Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PMT16-02130
City of Menifee Permit No.: PMT16-02130 29714 HAUN RD. Type: Residential Addition ACCEL/" MENIFEE, CA92586 MENIFEE Date Issued: 07/0 712 01 6 PERMIT Site Address: 29910 BAY VIEW WAY, MENIFEE, CA Parcel Number: 340-500-043 92584 Construction Cost: $3,280.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 360 SQFT ALUMAWOOD PATIO COVER.2 FANS,2 POST LIGHTS Work: Owner Contractor JOSE SANCHEZ GUTTERS N COVERS CONSTRUCTION INC 29910 BAY VIEW WAY 19069 VAN BUERN BOULEVARD#114 MENIFEE, CA 92584 RIVERSIDE, CA 92508 Applicant Phone: 9516728022 SEAN DARE License Number.945962 GUTTERS N COVERS CONSTRUCTION INC 19069 VAN BUERN BOULEVARD#114 RIVERSIDE,CA 92508 Fee Description ON Amount Receptacle, Switch, Outlet&Fixture 4 131.00 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 6.55 $306.20 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_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ lam exempt from licensure under the Contractors'Stale License Law for ti 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 full force and effect. which I must have resided for at least one year prior to completion License Class�Lice improvements covered by this permit,I cannot legally sell a structure that I hat Expires 42.0 Ito Signature built as an owner-building if it has not been constructed in its entirety by licensr contractors. I understand that a copy of the applicable law, Section 7044 of it 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: htt •L r.le i fo. ov/calaw.htmL have and will maintain a certificate of consent of self-insure for workers' _ compensation,issued by the Director of Industrial Relations as provided for by Date `Z-Z4-l(0 Section 3700 of the Labor Code, for the performance of work for which this permit is issued. Property Owner or Authorized Agent Policy# ❑ By my Signature below, I certify to each of the following: I am the proper jt-1 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'oompensation insurance carter and policy number are: with all applicable city and county ordinances and state laws relating to buiidir c construction.I auth rize representatives of this city or county to enter the above Carrier ..J2N�44 knn� identifie c he�nspection purposes. Policy# 5(,tX IdirLoU(a Expires 7Ir-3��fo Date 2- 7q-)6 Property erorAuthorized Agent c< (This section need not be completed if the permit is for City Business License# SSA l one-hundred dollars($100)or less) `" ❑ 1 certify that 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 or future building occupant handle hazardous material or r 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 specified on the Hazardous Materials Information Guide? Code,I shall h ith mply with those provisions. DYES. NO Applicant; Date; 2-7-T-Jln 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 guidelipes SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND ❑YESfi�NO 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 cute DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YESr�&NO 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 Cade,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS ,DYES ❑NO I hereby affirm under penalty of perjury that I am exempt from the Contractor's Date 2-2sr- & 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 Stale License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 70D0)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firms and comply with she is exempt from licensure 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 EPKs Renovation Program visit: ❑ 1, as owner of the roe or m employees wlh wa es as their sole �v'epa.govIlead or contact the National Lead Information Center at P P rty, Y9 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 I.. . __.__._. _- ..._._ „_____. _.... 11......... =on 000..1--1- ..e cen.6-000 BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION 2L Menifee JUL 01 2016 -OWDATE PERMIT/PLAN CHECK NUMBER EI10eCb2l D TYPE: ❑COMMERCIAL AESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ❑SIGN SUBTYPE: []ADDITION []ALTERATION []DEMOLITION []ELECTRICAL []MECHANICAL fGNEW []PLUMBING [:IRE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK PROJECTADDRESS ASSESSOR'S PARCEL NUMBER 3�i O - 50O 043 LOT `,� TRACT j- 'b37 OWNERNAME ADDRESS PHONE S'j�j EMAIL APPLICANT NAME L G n rp-r ADDRESS J tm-710 PHONE Cn L76NV 2- EMAIL CONTRACTOR'S NAME E�C�lt"\ (^t� OWNER BUILDER? ❑YES O BUSINESS NAME 7T�� cwers ADDRESS V C J\ f2J1 ^-2- Z�U PHONE qS� lOZ �012 _ EMAIL CONTRACTOR'S STATE LIC NUMBER 9459(QL LICENSE CLASSIFICATION VALUATION$ 32 60 SO FT 3L L SQ FT APPLICANT'S SIGNATURE DATE r DEPARTMENT DISTRIBUTION 1{ CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GRIN SM P INVOICE a /7 AMOUNT U •V�/ PAIDAMOUNT OCASH OCHECK# OCREDRCARD VISA/MC PLAN CHECK FEES PAIDAMOUNT OCASH OCHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-6 72-6 777 www.citvo{meni/ee.us Inspection Request Line 951-246-6213 Q�of Menifee Bui tf& Safety Dept. JUL 01 2016 31--1` _ eceive , i2< EDGER & TRACK i ISPE CTION REQUIRED 40 (0 C TY Of MENIFEE 1 a ILDI G AND SAFETY DEPARTMENT —9 F AN APPROVAL ' 1� R VIEWED BY 0 ATE �y�J *Approval of these plans shall not be construed to bes pwd for,or an approval of,any violation of any provisions of the fedW,state or city regulations and ordinances. This set of approved plans must be kept on the FW V� jobsite until completion, Jose Sa.nc�nez I�luw..��tiu�nn`��io�de� 2 2 r09t IL1 C6 01 Sale NOT 7� SC �� �la >,ue 3a460 oullam11 & Safety De I. I ' C 0 E F G H u JUL 0 016 CD 6 INSPECTION REQUIRE o PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ecei ` N c R WIND SPEED CONVERSION TABLE: of DESIGN REOUIREMENTS: U D7 GENERAL NOTES CBC/IBC EQUIWINDSCRCIIRC - RESIDENTIAL APPLICATIONS-CRC ANOIRC APPENDIX H,CBC ANO IBC CHAPTER I6.CBC& WIND SPEED I� O GOVERNING CODES: WIND SPEED 1,' 0 LU < 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. 110 MPH 85 MPH E_ � - LL- 201220151NTERNAnONAL BUILDING AND RESIDENTIAL CODES,2013 CAUFORNIA BUILDING AND ROOF LIVEAND SNOW LOAD 6:10,20,25,30,40&50 psF.(SNOW LOADS AT GROUND RESIDENTIAL CODES,ASCEISEl 7-10 MINIMUM DESIGN LOADS FOR BUILDINGSAND OTHER STRUCTURES LEVELL APPLICATIONS 120 MPH 93 MPH ¢ Z ANDTHEIAL ODES,ASCEIS DESIGN MANUAL-AOM.COWMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL APPLICATIONS-CBCANOIBC CHAPTER S1. O ACCORDANCE WITH 2O1220151RC AND 2013 CRC SECTION AWD52 FOR 10 psT RESIDENTIAL CONSTRUCTION RO30,40LIVE AND DS�NOW LOADS:20.25,30,40&50 psF.