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PMT16-02129 City of Menifee Permit No.: PMT16-02129 29714 HAUN RD. -5ACCEU/ MENIFEE, CA 92586 Type: Residential Addition °—14111"""' MENIFEE Date Issued: 07/07/2016 PERMIT Site Address: 29263 HIDDEN LAKE DR, MENIFEE,CA Parcel Number: 340-190-041 92584 Construction Cost: $5,880.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 19'x 40'SOLID ALUMAWOOD PATIO COVER WITH 2 FANS Work: Owner Contractor JIM LONG GUTTERS N COVERS CONSTRUCTION INC 29263 HIDDEN LAKE DRIVE 19069 VAN BUERN BOULEVARD#114 MENIFEE, CA 92584 RIVERSIDE, CA 92508 Applicant Phone: 9516728022 REBECCA HALL License Number:945962 GUTTERS N COVERS CONSTRUCTION INC 19069 VAN BUERN BOULEVARD#114 RIVERSIDE,CA 92508 Fee Description Q1 Amount t51 Receptacle, Switch, Outlet&Fixture 2 121.00 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 6.05 $295.70 The issuance of this permit shall not prevent the building.official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Pernit_Terrplate.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ [am exempt from licensure under the Contractors'State License Law for 0 I hereby affirm under penalty or perjury that I am licensed under provisions of following reason: Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence Professions Code an y license is in Tull force and effect. which I must have resided for at least one year prior to completion License Class Lice o. �l�l ^ Z improvements covered by this permit, I cannot legally sell a structure that I he, Expires `/120 Ito Signature built as an owner-building if it has not been constructed in its entirety by Iicensr contractors. I understand that a copy of the applicable law, Section 7044 of tl WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following declarations: h0 ! r.le i ov/calaw.html. I have and will maintain a certificate of consent of self-insure for workers' _To. compensation,Issued by the Director of Industrial Relations as provided for by Date `Z-Z4-r(o Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Property Owner orAulhorized Agent Policy# ❑ By my Signature below, I certify to each of the following: I am the proper P'l have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read th section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comp permit Is Issued.My workers'compensation insurance carder and policy number are: with all applicable city and county ordinances and state laws relating to buildir c , construction.I auth rize representatives of this city or county to enter the above Carrier sP(3u i T4a{=nn� identifie spectionpurposes. Policy# 5D .X iC&Iot)Co Expires -71231he i pe-in Date Z- 2S-lb Property rercr Authorized Agent (This section need not be completed if the permit is for City Business License# �� one-hundred dollars($100)or less) ❑ I certifythat in the performance of the work for which this permit is issued,I HAZARDOUS MATERIAL DECLARATION shall not employ any persons in any manner so as to become subject to the Will the applicant orfuture building occupant handle hazardous material or; workers'compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the subject to the workers'compensation provisions of Section 3700 of the Labor amounts pacified on the Hazardous Materials Information Guide? Code,I shaVflh ith mply with those provisions. OYES TP 0 Applicant; Date; Will the intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAQMD)?See permitting checklis COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for gufdelilies SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND ❑YES ANO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the oute DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YES, .. CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of agency for the performance of the work which this permit is Issued (Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS Dl ES OO-NO I hereby affirm under penalty of perjury that I am exempt from the Contractor's ` ` / Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTY NER OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5. Business and Professions Code: EPA RENOVATION.REPAIR AND PAINTING IRRPI Any city or county that requires a permit to construct,alter, improve,demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firths and comply with she is exempt from Iicensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPA's Renovation Program visit: www.epa.govAead or contact the National Lead Information Center at ❑ I, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do( )all of or( )porting of the work,and the structure is not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or Improved for the Firm Certification No.: purpose of sale). ❑ I, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm Is required for this project because: contractors to construct the project(Section 7044, Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP C & SAFETY PERMIT/PLAN CHECKAPPLICATION ti � Menifee DATE PERMIT/PLAN CHECK NUMBER a- �{ TYPE: [-I COMMERCIAL kESIDENTIAL ❑MULTI-FAMILY ❑MOBILEHOME POOL/SPA ❑SIGN SUBTYPE: []ADDITION ❑ALTERATION []DEMOLITION []ELECTRICAL ❑MECHANICAL fGNEW []PLUMBING ORE-ROOF-NUMBEROFSQUARES DESCRIPTION OF WORK \ C) 5 2 FA Ns PROJECTADDRESS - ASSESSOR'S PARCEL NUMBER {�-nt)- V{� LOT TRACT OWNERNAME JLM Loviel __II ADDRESS 29 63 CI 2V11 �_,e2 C t McDte opt. BuI PHONE EMAIL 6 APPLICANT NAME L G 1/1 ('�.. Ni ADDRESSI.A PHONE ��Z EMAIL CONTRACTOR'S NAME �(J�(\ ('� OWNER BUILDER? ❑YES 0 BUSINESS NAME Cwers ADDRESS C Z 2�V Cp PHONE 9C -7Z OU <2 _ EMAIL CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION VALUATION$ SS-�$O SQ FT SEfl L SQ FT APPLICANT'S SIGNATURE DATE OTYSTAFFUSEONLY DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN `� SMIP I - INVOICE ((��G PAID AMOUNT AMOUNT � 0CASH 0 CHECK# OCREDITCARD VISA/MC PLAN CHECK FEES PAIDAMOUNIT 0CASH 0 CHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER 0 YES 0 NO City of Menifee Building&Safety Department 29714 Haun Rd.Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 2 \ « ƒ c 55 \ I v I 2 > K \ � 2 0 / 2 \ / rn a rn rn = F � } rn rn � � 7 k I \ ƒ \ � A eef _ 2 A a C/1 M . � = � kn %CD _� ® }2 ` ® % \\ / / . CD _ _ co) / < 2 }\ / Q@ c§ \ OFFICE COP/ A B C 0 E F 0 H J {rt 4 CJ G N PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. j� SPECTION REQUIRED CD o L GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: W m m 1- LL GOVERNDESIGNING CO DOF ES: RESIDENTIAL APPLICATIONS-CRC AND IRC APPENDIX H.CSC AND IBC CHAPTER 15.CBC$ CBCIIBC EQUIVALENT CRC/IRC U 1. THE 2015IN INTERNATIONACHED L ING AND REBID NTIALCCOVER DESSHOWHINCALIFO THIS PORT BUILDING AND THE IBC APPENDIX CHAPTER I. WIND SPEED EQUIVALENT EEC _ 201220151NTERNATIONAL BUILDING AND RESIDENTIAL CODES,2013 CALIFORNIA BUILDING ANO ROOF LIVEAND SNOW LOADS:ID.20,25,30,40 IS 50 Pat(SNOW LOADS AT GROUNDVIAND rn Q X O RESIDENTIAL CODES.ASCEISE17-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25,30.40 IS 50 Pat) ',' C Q AND THE 2015 ALUMINUM DESIGN MANUAL-ADM.COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIALAPPLICATIONS-CBC AND IBC CHAPTER I6. 11D MPH 85 MPH ''y` LLI LL ACCORDANCE WITH 2O.212015 5AND 30 ANDESID CRC SECTION COMMERCIAL FOR LCO CONSTRUCTION. RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS:20,25,30.40 a,50 psf.(SNOW LOADS AT GROUND LEVEL 93 MPH s` W > p 111 AND ACI 310-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25,30,40 IS 50 Pat) 120 MPH A ¢ z C „ DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 130 MPH 101 MPH D O 2.ALL ITEMS PERTAINING N EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE... ETC.)SHALL BE CIRCLED AND CLEARLY IDENTIFIED. C7 rn C=) 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 1. BASIC WIND SPANS FOR SNOW MP HIAVEBEEN EXPOSURES AND ROOF APPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, s m � D LL 2. BASIC WINO CLASSIF 110,ICATION 130 MPH,EXPOSURES 11 AND C. FOR APPLICATION AND USE. N Cl) MANUFACTURER DESIGN LOADS ANDENCLOSABWTY. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:11,11. 'ct 4. THE DRAWINGS AN D AND SPECIFICATIONS SHOWNOF PRESENT CONSTRUHE CTION. NISHEDTHE CONTRACTOR STRUCTURE.SHALUNLESS OTHERWISE 4,SEISMIC BASE SHEAR:W POUNDS PER LINEAR FOOT PER WIDTH OF COVER. W O AND DI ECT THE OT WORK AND S THE METHOD SOLELY RESP NSIBLE OR ALL ONSTR CTI SN MEAN PER,MEABE S. SEISMIC DESIGN PARAMETERS: SITE DESIGN PARAMETERS:' TECHNI LIES,SE UENCESD SHALLBE DURES.RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SITE CLASS:D TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:❑ SITE ADDRESS: 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS:S6=150,S,=0.6.S.=1.0.Sp=0.50 IQ f K _,mac l AVAILABLE TO THEAUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.THERE RESPONSE MODIFICATION FACTOR,R:1.25 LGz SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUTAN APPROVED 6. DESIGNASSUMPTIONS: �tr4��K Fw' CHANGE ORDER. A BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):2T 6.ALL NEW CONCRETEING FOOTINRS GS EAR ONFDWINANY NATURAL,UNDISTURBED TURSOLI ED SOILHMATERIAL B.LEAST BUILDING WIDTH OF MAIN STRUCURE 30' ®1/[Q�`// ( -Q.� C '� �j j..(�'y C3 5 7.ALLNEWCONCRETEFOOTINGSSHALLBEARONFIRM, CCREUNDISTURBEDSOILORCERTIFIEDFILL C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:10'X1D' S5885 B.ATTACHED COVERS MAY LOCATED SECURED TO AN EXISTING CONCRETE SLAB L TO ZERO THE SLAB IS AT LEAST 3 121NCHES 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 ANOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: WIND SPEED&EXPOSURE: EXISTING OR NEW CONRETE SLABS. Cr 10.20 POUNDS PER SQUARE FOOT LL.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISrED EVALUATION REPORT.AT MINIMUM,SUBMISSION FORA BUILDING PERMIT MUST INCLUDE THE ROOF/SNOWLOAD: OF CAOL - DESIGN CONSIDERATIONS: FOLLOWING INFORMATION FROM THIS EVALUATION REPORT:12.MINIMUM ROOF SLOPE FOR SOLID A TITLE SHEET AND GENERAL NOTES. 06-23-1 G D ROOF PANELS: PER FOOT. B.STRUCTURAL CONFIGURATION(i.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). V L I U 1 .MINIMUM COVER PROJECTION IS 1d. C.BASED ON THE REQUIRED DESIGN LOADS.SITE-SPECIFIC RAFTER AND/OR PANEL SPAN ' 9 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE TABLES. ('� f ' /� EXISTING OVERHANG. D.TYPE OF HEADER,POST TYPE 8 QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL 14.COVERS ARE DESIGNATED'RIDGED BUILDINGS'AS DEFINED IN ASCE/SEI 7. SITE-SPECIFIC DESIGN LOADS. 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS.RIDGES AND ESCARPMENTS AS DEFINED IN E.APPROPRIATE STRUCTURAL DETAILS. DURALUM ASCE/SEI 7. F.OTHER DOCUMENTATION TRAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING ENGINEERING FIRM 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES;IN JURISDICTION. IAPMO0195 ACCORDANCE WITH ASCEISEI 7. 17.THE RATIO(WP),COVER MEAN ROOF HEIGHT(H.Fr.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,Fn, SHEET INDEX" ' • i � o SHE RATIOL NOT(UP). COVED ER LENGTH 5ERUCTURAL ENGINEERING J 18.THE RATIO(UP),COVER LENGTH(L.FT.)DMDED BY THE COVER PROJECTION OR WIDTH(P,FT),SHALL NOT SHEET# SHEET TITLE/DESCRIPTION CL ^"IAPPRovAL BE LESS THAN ONE(1). CITY OF ME MATERIAL SPECIFICATIONS: 2693o ACERD SURE 2D0 PHON (4 1 Po s T-0..................TITLE SHEET,DESIGN LOADS,GENERAL NOTES M�Sp��.Ip9q e�,� ENT 19.BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. SH-1.............SOLID PANEL STRUCTURES BUILDING HIYLI 5-1 EI vG City Of Menifee 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR NOSE SHOWN.PROVIDED THEY ARE REGISTERED SH-2............OPEN LATTICE STRUCTURES STRUCNRALENGINEER ouSrINKROSEPINK5E5B85 Building & Safety Dept. WONCREESHALH ASSOCIATION 2DAY COMUALOR GREATER YEILDIVESTRNGTHOF AND ULTIMATE STRENGTHS. SH-3.............PANEL SPANS TRI-V,W-PANEL PAN PLAN APPf�t`5�I9� Poo 22.DESIGN VERTICAL HAVE BEANGlURESDAY IS 500 POUNDS HR FOOT. UNDSDESIGN LATERALER RE SOINCH. POINTOFCONTACr: ANTHONYTMN 22.DESIGNVERTICALSOILBEARING�RESSUREISSOOPOUNDS PER SOUAREFOOT.OESIGNLATERALSOILBEARING SH-4............MINIMUM FASTENERS JUL O I 10I6 PRESSURE 18 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100PSFIFTx2 PER SH-5-6.........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL TABLE 1806.2 AND SECTION 1806.3.4. @IL.GSIS 1 3 23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,AND CONFORM TOA5DD GRADE B. SH-7............HEADER BEAM TYPES,COLUMN/POST TYPES ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. SH-8............EXISTING EAVE CONNECTION DETAILS REVIEWED BY DATE Receive 24.EASTERNERSRD-CUTALUMI UM PLATED WASHERS. SHALL BE WOOD AND LAGSCREEEL S SHAARE L BE REQUIRE AOB INSTAALL LS SHALL SH-9............HANGER CHANNELS AND MOUNTING BRACKETS HAVE STANDARD-CUTPLMTEDWASHERS.WOODAND LAGS CREWS ARE REQUIRED -3 BE INSTALLER IN S ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. SH-10..........COLUMN/POST SURFACE MOUNTAND FOOTING EMBEDMENT DETAILS - d s 25.THEPOSTJNSTALLEDANCHORSCITEDINTHESECONSTRUCTIONDOCUMENTSSHALLBESIMPSONSTRONGTIE SH-11 ..........LATERAL FORCE RESISTING SYSTEM/MIN.NUMBER OFREQ Q�LUI NSshall not be construed tobea permit for,oran 3 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS ISMS)IN CONFORMANCE WITH]CC-ES ESR ns 197E TA APPROVED EQUAL SH-12..........BEAM TO POST&LATTICE TUBE W RAFTER CONrItk>a P violation of any provisions of the federal,State Or City 27.RESIDENTIAL ATTACHED MAXIMUM COLUMN SPACING WHEN BEARING ON CONCRETE SLAB IS LIMITED TO USE WITH SH-13..........HOW TO DETERMINE TRIBUTARY WIDTH&FAN B REs1ID AND LATICE ALUMINUM INUMATIO COVERS ONLARE LtD AND 20OFF7. SH-14..........BEAM TYPES FOR ATTACHED&FREESTANDING SO QWRS � P 28.SOLID AND LATTICEALUMINUM COVERS ARE CLASS AROOFASSEMBLY IN ACCORDANCE WITH SECTION 15052, d ,{n n This set of approved plans must be kept the EXCEPTION 2. SH-15-17.....SOLID COVERS ATTACHED&FREESTANDING BEAMI(V @PsIVA01 .f,T b-130 MPH SH-18-20.....SOLID COVERS ATTACHED&FREESTANDING BEAM ffifWg(it8Q 6tIoq.110-130 MPH WIND SPEED CONVERSION TABLE: SH-21-23.....SOLID COVERS ATTACHED&FREESTANDING BEAMISPANS,25 PSF S.L, 110-130 MPH THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. SH-24-27.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L. 110.130 MPH 9STELJOB9 161071 _ FOR USE WITH THE CRC/IRC,DIVIDE THE REQUIRED CRC/IRC WIND SH-28-30.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH SPEED BY D.6 SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L, 110-130 MPH LUTE B6z1-1B EXAMPLE:CRC/IRC WIND SPEED 15 85 MPH.THE COVER CONSTRUCTION SH-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH DRAWN BY AT SHALL BE BASED ON 85 MPH=110 MPH. SH-37-38.