o S 5885 NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED - OF CA0 ' . 06-23-16 4 DURALU NI IAPMO 0195 AHJ APPROVAL 5 7 i FAN BEAM s 6 `- FAN BEAM(19'-0"MAX SPAN) REvisiorvs NAG PciE CESC.WFIpI 3 Y FAN BEAM FAN BEAM $ J Q HEADER 2 1/2" zrOR EILING FAN AND/ T .075' 21/2" 95TEL JOB: 1&1011 1= LIGHT FIXTURE _ ti (MAX,30 Ibs.)' W DATE 04a16 - #14 x 3 1/2"S.D.S. SCREW �#12 S.D.S.SCREW AT BEAM AT HANGER CHANNEL DRAWN By AT FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL cHEcnED GM e HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS € i SH - 13 g A B C D E F G H I J n o 04 BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED& LOAD--AND 0,130 MPH COVERS ; g to 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C f k c� N o LLI m co 6.5"ROLLFORM U 6f` „ 1. 9" Gu7m co- 0 oO x E T.cuP _ ATTACHEDSOUD FREESTANDING SCUD �jY tt, Of W L¢L. SPLICE sPucE «cups = PACING m� gp CING N) POST. SPACING (N) POIST SD 1® W CD 6.5" 2.57" wHERE �I ]T�12 Q.. ON SLAB �� (BPAN) (1 TYPE SP TYPE fE S' QSPLICE ocCURS 1 AST (2),(3) r O ( AM (1)L0.73° aou� 4.1' 4.6" GRA3.0° G 11'-9" 18 71'-9" 26 m U) Uri I II 0.076' 0.065" .032" C 13'-7" 5' 11'-9" 20 B 11'-4" 28 G 5 m o 0.075' II 3'0" PP. ALUM. r N M .038' NP. 10'-9" 18 70'-9" 26 2.08' IYP. L I 2.D4' i r 11'-4" 6' B G 6' . ev I 10'-9" 21 10'-4" 27 rn L________ F..-3.0"--..� I 1D,_0" 19 10'-0" 26 9'-B" 7' 1Ub" 21 B y,�" 27 G 7' 2.93" 3.0' 3.0' .00" 9'-4" 19 9'-4" 26 3"SQ.x0.032"ALUM. BEAM J 8'-6" 8' B G 8' FESSI 6.5"ROLLFORM /1 MAG BFAM �„L"I-BEAM 4.5"MAG GUTTER /1W/12 GA.STL."U"CHANNEL 9-4 22 9-1 26 49QE� �ajVq< A ALUM.ALLOY � ALUM.ALLOY " ALUM.ALLOY � ALUM.ALLOY G ASTM A653 SS N 7'-7" 9' $'-00" 20 B 8'-10" 27. G 9' 80fi3-TB 6G63-TB 6G63T6 6083-TB GRADE SO GO B''1 D° 22 8'-7" 26 y �. 8'�" 20 8'-6" 27 (4 6'-9" 10' $'s^ 23 B VA" 27 G 1 o' S 5885 B'-1" 21 8'-1" 27 0. SPICE r-0ezg C 6'-2" 11' 8'-1" 23 C 7'-9" 26 G 11' * ' WHERE ALUM r 7 87_6" 224 7 87'-6" 22B occuRs 6. �" 5'-8" 12' C G 12' Eo53-1s 6.656' 7.0" 8.0" 0.11D° 6.5" 6.5 06-23-16 .042` .034' OA42' 7YP• 7yp, np 'ryp. � ATTACHED SCUD FREESTANDING SCUD Y SPACING o MAKPOST FTG. MIN, MAX.POST FTG. MIN. o Q- ON SLAB MN SPACING (IN.) POST SPACING ON.) POST m� "PA° DURALUM I I C C).(3) 1- (,. 1 (f) P.'PE ISPPM (13 TYPE t�- t.75' 2.0"� -I-2.D"-I I--2.0'� 2D"� C® 13'-7 5' 11'-9',_7„ 121 . B 11 D'-10" 22s G 5' IAPMO 0195 0° N to'-s^ 1s 1o'-s" z7 �DBL.2"x6.5"x0.042" /1 DBL.2'k6.5"1032" 3'xVW.042"BEAM r 11'-4" 6' B G 6' �1 7" -BEAM 1 K 10'-7" 22 10'-D" 28 T- ALUM.ALLOY 3009-H36 ALUM.ALLOY 3004H36 ALUM.ALLOY 3009-Fi36 pHJARPRWu ALUM.&TS OR EQUAL OR EQUAL OR EQUAL I 9'-6" 7' 10'-0" 20 B 10'-0" 27 G 7, 60fi3.T6 9'-10' 22 9'.3" 28 W/(1)"C"INSERT ..I 6'-6" 8' 9'-4" 20 B 9'-4" 26 G 8' ALUM.ALLoy . 25• 9-2'.' 23 8'-8" 27 6DW-TB 8'-10" 21 8'-10" 27 � W/�2)„C"INSERTS T-T' 9'ILL $,$„ 23 B 8,_2�, 28 G 9 ALUM.ALLOY is r `^ 8'-6" 21 8'-6" 27 606A L T=nax ASTM U) 6'-9" 10' B G 10' I �4sA M53 ss $'_3" 24 T-9" 28 't WHERE'C'SPDCE OCCURS AS SHOWN IN 8.0" 7.8 5' m ma 8.0" B'-1' 21 B'-1' Z7 ? SPAN TABLES,IT SHALL BE INSTALLED THE 0.042' GRADE s" 6'-2' 11' B G 11' C 7'-10' 24 7'�" 29 FULL LENGTH OF THET•I-BEAM. Typ, cao •�" r 5'-B" 12' T-$7'7" 225 /, 7'$1T-2" 23D G 12,l' V b fi25' REMSgN3 ' ��4. _ ATTACHED SOLID FREESTANDING SCUD r4SMJOB . 2.875' 3.0 3.0 =MAX. MAX. SPACINGBPACING So MPACING FTC•• MIN. SPACI G FTG. MIN.DBL.3"x8"x0.042"BEAM 3"x8"x0.042"BEAM DBL.3"x8'k0.042"BEAM ON SUB mSPACING (IN.) PORT SPACING (IN.) PosTW/14 GA.STL.INSERT WI DBL.14 GA.STL.INSERT (z),(3) ME (SPAN) U) IYPE (SPAN) U) TYPE ALUM.ALLDY 30D4H36 rvI ASTM A653 GRADE 50 G6D ASTM A653 GRADE 50 G60 11-9 20 11'-7" 29 OR EQUAL C 13'-7" 5' 11'-2" 22B 10'6" 30 G 5' 3"xB"x0.042"BEAM DBL.3"x8"x0.042"BEAM M 10'-9" 20 10'-T' 28 b *10T1FOOTNOTE "SAMPLE" /1 W/12 GA STL INSERT 11'-4" 6' B G1 W/DBL 12 GA.STL. INSERT 10'2" 23 9'-7" 30FIGUREXP SURE e-H I ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 1 g_8" 7' 10'-D9 " 223 B 9 918'-10'[28 G 7' 0Ga1s IL�(1-FIGURE INDICATES NOTE WHERE 12 AND 14 GA STEEL INSERTS DRAWN BY AT EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES. NOTE WHERE I2 AND 14 GA STEEL INSERTS OCCURAS 9'-4" 21 9'-2" THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED J Bl�n $� B'_1 D" 24 B 6'-3" G 8' CHEfyFR GM ` WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.6&C. OF THE 3'k8'BEAM. THE FULL LENGTH OF THE 3'xr BEAM. 8'_10" 22 $'-$" E FOOTNOTES TO ALL SPAN TABLES: 7'-71 9' 8-4" 24 B T-10' G 9' BEAM TYPES FOR e S 1.FOOTING SHOWN REPRESENTS LENGTH OF 7 THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3.THE SLAB SHALL BEA MINIMUM 10'-D•WIDE BY THE � V-9" 10, $-6 22 B $-3 G 1D' ATTACHED &EACH SIDE AND DEPTH OF CUBED FOOTING,SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN $'o" 25 T-6" FREESTANDING WHERE SLAB OCCURS,CUBED FOOTING SIZE ORTHE MAXIMUM POET SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAINANY CRACKING FOR 25S30 psf• 6'-2" 11' - 7-70 G 11' B MAY BE REDUCED BY 6"FOR FREESTANDING ONLY. BEAM.WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 0 7'-7" 2! C 7'-2" 31 SOLID COVERS OCCUR AT 10 8 20 psf INSTALLATIONS,SEE TABLE 1,SHEET 47 FOR 9114"MINIMUM. r 51-8" 12' 7'-B" 23 G. 7'-7" 29 �• 12' f MAXIMUM COLUMN SPACING ON EXISTTNG SLAB. [1 T-1" 25 6'-9" 31 S H 14 e a ,.�..r::..�...-z.•..:emu...-::..x naw:::..�..�...��.c-a:..:_n .,c....:::..::::. _.- �,.,............. . . ...._.---------- A B C D E F G H I J r jO C N ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C o Cl CD LO Wmco 3"SQ.ALUM.W/12 GA. T'I-BEAM B MAG BEAM 4"I-BEAM 4.5 MAG GUTTER_ E STL."U"CHANNEL F co V rn 0- X > ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } f e i L)J u MAX.COL Fr MAY-POST FIG. MIN. MAXPOST FTG. MIN. MAX.POST FIG. MIN. MAX-POST FIG. MIN. MAX-POST FIG. MIN. MAX-POST FIG MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FIG. MIN. MAXPOST FTG. MIN. ,€ 0 O SPACING .6 ` a- ON SLAB rcg SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.J POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POPE SPACING (IN.) ;°PE S(SP G (IN.) TOPE SSP�G (IN.) E SISP I�NG (ITN TMPE m_ Ci Q Z lfO (2).(3) r (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) It) TYPE (SPAN) (iJ ( PAN) (i) ) I) ( I I III�� o 10'�l" 17 9'-6" 25 13'-7" 19 12'-4" 27 13'-3" 19 12'2" 27 13'-4" 19 12'-10" 27 23'-0" 22 21'-3" 31 �+ 5, o U) o z O 13'-7" 5' 10'-4" 19 B 9,_2" 26 G 13'-7" 21 B 12'-1" 28 G 13'-3" 21 B 11'-9" 28 G 12'-3" 20 B 1'-10' 28 G 23'-4" 25 E 20'-8" 33 coq - o'D 9'-9" 18 8'-10" 24 12'-9" 19 11'-8" 26 12'-2" 19 11'-6" 26 72'-7" 19 11'-0" 26 22'-D" 23 20'-0" 30 N rn t- 11'11" 6' 9'-9" 20 B 8,-B" 26 G 2'-9" 22 B 11'-4" 28 G 12'-2" 21 B 11'-2" 28 G 11'-3" 21 B 11,0" 28 G 22'-0" 26 E 19'-6" 32 G 6 ` m 9,$„ 7, 9'_3" 18 B 8'-6" 25 G 12'-2" 20 B 11'-1" 26 G 11'-3" 20 B 10'-1 D,_7„ 227 �+7 12'-0'0-4" 2Z1 B 11'-0"0'-2" 227 G 20'-70'10 227 E 19'-0"B'-7" 332 G 7� rn 9'-3" 21 8'-3" 26 12'-2" 23 10'-9" 27 11'-3" 22 B'-10" 19 8'-2" 25 J_�-�97 fZ5E 10'-7" 27 10'-7" 2D 10'-4" 27 11'-6" 21 C 10'-6" 27 20'-1" 25 W-2" 31 " J 8'-6 B 8'-10" 21 B '-10" 25 G 10'-4" 27 G 10'-7" 23 . B 10'-2" 27 G 9'-9" 22 B 9'-7" 27 G 20'-1" 28 E 17'-9" 31 G B' ) Wt 7-7 9' 8'-7" " 19 B 7'-9" 26 G 10'-2" 28 G. 10'-0" 20 B 10'-0" 27 G+ 11'-D'9'-2" 222 C B 10-19'-0" 227 G 19'-16 2' 228 E 1T-6'T-1" 332 G 9 ,�\� B-7 22 7'-7" 26 " 10'-0" 27 10'-0" 23 9'-T' 27 B 8'-3" 20 7'-7" 26 9'-10" 28 9'-6" 21 9'-6" 28 10'-4"' 2. C 9'-9" 28 18'-3" 26 6'-10" 32 H 10' S 5885 (n 6'-9" 10' B'-3" 22 B 7'-4" 27 G " 9'-T' 28 G 9'-6" 23 C 9'-2" 26 G 8'-9" 23 B 8'-7" 27 G 1 B'-3" 29 E 16'-0" 32 fin. 0 8'D" 20 7'-0" 27 9'-7" 29 9'-V 21 9'-1" 28 9'-10'. 22 9'-6" 29 17'-4" 26 16'4" 33 ' O 6'-2' 11' 8,_0„ 23 B 7,_2„ 28 G „ g3„ 26 G g._ 1. 24 Ci g,_9„ 28 G 8,-4 23 Ci g'_2" 28 G 17'-4" 29 E 16'-0" 33 H r 5 8 12 7,_7„ 21 C 7,-2" 27 9,_3„ 29 G 8,_8"8'-8" 224 Ci 8 B g,-0" 228 G 9'-6„B 0" 223 C' 9,_2.,-10" 228 G 16'-16'8' 230 E 16'-D'S,_7" 333 H 12' OF CAL\f"' T-T' 23 7'-0" 26 G 9'-1" 29 06-23-16 ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID I FREESTANDING OLIDI ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID 5 = MAXCOL �� MAX.POST FIG. MIN. MAXPOST FTG. MIN. MAXPOST FIG. MIN. MAXPOST FIG. MIN. MAX-POST FIG. MIN. MA7C.PO5T FIG. MIN. MPX.POST FIG. MIN. MAXPOST FTG. MIN. MAXPOST FIG MIN. MAX.POST FIG. MIN. �o SPACING �o go ep o SPACING (IN.) POST m Q., ON SLAB o SPACING (IN.) POST SPACING (IN.) POST SPACING (INJ POST SPACING IN.) POST SPACING IN.) POST SPACING (IN.) POST ACING (IN.) POST P.CING (IN.) OST SPP.CING (IN.) POST C (2),(3) r (SPAN) (i) TYPE (SPAN) (i) TYPE (SPAN) (7) TYPE (SPAN) ((i) TYPE (SPAN) ((i) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) 7YPE (SPAN) (il TYPE (SPANI (i) TYPE DURALUM G 13,_7„ 5. 10'-0". 