(SNOW LOADS AT GROUND LEVEL 130 MPH 101 MPH AND ACT 318-14 FOR 20,25 AND 30 pd RESIDENTIAL AND COMMERCIAL CONSTRUCTION. O Tn O ADDITIONAL DESIGN REQUIREMENTS: SEE CONVERSION METHOD,THIS PAGE, N � r-3 DRAWING MS PE: GA 2.ALLITEMS PERTAINING TO EACH INSTALLATION(T'PE OF ROOF PANEL,HEAOERBPAN,COLUMN SIZE; 1 TABULATED SPANS FOR SNOW LOADS HAVE BEEN A0JU5TED FOR ROOF APPLICATIONS. FOR APPLICATION AND USE. 2 ETC.)SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 2, BASIC WIND SPEEDS:IT 0.120.130 MPH.EXPOSURES 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 3. OCCUPANCY CLASSIFICATION AND RISK A EGORY-IBI.1111. - MANUFACTURER DESIGN LOADS AND ENCLOSABIUTY. SITE DESIGN PARAMETERS: 4 THE ED,A DRAWINGS D DO OAND T SPECIFICATIONS SHOWN REPRESENT CONSTRUCTHE TION!THE CONTRACTORS SHALLUPERVISE SE S. SEISMIC BASE PARAMETERS: PER LINEAR FOOT PER WIDTH OF CDVER. OF SITE cuss:o SI7EADDRESS: FE6814'Yg7 AND DIRECTTIiE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS. SEISMIC DESIGN CATEGORY:O I.D.5 =0.50 TECHNIQUES,SEQUENCES AND PROCEDURES. SHALL -T AT THE JOB SITE AND SHALL BE 5 AVNIABROVEDETO SET OF DRAWINGSZED A D SPECIFICAnONS SENTATIVES OF THE BU BE KE AND SAFETY DEPART THERE RESPONSE MOC D F CAMON FACTOR, :125 TUTS:Sa=750,5�=0.6.So.= a SHALL BE NO FROMTHEAPPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. DA UILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20' ®,4 P-Al-, "R¢ `�1 �Zj Y O S5885 ^� 6. FCHANGE ORDER.REESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOUO OR MESH MATERIAL. B.LEAST BUILDING WIDTH OF MAIN STRUCURE:3o' 3 7.ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. C.MINIMUM COVER SIZEATTACHED TO MAIN STRUCTURE OR FREESTANDING:10'X10'STING CON WIND SPEED&EXPOSURE: B.ATTACHED COVERS MAY BE SECURED TO AN EXISTING BLAB PROVIDED THE SLAB IS AT LEAST 3 12INCHES THICKAND 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 ANOE TO THE LOCAL AUTHORITY HAVING JURISDICTION: OF CA1-7F� EXISTING OR NEW CONRETE SLABS. ROOF/SNOW LOAD: THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WIT THIS IALUDETED 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMTREDTO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDED CARPORTS. 06-2316 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EVAFOLLOWWGIN INFORMATION FROM THIS EVALUATDION REPORTN FOR A ILDING PERMIT MUSTINCLUOE A TITLE SHEET AND GENERAL NOTES. /� DESIGN CONSIDERATIONS: B.STRUCTURAL CONFLGURA DESIGN LOADS. LATTICE ROOF.FREESTANDING ANDIOING E ATTACHED). ��R��T�R(-'71- it.MINIMUMRDOFSLOPE-_ SOLID ROOF PANELS:1141NCH PER FOOT. C.BASED ON THE REQUIRED DESIGN LOADS.SITE-SPECIFIC RAFTERAND/OR PANEL SPAN 12.MINIMUM COVER PROJECTION IS I D. TABLES. DURALUM t D.TYPE OF HEADER,POSTNPE&QUANTITY.FOOTING SIZE(WHERE REQUIRED) ON THE ENGINEERING FIRM 4 13.MINIMUM SIZE OF HANG.TING ROOF OVERHANG IS 50 SQUARE FEET.WNERECOVERIS ATTACHED TO THE SITE-SPECIFIC DESIGN LOADS. EXISTING OVERHANG. IAPMO 0195 14.COVERS ARE DESIGNATED BUILDINGS"AS DEFINED IN ASCE/SE17. E.APPROPRIATE STRUCTURAL DETAILS. ^ 15.COVERS SHALL NOT BE INSTALLED IN ARIAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING �, `.\J7�I ASCE/SEI 7. JURISDICTION. C�F!•fts(flJ�=�✓�L 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES;IN ACCORDANCE WRH ASCEISEI 7. STRUCTURAL ENGINEERING NLIAPPROVAL 17.THE RATIO(HIP),COVER MFPN ROOF HEIGHT(H.FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P.FT), SHEET INDEX: 26000 ACFR0 SVITE20G PHONe(94p)3OS-1159 SHALL NOT EXCEED ONE(1). SHEET# SHEET TITLE DESCRIPTION I 18.THE RAno(UP),COVER LENGTH(L,FT.)DMDED BY THE COVER PROJECTION OR WIDTH(P.FT).SHALL NOT MISSIONWEXO.CA72s91 FAX: (94p)30s-142D L� BE LESS THAN ONE(1). T-0..................TITLE SHEET,DESIGN LOADS,GENERAL NOTES STRUCiURALENGINEER ewe EPINIC SE 5885 MATERAL sPECLFIcnnor4s: - SH-1.............SOLID PANEL STRUCTURES OF RECITY OF METE 19.BEAMS SHALL BE SPLICED OVER FACHINERIOR COLUMN SUPPORT. ES pOINi OF COWAQ: AMHDNY TRAN 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTLTUTED FOR THOSE SHOWN.PROVIDED THEY ARE REGISTERED SH-3...........PANELS SPANS TRI-V,WPANEL&FLAT PAN gIJ IL ' AND SAFETY DEPAR ENT WITH THE ALUMINUM ASSOCIATION EQUAL OR STRENGTH OF AND POUNDTE S SH-4 MINIMUM FASTENERS / 21.CONCRETE SHALL HAVEAMINIMUM 28 DAY COMPRESSIVE SQUARE FOO .DESIG LATERAL SOIL CH. I/\ 22.DESIGN VERTICAL SOIL BEARING PRESSURE Is 500 POUNDS FOOTING DE TH.(EQUAGNLATERAL SOIL BEARING PLAN APPROVAL SH-5-6.........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIO PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 P9F/FTx2 PER SH-7 HEADER BEAM TYPES,COLUMN/POST TYPES TABLE 7806.2 AND SECTION 1806.3.4. DETAILS 23.EMLE 1806 AND TEEL 5.3. BE HDT-DIPPED GALVANIZED,AND CONFORM TO A500 GRADE B. SH-8 EXISTING EAVE CONNECTION NTIN ROLL STEEL MEMBERS SHALL CONFORM TO AS ss GRADE so G60. 5H-9 ,HANGER CHANNELS AND MOUNTING BRACKETS 24.EASTERNERS:ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASM A-307.ALL BOLTS SHALL MIEWED BY HAVESTANRS:ALUMINUM WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN SH-10..........COLUMN/POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAIL EVISIDNs ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. o•-xReDut s 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE SH-11 ..........LATERAL FORCE RESISTING SYSTEM/MIN.NUMBER OF RED.COLU a� 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS ISMS)IN CONFORMANCE WITH]CC-ES ESR SH-12..........BEAM TO POSDETER LATTICE TWICE TUBE TODTH&FAN BEAM DETAILS 1976 OR APPROVED EQUAL. R HOW TO 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH SH-14........-BEAM TYPES FOR ATTACHED&FREESTANDING SOLID COVERS p�10- ,,, vu Pis shall not be construed to 7 RESIDENTIAL ATTACHED PATIO COVERS ONLY LASSA ROOF A. 3 20 SH-15-17.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,10 PSF 4 28.SOLIDANDumCEALUMINUMcOVERSAREcusspaooFAssEMBLVINAccoaDANCEwmisEcnoNlsa3.z. SH-18-20.....SOLIDCOVERSATTACHED&FREESTANDINGBEAMSPAN5,20PSFL. , EXCEPTION 2. l �1 SH-21-23.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF SI�pr0Y0E0OnQ19bIatlOn Of any prOVI510n5 Of the 1610T7 WIND SPEED CONVERSION TABLE: SH-24-27.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF 1���QT Winances. This set of approved plans bxJaept on the 462},R THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBCIIBC. SH-28-30.