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-130'MPH 0.5 SH-3940.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH CHEMED GM SH-41-42.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L, 110-130 MPH s WHERE SNOW LOADS OC , T IS THE REPONSIBILITY OF THE SH-43.44.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L. 110-130 MPH CUR I i CONTRACTOR FOR THIS CUR, T TO VERIFY WITH THE LOCAL SH-45A6.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L;110-130 MPH SOLID PANEL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-47..........INSULATED ROOF PANEL ATTACHMENT DETAILS STRUCTURES '- F SH-48..........SNOW DRIFT DESIGN i B SLIDING,PER ASCE 7-1 D,SECTION 7.7AND 7.8,IS REQUIRED.SEE SH-49..........SPAN REDUCTION FACTOR TABLES SHEETS 49 FOR SPAN REDUCTION FACTORS. SH-50.........ADDITIONAL STATE LICENSURE STAMPS } SH' . 0 31 OWM HEETS t A B C 0 E F G N I J SOLID PANEL STRUCTURES o a, L N CD c) ROOF N o ATTACHMENT OVERHANG, ATTACHMENT ROOF LLI rn co OVERHANG, Q rn ROOF PANEL SEE TABLES SEE DETAIL A,B&C, LFNG OR WOOD,OR SEE DETAIL A,B&C, OR WOOD, , U SHEET4 FOR PANE ATTACHMENTOOF TO SHEETS qND S,Aq IV STRI/C WALLS SEE ROOF SHEET4 FOR ROOF SHEETS APANEL SEE TABLES NQNGTy OI, CONCRETE m SUPPORTING WALL TyFpRoeC I.Sg TVARIES SHEETS PANELATTA ATTACHMENT TING WALL MIN.0.25"SLOPE PER FT. STl{F pNOT8 1TURF VqR/ SHEETS � LU L¢L HANGER&BEAM. O SPAN T/ON yqN HANGER&BEAM. ROJFCric, TygIV LLI FS U > o azLo o "O . o O Z .H."NOT TO EXCEED 25% c- OF ROOF PANEL "O.H."NOT TO EXCEED 25% O U o ALLOWABLE SPAN OF ROOF PANEL ALLOWABLE SPAN N rn SEE DETAIL O SHEET 1 . SEE DETAIL 11,SHEET 12� FOR MANDATORY SPLICE. @O'MSP FOR MANDATORY SPLICE. PosBFgM m NO BEAM SPLICE AT POST qN/ BEAM-SEE TABLES SpAfv EXTERIOR POSTS. SFF T'Aat Ss = N EXTERIOR PICE AT OSTS. S F gBLAC/NG FEAM-SEE TABLES OR POST SPACING i POSTS,SIZE VARIES O,y FS Q�pFESSlg1� 3 NUMBER OF REQUIRED COILUMNS NIMUM2S?/ D O FXCE `,_' SEE SHO.11 S,SIZE MINIMUM FX FRIES EpT TO �MgL�OWgSSFSpNV NUMBER OF REQUIRED COLUMNS ALL 6AA4 9P � S 5885 31/2"SLAB ATTACHMENT * - MAY BE USED 31/2"SLAB ATTACHMENT WHERE PERMITTED. NOTE:NO SPLICE AT EX IOR POSTS MAY BE USED SEE TABLES WHERE PERMITTED. OF �`WFpY- SEETABLES NOTE:EACH COMPONENT IS INTER- FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER NOTE:EACH COMPONENT IS INTER- 06-23-1E E REQUIRED CHANGEABLE WITH ANY OTHER FOOTING WHERE a SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEETABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A"ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B"ATTACHED MULTISPAN W/ CANTILEVER OPTION DURALUM IAPMO 0195 AHI APPROVAL s ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SNGt y Op STRU ROOF PANEL SEE TABLES LfNGTy SUPPORTING BEAM. O.H. CTURF V, FS SHEET4 FOR PANE ROOF SEE MIN.0.25"SLOPE Op STRUC Rl ATTACHMENTTO PER FT O.H. TURF VARIES O.H. SUPPORTING BEAM. 1 SPAN O.H. SPA g "O.H."NOT TO EXCEED 25% SPAN 3 OF ROOF PANEL "O.H."NOT TO EXCEED 25% - ALLOWABLE SPAN OF ROOF PANEL s _� SEE DETAIL 11,SHEET 12 ALLOWABLE SPAN FOR MANDATORY SPLICE. PFgM Sp SEE DETAIL 11.SHEET 12✓ S NO BEAM SPLICE AT OSTSp'1N/ BEAM-SEE TABLES FOR MANDATORY SPLICE. FAM Sp REVISIONS EXTERIOR POSTS. SFE TgBgCENG FOR POST SPACING 1- NO BEAM SPLICE AT pOSTSpgN/ BEAM-SEE TABLES POSTS,SIZE VARIES CFS x EXTERIOR POSTS. SFF Tq@LFSING FOR POST SPACING i w*E DM.T10+ NOrr POSTS,SIZE VARIES qy I 31/2"SLAB OF@� o i2 NOT TDJII OF s MAY BE USED �L041'q@LF 3 1/2"SLAB ALL@ TO CONSTRAIN SPAN MAY BE USED OL'1'A@LE / FOOTING,SEE TO CONSTRAIN SPgN 45TELXB€ ibimi TABLES FOOTING,SEE g TABLES DATE o�zv-is FOOTINGS SEE TABLES FOOTINGS DRAWN 3Y AT NOTE:EACH COMPONENT IS INTER- SEE TABLES CHECKED Gm CHANGEABLE WITH ANY OTHER NOTE:EACH COMPONENT IS INTER- COMPONTENT UNLESS OTHERWISE SHOWN. CHANGEABLE WITH ANY OTHER E COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL 4 STRUCTURES TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION E i �N _ 1 F B C D E F oG H I J OPEN LATTICE STRUCTURES Z o r N ED «D W mc RAFTER,SEE TABLES Il 1= Q C:r \_ WALL LEDGER OR � �' � SO/IO/ryC. Fx/sr/i,,G SEE OVERHANG, ' � So'ER OR /G ROOF O X WALL ER N SHEETB OROOFOVHANG. WLQ MAXO.H. ,y_25%OF RAFTER G.H SEE DETAIL A,88C, W > O -tt ALLOWABLE SHEET B. 41(�6kq°�F SPAN RAFTER,SEE TABLES Q z z � NG MAX O.H. O �-- 25Y.ALL WABLEAFTER O.H - O T) O '4s N w —g zl- IAANOATORY BEAM SPICE-SEE OjNO O DETAIL 11,SHEET 12 NO BEAM SPLICEO POSTS ® p� o a s � AT EXTERIOR POSTS YppFE$Slgyq� E LENGTH OF STRUCTURE V MANDATORY BEAM SPICE-SEE ARIES G i DETAILII,'SHEETI2 6O 3 S POST —1. SIDE PLATS NOBFAMSPUCEATSEE p0 Sp NUMHERT[IFL REDUIMINIM N EXTERIOR PORTS oQy O "T uJ v S5885 Z. SFFTS/'gp c/ C13L.UMNS LENGTH OFSTRUCTURE VARIES 31WSLABATTACHMENT S * �JS-+y MAY BE USED WHERE yp POST KITH SIDE L TES - ST Sp SEE R, 11 FOR MINIMUM NOTE:EACH COMPONENT(SINTER- SFFTp4�'i ERMITIED.SEETABLES AFTq p�q�c/ � NUMBEE R OF REDUIRED F� CHANGEABLE WITH ANY OTHER � � S G COLUMNS OF CALL COMPONTENT UNLESS OTHERWISE SHOWN. s FOOTING WHERE REQUIRED, NOTE:EACH COMPONENT IS INTER- iOos�ly 06-23-16 NOTE:THIS OPEN LATTICE-TYPE STRUCTURE SEETABLES T Sp 312 SLAB ATTACHMENT MAYNOTSE COVERED. CHANGEABLE WITH ANY OTHER SFF Spq 4Ni MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. rq& PERMITTED. NOTE:THIS OPEN LATTICE-TYPE STRUCTURE FS SEETABLES MAY NOT SE COVERED. FOOTING WHERE REQUIRED, 1 SEE TAB LE DU ALUM TYPE "E"ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F"ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO0195 AHJAPPRWAL RAFTER,SEETABLE FOR SITE AND SPACING MAX O.H. esk M^25%OF RAFTER O.H RAFTER.SEE TABLE SIZE Op 'BYO�Lp SPA FOR AND SPACING NG 25%OF RSA ER G.H 3 ALLOWABLESPAN pOyTSG 3 E qp/NG � K �y$� RENSON3 1J�(11 ..0. Za N= wat N.IE u6txOrgx LENGTH OF STRUCTURE VARIES Ca3A OU MANDATORY BEAM SPICE-SEE pP�OD DETAIL 11.SHEET 12 NO BEAM SPLICE AT POST CROSSSECTI p LENGTH OF STRUCTURE VARIES G EXTERIOR POSTS ,pT SEE POST DETAI i F Sp 4STEL JOB# 161011 Tq qu. MANDATORYBAIL11, CEET 12 ] &FS NG DETAIL 11,SPUET I2 SEE S-SECETAR, ON, SAY BEDS NO BEAMEAT BEE POST DETAIL, PATE BGTitb `- NOTE:EACH COMPONENT IS INTER- Sp TO CONSTRAIN EXTERIOR PO5T5 SFFryoAgs 31fY S1AB DRAWN BY AT CHANGEABLE WITH ANY OTHER s T FOOTING,BEE '`F MAY BE UBED COMPONTENT UNLESS OTHERWISE SHOWN, rqS q W NOTE THIS OPEN LATTICETYPE STRUCTURE �S NOTE EACH COMPONENT IS INTER- p0 TO CONSTRAIN CHECXED - CIAg MAYNOT BE COVERED. CHANGEABLE WITH ANY OTHER SFFT Spq TFA6LESG,SEE - FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. �<Fyry 3 NOTE: T IYOPENLANOT BE CWEREUPESTRUCTURE FOOTING SEE TABLES OPEN LATTICE STRUCTURES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE SH - 2 A e C D H E F G J O SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & Cta o N CD U-) 24"TRI-"/"PqN �• 12"x3112"WPANEL 6'I8"x214'FLAT PAN LLI rn E'm za2• 25- •40• R=.11T {{{ .09R C1.S. 1- Q m .6)' .3SP .40• .]]' IBO' I .J)' .6J' b U T=(SEE TA9LE 'J5 ,43• .15' LI aEZT CALL UNMARKED RADII .06R) O X • b5' T• (SEE TABLE 70• �• c 7 c( 2 6' g• L p- 25' S' saw) J'92• 2. . .8B• 2 J' ' LI LL T= CSEE TABLE BELOW LLI > _ 10' 45' O 40' 4p• I-. - .]3' b5' T1P. Q O Lo Lo ,43g. 0' 1.3' L3' .433' 92' L92• ,]5' 1.92'3 3.00 Sd Sd Sp' ,50• 3.00' 2S' O U) O 4AY �- m•/800' � 4D � ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004•H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL N V 24'TRI-"V'PAN 12"x 3 1/2"W PANEL 8'x 2&FLAT PAN 6•x 2Y4'FLAT PAN LuSI pHLT 110 MPH SPAN 120 MPH SPAN 130 MPH BPAN LOSL PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LVSL pgNELT 110 MP%12DMPH,12D MPH SPAN 730 MPH SPAN W51 pgNELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 IXP.e E1(P.0 IXP.B EXP.0 (INJ EXP.B IXP.G FXP.B EXP.0 E%P.6 FXP.0 (IN.) EXP.B ExP.B EXP.0 EXP.B IXP.0 (1NJ F)N.B FXP.0 F)tP.B EXP.0 EXP.B EXP.0 .018 70'3' 10'J• 1d3' 10'3' 10'-3" 1"- 13'-9' 13'-9' 13'-9' IT-9- 13'-9' 13'-9' .02D 12'-6• 12'-6• 12'-6' 12'-6' 12'-6' 14'-7• 14'-7' 14'-7' 14'-7• 14'-7^ 14'.7' 12'-0" ,1'-1' 11'-2° ,d-T 1d-T 9=11' 1d-f0" f0'-3' 9'-6',2'-i 1Y-3 12'3' 12'J'3 10 .024 .D24 iS3' 153" f5.3' 1S ' '3' 7S3" 13'-T 13=r 13'-T 13'7" 73'7" 5'-10' 510^ 75-10' S'-f0' 610• 15'1g �J7D'-0' 9'9' • ' '_2• 9'-0• gt7• ,3'2' 12'r 12'$' 11'-10 12'-0" it'1' ' ' 17=6' 10'-9• 10 .029142" 13'-0' 13-0" 12-0' 588 14'3' 14'-3• 14'-3' 14'-3- 14'3' 14'-3' iD.D32 A32 17-T 1TT 1T-T 7T-T iRr 17'-r. 0 15'•7• 15-7" 15'-r 15'-7- 15-7^ 0321g-0- 7B'-0• 1g'-0^ 18'-0' 1814" 1", 1473'-0' 12'-0' 12'-S 12'-0' i6'-2" 15'-8' 15-9' 15'-0" 151' 143g-0' 8'-0' 8'-0" g-0' 8'-0" 8'-0' 19'7' id-T 19'T ig'T " ,9'7" D18 wD ,o4n1T-r 1T-7" 17•-7' 17'r 1T-7' ,04019'4' 1W4' 19'4• 1g-0• W-4• 19'-0•TT-S1T-T i6'-8' iS-9' 15-9' 16'-0" 15-0" 75'-r14'-1 14'-1' 14'-2' 13'4 17'-6" 1g-10" ITr 0' 16'-4' 165' 16'-0• •OF �L1F('�- 2D .D24 10-1• 10',1" it 1. 10'.1• 10',1" 10'-1• tt'-3' 11'-3" -3' 11'-3' 10'-2' 1tl-2' 10'-2' 10•-2• 10'-2" 1d-2^ 12'-i' 12'-T 12'-Y 1Y-P 12'•1' 78'-0' 8'-1' T•9' -�0(7) p q ,I�^ ID'-1' g3' 9'-0' g-0' 9'-1' 8'-8" .020 9 1' 8 S 6 S 6-0" 6-0' T 1T .020 10'-10" 1D'-4• 19 V-9" g-00' 9'-5' O6'Z3'16 12'-1' 12'-1' 12'-1^ 12'•1' 12'-1' 12'-1• 12'6' 12'-6° 12'-0' 12'-6' 12'- .D32 .024 6" 11-4- 11'-0' 11'-0' 11'-0' 11'-4' 1T-4' 13'J• 13'3" 13'J• 13'J' 13'3' 13'' 4 10'-9' 10'3' ,0'-0' 9'-8" 9'_9' 9'_9" 20 ,1'-r W-9" 10'-9' 10'J• 10'4" 9'-10' .D24 10'-1• 8'b• g-g' 9'$" B'S• 8'11" .024 12'-2' 11'-e• 11'_8• 11'-2' 11'-3• 10'4• .018 T3' T3' T3" T3' T3" T-3' 14'A" 14'-8' 19'-8' 14'-8' 14'-8" 14'' - �0 13'-0" 13'-0' 13'-0• 13''0 13'-0- 13'-0• 164• 15'-6-. 15, 1". 16'-6' 15'-6" T3 7 4 ' T-0^ T-1. T-1. V-10• wz DURALUM 13'3° 1Y.9' 1Y-9' 1Y4' 1Y-0" 71'-7" .032 11,-10` 11'-4' 71'fi 11'-0' 1T-0' 1U-6" C2 14'-2' 13'A` ta'-! f3'-D" 13'-P fY-0' 25 A24 8-9' 8'-9' 8'-9" 6-9` 6'A" g'_g• 16.1' 16-3- IV-3" 16'.3" i6•J" 16.3' 74'-8' 14'-6' 14'-6" 14'-6° 14'-g" 74'fi 16-8' 16'-g' 16-8' i6'-8' 18'-B" ,6-B• IAPMO 01 95 8'•8• g-0" 8'S" 8'-i' 6'-1' T$ � •D40 .040 15'-1" 14'-T 14'-T 13'-6" 14'-1" 73=2^ 13'ti' 72'-7 D" 13'-0' 12'-0' 12'S• it'-10' 15'-2" 14'-1 14'-10" 14'T .032 ge- g3' g-e" 9'4" 1T-T 11'-1' 11'-11 11'-1' 11-7• 11'-7•. 91-9• 9'-9• g-9• 7-9" 9'-V 9'-9" 1d-0' 10'-4' 1tl-4' 70'-0' 1d-4 1U-0' 10'-6' 1d-2• 101-21 9'-T 9'-8' 9'-2• �(1) � .020 9'-10" 9'-3" g5" e'-,T g-0' 8'-6' 8'-11' e'-e' g'-e' g'-3' 81-3' T-ic' 1U-0' 70'-1' 10'3' g-e' 9'-T g-0" 6•r 6'-7' 6'-T 6-r 6'-T 6'_7• ,2'-0• 12'-0" 12'-fY' 12'-0° 12-0' AHI APPROVAL .018 ,029 12-0' ,024 10'-0" 10'4' 7d-0^ 10'-0• 10'-0' 1tl-4• 11'-T ,1'-1" 11'-1' 7" " T3' T-0• T-0' 6'-9• 6-10' e'q" 11'-0' id-T 70'-8' 10'-2" id-3' 9'-9• 9'-11' 9' .024 7 9'-7' 9'•2• g'3' g'-10^ 12-0' 11'-B' 11'-7' IV 10 11'-D' 1db' 5 63" g'-3' 8'3' B'J• g'3' B-3' 25 25 25 30 A24 032 13'-2" 13'_p• 13'-2' 13'_2" 13'-2" 13'•Y' 11'-0' 11'-0• 11''4" 11'4' 11'-0• 11'4' 12'-1' 12'-7" 12'-1' 12'-1- 12'-7• 17 1• 8'-0' B'-0• T-9" T-T T-S D32 .032 73'-1' 12'-T 12'A" 12'-2' 12'J' 1T-6' 11'-10^ 11-3^ 11'-3' 10'-9• 10'-10' 10'-0" 14'-7" 13'-T 13'A^ 13'-1- 73'-2" 12'-0• -032 9'," 9-T 9-1' 9-1' 9-1^ 9-T 14-2 14'-2" 14 • 14'- ' 4'-2' .040 IT 3• 12'' " IT -- 12' ' 12'3' 12'-3' 13'4• 13'-1" 1VA" 13'-1' 13'-1• 13'-1• -1 ' 9'_6 9'-V '_1' 9'-2" 8'-10' 142 3 3 139 14'-0' ' 4 �0,S- -0" 3-3" 129 2-0 15'-0' 15-1' 15" e.020(7) id-6" 10'-6' 10'-6" 10'-6" 10'-6' 1D-6° 9'3' 91-3• g3^ IF 3" 9-3• 9'3" 9'-9' 9'A' 9'-9• 9'-9' g-9' 9'-7 TABLE 1-MULTI-SPAN REDUCTION FACTORS .ozo g-2° 8'-9' 8'-11• 6S 8-fi• 8'-2• B'S• 8•-0• 8'-0• 7-1 71D• 71 -020 9'.11' 9'-T 9'-7" 9'-2' 9'-0' e'-11• FOR ROOF PANELS 11'3• 1t•-3• 11'a• !11 11•-3" 11'a• 9'-9• 9 .D24 1d-4' 10'-0' id-4' 10'-0" 10'-0• 10'-4•ROOF LNEISNOW LOAD,paf .024 '�4 2 6-75 8'-1T B'-4" 11'-4' 10'-9• 11'-0" td-0' 10'-6' g•11" ROOF PANEL TYPE 10'-0' id-1' 1d-2" 9'-T 9'•Y 9'-2" g'-0• g_7• 9'_ 10 20 25 30 40 50 30 30 gg 6 12YJX2'x0.02S - - 1Y-0' 1Y3' 12'41" 12'-6• 12'-6- 12'-W 101-9, 1d-9' 10'-9^ id-9' ,0'-9" 10-9• 11'-4- 114' 11'-4^ 11'-0" 11'-4' 11'A' 0.88 0.83 0.75 0.80 .032 24'x2$"x0.016' 0.85 0.80 0.65 0.65 - 12'-fi° 72'-i' iT-1 11'fi' 11'-6^ 11-1' 0 11'-T 1d-B' 10'-9' 10'4• ID -4' 10'-0" •032 13'-2' 12'-8' IT-W 1Z-6" 12L7' 11'-I 24'x21Ci'1t0.024" 0.90 0.88 0.70 0.65 - - 13'4'. 13'-4° 13'-0' 13'-0• 73'-0' 13'' 11'-r 1,'•7" i1 -7" 11'-T 71'-T 71'-7" 72'-3' 12'-3' 1Y3' 12'J• 7Y-3" 17-3° RE ISIONS 24•xWhW.Wr 0.90 0.88 - - - 19'-2' 73'4" 13'-6 13 0 13'�7• 12'-8' ND 72_• .040 �9q atE ppsp�20pq 7 12'-2' 72'•2' 11'-e' 111-T 11'-r 14'-9' 14'-6' 14'-7' 14'-1' 14'-1' i MULTI-SPAN REDUCTION FACTORS ARE ONLY Dp(1) 9-," 9-, 9'-1• 9'-1. g- 3( 1' g-1" .020 B-0' 64' 84' a-0' 8'4- 8'4• .020 g-0- 94' -0' 9-0'. 9-0' APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN 5.3' 6'-t' 8'-1' T-tD• 7'-10- T-c T'-g• T-6' T-6• T-3• T-2^ 6'-1T g-1° 6-1D' e'-t0^ B'-r s'-6• g-1' fi IN TABLE 1 ABOVE. 7d3' 7d3' 10'3' 10'3• 1U-0' 1d-3' 9'-0' 8'-0" 9'-0" 9'-0' 9'-0' 9'-0' 9-6' 9'-6' 94i" g-0- 9'-6' 9-6' 3€€024 D29 40 g-S 7-1• 9•_7• 8'-10" 8'-10' 6-T 40 .@4 6,-B' e,J, 8,3^ B'-0• g•_T T-10" 40 10'-2' 9'-10" 9'-10" g-T g-B' 71'-0" 1,'-0' 11'-0' 11'4" 71'4' 9'-9' 9'S" 9'-9• g-9' g-9' g-9' 4STEL MSS i61W1 • .032 032 12'-1' 12'•9• 12'4, 12'-0• 12'-e' 13'-7• NOTE:PANEL FASTENERS 11'3• 11•-7^ 11'-0• td-r tU-8' 10.3• 1U-2" 8110• 9'-10' 9'-T 9'-7" g-3' 70'a' 10'-7" 10'-1' 9'-10' 9'-10' g4' pA� oBa3-ts ARE SHOWN IN TABLES 1,2 AND 3,SHEET 4 12'-2• 12'-2' 12'-2" 72'-2• 12'-2' 12'_2" 10'.7• 10'-7• 10'-7• 10-r 10-7" t0'-T 1T-2" 11'•2' 7T-2• ,1'-2' 1,'-2' 1V2' oaa 12'3' 12'4• 12'-0' 1Y-P 12'-1' 11'A" 11'$' 11'-2^ ,1'-Y 70'-8• 10-10" fd-S � 13'4' 13'-0• 13'-6' 13'-0' 73'-1" 12'-7" � AT FOOTNOTE "SAMPLE' 8'-2' e'-2' g'-2° 6'-2° e'-2• B'-2^ .D211(1) T-5" TS' T5' TS TS• T-5- 8'3• 8'-3• B'-3" 8'3' B'-3• g'-3' T-7° T-1" T_1' 6'-11" 6- .020 .020 CHECI�D GM 3 FIGURE INDICATES 11' 6-9' 6-S 6s 6'-S 6'a• 63• 6-T T-e^ T-7• T-e- TS' T-e" T-2' ATTACHED W-2• 9 2• 9'-2• B•-2" 9•_2, 9'-2• 8'3• e'3" 8'3- g'3" W3' B'3• V-9. B'-V g'-9" g'-9• B'-9^ 8'4• j FIGURE INDICATES .oz4 50 024 50 PANEL SPANS TRW, FREESTANDING W -7" T-1 d' T4' T-B• T-6^ T4^ T3' 7'3• 7'-7" 7 6'-11• -�4 g-9^ 6-7- 8'_7^ g_5• 64- g'_7• .032 id-r 70'-T 10'-T 70'-T id-T 1D-T 9'_1• 9'1• 91_1• 911• 1.1. g_7• 9'4• 9'-0• W4" 9'.4. 