78 - B 9..,6,,._ 26 G 13,_7" 19 B 12'-4" 26 G 13'-0" 19 B 12'-''1,-0„ 230 >J 1!T '1,_2„ 121 B 12'-211'-0' 229 G 23'23,_7„ 227 E 21'-320,_7„ 334 G H s. .._ IAPMO 0195 O 10-3 20 9'-0" 28 13'4" 22 11'-8" 30 13'-1" 22 ° r 11'�" 6' 9'-0„ 19 B 8'-10" 26 G. 12'-9" 20 B 11'-8" 28 G. 12'-2" 20 B 11'-6" 28 G. 12'-0" 20 B 11'-610'-0' 228 G 22'-02''_g 228 E 20'-0.1 322 G H 6' 9'-8" 21 8'-6" 27 12'-B" 23 11'-1" 29 12,-0" 23 0'_10' 29 10'-3" 22 1 9'-8" 7' 9'-3" 19 B 8'-6" 26 G 12'-2" 21 B 11'-1" 27 G 11'-3" 20 B 10•_1 27 G 11'-7'9,-B 222 B 11'-09'-3" 226 G 20'- 25 229 E 19'-0'8,-0„ 333 GH 7' uu nPPaova. 9'-2" 22 8'-1" 27 12'-D" 24 10'-6" 29 11'-1" 23 10'-3' 29 8' 8'-10" 20 B 8'-2" 25' G 11'-8" 22 C 10'-7" 27 G 19'-7" 21 B 10'-49'-9" 226 10-18=10 22310'-6" 27 20'-1" 26 s B-9 23 7'-8" 27 11'-6" 25 10'-1" 29 10'-4" 24 G B 8'-8" 27 G 19'-9" 29 E 17'-3" 33 H 8 7,_7„ 9, B,_7"B'-6" 223 B 7 97,�� 228 G 11''10 10 225 Ci 1OL 9'-8" 228 G 10'-09'-9" 224 C B 10 09-3" 228 G lU'3'8-4' 223 C B 10,-8 2" 228 G 19'-1B._9„ 230 E 1T-66'-7" 333 H 9 8'-3" 21 7'-7" 28 10'-61. 23 9'-10" 28 9'-6" 22 9'-6" 28 9'-9" 22 C 9'-8" 28 18'-3" 27 6'-10" 32 6'-9" 10' 8'-2" 24 B 7'-2" 28 G 0'-3" 26 C 9'-0" 28 G 9'-3" 25 C 8'-9" 28 G 8'-0" 24 B T-9" 28 G 7'-10' 31 E 16'-1" 32 H 10' !, ° 8'0" 21 T-4" 27 10'-0" 23 9'-7" 29 9'-1" 2 9'-1" 28 9'-3" 22 C 9'-3" 28 1TA" 27 16'-4' 33 O 6'-2" 11' 7'-9" 24 B 7'-0" 29 G 9'-9" 26 Ci 91„ 29 G & 10- 25 C V-4" 29 G 7'-6" 24 B 7'-6" 29 G 17'-1" 31 E 15'-7" 33 H 11 i T' 7'-7" 21 7'-2" 28 9'-7" 23 9'3" 29 8'-8" 22 8'-8" 29 8'-10" 23 C 8'-10" 29 16'-8" 28 16'-0" 34 ' 5'-8' 12' 7'-6" 24 C 6'-9" 30 G 9'-4" 26 E B'-9" 30 G 8'-4" 25 C 6'-1" 30 G 6'-10" 24 B 7'-2" 30 G 16'-4" 32 E 15'-1" 33 �..� 12 e B i REVISIONS 3 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID wrvc ugh. ecsrnra" MAXCOL. �r MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAXPDST FTG. MIN. MAX.POST PTO. MIN. MAXPOST FTG. MIN. MAX.POST FIG. MIN. o SPACING om MAi(•POST FIG. MIN. MAX.POST FIG. MIN. MAXPOST FTG. MIN. MAX.POST FIG. MIN. ON SLAB mg SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m N ° C (zL(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE ? g G 13,_7" 5, 10,-4., 19 B 9,_3„ 28 G 13,_7„ 21 B 12'_2„ 30 G. 13'-3" 21 B 12'-0"._2�� 231 G 12-610'3" 222 B 0'-1' 230 G 23' 22,_6„ 228 E 19,_7„ 336 H J 5 CD 10'-0" 21 B'-8" 29 3'-1" 23 11'-0" 31 12'-7" 23 9'-9. 20 8,-9" 27 12'-9" 22 11'-6" 29 12'-2" 21 11'3" 29 11'4' 21 11'-3" 29 22'-0" 26 19'-8" 34 H 6, as1FL.loer 1�1677 6' g'-6" 22 B 8'-2" 28 G 12'-4" 24 B 10'-8" 30 G 11'1i" 24 B 10'-7" 30 G 9'-4" 22 B 9'-2" 29 G 21'-2" 29 E 18'-4" 35 I T i , 9'-3" 20 8'-4" 27 12'-2" 22 B 10'-1 29 11'-3" 22 10'-B" 29 10'-7" 21 10'-7" 28 20'-1 27 18'-9" 33 H DATE osz+ls 9'-8" 7 g'_p" 23 B 7'-9" 28 G 11'-8" 25 C 10'-2,, 30 G 10'8" 24 B 1 11 0'-0" 30 G 8'-9" 23 B 8'-7" 29 G 20'-2" 30 E 17'-6" 35 I 7 DRAWN IN AT 8' 8'-10" 21 B 8'-0" 26 G 11'-e" 23 C 10'-6" 26 G 10'-7" B 10'-39'-4" 229 G 10'-0'B-2 223 B 9 18'-0" 226 G 20'-' _2 231 E 18'-0"6'-9" 334 H 8 CHECKED GM B-7" 24 7'-6" 28 1'-1" 26 9'-9" 30 1D'-0" 25 ° (n 7,-7„ 9, 8'-7" " 2 B 7'-6" 27 G 11'-1" 23 C 10'-1" 28 G, 10'-0" 23 B 9'-9" 28 G 9��117'-8" 224 B 9�7'-7" 229 G 19'-1"81 231 E 17'-1"61 334 H 9� SOLID COVERS ATTACHED 8-3 24 r2- 29 1V_r 26 9'-4" 29 9'11" 25 C 8'-10" 29 (n 6'-9" 10' 8"' 22 B 7'-6" 28 G. 10'6" 2 C 9'8" 28 G 9'-0" 23 Ci 9'3"B 7„ 230 G 8 107'-D" 224 B 8 17'-2" 230 G 18'-17'-2" 232 E 16'-85 7 334 H 10' & FREESTANDING BEAM -10" 25 7'-0" 30 10" z7 s'-1^ 30 8,-s" zs SPANS, 10 PSF L.L, s 8'-0" 23 B 7'-3 29 10'-D" 24 C 9,-4" 29 9'-1" 24 8'-10" 29 8'-6" 23 C 8'-6" 29 1T-4" 29 16'-2' 33 H 7'-6" 25 C 6'-9" 31 G 9'-6" 27 E 8'-s" 31 G 7'-9" 25 C' 7'-4" 31 G 6'-0" 24 B 6'-10' 31 G 16'-0" 33 E is-1" 33 I 11' 11110-130 MPH 1 T_ T-7" 23 T-1" 29 9'-7" 25 9'-2' 29 B'-B" 24 8'-6" 29 8'-2" 23 C 8'-1" 29 16'-8" 30 E 15'-8" 33 H 12. C M 15 5'-81. 12' T-1" 25 Ci 6'-7" 31 G 9'-1" 28 E 8'-6" 31 G T-1" 25 C fi'-9" 31 G 5'-9" 24 B 6'-7" 31 G 15'-9" 33 14'-8" 33 I `,J' 1 A C F O H J S O E '.i 0 2 •a- ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C N co o (LIrn m 7"I-BEAM 7"I-BEAM ~ ¢ m /1DBL.2"x6.5'k0.042" DBL 2"x6.5"x0.032" 3'x8"x0.042" BEAM t W/(1)"C"INSERT W/(2)"C"INSERTS ( J OR {� U U m ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDINGSOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEOSOLID FREESTANDING SOLID rc III R' O MAX.COL. �f a= W > — SPACING So MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAx.POST FTG. MIN. MA FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST MAX.POST FTG. MIN. MAXPOST MAXPOST FTG. MIN. So C) O ON SLAB m5 SPACING (IN.) POOT SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) p05T SPACING SPACING (IN.) POST MN Z 1f7 (SPAN) p) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2kg sxo L. FBEAM S- (1) TYPE ESR•xOaBO F9EANI9• l9 TYPE O — r z 13'-T' 5' 26'-9" 23 24'4' 32 G 29'-6" 24 26'-1 33 H 16'-0" 20 B 16'-OS'-3" 230 13 1,2'-7" 13 2'-10" 121 13'-2" 13'-8" 27 5' NCn O 26'_911 26 E 23'-8" 34 H 29'-6" 27 E 26'-2" 35 I 16'-0" 22 G B 12'-3" 12'-7" 29 G t 1:fl — r g' 25'-3" 24 E 23'-0" 31 G 2T-9" 25 E 25'-3" 32 G 14'-7" 20 B 14'-14'-0" 229 G 12'-71'-6" 12-61-9 1 21 B 12'-11'-2" 12 1'-6" 228 G 6' v 25-3" 27 22'4" 33 H 27'-9" 28 24'-7" 34 H 14'-7' 23 Cn 9,-0,1 7, 24'-0" 25 E 211_9,� 32 G 26,_4„ 26 E 24'-0" 32 H 13'-613,_6�� 223 �i 13'-63,1. -0„ 229 G 11'-'"0'-6" 11 0'-10' 222 B 11'-2"0,4' i_ 7" 27 227 G 7' 4'-0" 28 21'-3" 33 H 26'-4" 29 23'4" 34 J 8'-6" g' 23'-0" 26 E 20'-1 " 32 H 25'-3" 27 E 23'-D" 33 H 12'-8'"2'-8" 21 12$ 28 10'-6" 10'-10" 20 10'-6" 10'-10" 27 23'-0" 29 20,_3„ 32 25'-3" 30 22'4" 33 C 12'-2" 28 G 0'-0" 10'-2" 22 B 9'-9" 10'-0" 27 G 8' �fESSlI�Q-,y�9< 7,_7„ 9, 22'-1" , „ 27 E 2D'_1" 33 H 241_3" 27 E 22'- 34 H 12'-0" 22 C 121.0„1 6" 229 G 9'-109,,41� 10 9'-8" 223 C B 9'-109 2 10'-29'4" 227 G 9 22-0 30 _ 19'-7" 33 24'-3" 31 21W" 34 1 12'-D" 24 y `N• a ILL 21'4" 27 19'4" 34 23'-6" 28 21'4" 35 11'4" 22 11'4" 29 9'4" 9'-2" 21 9'4" 9'-2" 26 1 4�a7 6'-9" 1�' 1'4" 31 E 18'-10' 33 H 23'-6" 32 E 20'-9" 34 I 11'4" 25 C 0'-10" 29 G 9'-0" 9'-2" 23 C 9'-9" 8'S" 27 G 10 S 5885 20'-8" 28 E 18'-9" 34 I 22'-9" 29 E 20'-8" 35 I 10'-1 „ E 10_110'4" 329 9 0'8'-7" 848'-4" 223 9-p g'4" 28 18'-3" 34 22'-9" 32 20'-2" 35 0'-10" 25 G_ C g'4'1 7t8^ 28 G 12, 20,_1„ 26 E 18'-3" 35 I 221.1,1 29 E 20'_1" 36 J 10'4" 23 E 10'4"0-0 330 G. 8 78-2" T$7'-8" 223 Ci 8,_7,18 D 7'-8'7,_1�� 226 G 72' OF CAL\E� . 2D'-1" 32 1T-9" 35 2T-1" 33 19'-7" 35 10'4" 26 06-23-16 ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDINGSOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SO LID MAX COL MAXPOST FTG. MIN. MAx.PDBT FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FfG. MIN. MAXPOST MAXPOST FfG. MIN. MAIC.POST MAXPOST FTG. MIN. �o SPACING �� SPACING SPACING SPACING SPACING ON SLAB m3 SPACING FG POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPP.CING (IN.) POST SPACING (IN.) POST FUR UBL FOR 3kB' (IN.) PORT FOR DBL. FDRJXa (IN.) p05T m5� l2)•(3) p (SPAN* (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1} TYPE (SPAN* (1) TYPE 2 3W.IX1Y• BEAM 11) TYPE 2 3w.V BEAM (1) TYPE a DURALUM 13'-7" 5' 26'-9" 24 244 34 H 29-6 . 25 r 26-1 35 I 16'-0' 30 -8" 20 13'-2" 13'-8" 29 5' IAPMO 0195 Q 6'-6" 28 E 23'-1" 36 1 29'Z' 29 E 25'4" 36 K 14'-10 22 B W-7" 31 G 12'-T' - 1,-8„ 21 `R 12'-3" 11'-6" 30 G r 11'4° 5' 25'-T' 25 E 23'-0" 33 H 27'-9" 26 E 25'-3" 34 H 14'-7" 20 B 14'-13'4" 23] G 12'-1"1 6 12-13". 28.1 22 B 72,_1'1 2 12'-6"0'_61j 229 G 6 4'-10' 29 21'-s" 35 I 2T-6" 3p 23'-10 36 K 13'-B" 23 1 24'-0" 26 21'-9" 33 H 26'4" 27 24'-0" 34 H 13'-0" 21 13'-6" 29 11'-2" 11'-7" 21 11'-2" 11'-T' 28 AIII APPROVAL 9'-8' 7� 2V-8" 30 E 20'-8" 34 I 26'-1" 31 E 22'-9" 35 1 12'-B" 23 C 12'4' 30 G 10'-B" 10'-0" 23 B 10'4" 9'-8" 28 G 7 ,J 8'-6" g' 23'-0" 27 E 20'-1. " 32 H 25'-3" 28 E 23'-0" 33 H 12'-B" 21 C 72'-8"1 7" 230 G 10'-60'-0" D 19-3'0.1 223 B 10'-09 9 10'-19'1 228 G 8' 5 y 22'-8' 31 19'-9" 34 25'-0" 32 l _9" 35 I WAG 24 7'-7" 9' 22'-1" 28 E 20'-1" 33 H 24'-3" 29 E 22'-1" 34 H 12'-0" 22 C 12'-0"1'-0" 229 G 9 109'4" 10 8'-9" 223 C 8 9'-109 2" 10'-28'-7" 226 G 9 � 21-9' 32 19'-011 34 24'-0" 33 21'-0" 35 I 11'-2" 24 21'4" 2B 19'4" 34 H 23'-6" 29 21'4" 35 1V4" 22 11'4" 29 9'4" 9'-2" . 2 C 9'4" 9'-2" 28 , ' (n 6'-9" 1D' 21'-1" 32 E 16'4" 33 I 23'-2" 33 E 20'-2" 34 I 10'-6" 25 C' 10'4" 29 G 9'-0" 8'4, 24 B B'-9" 7'-9' 28 G 10 r 20'-8" 29 18'-9" 34 22'-9" 30 20'-B" 35 1 10'-1 „ 22 10'-1 " 30 9'-0" 8'4" 22 9'_0' 8'-4" 28 I Q B�-2" 11 20'4" 33 E 17'-9" &3 �1 22'-6" 34 E 19'-7" 35 J 1p'-2" 25 E '-1 D" 29 G 6'-7" 8'-D" 24 C' 8'4" 7'-1" 29 G 11 3 r 20'-1" 30 18'-3" 22'-1" 31 20'-1" 36 10'- 23 10'4" 308W" 7'-B" 22 8'-T' 7'-8" 265'-a 12' E E J 9,_9„ 6 E 9,�„ 30 G g,_2„ 7,4„ 24 C g1-0" 61.7„ 30 G9'-10' 34 17'-3" 21'-10' 35 19'-1" 35 3 b REVISIONS y ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDlNGSOLID ATTACHEDSOLI: FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID zi wa1 wre " + MAx.COL. aF FTG. MIN. a MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. g pC SPACING SPAC NG SPACING SPAC NGT (IN MIN. So a DNS 5� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST FORDSL FOR 3ke' (IN.) POST FOR DBL. FOR 3k6- IIN.) POST m� ° C (2).