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF 3.h AaUntd(;oM ltion. °A� FOR USE WITH THE CRCIIRC,DIVIDE THE REQUIRED CRCIIRC WIND SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF F S PRAWN BY AT ' SPEED BY 0.6 SH-34-36.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH GM EXAMPLE:CRCIIRC WIND SPEED IS 85 MPH.THE COVER CONSTRUCTION SH-37�6.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L.110-130 MPH QED a SHALL BE BASED ON 85 MPH=110 MPH. SH-39-40.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L,110-130 MPH i 0.6 5H-41sI2.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L,110-130 MPH SOLID PANEL SH-43-44.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L,110-130 MPH STRUCTURES g CONTRACTOR FORWHERE SNOW LOADTs OCCUR,IT IS THE REPONSIBILITY OF H 5 POJECT TO VERIFY WITH THE LOCAL E SH-47 6_....INSULATED ROOF PANEL ATTACHMENT DEICE COVERS ATTACHED& DTAILS AM SPANS,50 PSF S.L; 110-130 MPH - AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-48..........SNOW DRIFT DESIGNR TABLES v O E SLIDING,PER ASCE 7-10,SECTION 7.7 AND 7.6,IS REQUIRED.SEE SH-50.........ADDITIONAL STATESPAN REDUCTION LICENSURE CENSURE STAMPS SHEETS 49 FOR SPAN REDUCTION FACTORS. } c oT�o se=ems I J G H O E P O A 9 O C\j LO O �-- SOLID PANEL STRUCTURES N "W M ROOF I - Q m CD t ROOF ATTACHMENT OVERHANG, - U OVERHANG, SEE DETAIL A,B d C, OR WOOD,OR (n ATTACHMENT OR WOOD,ORPANEL SEE LENGT CONCRETE 'f+ O X ROOF PANEL SEE TABLES SEE DETAIL A,B 6 C, LENGTI{O CONCRETE ROOF SHEET FOR OOF SHEETS AND SyA�C NO,BUCTURE VARIES SHEETSWALL W u_ SHEET 4 FOR ROOF SHEETS AND SyALLPSTRUCTU WALL SEE PANELATTACHMENT TO MIN.0.25"SLOPE PER FT. THEF ELES RIES O PANS PPOCHME WALL _ TlfE p/=OEOT LIES T/�ANES SHEET8 SUPPORTING BEAM. RO�EOTIONSTHAN ¢o O Lo HANGER&BEAM. 0. O U)cf) � 0. . SPANco "O.H."NOT TO EXCEED 25% N rn 2 "O.H."NOT TO EXCEED 25% OF ROOF PANEL V' OF ROOF PANEL ALLOWABLE SPAN m ALLOWABLE SPAN J� SEE DETAIL 11,SHEET 12 EAM-SEE TABLES SEE DETAIL 11,SHEET 12—," 2✓ BEAM FOR MANDATORY SPLICE. PpSTSPAN/ FOR POST SPACING FOR NO BATORY SPLICE.EAM SPLICE AT S�T,4 AC/NG BEAM-SEETABLES = NEXT BEAM PIOSTS.CE ATSEE TABLES NG O.H. EXTERIOR POST S. ETASLES NOT c� POSTS,SIZE VARIES O'H NOT POSTS,SIZE VARIES EXOEEO IMUM OPB 25% =' J SEE SHT.II FOR MINIMUM Z OA 5%OFB EXCEED NUMBER OF REQUIRED CD SEE SHT.11 FOR INUMNS ALL FAM w��, � 55885 e NUMBER OF REQUIRED COLUMNS �MALLOI,yAI ESP - LESpgN 31/2"SLAB ATTACHMENT OF DAL1F� 3 1/2"SLAB ATTACHMENT MAY BE USED MAY BE USED NOTE:NO SPLICE AT EX TOR POSTS WHERE PERMITTED. - WHERE PERMITTED. SEE TABLES 06-23-16 SEE TABLES NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. SEE TABLES SEETABLES DURALUM 4 TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION IAPMO 0195 NIJ APPROVAL 5 ROOF PAN EL SEE TABLES SHEET 4 FOR ROOF PANEL LENGTH OPST ROOF PANEL SEE TABLES MIN.0.25"SLOPE ENGhI OF STRUCTU E S ATTACHMENT TO I=UCTU SHEET 4 FOR ROOF PANEL PER FT O.H. ARI SUPPORTING BEAM. O.H RE VARIES ATTACHMENTTO ES S SUPPORTING BEAM. 3 O.H SPA = O.H. SPAN SPAN "O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN REVISIONS ALLOWABLE SPAN e SEE DETAIL 11,SHEET 12 SEE DETAIL 11,SHEET 12 BEAM FOR MANDATORY SPLICE. pEAM SpgN BEAM-SEETABLES FOR MANDATORY SPLICE. P Spgry/ BEAM-SEETABLES r r.0 ogre o�une�ox NO BEAM SPLICE AT OST Sp / NO BEAM SPLICE AT SEF T SPACING FOR POST SPACING z EXTAM SPLICE ATS. SEE Tqg TABLES FOR POST SPACING X EXTERIOR POSTS. TABLES �II X ' S x POSTS,SIZE VARIES O.H. 2 POSTS,SIZE VARIES NOTT iv NOTT OFq O " EAM : AL PA'H 3 1/2"SLAB ALLONEILES 45TEL J030 161071 L 3 1/2"SLAG OWABLE PAN S MAY BE USED PAN DE. 16 MAY BE USED TO CONSTRAIN GATE Z TO CONSTRAIN FOOTING,SEE r r FOOTING.SEE 1 TABLES DMM BY AT TABLES FOOTINGS CHECKED GM e i FOOTINGS SEE TABLES NOTE:EACH COMPONENT IS INTER- c SEE TABLES NOTE:EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL COMPONTENT UNLESS OTHERWISE SHOWN. STRUCTURES 'g TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION SH - I 1OF50SHMS S G H - A B C D E FrR '�T O OPEN LATTICE STRUCTURES N O o LLI M m / ¢ m WALL LEDGER OR D RAFTER,SEETABLES I15 NG ROOF OVERHANG. 4 uSEE Q X Tj EYYS>7 SUJ[O/Np SHEET B. LA88C O W < NGSU[[0[NO ROOF OOVWALLUEOEREHANG, _ W > MAX O.R SEEDETAILA,BBC, (� Z L �•25%OF RAFTER O'H SHEETS. RAFTER,SEE TABLES Q O L0 ALLOWABLE 1 q[[o� a SPAN 25%OFRAFTER O.H O ui 2 [F O ALLOWABLE t N M O MANDATORY BEAM SPICE-SEE DETAIL II,SHEET 12 NO BEAM SPUCEAT J' 06 EXTERIORPOSTS �3� O �WW- m U_' MANDATORYUABEAM SPICET�.,�\ v Lj LENGTH OF STRUCTURE VARIES G i DETAIL M SPLEET I2 \P p.MO R. M . c� S 5885 POST HT. 1 SIDE PLAT S N EXTERIOR POSTS ®�'0 SEE SHT. Il FOR MINIM M ¢ _ -'Sp�gry CNO LIMER NS F REDU LENGTH OF STRUCTURE VARIESG FTSNG 3 la'SLAB ATTACHMENT pe POST WITH SIDE L TES 9 OST Spq SEE SHT. 11 FOR MINIMUM dy posF`+M MAY BE USED WHERE SFF Spq N/ NUMBER OF REQUIRE➢ OF CA' S T spy PERMITTED. T O/ryG COLUMNS NOTE EACH COMPONENT IS INTER- FFTE'q T / SEE TABLESF,p CHANGEABLE WITH ANY OTHER gel Fs `1M 3tlz'SLABATTACHMENf 06-23-16 COMPONTENT UNLESS OTHERWISE SHOWN. Fopn"c WHERE IiEDUIRED, NOTE:EACH COMPONENT IS INTER- 'OQpT sp NOTE:THIS OPEN LATTICE-TYPE STRUCTURE SEETABLES CHANGEABLE WITH ANY OTHER sFFTa / PERMITTED.MAY BE DVJHERE MAYNOT BE COVERED. COMPONTENT UNLESS OTHERWISE SHOWN. ge[Fs SEETABLES NOTE:THIS OPEN LATTICE-TYPE STRUCTURE MAY NOT COVERED. FOOTING WHERE REDUIRED, SEETASLES DURALUM TYPE "E"ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195 "APPROVAL RAFTER,SEETABLE FOR SIZE AND SPACING RAFTER,SEE TABLE 1 � 25%OF RAFTER O.H. qND SPA ICNG fto) ALLOWABLE MAX O.H. OH 1 O SPAN 25%OF RAFTER ; `$ ALLOWABLE [ SP40jNG �SypO�G+'F SPAN 2 �Sp�G S Fr REVISIONS y �U' �VAt MlF �3OIBIYW- S S,R 604 z < i s 9 no LENGTH OF STRUCTURE VARIES ^T 1P�J�O Zq MANDATORY BEAM SPICE-SEE G � O DETAIL 11.SHEET 12 T CROSS-SECTI ,LENGTH OF STRUCTURE VARIES NG NO BEAM SPLICE AT 1610T1 C STEL JOB: p EXTERIOR POSTS F'Oy? SEE POST OETAI MANDATORY BEAM SPICE-SEE PEE FOS SETAIL. ON. TgBT'gC/ry DETAILM SHEET 12 p0 SEE POST DETAIL. DATE 06TL16 9 7 [FS G MAY SLAB NO KTERIOSPLICEAT S ST 3 OC BE USED ONSTRAIN EXTERIOR POSTS FFT'7BgON DRAWN BY AT NOTE EACH COMPONENT IS INTER- pOss FOOTING.SEE [FS G MAY BE USED CHANGEABLE WITH ANY OTHER sFp sp MAYBE USED OM ; I TABLES TO CONSTRAIN CHECKED COMPONTENT UNLESS OTHERWISE SHOWN. �[F A! `� NOTE:EACH COMPONENT IS INTER- pOST FOOTING,SEE NOTE'THIS OPEN LATTICE-TYPE STRUCTURE S CHANGEABLE WITH ANY OTHER SFFT�q N TABLES MAY COVERED. FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. [Fs } NOTE THIS OPEN LATTICE-TYPE STRUCTURE FOOTING SEE TABLES OPEN LATTICE 2 MAY NOT BE COVERED. STRUCTURES 5 c TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE 3 SH . 