9'4• g4• .o3z W-PANEL& FLAT PAN 3 g-T 9-T 9'_7• 9'3• 9'S 8'-11' 9'-9" B'-r g'E' B'-S 8'-0' B'3' 10'-0' 70'3' 1U-3' 10'd' • 9-9" x 11'3' 11'-3- 11'3• 11'-3' 71•-3' 9'-9' 9'-9' g-9' 9-9' 9-9' 9'-9' Z0 10'4" 10'd' 1d-0' 1d4" 70'-0" 1d-0' 3 11'-0" id•1d' 10-70' id-T 1d-B' 70'4• 0D 9'-10' 9'-9• 9'-9' 9'5' 9'4' 9'-2' 11'-10• 11'-T 11'-9' 11'S 7T-8' 11'-2• A B C D E F G o H J O MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER N N o FOR ATTACHED AND FREESTANDING SOLID COVERS z w M Lh TABLE 1 TABLE 2 TABLE 3 `" 0X (2) 2"x6 %" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH w L¢i 6 z" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS ¢ z Lo of NUMBER OF N0.14 TEK OR SMS SCREWS of UMBER OF NO.14 TEK OR SMS SCREWS PEF > NUMBER OF NO.14 TEK OR SMS SCREWS o O e <o PER FOOT OF BEAM LENGTH ?oTOOT OF WALL HANGER AND BEAM LENGTH ?o Co cf) PER FOOT OF BEAM LENGTH ` o U o F3 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH r� 110 MPH 120 MPHk130 MPHEXP. B EXP. EXP, B EXP. EXP. B EXP. C ~ EXP, B EXP. C EXP. B EXP. EXP. B EXP. CEXP. B EXP. C EXP. B EXP. EXP. C5' 11 1 1 2 1 1 1 1 1 1 122 22 2 5 1 1 1 Z 2 25 6' 1 1 I 2 2 2 1 1 1 1 1 2 2 2 2 2 2 3 6 1 2 2 2 2 2 6 1 1 1 11 1 1 2 2 2 1 1 1 1 1 7 12 121 2227' 7 1 1 1 1 2 S 5885 g 1 2 2 2 2 2 1 1 2 2 2 2 1 1 1 1 1 1 1 2 2 2 3 3 3 $ 2 2 2 2 3 3 8 1 1 1 2 1 2 g 2 2 2 2 2 2 g1 1 2 2 2 2 2 g1 1 1 1 1 1 1 of cnt F� 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 2 2 2 10' W33 2 2 2 3 10, 1 2 2 2 2 2 10 1 1 1 1 1 1 06-23-16 3 3 3 4 2 2 2 3 3 3 1 2 2 2 2 2 4 11' 2 2 2 3 2 2 2 2 2 3 3 4 4 a 11 2 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 DURALUM 12' 3 3 3 4 4 5. 12 2 3 3 3 2 4 12 1 2 1 2 1 2 1 2 1 2 2 2 IAPM0 0195 13' 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 ANJ APPROVAL FOOTNOTE: "SAMPLE" s FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING t 6 5 REVISIONS u1x wrF o-svTrox 45 JOB- 161071 OATS 06-2i-16 y- Y DRAWN BY AT CHECKED GM 2 S PANEL SPANS TRI-V, ! W-PANEL& FLAT PAN B t 3 SH - 4 A B O O E F G H J CD RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C � z to Cq CD LQ 3"x 8"RAFTER z w 2"X 61/2"RAFTER DBL.2"x 6 1/2"RAFTER W 63 m LLISL °T' R0 110 MPH 120 MPH 130 MPH 7" ¢ 110 MPH 120 MPH 130 MPH " (IN.) yo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LL/SL (IN) mz LUSL �N• yz 110 MPH 120 MPH 130 MPH p� o t20'-3" 20'-2" P.0 EXP.B EXP.0 EXP.B EXP.0 ( ) O EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 U. _ p X 16" 29-8 29'-6" 29'-8" 28'-9" 29'3" 26'-3" -10" 16'-0" 15'-0" 15'-9" 13'-8" 22'-0" 22'4" 22'-6" 21'-1" 22'-2" 19'-2" W LL 26'-3" 263" 26'3" 263" 26'-3" 25'-7" 16" 4'-2" . 14'_2• 14'-2" 14'-2" 13'-9" 16" 19'-10" 19'-10" 19_10 19-10 19-10" 19'-4" W — 1 D .042 24" 24'-2" 24'-1" 24'-2" 23'-0" 24•_D" 21'-6" 024 '-0" 13'_7" 12_3" 12'_10" 11'_2 .024 18'4" 18'_3" 18'4" 17'_3" 16'_2" 15'_8" f� ¢ Z � 21'-6" 21'-6" 21'-6" 21'-0" 21'-0" 21'-0" 241'-7" 11'-7" 11'-7" 11'-7" 11'3" 24 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 5'-10" m 2 <- 3 16 23'-0" 23'-0" 23'-0" 23'_0" 23'_D" 22'-9" -2" 20'-3" 1g'-8" 20'_7" 18'-2 28'-7" 28'-6" 28'_7" 2T-9" 28'-3" 25'-7" o Ln o 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 16" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" 16" 6 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8" N 20 .042 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 10 .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•_1" 20'_70" 1T-10" 17-10" 1T-10" 1T-10" 1T-10" 1T-10" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'4" 1611 19'-B" W-8" 19'-8" 19'-8" 19'-8" 19'-8" 24'-0" 24'4" 24'-6" 23'-9" 24'-3" 23'-2" 34'-7" 34'4" 34'-7" 33'-7" 34'-2" 32'-8" 21'-S" 21'-2" 21'_3" 20B„ ,042 16" 21'-9" 21'_9' 21•_9" 21'-9" 21'-B" 21'-2" 25 .042 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 24" 24" 20'-1" 20'-0" 20'-1" 1g'-6" 19'_y" 1g'_0" .042 24 28'_2" 28'_1" 28•_2, 2T-4" 2T_10" 26'-B" 1T-7" 17'-7" 17'-7" 17'4" 17'-6" 16'-10" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 1T-3" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'4" 3 161, 18'-1" 18'-1" 18'-1" 18'-1" 18--1" 18'-1" 12-4" 12'4" 12'-4" 12'-4" 12'-4' 12'4' 16„ 1T4" 17'-4" 1T-4" 17'4" 17'4" 17'-3" S 5885 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 16�� 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9"30 .042 t3'_911 13'_9" 13._g" 13-_9-- 13'_g- 13._9" 024 .024 24" 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'9" 14'-2" W-2" 14'-2" 14'-2" 14'_2" 14'-2" 15•_7" 1.11 15'-7" 15'-7" 15'-7" 9,-8'• 9'-8" 9'-8" 9'-8' 9'-8" 9'-8" 24 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'_T' ' " 16" 15'-101, 5'-10" W-10" 15'-10" 15'-10" 15'-10" 15'-8" 15-8" 16-8" 15'-8" 15'-S" 15'-8" 22'_1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-D" OF CAO .. 40 .042 16'3" 16'-8" 16'�8" 16'3" WW- 16'-8" 16" 15W' 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" is" 21•_1" 21'_7" 21'-1" 21'-1" 21'-1" 21'-1" 24" 12'-1" 12'-1" 12'-1" 12'-1" 1—:'-I '-1" 12'-1" 20 .032 12'-10" 12'-10" 12'-10" 12'_10" 12•_10„ 12'_y" 20 .032 18'_7" 16'_1„ 18'_1" 18•_1" 18'_7" 18'-0" 06-23-16 13'-8" 13'-8" 13'-8" 13'-8" 138 2411 12'-3" 12'3" 12_3" 12'-3" 12'-3" 12'-3" 241 17'-3" 17•_3" 17'-3" 17'-3" 1T3" 1T-3" 13'4" 13'4" 13'-4" 13'-4" 13'4" 13'4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'_10" 26'-8" 26'-B" 26'-B" 26'3" 25'-8" 213.. 16" 16.. 16,. 50 .042 15'-0' 15-1) 15'-0" 15'-0' 15'-0 15'-0" 042 i8'-i" 18'-i" i8'-i" 18'-1" i8'-i" i8'-1" 25'-6" 25'G" 25-V' 25'8" 25'6" 25'-6" DURALUM 24" 10'-3" 10'3" 10'3" 10'-3" 10'3" 10'-3" 15'-6" 15'-0" 15'-6" 15'-6" 15'-6" 15'-6" .042 24 21'-10" 21'-10" 1'-10" 21'-10" 21'-10" 21'-9" IAPMO 0195 11'-2" 11'-2" 11'-2" 11'-2" 11'-2' 11'-2" 24�� " 14•-9" 14'_9" 1q•_9•, 1q'_9" 14'_9" 14'_9" 2D•_10" 20'_10" 20'_10„ 20•_70" 20,_1 D" 20'_10'• 16" 10'-T' 10'-7" 10'-T' 10'-7" 10'-7" 10'-7" 16 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" * NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT 024 11'-7" 11'-7" 11'-7" 11'-6" 11'S" 11'-2" 16'-3" 16'3" 16'-3" 16'-1" 16'-2" 15'-B" ARIAPPROVAL 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED B'-1" 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' 24" s 9'-6" 9'-0�� 9� g"_2" 9._3- 9_3- g�3" 16" 14'4" 14'4" 14'4" 14'4" 14'4" 14'4" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 14'-9" 14,-9" 14'-9" 14'-6" 14''-7' 14'-2" 16° 20'-9" 20'-9" 20'-9" 20'-6" 20'-7" 19'-10' 25 .032 25 .032 24 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 24 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 1B•_T' t 12'-1" 12'-1" 12'-1" 11'-10.. 12'-0" 11'-T' 17'-0" 17'-D" 17'-0" 16" 17'4" 1 T4" 17'4" 17'-4" 17'4" 17'4" 24'-6" 24'-6" 24'-B" 24'-6" 24'-6" 24'-6" 5 .042 1T_g" 1T-9" 17'-9" 17'-7" 17'-6" 17'-1" .042 16 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24" 13'3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 24 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-U' } s 14'-7" 14'-7" 14'-T' 14'4" 14'-6" 14'-0" 20'-6" 20'-6" 20'-6" 20,-6" 20'-6" 20'-6" FOOTNOTE: "SAMPLE' REVISONS i FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 0.042° 1YR D° dSTEL JOB 16-10T1 v .024" 6.5" .024° 6.5• GATE aBzsns v .032" .032" - .042" .042° � DRAWN BY AT CHECKED GM 3 MAX. °—� MINIMUM FASTENERS * 3"x8"RAFTER *2"x65'RAFTER *DBL.2"x6.5"RAFTERS E B ALUM.ALLOY3D00.H350R ALUM.ALLOY 3GO9Ji36 ALUM.ALLOY 300CH360R EQUAL OR-EQUAL EQUAL 3 SH - 5 A 3 c D E G H 1 04 RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C g ow 2"X 6 1/2"RAFTER 0 w DBL.2"x 6 1/2"RAFTER LLI rn `20 M12'-6" 0 MPH 120 MPH 130 MPH 'T' ¢ 110 MPH 120 MPH 130 MPH O U B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LVSL (IN.) ma EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 p' rn 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 14'-B" 14'-8" 14'-8" 14'-B" 14'-B" 14'-8" O 3" V_x 10'3" 10,_3" 10'-T 10'-T' 18" 14'-6" 14'-6" 14'-6" 14'-0" 14'-6" 14'-6" I W j 7'-6" 7'-6" 7'-6" T-6„ T-6- .024 11'-2" 11'2!` 11'-2" 11'-2" 11'-2" 11'-2" Q' Z 6" 8'-6" 8'-0" 8'-0" 8'-6" 8'-6" 24 11'_10' 11'-10' 11'-10' 11'-10' 11'-10' 11'-10" o 12'-0" 12'-6" 12'-6" 12'-6" 12'-6" 18'-7" 18'-7" 18•_7" 18'-7" 18'-7" 18'7" p U)30 .032 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 16" 18'-4" 18 4 18'4" 16'�" 18'4" 18'4" N ch 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 30 .032 24 15'-3" 15'3" 15'3" 15,-3" 1"" 15'3" ` rn 10'-8" 10'-B" 10'-8" 10'-8" 103" 10'-8" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" ° 16" 161-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 22,_7„ 72'-7" 22'-7" 22'-7" 22'-7" 22'-7" 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 16" 22,_2„ 22,_2" 22'-2" 22'-2" 22'-2" 22'-2" QppFESSII�pt�u_ .042 24" 12'-3" 12'3" 12'-3„ 12'3" 12'-3" 12'-3" •D42 24 18'-6" 18'-6" 18'6" 18,- " 18'-0" 181-6" 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 1 B'-2" 18'-2" 18'-2" 18'-2" 1 g'-2^ 18'-2" r�3 16" 81-0" 8,'O„ 8'-0" 8'-0" 81-0" 81-01. 16" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" S 5885 .024 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 12'-8" 12,-8„ 12'-B" 12'3" 12'3" 1z'-8" _ 24" 6-2 6-2" 6'-2" 6'-2" 18�3" .024 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" 7'-2" 7'-2" 7'-2" 7'-2" §6�2" 24 10'4" 10'-4" 10'-4" 10'11" 104" 10'-4"16" 10'-10" 10'-10" 10'-101, 10'-10" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 15'-4" OF CAl1F- 1-0 11-6 11,-6" 16' 40 .032 40 .032 06-23-16 24" B-3 6'-3" 8'-3" 8'-3" 12-6" 12'-0" 12'-0" 12'-0" 12'-6" 12'-6" 9'<4" 9'-4 9'-4" 9'-4" 24" 13,_2" 13'-2" 13,-2" 13'-Z" 13'-2" 13'-2" 4 161. 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13,_2" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" .042 13-9 13-9 13-9 13-9 13'-9' 13-9 042 16" i9'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" DURALUM 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 1D'-9" 24^ 16'-2" 16'-2" q14'-88" 16'-2" 16'-2" - IAPM00195 11'-3" 11'-3" 11'3" 11'-3" 11'-3" 713" 15'-10' 15-10' 15'-10' 15'-10' ° 16" 7'-3" 7'-3" 7'-3" T-3„ 7,-3" T-3" 10'-10" 10'-10" 10'-10'. 10'-101, 10-10" 8'-2" 8,_2" 8'-2" 8'-2" 8'-2" 8'-2" r24" 024 11'-4" 11-0" 17'-4" 11'-4" 11� AHJAPPRDVAL 24" 5-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" .0248'3" 8'3" B'-3" 8,-3" 8,3„ 5,_9�� 5,_g" 5,_9�, 59„ 5�9„ 6y,. 9,-4 9,-4„ 9,4- 9,A,� g,�" 76" g,_91, 91_9.. y,_g„ 91_9" g,_9. 9,_9,. 14,_8., 14'_B" 14'-B" 14,_B" 10'-3" 10'3" 10'-3" 10'3" 10'-3" 10'-3" 16" 14'-6" 14'-0" 14'-0" 14'-6" 5D .032 24" 7-0 7-0 7'-0' 7'-0" TO"-D" 7'-0" 50 .03224" 11'-3" 11'-3" 11'-3" 11'3" 11'-3" 11'-3" 6 8'-4" 8'-4" 6'-4" 8'-4" 8'-4" 8'4" ° 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'--9" 16„ 1T-9 17-9" 17'-9" IT-9" 1T-9" 17. a .042 12'-6" 12'-6" 12'-6" 12'-6" 12'-6, 12'-6" .042 17'-6" S 24" 9,_D„ 9'-0" 9'-0" 9'-0" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" s 10'-2" 10'-2" 10'-2" t0'-z" 10'-2" 10'-2" 24" 14'-3" 14'-3" 14'3" REYI31OV3 FOOTNOTE: "SAMPLE" wwi wre 06CRA0.^N FIGURE INDICATES FIGURE INDICATES ATTACHED FREESTANDING 457EL.g39 1610Ii .024' 8.5" .024" S.5" DAM36T3-13 E .02" .032' .0442" A42" DRAWN BY AT g I I CHECKED cM I-2o—I 4—zo �--MAX.— �zo—I RAFTER SPANS FOR *2'k6.5"RAFTER *DBL.2"x6.5"RAFTERS OPEN LATTICE 3 ALUM.ALLOY3004 S ALUM.ALLOY 30WH380R COMMERCIAL& PATIOS s OR EQUAL EQUAL 1 4 SH - 6 A B C D E o F G H J HEADER BEAM TYPESCD CA GUTTER �` QO C7) r I EXT.CLIP ` CV Q 0.375 z W m co SPLWHEICE RE T=12 GA. INSERT T=0.125' SPLICE OCCURS AST'A65355 WHERE ALLOY O X WHERE GRADE 50 G60 3.0" OCCURS - " SPLICE OCCURS 606}T6 _ 6.5" 2.57" MERE II 1 .032' W LL III 6.656" 7.0" ( _ 0.73" xcuRs II II 4.0" 4.6" ALUM. 0.110" ` Luj > o 0.075" I II 3.0° 0.070" fll _o_� 065" I lYP R Q Z L0 L_ .038, T'p• II II �' TT'• F--30"--I 2 2.08" I I 2.04" co 0n 'o LL --__ JJ _ __J 3" SQ.x0.032"ALUM. BEAM o.375 W/ 12 GA. STL. "U"CHANNEL 2.93° 3.0° 3 p pp" E ASTM A653 SS GRADE 50 G60 6.5" ROLLFORM p �1 GUTTER FASCIA B MAG BEAM �r� 4" I-BEAM 4.5" MAG GUTTER 7" I-BEAM RpFESSI ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY F e ! 3004-H36 6063-T6 6063-T6 6063-T6 25" ALUM.ALLOY 6063-T6O 6 } G W/(1) „C„ INSERT y FO m ALUM.ALLOY 6063-T6 S s885 T--112 R W/ (2)"C" INSERTS 7.875° Asr' H ALUM.ALLOY 6063-T6 A653 SS .042"� 6.5" GM GRADE SC!'/ 0 NOTE: OF CAO7 NSERT AS IN 0Typ. - 80l, g,p" SPANTABLIES,ITSHHALLUESINSTALLEDNTHE 06-23-16 TYP. 0.042" 0.042" FULL LENGTH OF THE 7"I-BEAM. TYP. 71P. 0.625" NOTE: DURALUM 20" 3-0MAX. 2.0"-I 2.875" BOTTOMEACH FLANGDER E M TOPSHALL BE IAPMO 0195 MAX. BOTTOM FLANGES SHALL BE CUT AT )DBL. 2"X6.5"X0.042" L I 3"X8"x0.042" BEAM EACH INTERIOR COLUMN WHERE 3 I I I I OR MORE COLUMS OCCUR.DO NOT ALUM.ALLOY 3D04-H36 I I ap^ I I M W/ 14 GA. STL. INSERT CUT FLANGES AT END COLUMNS. OR EQUAL 3.0° FFF------3'0`-----FFF��MAX, --3.0------------iii ASTM A653 GRADE 50 G60 A UAPPRDVAL ` J DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM s �J ALUM.ALLOY 3004-H36 n ALUM.ALLOY 3004-H36 �ALUM.ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE 12 AND 74 GA.STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, 1 THEY SHALL BE INSTALLED THE FULL LENGTH { OF THE 3"xB"BEAM. 1 T=120R 3 14T"ASTM COLUMN / POST TYPES A 6 GRADE SD E G60 8.0" G =3"SQ.xt=0.188" .042" � REVISIONS ` o.B2a H =3"SQ.xt=0.250" 0.032' 7a 0.042 ( =3"SQ.xt=0.313" - -PLASTIC =4"SQ.xt=0.188" a.o' Lpo" PLUGS asm JDex 1Ston s.s" {< =4"SQ.xt=0.250" J MAX. .040' ALUM. e DBL. 3"x8"x0.042" BEAM 048' STEEL XJo sws DATE 0GalIi 2 24' E DRAWN BY AT O W/ DBL. 14 GA. STL. INSERT 3,o EA. SIDE 032" 3 0" 3.o° CHECKED GM e ALUM.ALLOY 3004-H36 28 c ° OR EQUAL ALUM. - 0.075" aBEAM c 3"x8"x0.042' I I I OR TYR 4.0" DBL. e P W/ DBL. 12 GA. STL. INSERT t HEADER BEAM TYPES, ALUM.ALLOY 3004-H36 3"SQ. ALUM POST 3" SQ.ALUM. POST 3" SQ. ALUM. POST POST COLUMN/ POST TYPES ° e OR EQUAL B ALUM.-ALLOY C ALUM.ALLOY 3004-H36 2 �1 WITH SIDEPLATES MAG POST 3.0° OR a.o" NOTE:WHERE 12 AND 14 GA.STEEL INSERTS OCCUR AS HEIGHT LIMITED TO n C £ SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED �, 3"SQ. STEEL POST LJ ALUM.ALLOY 3p04-H36 L ALUM.ALLOY SQ. STEEL POST C 7 THE FULL LENGTH OF THE 3"x8"BEAM. 10'-0"MAXIMUM. �r ASTM A653 GRADE 50 CP60 OR EQUAL 6063-T6 ASTM A500 GRADE B V / A 5 L D E F G H I J N EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS o N A34 FRAMING ANGLE NOTE:WHERE COVER CONSTRUCTION INCLUDES DESIGN (E)WALL COVER 311W STEEL NOTEi BRACKET CAN HE O DETAIL A OR B,SITESPECIFIC ENGINEERING IS LOADS OPENING PROJECTION B" 0 1/4"OHDLES,TYP. LOCATED ANYWHERE ON EAVE [II Q 6) SEE TABLE REQUIRED TO VERIFY ADEQUACY OFTHE EXISTING 0 NOTE PROVIDE WATER _ O. � FASTENERS,SEE TABLE 3 STUD WALL FRAMING WHERE ONE OR MORE OF THE 10,20 psf 'e' '18 0 TYR BRACKET PROTECTION,METAL FLASHING Ij; � FOLLOWING CONDITIONS OCCUR: 3D,90850 psf >t9 >14' AT EVERYa CAUCK JOINTS AND SLOPE 0 R.F.OR EXT.HANGER B' 0 0 To DRAIN(OPTIONAL) I LL3 LL CHANNEL,2X OR 3X EXISTING EAVE ALLOWABLE PROJ.TO BEAM U RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEETABLEI WITH FASTENERS 11J4" (24" a"ORWIEWER ^ Q PERTABLES384 C) _ r- 2z WOOD STUD L (+) z ALUM. PANEL 2X OR EXIST.RAFTERS AT 1— 2XWDO STUDO RAFTER O (n p 3X ALUM.RAFTER OVERHANG 1' IN (3).Y 4z31lY W. N c'3 EXIST.FASCIA BOARD pj 2X FULL DEPTH 315 ` It ALLOWABLE PROJ. EXISTING NG WOOD SCAB, L TO BEAM OVERHANG I" MIN. WHERE OCCURS, SEE TABLE1 (24•MAX) T— NOTFi PLACE 'BET FLEX' OR SIMILAR NOTE BRACKET MAY BE BEE TABLE2 MATERIAL BETWEEN BRACKET ANDVIDE MOUNTED BELOW RAFTER COIF. SHINGLE ROOFING TO PROVIDE yM SAME CONNECTION'S. �QFESBIDy1� EAVE CONNECTION SEAL gyp\WALL CONNECTION K L EXISTING ROOF OVERHANG ➢ESIGN LOADS " NOTE WALL LEDGER IS NOMINAL LUMBER SIZE2•XG-(AT2-XW `. ALTERNATE EAVE CONNECTION RILL - 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 25, MINIMUM RAFTERS),NOMINAL 2•XB'(AT 3W MINIMUM RAFTERS) NOTE:THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS y fi sF 2.