(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE Zks.55m.m2• BEAM (1) 7YPE 27<B.Sko.mi2• BEAM (1) TYPE F x C 13'-7" 5' 26'-9" 26 E 24'-0" 35 1 29% 27 E 26'-4" 36 K 1V-0"3'-B" 224 15 13'4" 332 13-2" 13'-1" 20 13'-2' 1V-0" 27 1 O 5'_T 29 22'4" 37 K 28'-6" 3D 241-811 36 B G 12'-7" D'-9" 22 B 12'-3" 10'-7" 29 G 5 r 11'-4" 6' 25'-3" 27 E 22'-7" 35 1 27'-9" 28 E 24'-1 " 36 1 14'-7" 22 B 14'3"2'-3" 332 G 12'-1"1-6" 12'-0° 21 B 12'-11_2 1-101 A 228 G B' 95TF1J002 tstmt 24'-3" 30 21'-1" 37 K 26'-Y' 31 23'-3" 37 K 12'-7" 24 -10" 23 I 24'-0" 28 21'-6" 34 H 26'4" 29 23'-8" 35 1 13'-6" 23 13'-2" 30 11'-2' 11'-11, 22 11'-2' 11'-1" 27 DATE 5621-tb 1 9'-B" 7' 23'-1" 31 E za_1" 36 K 2"&-6" 32 E 22'-1" 37 K 11'-8" 25 C 11'4" 31 G 10'-8" 9'-2" 23 B 10'4" 9'-0" 27 G 7' ORAVM gy AT 23'-0" 29 20'-7" 34 H 25'-3" 30 22'-8" 35 1 12'-8" 24 12'4" 30 10'-6" 10'4" 22 1D'-6" 10'4" 27 J 8'-6" B' 221_111 32 E 19'-z" 36 I 24'4" 33 E 21'-2" .37 K 10'-10 Z6 C' 10'-8" 30 G 10'-0" 8'-7" 24 B 9'-9" 8'4" 27 G $ cxEa�o OM _ 22'-1" 29 19'-9" 34 H 24'-3" 30 21'-9" 34 1 12'-0" 24 11.4. 29 9'-10" 9'-9" 23 C 9'-10" 9'-8" 27 G g' SOLID COVERS ATTACHED 7 7" 9' 273 33 E W-6" 35 1 23'-6" 34 E 20'4" 36 K 10'-3- 26 C 1D'-1" 30 G 94" 8'-1" 24 B 9'-2" 7'-10" 27 �' 21'4" 3D 1s'r' 34 H 23'-6" 31 2r-r' 34 1 11,4' 25 1r 1" 29 9'4" s'-2" 23 9'4" s'-s" za & FREESTANDING BEAM (n 6'-9" 10' 20'-7" 34 E 17'-10' 35 I 22'-B" 35 E 19'-B" 36 J 9'-9" 27 C' 9'-T' 3D G 9'-0" '-8" 25 C 8'4" 7'-2" 27 G 1 D' d SPAN5, 10PSF LL, 6'-2" 11' 20'-B" 31 18'-6" 34 1 22'-9" 32 20'4" 35 1 0'-1 „ 25 E 10.7"2 299 G+ 9'-0"8'-7" B47'4" 225 Ci 9 D'B-0„ B-0'6'-7" 228 G 11' 110-130 MPH j e O 9'-10' 35 E 17'-3" 35 J 22'-0" 36 E 19'-1" 35 J 9'4' 27 T „ , 20'-1.1 31 18'-0" 35 1 22'-1" 32 19'-9" 36 10'4" 25 10'-2" 30 H 8'-7" 7'-8" 23 5-13 12 19'-Y 35 E 16'-9" 34 J 21'3" 37 E 18'-6" 35 J 9'-0" 27 E 8'-9" 31 G 8'-2" '-10" 25 C' SH - 16 A R C D E F G H I J CD N V ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C N � 7 3"x8"X0.042" BEAM 3"x8"x0.042" BEAM DBL.3"x8"x0.042"BEAM DBL.3"x8"x0.042' BEAM ? IW_- QCIO DBL.3"x8"x0.042"BEAM W/14 GA.STL. INSERT NI W/12 GA.STL.INSERT_ W/DBL. 14 GA.STL. INSERT W/DBL. 12 GA.STL.INSERT �l 7 U � m I v v r !y co O xQ ATTACHED SOLID FREESTANDING SOUR ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SCUD FREESTANDING SCUD ATTACHED SOLID FREESTANDING SOLID I W_ LL ¢s S ACING S a MAx.P05T FTG. MIN. MAX.POST FTG. MIN. MPX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MPX.POST FTG. MIN. MAXPDST FTG. MIN. MA%.POST FTG. MIN. jo W C.., ON SLAB SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN,) POST SPACING (IN.) POST SPACING (IN.) POST SPACING 8N.) POST SPACING (IN.) POST SPACING ON.) POST mg U Z L� C (2),(3) r (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) T•PE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE Q c- G 19'-3" 21 19'-3" 30 18'4" 27 18'-4" 30 20'-1" 21 20'-1" 30 25'-1 23 25'-1 " 32 28'-4" 24 27'-8' 35 0 � z 13'-7" 5' 18'-1" 23 C 17'-B" 31 G 18'4" 23 C 1T_6" 31 G Ci G E E J 5' o can `L' 20'-1" 24 19'4" 32 5'-1D" 26 4'-10' 34 H 28'-4" 27 27'-0" 37 N ch 17'-7" 22 17'-7" 29 16'-9" 21 16'-9" 29 18'4" 22 18'4" 30 23'-B" 24 _ 23'-8" 32 25'-1 " 25 25'-1 34 r 11'4" 6' 16'-0" 24 C 16'-1" 31 G 76'-9" 24 C. 16'-2" 31 G 18'4" 25 C 1T-B" 31 G 23'-8" 27 E 22'-9" 33 H 25'-10" 27 E 4'-10" 36 J 6 m 7' 16'-15'-3" 224 C 16'15 0" 230 G 15'-'5-7 224 C 15'-7" 29 G. 17'-1" 22 E 17'-1" 30 G. 22'-0" 24 E 22'-0" 32 H 24'-0" 25 E 24'-0" 34 J 7' 15'-0" 30 17'-1" 25 164" 31 22'-0" 27 21'-1" 33 24'-0" 28 23'-1" 35 o J 8,-0" B, 15'J'4'4" 225 E 15'-74,_p,� 329 G 14'-14,_7„ 225 E 14'-'4,_1„ 229 G 16'-0'6'-D" 226 E 16'-05 4 330 G 20'-20,_7„ 228 E 20'-19,_9„ 332 I-I 22' 22,_6,� 229 E 22'-27,_7�� 324 J B, ES81 14'4" 23 14'4 30 13'-9" 23 13'-9" 30 15'-1' 23 15'-1" 21 19'4" 25 19'4" 33 21'-2" 26 21'-2" 35 13'-7" 25 E 13'-2" 30 G 13'-9" 26 E 13'-3" 30 G 15'-1" 26 E 14'-6" 30 G 79'4" 29 E 18'-7" 32 H 21'-2" 29 E 20'4" 35 J 9' + 13'-82-10 226 13�2'-7" 330 G 13'-113 1 226 E 13'-12'-T' 330 G 14'1�4J" 227 E 14'3"3,_y„ 237 G 18'4'8'4" 229 E 18'4'7,_B„ 333 f"I 20'-120,_1„ 23p E 20'-119'4" 335 J 10, S5885 `H 6'-9" 11)' E 13'1" 24 13% " 31 12'-6" 24 12'-6" 31 13'-8" 24 13'-B" 31 17'-7" 26 1T-7" 34 19'-2" 27 19'-2" 36 O 6-2 11 12'-3" 26 E 12'-0" 30 G 12'-6" 26 E 12'-0" 30 G 13'-8" 27 E 13'-1" 31 G 17'-7" 30 E 6'-10' 33 H 19'-2" 30 E 16'-6" 35 r' 12'-0" 24 12'-6" 31 12'-0" 24 12'-0" 31 13"1" 25 13'-1" 32 16'-9" 27 16'-9" 34 H 18'4" 28 18'4" 36 5'8" 12' 11'-9" 27 E 31 G 12'-0" 27 E 11'S" 31 G 13'-1" 28 E 12'-7" 32 G 76'-9" 30 E 16'-2" 34 I 18'4" 31 E 1T-8" 36 J 12' OF CAl\F� 06-23 16 ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOUR ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > < MAX.COL SPACING 5 c MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAXPOST FTG. MIN.b2T-8" FTG. MIN. MAXPOST FIG. MIN. MAXPOST FTG. MIN. �m Q- ON SLAB m�i SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST (IN.) POST SPACING (IN.) POST SPACING (IN.) POST mS� (2) (B) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (+) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN)' (i) TYPE TYPE AN TYPE (SPAN) TYPE '� 19'-3" 22 C 19'-3" 32 18'4" 22 18'4" 31 G 20'-1" 22 20'-7" 32 G 25'-1 " 24 34 H 28'4" 25 27' " 35 1 DURALUM O 13'-7" 5' 16'-6" 24 B 16'-1" 32 G 1T4" 24 G � 17'W 33 H IW-X 25 C 18'-IT 33 H 24'4" 27 E '36 K 26'-8" 28 E 26'-7" 37 K 5' IAPMO 0195 . _ r 1V-4" 6' 7T-15'-1" 225 C 17'-14'-8" 332 G 16'-95-10 225 li 16'-9'S- 332 G 18'4" 23 C 18'4" 31 G 23'-0" 25 E 33 H 25'-1 " 26 E 5% 34 H 6, 17'4" 26 17'0" 33 H 22'3" 28 35 1 24'4" 29 23'-9" 36 J9-0„ 7' 16'-74,0" 225C16'- 331 G 15'-,'4,-0" 226 C 15'-;'4'4" 331 G 1T-16'_1" 226 E 1T-115,_8" 332 G 22'-20,_8„ 229 E 334 I-'I 24'-22,_7„ 229 E 24'-Z2,_1„ 335 H I 7, Ax,APPRavaL 6 J 8'-6" 8' 15'-13'-1" 226 E C 15 32'-9" 33D G 14'-15 9" 226 E 14'-73'-6" 231 G 16'-0" 24 E 16'-0" 30 20'-7" 26 E 20'-7" 32 H 22'-S" 27 E 22'-6" 33 H B, 15'-1" 27 14'-8" 32 G- 19'4" 29 8'-10' 34 21'-2' 30 20'-8' 34 I 7'4-, 9, 14'4'2'4" 226 E 14'4'2'-1" 330 G 13'-9" D" 227 E 13'-91, 330 G. 15'-1" 25 E 15'-1" 31 G 19'4" 27 E 19'4" 32 H 21'-2" 27 E 21'-2" 34 H 9' LL 14'-2" 27 13'-10" 31 H 18'-3" 30 17'-10' 33 20'-0" 31 79'-6" 34 1 6,_y„ 10, 13'-8'1'_8" 227 E 13'-8"1,-0„ 330 G 13'-'"2,4�� 227 E 13'-12,_1„ 330 G H 14 13'-6" 226 E 14'-3�'3 2 331 H 18'4'T4" 230 E 16'4'7,_p„ 333 I-I 20'-119,_0„ 231 E 20'-118'-6" 333 H I 10 6'-2" 11, 13' 1" 25 E 13'-1" 31 12'-6" 25 12'-0" 31 G 13'-8" 25 13'-B" 37 1T-7" 26 1T-7" 33 19'-2" 28 19'-2" 34 O 17'-2" 27 11'-0" 30 H 11'-9" 28 E 17'6" 3D H 12'-10" 28 E 12'-7" 31 H 16'-7" 37 E 16'-2" 33 H 18'-1" 32 E 17'-8" 34 r' S,_8„ 12, 12'-6'D'-8" 227 E 12'-10%6" 33p �"{ 72'-11 3" 228 E 12'-0"7'-1" 330 I� t3'-112'4" 229 E 13'-112,_7,� 332 I-'I 16'-5'-10" 231 E 16'-95'-6" 333 H 118 17'4" 232 E 18'477._0„ 334 I 12' 6 Y REVISIONS i ATTACHED SOLID FREESTANDING SOLID ATTACHED SOGlD FREESTANDING SOLO ATTACHED SOLID FREESTANDING SOLID ATTACHED SOUO FREESTANDING SOLID ATTACHED SOLD IRFESTANOING SOLID yya a,E 6�Nz�„ = SSPACCING S a LOL MAX•POST FTG MIN. MAX.POST FTG. MIN.I MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. P3 D_ ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) PDST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. POST SPACING (IN.) POST SPACING IN.) POST SPACING (IN.) POST SPACING C (2),(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) ) TYPE ( ((N.) POST m ° G (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE 13'-7" 5' 18'4" 23 C W-3" 33 18'4" 23 C 18'-0" 33 20'-1" 24 19'-8" 34 H 25'-1 26 25'- " 36 J §" 22 6 27'-3" 37 O 15-1 24 B 14'-9" 33 H 16'-0" 25 B 15'-7" 34 H 17'4" 26 C 17'-1" 35 I 224" 28 E 1'-10' 37 K29 E 24'-0" 38 K 5' C'J , 16'-9" 24 16'-9" 32 16'-9" 24 W-6" 32 G 18'4" 24 18'0" 33 23'-8" 26 23'-1" 35 1 7 25'-3" 36 J NS1E MBN 1Flul 3 T 11'-4' 6 13'-1 D" 25 C 13'-6" 32 G 14'-7" 26 C 14'-3" 33 H 15-10' 26 C 15'-7" 34 H 20'-6" 29 E 20'-1" 36 K30 E 1'-10" 37 K 6 F 9'-8" 7' 15'-71 12'-9" 226 Ci 151.61, 7" 332 G 15'-''3,-0„ 226 c 15'-13,_2„ 332 G 1T-1„ 25. E 16,_8" 32 G 22,_D„ 27 E 21'-0" 34 H 8 E 23'-6„ 35 I 7, DAM N� 16 " 14'-9" 27 14'-6" 33 H 19'-0" 29 18'-7" 35 I30 20'-3" 36 K DRAwx BY AT 14'-�Z,_0, 226 E C 74 61'-9" 331 G 14'-12'-8" 227 E C 14 12'4"11 31 G 16'3-70 226 E 15'-'"3,-0" 332 I I 20'-17'_9., 230 E 20'-17'4" 335 H I 231 E 22'-D"9'-0" 335 I B cxetxeD cm � T-7" 9' 13'-9" 25 1T-8" 30 H 13'-9" 25 13'-6" 30 H 15'-1" 26 14'-8" 31 19'-4" 28 19'-0" 33 29 20'-8" 34 H11'4" 27 E 11'ILL -1" 31 G 12'-0" 27 E 11'-8" 31 G 13'-1" 28 E 12'-9" 32 H 16'-9" 31 E 16'-4" 34 H184 32 E 18'-0" 35 I 9' SOLID COVERS ATTACHED U) 6,_9„ 10, 13'-10,_9„ 227 E 13'-0'O 7" 33D H G 13,_'117,4- 228 E 12,_y„1 T 331 H WY 26 229 E 14'-0'2,_t„ 331 H 18'46.