2 _J 2OF N SHEETS N I J A B C D E F C O SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 1 1 011 2 0/1 3 0 MPH EXP. B & C t N Zo 1 6'/B'z2Y4'FLAT PAN n F- Q dj 12"x 3112"W PANEL 24"TRI-"V"PAN zee• ,�. .09R (I.S. b], 5 U rn Y7: I .n' I- O X 21. .40' . .40' .]]' L' (ALL UNMARKED RA➢II .06R)T=(SEE TABLE 75' 4g. T^<SEE 70` 25' � LLI BLtOv) bs• u 5' pELO282 B ' B T= (SEE TABLE BELOW z T W 35' .l5'.40' 92' .7 L92' .]5' 1.92' O•40' 40' , 3' L3• L3' 25' C7 3.00' .s0' .s0' zo• 50' 3.00' 00•/a00' ` N cq 24 q' ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL 24`TRI-"V"PAN 12"x 3 1l2"W PANEL W x 2)'4"FLAT PAN 6'x 2)✓4'FLAT PAN PANFL'T 110 MPH SPAN 120 MPH SPAN 730 MPH SPAN PANELT 110 MPHSPAN 120MPH SPAN 130 MPH SPAN WSL FANELT 110 MPH BPAN 120 MPH SPAN 130 MPH SPAN WgL PANELT 110 MPH SPAN 120 MPH SPAN 130 MP WSL (IN,) EXP.B FXP.0 IXP.B EXP.CFIZ-33' FJfP.0 LI/SL (INJ IXP.B IXP:C FXP.B EXP.0 EXP.B IXP.0 ON.) FY3.B E%P.0 IXP.B IXP.0 EXP.B IXP.0 IIN.) IXP.B FXP.0 EXP.B F(P.0 ExP.B IXP.CpESSIry�� .070 10'-3' 70'-3' 70-3" +0'-3' 10'J' 13'A" 13'-9' 73'-9" 13'-9' 13'-9" .020 +4-7• 14'-T 14'-7 +4'•T 14'-T mo(1) " 1Y-0' 1'7" 1+'2' 10'-T 10'.T 9'-11' .020 70'70" 10'-7" 1D'-3• g•-6• g•_7• g•-0• 12'.B' 12'-0' 12'-0` 1+'A" 7T-6' 10.12'$' 12'$• 12'$' 12';3' 12'$" ' ' ' '-70"3 10 .024 10,-4" 9'-9" 9'-V 9'-2" %-7" 10 .029 ' " ' " - +2'-1" it'-0' 11'$' 70'-9" 70'-+0' 10-1 12'$'14'3" 14'$' 14'3^ 14'-3" 14'-3".On +T-2" on 17'-T 1T-7" 17'-T8'-4" B'-0' 8'-0" 8'-4' 8''1" 1g-7' 19-T 19-T 19-.018 T$• T5' TS 7-2" T-2 6'-10' +T'-T 1fi'$' +6'-9• 15$' 16'-0" 15'-0" 70'-T 10'-t' 10'-1' 10'-1" 10'-1" 11'$' 11'-3' 11'-3" it'-3' 1+'-3' 11'-3' t0'-2^ +0'-2• -2^ t0'-2• t%-z' 10'-2• -029 1D•-tD^ • 7%a• 9'$" %-18' e'$' 06-23-16 20 .024 A2011) 8'$" B'-1' e'-1' T-9' iD'-+' %B" B'-6" 91-0' 13'J' .032 12'-1" 12'_1' 12-1" 12'-T 1Y-1° 72'.1• 20 .024 12'-6' tY-fi" 1Y-6' 72'-6• 12'-8' 12'-6` .024 .024 10'-9' 70'J' 10-0• g'_g• g'-9• g•-B• IW-9" IV-9• la-T 18'-4" 9'-10' 10'-1, g••8• 9'.8" 9'-3' 9'S' 8'-11" 12'.2' +T-B' 11'$' il•-2' +t'3" iD'-T T$' T$' T$' T$' 14'$" 74'$' 14'$' 14=8' 14'$" 14'$" 13'-0" 13'-0' 75-6' +5'$' .G1B 7'4' T'-0' T-7• T-P 6'-10' - 13'$' 12'-9• +2'-9" 72'-0' 12'-0' it'-T 2D0 11=1(1` 11'-4' i+'$" it'-0` 11'-0" 1%gt 20 -�� 1 S3'-9` 13•-T' .53'-0" 13'-r sr$' DURALUNl g-9" 8'A' B'-9' B'-9" 8'-9' 8'-9' 1g'-3' 76'3" 15$' i6'I . ifi�" 16', 14'$' 14'$" 14'-6" 14'$" 19'j3' +4'$' .�0 15.8" 76'-8' 75-e" 18•$' te'-B' +e'$' IAPMO 0195 25 .024 .010 14'3' g'$^ g-0^ g•$• 8'-i" g'-1' TA' -� 15'-7" 14'-T 14'-T +3'$' 14'-1" 13'-2' 13'$" 12'-10' 13'-0^ 12'JT 12'-6' 1T-10" 10'-4' 10'-0' 10'-0' ig-0' +0'-0" 10'-0° W-8. 9'$" 9'-B" ,020(1) 11 1' 11-1' 11-1' it-T It,I" 11-1' .020 .020 10$" 10'-1' ID'$" 9'-8' S-9" 9'-0^ .032 e'-77' 8'$° 8'-3' 8'$' 7'-10' ANJ APPROVAL 9'$' 9'-2" 9'-i D' 9'-3` 5-5' 8'-11' 9'-0' 8'$" 11'-T 11'•1' 11'-1' 11'-T 71'-1' 11'-1• 5-7' 6-7" a-T B-7" 5-T 6'-T .D24 lz4r 12'-0' 12'-0" 12'-0' 12'-0" 12'-0^ .024 10'-0" 10'-0' 10'-0' 10'-0" 10'-0' 10'-4' ,024 .018 ' 10'$' 6'-1 D' 6'-7• 25 1V-0' 12'-T 5 024 ga, g g, g$• g•,3• g_3• g 3• IXi2 13'-2' 13'-2' 13'-2' 13-2" +3'-Y 13'-T .032 11'-0" 11'-0' 11'-0° 11'-4' 11 iT-0' ,032 30 T-g^ T.5" 13'-1' 12'-T 1Y-8" 12'-2' 12'$" 11'-fi' 11'-10' 1T-3• 1T-3' 70'-9' 10•-10' 1O-0' 13'-2' 12'-0' 12'$" 12'$' 12'$' 12'3' 13'-1' 13'-7" 53'd' 13' %-+• 9`4" g-1^ B-1. B4. w I" .040 14.2' 14'-2' 14'-2' 14•_2• 14,_2• 14,_2, .040 .040 .032 15-0' 14'-0" 14'-2' 13'-7• 13'-0' 13'$' 12'A' 12'-9' 72'-3" 15-1" 14'$" 74'-9" 14'-T ; %1" %2" 8�-00" 70$ 10'$' 10'-6• 70'$' 10-6" 10'-6" A20 B-31 g•-0• ga• ga,. 9,$• .020 ,gp lt) 9'-17• 9'-T" 9'-7" 9'-2' 9'4' 8'-71" TABLE 1-MULTI-SPAN REDUCTION FACTORS 9'-2• 8'-9' e'-11' B'S' 8'$' 8'•2" T$" T-70' T-6' FOR ROOF PANELS ITT 11'-3' it'$• it'$' 11'-3" 11'-3' .024 99 9'-9' %-9' 9'-9' _024 +0'�1' 10'+l' i%-0' 10'10 10'-0• 10-4^ ROOF LNEISNOW LOAD,ps1 024 9'-6' it'-0" 10'-4' 70'-6" 9'-71' 10-2' 9'-7" 9'-9" 9'-2" � 30 ROOF PANEL TYPE 10 20 25 30 40 50 30 72'$' 1Y-0' 12'$" 1Y-8' 12'-6" 12'-6' t0'-9' +0'$' 70'-9' 1g-9" +D'-9" 1D'A' 032 .032 6 -rx- 14"x0A20' - - 0.88 0.B3 0.75 0.80 .02 12'$" 72'-1' 11'-70 11'-fi' 11'$' 1T-11 11'-0' 10$" 10'-9' 10'-0' 10'-0' +0'-0' 13'-2" 12'$' 13'-0' 12'-6' 12'-T 1T-70' B g 24'x2J4"x0.018" 0.85 0.80 0.65 0.65 - ii'-T 11'-7" 11'-7" 11'-T 1+'-T ll'-7' 1Y-3' 12'J' 1Y$" 12'-3' 12'J' +2'$" ah p 0q{ 24"x2N4'x0A24' 0.90 0.88 0.70 0.85 - 13'-0" IT-4- 13'-4' 13'-0° 13'-0" 13'-0' 090 .040 '040 +4'-2' 13'$" 13'-6' 13'-0' 13'$' 72'$' 72'-7" 12'-2' 1Y-2' 7T$' 11'-9' 11'-3' 14'-9' +4'$• 24'x2�1'Sc0.032' 0.90 0.88 - 9'-0• 9'-0' 9'-0' 9'-0^ 9'-0' 9'A" (1)MULTI-SPAN REDUCTION FACTORS ARE ONLY .a20(t) B1' 91" 9'+' 9-+' " 9'-5' D2D B'-0" %-0" e'4^ a-0' a-0• e-4' .WO 5$' 8'-1' %1' '-10' T-10" T-B' T$' T_2' 6'-51• g_1• B'-+0' 8'-10" B'-T 8'$• g,_1• APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN g-5 9'-0• g$^ 9•$" 9'$" 9'$' IN TABLE I ABOVE. +0'-3• 10a• +P.3• 10$• 10$" 50'-3' 9'-0" B'-0' B-D• B-0' 9-D' .024 .024 .029 B'-70" 8'-10" 8'-7" 40 B'$' B'-3' 8'J' 8'-0" B'-1' T-10' 40 95fEL JOB O 161011 it'-0" 11•-0' ++'-0' ll'-0" 11'<• 11'4• ,032 9'-9° .�21I'-4' 12'$' +2'-7^ .032 10'-2' 9'-T g_7, g•-3' 70'-3' +0'-1' 10'-1` B'-+0' 9'-10' 9'$' PATE 08Z416 NOTE:PANEL FASTENERS 173^ 771" 71-0" toT 10 B" t0$' ARE SHOWN IN TABLES 1,2 AND 3,SHEET 4 1Y-2• 1Y-2' 1Y-Y 12'-2' 12'-2. 12'-2' 10'-T 10'-T 10'-T t0'-T t%T 10'-T 1+'-2" 1T-Y 1+'-2' +i'-2' 11'-2' 11'-2' DRAWN 9Y AT P40 .ND 13•$' 12'$' 1z•-0• it-0• 5T-1^ iY-7^ 11'$^ 1T$• 1r-2^ iRz• 10•-6• 10'-10^ t0•S OM 3 B'-Y B.Z. .D20 T_5• RS' TS' T-5^ TS' T-5' .020 5$• B•$• B_3, g_3, 8'$•. 8'-3'. CHECKED FOOTNOTE "SAMPLE' .