�EXISTING ORAFTER ALLOWABLE BENDING STRESS IS OR KILN-DRY WOOD-FILLED 2'XSVDR3"XB"ALUMINUMSECTIONS. WITH A10psF MAXIMUM DESIGN LOAD. t S5885 teas 31. TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 64NCH MIN.THICKNESS EXISTING MAXIMUM PROJECTION DF CAL(F� FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16 LLISL OVERHANG 110,B 110,C 120, B 120.0 130,B 13D,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL 3f' 0 SIMPSON STRONG-BOLT 2 4 2"x 4"FULL 26'-0" 2W-O" 26'-D" 25'-2" 25'.A" 20W" 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 10 SS AT 48' O.C. (D,b) 2"X 6"NOTCHED 26'-0" 26'-O" 26'-0" 25'-7" 25'-4" 21'-2" o WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED LMND SPEED 2"X6"FULL OR m (EXP.B&C) (EXP.B&C) (IXP.B&C) (EXP.B&C) (IXP.B&C) (EXP.B&C) 'ZD S AT BPSO C,SC STRONG-BOLT G-BOLT 2 DURALUM 10 2"x8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2W-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 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) 2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 25 S AT 8' O C STRONG-BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) AHJAPPROVAL 2"x 4"FULL 26'-0" 26'-D" 26'-0" 25'-2" 25'-4" 20'-7" 7, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2"x6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2V-0" 30 SS 0" 36 OC.SCIRb)G-BOLT 2 s 20 2"x6"FULL OR 26-0„ 26.0„ 26.0" 26'-0„ 26.0„ 26'-0„ 8 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2'x8' NOTCHED 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) X' 0 SIMPS13N STRONG-BOLT 2 2'k8"FULL CH 26'-0" 26'-O" 26'-0" 2V-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (13) (B) (B) (B) (B) (B) (B) (B) 40 ss AT 36• D.c, cG,m 2'k10"NOTCHED 2"X 4"FULL 26'-0" 26'-0" 26-0" 25'_2" 264' 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) y4. 0 SIMPSON STRONG-BOLT 2 2"x 6"NOTCHED 26'-0" 26'-0" 26'-Q" 26,_0„ 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 SS AT 24' O.C. (a,b) 25 2"xW FULL OR 26'-0 26-0 -0" ' " 26' " 26'-0 -0 26 " " 26' " '-Q TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER a 2 x8' NOTCHED AND ROOF PANEL RAIL TO FASCIA 2'k8"FULL OR FOOTNOTES TO TABLES 3&4: s 2'k1O"NOTCHED 26-0" 26'-0" 261-(" 26--0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING >, 2"x4"FULL 16'-O" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" (C) - (2) Y4' DIAMETER LAG SCEWS G, EMBED ANCHOR 3' MINIMUM REVIBIONB INS❑ CONCRETE WALL AND 2"x 6"NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - (D) - %' DIAMETER LAG SCREW wia a¢ usc�wx INSTALL IN ACCORDANCE (E) - 44 DIAMETER LAG SCREW ) 30 2'ks FULL OR WITH ESR-3037 a 2"x8 NOTCHED 26'-0" 26'-0" 2W-0" 26'-0" 26'-0" 26'-0" } 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. b, USE 3 SQ,x�/4 STAINLESS 2'k8"FULL OR � STEEL WASHER WHEN 2"X1D"NOTCHED 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" 26'4" FF WINDSPEED WINDSPEED WINDSPEED WINDSPEED WINDSPEED WIND SPEED INSTALLING NEW WOOD 2"x 4"FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" = (IXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) 451EL JOB% +s+or, LEDGER AGAINST EXISTING e 110 120 130 110 120 130 110 120 130 110 120 J(D) (D) 120 130 110 120 130 ? 2' x 6"NOTCHED 15'-0" 15'-6" 15'-6" 15'-G" 15'-6" 15'-&' CONCRETE WALL. 40 2"x6"FULL OR 19'6" 19'-6" 19'6" 19'6" 19'6" 19'6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) c WHERE ROOF PANEL RAIL DATE osz3+fi } 2"x8"NOTCHED 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) OCCURS, USE W DIAMETER OMWN BY AT 2'x(1 FULLCH 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (Dj (D) (D) (D) (D) (D) (D) LAG SCREW IN LIEU OF C2) CHECKED Gn1 2'k1D"NOTCHED X4 DIAMETER LAG SCREWS, 2"x4"FULL V-11" W-11" V-11" B'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E)2"x 6"NOTCHED 12'-1" 12'-1" 12'-1" 1271" 12F1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) EXISTING EAVE502"x6"FULL OR15'-3" 1 V-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) CONNECTION DETAILS2"x8 NOTCHED 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E)2'k8"FULL OR 20'-9" 20'-9" 20,5" 20'-9" 20-9 20-9 ,2'k70"NOTCHED 12 (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (1 e 8 s A 6 C D E F G H I J HANGER CHANNELS AND MOUNTING BRACKETS o IN FASTENERS, T=,0G0• TYP, oco u'i ' -}— 2.740" SEE TABLE 3,SHEET4 I+t N N o W M M (— Q FASTENERS, I� 1.50" SEE TABLE 3 SHEET B 300" .078 U) U � ALUM.3004-H36 .0614 2sTt .63 " T=.060" ca o .OS' FASTENERS 3• 0 O a .D70"x90' .202" FASTENERS, SEE TABLE3SHEETBLU f=0.04" _ (2) DIA. SEE SHEET 4 6" ' W LL N c��i .563" .281" _ .200• . 05" a Q ZZ LLo Q CONTINUOUSA-RAIL 3' CD 2 f6 FASTENERS ROOF PANEL (WHERE OCCURS) o O U) °' of SHEET B _ n ' N c! SEE TABLE 3 ,06 " CD FASTENERS, I ALUMALLOY FASTENERS, 3 ` rn 1 T5° SEE SHEET a 6063-T6 1.880" SEE TABLE 3,SHEET 4 ALUMALLOY 6063-T6 ALUM-ALLOYALUM.ALLOY 6063-TG 6063-T6 LESS/qy1 OROLL FORMED HANGER O EXTRUDED HANGER/CONNECTION OC I.R. HANGER "H" BRACKET y z 5 NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf S 5885 MAXIMUM.SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3)Y"O LAG SCREWS 10#LL=(2)#14 SMS EA SIDE 11/2 p1l4"0x3-1lZ'LAG 0#,25#,30#LL.(3)#14 SMS EA SIDE OF CALNF #14 SDS, 40#,50#LL.(4)#14 SMS EA SIDE ,)OCCUR TO 3 PER SIDE I OCCUR DIRECTLY OVER 518"0 PLASTIC POST.NOT PERMITTED PLUG WHERE 06-23-16 JVZX (E)STUCCO @ 6 SCREWS @&POST UNITS SCREW IS INSIDE 3/4"OR 1 1/2" PERSIDE4 . #14 SMS MAY 2"x61/2"OR 5 - -- BE USE AS MIN. 3"x 6"ALUM. 3.5" 35' ALTERNATE TO DURALUM RAFTER 3.5" 3.5" 114"0 BOLTS IAPMO 0195 F 3/4"OR 1 1/2" 8"BEAM � 3'x6"ALUM. ---- 5" .5„HEADER -BRDACKEI OR a 1 A4JAPPROVAL WOOD STUD FRAMING SEE NOTES 3"X8"ALUM. O BELOW I I 6 1/2"SIDEPLATE EA. AG SCREWS LL=10 f IRAFTER x -1/2 AG SCREWS LL=20,2 and 30 psf #14 SMS EA.SIDE SIDE SEE POST SCHED. PENETRATION BRACKET 2 EACH 5/8"0x 3.1/2"LAG SCREWS LL=40 and 50 psf TOP,MID HEIGHT NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2-MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ.POST BETWEEN SIDE PLATES THREADED PORTION OF SHANK COMPLETE NOTE USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEE TABLE SHEET B. SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 _ HEADER BRACKET 02 RAFTER TO STUD WALL CONNECTION U3 BEAM TO POST CONNECTION 8 4 6 6 1 i/2'OR 2'1ATTICE 98 S.M.S. RRVIsroHs ALTERNATE 1/2" 98 S.M.S.EACH SIDE wHa wn "�p1 j BOLTCONNECTIO DOUBLE RAFTER- EXISTING ALUMINUM MEMBER WITH PLAN 2 LATTICE 1 12"OR 2" SHEATHING WOOD FILL OR DBL. 3'x8'x0.042 BEAM ALTERNATE: NOMINAL LEDGER DR DBL, 2'x6.5'x0.032'/0.042' - 4414 S.M.S.EACH (NEW OR EXISTING) BEAM RAFfERTOCOL Fa SEE NOTE,DETAIL B, CONNECT.(6-TOT.) "3 ` SHEETS I° 2"X65'OR WxB"RAFTER 'u5 ALTERNATE:112'BOLT tlJ I° c 45TELJOB4 1�Ion r 45.0 6• ALTERNATE I. i;, FASTNERS,SEE TABLE 3, DATE 061316 ` 5/8' 0 ACCESS L TO COLUMN CONNECTION m SHEETB HOLES DRAWN BY AT INSTALL 6 — #14 croucxe0 cm 3°z3"STLPOST(24') ° ALTERNATE: (4-TOTAL) X �'4 INSERT ATTACHED OR E 3'k 3"STLPOST COLUMN (2}2z6.5.EA ALTERNATE 3' SO. POST LONG SDS 8 EACH 6 FOR FREESTANDING (2}3'kB"HEADER (2)-2X6.5"OR 2-3-W-HEADER r EXISTING HEADER TD O 1•STUCCO OR EQUAL COLUMN HANGER CHANNELS AND (2}7/2"BOLT ALTERNATE C O FASTENERS 2'k s.5•SIDEPLATE 3"x3'kD.024" (1)-12"BOLT OR 2.5"PENE INTO EACH WOOD STUD PER MOUNTING BRACKETS B CONNECTOR (2)-#14 S.M.S.EACH RAFTER CONNECTION) i DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST. STUCCO/LEDGER © DOUBLE HEADER TO S H _ 9 ATTACHMENT f1FTAll rnl llnnnl nG-rrnu LrJ Jn � A B C D E F G H I J N COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS N N o LLI rn oD C U Cr) oco 0 uLU > — < Lo TABLE 1 TABLE 2 � - ATTACHED ONLY ATTACHED AND c) � o 'T'BRACKET�3'SQ,POST STEEL POST ONLY: co r BRACKET 3-SQ.AL SIDE OF POST t FOOTING &ANCHOR BOLTS FREESTANDING 1 USE POST TYPE N m Wt 4)- M.B.THROUGHPOST ALUM."T"BRACKETOSEWITH ALTERNATE FTG. I I F,G.H,I,JDRK POST POST POST TYPE B,C,D,OR E. SINGLEPOSTS CUBESIZE SO.IB'DEEP •CUBEFTG. I FOOTING SIZE EMBED. I I I STEEL."P BRACKET OR 9•SQ. BOLTS 18" 18"so. 12' 112 DEPTH OF i E55/ BASE PLATE USE WITH 17--R-CUBED(1) (2}WWO v/W 20" 21.50. 12" FOOTING OR POST TYPE B,C,DAF,G,H,J OR K. (2h9/8"0 STRONG-BOLT 2 SS SEE TABLE 1 12'MIN.EMBD. I I EA BRACKET TO SLAB. 23'324•CU9E0(1) (2}120 31/4' �" 25'SQ. i6' 3 912"MINIMUM DISTANCE TO = I 11•:,; 24' 28'SQ. 20' •;': I Imm W h EDGE OF SLAB. 2s-BW CUBED P) (4)11z0 atra• 26' 32'SQ. 23' rl �•, Q S5885 33•MINIMUM DISTANCE FROM .� 28" 35'SQ. 25' SLAB CRACK TO COLUMN. t1J ~ . d 31--34'WSW l2) (4}L39 4' W Z (1T/4•MIN.EMBEDMENT) 30' 39'SQ. 2B' to Qa.a "•.: .1:" W D G 35'-3W CUBED(2) (4)9410 4314' 32' 43'SQ. 3D' (1)12"OM.B. :'•:ob:'..' a SLAB SHALL BE IN c POURED CONCRETE 34' 47"SQ. 32' x9'LONG,1' .. ::.;'• Q OF CAt FOOTING SEETABLES 4W-42•CUBED(2) (4}ve'0 43I4• 36• 51'SQ 34' FROM END GOOD CONDITION OF POST ,•:�;-'��-•' - FORSIZE NOTE BDUSSHALLBESIMPSONSIRONG- OT2BE 3W 55-SO. 37" POURED Z 06-23-16 312" MIN. SEE FOOTING DCC{S ESR-3037) SQUARE,SEE FTG. IN BEAM SPAN TABLE Q 4P 60'SO. 39' CONCRETE SCHEDULE IN BEAM 4 1)ALTERN EDHERSTEELT BRACKET OR 42" 64"SQ 41, FOOTING SPAN TABLES ALTERNATE iREESTANDINO 845E PLATE EXISTINGSLAB POSTS TO CONC. FOOTING 2)REQUIRES USE OF.ALTERMTE FREESTANDINO 44• 69'SQ. 43• SQUARE FOOT EMBED. D() L(f M 7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY BASEPIATE •cDBEFDmwDw31¢BIAa O INTO FOOTING IAPMO 0195 AW APPROVAL (3)-3/4"0 BOLTS FOR POST TYPE F,G,H.I,J&K B1 3"OR 4"SQ. 4545" ASTM" INSERT 16" x0.188" ES ASTM A500 GRA 3 STEEL 3 T.O.C. a (4)-SS316 3/4"0 STRONG-BOLT 2 SS s STEEL PER]CC-ES 7(4 3/4 EMBEDMENT DEPTH) ALUM.ALLOY 3.00 2 " Rt nslDNs 6063-T6 2.40" -Ik- 1.375" q 7116"0 HOLE INSERT TO FOR 3/8"MB .56" 2 FLANGES BASE PLATE 3116" i O 21/8"APART O •75" ASTM A500 GRADE B POST INSTALL 1X'x 1Y2"x Y4"HDG 1.125" 2.5�� I 461D.JDfix tB1Wi WASHER PLATE qT ANCHDRS €€€1 p .75" .75" BASE FLARES INSERT 1.60" .157 TYP TO 3"WIDE EA DATE B62 16 SIDE OF FLANGES 9"SQ.X 5/8"THK 1.5 USE FOR 3"OR4" 1.75" FOR 3"POST, THK BASE PLATE mwNBY AT 090"TYP. I � (ASTM A500 GRADE B STEEL) INSTALL 1Y2"x tY2"x Y4"HDG STEEL POSTS 5.50" 4"WIDE FOR 4"POST 1 Ye° 6Y2" 1 Y(' CHECi4_D GM WASHER PLATE ATANCHORS rk 1-7/1 TO HOLE FOR 130MPH 2-5/16"0 HOLES &2-3/8"HOLES COLUMN/POST SURFACE 1 NOTE CONCRETE SLAB ANCHORS SHALL BE TYP.EA SIDE WELDED STEEL BASE PLATE 1 D MOUNT AND FOOTING t NOTE CONCRETE ANCHORS ARE SHOWN IN TABLE 1. 3/B°DIAMETER SIMPSON STRONG-BOLT 2 SS (ICC-ESESR-303 EMBEDMENT DETAILS e ALTERNATE FREESTANDING i ALUM "T" BRACKET O STEEL "T" BRACKET OD BASE PLATE ANCHOR ^H _ 10 A S G O E F G H J LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS a o - r Iq N (D LO BEAM SPLICE TO W rn co OCCUR DIRECTLY OVER 518"0 PLASTIC ( I- Q POST.NOT PERMITTED PLUG WHERE =) U @6SCREWS @ 2-POST UNITSSCREW IS INSIDE lu co O PER SIDE 5 I T' #14 SMS MAY 1 W LL 4 BE USE AS 3.5" 3.5" ALTERNATE TO (Wj z o 3.5" 3.5" V4"0 BOLTS - Q C7 < Ld 8"BEAM In C) N .5" N M <� 2X6.5"X0.032" SIDE PLATES OR �z ` w 5p 110 MPH 120 MPH 130 MPH SEENOTES BELOW I I 6112"SIDEPLATE EA. EXP, B EXP. EXP. B EXP. EXP, B EXP, C SIDE SEE POST SCHED. S 2 2 2 3 3 3 #14 SMS EA.SIDE 6' 2 3 3 3 3 4 TOP,MID HEIGHT FT"" 1�9 AND BOTTOM. 3'SQ.POST BETWEEN SIDE PLATES T 2 3 3 4 3 4 POST SCHEDULE ' 8' 3 3 3 4 4 5 3' SQ.x.032"+(2)-2"x 6 1/2"x 0.032" 3"SQ.x.032"+(2)-2"x 6 1/2"x D.042" S 5885 1❑ W/(6)-#14 S.M.S.EACH SIDE. ❑2 Wl(8)-#14 S.M.S.EACH SIDE. 9' 3 4 4 4 4 5 USE ON CONC.SLAB ONLY USE ON CONC.SLAB OR FOOTING. 10, 3 4 4 5 5 6 BEAM TO POST CONNECTION 21 11' 4 4 4 5 5 6 OF CAO1 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 2'IX6.5"X0.04211 SIDE PLATES (E) STRUCTURE DURALUM 110 MPH 120 MPH 1 130 MPH EXP, BI EXP. Cl EXP. B EXP. 0 EXP. BI EXP. C 1 C DLUJ IN 1 3"x 'x0. 2" /(2)2"x6 5"x0 42" 31DE PLA TES. IAPMO 0195 5' 2 2 2 2 1 2 3 - SEE AN 6' 2 2 2 3 3 3 ROLL-FORMED OR C XU N 2 PEF SP N TABLE 3 AHIAPPROVAL INSULATED ROOF PANEL 7' 2 3 3 3 3 4 I TERLOCKING SEAMS, TYP, pQ. & 8' 2 3 3 4 3 4 P �� E Cp PRQIEC ON, P 9' 3 3 3 4 4 5 @ s 10' 3 4 4 4 4 5 c�LFpRNF GNN 1 p OJ 11' 3 4 4 5 5 6 ra y1y�F 3 12' 3 4 4 5 5 5 13' 4 5 4 6 5 7 i 3 NOTE:1.MINIMUM NUMBER REQUIRED ET 7 O ROOSTS ROOF PANEL ATIACHMENf AS SHOWN ON SHEET 7.SEE SHEET7FOR POST TYPES. LENGTH, REVISIONS L e ROOF PLAN g FASTENERS, #14 SMS 2 32' O.C. *FAST.a4ERS, EET 4 4 MIN. PER EACH JOINT WALLROLL-FARMED #14 SMS E 32' O.C. MAX, 45TEL JOB i 1S1on HANGEROR IRP (4 MDJ. PER PANEL INTERLOCK) q DATE M6 16 g WA 3 DRAW BY AT OLL-FORMED CHEO�D GM i PANEL TOPU NU o INS P LATERAL FORCE RESISTING SYSTEM I SEE SHEET 4 MIN. NUMBER OF B O ROOF HANGER �RNTL RLOCK KING SEAM INSULATEDED PANEL INTR OCK NG JO PANEL L REQ. COLUMNS ` 3 SH - 11 A B C D E F G H I J BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 74 SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 o rn cj co �7 I SIMPLE SPLICE FULL MOMENT � W " ff'O) 3' 9 1 3' S 2 OPDONAL DECORATIVE FASCIA B (WOOD,ALUM.OR HARDBORD) (� ? V 1"1' .1 1.1 { O (2)#10 S.M.S.@ EA (� "I" VALLEY.TYP. (12)-R14z12'S.MS.EACH SIDE OF3' O O Q V1O 5.M.5. II #125.M.5. SO.POST(&TOTAL) W (B TOT. TYP. THICKNESS=.035 (24 TO II _ ALTERNATE 1l4•B BOLTW/WASHER d' B.36' 7YP. THICKNESS=.035" --- /EA SIDE OF 3•SO.POST IJ,f O II II O z / ¢ Q �ALUM.ALLOY 3004-H36 OOALUM.ALLOY 3004-H36 lu toOR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED ---NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR �IN ALTERNATE INTERIOR BAYSAT ANY LOCATION EXCEPT AT ENO BAYS 3•sD.PDsr SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCHI-BEAMFLEAR 1-BEAM ALUM ALLOY ABNEEOEOTOCLFARNOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 12•SIMPLE CSPLICE(ONE SIDE OF WES)MAY BE USED. (6051-TSALTERNATE I SO.POST,CONNECT WEBSTL GBEAM TO POST WJ(2)-6/B•0TOTAL=(B}7/2'0 BOLTS THRLLSOLTS @ 4"1-BEAM,SO.POST AND(3)-S6'O THRU BOLTS OSTr((&TOTALI�CH SIDE OF 3•3 1.DO QT[-BEAMS NATE AT.BOLTW/WASHERDE OF W SO.POST S5885 SPUCEMERE 4,r 2.00' O.PoSTy MAG BEAM OCCURS 3•BD.STL BEAM 070" OF CAL1F� -070"1 0 D H - BRACKET TO POST 14 RAFTER "TAIL"TO GUTTER 15 �606346 OY 3" B" NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf 06-23-16 AL x x.042"BEAM, ROOF LIVE AND SNOW LOADS 063T6 6�, 1r, W SQ.STEEL OR MAG BEAM. 4"I-SEAfJI T C-SC-S "L" FASTENERS DURALUM M'MOMEPLICE 1'-0" 4-#145D5 NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAYBE USED. IAPMO 0195 FASTENER TO FASCIA-SEE TABLE 3'-0" 12-#145DS FASTENER TO RAFTER TAILS-SEE TABLE AHJ APPROVAL 1 5. FASTENER SPACING=3/4" OPTIONAL LATTICE TUBES O O O #14x1/2"S.M.S.TOP ATOVERHANG 5 (6)#14 SIDS @ EA.SIDE &BOTT.