-0„ 231 E 18'-0'5'-7" 334 H 20'-117'4" 332 E 19'-817-1' 335 H I 10, & FREESTANDING BEAM 6'-2" 11' 12'-6" 26 12'-6" 31 12'-6" 26 12'-2" 31 13'-8" 27 13'4" 31 1TT' 29 1T-2" 33 19'-2" 30 18'-9" 34 SPANS, 10 PSF L,L, g 6 O 10-3" 28 E 10'-1" 31 H 10'-10' 28 E 70'-7" 31 H 11'-10' 29 E 11'-T' 31 H 15'-2" 32 E 4'-10' 33 H 16'-7" 33 E 16'-3" 34 I 11' 110-130 MPH i T' S,-0„ 12, 12'-9'-10" 228 E 1-19,�„ 331 I-I 12'-0 p,4„ 229 E 11,_8"0'-1" 331 I..I 13'-1" 27 E 12,_y�� 32 16,_9„ 30 E 16,_6„ 33 I 18'4" 31 E 18,_0„ 35 I 12' x 11'4" 30 11'-1" 31 F'I 14'-7" 32 14'-3" 33 75'-10 33 15'-7" 34 S u 1 .. ...... ..... A C F G H 0`1 C:, 41 BEAM TYPES ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 131)MPH-EXP.B&C I CD c:) 04 3"SQ-0-032" L 2" 6 5" 0 032" 017 3-X8"X0-04Z'BEAM < 0 r,-\ W1 12 GA.STL%YMNAMMEL QqL�� V�j cl) - Q 0 ATTACHED FREESTANDING ATTACHED FREESTANDING W LL. o LLI > MAXPOST FTG- MIN. c MAXPOST FTG, MIN. MAXPOST -) z POST MIN. SPACING SPACING SPACING ON.) POST !R� < 1032" 6 MAX.COL. �8FrG, MIN. MAXPOST SPACING (IN.) POSTFOR FORDBL FOR3'XW 0- ON SLAB M? POST SPACING S POST 'SPA SPACING 0�No'P C) MAXSPACING P OS -prY E Z��= BEAM -P I', POST 104f , N CI FOR DBL (1) TYPE 0 " TYPE tSp (1) T=12 GA. ) TYPE (SPAN) 8 30 (2).(3) SION) Ll (1) ASTM A�SS co U) EGRWZE50]GM 1 011 0.042" 2 Lo Is-9" 29 G 14'p 8 G 5' C:) U) CD PP. 5, pjg " 31 H 4._l 0., C,4 :E .0327 13!-7" �!,-v �!IJ7 30 c ) 16, 28 ar; ALUM. 16 28 G IT-71 13 14' G 61 G 6' H T_r I V-4" 13l-7' 13�9-- 29 "18 B !30�� D, pDBL.2"x6.5"x0.032'. 12'-4" 2 13'- 16 12'7" 13''1" 28 iZ_— 1 9-4- 7' "-2- a B ��IZ-4-383HO G !��2 -P 13�1" B 17 !��JZ-T JV-91' 29 G 7' UM ALLOY 3, ALUM.ALLOY 324-H36 - JIT 7 — 16 28 8. [11 33�-�3 16 29 M.BEAM OR EQUAL 81-611 81 1� B G ��91. lZ-3 B is V-6' -..,1 281 G 3"SQ.0.032"ALU -j 3�3--- 19 1 V-7- 2=9 W1 12 GA.STL."U'.CHANNEL r.\DBL.2"X8 5"xO 042" 7\ 3"X8"X0.042"BEAM 16 1 il-.2 9 VX 17 11-g:� 29 _I 2 ALUM ALLOY 3OD4 9- TV 77�fl -HW —.1 9, 12'7" 0 1B DI-10 1 3 ASTM A653 SS :� ALUM. �MD"36 7--7" G -3-1 28 G OR EQUAL -- 12-7" - 19 29 �Rk GRADE 50 G50 OR EQUAL ———— 3 — 16 101- W S5885 TA 3 U) 6-10" 10, 12'0" 17 10-4- G�jz 0, -11-9 C 2�!�10 Do G D 19 a_ --- — 17 IDA 25' - 0 C -3�2- H 6-4- 11- ��11,,J-720 1'9"-io 19 W-iol 5. 101-101, 18 C 19Lm6" 30 9.81, C 1_7 12' OF-81, 12' 0. -6.,rg - 9--8" 19 CAL PIZO -101. 20 1-�q. 3ol H 9,-8,, /T4 7176' ASTM 06-23-16 AE53SS GRADE ATTACHED FREESTANDING ATTACHED FREESTANDING .POST 113- MIN MAKPOST MA)LPOST FrG. MIN. M FOR P)A LPOST MAX POST FTG. MIN, So CING SPACING PACING (IN POST 4 MAX.COL. E __PC 0 0T TTG G. SPACING MAX T5 I FT MIN, SPACING SPACING (IN.) POST (IN.) PO ON SLAB TYPE TYPE (1) TYPE DURALUM SPACING (IN.) POST I Lij JTYPE FOR FOR FOR DBL. FOR3`Xr ST MIM� SPACING (I �ji) POST 0) nmS�= BEAM ,X�. (Spg,) (I) 0.042" t2).(3) r TYPE BEAM 1�� 3 TYP:-- 14-7" 31 HL- -197,15'-4" 15 14'- 0 G 5' 1APM0 0 195 -4:7 13'-7" 6 2:��1�7- ]14' B -;1-8 14--1-, 31 24875 -6v CD 33 14'-B" 5::�l�VZ C14 —— 13-3" 30 H-A`13-4�-, V 16 13'7 29 G 6' 3`x8"x0.042"BEAM v- 11-4- 6' !-��l 3�3- 32 1 I--�l T4 B 1-8 1�42'-1 0-—1 fw-wl 31 14 GA INSERT ARJ APPROVAL H FREESTANDING�OST FTG MIN ST cOL' SPACING N i) POST RACING FO Z3..8" (IN) . T qNAB BEAM I TVE sL 2-L3 64' 30 1 T-7 1 W" 31 H 14_I 29 1 1-4. 1 1 4" 31 p14--2M-- 1 7 12� 29 G 12'7" 13"1" is 12:��323 3 3 G 7 G 'TM 7653 -9" 10 19 �124- 1 1 ��Iz4��jx-1 g B 19 12 0' MAX. �A�S GRAD 50 GSO 9' 7 B — -- - 13'-3" 17 11'7" 29 G 1 V- 1 17 1 V13" 28 13'-0' 20 31 H 91"V-8" 2-1" 19 B 1 1 V-2" 30 yx8"x(I.042"BEAM Bl-6" B, 0.. B B — 53o:�Gs' (71� DBL TW'W.042" BEAM 12�%A INSERT 29 G ll'-2,'I, ll'-7" 17 11'2" WTI 29 9. ALUM.A 04-HFS 'TM 6 - 50 G60 71-7,, 9- 12'7" 1 11 B 39 ALLOY 0�2 53 CIA -i -1- _D, 20 1,-0. 29 G 0 LL L !:�;l�ZW 20 C 1 l'-o" 30 H R EQUA NOTE MERE 12 AND 14 G�STEEL INSERTS OCCUR AS LL —— 12'-0" 18 10'-4" 30 G lo'- lilmoll 17 2 7" SHOWN IN THE SPAN TABLES.THEY SHALL BE INSTALLED 6' 10" 10' c 0 H B G 10' THE FULL LENGTH OF THE 3"XW BEAM. 111-81' 21 low[30H 101-61 101-91 20 101-11 10'-4" 29 1 .-1 17 1TV 29 1114, 18 c 9,10.. 3 1 1.1 lol- . 10,61, G 11' 0 H ol Ol-T- B 20 1>��97r V!:9 �6- 29 30 "0'.1[9�5'0?"q 3 4. C:) 11�2" 2 9�1 0" 30 0 ._6" 1 FOOTNOTE, "SAMPLE' Co 9.-61 31 9--7- 18 9!,: �29 G Tlm 5'-8" 12' W-1 11 18 c - H 9-4" C 21 !-:8 9l-2' W-9. 30 12' FIGURE INDICATES-a 101-81, pk EX FIGURE INDICATES T=12 OR �MDNS EXPOSURE C /-14GA. — WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. ASTM ATTACHED FREESTANDING ATTACHED FREESTANDING moss GRADE MAX.COL. FIG, MIN MAXPOST MAY POST FT G.FTG. MIN. SPACING SPACING POST MAX ST "G. IMIN 2 wGlM SPACING �6 G. MIN. ' (IN.) OS, 3: .POST , SPACING SPXCI'NG ON SLAB m� SPACING (IN.) POST SPACING (IN.) Poii� FORDSL. FOR3W' (11,L) PO FORDBL. POR3W (1) TYPE E (SPAN) (1) TYPE (SPAN) (I) TYPE TYPE M.SW= .04t (2).(3) lrasw.tw BEAM (I) BEAM FOOTNOTES TO ALL SPAN TABLES: 16.9.. 17 B 14--7" 32 1 14--1 15-�4-- 3311- G'H 5F EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT CD 13'-7" 5' !��l o. B -�1-9 i�� 33 1,V-7" 34 J 14! —IT-8" 14'-2" 33 1.FOOTING SHOWN REPRESENTS LENGTH OF SLAB. 1�vw --11-9 1�1071 V) 163" 13'3" 31 1 13'-7��14'1" 17 13�'T' 13'-1 4SM.$OB# 12, !_� 31 6 WHERE SLAB OCCURS,CUBED FOOTING SIZE j �_V — -6 -�3H2 G 0 7 MAY BE REDUCED WEACH SIDE FOR FREESTANDING ONLY. 30' v- 1114, 61 Pj��--%-o B ��13--3--3�13-4 I�J13-4 B --�:jq — DALE C6Tiifi 18 12'-4" 33l_-tH_--[12'-7"-� 13'111 17 12'-T[' '71112'Al 1. 11 30 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 9. 91, 33 _ j JZ_Z --7-- -7 31 G 71 4,, B Ii'! :� 20 2-111- - 20 B IZ4, 33 J 12 — INiAWN BY AT SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL.VXKKO.042"BEAM — 13, 1. —— 18 11,91, 12'1" 29 is 11''T" 30 �H j 011 SHOWN IN THIS COLUMN OR THE MAXIMUM POST DBL. 4 GA INSERT 8,-6.. 8. 1 V-4" -D' :�' G 1--g.. B 2 OM SPACING SHOWN FOR THE SELECTED BEAM. J 1 L.1 0' 20 B 11 l-7 -%d J 31 CHECKED SIE 29 ASTM 5T @ A �76 GRADE 50 GBO IZ-7" 19 30 H B I -2� 1 V,-4" 3.THE SLAB SHALL BEA MINIMUM 1W-0"WIDE BY THE 9. 1 1 _8" G LATTICE COVERS ATTACHED MAXIMUM COLUMN SPACING MEASURED AT THE 71-711 1 V-W 21 B -0. 32 1 -'-21 0--3 30 DBL.3"x8"x0.042"BEAM 10 , I COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR LL — 121-0.. 19 10-4- 3 18 lD`-7 9, " _9, . 29- G 1D' &FREESTANDING �\—WIDB 10-4- 21 G -;-2 _9 9_10 SPANS, 25&30 psf.THE DISTANCE FROM COLUMN TO SLAB r. L. 12 GA.STL.INSERT. C/) V-1 0" 10' 13 101-4" 32 B 1 30 BEAM EDGE SHALL BE 9 1/4"MINIMUM. k,�-j ASTM A653 GRADE 50 G60 0- 19 c VAT 30 H I 0'-1 19 V1 0'-3"�_2 10 PSF L.L, 110-130 MPH 6'-2" 11' 91-10.1 32 1 B —21 W-01. , ! NOTE:MERE RAND 14 GA,STEEL INSERTS OCCUR AS 0 — 0� 22 1� 0- .1 All 9141 31 H T-E 4. SEE ALTERNATE FOOTING TABLES T11 20 c r. -SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 6-8" 22 R H SHT.9 FOR ATTACHED COVERS THE FULL LENGTH OF THE 3�8`BEAM. A B C 0 E F G M I J 1F j O 04 ¢� C7 ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP.B&C C3co In w m DBL.2"x6.5"x0.042" DBL.3"x8"x0.042"BEAM /\ 3"x8"x0.042"BEAM 3"x8"x0.042"BEAM DBL. Z .3"x8"x0.042" BEAM -4 H Q m - n M W/14 GA.STL. INSERT W/12 GA.STL.INSERT W/DBL.14 GA.STL.INSERT U U ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING O ATTACHED FREESTANDING ' � O lX¢L SPACINMAX.COL, f G J W SPACING So SPACING FTG. MIN. SPACING FTG. MIN. SPACING FTG. MIN. SPACING FTG. MIN. SPACING FTG. MIN. SPACING (K) MIN. SPACING T FTG. MIN. SPACING FTG. MIN. SPACING FTG. MIN. SPACING FTG- MIN. $c p Q., ON SLAB m SPACING (IN.) PINT SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING V C (2),(3) (SPAN) (1) TYPE (NPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TypE (IN.) PINT SPACING (IN.) PINT SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST mSr Z Lo C (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE ¢ 0 z 13'-7" 5' 18'-0" 15 18'-0" 29 21'-8" 16 21'-8" 31 G 20'-9" 16 20'-9" 31 .G 22'-8" 17 2!2-8" 31 G 29'-2" ' 16 29'-2" 33 H ccco Cn �j O 18'-0' 18 B 1T-6' 31 G 21'-0" 19 B 21'-2" 33 H 20'-9" 18 B 20'-2" 33 H 22'-8" 19 B 22'-1" 33 H 29'-2" 21 C' 28'-0" 36 5 co M r 16'-4" 16 16'-4" 29 19'-9" 17 19'-9" 30 19'-0" 17 19'0" 30 20'-8" 17 20'-8" 31 26'-8" 19 26'-8" 33 H N 6' 16'A' 1 B B 16'-0' 30 G 19'-9" 19 C 19'-3" 32 G 19'-0" 19 B 18'-6" 32 G 20'-8" 20 C 20'-2" 32 G 26'-8" 21 E 26'-0" 35 I 6 I 9,_g!1 7' 15'-215'-2' 169 B 15,14'-10" 230 l7 18'-4"6'-4" 120 Ci 18' 17'-70' 331 �. 17'-7('7,_7�� 719 C 17'-71'��_1�� 331 �7 19'-�'g 2" 1ZD G. 79'-2�'g 2" 332 �. 24'-24�_B�� 122 E 24'-24�_1.