@0(1) g•_g• 6'.5^ 6'-5' B'$° 5$" 6'-1^ T$' T-T T$' T-1" 7-1" T-1' 6'-11" g-+1' V-9" 11, FIGURE INDICATES 9-2" %Y 9''2- 9'-2" 9'-2" 9'-2" .024 B,-0• g'_3^ g,$• g•-0• ga, :024 89• BB^ 8$' 8'-9' B'-% e._g, B•$• a=7^ ea" 6'$• B'-0" %a^ PANEL SPANS TRI-V, ATTACHED FIGURE INDICATES '�4 B'-0" T-t0• T-70' T-e' 7'$' 7'-6' gg T4' T3' T3" T-t" W-PANEL& FLAT PAN FREESTANDING `�0 5-7' 9,_P9'$' 17$" %$" € 10-7' W 7' IT 7' 10'-T 18'-T 10'-T _gam .032 8'-T 8'-6' 6 - 1T$° 11'-3' t+'J' 11'J' 71-3' 11'-3' 9'-9' 9'$' 9'-9" 9-8" ,040 040 A40 _ 11'-0' 10.10" 10'-10' 10-T 70'-0' 10'-0' 9'-10' 9'-9' 9'-9' 9'-7" %-2' 3OF 50 SHciS H � J A 6 C O E F 0 L CZ� N d' p rn MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER I< w m c) FOR ATTACHED AND FREESTANDING SOLID COVERS � 1= Q a � C) rn TABLE 3 "' 0 x TABLE 1 TABLE 2 0 � Q (2) 2"x6 %2' AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH `i' "' 6 %2' ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS ¢ o 0 > NUMBER OF N0.14 TEK ❑R SMS SCREWS UMBER OF NO.14 TEK OR SMS SCREWS PE NUMBER ❑F N0,14 TEK ❑R SMS SCREWS o U) o PER FOOT OF BEAM LENGTH Q? FOOT OF WALL HANGER AND BEAM LENGTH �� PER FOOT ❑F BEAM LENGTH N z Ho rn �3 110 MPH 120 MPH 130 MPH c� 110 MPH 120 MPH 130 MPH �3 110 MPH 120 MPH 130 MPH ` rn ~ EXP. B EXP. EXP, B EXP, EXP. B EXP. C ~ EXP. B EXP, EXP. B EXP. EXP, B EXP, C ~ EXP, B EXP. C EXP, B EXP. EXP. B EXP, C 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 5' S 5' 1 1 1 1 1 1 Q�pFE551gyq� 1 2 2 2 2 2 1 1 1 2 2 2 6, 1 1 I 2 2 2 1 1 1 1 1 2 6' 1 1 1 1 1 1 1 1 1 1 1 1 ����KEoy 2 2 2 2 2 3 6 1 2 2 2 2 2 o S 5885 �, 1 1 1 2 2 1 1 1 2 3 2 2 2 2 2 2 3 3 3 7 2 2 2 2 1 2 2 2 2 2 1 1 2 2 2 2 1 1 1 1 1 1 1 - 8' 2 2 2 3 3 3 $, 2 2 2 2 3 3 S 1 2 21 1 2 2 2 2 2 2 g. 1 2 2 2 2 2 g 1 1 g 2 3 3 3 3 4 2 2 2 3 3 3 1 1 1 1 1 1 1 2 2 2 06-23-16 10' 1 2 2 2 2 2 1 1 1 1 1 1 2 2 2 3 2 3 2 3 10'2 3 3 4 2 2 2 3 3 3 10 1 2 2 2 2 2 2 2 2 2 2 3 11 1 1 1 1 1 2 DURALUNl 11' 2 3 2 3 2 3 2 q 2 4 3 4 11 2 3 3 3 3 3 1 2 2 2 2 2 IAP RALUM 12' 2 2 2 2 2 3 12' 1 1 1 1 1 2 2 3 2 3 3 3 3 4 3 4 3 5. 12' 2 3 3 3 2 4 2 2 2 2 _ 2 2 2 13' 2 3 2 q 2 4 3 4 3 4 3 5 13' 2 2 2 3 2 3 3 3 3 3 3 q 13' 1 2 1 2 1 2 1 2 1 2 2 AHI APPROVAL FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED - 6 FIGURE INDICATES FREESTANDING i{ i 6 REVISIONS y usnx wre oacaP;wx s 3 q STEL J09: t6IDi1 @ DATE 05.316 °9 k 7 DRAWN 6Y AT CHECKED GM } 5 S i PANEL SPANS TRI-V, W-PANEL& FLAT PAN i 3 6 SH 4 s i <OF 505HEEf5 A 6 C D oE O F " " H N RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C -kaN N o DBL.2"x 6 1W RAFTER 1= q m 3"x 8"RAFTER w 2"X 6 10 RAFTER z k U rn T' a� 110 MPH 120 MPH 130 MPH 'T' a� 110 MPH 120 MPH 130 MPH "T' az 110 MPH 120 MPH 130 MPH LVSL LVSL (IN.) mo IXP.B EXP.0 EXP.B IXP.0 EXP.B IXP.0 LUSL (IN.) mo EXP.B EXP.0 EXP.B IXP.0 EXP.B EXP.0 PN) o EXP.6 IXP.0 EXP.B IXP.0 IXP.B IXP.0 - ' 29'-8" 29'-6" 29'-8" 26'-9" 29'-3" 26'4. 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 22'-0" 22'-4" 22'-6" 21'-1" 22'-2" 19'-2" 1 � W W 16" 16" 16" 19'-10" 19,_10" 9'-10' 19'-10" 19'-10 19'-0" W Z o 10 .042 26'3" 26'-3" 26'-3" 26'-3" 26_3" 25'-7^ 14'-2" 14'-2" 14'-2" 14'-2" 14'-2' 13'-9" 24' 3 22'6 24'-2" 23'S" 24'-0" 21'-0" .024 13'-1" 13'-0" 1W- 12'-3" 12'-10" 11'-2" .024 24" 18'-4" 18'-3" 18,-4" 17'-3" 16'-2" 15'-8" Q 0 24" 24" 16'-W 16'-3" 16'-3" 16'-3" 16'-3" 15'-10 CD - r 21'-0" 21'-6" 21'-6" 21'-6" 2rW 21'-0' 11-7" 11'-7" 11'-7' 11'-7" 11'-7" 11'3" CD On o P 23'-0" 2T-0" 23'-0" 23'-0" 23,-0" 22'-9" 20'3" 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" 26'-7" 26'-6" 28'-7" 27'=9" 28'3" 25'-7" CC.4 — �.,-3 16" 16 16" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8" N m 21'-10" 21'-10" 21'-10" 21'-10" 21,-10" 21'-10" 18-0" 18'-0" 18'-0" 18'-0" 18'-0" 17'-7" 10 .032 20 .042 16'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 10 .032 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 23'-4" 23'-3" 23'-4" 22•_8" 23'4" W-10" rn 24" 24�� 24" 20'-8" 20'3" 20'-8" 20'-8" 20,-8" 20'-2" 17'-10" 17'-10" 17'-10" 17'-1 V 17'-10" 17'-10' 14'-8" -;F 14'-8" 14'-6" 14'-8" 14'-4" 19_6, 19,_8�� 19�-0 19•_8, 19_8• 24,-0„ 24,-4" 24'-6" 23-_g" 24'3" 23'-2" 34'_7" 34'-4" 34'_7° 33,_7" 34'_2" 32'�„ 16" 16 16" 9 25 -042 21'-6" 21'G" 21'S" 21'_2" 21'4' 20'-8' 21'19" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 042 30'-B" 30'8" 30'8" 30'-B" 30'-8" 29'-10" � QppFES510y4� 16'-1„ 16,-1" 16'-1" 16'-1" 16'-1" 16'-1" •042 W-1' 20'-0" 20'-1" 19'-0" 19'-9" 19'-0" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 26'-8" A` K �S 24' 24" 1T 9" 17'-9" 1T-9" 1T-9" 17'-9" 17'-3" 24 25'-1 25'-1" 25'-1" 25'-1" 25'-1" 24'-4" 1T-7" 17'-7' 17'-7" 17'-4" 1T-6" 16'-10" " 1 S 5885 - 5 18'-1" 18'-1" 18'-1" 18'-1" 12'-4" 121-4' 12'-4" 12'�4" 12'-4" 12'-4" 17'1}" 17'-4" 17'-4" 17'-4" 17'3" 16" 30 .042 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" 16 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 13'-9" 13'_g" 13'-9" 13'-9" 13'-9" 13'-9" .024 24 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" W-Y, .024 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 24" g�$�� g�_8„ g�-0' g,$" g�_8" g,-0„ 24 13'_T' 13._7" 13,_7" 13�_7" 13'-T' 13�,7" I I15'-7" 15'-7" 15'-T' 15''P' 15'-7" 15•_T5. OF CAl\E. 16" 15'-10" 5'-10" 15'-10" 15'-10" 15'-10" 15'-10" 16„ 15'S1-p" 15'5 0 15'S°0" 15151-0 15'S'-0„ 1 15'�0" 16" 22'21,_1"2221•_1" 21,_1" 21,_1" 21'_t"2221�'_7„ 16'-8' 16'-8" 16'-8° 1"" 16'-8" 161-T ,032 20 .032 06-23-16 40 .oaz 1z'-1" 12'-1" 12'-1" 12'-1" 20 24° 12-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 18-1" 18'-1" 18'-1" 24" 13'-8" 13'-8" 13'-B" 13'-8" 13'-B" 13'-B" 12'3" 12'-3" 12'-3" '-10" 12'3" '-9" 24 16 13'-4" 13'-4" 13'-0" 13'-4" 13'-4" 6 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 16 26'-B" 26'-B" 26'-6" 2 - 26'5' 15'-0' 15'-0` 15'-0' 15'-0" 042 i8'-i" i'o-i" i8'-1" 18'-0". i8'-1" 042 20'-0,� 25'-0" 25'-6" 25'-6" 25'-G" 25"-6" GURALUfvi 50 .042 10'3" 10'-3" 10'-3" 10'-3" 10'-3" 10'3" 15'-6" 15'-6" 15'-6" 15'-6" 114'-7- ' " 15'114!-2- 6" 24„ 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9" IAPMO 0195 24 24„ ... 11'-2" 11'-2" 11'-2' 11'-2" 14'-9" 14'-9" 14'-9" " 14,-g" - 2p'_10" 20'-10" 20'-1 p" 20'-10" 20'-10" 20,_1p" 10'-7" 10'-7" 16" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10 15,-10" 16" 11'-7" 11'-7" 1P-T 11'-6" 16'-3" 16'_3" 16'-3" 16'-1" 16'-2" 15'-8" AW APPROVAL * NOTE:SINGLE RAFTERS SPACED 16' O.C.MAY BE USED AT .024 13'-4" 13'-4" 13'-4" 13'-2" 13'3" 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED .024 8'-1" 8'-1" 8'-1" 8'-1° 24" 24"O.C.MAY BE USED AT48"O.C.WHEN DOUBLED. 