(2}TOT. SPUCEWHERE TOP&BOTT.TOT.=24 occu"s 4, ' 0 11" 00 _ 'fYP rL FASTENER ROOFPANEL 61/2' — -- —Ll no GROUP F O O ROWORMED OR 00 EXTRUDEOGUTTER S ALUM.BRACKETX 3"X3"ALUM.OR #14S.M.S.@F2ASO.C. ALUM.AULOY i6' 1" STEELPOST € 6 6063.T6 3-0rr 6112"xrx.024 2" 1• "L"SEE TABLE 1, 7" I-BEAM RAFTERMOMENTCSPLICE z RMSONS 1 Y2" SQ. OR 2" LATTICE TUBE P1 2"x311 LATTICE TUBE LATTICE TUBE TO RAFTER 16 "Ll" BRACKET - RAFTER TO BEAM 17 3.12V'FOR 3 x RAFTER - 2.125"FOR 2 x RAFTER ALUM.ALLOY 3105-H25 1 112"SO.,2"SO., ALUM.ALLOY 3105-H25 OR2•X3'LATTICE t=.U4U"@6063-T6 4SIELJOBV Iz16T1 T 96x2"SMS,2112" 03'D.C.MIN. 11/2" 1.501, 1.50" OR 3112r7,TYP. UP TO 6'O.C.MAX. DATE o6 16 28" I 2„ I 2rl 28" 311 2„ — — — —— — DRAM BY AT (6) BRACKETETO RAFTER MEMED GM ; /2' MIN. RAFTER O O BEAM TO POST& 3 ��` — o LATTICE TUBE TO 9 8 RAFTER CONNECTION DETAILS (6)-414x YQ'TEKSCREWS 2.750 i BRACKET TO BEAM SH — 12 s A B c v O � N HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS r o N W M m F= � U -cT, t U) O �G o TRIBUTARY WIDTH TABLE PROJECTION ,- W > CLEAR SPAN�I I` CLEAR SPAN (FT.) F o O Q.H. 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 O 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 N 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY= h \ d- 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 1/2 SPAN+O.H. m 3' - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NPESSl- - 9 9 10 10 11 11 12 12 NP NP NP NP NP- - 11 11 12 12 NP NP NP NP NP NP NP RIBUTARY ON MULTIPLE SPAN815 ,770 CENTER SPAN TO CENTER SPAN C7 5 5885 NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED OF CAO1 06-23-16 DURALUM IAPMO 0195 PHI APPROVAL B 1 FAN BEAM s i 6 1 FAN BEAM(19'-0"MAX SPAN) REVISIONS 2" FAN BEAM FAN BEAM xwu mn �scxwwx J HEADER z[OR NG FAN AND/ T=.075' 21/2" 21/2 21/2' GHT FIXTURE TYP. i`AX.301bs.) asTB.Joe: W ' #14 x 3 1/2"S.D.S.SCREW �#12 S.D.S.SCREW DATE MF % � FAN BEAM AT BEAM AT HANGER CHANNEL DRAWN BY AT ALUM.ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL UKE D GM E t HOW TO DETERMINE '. TRIBUTARY WIDTH & B FAN BEAM DETAILS 3 SH - 13 A 8 C D E F G H I J j p BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED&FREESTANDING SOLID COVERS CD m d- 10 PSF LIVE LOAD- 11 D,120,130 MPH-EXP. B&C K rn o co U-S W 1.52 �1 6.5"ROLLFORM E U V U1 _ 63 X ATTACHED SOLID FREESTAND/NG SOL/D ',1 W_ Ial_ SPUCE -T-- MAX-COL. rr rr Lu svucE .ERE I 2 SPACING o MAX.POST FTG. MIN. MAX.POST FIG. MIN. �o C.) p occurs m- SPACING IN.) POST SPACING (IN.) POST m Ln 6.5" 2.57' wrERE �I f =t2 GA ON SLAB 6:� SPAN ( TYPE -�' Z 2 0.73" �qE I I occuRs 4.6" Ab535s ^c� (2)•l3j ~ 11(9" ) 1(B) 11(9AN) Z6) TYPE r �- ` 50 G60 30" Crr I II0.070" 4.0 0.065" 0UM ~ 13,_7„ 5' ,, 9„ 20 B 11,_4„ 28 G- 5' o OJ o 0.075" II 3'0„ TYP. ALUM. rN � c7 .038' 218" TYP. I 2.04' I NP' 10'-9" 18 10'-9" 26 I I [- 11,-4" 6, 1D,_9„ 27 B 10'-0" 27 G 6 ` m L________J I-�3.0"--I 1 9,_8„ �, 10'0" 19 B 26 G T, 1 D'-0' 21 9'-8' 27 2.93" 3.0° 3.0' .00" 9'4" 19 9'4" 26 6.5"ROLLFORM 3"12 GA 032"ALUM. BEAM J 8'-6" 8' g,-4„ 22 B 9'-1" 26 G 8' Q�yOFE591gy4� �r,1 MAG BEAM �,-1 4"I-BEAM � 4.5"MAG GUTTER W/12 GA. STL. "U"CHANNEL E V1 7,_�, g $'-1D" zD B B'-1D" z7 G g' 'A` ALUM.ALLOY � ALUM.ALLOY 1'' ALUM.ALLOY � ALUM.ALLOY ASTM A653 SS $'-10" 22 8'-7" 26 6063�T6 r605D-T6 6D63-T6 6063-TS GRADE 50 G60 LL 3 2 U) s'-9" 10' a'-s" 2D B $'-s" z7 G 10, o S 5885 0- 8'-6" 23 8'-t" 27 6'-2" 11' $'_," 21 C 8'-1" 27 G - 0.3 svucE Tm.rzr O 8'-1" 23 T-9" 28 NHERE KUK 7'-8" -8" 28 5'-8" 12' C G 12' occuas ss�ssn 7'-6" 24 7'S" 28 6.65fi" 7A" 6A• 06-23-�6 0.1 .042° 6'S` .032" 6.5" 0.042' L3745' IYP. TYP, 71P, ¢z ATTACHED SOLID FREESTAND/NG SOL/D ¢ 4 . $PACING D8MAX.POSTFTG. MIN. MAX.POST FIG. MIN. j8OH)S(LA6 �� SPPAN)G ((N,) TYPE S(SPM) ((N)) 1`.'.oEPORT �'SIII II I I DURALUM FI �-I-z.O°-I F-2o"�MAX.T2.0"- I---3o'�-I C 13�_7�� 5� 1 r-9 ' " '21 B 11'-0' 10" 2z9 G 5' IAPMO 0195 N 10'-9" 19 10'-9" 27 �DBL.2"x6.5"x0.042" DBL.2"x6.5"x0.032" 3"x8"x0.042"BEAM � 11'-4" 6' B G 6'^� 7" -BEAM I ��1 �i1 10'-7" 22 10'-0" 28 r r ` ALUM.ALLOY 30D4H36 ALUM.ALLOY 3060.H36 n ALUM.ALLOY 3004H36 10'-0" 20 t0'-D" Z7 ALUM.ALLOY AM APPROVAL 6063T6 OR EQUAL OR EQUAL OR EQUAL 1 9'-$" 7' 22 B 9'3" 28 G 7' 5 W/(1)"C"INSERT 9'-q" 20 26 ALUM.ALLOY 8' g,_2„ 23 B 8'-8" 27 G 8' 606 A L W/(2)„C"INSERTS 7,_7,- g, B'-108'-8" 223 B $ 108'-2" 228 G 9 ALUM.ALLOY T=rz oR sasais ,_,zoR 'Asp 8'-6" 21 8'-6" 27 u LG4 ASS3sS 6,_g„ 1D, B G 8'-3" 24 7'-9" 28 W'HERE'CSPLICE OCCURSAS SHOWN IN 8.0" 7175NOTE: " AAS53 Ss GGSRAOE so 80° 6'-2" 11' $-, 21 B 8-1 ift SPAN TABLES,IT SHALL BE INSTALLED THE 0.042" GRADE so Q 7'-10' 24 7'$"FULL LENGTH OF THE T'I-BEAM. �S .042"iYP. TYP. 5,_B„ 12' 7,_8„ 22C12' T-7" 25 T-2" E 625' I REVISIONS �_4.0'�_ 4.0"��_ ATTACHED SOLID FREESTANDING SOLID �' 3.0• 3.0" 2.875' 3A" 3MAX. .0" = MAX.COL. a� mQ� nwix wtE oEscwPwx DBL.3"x8"x0.042"BEAM 3"x8"x0.042"BEAM DBL.3"X8"x0.042"BEAM oN slOL ' MAx'Posr �G. POIST SPACINGPOSTMGMIPNS POST m SPACING IN.�1nnW/14 GA.STL. INSERT �;. W/DBL. 14 GA. STL INSERT (sPAN) (t) TYPE (SPAN) ALUM.ALLOY 3o04-H36 Ivl ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 11'-9" -2-0 17'-7" 29 OR EQUALC:) 1 T-7" 5' t t'-2" 22 10'-6" 30 5 3"x8"x0.042"BEAM M a FOOTNOTE: "SAMPLE" DBL..,1,2 x0.042"BEAM 10'-9" 20 t0'-7" 28 451EL Job: t6tDTt W/12 GA. STL. INSERT r 11'-4" 6' B G 6' � 1 �1 �1 W/DBL. 12 GA.STL. INSERT 10'-2" 23 9'-7" 30 FIGURE INDICATES IY ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 I 10'-0" 21 9'-9.. 28 PATE ObZltfi EXPOSURE B 9'-8" 7' B G 7' NOTE:WHERE 12 AND 14 GA STEEL INSERTS 9'-6" 23 8'-10' 29 DRAM BY AT FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES, NOTE:WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS 9'-4" Z7 9'-2" 27 EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED B-6 6' 8'-10" 24 B 8'-3" 29 G 8 ' WHERE ONLY ONE • CHECKED GM i RE SHOWN INDICATES EXP.B&C. OF THE T 8"BEAM. THE FULL LENGTH OF THE WXW BEAM. '_,O" $22 8. .1" 27 FOOTNOTES TO ALL SPAN TABLES: LL 7-7 9 $ 8'-4" 24 B T-10' 29 G 9' BEAM TYPES FOR a 1.FOOTING SHOWN REPRESENTS LENGTH OF 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3.THE SLAB SHALL BE A MINIMUM 10'-T WIDE BY THE U) 6'-9" 1 O' 8 6 22 $ 3 28 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 8'-0" 25 B 7'-6" 30 G 1 O' WHERE SLAB OCCURS,CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25&30 psf. 6'-T' 11' 8'-1" 23 B 7'-10" 29 G 11' FREESTANDING a 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 O 7'-7" 25 C 7'-2" 31 SOLID COVERS j OCCUR AT 10&20 psf INSTALLATIONS,SEE TABLE 1,SHEET 47 FOR 9 1/4"MINIMUM. T" 7'_g" 23 7'-7" 29 MAXIMUM COLUMN SPACING ON EXISITNG SLOB. 5'-8" 12' C G 12' ,,_,,, 25 6'_9" 31 S H - 14 a 9 C G E F G H I J IA O ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C G N NIAG BEAM 4"I-BEAM 3"SQ.ALUM,W/12 GA. T'I-BEAM ~ Q � E STL."U' CHANNEL r O rn O X MAX.COL ATTACHED SOLD FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDINGSOUD � ' d j L¢L SPACING So MAXPOST FTG, MIN. MAXPOST FIG. MIN. MA%•POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.PDST FTG. MIN. MAXPOST FTG, MIN. MAXPOST FTG. MIN. MAXPDST FTG. MIN. MAX.POST FTG. MIN. �oLu a ON SLAB m� 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 U O C (2),(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) 1 TYPE SPAN ( ) ( ) ( ) ( ) � Z LL'J G O (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE � Q O r- z O 13,_7„ 5, 10'4'04" 119 B g'-6'9'-2" 226 G 13'-13 7" 121 B 1 12 1" 228 G 13'-1'3 3" 121 B 12,_1 V, 9" 226 G 13'-4"2'-3" 120 B 12-1 10 228 G 23' 23'-0" 225 E z1-iD._e�, 333 G 5� �_ O 1 B 8'-10" 24 12'-9" 19 11'-6" 26 12'-2" 19 11'6" 26 12'-7" 19 11'-6" 26 22'-0" 23 20'-0" 30 ' N 9'-9" 20 B 8'-B" 26 G 12'-9" Z2 B 11'4" 28 G 12'-2" 21 B 11'-2" 28 G 1V-3" 21 B 11'-0" 28 G 22'-0" 26 E 19'-0" 32 G 6 1 g,-0„ 7, 9'-3'9'-3" 121 B 8 68'-3" 226 G 12'-7Z,_2„ 223 B 11 1" 26 227 G 11'-11,_3„ Z22 B 10'- CID 10'-T' 227 G 12'-D"0'-4" 221 B 11'-0"0,_T, z27 G 20'-10^10 227 E 19'-0"8'-7" 332 G 7 J 8'-6" 8' 8'10" 19 B'-2" 25 11'-8" 21 10'-7" 27 10'-7" 20 10'4" 27 ill 6" 21 C 10'-6" 27 20'-1" 25 16'-2" 31 B'-10" 21 B '-10" 25 G 11'-8" 23 C W V 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 FES61 U) 7'-7" 9' 8'-7" 19 7'-9" 26 11'-1" 21 10'-2" 28 10'-0" 20 10'-0" 27 11'-D" 21 C 10'1" 28 19'-2" 25 1T-6" 32 B'-7" 22 B T-7" 26 G 11'-1" 24 C 10'-D" 27 G 10'-0" 23 B 9'-7" 27 G 9'-2" 22 B 9'-0" 27 G 19'-2" 28 E 17'-1" 32 1 6,_9„ 10, 8-3 2 77 2 10,6" 2B 22 23 96 - 2 1042C 2 1 '- 2 610 3 8,_3 22 7 C _ 28 G G8 2 9E 6, H 10' S58854 9-7" -0 26 - - 8 _ 2 32 ' a , 8'-0" 20 T4" 27 1D'-0" 22 9'-7" 29 9'-1" 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 10'-0" 25 c 9'-3" 28 G 9'-1" 24 C - 8'-9" 28 G 8'4" 23 C' 8'-2" 28 G 17'4" 29 E 16,-0„ 33 H 11' r 5'-8" 12, T-T' 21 C T-2" 27 9'-7" 22 g'-3" 29 g'-g" 21 8'-8" 29 9'-6" 22 9'-2" 29 16'-B" 27 16'-0" 34 . 7'-7" z3 T-0" 28 G 9'-7" 25 E 9'-1" 29 G 8'-8" 24 C B'4" 28 G 8'-0" 23 C '-10" 28 G 16'-B" 30 E 15W 33 H 12' 1 OF CA0- > ATTACHED SOLD I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOCIO FREESTANDING SOLID > t = SPACING € MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MA7(.POST FTG. MIN. MA%.POST FTG. MIN. M41(.POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. ON SLAB p5 SPACING (IN.) POST SPACING (IN.) POST SPACING (:N.) POST SPACING (IN.) POST SPACING P.M.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING QN.) POST SPACING ON.) POST m C l2),(3) r (SPAN) (1) TYPE (SPAN) (i} TYPE (SPAN) (1) TYPE (SPANK (1) TYPE (SPA3J) (13 TYPE (SPAN) TYPE c c Tt G (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE f. DURALUM N13,_7„ 5, 10'''0-3" 120 B 9 69'-D" 228 G 13'-�"3,4„ 122 B 12'4 11 8" 230 G. 13'-31"3 1" 122 B 12'-11,_6„ 230 G 13' 11'2' 121 B 12'-211'-0' 2Zg G 23'23,_1„ Z27 E 21'-320,_1„ 334 G H 5 IAPMO 0195 " r 11'-4" 6' 9�-9� 19 B 6'-10" 26 G 12'-9" 2D 11'-8" 28 12'-2" 20 11'6" 28 12'-6" 20 11'-6" 28 22'-0" 24 20'-0" 32 G , 9'-B" 27 8'-6" 27 12'-8" 23 B 11'-1" 29 G 12'-D" 23 B 0'-10" 29 G 10'-3" 22 B 10'-0' 28 G 21'-9" 26 E 19'-0" 34 H 6 1 W-8„ 7' 9'-3" 19 B 8'-6" 26 12'-2" 21 11'-1" 27 11',3" 20 10'-1 " 27 11'-7" 21 11'-D" 27 20'-1 25 19'-0" 32 G aroaPPrsrnra 9'-2" 22 8'-1" 27 G 12'-0" 24 B 10'-6" 29 G 11'-1" 23 B 10'-3" 29 G 9'-6" 22 B 9'-3" 26 G 20'-8" 29 E 18'-0" 33 H 7 s J 8'-6" 8' 8'-108'-9" 223 B 8 27'-g" 227 G. 11'-0"1-6 226 C 10'-7" 27 G. 10'-7" 21 B 10'4" 27 G. 10'-1 21 B 10'-6" 27 G. 20'-1" 26 E 18'-2" 31 H 8, 10'-1" 29 10'4" 24 9'-9" 28 B'-10 23 8'-6" 27 19'-9" 29 1T-3" 33 T-7" 9' 8'-7" " 20 7'-9" 26 11'-1" 22 10'-2" 28 10'-0" 21 C 10'-0" 27 10'-3" 22 C 10'-1" 28 19'-2" 27 1T-6" 32 , B-6 23 B 7'4" 28 G 0'-10' 25 C 9'-8" 28 G 9'-9" 24 B 9'-3" 28 G 8'4" 23 B 8'-2" 28 G 18'-9" 30 E 16'-7" 33 H 9 U) 6-9 10' 8 3'B'-2" 224 B 7 77'-2" 228 G 10'-10,_W 226 C 9 109,4„ 228 G g 9'-3" 225 C 9 68'-9" 228 G g,_g„8'-0" 224 C B 9 a7'-9" 228 G 18'-17-10 231 E 6110.. 6'-1" 332 H 1D' i 6'-2" 11' 8'-0" 21 B 7'4" 27 10'-0" 23 9'-7" 29 9'-1" 22 9'-1" 26 9'-3" 22 C 9'-3" 28 17'4" 27 16'4" 33 € O T-9" 24 T-0" 29 G g'-9" 26 C 9'-1" 29 G V-10" 25 C 8'4" 29 G T-6" 24 B T-6" 29 G 1T-1" 31 E 15'-7" 33 H 11 T 5'-8" 12' 7-77,.8„ 224 C 7 26'-9" 230 G 9-79�4�, 226 E 9 3'8,_g„ 230 G 8 88'4" 225 Ci 8 B'8,_1�� 230 G 8 10"6'-1D" 23 C B e'-1� 2" 230 G" 16'-8'6'4" 232 E 16'-0'S 1" 333 H 12' , 6 { Y > Rtvlsroks ATTACHED SOLlD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID �- '= MA%.COL Z€ ¢s ,.wu u11 oxsc�wx SPACING 5o MAXPOST FTG. MIN. MAXPOST FTG. MIN MAX.POST FTG. MIN. MAX.POST FTG. MIN. MA -POST FTG. MIN. MAX-POST FTG. MIN. MAXPOST FTG. MIN. MAXPOST FIG. MIN. MAX.POST FTG. MIN. MAXPOS7 FIG. MIN. fjo ON SLAB �� SPACING (IN,) pOST 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) TYPE ) ( ) PN.) POST SPACING (IN.) POST SPACING (IN.) POST m ' G (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (tI TYPE 13'-7" 5' 10'4" 19 B V Y 28 13'-7" 21 12'-2" 3D 13'-3" 21 12'-0" 29 12'-6" 20 12'-0" 29 23'4" 25 20'-1 34 H `O 10'-0" 21 B'-a" 29 G l33 r 23 B 11'4" 31 G 12'-7" 23 B 11'-2" 31 G 10'-3" 22 B 10'-1' 36 G 22'-6" 28 E 19'-7" 36 1 5 9'-9" 20 B B'-9" 27 G 12'-9" 22 B 11'-6" 29 12'-2" 21 11'-3" 29 11'4" 21 11'-3" 29 22'-0" 26 19'-8" 34 H g t 11'-4" 6' g,_6�� 8'-2" 28 12'4" 24 10'-8" 30 G 11'-6" 24 B 10'-7" 30 G 9'4" 22 B 9'-2" 29 G 21'-2" 29 E 18'4" 35 I 6' asmeG3x 1G1o11 1 9'-3" 20 B 8'4" 27 G. 12'-Z" 22 B 10'-1 29 11'-3" 22 10'-8" 29 10'-7" 21 10'-7" 28 20'-1 27 18'-9" 33 H Gale WT},6 € 9'-B" T g'-0" 23 T-9" 28 11'-8" 25 C 10'-2" 30 G 10'-8" 24 B 1D'-0" 30 G 8'-9" 23 B 5'-7" 29 G 20'-2" 30 E 1T-6" 35 I 7 ORAWNEY AT A J 8'$" 8' 8'10" 21 6'-0" 26 11'-B" 23 10'-6" 28 10'-7" 22 10'-3" 28 IW O" 22 9'-10" 28 20'-1" 27 18'-0" 33 , 8'-7" 24 B 7'-8" 28 G 11'-1" 26 C 9'-9" 30 G 10'-0" 25 B 9'4" 29 G 8'-2" 23 B 8'-0" 28 G 19'-2" 31 E 16'-9" 34 H 8 CHEmm GM ! 7W" 9' 8'-7" 22 7'-B" 27 11'-1" 23 10'-1" 28 10'-0" 23 B g'-9" 28 9'4" 22 9'4" 28 19'-2" 28 17'-3" 32 ' 6'-3" 24 B T-2" 29 G 10'-6" 26 C 9'4" 29 G 9'4" 25 C B'-10" 29 G 7'-6" 24 B T_r 29 G 18'-1" 31 E 16'-1" 34 H 9� SOLID COVERS ATTACHED 3 6'-9" 10' B'-3" 22 T-6" 28 10'-0" 24 9'-8' 28 9'-6" 23 9'3" za e'-10" 23 B'-1o" 2s ta'3" zs 1s'-a" 3z & FREESTANDING BEAM 0- 25 B 7'-0" 30 G 9'-10" 27 C 9'-1" 3o G 8'-6" 25 C' _ B'-1" 30 G T-0" 24 B 7'-2" 30 G 1T-2" 32 E 15'-7" 34 H 10' 6'-2" 11' 8'-0" 23 B T-Y 29 10'-0" 24 C 9'4" 29 g'-p' 24 8'-10" 29 B'-0" 23 C B'-6" 29 1T4" 29 16'-2" 33 H SPANS, 10 PSF LL, e O 7'$ 25 C 6'-9" 31 G 9'-6" 27 E 8'-9" 31 G T_g�� 25 Ci 7'-4" 31 G 6'4" 24 B 6'-10' 31 G 16'4" 33 E 15'-1" 33 I 11 110-130 MPH t ' 7-7° 23 7'-1" 29 9'-7" 25 9'-2" 29 B'-a" 24 8'-6" 29 B'-2" 23 C 8'-1" 29 16'-8" 30 15'-8" 33 H °5'8' 12' T-1" 25 C 6'-7" 31 G 9,_7" 28 E 8'-6" 31 G T-1" 25 C 6'-9" 31 G 5'-9" 24 B 6'-7" 31 G 15'-9" 33 E 14'-6" 33 I 12' RH - 15 A S D 0 E F G H 1 J O N d ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C CD m N N o 7"I-BEAM 7"I-BEAM g W m c+7 WC(y 1)°C°INSERT �,',1 W/(2)"C"INSERTS /-. \DBL.2"x6.5'k �0.042" 1D8L.2"x6.5"x0.032" OR K 3"x8"x0.042"BEAM Z ? U MAJ(,COL Y= ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOL/D ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOL/O p ' w O L¢ SPACING MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POSi FTG. MIN. MAX.POST FTG. MIN. MAX FTG. MIN. MAX-POST MAX.POST FTG. MIN. MA%.POST MAX.POST FTG. MIN. �o Lll > ON SLAB m SPACING (IN.) POST SPACING (IN.) pOST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m U C7 C (2)•(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2'xe6'mDBmT FBEAM B° (1) TYPE FOROBL FOR3'XB° TYPE �� Q C 2keSa9. BEAM (1) p z O 13'-7" 5' 26'-26,_y„ 226 E 24'-0" 32 G 29'-6" 24 E 26'-1 33 H 16'-0" 20 16'-0" 29 �. 