� 334 H 7 " 14'-3" 17 14'-3" 29 17'- " 18 1Z'-2" 31 16'-6" 18 16'-6" 31 18'-0" 18 18'-0" 31 23'-2" 20 23'-2" 33 J 8'-0" 8' 14'J 19 B 13'-10 29 G 17'-2' 20 C 16'-9' 31 G 16'-6" 20 C 16'4' 31 G 18'-0' 21 C 1&-O' 31 G 23'-2' 22 E 22'-7' 33 H 8' Q�FF- Igyq� 7'-7" 9' 1LL 3'-6" 17 C 13'-6" 30 16'-3" 18 E 16'-3" 31 15'-6" 18 C 15'-6" 31 G. 17'-0" 18 E 17'-0" 3 G 21'-1 " 20 E 21'-1 34 H 9' \�K• ! F 13'-6' 19 13'-1' 30 G 16'-3" 21 15'-9" 1 G 15'-6" 20 15'-2" 31 17'-D" 21 17'-D" 31 21'-10' 23 21'-3" 34 ' Un 6'-10" 10, 12'-9" 17 C 12'-9" 30 G 15'-4" 18 E 15'-4" 32 14'-9" 18 E 14'-9" 32 G. 161 1.. 19 E 16'-1" 32 G. 20'-9" 20 E 21'9" -2" 334 F'I 10' u S 5885 Q. 12-9 20 12'-6' 30 15'-4" 21 15'-1" 32 G 14'-9" 21 14'-4" 32 16'-1" 21 16'-1" 32 20'-9" 23 12'2" 18 12'-2" 31 74'-B" 19 14'-B" 32 14'-1" 19 14'-1" 32 15'-0" 19 75'-4" 32 19'-9" 21 O 6-2 11 20 C 11'-10" 30 G 14'-8" 21 E 14'�1" 32 G 14'-1" 21 E 13'-8" 32 G 15'-4" 22 E 15'-4" 32 G 19'-9" 24 E r 5'-8" 12' 18 C 11'-8" 31 G 14'A 19 E 14'-1" 32 13'-6" 19 13'-6" 32 74'-9" 19 W-9" 32 19'-O" 21 19'•0" 35 11'-B' 20 11'-0' 31 14'-1" 22 13'-9" 32 G 13'-6" 21 E 13'-2" 32 G 14'-9" 22 E 14'-9" 33 H 19'-0" 24 E 18'-6" 35 12� OF L\F� 06-23-16 > ATTACHED FREESTANDING ATTACHED FREE57ANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING c MAX.COL dNF d = SPACING So MAX.POST FFG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAAPOST FfC. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAAPOST FTG. IN. MAAPOST FfG, MIN. MAX.POST FTG. MIN. a, ON BIAS o9 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ON.) POST mN (2).(3) F (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAT:) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) 0) TYPE DURALUM 13'-7" 5' 76 18'-0"' 31 G 21'-8" 17 21'-8" 33 20'-9" 17 20'9" 32 G 22'-8" 18 B 22'-8" 33 H 29'-T' 19 29'-2" 35 I O 1 T-8 19 B 1T-0' 31 H 21'4" 20 B 20'-7" 34 H zo'a" 20 B" ' 19'-6" 34 H 22'4" 20 C 21'-6" 35 I 28'-9" 22 C 2T-8" 37 K 5 IAPMO 0195 N 164' 17 16'-4" 30 19'-9" 18 19'-9" 32 G 19'-D" 18 B 19'-0" 32 G 2D'-8" 18 20'-8" 32 G 26'-8" 20 26'-8" 35 I r 11'-4 6' 16'-2" 19 B 75'-T 30 G 19'-7" 21 C 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20'-4" 21 C 19'-8" 34 H 263" 23 E 25'-3" 36 K 8' APaoa9_9" 7, 151- 7 5'- 3 1 18'-4" 3G17 1 17'- ' 3 19'7 1 9'- '83G24 2 24'- 3H 2 14A30 W-1 21 C7 33G 2' H E 315,_0" 33 -0B G C7 , 23 6I7' J 8'-6" 8' 14'-3" 18 B 14'-3" 29 17'-2" 19 17'-2" 31 16'-0" 18 16'-6" 30 18'-0" 19 18'-D" 31 G 23'-2" 21 23'-2" 33 H 8� 6 14'-1' 20 C 13'S" 29 G 1T-0' 22 C 16'-3' 32 G 16'-2" 21 C 5'-7" 32 G 1T-8' 22 C 1T-1" 33 H 22'-9' 24 E 22'-0' 35 1 J „ 13'-6" 18 13'-6" 30 16'-3" 19 16'-3" 31 15'-6" 19 15'-6" 31 1T-0" 19 17'-0" 32 21'-1 21 21'-1 34 H 1 7-7 9' 13'-3" 21 C 12'-9' 30 G 16'-0" 22 E 15'-4" 32 G 15'-3" 22 C 14'-8" 32 G 16'-B" 22 E 16'-1" 32 G 21'-6" 24 E 0'-8" 34 1 9 6,_10„ 10, 12,_ 1 12'9 3 15 ' 1 15'-4" 3 14'-9' 1 14'-9' 33 - 2E161 33 2 2 20'9" 3 "G 22 47 3 -6" 22 E 4'-0" 23 75,_3 2 '-4" 25 E 9'-8" 34 1Z-7 21 C - 12'-t 30 E G G G - 10' 12'2" 19 12'-2" 31 14'-8" 20 14'-8" 32 14'-1" 19 14'-1" 32 15'-4" 20 15'-4" 32 G 19'-9" 22 19'-9" 35 i O 6-2 11 12'-0" 21 C' 11'-7" 30 G 14'6" 23 E 14'-D" 32 G IT 10' 23 E 13'4" 31 G 15'-2" 23 E 14'-7" 32 H 19'6" 25 E 16'-9" 34 11' r 5,_6, 12, 11'- _ 1 11'-03 4'' 2 14'-7 3G13'- 32 2 74-9" 3 9'0" 2 19'0" 3 13 E H 1 $ E 12'C G Eq -I6 22 - f 6 PEV SWNS MAX.COL �Qr ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDINGk CHED FREESTANDING ATTACHED FREESTANDING < ,Ku wh oECBnov SPACING S o MAx.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN, FTG, MIN. MAXPOSi (W) OIST SPACING (IN.) POST SPACING (IN. MIN.0_ ON SLAB m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST (IN.) POST SPACING ) + r (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE C 13'-7" 5' 18'-0" 17 B 77'-8" 33 G 21'-8" 19 21'-4" 34 H 20'-g" 16 20'-4" 32 H 79 B 22'-4" 35 I 29'-2" 20 C R211'-6E" 37 , O 7T-3' 20 16'-6' 34 H 0'-10 21 B 20'-0" 36 K 20'-0" 21 B 19'-1" 34 I 21 C 0'-10' 36 K 28'-2" 23 E ' 39 K 5 M 11'-4" 6' 16'1i" 18 16'-2" 32 G 19'-9" 19 19'7" 33 H 79'-0" 19 B 18'-8" 32 H 19 20'-4" 34 H 26'-8" 21 36 , aslEuosa 1sTon I r 15'-10' 20 B 15'-1' 33 H 19'-1" 22 C' 18'-3" 35 I 1V 3" 21 C 17'-6" 33 I 22 C' 19'-1" 36 I 25'-9" 24 E " 38 I< 6 75'-2" 18 B 15'-0" 31 G 18'-4" 20 C 18'-1" 33 17'-7" 19 17'-3" 31 G 20 18'-1 33 H 24'-8" 22 35 1 MTE °sale 1 9-9 7 14'-8' 21 14'-0" 33 H 17'-8" 22 16'-10' 34 H 17'-0" 22 C 16'-2" 33 H 18'-6" 23 C' 17'-8" 35 I 23'-10' 25 E " 37 K 7 8' W-3" 19 B 14'-1" 31 17'-2" 20 17'-0" 32 G 16'-6" 20 16'-2" 30 G 18'-0" 20 17'-6" 33 G 23'-2" 22 35 I oPAwN ev AT 13'-9' 21 C 73'-1" 32 G 16'-7' 23 C 5'-10' 34 H 5'-10" 22 C 15'-2" 32 H 17'-4' 23 C' 16'-7' 34 H 22'-3' 25 E3' 37 K 8' LHECKEO GN J 7,_7" 9' 13'-6" 19 13'-3" 30 16'-3" 21 16'-0" 32 G 15'-6" 20 15'„'" 31 G 17'-0" 21 16'-8" 3 G 21'-1 23 34 HLL- 13'-D' 22 C 12'-4' 32 G 15'-8" 23 E 15'-0" 33 H 15'-0" 23 C 14'-3" 32 H 16'-4" 24 E 15'-7" 34 H 21'-1" 26 E " 36 K 9 LATTICE COVERS ATTACHED 12'-9" 20 12'-7" 30 15'-4" 21 15'-2" 32 G 14'-9" 21 14'-6" 31 16'-1" 21 15'-1 32 20'-9" 23 20'-4' 34 H &FREESTANDING 6'-10" 10' 12'-3' 22 C' 71'-9' 31 G 14'-10' 24 E 14'-2" 33 H 14'-2" 23 E 13'-7" 31 G 15'-7" 24 E 4'-10' 33 H 20'-0" 26 E 19'-1" 36 I 10' BEAM SPANS, 6'-2" 11' 12'-2" 20 12'-0" 31 14'-8" 21 14'-6" 32 H 14'-1" 21 3'-10" 32 15'�1" 2 15'-2" 32 19'-9" 23 19'6" 35 s 6 O 11-9' 23 C' 11'-3" 31 G 14'-2" 24 E 13'-7" 32 G 13'-7" 24 E 13'-0" 31 G 14'-10' 24 E 14'-2" 33 H 19'-1" 27 E 78'-2" 35 11� 10 PSF LL, 110-130 MPH I T 5,$„ 12, 11'-871'-3' 223 C 11'-610'-9' 331 G 14'-713'-7" 224 E 13'-113!_0" 332 H 13'-6',, 224 E 13' 12y0" 332 H G 14 94'-2" 225 E. 14'-6"3 7" 332 H 19'-0"8'_3" 227 E 18'-8"T-6" 335 12' SH . 35 A 9 C 0 E F G X ATTACHED& CD LATTICE COVERS r' 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C cV ((\1 o w rn m DBL.3 X&W.042"BEAM V H Q P W!DBL. 12 GA.STL.INSERT U O ' 0x . 0 O ATTACHED FREESTANO/NG ' _ ai x MAX.COL. o MAX.POST FfG. MIN. MAX.POST FfG. MIN. �o lL 7 O (2 BI3) 5� SSPCAN) (IN.) TYPE S(SPANG (1)) TYPETYPE PCsS ¢O 0 47 (z).(3) r l () 32'-0" 19 32'-0" H 34 5 o .ci z p 13'-7" 5' 32'-0" 21 E 31'-2" 35 K , co — o cq c— 29'.2" 19 29'-2" 33 H N v— 11'-4" 6' 29' -0" 36 I 6' l rn 2T-1" 20 27'-1" 33 H E 9'_9" 7' 2T 1" 22 E 26'4" 35 1 7' 25'-3 20 25`-3" 34 23 E 24'-8" 34 H 8' ESSICNy< J „ , 21 23'-1 „ 35 I 7"7 9 3'-1 D" 23 E 23'-W 34 H 9 coLL w � 6'-10" 10' 22'-a" 21 E 2'-8" 35 1 o' 1 S 5885 U) 22'-8" 24 22'-1" 35 ' 6'-2" 11' 1'-B" 21 E 21'-a" 36 11' p 21'8" 24 21'-1" 35 r' 20'-8" 22 20'-B" 36 K 5'-8" 12' 20'-8" 25 E 20'-2" 36 J 12' OF CAL\E-. 06-23-16 rc_ L.Armmw FREESTANO/NG _ a MPACING o MAX.POST FfG. MIN. Im POST FfG. MIN. ~j~O < Q� ON SILAB 5 SPACING '(IT POST SPACING (IN.) PORT o (2) (b) (SPAN) (f) TYPE {SPAN) (p TYPE DURALUM r7'-7" 5' 32'-0" 20 -E 32'-0" 36 K 5' IAPM00195 p 32'-0" 23 30'-3" 38 N , 29'-2" 20 29'-2" 35 I 6, r 6 29'-2" 23 E 27'-8" 37 K ,. 2T-1" 21 27'-1" 35 I 7, AHJ V`P AL 24 E 25'-8" 37 K 21 25'-3" 34 H B, e J 8 25'-3' 25 E 24'-0' 36 K ,..� , 23'-1 ' 22 23'-1 " 35 9, 9 3'-10' 25 22'-0" 3522 '$" 35 U) 10' 22'8" 26 E 22'-1„ 3510', 21'-8" 22 21'-8" 36 26 E 21'-1" 35 11' r 23 0'-8" 36 K ' 5'-8" 12' 20'8" 26 E 20'-2" 35 1 12' } i z REVISIONS f s r ATTACHED FREESTAND/NG �x a� SPACING So MAX•POST FTG. MIN. MAX.POST FTG. MIN. ON SLAB Eg BPACING (IN.) POST SPACING (IN.) POST m� g (2)•(G) F, (SPAN) (i) TYPE (SPAN) (1) T'PE F 32'-0" 21 32'-0" 4 36 K 5' p 13'-7" 5' 32'-0" 24 E 29'4" 40 C7 29'-2" 33251 29'-2" 37 K 6, asTEUGse +s+m+ r 11'-4" 6' 2g'-2" E 6'-10' 39 9,-9„ 7, A26 E 2T-1^ 35 K 7' MTE ssa+s 3 2T-1" 4'-10' 36 36 J 8, °�1N"W AT E 23'-3' 37 K cXECNeG GN ; 23 23'-1 35 1 91 LL T-7" 9 3'-t0' 26 E 22'-0"' 37 -��Kl LATTICE COVERS ATTACHED (A 6'-10" 10' 22'-B" 24 E '-B" 35 1 10, &FREESTANDING 22'-8" 27 0'-10" 36 K 3 BEAM SPANS, z1'a" 24 " 36 I s C 21'-B 6'-2" 11' z1'_e" 27 E 9'-10" 36 K 11 10 PSF L.L,110-130 MPH s T 5,-B„ 12, 20,-8" 24 E 20'-B"9'-1" 336 J 1 12' 0 U 0 a i 20'8" 28 A B C 0 E F G H J L N ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS CD m `t � � CN o co U'j W m m 2'74 ALUM,ALLOY co U rn ROOF SLOPE SHALL BE 1/4' 1 12' MIN. 6063-T6 Cr w LL T=,060' 3.200' FOR APPROVED OR 4,450' Q Z CD 3' OR 4 Ya' o z INSUL. ROOF PA L ALLFASTENERS o o SEE NOTE BELO SEE TABLE SHEET 8 N c) 3"OR 4y"APPROVED STRUCTURAL SANDWICH PANEL, rn �_ rn SEE NOTE BELOW I W OR 4.25"HANGER CHANNEL p lOYq� HEADER BEAM AND ENCLOSURE WALL SYSTEMS 55885 MUST BE I,C,C, E.S. AND/OR IAPMO E.S. LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF, BLDG. & RESIDENTIAL CODES, OF CAO OPTIONAL DECORATIVE FASCIA FASTENER WOOD, ALUM. DR HARDDORD) 06-23-16 PANEL TO HEADER BEAM C❑NNE SHEET SEE SHEET 4 EXTRUDED EXTRUDED IR3' GUTT DRIP EDG DURALUM IAPM0 0195. SEE SHEET 8 Aw APPROVAL I-BEA 6 CAS SHOWN IN THIS REP RT) OPTIONAL RAIN GUTTER BEAM CAS SHOWN IN THIS REPOR I OPTIONAL NON-STRUCTURAL FASCIA a 6 TABLE 1 REVSDNS 44E MAX COLUMN SPACING NOTE: ON SLAB THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS (130 MPH,EXPOSURE C) EVALUATION REPORT MUST BE]CC-ESR 1230 EVALUATION REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS TRIB. 10 PSF 20 PSF COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE ANDIOR WIDTH L.L. L.L. 2013 CALIFORNIA BUILDING CODE,WHICH MUST BE SUBMITTED WITH THE DURALUM 451ELJOB4 W071 7 PATIO COVER DRAWINGS INDICATED IN THIS REPORT. 