24" 9'-6" 9'-6" - 9'-6" g'-6' 9'3" 9'3" 9'3" '-2" -Z' 5 141i 14-4 14.4' 14'-0" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 16" 16" 20'-9" 20'-9" 20'-9" t46 S" 20'-7" 19'-10' 25 .032 14'-9" 14'-6 25 .032 24" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 24 16'-7" 16'-7" 16W" 16'-7" 16'-7" 12'-1" 12'-1" 12'-1" 11'-10' 12'-0" 11'-7" 17'-0" 17'-0" 17'-0" " 16'-9" 16'-3" " 16" 17'-4" 1 T-4" 1 T-4" 17'-4" 17'-4" 1 T-4" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 3 16' 25'-1" 25'-1" 25'-1" 1" 25'-1" 25'-1".042 17'-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1"24" 13'-3" 13'_3" 13'-3" 13'-3" 13'_3" 13'-3° •042 24 20 " 20'-0" '0" 20'-0" 2d-0" 14'-7" 14'-7" 14'-7" 14'4" 14'-0" W-O" 20'-6" 20'-6" 2d_6" 20'-6" W-6„ 20'-6" (: E REVISIONS y FOOTNOTE "SAMPLE" mra Dare 6FbiAFi10N FIGURE INDICATES - ATTACHED FIGURE INDICATES FREESTANDING 457EL.p3i 161011 0.042" { Typ' 06ZY16 7 .024" 6. " .024' 6S" DRAWN W AT 032" .032' . .042" .042' - CHECKED GM f MINIMUM FASTENERS F * 3"x6"RAFTER *2x6.5"RAFTER *DBL.2"x6.5"RAFTERS 1 i E ALUM.ALLOY 30D4-H360R ALUM.ALLOY 3004Jf36 ALUM.ALLOY 300441360R EQUAL OR EQUAL EQUAL s 1 l _ 5 c 1 r11 5OF5D SHEETS A B C 0 E F G RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C N Lu 2"X 61/2"RAFTER cow DBL.2"x61/2"RAFTER ? H Q of zz zz LUSL T. a 11O MPH 120 MPH 130 MPH LUSL �� a'W' 110 MPH 120 MPH 130 MPH = U (IN.) viz IN. wzO O Q Q EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 ( ) o EXP.B EXP.0 JEXP. EXP.0 EXP.B EXP.C9'-9.1 9._g" 9.419� ,� 9'-9" 14'_B" 14'_B" 14'_B° 14'-B" 14'-8" W16'• 16" U >10'3" 10'3" 10'3 10'3" 10'3" 103" 14'-6" 14'-0" 14'-6' 14'-6" 14'-6".D24 24 T-6" T-6" T-6" T-6" 7'-6" T-6" .D24 24 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" Q ZO ' ' " ' ' o —to cl) CD 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 16'-7" 18'-7" 16'-7" 18'-7" 1 B'-7" m30 .032 1613'-1" 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 30 16" 18'4" 18'-4" 18'4" 18'4" 18'4" N �24" 10'-2• 10'-2" 10'2" 10'-2" 10'-2 10 Z-. .032 24 15'-3" 15'3" 15'-3" 15'3" 15'-3' ` m 10'-B" 10'-6 10'-8" 10'-B" 10'3" 10'-8" 15'-1" 15'-1" 15'-1" 15'-1" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 22'-7" 22'-T' 22'-7" 22'-7" 22'-7" 22'-7" .042 16 15,_9 . t59„ .042 16" 22._2�� 22'_2" 22'-Z" 22�_2" �5_2�' 2,_2" F�ESSIQY9<�w' 12'-3" 12'-Y 12'-3" 12'-3" 12'_3" 12.4, 18'-6" 18'-6" 18'-6" 18'3" 15'-0" 18'-6" 24" 12.-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 24" 1 B'-2" 18'-2" 16'-2" 18'-2" 18'-2" 18'-2" 2 8'-0" 8'-0.1 8'-0" 8'-0" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" T-10" S 5885 ?' 16" 9•_t" 9'_t" 9'_t" 9'_t" 9,_t, 9'_t„ 16" 12'-B" 12,3B" .024 24 6'2" 6'2" 6'2" 6'2" 6'2" 6'2" .024 24 9'-10. 9,-1 D., 9'-10" 9'-10" 7'-2" 7'-2" T_2" T-Z' T-2- 7'-2" 10'4^ 10'_4" 10'4" " 16^ 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 16„ 16'4" 164" 16'4" 16'4" 16'4" 16'4" OF CAl1F 40 .032 11'6" 11'-6" 11'-6. 11'-6" 11'6" 11'6" 40 .032 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1° 06 23-16 24" 8'3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 24„ 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9'4" 9'4" 914, 9'4" 9'4" 9'4" 13'-2" 1T-Z' 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9" .042 16" 13'-9' 13'-9' 13'-9' 1T-9' 73'-9' 13'-9' 042 S6" 1914, 19'4" i9'4" 19'4" 19'-4" i9'4" DURALUM 24" 10'-9" 10'-9" 10,-9" 10'-9" 10'-9" 10'-9" 24„ 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2 .. . IAPMO 0195 16-10" 15'-10' 15'-10 15'-10" 15L19 15'-10' T-3" T-3^ T-3" T-3" T-3" 7'-3" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 16" 8'-2" 8'-2" 8'-2" 8'-2" 8'-2" 16' 11'4" 11'4" 11'4" 11'4" 11'4" 1114" atuaarRovu .024 5'-2" 5'-z" 5'2" 5'-2" 5'-2" 5'2" -024 8'3" V4'-B" 8'-3" 8L3" 8'-3" 8'-3" 24" 5'_9" S-9" 5,_9" S-9" 5._g" 5._g,� 24" 91-4�� 9'-4" 9�4�� W411 9.4�, 91_9^ 9'-9" 9'-91, 9'-91, 9'-9" 91_9.1 14'_B" 14'-B" 14'_B" 14'-B" 14'-B" 50 .032 16 10'-W 10'-3" 10'-W 10'3" 10'-3" 10'-3" 16" 14'-0" 14'6" 14'-6" 14'-6" 14'6"7'-0' 7'-0" 7'-0" 7'-0" 7'-0" 7' „ 50 .03224" 24 11' " 11'-3" 11'3" 11'3" 11'-3" 4" 8'4" B'4" 8'-4" 8.4" B'4" 11'-10" 11'-10" 11'-10" 11'-10" 11'-1011'-9" 11'-9" '-9" 11'_9" 11'-9" 17'-9" 17'-9" 1T_9" 17'-9" 1T-9"D4216F>" 12'-6" 12'S" 1Z-6" 12'-6" 12'-6" 042 16 17'-6" 17'-6" 17'-6" 17'-6" 17'-B" 24" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 24" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" " 10'-2" 10'-2" 10'-2" 1p'_2" 10'-2' 10'-2" 14'-3' 14'3" 14'-3" 14'-3" 14'-3" 14'3" REwswHs wra ure wxRvtcx � a FOOTNOTE: 'SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING I asm�0ee 1s1071 ] .024" 6.5 .024" B.S• GA're 06uts .032' .032" DRAM BY AT 0.042 .0&' CHECKED GM i - -30—I— RAFTER SPANS FOR 1 z.6" D Nnx za' OPEN LATTICE 9 2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS COMMERCIAL& PATIOS 5 ALUM.ALL BOCE-HMB ALUM.ALLOYW0 MBOR ' OR EQUAL EQUAL i SH - 6 BGF 50 SHEETS ) A B C D E F G H ° HEADER BEAM TYPES 1.52" GUTTER ` L:I CD EXT.CLIP F C4 ED L17 1 , 0.3175 W CND OM 1.79" SPLICE 1 f ~ Q rn Z2 GA. INSERT AWM.S' '~` O WHERE ASTM A653 G5 WHERE SPLICE OCCURS GRADE 50 G60� 3.0" OCCDRS ALLOY O WHERE ' c M SPLICEq3.C OCCURS I cr� W LL 6.$" 2. 7" WHERE I .032" 6.656° 7.0" L! W ] _ 4.6° ALUM. 0 73" OCCURS 4.0° I 0.110" Q Z o 0.075 " On0,7P0" 0.065" F•-3.0"--I 11P. ED - .038' IYP. 2.04" I TYP. o ui o z 2. 8" I Q CO - ML__________J3" SQ.x0.032"ALUM. BEAM0.375 N W/ 12 GA. STL. "U" CHANNEL d- 2.93' Do" E ASTM A653 SS GRADE 50 G60 3.0" 4 0" 6.5" ROLLFORM �1 GUTTER FASCIA MAG BEAM ��1 4" I-BEAM 4.5" MAG GUTTER 7" 1-BEAM QRpfEsslgyg7 ~ ALUM.ALLOY B ALUM.ALLOY V ALUM,ALLOY D ALUM.ALLOY . 25" F ALUM.ALLOY 6063-T6 t� K ( F:. 3004-H36 6063-T6 6063-T6 6063-T6 "C" INSERT ��•� �O/-Yj1m 6 G ALUM.ALLOY 6063-T6 S 5885 r` Is T=12 OR H WI (2)"C" INSERTS 14 GA ALUM.ALLOY 6063-T6 7.875° ASTM A653 SS GRA.042"/ 6.5 GOO DE 9NOTE: OF CAl\E�`` WHERE'C'INSERT OCCURS AS SHOWN IN p.032° g,p" 8.0" SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16 TYR 0.042" p,p42" FULL LENGTH OF THE 7"I-BEAM. < TYP. TiP. 0.625" NOTE: ' DURALUM I--2 p +^ �20•'I 2.875" EACH HEADER BEAM TOP BOTTOM FLANGES SHALL BEDCUTAT IAPMO 0195 3"X8"XO.O42" BEAM EACH INTERIOR COLUMN WHERE 3 DBL. 2"X6.5"XO.O42" OR MORE COLUMS OCCUR.DO NOT W/ 14 GA. STL. INSERT CUTFLANGESAT END COLUMNS. ALUM.ALLOY 3004-H36 4---3.0"--I AIU APPRDvnL OR EQUAL ASTM A653 GRADE 50 G60 DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3'W'W.042" BEAM 5 'J ALUM.ALLOY3D04-H36 K ALUM.ALLOY3004-H36 L ALUM.ALLOY3004-H36 W/ 12GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE14 GA.STEEL INSERTS SHOWN IN OCCUR AS SHOWN IN THE SPAN TABLES, I THEY SHALL BE INSTALLED THE FULL LENGTH t 3 OF THE 3"x8"BEAM. T=12 OR 14 GA COLUMN / POST TYPES ASTM A653 SS 6 GRADE 50 8.0" G50 =3"SQ.xt=0.188" REVISIONS .042 H =3"SQ.xt=0.250" TYP. OA24' 0.032' 0.042 ( =3"SQ.xt=0.313" o LAsnO J =4"SQ.xt=0.18B" 6.5" PLUGS K =4°SQ.xt=0.250„ 4SM JOB 1s1611 7 MAX. 0 5- ALUM. DATE W2i16 DBL. 3"x8x0.042" BEAM �" 048' STEEL EA. ' OMWNB AT W/ DBL. 14 GA. STL. INSERT 30 3.0" , O ALUM.ALLOY 3004-H36 .28' 3.0 CHECKED