13'-2" 13'-B" 19 B 13'-2" 13'-8" 27 5, �j 23'-B" 34 H 29'-6" 27 26'-2" 35 I 16'-O" 22 B 15'-3" 30 12'-7" 2'-10" 21 12'-3" 12'-7" 29 G _ o r 25'-3" 24 23'-0" 31 G 27'-9" 25 25'-3" 32 G 14'-7" 20 14'-7" 28 12'-1" 12'-8" 19 12'-1" 12'-6" 27 ` N r� r- 11'-4" 6' S'-3" 27 E 22'-0" 33 H 27'-9" 28 E 24'-7" 34 H 14'-7" 23 B 14'-0" 29 G 11'-0" 1'-9" 21 B 11,-2" 11'-6" 28 G 6 I 91-81. 7, 24'-0"4-0„ 228 E 21'-9" 32 G 26'-0" 26 E 24'-0" 32 H 13'-0" 21 C 13'-6" 28 G. 11'-2" 11'-T' 20 B 11'-2" 11'-7" 27 G. 7, 21'-3" 33 H 26'-0" 29 23'-4" 34 73'-6" 23 13'-0" 29 10'-B" D'-10" 22 1D'-0" 10'-8" 27 --� 8'-6" 8' 23'-0" 26 20'-1 32 25'-3" 27 23'-0" 33 12'-8" 21 12'-8" 28 10'-6" 10'-1 20 10'-6" 10'-1 27 23'-0" 29 E 20'-3" 32 H 25'-3" 30 E 22'-4" 33 H 12'-B" 24 C' 12'-2" 28 G 10'-0" 10'-2" 22 B 9'-9" 10'-01, 27 G 8' �ppFESS IgygC (n 7,_7" 9, 22'_1" 27 20'-1" 33 24'-3" 27 22'-1" 34 H 12'-0" 22 12'-D" 29 9,_10" 1D'-2" 21 C 9'-10" 10'-2" 27 `� K 22'-1" 30 E 19'-7" 33 H 24'-3" 31 E 21'-7" 34 I 12'-0" 24 C 11'-0" 29 G 9'-4" 9'-8" 23 B 9'-2" 9'-0" 27 G a 6'-9" 10' 21' 21,�" 231 E 19'' 34 H 23'-6" 26 E 21-4 35 I 11'-4" 22 C 11'-0" 29 G. 9'-4" 9'-2" 21 C 9'-4" 9'-2" 28 G 10' S 5885 a 18-10 33 23'-6" 32 20'-9" 34 11'-4" 25 0'-10" 29 9'-0' 9'-2' 23 8'-9" 8'-6" 27 O 6'-2" 11, 20'-8"D$ 231 E 18'-9" 34 22'-9" 29 20'-8" 35 1"0'-1 22 10'-7 30 9'-D" 8'-4" 21 9'-0" 8'-4" 26 .- 16'-3" 34 22'-9" 32 E 20'-2" 35 I 0'-10" 25 E 10'A" 29 G B'-7" 8'-4" 23 C 8'-4" T-8" 26 G 11' T 5,�„ 12, 20'-120'-1" 232 E 18'-0" 35 I 22'-1" 29 E 20'-1" 36 J 10'-4" 23 10'4" 30 8'-7" T-8" 21 C 8'-7" T-8" 28 17'-9" 35 22,_1" 33 19'-T' 35 10'-0" 26 E 0'-0" 30 G 8'-2" 7'-8" 23 8'-0" 7'-1" 28 G 12' 06-23-16 i ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID p < SPACING ING S8 MAX.PDST FTG. MIN. MAX.POST FTG. MIN. MA CPOST FIG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAX-POST FTG. MIN. MAX.POST MAXPOST FTG. MIN. MAXPOST MAXPOST FTG. F� 0_ ON SLAB SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.1 p08T SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN) FO1S7 mm (SPAN) TYPE (i) (SPEC:) (1} TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) IYPE FURDBL. FEAAM ° TY"E FORD-eL. FBEAM0 TYPE @$' DURALUM ( (iJ (SPAN) TYPE z'k6.sxo.ul2' BEAM (1) 2 3W. BEAM (11 N13,_7., 5, 26._y,.6'-6" 228 E 24'Z'3,_1„ 336 H ) 29 29,_2„ 229 E 26'-25 4„ 336 I K 16 4'-10 222 B 16'-0'4 7 331 G. 13'-t2,_7„ 13'g1'-8" 221 B 13,_12 3 13,-8 r_6"1. 230 G 5' IAPMO 0195 r 11,�1� 6, 25'-4'-10' 229 E 23' 21'-0" 335 H 1 27 z7,-0" 230 E 25'-23'-10 336 H K 14 13,$„ 223 B 14'-134" 231 G 12'-;'i'-6" 12.60'-8.. 222 B 12-11,_2„ 12 6'0,_g„ 229 G 6 7' 24'-D" 26 E 21'-9" 33 H 26'-4" 27 24'-0" 34 H IT-6" 2 13'-6" 29 11'-2" 11'-T' 21 11'-2" 11'-7" 28 w+Jrcaeovn� 23'-8" 30 20'-B" 34 1 26LI 31 E 22'-9" 35 I 12'-6" 23 C 12'-4" 30 G 10'-8" 0,-p" 23 B 10'-4" 9'-8" 28 G 7' 23'-0" 27 20-1 " 32 25'-3" 28 23'-0" 33 H 12'-B" 21 12'-8" 28 10'-6" 10'-1 21 10'-6" 10'-1 27 s N 8' 22'-6" 31 E 19'-9" 34 H 25'-0" 32 E 21'-9" 35 I 11'-10 24 C 1 P-7" 30 G 10'-0" 9'-3" 23 B 9'-9" 9'-l" 28 G 8' 7'-7" 9' 22'-1" 28 20'-1" 33 24'-3" 29 22"" 34 H 12'-0" 22 12'-D" 29 9'-10" 10'-2" 22 C 9'-10" 10'-2" 28 , ILL 21'-9" 32 E 19'-0" 34 H 24'-0" 33 E 21'-0" 35 I 11'-2" 24 C' 11'-D" 29 G 9'-0" 6'-9" 23 B 9'-2" 8'-7" 28 G 9 Cn 6'-9" 10' 21'-4" 28 19'-4" 34 H 23'-6" 29 21'-4" 35 11'-4" 22 11'.4" 29 9'4' 9'-2" 22 C 9.4" 9'-2" 28 0- 1'-1" 32 E 18'4" 33 1 23'-2" 33 E 20'-2" 34 10'-8" 25 C 10'-4" 29 G 9'-0" 8'-4" 24 B 8'-9" T-9" 26 G 10' O 6,.2„ 11, 20'2'0,.q„ 233 E 18'-97 9" 34 I 22'-ZZ-6" 334 E 20'-B9,_7„ 335 I J 1D 10._2„ 225 E 10'-191110" 329 G 9 08._7-. 6�VT 24 C 9-pg,-4„ 8-07,-1" 229 G g r 5'-8" 12' 2D'-09 10 334 E 18'-3" 35 I 22'-1" 31 E 20'-1" 36 J 1D'-4" 23 E 10'-4" 30 G. B'-7" T-8" 22 C 8'-7" 7'-8" 28 G 12' 17'-0" 34 21'-10' 35 19'-1" 35 9'-9" 26 9'-6" 30 8'-2" 7'11" 24 8'-0" 6'-7" 30 fi x Y REYI510.45 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID le , ne1B 1} MAXCOL, s SPACING So MAX.p05T FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POSi FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST MAX.POST FTG. MIN. MAXPOST MAXPOST FTG. MIN. So 0_ ON gLAg m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) p08T SPACING (IN.) p08T SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m C (2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN} TYPE FOROBL FEAAM ° FORDBL FOR 3"XS° � " G (1I 2k6Skvo3Y BEAM I1) TYPE 2 S!s .832 BEAM (1) TYPE 13' 7" 5' 26'-9" 26VE " 35 I 29'6" 27 26'+}" 36 16'-0" 22 15'-7" 32 13'-2" 13'-1" 20 13'-2" 13'-0" 27 �+ O 25-9 292'-0" 37 K 28'-6" 30 E 24'-8" 36 K 13'-B" 24 B 13'-4" 32 G 12'-7" 0'-9" 22 B 12'-3" 10'-7" 29 l7 5 M 25'3" 27 " 35 I 2T-9" 26 24'-1 36 I 14,-7" 22 14'-3" 31 12'-1" 12'-0" 21. 12'-1" 1'-10" 27 , asmmee 10-1021 6' q,_g" 301'-1" 37 K 26'_g^ 31 E 23'-3" 37 K 12'-T' 24 B 12'-3" 32 G 11'-6" '-10" 23 B 11'-2" 9'-8" 28 G 6 G DATE 062316 `6 1 9,_B„ 7, 24'-23-1 231 E 21 20,_1„ 336 H K 26 25'-6" 232 E 23'-22'_1" 337 I K 13 6 1'-B" 225 C 13,_91'-4" 331 G 11'-P"0_g 11-19'-2" 223 B 11'-'"p.��, 11-19,-0,. 227 7� k. " DPAWN BY AT J 8'$" 8' 23'-0" 29 20'-7" 34 H 25'-3" 30 22'-8" 35 I 12'-B" 24 p12'-4" 30 10'-6" 10'-4" 22 10'-0" 10'-4" 27 , 22'-1" 32 E 19'-2" 36 I 24'-4" 33 E 21'-2" 37 K 10'-10 26 C 30 G 10,_U„ g'_7" 24B 9'_9" 8,-4„ 27 G 6DM22-1"1'-3" 233 E 19'-9" 34 H 24'-3" W E 21L9" 34 1 12'-0' 24 C 29 9'-10" 9'-9" 23 C 9'-10" 9'-B" 279,18-6" 35 I 23'-6" 34 20'-4" 36 K 10'-3" 26 30 G 9'-4" 8'-1" 24 B 9'-2" T-10" 27 G SOLID COVERS ATTACHED 6,_9„ 10, 21' 20,_7„ 334 E 19'-77'-10' 335 H I 23 22'_g„ 335 E 21'-�g',_g,� 336 I J 11-09'_9„ 227 Ci 230 G 9-4'9.-0,� 9 2 ,_B" 225 Ci 9-48,4" B_97,_2„ 227G 10' & FREESTANDING BEAM 0" 20'B" 31 18'-6" 34 I 22'-9" 32 20'-4" 35 I 10'-1 25 29 9'-0" 8'-4" 23 9'-0" B'-0" 28SPANS, 10 PSF L.L, O 6-2 11 9'-10 35 E 1T-3" 35 J 22'-0" 36 E 19'-1" 36 J 9'-4" 27 E 31 G 8'-7" T-4" 25 C g'-0" 6'-7" 28 G 11' 110-130 MPH5,_8„ 12, 20'-1y,_3„ 335 E 18'-0'6,_9„ 334 I J 22 21.3„ 337 E 19'-9 a,_6„ 335 •� 1 D'-4'9,_D„ 227 E 331 H G 8 g,_2„ 7-8'_10" 225 C 8 7"T-4" 7 6'-0" 228 C7 12, i SH - 16 E A 6 B E F G H I J > N ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C Nk N m co 3"x8"xO.042"BEAM 3"x87 0.042" BEAM DBL.3"x8"x0.042"BEAM DBL.3"X&W.042"BEAM IW— L DBL.3"x8"x0.042"BEAM �e1W/14 GA.STL. INSERT W!12 GA.STL. INSERT & W!DBL. 14 GA.STL.INSERT � W1 DBL.12 GA.STL.INSERT j U ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL10 FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID �' I� c O_ t< MAX.COL F f = SPACING O MAX.POST FTG. MIN. MAX.POST FTG MIN. MPX.POST FTG. MIN. MAX FTG. MIN. MAX.POST FTG. MIN. M4 POST FTG. MIN. MAXPOST FTG. MIN, MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. o ' U O Q- ON SIRS m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING 9N.) POST SPACING (IN.) POST SPACING (IN.) POST m� Z u7 C (2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (I) TYPE (SPAN) TYPE SPAN TYPE SPAN TYPE SPAN TYPE Q O r G (1) (SPAN) O) (SPAN) (1) (SPAN) (1) O _ r z O 13'_7" 5, 19'-18'_1" 223 C 19'-17'_8�� 331 G 18'_4..8._4" 223 C 18'-17 & 331 (D• 20'-120-_1., 224 C 20't19,_4„ 332 G 0 j 25,_1 „ 23 E 25, 32 334 �-'� 28'28'_4" 227 E 27'2T-0" 337 `� 5 O �_ O 5'-10" 26 T- 11,4" 6, 17'-','0-5 224 C 1T-16._1" 231 G 16'-9'S_y„ 224 C i6'-9'6'-2" 231 G 16'18'-4" 225 C 18'4"7 8' 331 G 23'-23'-0„ 227 E 23' 32 333 �"' 25'-1 '110" 227 E 25'-14'-10" 336 J 6 N t 9'_8" 7' IS--15,_3" 224 C 16'-15'_0" 230 G 15'-15'_7" 224 C 15'-15'_0" 230 G 17'-117'_1" 225 E 17'-116'4" 331 G 22' 22'-0„ 227 E 22'-2' _1 333 H 24'-24'_0„ 228 E 24'-z3'_7" 335 .� 7 15'=3" 23 15'-0" 30 14'-7" 22 W-7" 29 16'-0" 23 16'-0" 30 20'-7" 25 20'-7" 32 22'-S" 26 F6" 34 J B'-6" 8' 14'4" 25 E 14'-0" 29 G 14'-7" 25 E 14'-1" 29 G 16'-0" 26 E 15'4" 30 G 20'-T' 28 E 9-9- 32 H 22'-6' 29 E 347,_7„ 9' 14-4" 23 14'4" 30 13'-9" 23 IT 9" 30 15'-7" 23 15'-1" 21 19,4" 25 19'4" 33 21'-2" 26 35 13'-7" 25 E 13'-2" 30 G 13'-9" 26 E IV_3•, 3p G 15'-1" 26 E 14'-6" 3D G 19'4" 29 E 16'-7" 32 H 21'-2" 29 E 35 J 9' (n 6'-9" 7D' 13'-8" 24 13'-8" 31 13'-1" 23 13'-1" 30 14'-3" 24 14'-3" 21 18'4" 26 18'4" 33 20'-1" 27 3512' 10" 26 E 12'-7" 30 G 131" 26 E 127" 30 G 14'-3" 2T E 13'-9" 31 G 16'4" 29E " Sill 33 H 20'-1" 30 E 35 10, S 5885 6'-2" 11, 13'- " 13'-1" 31 12'-6" 24 12'-fill 31 13'-B" 24 13'-Sill 31 1T-7" 26 17'-7" 34 19'-2" 27 3612'-3' 26 E 12'-0" 30 G 12'-6" 26 E 12'-0" 30 G 13'-B" 27 E 13'-1" 31 G 17'-7 30 E 6'-10' 33 H 19'-2" 30 E 35 J5,-8" 12' 121-fir' 227 E 12'-6" fill 31 G 12'-0'2'-0" 227 E 12'-D'�'-Sill 331 G 13'_1" 25 E 13'_1" 32G 16'_9„ 27 E 16'_9" 34 H 16'f)" 28 E 36 J 12'13'-1" 28 72'-7" 32 16'-9" 30 16'-2" 34 I 18'4" 31 36 -pF CAl\E`er 06-23-16 MAX COL rc¢r ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/O ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLfD FREESTANDING SOLID �i 4 SPACING S o MAX.POST FTG. MIN. SPACINGMAX-POS FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. �o ON SLAB m SPACING (IN.) POSE SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING IN.) POST SPACING SPACING (2),(3) (SPAN) (i) T'P- (BRAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (13 TYPE (SPAN) ((1) TYPE (SPAN)' (IN.} .I,IPE (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m5� . (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE f5 DURALUM 13'-7" 5' W-3" 22 C 19'-3" 32 18'-4" 22 C 18'4" 31 G 20'-1" 22 C 20'-1" 32 G 25'-1 24 E 25'-1 " 34 H 28' 25 E 27'-8" 35 I 5, IAPMO 01M O 16-6ll 24 B i6'-1" 32 G 77'4" 24 17'-D" 33 H 19'-0" 25 18'-6" 33 H 24'4" 27 3'-1 D' 36 K 26'-8" 26 26'-1" 37 K ° N 17'-7" 23 17'-7" 31 16'-9" 2 16'-9" 31 18'4" 23 18'4" 31 G 23'-8" 25 23'-8" 33 H 25'-1 26j " 34 H T- 11'4" 6' 15'-1" 25 C 14'-B" 32 G 5'-10' 25 C 15'-6" 32 G 17'4" 26 C 17'-D" 33 H 22'-3" 28 E 21'-9" 35 I 24'4" 29 '-9" 36 J 6, 1 9,_8" 7' 16'-14'-0" 225 C �6'''3'_8" 331 G 15'-''4,_8" 225 C 15'-14'-4 331 G 17'-1" 23 E 17'-1" 31 G. 22'-0" 26 E 22'-0" 33 24'-0" 26 34 H 7, AHJAPPBovJu16'-1" 26 1.5 Sill 32 20'fill 29 20'2" 34 H 22'7" 292'-1" 35I_6" 6' 15'-13'_1" 226 E C 5 72'-9" 330 G 14' 73'_9�� 226 E 14'-73'_6" 231 G 16'-16'-1° 227 E 16'-04'-Sill 332 G 0 1 20'-19'-4" 229 E 20'18'-10' 334 H 21'-2' 2300-8 3334 H I $' s 7,_7„ 9'. 14'4" 24 74'4" 30 13'-9" 24 13'-9" 30 15'-1" 25 15'-1" 31 G 19'4" 27 19'4" 32 21'-2" 2734 H LL 12'4" 26 E 12'-1" 30 G 13'-0" 27 E 12'-8" 30 G 14'-2" 27 E 13'-10" 31 H 18'-3" 30 E 17'-10' 33 H 20'-0" 319'-6" 34 I9' - 25 13'-8" 31 13'-V 24 13'-1" 30 G 14'-3" 25 14'-3" 31 18'4" 27 18'4" 33 20'-1" 28 34 H , 6'-9 10' ' ll 27 E 11'-6" 30 G 12'4" 27 E 12'-1" 30 H13' " 28E 13'-2" 31 H 1T4" 30 E 1T-0" 33 H 19'-0" 31 8'-fill 33 I 1D6-Z 11 " 25 13'-1" 31 12'-6" 25 12'S" 37 G 13'-Sill 25 13'-Sill 31 17'-7" 26 17'-7" 33 19'-2" 2834O 11-2 27 E 11'-0" 30 H 11'-9" 26 E 17'-fill 30 H 12'-10" 28 E 12'-7" 31 H 16'-7" 31 E 16'2" 33 H 18'-1" 32T-8" 34 11' 12' 12'-6'0'_8" 227 E 12'-6'0'S" 33p �..� 12'-01'-3" 228 E 12'-0'1'-1" 330 �"{ 13,_1" P6 E 13'_1" 32 H 16,_9„ 28 E 16'_9" 34 H 78'-4" 29 E 18'4" 35 12' f 12'4" 29 12'-1" 32 15'-10' 31 15'-5ll 33 1 17'4" 32 17'-0" 34 5 6 BEVISIGNS " ATTACHED SOLID FREESTANDING LIGI ATTACHED SOLID FREESTANDING SOLID AITACNED SOUO 1FREESTANDINGSOLID1 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID SPACING Q r MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. Ijp '= SPACING S o MAX.POS7 FTC. MIN. MAXPOST FTG. MIN. MAX.POST FTC. MIN. MAX.POST FTC. MIN. MAX.POST FTC. MIN. D_ ON SLAB K� SSPCMINIG (IN.) PYPE SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING UN.) POST SPACING IN. POST SPACING ( 3 O (SPAN) -1 TYPE SPAN TYPE (1) ( AN3 (1) TYPE ( ) (IN.) POST SPACING IN.) POST m `° C (2).(3) 1-. ( ) (1) (SPAN) 1 TYPE O f ) (1) (SPAN) (1) TYPE (SPAN) TYPE SP (SPAN) (1) TYPE (SPAN) (1) TYPE IS (1) TYPE CO 13'-7 5' 18'4" 23 C 18'_3„ 33 H18'4' 2C18 ' " 3 2 '-1 Z 19-8" 34. 25 2 25'-133J28 2 2T- 3 33 5- 34 H 9E K 515-1" 24 B 14-9 _ � B 1428E10 7 K 24,_B". 2 24,_0" 8 M 16'-9" 24 C 16'-9" 32 G. 16L9" 24 C 16'-0" 32 G 18'4" 24 i8'-0" 33 23'Sill 26 23'-1" 35 1 25'-1 27 25'-3" 36 J , 45h1JDB0 16-1W1 t- 11'4" 6' 13'_IV 25 13'-6" 32 14'-7" 26 14'4' 33 H 15'-10' 26 C 15'-7" 34 H 20'-6' 29 E 20'-1" 36 K 22'4" 30 E 21'-10" 37 K 6 1 9,$„ 7' 15'-7" 24 C 15'-6" 31 157, 24 15'-3" 31 17'-1" 25 16'-Sill 32 G 22'-0" 27 21'-6" 34 H 24'-0" 28 23'-6" 35 I nAh ssxl-1s 12'-9" 26 12'-7" 32 G 13'-6" 26 C 13L2" 32 G 14'-9" 27 E 14'-6" 33 H 19'-D" 29 E 18'-7" 35 I 20'-9" 30 E 20'-3" 36 K 7 14'7" 25 E 14'-6" 31 14'-7" 25 E BRAWN BY AT 14'-3" 31 16'-0" 25 15'-7" 3 20'-7" 28 20'-1" 34 H 22'-6" 29 22'-0" 35 J B'$" 8' 12'-0" 26 C 11'-9" 31 G 12'-8" 27 C 12'4" 32 G 13'-10' 26 E 13'-fill 32 H 1T-9" 30 E 1T-v 35 I 19'-6" 31 E 19W 35 8' CHIMXEG GM U) 7'_7" 9' 13'-9" 25 13'-8" 30 H 1T-9" 25 13'-6' 30 H 15'-1" 26 14'-8" 31 19'4" 28 19'-0" 33 21'-2" 29 20'-8" 34 H LL 114" 27 E 11'-1" 31 G 12'-0" 27 E 11'-B" 31 G 13'-1" 28 E 12'-9" 32 H 16'-9" 31 E i6'4" 34 H 18'-4" 32 E 18'-0" 35 I 9' SOLID COVERS ATTACHED 13'-1" 26 13'-0" 30 H 13'-1" 26 12'-9" 30 ;13'� '-3" 26 W-0" 31 18'4" 29 18'-0" 33 20'-1" 30 19'-B" 34 H U) 6'-9' 10 10'-9" 27 E W'-T' 30 G 11'4" 28 E 11'-7" 31 H t2'4" 29 E 12'-1" 31 H 16'-0" 31 E 15'-T' 34 H 1T-4 32 E 17'-1" 35 1 10' & FREESTANDING BEAM 6'-2" 11' 12'fill 26 E 12'-6" 31 12'-6" 26 12'-2" 31 B" 27 13'4" 31 1T 7" 29 17'2" 33 19'2" 30 18'-9" 3a SPANS, 10 PSF L.L, ; s O 10'-3" 28 10'-1" 31 H 10'-10' 28 E 10'-7" 31 H 11'-10' 29 E 11W 37 H 15'-2" 32 E 4'-10' 33 H 16'-7" 33 E 16'-3" 34 11� 110-130 MPH j T, 5'_8" 12' 12' 9'-10" 228 E 1 19-8" 331 H 12'-D'0'4" 229 E 11'-8'0'-1" 331 H 13'-111'_4" 230 E 12'-9"1'-1" 331 H 16'-9'4'-7" 332 E i6'-6'4'-3" 333 18'4'5'-10 333 E 18'-01 33y 12' SH - 17 A B C G E F G H I J N BEAM TYPES ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP. B&C 4 N co Lo U-11 CIO co 3"SQ.xO.032"ALUM.BEAM r,ZBL.2"X6.5"x0.03Z' 3"x8"x0.042"BEAM H Q of W/12 GA-STL."U"CHANNEL I OR K =) O rn U) O X ¢ ATTACHED FREESTANDING ATTACHED FREESTANDING 1 � W I¢L .032" fi' • MAX.COL. <F iLu EIMITE]SIG .042 SPACING 5o MAX.POST FTG. MIN. MAX.POST FTG. MIN. 5 pC SPACING SPAC SPACING �C'' MIN. SPACING SAC SPACING U > C3 FIG. MIN. 55 _IS ON SLAB -3 SPACING (IN.) POST SPACING (IN.) POST (IN.) POST (IN.) POST mg Z L[) (SPAN) (1) TYPE (SPAN) TYPE FOR DBL FOR 3'XB' TYPE FOR DBL FOR 3'ke° 1 TYPE Q 3.0" 0.042" 8.0 (2).