5' 1Z-6" 10'-0" CATS W6 16 y6 3 6' 10'-5" 8.4. DRAWN BY AT { 7' 9'-0" 8'-o" NOTE: $. s B' 7'-10" 7'_6" ALL COMPONENTS ARE I NTERC HAN GABLE UNLESS OTHER WISE NOTED CHECKED GM5 E5"-8 7'-0" ATTACHMENT DETAILS s's" FORINSULATED s'-o" STRUCTURAL 5'-s" SANDWICH PANELS SH . 47 A B C D E F G H r.. O "- �{ O N CID L!'� J W m o) Q °EessionG/£n OQROFESSlON Qp9FE5S 141y< �� K. ROSFA P� ST RUCTOR� Cl) U rn O X .y 49725 5,5� cA�y � LICENSED ' Lu W I¢L o � `w' o S 5885 W No.9466229-2203 W > DUSTIN < IX C72487 PROFGSNZONAL a o O R I ¢ Z Ln O c- . _ - - z 4- . �20 NA U 5 P 1$ FOFCALIFO� OF CALIFS .. - '9 I U 5 .. STATE OF 0 ( N yes 06'J0 FXa: 3 1 3 5 1 NT ®� m Q�OFESS Iqy�� B `\pUp1111011111ry, ``\\\f\1111111r/// S` OFESSIO '�Yi, J O Y''Y FESS O S5885 eR= K. R S �. G\NEER \� K. RO,, QFyO 1pY N 4'� `� J .'`•\C' FO .2 2P DUSTIN K. 9R` �� MEx� DUSTIN o Z e m - 2 O �/ ROS EPINK Z (DUSTIN ROSEPINK;� = _ ° . RosEPINK o N O OF CAL\F� 4 .' - = 2U550 m ..FxP.12131117 20460 c 06-23-16 .11 TE OF ILUCA o`P` O�ii NAL �pP °. 019a6 �ON.q! 4 /9t.•;OGDIIIIIOu:U\" q4/tiltulUu\` ORl 4l DP`� 12/3 t 1E DURALUM IAPMO 0195 AIIJ APPROVAL I\a RF�SLp iyS�\\OGNEANLS FFQ,,GPINO RO ngin ¢'SS%i/k'V9 O SEALlp 16508 NG/'LF`Pn I i ,/vKiIIRi�s��`` TN k. ROr�F. 'ONALE� h'YO MING N ROSEe a 6 REVISIONS S KwK &iE o¢ra>8ia+ Yk3 d �Fg B OF MISS,O �P.��OF TE1t} 95TELJOBk 06111fi DATE Y 0 DUSTIN ROSEPINK ' *7� DRAWN BY AT 3 /................................/ DUSTIN ROSEPIN CHECKED Gm t ADDITIONAL STATE 'ANAL E'G s/ONALENG. LICENSURE STAMPS B 2 qH _ r;n N ` GENERAL NOTES AND SPECIFICATIONS: ' ADHESIVE F- d 1) THE FOAM CORE IROOFASPANELS REGULATED DEPICTED WITHIN THIS DRAWING ARE INTENDED BFOR UILDING ON (NOTE 2d) FOAM CORE J i O RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OFTHE 2013 CALIFORNIA BUILDING CODE U Z w � N (CBC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS (NOTE 2c) 4 Ci H F EXTERIOR FACE Lt.. AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE (NOTE 2b) Z W w o 2) MATERIALS: T o w n�y a) INTERIOR FACING MATERIAL SHALL BEALUMINUM CONFORMING TO THE REQUIREMENTS / � oo m FOR 310SH26,OR BETTERALLOY AND TEMPER THICKNESS OFSKINSHALL SEAS SHOWN _ F- IN THE APPROPRIATE ALLOWABLE SPAN TABLE,THE UNEXPOSED SIDE OF THE INTERIOR 4'-0' U ap 4 Z METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE NOMINAL ADHESIVE INTERIOR FACE Q �� 0 DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS �\ (NOTE 2d) (NOTE 2a) 7 Z @ a- W SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL I \\ �- LENGTH Z n O Z Z Q \\\ (SEE ALLOWABLE ¢ �c O s fr Cl a v b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS \. SPAN TABLE) Ca N U a ¢ LL o 0 FOR 3105-1126,OR BETTERALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN G �\\ PANEL INTERIOR DETAIL �A� o IN THE APPROPRIATE ALLOWABLE SPAN TABLE.THE UNEXPOSED SIDE OFTHE EXTERIOR \ < 0 oa METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE \\ IJTu _ CO O DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS \\ SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL \\ Q W THICKNESS B \\\ A EXTERIOR SKIN Za o c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS (SEE ALLOWABLE \\\ _ Z SHOWN INTHEALLOWABLE SPAN TABLE: SPAN TABLE) S!M \ 0 - \ � 3 1) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE FAN BEAM [ \\ °•° Q OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-0" •° °•'°° •:• U MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) 1 SECTION 803.1.1 OFTHE 2013 CBC THE FOAM PLASTIC IS CLASSIFIED AS TYPE I IV •• FOAM IN ACCORDANCE WITH ASTM MS. TYPICAL HCD U E U FBH INSIGNIA Q � � •° r < rc 0 S d) THE COMPONENTS ARE BONDED TOGETHER BYAN ADHESIVE DESIGNATED AS EITHER LOCATIONS. ` / INTERIOR SKIN N MORAD M-650 SERIES,A PROPRIETARYADHESIVE MANUFACTURED BY ROHM AND HAAS COMPANY,AND RECOGNIZED UNDER IOC ES ESR-1023,OR ISOGRIP SP50500,A TYPICAL HCD PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY FBH INSIGNIA Q ^ my e AND RECOGNIZED UNDER ICC ES ESR-1140.THEADHESIVE IS A CLASS 2,T'PE 11, TYPICAL ROOF PANEL LOCATIONS PANEL EDGE DETAIL m STRUCTURAL ADHESIVE,UNDER]CC ES AC05. z y xIs NTS ' 3 13 a a 3) THE MANUFACTURER OF ANY COMPONENT CITED IN MEM.2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WTTH!IN THE SHIPMENT r CONFORM TO THE APPLICABLE SPECIFICATION(S)ANDIOR DEFINITION(S)OUT LIKED ABOVE - 4) THEMAX!MUMALLOWABLE SPAN,FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN ( 3 PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. ' C.M.I. ENGINEEr4•NGr INC.i�C• 'M-<a PERMITTED.EXTRAPOLATION PnON OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT Appq�Y1F� ��Q�Y 'ef HOUSING a BU 5) PANELS SHALL BE CONTINUOUS LNUOUSINTHEDIRECTIONOFSPANWITHNOTRANSVERSEJOINTS. These p(anb. specifications and installation _ ae o 6) THE SUPPORTAND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE L-0.080- •��- P ° j� SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS ALUM 6063-T5 \ eequlmmcnts, have been approved pursuant tD Gz�e o APPROVED BY THE GOVERNING JURISDICnON.THE GOVERNING JURISDICTION SHALL CONFIRM E Wealth ar:Li ;aietp Code, Division 13, Part P THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AN6 SPANS FOR ^°F� 0.0934i 1--0.0934 cand mgula_ions adopted thereto. � m EACH SPECIFIC PROJECT. - 'I� Fp�� v �� z `•° ••• ••• Approval herein does not authrriZe Or approve ifrlJ03em�e & 7) ALL PANEL EDGES SFIALLBE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE ) pP =a " " ° °°°'f^' ^• 1.5000 D_0808 any omissions or deviation from state laws or ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. a •a',°,.;), .•;,•.; .•P; RD.0200 valid local ordinances. 6) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED,HOT-01P GAL,VANIZFD OR ^e e e e,.° °•p e,.� c ELECTROGALVANIZED STEEL - •°• a 9) AN IDENTIFICATIONDECALWTrH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTUROTS a �e a °aa°ems T�3.5000 R0.0200 This plan is approved as a building component IDENTIFICATION NUMBER SHALL BE LOCATED ATANY OFTHE FOAM EDGES ON THE FOAM CORE and/or building Systems, and is applicable to pla g m a P OF EACH PANEL - to the Design Conditions as si10Wn On the plans. $ R g �� ° g 10) FASTENERS SHALL BE#14 SELF-TAPPING EMS AND VD.D.,SEAL WASHER WITH NEOPRENE p(anApproval N Model P� o INSERT.THE FASTENER LENGTH WILL BE I'LONGER THAN THE PANEL WIDTH.ALLOY AND fiC M1 s MINIMUM THICKNESS OF HEADER SHALL BE 6063-TS AND 0.062 INCHES RESPECTIVELY. �,,� Ir �pproval Date NIFT ' U � P P 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO'SINGLE COAT' FAN BEAM DETAIL / �, �itRp -- `� � r ;. ,: a STUCCO SYSTEMS. NTS „ „ 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE'EQUIVALENT'UNIFORM SNOW LOADS. + S CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMITED 8 $ °' ¢ e TO,DRIFTING AND SLIDING SNOW.. _ CO l 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND ' SIGNATURE(IN BLUE INK)BY THE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING - Q APPROVAL STAMP. - �O �• A G 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El08 AND HAVE BEEN DETERMINED TO Lam. y��rLr� 7 ym MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS 13-RATING. _ . � w C7 Fes- 1 A , 15) UNLESS OTHERWISE NOTED,THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE ) w STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS,INCLUDING ac r - FIRE SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE = ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR ':ructu�3`�2`e 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE(1)CEILING FAN PER V WIDE - ' s "fTF OF C(aLNFO PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE,THE ALLOWABLE LOADS - - PanMnFO eRn ARP IM A11m1u rn'rttP W.,,,ncI.rou lur_rnu NOTES. N 1}}} EL (1) -ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J z Of 0 g CHAPTER 1 OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OFTHE AllowableS an Table and lift Fasteners acin (2)(2)(5) 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAPTER I OF THE 2013 (Q ti to QN 3.00 Inch-0.024"-S.D cf EPS-O,D24" WITHOUT FAN BEAM INSERT CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2033 CALIFORNIA RESIDENTIAL Z (� Loading Type Applied Pressure for Design Mnilnum Panel CODE. Z lu o 10 psf 15 psf 20 Sf 25 f 30 psf 35 f 40 psf 45 sf 50 sf 55 sf Slope(Per Foot -THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE IS AN m q Uve 16'-0" p P p p p p of Pro ectlon[`I 'EQUIVALENT"UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS 7 ❑m n m 12'-1° 3/g:./faa} PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING O a T Wind(Upward) 1T-0" 14'-3" 12'-6' 1D-3' 10'-4" 8'-10" 7'-9" 6'-10" 6'-2" 5'-T n/a SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPAN 15 ¢ a o V 2' DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD Wind Down Ward 16'-0' _ 13'-8" 12'-1' 11'-0" 9'_10" 8'-6" 7'-5" 6'-8" - 6'-0" 5'-5" n/a COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS 15 REPEATED FOR EACH 4a i w IL.0 I Snow li'-4" 30'-2" 9'-3" 8'i" 7'-5" 6'-B" 6'-0" 5'-5" 1/2'/foot OF THE FOUR(4)LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OFTHE 4 Q j moo p p Fastsler Sparing[m LOAD TYPES SHALL BE THE'ALLOWABLE SPAN'USED FOR THE PROPOSED APPLICATION. ❑n OO a C3 N Tar Uplift Wind Loads 15" 11" 9" - 8" 7" 6" 6" 6" 5" 5" CI u_ o -UNLESS OTHERWISE NOTED,THE MAXIMUM SAVE PROJECTION OF THE ROOF SYSTEM IS Q OO n 24-INCHES. ' 1— 0_ o (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL CO Z ui a Allows hie Span Table and Uplift Fastener S acid (3)(2j(a) SKINS OF 30 DEGREES FAHRENHEir. 