cm OR EQUAL .032' I 0.075" OR i ALUM. I-�2.0"--H---3.0"�I---2.0"-i TYP. 3.0" 4.0" 3 DBL. 3"x8x0.042" BEAM ��30"� W/ DBL. 12 GA. STL. INSERT -3•p"-� - t I HEADER BEAM TYPES, _- II COLUMN / POST TYPES E t' ALUM.ALL OY30D4-H36 �3"SQ.ALUM POST �1,, 3" SQ. ALUM. POST 3" SQ. ALUM. POST e OR EQUAL ALUM.ALLOY 3DO4-H36 �' ALUM.ALLOY 3004-H36 3.0" OR 4.0" � WITH SIDEPLATES MAG POST NOTE:WHERE 12AND 14 GA.STEEL INSERTS OCCURAS HEIGHT LIMITED TO 3"SQ. STEEL POST ALUM.ALLOY 3004-H36 E ALUM.ALLOY SQ. STEEL POST C �J _ '] ' SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 10'-0"MAXIMUM. J n I THE FULL LENGTH OF THE 3"xB"BEAM. ASTM A653 GRADE 50 CP60 OR EQUAL 6D63-T6 ASTM A500 GRADE B ss 7 OF 50 SHEETS 1 F G N I J A B p p E R p CD I Nr EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS N N L0 ' Lt1 aD m 3/16"STEEL NOTEi BRACKET CAN BE r` ai NOTE:WHERE COVER CONSTRUCTION INCLUDES F102C11ID"3qT COVER 0 1/4"O HOLES,TYP. LOCATED ANYWHERE ON EAVE ~ Q A34 FRAMING ANGLE DETAILA OR B.SITESPECIFIC ENGINEERING IS PROJECTION 8" '- (..� m SEE TABLE2 REQUIRED TO VERIFY ADEQUACY OF THE EXISTING D NOTE:PROVIDE WATER ,�,..,, STUD WALL FRAMING WHERE ONE OR MORE OF THE >18' p NP.BRACKET PROTECTION. ANDSLErAL IASHING WFASTENERS,SEE TABLE3 AT EVERT 2x CAucKJ01NiS AND SLOPE FOLLOWING CONDITIONS OCCUR: >14' B Oo TO DRAIN(OPTIONAL) Of O Lu R.F.OR EXT.HANGER O EXISTING EAVE ALLOWABLE PROJ.TO BEAM ` W CHANNEL,2X OR 3X OVERHANG SEE TABLE 1 U Z Lo RAFTER BRACKET LEDGER OR WALL HANGER (24" aSOREaBTEWM Q Q WITH FASTENERS 1114" c, - <- PERTABLE5384 � � ALUM. PANEL 2X OR EXIST.RAFTERS AT L- CONCRETEWALLOD STUD R RAFTER O 3x ALUM.RAFTER 24"O-C.AT ROOF 1" MIN. (3)#14x312"W. N V EXIST.FASCIA BOARD OVERHANG 3 ALLOWABLE PROD. EXISTING EAV 2X FULL DEPTH WOOD SCAB, 1' MIN TO BEAM OVERHANG WHERE OCCURS, NOTES PLACE •SIKA FLEX' OR SIMILARAND NOTE BRACKET MAY BE SEE TABLET (24'WX) SEE TABLE2 MATERIAL BETWEEN BRACKET AN➢ MOUNTED BELOW RAFTER COMP. SHINGLE ROOFING TO PRDVUL WT SAME CONNECTION'S. Q�,(JFEBB ILI'Jq( A EAVE CONNECTION WALL CONNECTION ALTERNATE EAVE CONNECTION � ���K � L EXISTING ROOF OVERHANG ➢ESIGN LOADS, B NOTE WALLLEOGER IS NOMINAL LUMBER SIZE 2"x6'(AT2"xBYi (i 2 RDL = 3 psF (KIN) TO B psF (MAX) RLL = 2p, 25, MINIMUM RAFTERS).NOMINAL 2'k8'(AT 3"xe"MINIMUM RAFTERS) NOTE THIS DETAIL IS LIMBED TO RESIDENTIAL IN5TALLPSIONS WfTHAlOpst MAXIMUM DESIGN LOAD. 55885 30, 40, & 50 psf OR KILN-DRY WOOD-FILLED 2"x6)S'OR3"xB"ALUMINUM SECTIONS. 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS HORS INSTALLED TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b INTO OCONCRETE WALLS OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS0F 0AL1F EXISTING MAXIMUM PROJECTION COVER NUMBERANDTYPE FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LL/SL OF FASTENERS 06-23-16 LUSL OVERHANG 110, B 110,C 120,B 120,C 130,B 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL #• 0 sIMPSDN STRONG-BOLT 2 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'4" 20'-7" zi 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' D.C. (D,b) ¢I- WIND SPEED WINDSPEED WINDSPEED WIND BPEED 'fJIND SPEED —WINDSPEED 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-T' 25'-4" 21'-Z' s (EXP B&C) (EXP.B&C) (EXP,B&C) (EXP.B&C) (EXP.B&C) P.B&C) yz• 0 SIMPSON STRONG-BOLT 2 DURALUM 2'k6'�FULL OR _ 20 ss A7 48• D.C. tn,m 10 26'-0" 26'-0" 2fi'-0" 26'-0" 26'-0" 26'-0" IY 110 120 130 110 120 130 11D 120 130 110 120 136 110 120 130 110 120 130 IAPMO D195 2'k8 NOTCHED ° 2"x8"FULL OR 26'-0" 26'-0" 2fi'-0" 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) fA) fA) (A) (A) (A) (A) 25 SS AT S 8' D.C. Ca,6)G-BOLT 2 2"X10"NOTCHED 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (8) (B) AFUAPFRw0.t 2"x 4"FULL 26'-0" 26-0" 26'-0" 25,-2„ 26-4„ 20'_7" 7- (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 W 0 SIMPSON STRONG-BOLT 2 2"x 6"NOTCHED 26'-0" 2W-O" 26'-0" 26'-0" 26'-0" 26'-0" SS AT 36. O.C. Cn,b) 2"x6"FULL OR 8' (A) (A) (A) (A) fA) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (13) (B) (B) s 21) 2"x8"NOTCHED 26'-0' 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 'g, (A) (A) fA) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) )f• 0 SIMPS13N STRONG-BOLT 2 2"x8"FULL OR 4() SS AT 36' O.G <n,b) 2x10"NOTCHED 264' 25'-D" 26,-0" 26,_0„ 26'-0" 26'-0" 10, (A) (A) (A) (A) (A) (A) (A) fA) (A) (8) (8) (B) (Bj (B) (B) (B) (B) (B) i 2"x4"FULL 26'-0" 26'-D" 26'-0" 25'-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (6) (B) (Bj (B] (B) (B) (B) (B) (B) (B) (8) 50 S ATS 241'SOC STRONG-BOLT 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) 25 2"x6"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER 2"x8 NOTCHED AND ROOF PANEL RAIL TO FASCIA 2"x8"FULL OR FOOTNOTES TO TABLES 3&4: 2"x10"NOTCHED 26'-D" 26`-D" 26'-0" 26'-0" 26'-0" 26--0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING Q, EMBED ANCHOR 3' MINIMUM ° (C) - (2) Y4' DIAMETER LAG SCEWS REmsIONs z"xa'FULL 16'-0" 16'-0 16--0" 16--0" 16--0" 16'-0" (D) - �6' DIAMETER LAG SCREW INTO CONCRETE WALL AND 2"x6"NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" - (E) - % DIAMETER LAG SCREW INSTALL IN ACCORDANCE WITH ESR-3037 30 2"x6"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2"x8"NOTCHED r b, USE 3' SQ,HE STAINLESS 2"x8"FULL OR ¢= 10 PSF L.L. � 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. STEEL WASHER WHEN 2"X10"NOTCHED 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" 26'-0" FI- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED INSTALLING NEW WOOD m (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) LEDGER AGAINST EXISTING 4 STELJ°BB 1&1OM 2"x4' FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" a CONCRETE WALL, �� ebu16 I- 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x6"NOTCHED 15'-6" 15'-6" 15--6" 15'-6" ILE 15'-6° 5' (C) (C) (C) (C) (C) (C) (C) (C) (Cj (C) (C) (C) (D) (D) (Dj (D) (D) (D) c, WHERE ROOF PANEL RAIL �] 40 2"x6"FULL OR 19'-0„ 1W-6" 1V-8" 19'-6" 1V-6" W-6" OCCURS, USE Jrk' DIAMETER DRAWN BY AT j 2'kB' NOTCHED 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (Dj (D) (D) (D) (D) (D) LAG SCREW IN LIEU OF (2) GM 2'k8"FULL OR D D D D cHECXED 2'k10"NOTCHED zs-0' 2s'-D° zs'-0' zs'-0" zfi'-D' 2s'-D' T (c) (c) (cj (c) (c) (cj (c) (c) (c) (D) (D) O O O O (D) (D) (D) y4 DIAMETER LAG SCREWS. t 2"X 4"FULL B'-11" 8'-11" 8'-11" 8'-11" 8'-11" 6'-11„ 8' (C) (C) (C) (C) (C) (C) (0) (0) (0) (0) (D) (D) (0) (0) (0) (E) (E) (E) $. EXISTING EAVE 2"x W NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-V 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) CONNECTION DETAILS 50 2"x6"FULL OR 15'-3" 15'-3" 15'-3" 15'3" 15'-3" 15'-3" 10, (C) (c) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x8 NOTCHED if (C) (C) (C) (C) (C) (C) (D) (D) (D) I (D) I (D) (D) (E) (E) (E) (E) (E) (E) B 2"x8"FULL OR 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" C Q ` 2"x10'NOTCHED 12' (C) (C} (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) v (, B DF W SHEETS A a O D E F a G R I J CV HANGER CHANNELS AND MOUNTING BRACKETS o FASTENERS, T=.060" TYP.