(3) ( (i) rxB.S'k0,03r BEAM (1) rx6.sw.03 BEAM O F- O Q r' .032' 1 13'-7" 5, 16'-9" 15 B 14'-7" 29 G 14' " 15'-4" B 15 14'-1 15'-0" 28 G 5' mo UU) L6 I 1I I O 16'-9" 17 14'-7" 31 H 14'-10" 15'-4" 17 14'-6" 15'-1" 30 _ o ALUM: -+^4'0"T20'-I r' 15'-3" 16 13'-3" 28 G 13'-7" 14'-1" 15 13'7" 14' 1- 28 ' 04 I I MAX. r 11-4' 6' 15-3" 18 B 13'-3" 30 H 13'-7' 14'-1" B 17 13'-3' 13'-9" 29 G 6' CD BuL 2"X6.5"x0.032" 1 14'-2" 16 12'-4" 28 12'-7" 13'-1" 15 12'7" 13'-1" 28 ALUM.ALLOY 3DD4-H36 L._ 9"9 7 14'-2" 18 B 12'-4" 30 G 12'-T 13'-1" B 17 12'-3' 72'-9" 29 G 7� 3.0° 3"SO.x0.032"ALUM.BEAM OR EQUAL 13'-3" 16 11'-7" 29 11'-9" 12'-3" 16 11'-9" 12'-3" 28 �W/12 GA.STL."U"CHANNEL DBL.2"x6.5"x0.042" 3"x8"x0.042"BEAM '� 8'-0 8' 13'-3" 19 B 11'-7" 29 G 11'-9" 12'3" B 16 11'-6" 12'_p^ 28 G 8' Q�FESSICyy( C ASTM Afi53 SS ALUM.OR EQUAL OD3.H36 n ALUM.OR EQYIL4DD4H36 J 7, 7n 9' 12'-7" 17 71'-0" 29 /� 1 V-2" 11'-7" p 16 11'_2" 11'_7' 29 !� 9' l03' K• i GRADE 50 G60 LL 12'-T' 19 C 11'-0" 29 V 11'-2' 11'-7" U 18 10'-10' 11'-3" 28 V co 3 U) 6'-10" 10, 12'-0" 17 10'-0" 30 10'-7" 11'-0" 16 10'-7" 11'-0" 29 12'-0" 19 C 10'-4" 30 G 10'-7' 11'-0" B 19 10'-3' 10'_$^ 2s G 1 D' S 5885 17 9'-10'• 30 10'-11. 1D'-6" 17 10'-V 10'_6" 29 - 6'-2" 11' C 11'-4" 20 C 9'-10" 30 H 10'-1 10'-6" B 19 9'-10' 10'-0" 29 G 11' 5'-8" 12' 0'-1 " 16 9'-6" 30 9'$" 9'$" 17 9'$" 9'-8" 29 r-12 OR p-10" 20 C 9'•&' 3o H 9'-8" 9'-8" C 19 9'$" 9'-2" 29 G 12' OF CAUF�` 9GA 7.875° Asrnt GRACE GRADE 06-23-16 BOGS) ATTACHED FREESTANDING ATTACHED FREESTANDING 4 = 5ACING So MAX.POST FTG. MIN. MAx.POST FTG. MIN. •POST MAX.POST FIG. MIN. MA-POST MAY POST FTG. MIN. �o 0.042' ON BLAB og SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN) POST SPACING SPACING (IN) POST mF .625' (2).(3) F (SPAN) (1) TYPE (SPAN) (I) TYPE FOR DBL FOR3'x8" TYPE FOR DEL FBEAMOR ° TYPE 1YP. _ rxe.sxD.D3r BEAM (1) zsa.saumr BEAM tt) DURALUM 2:875' C 13'_7„ 6, 16'-9'6��.� 168 B 14 74,_7„ 333 H J 14 14'_8" 15-475._2.. B 116 14 114�_1�.15 14�_7., 331 G 5' IAPM00195 ° 3"W'x0.042"BEAM r 11,4' 6' 15'3" 119 .B 13 13'.3" 332 H 1 13 713'_4"14�-13 10 B 168 13'-72 10"14'-113'-0"r29 G 6' W/14 GA.STL.INSERT F--- MAX. -I �I 9'-9" 7' 14'_2" 11 B 12'-0" 29 G 12' 13'_1" B 16 12•_7' 13•-0•' G �, auAPPRDvu 3.0' 3.0" ASTM A653 GRADE 50 G60 I 3'-10" 19 12'-4" 31 I 12'-4" 12'-10' 19 12'-0" 12'-4" 3"X8"XD.042"BEAM- 13'-3" 17 11'-7" 29 G 11'-9" 12'-3" 17 11'-9" 12'3" , F DBL.3"XS"X0.042"BEAM W/12 GA.STL.INSERT J 8'-G' 8' 13'4' 20 B 1l'-7" 31 H 17'-8" 12'-1" B 19 11'-2" 1V 7^ G 8 ALUM.ALLOY 3004-H36 ry ASTM A653 GRADE 50 G60 . . 12'-7" 4 B 11'-0" 29 G 11'-2" 11'-7" 17 11'-2" 11'-7"OR EQUAL 7'-7' 9 ' " C ' " 30 H 11'0" 11'-4" B 20 10'-7" 11'$" G 9 NOTE;WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS LL ° THE SHOWN ULL LENGTH OF IN THE SPAN TABLES.THEY THE3 x8"BEAMHALL RE INSTALLED U) 6'-10" 10, 12'-D'1_$,� 121 C tD'-4"0-4 330 G H 1D'-71 D'_6"11'D10'-9" B 120 10'710•_7•'11'-1' 29 U'-4" :2 G 1D' f 11'-4" 18 lJ 9'-10" 30 10'-1" 10'-6" 17 10'-1" 10'-6" 29 , FOOTNOTE: "SAMPLE" C 6-2 111, 11'-2" 21 C 9'-10" 30 H 10'0" 10'-3" B 20 9'-7" 91.6" 2g G 11 I--) 10-1 18 T-6" 30 g'$" 9'$" 18 9'8" 9'-8" 29 , FIGURE INDICATES 5'-8" 12' 10'-8" 21 C 9'$" 31 H 9'-7" 9'-4" C 21 9'-2" 8'-9" 30 G 12 EXPOSURE B B FIGURE INDICATES T=12 OR EXPOSURE C 14 GC I : WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. ASTM BEM610N5 A65355 Y ATTACHED FREESTANDING ATTACHED FREESTANDING � aye are xscr�ia GRACE 8.0" MAX.COL ¢� 50 G80 = SPACING S❑ MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. SPACING SPACING FTG. MIN. rjo a_ ON SLAB m�i SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m� .042" (2).(3) F (SPAN) (I) TYPE (SPAN) (1) TYPE rsssxo o3z FBEAM B° O) TYPE 25ce0.5 xDBL. FBEAMB" (1) TYPE If FOOTNOTES TO ALL SPAN TABLES: 1.FOOTING SHOWN REPRESENTS LENGTH OF 16'-9" 17 14'-7" 32 I 14'-1 15'4" 16 14'-1. " 15'-2" 31 G , EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. O 13'-7' 5' 15'-0" 19 B 14'-7" 34 J 14'-4" 4'-10' B 19 13'$" 14'-2" 33 H 5 WHERE SLAB REDUCCCURB,CH SIDE FO FREENG ZE 15'-3" 18 ITT 31 1 13'-7" 14'-1" 17 13'-7" 13'-1 31 4STELJOBN %1B11 MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. + r 11'-4" 6' � 3.0° 13'-9" 20 B 13'-3" 34 J 13'-1" 13'-7" B 19 l2'$ 13'-D" 32 G 6 i 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB 3'0• MAX. 3'0• 9,-9„ 7, 14'-2" 18 12'34 31 H 12'-T 13'-1" 17 12'-7" 12'-1 30 SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL.3"x8"x0.042"BEAM I 12'-9" 20 B 12'-4" 33 J 72'-2" 12'-7" B 2D 11'-7 12'-1" 31 G 7 SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/DBL I4 GA.STL.INSERT 13'3" 18 11'-7" 30 H 11'_g" 12'3" 16 11'-9" 12'-1" 29 , DRAIN BY AT SPACING SHOWN FOR THE SELECTED BEAM. �1 •J 8$ 8 11'-10' 20 B 11'-7" 32 J 11'-4" 11'-9" B 20 10'-10" 11'-3" 31 G 8 3.THE BLAB SHALL BE A MINIMUM 10'•D'WIDE BY THE ASTM A653 GRADE 50 G60 LHEOKEO Gm ° MAXIMUM COLUMN SPACING MEASURED AT THE J 7'-7" 9' 12-7 19 11'-0" 30 H 11'-2" 11'-7" 18 11'-2" 1V-4" 29 9, - COLUMNANDSHALLNOTCONTAINANYCRACKINGFOR DBL.3WNO.042"BEAM 11'-3" 21 B 11'-0" 32 I 10'-9' 11'-2" B 21 10'-3' tp'-$^ 30 G LATTICE COVERS ATTACHED 3 25&30 psf.THE DISTANCE FROM COLUMN TO SLAB W/DBL.12 GA.STL.INSERT W 6'-10" 10' 12'-0" 19 C 10'-4" 30 H 10'-7" 11'-0" B 18 10'-7" 10'-9" 29 G 10' &FREESTANDING EDGE SHALL BE 91/4°MINIMUM. ASTM A653 GRADE 50 G60 0- 10'-8" 21 B 1U-4" 32 G 10'-2' 10'-7" 21 9'-9" 9'-10" 30 BEAM SPANS, e- 11' 19 9'-10" 30 _ 10'-6" 19 10'-1" 10'-3" 29 s S SEE ALTERNATE FOOTING TABLES NOTE:WHERE I2 AND 14GA STEEL INSERTS OCCUR AS O 6'-2" 11 1p'-2" 22 `� 9'-tD" 32 �Hlo'l- 9'-9" 9'1D' B 21 9'-3" 9'-0" 31 G 11 10PSFL.L, 110-130MPH SHOWN IN THE SPAN TABLES.THEY SHALL BE INSTALLED [�SHT.9 FOR ATTACHED COVERS THE FULL LENGTH OF THE3'z8'BEAM. 5'$" 12' V-1 " 2D T� 9'-6" 3 9'$" 9'-$" 19 9'$" 9'-4" 29G 12, C 9'-9" 22 \i 9'-6" 33 914, 9'_1" Ci 22 9'-W 8,-3- 31 lJ� - �� '# A B C 0 E F G H I J 2 cli ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP. B&C 14 N m to m co ��DBL.3"x8"x0.042"BEAM 3"x8"x0.042"BEAM 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM L- H DBL.2"x6.5"x0.042" L W/14 GA.STL. INSERT W/12 GA.STL. INSERT W/DBL.14 GA.STL. INSERT n L) d Ivl 1� O U) O X s ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING 0 W � = SPACING Sa MAX,POST FfG. MIN. MAx.POST FTG. MIN, MAX.POST fTG. MIN. MA%.POST FIG. MIN. MA%.POST FIG. MIN. MA%.POST FTG. MIN. MA%•POST FTG. MIN. MA CP05T FTG. MIN. MPXPOST FTG. MIN. MAXPOST FTG. MIN. <� W ON SLAB m`$ 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 8N.) POST 5 () Z U�j (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) G ) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE O 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 22'-8" 31 G 29'-2" 16 29'-2" 33 H O 18'-0' 18 B 17'-6' 31 G 21'-8" 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'-6" 36 I 5 CD O 11,¢„ 6 16 4„ 16 16'�" 29 g17'2" 119 19 9'9-3" 332 G 19,_19'-D" 119 B 19,_0"g-0" 332 G 20'-20'-6" 120 C 20'" 332 G 26'-82'6,_8„ 121 E 26'-26,_p„ 335 H I 6 ` w rn r 16-q 0.1 18 B 16'-0' 30 GC+ I g,_g„ 7, 15'-2" 16 15'-2" 29 17 18'�F' 30 17'-7" 17 1T-7" 30 19'-2" 18 19'-2" 31 24'-B" 19 24'-B" 33 , 15'-2' 19 B 14'-10" 30 G20 C 1T-10' 31 G 17'-7" 19 C' 1T-1" 31 G 19'-2" 20 C' 19'-2" 32 G 24'-B" 22 E 24'-1" 34 H 7 .I 8'$" 8' 14'-3" 17 14'-3" 29 18 17'-2" 31 16'-6" 18 16'6" 31 18'-0" 1B 18'-0" 31 23'-2" 20 23'-2" 33 4'-3 19 B 13'-10' 29 G20 C 16'-9' 31 G 16'-6" 20 C 16'-1" 31 G 18'-0' 21 C 16'-0' 31 G 23'-2' 22 E 22'-T 33 H FFSSIgyq4 7'-7" 9' 13'-6" 17 13'-0" 30 8 16'-3" 31 15'-6" 18 15'-6" 31 17'-D" 18 1T-0' 3 21'-1 20 21'-1 349 ```��p 1�13-6 19 C 13'-1' 30 G21 E 15'9" 31 G 156" 20 C' 15'-2" 31 G 17'-0" 21 E 17'-0" 31 G 21'-10' 23 E 21'-3" 34 H C� 6'-10" 10' 12-917 12'-9" 30 8 15'-4" 32 14'-9" 18 14'-9" 32 16'-1" 19 16'-1" 32 20'-9" 20 20'-9" 34 12-9 20 C 12'-6' 30 G 15'-0" 21 E 15'-1" 32 G 14'-9" 21 E 14'-4" 32 G 16'-1" 21 E 16'-1" 32 G 20'-9" 23 E 20'-2" 34 H 10' o S 5885 6'-2" 11' 12'-2" 18 12'-2" 31 14'-B" 19 14'-8" 32 14'-1" 19 14'-1" 32 15'-4" 19 15'-4" 32 19'9' 21 19'-9" 35 O 12-2 20 C' 1'-10" 30 G 74'8" 21 E 14'4" 32 G 14'-1" 21 E 13'-8" 32 G 15'4" 22 E 15'4" 32 G 19'-9" 24 E 19'-3" 3q I 11 r it'811-8 1 8 35$„ 12, C 14'-1 1 14'-1 3 13'6" 3 3 14'-9" 1 14'-9" 3 19,.D1„9-D 212 4 19'-0"E E - 353 5 12'20 11'-4' 31 4-1" 22 y 22 4-9 3 OF CqL\F� 06-23-16 MAXCO �j ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING f SPACING `F=.. MAXPOST FTG. MIN. 5€; SPACING So MAX.POST (it MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN. MAX POST FfG. MIN. MPX.POST FfG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. NIA%:POST FTG. MIN. MAX.POST FIG. MIN. ON SLAB �$ SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPA (SPA"Y) (7) TYPE (SPAN) (7) TYPE (SPAN} (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (IN.) TYPE SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m� (1) (SPAN) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (i) TYPE � DURALUM 13'-7" 5' 18'-0" " 16 B 18'-0 31 G 21'-8" 17 B 21'-8" 33 H 20'-9" 17 B 20'-9" 32 G 22'-8" 18 B 22'-8" 33 H 29'-2" 19 C 29'-2" 35 1 5, IAPMO 0195 N17-B 19 1T-0' 31 H 21'-4" 20 20'-7" 34 20'-4" PO 19'-8" 3q H 22'�" 20 C 21'-6" 35 I 28'-9" 22 2T-8" 37 K " r 11'-4" 6' 16'-0" 17 B 16'3-4" 30 19'-9" 18 C 19'-9" 32 G 19'-0" 1B B 19'-0" 32 G 20'-8" 18 20' 32 G 26'-S" 20 26'-B" 35 1 , 16'-2" 19 15'-7' 30 G 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18'-D" 33 H 20'-4" 21 C' 19'-8" 34 H 26'-3" 23 E 25'-3" 36 K 6 1 9,_911 7' 15'-2"5'-0" 120 B 15'-14'-4" 330 G 18'-4" 16 C 18'-4" 31 G 17'-7" 18 C 1T-7" 31 19'-2" 19 G. 19'-2" 32 G 24'-B" 20 E 24'-B" 34 H 7, N+JAPPNDVAL 18'-1" 21 17'-4" 33 H 17'-3" 21 16'-8" 33 G 18'-10' 21 16'-2" 33 H 24'-4" 23 23'-6" 36 1 J g,$„ 6, 14'-3" 18 B 14'-3" 29 17'_2" 19 17'_p 31 16'-6" 18 16'-6" 30 18'-0" 19 18'-0" 31 G 23'-2" 21 23'-2" 33 H , B 14'-1' 20 C 13'S" 29 G 17'-0' 22 C' 16'-3' 32 G 16'-2" 21 C' 15'-7" 32 G 17'-8" 22 r' 17'-1' 33 H 22'-g' 24 E 22W 35 1 B J 7-7 9' 13 6 3'-3" 121 C 13'-612'-9' 330 G 16';'6,_0„ 122 E 16'-3"5,�„ 332 G 15,_6„ 19 C 15'-6" 31 G 1T-0" 19 E 1T-0" 32 G. 21'_1 „ 21 E 21'-1 34 H V LL 15'-3" 22 14'-8" 32 16'-B" 22 16'-1" 32 21'-6" 24 0'-8" 34 I a 6'-10„ 10, 72._9'r2'-7" 121 C 12''912'-1' 30 J30 G 15'-0'S,_2„ 122 E 15'-4"4,_T, 331 G 14'-9'4,-0„ 122 E 14`-9'4,_0" 331 G 16'-15 10 223 E 16'-115,_3„ 332 G 20'-20'-4" 225 E 20'-9"9,_8,� 34 4 H 10' O 6-2" 11' 12'-1'2'-0" 19 C 12'-11'-7" 330 G !14 4'-B'4fi" 223 E 14'-B"q-0 332 G. 14'-1" 19 E 14'-1" 32 G. 15'-4" 2D E 15'-4" 32 G 19'-9" 22 E 19'-9" 35 I 11' T 13'-10' 23 13'-4" 31 15'-2" 23 14'-7" 32 H 19'-6" 25 18'-9" 34 11'-8" 19 11'-8" 31 '-1" 20 14'-1" 32 G 13'-6" 20 1T-6" 32 14'-9" 20 14'-9" 33 19'-0" 22 19'-0" 35 - 5$ 12 11'-6" 22 C' 11'-1' 31 G 13'-10' 23 E 13'-0" 32 H 13'3" 23 E 12'-9" 32 G 14'-6" 23 E 14'-0" 32 H 18'-8" 26 E 18'-0" 34 I 12' g 6 REYISpNG °s } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING MAX.COL F a= SPACING �c MAX•POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAx.POST FfG. MIN. MAX.POST F7G. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. jp ON SLAB rc� 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 C (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) 1 TYPE SPAN TYPE G O (SPAN) (7) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE 18'-0" 17 W-2 G 21'-8" 19 21'-4" 34 H 20'-9" 18 20'-0" 32 H 22'-8" 19 B 22'-0" 35 1 29'-2" 20 C 28'-9" 37 K O 13-7 5 1T-3' 20 BH 0'-10 21 B 20'-0" 36 K 20'-D" 21 B 19'-1" 34 1 1'-10' 21 C 0'-10' 36 K 26'-2" 23 E 6'-10' 39 5 r11'-4" 6' 16'-4" 78 B 19'-9" 19 19'-7" 33 H 19'-0" 19 B W-8" 32 H 20'-8" 19 20'-4" 34 H 26'-8" 21 26'-3" 36 451EL JOBA 161W7 / 15'-10' 20 H 19'-1" 22 C' 16'-3" 35 I 16'-3" 21 C 17'-6" 33 I 20'-0" 22 C' 19'-1" 36 I 25'-9" 24 E 24'-T' 38 K 6 1 g,_9�, 7, 15'-214'-8' 121 B G H 18�7'-8" 222 C 18'16 10 334 H 1T-��,_0" 122 C 1T-316'_2^ 333 G H 19 16'-6" 223 C 16'-117,_8„[13G 2423' 10' 25 E 24'22'_9" 337 I K7' OATS os-za-ls8'$" B, 14'-3' 19 B 17'-2" 20 17'-0" 32 G 16'-6" 20 16'- " 30 G 18'-0" 20 17'-8" 23'- " 22 22'-9" 35 I DRAWNBY AT13'-9' 21 C 13'-1" 32 G 16'-7' 23 C' 15'-10' 34 H 5'-10" 22 C' 15LZ, 32 H 17'-0" 23 C i6'-7' 22'-3' 25 E 21'-3' 37KB CHECI(E0 cN 7'-7" 9' 13'-6" 19 C 13'3" 30 G. 16'-3" 21 E 16'-0" 32 G 15'-6" 20 15'-3" 31 G 17'-0" 21 16-8 21'-1 23 1'-6" 34 H LL 13'-0' 22 12'-4' 32 15'-8" 23 15'-0" 33 H 15'-0" 23C' 14'-3" 32 H 16'-4" 24 E 15'-7" 21'-1" 26 E 20'-1" 36 K 9 LATTICE COVERS ATTACHEDU) 6,-10" 10, 12'-9" 20 12'-7" 30 15'-4" 21 15'-2" 32 G 14'-9" 21 14'-6" 31 16'-1" 21 15'-1 20-9" 23 20'-0" 34 H ,12-3' 22 C 11'-9' 31 G 14'-1 D' 24 E 14'-2" 33 H 14'-2" 23 E 13'7" 3G ' " E ' ' 20'-0" 26 E 19'-1" 36 I 10 &FREESTANDING 6'2" 11. 17-2" 20 12'-0" 31 14'-8" 21 14'�i" 32 H 14'_1" 21 3'-1 32 15'4" 22 15'-2" 32 19'-9" 23 19'6" 35 BEAM SPANS, s 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 18'-2" 35 I 11 10 PSF L.L, 110-130 MPH r' S,,B�, 12, 11'-Bt 1'-3' 223 C 11'-610'-9' 337 G 14'-113,_7„ 224 E 13'-113,_0 332 H 13'-6'3,_0„ 224 E 13'-92-0 332 H G 14 94'-2" 225 E 14'-6'3'-7" 332 H 19'_0"8'-3" 227 E 18'-8"7'-6" 335 I 12' SH - 15 A BIFD E F IF G H IF1IFJ N ATTACHED&FREESTANDING LATTICE COVERS 14 c��1 N o 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C DBL.3"x8"x0.042"BEAM IW_ Q W/DBL. 12 GA.STL. INSERT 7) U rn 0x . ATTACNEO FREESTANDING ¢ W LLk < MAX.COL 3� r� ' W SPACING So MAX.POST FT 3, MIN. MAx.P05T FTG. MIN. �c a ON SLAB mg SPACING (IN.) POST SPACING (IN.) POST m� C.) 'Z LID ISPANj (1) TYPE (SPAN) (7) TYPE F Q 0 G 13'-7" 5' 32'-0" 19 32'-0" 34 H m [n O 32'-0" 21 E 31'-2" 36 K 5 _ m o T_ 11'-4" 6' 29'-2" 19 E 29'-2" 33 H 6, N 29'-2" 22 28'-6" 36 1 1 9,_9„ 7, 2T-0" 20 27'-1" 33. H rn 27'-1" 22 E 26'-4" 35 I 7� J 8'-6" 8' 25'-3" 20 25'-3" 34 25'-3' 23 E 24'-8' 34 H 8' fF-�Igyq� J 7,_7„ 9, 23'-1 " 21 E 23'-1 " 35 1 9, \�K B LL 3-10" 23 3'-3" 7_334 H (n s_10" 10' zz'B^ 21 E 22'-8" 35 1 10' ` S 5885 22'-8" 24 22'-1" 35 1'-8" 21 rm G 6-2 11 24 E11 .