3.S0 inch-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE*14 SMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH Cr: Z c L oading Type Applied Pressure for Design Minimum Panel OF FASTENER SHALL BE AT LEAST I INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND LLLL g - 10 psf 15 psf 20 psF 25 psf 30 psf 35 psf' 40 psf 45 psf 50 psf 55 psf Slope(Per Foot MINIMUM THICKNESS OF HEADER SHALL BE 6063-TG AND 0.062 INCHES,RESPECTIVELY. Q J Live 17'-8' of Proectim U 1T-0- 1/4"/foot (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING,CAN INCREASE U ar 18'-10" SS'-9" 13'-7" 12'-1" 10'-6° 9'-0" 7L10" W-11" 6'-3" 5'-8° n/a PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. nward) 17--8" 14'-11"I 13--0" 11'-9" 10'-0" 8'-7" T-6" 6'-8" 6-0" 5'-6" n/a n 11LR- I 10'-6" 9'-7" 8'-7- 7'-6" B-8" 6'-0- T-6" 3/8'/foot (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECrTO MAINTENANCE LOADS(AS Fastener Spacing(3) DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO W-0"FOR THE 2-INCH,18'-4-FOR for Uplift Wind Loads 14 10" 9 7' 7" 6' 6" 6" 5" 5" THE 3-INCH AND 2010'FOR THE 3.5-INCH AND 4.25-INCH OR THAT INDICATED IN THE SPAN TABLE,WHICHEVER IS IFSS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBIELTTO MAINTENANCE LOADS(AS DEFINED E s IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 19--7°FOR THE 3-INCH OR THAT INDICATED m ❑ }.m " ' IN THE SPAN TABLE,WHICHEVER IS LESS. m m ❑ 3 Allowable Span Table and Uplift Fastener S acin (2)(2)(s)a(a) I i s 4.25 inch-0.024"-3.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT (5) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO o ❑ vOi a Applied pressure for Design Minimum Panel LONGER SPANS 15 PROHIBITED. h Loading Typo Slope(Per Foot III psf 15 psf 20 psf 25 psf 30 psf I 35 psf 40 psf 45 psf SO psf 55 psf of Pro edlan(') (7) THE FASTENERS HAVE A PULL-THROUGH Hn, Uve' 19'-4' 14'-0" CAPACITY OF 110 LB.S FOR THE SPECIFIED s4" footFASTENER USING AFACTOROF SAFETY OF �•M.]. €NGINEERINOr INS. £��i Wind U ar 20'-0' 16'-11" 14'-T 13'-0" il'-10" 10'-11" 10'-3" 9'-7" 8'-11" 8'-1" n a 3.0. CAPACITY OF FASTENERAND Wind(Downward) 19'-4 16'-0° 14'-0" 12'-7" 11'-6" 10'-8" 10'-0" 9'-5" 8'-8" T-10" file CONNECTION OF THE FASTENER TO THE Snow 12'-6' 11'-3- 10'-3" 1 9'-6" 1 8'-11" 8'-5° 8'-0" V-8" 3/8" foot SUPPORTING STRUCTURE IS OUTSIDE THE - APP,ROVED 'FACrOR`f BUILT HOUSING � Fastener Spacing(3) SCOPE OF THIS ENGINEERING. for Uplift Wind Loads it 8" T' 6" S' 4" 4" 4" 3" I 3" -a- _ a These plans, specifications and installation $ e reGUiTements, have been approved pursuant to pa Health and Safety Code, Division 13, Part 8'KZ dm 's and regulations adopted thereto. :die Allowable Sp an Table and Uplift Fastener Spacing('] 3.00 inch-0.024"-1.0 cP EPS-0.024" WITH FAN BEAM INSERT Approval herein does not authorlZe Or approve FLoadingAPPlied Pressure forDesign Minimum Panel any cim ssiom or deviation from State laws Or Tyler 10 psf 15 psf . 20 p} 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf Slope(Per Foot valid local ordinances. 3 I of PrO ecdon 9 Live 17'-6" 13'-4' 3/8" foot This pizlT is approved as a building component g o Wind U ar 18'-7" 15'-7" 13'-9" 1T- 7 11'-5 SO`-7" 9'-9" 8'-e" T-10" ; T-1" n/a and/or building Systems, and i5 applicable only C m Wind(Downward) 17'-6' 15'0" 13'-4' IT-2" 11'-2" 10'-5" 9'-6" 8'-5" 7'-7" : 6'-11' n/a t0 the Design CO.^:diti005 as sITDWn on the plans. _ $ B'-11" 8'-5. 7'-7" W-11" 1 2" foot g a o o ni GuJ'DI-P- Q7 fdodef 2410 w a qp- -� Fastener Spacing ', Plan Approval No. '< LL 5 for Uplift Wind Loads 12 9' 7" 6" 5" 5" 4" q" 4" 4" PP n a MAR 2 3 ZDIG Expires pproval Date _ w Allowart Spanable f�1/ 3J[SJ(6)[)J Q a a a a o 2.0 inch 1.Opcf EPS;0.024" pplied Minimum Panel - e Loading Type for Max span Slope(Per Foot of Pmiecaan)I"rCDLive F 4'-0" '3/8'/foot. NWind(Upward) f W-0" n/a `Wind Downward f 4'-0' n ae7ew f]7 - ��' Snow 4'-0' 1/2"/fact `F - 3 THE 2-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT. V-4 f 8 F F CAI1E° ' \/IQIT IA/1 AAA%Tll+nn 11s"n uuir" ,.-`... ' GENERAL NOTES AND SPECIFICATIONS: ADHESIVE (- 11. n 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON FOAM CORE J Z O (NOTE 2d) $ RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE (NOTE f.7 Z -, N (CBC),APPENDIX H OF THE 2013.CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS EXTERIOR FACE LL - MATERIALS: (NOTE V Ch AS REGULATED BY TITLE 25 OF THE CALIFORNIAADMINISTRATIVE CODE. (NOTE 2b) Z o 2) MATERIALS: 13 O rn n e) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS m FOR 310541254,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN \ F- O� IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE INTERIOR 4'-0' `— INTERIOR FACE Q 0-¢ U in Z METAL SKIN SHALL HAVE ABONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED NOMINAL ADHESIVE LL J IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN �\ (NOTE 2d) (NOTE 2a) 7 Z aj D,- IL THE QUALITY CONTROL SYSTEMS MANUAL I \\ ® LENGTH Z K Z ❑ Z \ \ (SEE ALLOWABLE Q �v O s q d b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS Q ® \ SPAN TABLE) Or O a ¢ LL o FOR 3105{i254,OR SETTERALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN r IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE EXTERIOR G \\\ PANEL INTERIOR DETAIL / ` ¢ o 0 METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED \ \ _ F- c o IN 211.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN \\\ NTS N p (y THE QUALffY CONTROL SYSTEMS MANUAL \\ / /], \ Z ~ m THICKNESS B \\ \!/ i .=-T EXTERIOR SKIN Q o c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS (SEEALLOWABLE \ \ p Z o SHOWN IN THE ALLOWABLE SPAN TABLE SPAN TABLE) Sim \ \ LL 1) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE OF FAN BEAM \ .. e4e'a• U SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-0' MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) J SECTION 803.1.1 OF THE2013 CBC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE IX t\ ° FOAM IN ACCORDANCE WITH ASTM C578. TYPICAL HCD FBH INSIGNIA © �•••� F a rc 3o R d) THE COMPONENTS ARE BONDED TOG ETHER BY AN ADHESIVE DESIGNATED AS EITHER LOCATIONS � '` x x MORAD M-5W SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS \I�//' IMEWOR SKIN V COMPANY,AND RECOGNIZED UNDER ICC ES ESR-1023,OR ISOGRIP SP5050D,A TYPICAL HCD ¢ PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY FBH INSIGNIA Q m AND RECOGNIZED UNDER ICC ES ESR-1140,TIE ADHESIVE IS A CLASS 2,TYPE II, LOCATIONS TYPICAL ROOF PANEL PANEL EDGE DETAIL / 6 ` w °STRUCTURAL ADHESIVE,UNDERICC ES ACOS. Z Z Y a aIa - v-i w y S 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM2AeOVE SHALL PROVIDE CERTIFI NTS CATION w x WITH EACH SHIPMENT TIATALL COMPONENTS PROVIDED WITHIN SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION(S)AND/OR DEFINITION(S)OUT LINED ABOVEtE ygy .4) THE MAXIMUM ALLOWABLE SPAN,FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN -- . - 2'"£.512 PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. C.M.J. ENGINEERING, INC- EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT n PERMITTED. 8 APPROVED FACTORY BUILT ROUSING 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WrIH NO TRANSVERSE JOINTS. 063T5 �L z Z t�.080 PANEL f. 6) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM6 � These plans, specifications and installation :wad SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS requirements, have been approved pursuant to cw�APPROVED BY THE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM Health and Safety Code, Division 13, Part THAT SAID PLANS ARE INTENDED FOR USE TH THE DESIRED PANEL LOADS AND SPANS FOR 0.09 WI 0.0934 tt :°I' � and regulations adopted thereto s EACH SPECIFIC PROJECT, eaF ..