* . r 5'-8° 12' 0,$„ 22 E 12,20'-8" 25 OF CA1-1E� 06-23-16 < MAX.COL ' ATTACHED FREESTAND/NG x SPACING Do MAXPO5T FTG. MIN. MAX.POST FFG. MIN. a ON SLAB e� SPACING (IN.) POST SPACING (!N.) POST a� C (2),(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE F DURALUM O 13'-7" 5' 32' 32'-0" 223 E 0 j 32' 30'-3"IF 338 K 5' IAPM0 0195 f 11'-4" 6' 29'-2" 20 E 29'-2" 35 I 6' 29'-2" 23 27'-8" 37 K 1 2T-1" 21 27'-1" 35 I AHJAPPRDVAL 9�_9„ 7' 27'-1" 24 E 25'-8" 37 K 7, s J 8'-6" 6' 25'-3" 21 25'-3" 34 H 25'-3" 25 E 24'-D' 36 K B' J 71_7" 9' 23'-1 " 22 23'-1 " 35 3'-10" 25 E 22'-O" 35 1 9' 6'-10" 10' 22'-8" 22 22'-8" 35 a 22'-8" 26 E 22'-1" 35 1 10 22 21'-8" 36 26 E 211_1" 35 r' S,$„ 72, 20'-0" 23 E 20'-8" 36 K 12' 20'-B" 26 20'-2" 35 1 3 6 C REVISIONS _ ATTACHED FREESTANO/NG 3 MA%.COL F.r MAX FDST �� MIN. MAX.PDST FFG. MIN.ONSPACINGS3 Ego ON SLAABB m� SPACING (IN.) POST SPACING (IN.) TOPE C (2).(3) r (SPAN) (1) TYPE ) (1) G 32'-0" 21 32'-0" 38 O 13,_7„ 5' 32'-0" 24 E 29'-4" 40 K 5' M 29'-2" 22 29'-2" 37 CSTFIJOB3 161071 / f 11'-4" 6' 29-2" 25 E 610 39 K 6' Q 1 9,_9„ 7, 27'-1" 22 27'-1" 36 2T-1" 25 E 4'-10' 36 K 7' �� DI:zi1R DRAWN BY AT J 8'-0" 8' 25'-3" -2 25'-3" 36 J 25'-3' 26 E 23'-3' 37 K 8 CHECKED GM c J 7'-7 9' 23,_1 „ 23 E 23'-1 „ 35 1 9, LL 3'-10' 2s zz'-o" 37 K LATTICE COVERS ATTACHED 22'-B" 24 22'-8" 35 I 0- 6'-1 0" 10' E 10, &FREESTANDING e zz'e" 27 0'-10" 3s K BEAM SPANS, 9 B 6'-2" 11' 21'-8" 24 1'-e" 36 dK `v O 21'-6" 27 E 9'-10" 3610PSSFL.L, 110-130MPH 12, 20'-20,-8„ 228 E 0-19'-1" 335 12 A B O G E F G H I J P q O Q\o�essiona/f/ PpOFESS/Oy �9 FESSfpy� K`� K. Rpy Q P� STRucr�Rq ta ~ Q � L.) M ,m 49725 J5 2 2 y J _ LICENSED m2 O LL- DUSTIN C 72487 F m O S 58$5 PROFESSIONAL a No.9466229-2203 �? Lu I K GIN E p U o ZO.. .' z .. _ .._ CD C> rn � +p �ZONA U,5•�.�� FOFCALfi OF CAL\F& V 5' ST P, v om yes 3 / . 91E OF m 06- El3 � I 'T rn Q�FE951gyq 3 "`"oomuunnuurunr tuuullurrr Jc ROSF.O K. Ro. Q�OFESS/ph �a 5885 T 'ii c�� JSr:•�pENSF'.,• �� y0 T ,� Fq 4 _ �cri'i \ = Or �' O •�.•F = P 9A 5 'a MEkr - i 00 DUSTIN � * - ' 5 r �= � _ - 2 DUSTIN K. F J v� O 2 ¢- in JIDUSTIN ROSEPINKt = _ _ ° ROSEPINK O 2 O ROSEPINK Z I : Do 4 , 1 _ .20550 w Eup.1231 / 7 . 2046D N OF CAL\E� 06-23-16 'gppuIrnOF 11- t0o"` /ONALEN - O �P. glg111161t3o NAL RAH OAKO :72/ Al ' DURALUM IAPMO 0195 AJAPPROVA 1F1E11S1S11lgO�rp•r• �.C•/ti:9•.� �ENGRO1.\``FNCAR FRFS y OJ S�tio Fw. A syiyo��'� io�oZS�.��Nn a1K2E2.0nR2g Olns e �g.\�ONL rENS FN �ANK.RSfp0 � SEAL 8191P7E ss, _ 16508 ; - = r '",/NK.ROS�.�`�` IONALE� _ Q B rrnrnllto K.RO YOM\N6 N ROSE a i OF 9Etnslous kWF O1iE OFSTPi1W q¢ i 6 nusnNSSpG? i y�p(EOF T�XgsF! ! DATE ROSEPINK .t..:.......................'..k.I. ORAWNBY AT N DUSTIN RCISEPIN O EMO GM i TONAL �. rar,Rni.E��- ADDITIONAL STATE # LICENSURE STAMPS E 8 E z cu _ tin NOTES: } N F LL (1) ; IL ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J z O CHAFFER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OF THE t.) r J r ^' Allowa bleSpan Table and Uplift FastenerSpacing(')( )(') 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAFF ER I OFTHE 2013 W ' 3.00 inch-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL (¢ Z h U cV Loading Type A fled Pressure for Design CODE. (9 z. o Minlmum Panel ru 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psF 50 pst 55 psf Slope(Per Tao' ( ) —aZ, �j m -THE APPLIED PRESSURE FOR DESIGN COLUMN HEADINGS SHOWN IN THE TABLE IS AN of Pm edion "EQUIVALENT' LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS ❑om N N Uve 16'-0' 12'-1" 3f8"/foot PRESENTED 1N THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING I--' G a m Wind(Upward) ST-0° 14'-3" 12'-6" 1V-3" 10'-4" 6'-10" 7'-9" 6'-10" 6'-2" 5'-7" n/a SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPANS C1 iir < Z Wind Downward) i6'-0'- 13'-.. 12'-1' 11'-0" 9'-10" T-5" 6'-8" - 6'-0" 5'-5' DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD LL ¢ ¢OO Snow n/a COMBINATIONS WHICH INCLUDE THE SPECIAL LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH � D� 2 id o JU 11'-4" 30'-2' 9'-3" 8'-6" 7'-5" 6'-8" W-0" 5'-1" 1/2' foot OF THE FOUR(4)LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OFTHE 4 z in O p Z - Fastener Spacing('+ LOAD TYPES SHALL BE THE'ALLOWABLE SPAN'USED FOR THE PROPOSED APPLICATION. Q m O = Q v 15 for Uplift Wind Loads 11" 9" 8" 7" 6" 6" g O r o a Q o -UNLESS OTHERWISE NOTED,THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS Q o 24-INCHES. Q Q n Allowable Span Table and Uplift Fastener S acin (1)(2)(B) (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL CO C) SKINS OF 10 DEGREES FAHRENHEIT. ZLc Uj F-- o 3.50 lour-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT Q Loading Type A Ileci Pressure for Desf n (3) FASTENERS SHALL BE#14 SMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH W Z c Minimum Panel OF FASTENER SHALL BE AT LEAST 1 INCH LONGER THAN ROOF PANEL THICKNESS. ALLOYAND 0 Uve 17-fig f 15 p! 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 PSI 55 psf Slope of Pre a(Per Foot MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND D.062 INCHES,RESPECTIVELY, Q J 13'-0" - 1/4' foot (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE U Wind U ar 18'-10' 15__ 13•-7" 12'-1" l0'-6" 9•-0" 7'-30" 6'-11' 6'-3" 5'-8" n a REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING,CAN INCREASE Wind(Downward) 12'.8" - 14'-11"+ 13'-0" -7" T-6" 6'-8" 6'-0" 5'-6" n/a PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. Snarl 11'-8" 10'-6" 9'-7" e' 7" 7'6" 6' 8" 6'0" 5, 6• .3/8° foot (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECTTO MAINTENANCE LOADS(AS 0 O E D z Fastener Spacing PT DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 4'-0"FOR THE 2-INCH,IV-4-FOR z o for Uplift Wind Loads 14" 30" 9" 7" 7" 6" 6" 6" 5" 5" THE 3-INCH AND 20'-0°FOR THE 3.5-INCH AND 4.25-INCH OR THAT INDICATED IN THE SPAN m TABLE,WHICHEVER IS LESS. m p: WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBIECTTO 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 > 8 IN THE SPAN TABLE,WHICHEVER IS LESS. m Allowable Span' Table and li lit}Fasteners acin n)[2)(s)a Is) i x 4.25 inch-0.024•'-1.0 cf EPS-0.024" WITHOUT FAN BFAM INSERT (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO w oWnd(Downward) g Typo Applied Pressure for Design Minimum Panel LONGER SPANS IS PROHIBITED. o o m o s 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psi 50 psf 55 psf ofPrro ectiene(Per �l (7) THE FASTENERS HAVE A PULL-THROUGH 0 4 ve 19'q• 14'-0" 4" foot CAPACITYOF110LBSFORTHESPEQFIED U ar 20 16-11" 14'-T 13'-0' 11•-10" 30'-11" - 10'-3" 9"7" 8'-11" 8'-1" na FASTENER USING AFACTOR OF SAFETY OF C•M1�•;i• �+ry�+tNeE�Yi(�GY 9NC• 3.0. CAPACITY OF FASTENER AND 1 19'-4" 16'-0" 14'-0" 12--7° il'-6" 30'-8" 10'-0^ 9'_5" 7'-10" n/a CONNECTION OF THE FASTENER TO THE ow 11'-3" 1 10'-3., 1- 9'-6" I 8'-11" I 8'-5° 18'-0" 7'-8" 38"1 foot SUPPORTING STRUCTURE IS OUTSIDE THE APPROVED FACTORY BUILT HOUSING - SCOPE OF THIS ENGINEERING. =Fastener Spacing pl 11" 8" 7" b" 5" 4" 4" 4„ 3" I 3" installationa 1 for Uplift Wind Loads@ Those plans, specifications and requirenents, have been approved pursuant to gag Health and Safety Code, Division 13, Part oso- Allowable Span Table and Uplift Fastener S acin rl)(2)(s) i and regulations adopted thereto.. a��e s 3.00 Inch-0.024"-1,0 d'EP5-0,024" WITH FAN BEAM INSERT Loading Type Applied Pressurefor Design Minimum Pand Approval herein does not authorize or approve 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psF 55 psf of Slope (Pe Foot a.J OUn195i+MS Or deviation ff0Ti1 State I3W5 or s Uve 1Ti" 13•-q• (') Valid local ordinances. j. e 3 8" foots Wind ar 1a'-7" 15'-7" 13'-9" 12'-5" 11'-5 10'-7" 9'-9" 8`-e' T-10" j T-1" Fla This plan is approved as a building component m o Wlnd(Downward) IT-6' 15'=0" 13'-4" 12'-2° 11'-2" SO'_5" N g ( p y Snow 9'_6• 8'-5" 7'-7" 6'-11" a and/or DUiidin s•StErrtS, and i5 applicable Only `. 12'-6" 11'-3" Id-3- 9'-6" 8'-Ja^ s'-S' 7'-7^ ' 6•-11^ 2• foot to the Design Conditions as ShoWn on the plans. „ w s Fastener Sparing(') CA4J^ S for Uplift Wind Loads 7" 6" 5" S' 4^ 4" 4•� 4�• Plan Approval +40. Model �aR � � zo�s � _ � ' Expires_ �.TR al Date F F. ° F F ie Allowable Sean Table tvpz)TausU alp) - Q IP'i� N e " k' s 2.0 inch-0.024"-S.Opcf EPS-0.024,, Maximum Applied Minimum Pane) 8 8 r e w Loading Type Pressure for Max Span Blopa(Per root of v: e 'Design Projection)+"1 CD QgDF:: $' E Uve 20 psf 4'-0" '3/8"/foot Wind(Upward) 55 psf 4'-0" n/a �i• 'cV f`4 � F� QJ• S n/a 2 G Snow C. Wind Downward 55 sf 4'-0• y ? 55 Psf 4'-0" 1/2'/foot U� 07 -•"° R u•- THE 2-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT. � < F ` E o r urtu(a fat e VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATFRT a� nclnnl nc of Arlo UA0 „ , OWE _ _._ NOTES: y w I- AlloWable 5 an Table and Uplift Fastener 5 acin (1)(Z)(s) (1) -ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J z O O 3.0 inch-0.032"-20 d EPS-0.032" Ashland or Rohm and Haas Adhesive-WITHOUT FAN BEAM INSERT U `� a CHAPTER I OF THE 2012 OR 2009.INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OFTHE —i N A Tied Pressure for Des- n ID32 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CFiAPTEI(1 OF THE 2013 CALIFORNIA Q Minimum Panel i PVAZ2 , BUILDING CODE AND APPENDIX CHAFFER H OF THE 2013 CALIFORNIA RESIDENTIAL CODE. LL i w Q C7 30 psf 15 psf 20 psF 25 psf 30 Slope(Per Foot U psf 35 psf 40 psf 45 psf 50 psf 55 psf (� (7 fu 13'-4° Of Pro'edlon -THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE IS AN Z a n Live 18'-0" 3 8" foot "EQUIVALENT"UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS H m 19'-9° 16'-4" 14'-1" -6" 6'-9" 6'-r n/a. PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING SNOW. ❑y m ) 18'-0" dS-3 13'-4" 12'-0" na AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPAN IS DETERMINED 12'-8" 11'-5" 10'-4" 9'-1° 8'-0" T-2" FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD COMBINATIONS ¢ Me, U m Z 6'-S" 5'-10" 1 2"If. WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH OF THE FOUR(4) IL m-, ¢ -. g J Fastener Spacing fo LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 LOAD TYPES SHALL Z) Z w n- Lu For Uplift Wind Iwds il' 8 7" S' S" 4" 4" 3" 3" 3" BE THE'ALLOWABLE SPAN'USED FOR THE PROPOSED APPLICATION. Z v, W p ❑ Z �mox o_ a N -UNLESS OTHERWISE NOTED,THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM Is 24-INCHES. ❑"' U a Q LL c O o (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL Q O `o Allowable Span Table and U lift Fastener S acin (1)(2)(a)®(6) SKINS OF 10 DEGREES FAHRENHEIT. l Q N 4"75 inch-0.032"-2.0 cf EPS-0.032" Ashland or Rohm and haas Adhesive-WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE 314 SMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH OF © Z )'- N Loading Type Applied Pressure for Design 1 Mnimum Panel FASTENER SHALL BE AT LEAST 1INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND MINIMUM 10 - Slope(Per Foot THICKNESS OF HEADER SHALL BE 6o63-T6 AND 0.062 INCHES,RESPECTIVELY. THE FASTENERS HAVE Lr Z psf 15 psf 20 psf 25 psf 30 psF 35 psf 40 psF 45 psf 50 psf 55 psf of Pro'ection)(4) A PULL-THROUGH CAPACITY OF 110 LBS FOR THE SPECIFIED FASTENER USING A FACTOR OF SAFETY LL Uve 22'-11: 18'-3" 3/B./foot oF3.0. CAPACITY OF FASTENER AND CONNECTION OF THE FASTENER TO THE SUPPORTING J STRUCTURE IS OUTSIDE THE SCOPE OF THIS ENGINEERING. Wind ar 23'-0" 21'-S^ 19'-2" 17'-6" 16'-4" n a CO Wind Downward 22'-11" 20'-1" 18'-3" 16'-SO" 15-9" 14'-11" 14' (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE Snow IT-7" 16'-3" 1 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. Fastener spacing(31 " U F U Z �- for Uplift Wind Loads 10 7" 5" 5" 4" 3" 3" 3" 3" 2" (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS © ❑ o N DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 2T-4"FOR THE 3-INCH AND 2310" y FOR THE 4.25-INCH AND 6-INCH,OR THAT INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS, z WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 23'-0"FOR THE 3-INCH AND 4.25-INCH ORTHAT AIIOWableSpan Table and Uplift Fasteners acin m - (1)(2)(s) INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. w m 3.0 inch-0.032"-2.0 EPS-0.032" Ashland Or Rohm and Haas Adhesive-WITH FAN BEAM INSERT 21 A lied Pressure for Desi n - (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE y w ¢ g Loading Type Minimum Panel SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO Slope Per Foot ❑ ❑ O n ❑ s psi 15 fzsf 20 Psi ZS psf 30 psF � 35 psf 40 psf 45 psf SD psF 55 psf T,J LONGER SPANS IS P0.0FilaiTD. a I. of Pro'eU1on g Uve 19'-10" 1 S'-8" Wind Upww 21-in 77 16'-0" 14'-e" Wind(Downwartl) 19'-SO" 17'•4" 15'-8" 14' Snow 14'-11" 13'-9" 12'-11" 12'-2" IV-6" 11'-0" 30'-6' 10'-2" 12"1 foot C.M.J. ENGINEERING, INC g Fastener Spadng „ I FACTORY BUILT HOUSING ft Wind Loads 9. 7„ 5" 4„ 4„ T' for Upli 3" 3" 2" 2'I r�PPROv_ED Aese plans, specifications and installation =561 pquirements, have been approved pursuant to) °`pe Allowable S an Table and Uplift Fastener S acin (1)(�)(s)&(6) a w.e 's 4.25 loth-0.032"-2.0 ct EPS-0.032" Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT Wealth and Safety Code, Division 3, Part w g A I led Pressure for Design Mnimum Panel and regulations adopted thereta QQ�o n NVMAW ding Type o m 4 10 psf 15 psF 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf Slope(Per Foot a I of Pro edion O4pproval here7n'does not authorize or approve s Uve 23'-0" 19`-3" 38' foot Soy omissions or d2V'�ai't-ice from state laws or Wind u ' ar 23 0" zz-s^ 20'-D" le'-a" 17'-D^ 1s'-u° 1s-1^ 14'•4" 13'-9^ 13'-zi Solid local o€ Prances:- Davnward) 23'-0" 21'-3" 19'-3" 1T-9" 16'-7" SS-5" 14'-6 13'-B" 13'-0" 5' n/a u snow 1T-11° 16'-2" 14'-10" 13'-9" 12'-11" IT-3" Ira" 11-1, 1 2 foot This plan is approved as a building component 2 Fastener Sparing(�T , frd/or buildir?a Systerifs, and is applicable only o e for Uplift Wind Loads B' 5" 4 4" 3" 3" i" 2"• 2" 2" to the L3esigii Uhtlitiotis as shown on the plans. g !F 9 flan Apprciv-di t+i-1o�, 1 -LL _ µModel M77-0 5 S a Allowable Span Table(1)(2)(3)(s) I © ( -�•UApQreva1 04teM 6-inch,0.032"/2.0#Pcf EPS/0.032" a` a` e 8 8 Applied Pressure for Design I Min(num Panel � $ W I Slope (Per Foot psf 15 psf 20 psf 25psf 30 sf 35 psf 40 psf 45 psf 50 psf 55 psf-0' _ 23�_0" _ r� -"'_-0" 23 0' 23'- '- . ._(-_( per0000 o �� r EC-WD 22'-9" 21'-1" 19-10" 1 ^ ' ^ �3.-0" 23 0 23'-0 21'-8° 20-4" 19'-1".- .:_ -. 22'-2" 20'-0" 18'-5" 1T-1° 16'-0° SS-2" 14' S" 13'-9" 4/8"Ur foot LO .. 9 - - - T—t w r 3 7 m s THE 6-INCH PANEL IS ONLY AVAILABLE WITHOUTA FAN BEAM INSERT. 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