• °°° �050 CC YYY A o w n 7) ALL PANELEOGESSHALLBESHIELDEDINALUMINUMSECTIONS. ALL INTERFACES C Approval herein does not authorize or approve °T-;✓ ' , .e= •T°.•. 1.5000 0.0800 ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. ,• .•:�r.S'8•+s°�a d.°.e� 0.08 any omissions or deviation from state (ours or 8) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED,HOT-DIP GALVANIZED OR •••:�_••° �•^° e�P R0.0200 valid IOCdI ordinances. n ELECTROGALVANIZED STEEL `•_• ''•° e.P�r °'°"" •• 3.5000 This plan is a ` p g 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S © ' F approved 6 IDENTIFICATION NUMBER SHALL BE LOCATED AT ANY OF THE FOAM EDGES ON THE FOAM CORE OF andfor building system_, and is applicable only ff a EACH PANEL to the Design Conditions as shown on theplans- I a m y 10) FASTENERS SHALL BE Rio SELF-TAPPING SMS,AND 1-O.D.,SEAL WASHER WITH NEOPRENE CfYI 1/Lr- N �p�J27 p $ a Plan Approval No._LAAodel � o INSERT.THE FASTENER LENGTH WILL BE i'LONGER THAN THE PANEL WIDTR ALLOYAND MINIMUM - l! q .I L� < THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES RESPECTIVELY. I c� MAR 2 3 ZOt6 P 'm $ 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO'SINGLE COAT FAN BEAM DETAIL C - E11�jtjrQ�- (. A7{TpfOVdl Date r F r r - STUCCO SYSTEMS. NTS - 1llHH��lI �G//yy�\VVJJ tLS UU 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE'EQUIVALENT'UNIFORM SNOW LOADS, CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMITED TO, / $ S a DRIFTING AND SLIDING SNOW, 13) CONSIDEREDPLANS ARE NOT SGNA REIN BLUE lap BY THE ENGINEER OF RECORD(EORMOR THE FACTORY BU THOUSING APPROVAL STAMP. 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS B'RATING. m S- ID 2 m 15) UNLESS OTHERWISE NOTED THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE A STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS.INCLUDING � x EXp- 2017 FIRE SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR -� Jq t! a\�yC��P al 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE(1)CEIUNG FAN PER 4•WIDE LlCtt1t F OF ctot PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS- THEREFORE THE ALLOWABLE LOADS PR°VI°Fn ARnVP ARP UI AnnMnN Tn T MWFIGK ncT =rcn IMI Cna n..��.-..._.......•uuoviuec �L . . .• -• -. ..a -6:v-.••••:f•.- ::..5::-.yi2 t-a:v- ::::::<ii"i:::.:::q aava _a_.. vaavu avu N NOTES: CS} a Allowable5 an Table —Afl lift Fasteners acin (1J(2)(s) (1) -ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX U z �Q N .0 Inch-0.032"-20 cf EPS-0.032" Ashland or Rohm and Haas Adhesive-WITHOUT FAN BEAM INSERT CHAPTER I OF THE 2012 00.2009.INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OF THE ¢m D Applied Pressure far Desi n 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAPTER I OF THE 2013 CALIFORNIA Q i FA ype Minimum Panel BUILDING CODE AND APPENDIX[HAPTERH OF THE 2033 CALIFORNIA RESIDENTIAL CODE LL z m 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf Slope(Per Foot C7 (") live18'-0" of Pro eGion -THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE IS AN Z w N 13'-4" 3 8" foot "EQUIVALENT"UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS fY z m n/a PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING SNOW. 00 o (Upward) 19'-9" 16'-4° 14'-1' 12'-7" 11'-4" 9'-B" 8'-0. 7'-6" 6'-9" 6'-1" AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPAN IS DETERMINED Q a Z ward) 18'-0" 15'-3". 13'-4" 12'-0" 30'-7° 9'-1° B. 7'-2" 6'-5" 5'-10" n/a FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD COMBINATIONS 12'-8" 11'-5" 10'-4" 9'-1" 8'-0' 7'-2" 6`-5° 5-10° 12" foot WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS t5 REPEATED FOR EACH OF THE FOUR(4) LL 2� a m g J ng n) LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 LOAD TYPES SHALL O a qn. D z d Z Loads 11 8" 7' S' S" 4" 4" 3" 3" 3" BE THE-ALLOWABLE SPAN"USED FORTHE PROPOSED APPLICATION. Q j m W 2 OC ¢ N -UNLESS OTHERWISE NOTED,THE MAXIMUM SAVE PROJECTION OF THE ROOF SYSTEM IS 24INCHES. o c�i a a ¢O O_ "no ZO 4 (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL O ❑ FQ X o AllowIblesn Tble and U lift Fastener S acin (')(2)(5)a(6) SKINS OF10 DEGREES FAHRENHEIT. U O 4.25 Inch-0,032"-2.0 032" Ashland or Rohm and haas Adhesive-WITHOUT FAN BEAM INSERT 2(3) FASTENERS SHALL BE 414 SMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH OFLoadin T APPIied Pressure for Desig n Mnimum Panel FASTENER SHALL BE AT LEAST I INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND MINIMUM ¢ 4g' ype 30 psf 15 sf 25 5f 30 5f 35 f 40 sf 45 Sf 50 sf 55 a Slope(Per Foot THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES,RESPECTIVELY. THE FASTENERS HAVE K ZP P P Ps P P p P M) A PULL-THROUGH CAPACITY OF 110 LES FOR THE SPECIFIED FASTENER USING A FACTOR OF SAFETY U-'M i,. of Pro ection OF3.0. CAPACITY OF FASTENER AND CONNECTION OF THE FASTENER TO THE SUPPORTING zi ¢Live 22'-11° 3/8"/foot STRUCTURE IS OUTSIDE THE SCOPE OF THIS ENGINEERING. QJWind U ar 23'-0" 21'-5" 17'-6" 16'-4" 15'�" 14'-6" 13'-10" 13'-3" 12'-9" n aU Wind Down Wald . 22'-11" 20'-1" 16'-10" 15'-9" 14'-11" 14'-2" 13'-6" 13'-0" 12'-6" n/a (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE Snow 17'-7" 16'-3" 15'-3" 14'-5" 13'-7" 12'-10" 12'-2" 11'-8" 1 2° foot REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING,CAN INCREASE _ PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. o o z Fastener Spacing(') © P 0 3 3 a SO" 7" 5" 5" 4•' 3" 3" 3" 3" 2" (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS < rc o N for Uplift Wind Loads z z DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 22'-4'FOR THE 3-INCH AND 23'-0° m ¢ FOR THE 4.25-INCH AND 6-INCH,OR THAT INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS DEFINED IN Q a THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 23'-0"FOR THE 3-INCH AND 4.25-INCH OR THAT m - m. m Allowable bias an Table andU lift Fasteners acin (1)(2j(s) INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. w m ❑ 3.0 inch-D.032"-2.0 f EPS-0.032" Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT w All w a S A lied Pressure for Desi n (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE Loading Type Mnimum Panel SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO w x ❑ ❑ o o w o a Slope(Per Foot LONGER SPANS IS PROHIBITED. 10 psf LS psf 20 psf ZS psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf of Proiectlon)(") =q - Uve 19'-30" 3 8" foot - S E� Wind U ar 21'-2" 18'-0" 16'-0" 14'-B' ]3':8" 12'-9' 12'-1" 11'-6" IS'-0" 10'-)" n a " Wind(Downward) 19.'-SO" 15'4- 15'•8" 14'-5" IT-6" 12'.8" 12.-D- 11'-5" 10'-11" 10'-6" n/a CAJ. ENGINEERING, ING Snow 14'-11" 13'-9" 12'-11" 12'-2" 11'-6' 11'-0" 10'-6" 10'-2" 12' foot $ Fastener5padng l') 9"=7- s" a" a" 3" 3 3" " z" 2'1 RPPROVEO F,��ORY BUIL1 HOUSING a for Upliftt Wind Loads Tf'Tese plans, specifications and installation =��z Allowable Span Table and Uplift Fastener S acln (1)(2)(s)a(6) rl2quirement5, have been approved pursuant to) � `s Health and Safety 2 Code, Division 13, Part g;a s 4.25 Inch-0.032"- 0 cf EPS-0.032" Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT; $nd regulations adopted thereto. '' mW _ Ap lied Pressure for Desf n ! Minimum Panel o ryz v r Loading Type Slope(Per Foot `s 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 5o psf 55 ps of Pro ectlon M Aporoval herein•does not authorize or approve Sny omissions or deV'12tiiilYd from state laws or Uve 23'-0" 19'-3" 3 8" foot Jalid local dd)fiances:- Wind Lu ard 23'-0" 2T-5" 20'•0" 18'-4" 17'-0" iS-11' 15'-1" 14'-4" 13'-9" 13'-21 n/a t" a Wind(Downward) 23'-0" 21'-3" - 19'-3" 1T-9" 16'-7" 15-5" 14'-6 13'-B" 13'-0" 12'-5' Na This plan it appfoved as a building compona(1t Snow 17'-11" 16--2° 14' i()" 13'-9" 12'-IV 12'-3" 11'-7 111'-17 1 2" Font e A f g frrd/or bull systetfis, and is applicable Only Fastener 5padng 8" 5" CO the DBI II thnditiog3 as shown on the Ian m for Uplift Wind Loads 4" 4" 3" T. 2" 2 2" 2•, I �•�� p S. 'a s �( 'J !iRR m � © Q— "AFdrOVal 94te mi c 3 Allowable Span Table(1)(z)(a)(s) I _ - - 'a - 6-inch,0.032"/2.00 pcf EPS/0,032" = ' ✓ Applied Pressure for Design I Minimum Panel 8 N - W23 psf 15 psf 20 psf 25- sf 30 sf 35 sf 40 psf 45 psf 50 psf SS Isf Slope (Per Foot 3 p p p p p P p p p F of Proiection)(4) CD -�•� ) i Live '_0„ _ �- U" _,. _ - _ :> I 3/8"per foot CR'JEFCc/Gyq a -0" 23 0; 23xW 2T-9 21 1" 19-10 :. '18'-7- :.17 6" ' 16'-7" 15'-10" n a N r`O �3 . C ' '-0" 23'-01 23'-0" 21'-B• 20'-4" 19' ° ' " 16'-il° 16'-1" 15'-'S" n a LO -- ' ` 22'-2' 20'-0" I 18'-5° Sr-1- 16'-0° 8" er foot qa4 i w �� 3 7 9 m THE 6-INCH PANEL IS ONLY AVAILABLE WITHOUT FAN BEAM INSERT. ❑ of 31 ` ❑ c T tictUta��i�P m