^1r N N O 2,740" SEE TABLE 3,SHEET 4 L < cv7 ( F m U FASTENERS, .078 O O a 30D" 3' 1.50" SEE TABLE 3 SHEET B _ T=.060" N ' LIJ u- .63 " FASTENERS O 6 LU z O Cl),O6 " .25"R ,OS' ALUM.3004-H36 SEE TABLE 3 SHEET 8 L Q ZLo .010"x90" .202" FASTENERS, 0 „ 1$0" (2) AA. SEESHEET4 A m o m .563" .281" _ _ .200 A _ CZ) o a m Q CONTINUOUS A-RAIL O N ROOF PANEL (WHERE OCCURS) - \ .� 2 T° o FASTENERS _ _ S, SHEETB FASTENERS, SEE TABLE .060" 0„ FASTENERS, w ALUMALLOY SEE SHEET 4 6063-T6 1.BB0' SEE TABLE 3,SHEET 4 ALUM.ALLOY AL6063 L Y AL 6063T6Y 6063-T6 Q�FESS F� OC OHANGER/ w o ROLL FORMED O EXTRUDED CONNECTION I.R. HANGER "H" BRACKET S 5885 � HANGER a NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED OF CAO1 AT ROOF LOADS EXCEEDING 30 psf. 10#LL=(2)#14 SMS EA.SIDE )BEAM SPLICE TO (3)Y2"0 LAG SCREWS 1 1/2" 20#,25#,30#LL=(3)#14 SMS EA.SIDE ,)OCCUR DIRECTLY OVER 5/8"0 PLASTIC 06-23-16 40#,50#L.L=(4)#14 SMS EA.SIDE I POST.NOT PERMITTED PLUG WHERE #14 SIDS, — @ 2-POST UNITS SCREW IS INSIDE J 3 PER SIDE 3/4" OR 1 1/2" @ 6 SCREWS 1" PER SIDE 'S #14 SMS MAY _ BE USE AS DURALUM a Q t 2"x 6 lie'OR 3.5" 35 ALTERNATE TO _ 37 ` I 5"MIN. 3"x 8"ALUM. ' 1/4"0 BOLTS 3" IAPM0 0195 p 1 RAFTER 3.5" 3.5" . . B"BEAM U) 3 3/4_OR 11/2___ .5" U APP ROVALS. .5" NU r 3"x8"ALUM. — — 0 OR 0 HEADER U-BRACKET u 1" EXISTING WOOD STUD FRAMING SEE NOTES 1 61/2"SIDEPLATE EA. 3"X8"ALUM. (E)STUCCO BELOW i I SIDE SEE POST SCHED. s 2 1¢" (E) STUCCO 2 EACH 114"0 x 3-1/2"LAG SCREWS L.L.=10 psf RAFTER 2 EACH 112"0 x 3-1/2"LAG SCREWS LL=20,25 and 30 psf #14 SMS EA.SIDE SQ.POST BETWEEN SIDE PLATES \PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2"LAG SCREWS LL=40 and 50 psf TOP,MID HEIGHT 3" i (2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3 NOTE: LENGTH OF LAG SCREW SHALL PROVIDE SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 THREADED PORTION OF SHANK COMPLETE NOTE:USE FTER SPACING EXCEEDS EXISDTING STUD SPGER WHERE ACING.SEE TABLE 3 SHEER B. PENETRATION INTO EXISTING CORNER STUD. BEAM TO POST CONNECTION 8 ° HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 REVISIONS IB moot are la R-. I 1 112"OR 2"LATTICE #B S.M.S. #8 S.M.S.EACH SIDE ALUMINUM MEMBER WITH DBL. 3'xB'x0.042 BEAM EXISTING WOOD FILL OR OR DBL. 2'x6.5'x0.032'/0.042' ALTERNATE 1/2" DOUBLE RAFTER- LATTICE 1 1/2"OR 2° SHEATHING NOMINAL LEDGER BEAM BOLT CONNECTIO PLAN 2 (NEW OR EXISTING) ALTERNATE: SEE NOTE,DETAIL B, 4414 S.M.S.EA CH SHEETS ° RAFTER TO COL. 4 am JOB. 161911 d CONNECT.(8-TOT.) 7'x6.5"OR 3"x8"RAFTER F ALTERNATE:1/2"BOLT DATE 11 FASTNERS,SEE TABLE 3, 5/8' 0 ACCESS DRAMBY AT fb 7 ALTERNATE: SHEETS HOLES GM ' os•o s• (2)-#14 S.M.S.EACH RAFTER INSTALL 6 - n14 cx5cx6D 1' TO COLUMN CONNECTION X (4-TOTAL) d. ' SO. POST LONG S➢S @ EACH ; D : 3 HEADER TO HANGER CHANNELS AND TX (24') ALTERNATE INSERT ATTACHED OR (2)-2x6.S'OR - ALTERNATE: EXISTING COLUMN BRACKETS 3"x TSTLPOST COLUMN (2)-3"xB'HEADER e (2)-2%6.5"OR(2)-3"x8"HEADER 1"STUCCO OR EQUAL C12 FASTENERS MOUNTING BRA "s FOR FREESTANDING ALTERNATE: 2.5"PENE.INTO EACH WOOD STUD PER (2)-1/2'BOLT 3"x3"x0.024" (1)-12"BOLT OR CONNECTION) 2"x 6.5"SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER (� a EXIST. STUCCO/ LEDGER O DOUBLE HEADER TO O S H — DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 ATTACHMENT DETAIL COLUMN DETAIL 90FSOBN- c J E F G o R O A B D O " 1C� O " W O CoCO t COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS [7 o w m � Qc3i U) - 0 � Ui> � W > — QZLo - TABLE 1 ch TABLE 2 o Ln o a co — ATTACHED ONLY ATTACHED AND STEEL POST ONLY: w m USE POST TYPE 2 I FOOTING &ANCHOR BOLTS i F,G,H,I,J OR cm FREESTANDING 'T•'BRACKET g 3•SO.POST ALTERNATE FTG. 1 W/(4}#14 SMS EA SIDE OF POST ALUM."T"BRACKETUSE WITH OR 12"M.B.THROUGH POST p05T POST TYPEB,C,D,ORE. SINGLE Po3Ts DUBESRE GOWDEEP 'DUBERG. FOOTING SIZE EMBED. POST - BOLTS 78' 1B'SQ. 72" 120EPTH OF STEELY BRACKET OR 9'SQ. B 1 Tm' 2D" 27'SO 1T FOOTING OR ) I BASE PLATE USE WITH 1T-22•CUSED(1) (z) 12'MIN.EMBD. I 1 I POST TYPE B,C,D,E,F,G,H,J ORK �• 25•SQ. 16' SEETABLEI 23'&24-CUBED II) (2}12-0 3114• F1.1'j•: i W (2)-318.0 STRONG-BOLT 2 SS 24" 28•SO. 20' = ED a S 5885 EA.BRACKET TO SLAB. G tla• 26' 32'SQ. 23' •` ri f 912•MINIMUM DISTANCE TO 2s-30'Cu9EO(2) N}1a7B 25' W 3 EDGE OF SLAB. 28" 35°SQ. 33'MINIMUM DISTANCE FROM 31'-34^CUBED(2) (} 4• ;'; •'•; w a I.,..NB•0 3p• 39•SO. 2� VJ SLAB CRACK TO COLUMN. - . G 32' 43'SQ. 3D' 1 72"OM.B. •• " ' (1%"MIN.EMBEDMENT) .o 43fa• 17• ". b.•.•.• a ¢ OF CAL\F %•-3S CUBED l2) I4N'eo y1. 47^SQ. 32" x9'LONG.1' '{ t`�,•.:.: WO m D a FROM END POURED CONCRETE qp•-gz•CUB ED(2) (a}3rare 4y4- 36" 57'SQ. �' OF POST •?•: ••'•.'• ? 06-23-16 SLAB SHALL BE IN FOOTING SEE TABLES 37' POURED SQUARE,SEE FTG. • GOOD CONDITION NOTE: BOLTS SHALL BE SIMPSONSTRONG90LT255 38• 55°SQ. FOR SIZE (ICGESESR-3037) 40' SO. CONCRETE SCHEDULE IN BFAM 31M" MIN. SEE FOOTING 1)MAY USE ErtHERSTEM T BRACKET OR FOOTING SPAN TABLES 0 az• sIN BEAM SPAN TABLE ALTERNATE FREESTANDING BASE PLATE a,,„ B DURALUM SQUARE FOST EMBED. IAPMO 0195 POSTS TO CONC. FOOTING 2)REQVIRE9VEEOFA TEPNA E R ESTANDING O INTO FOOTING EXISTING SLAB O BASEPLA E. OATTACHED COVERS ONLY ATTACHED COVERS ONLY AHl APPROVAL (3)•314"0 BOLTS FOR POST TYPE F,G,H,I,J&K 1445' 3"OR 4"SQ. INSERT " x 0.188" ASTM A500 t GRADE B STEELT.O. (4)-SS316 3WO STRONG-BOLT 2 SS STEEL PER ICC-ES ESR-3037 (4 314"'EMBEDMENT DEPTH) REVlsrons BNtt MT6 BgwBminx 5 ALUM.ALLOY 3.00" OR z�-�— 6063-T6 2.40" NSERTTO CL 7/16"0 HOLE 2 FLANGES BASE PLATE 3/16" 1.375" FOR 3I8"MB 56„ 2 118"APART 0 ASTM A500 GRADE B 2.5" POST q q yTELJ08575" 1.tzs"0 INSTALL 1Yz"x 1Yz"x Ya"HOG INSERT DATEWASHER PLATE AT ANCHORS 75" .75" BASE FLAREB TO 3WIDE EA. 9"SQ.X 5/8"THK. AT 1'`7" SIDE OF FLANGES THK.BASE PLATE.60" TYP FOR3"POST, ASTM A500 GRADE B STEEL) CHEpKSD GM 1.75' ( 1 Ya" ,1.5 USEFOR3"OR4' 4"WIDE FOR 4"POST 1Ya" 090"TYP. STEEL POSTS 6.50" �1-7116"0 HOLE COLUMN 1 POST SURFACE INSTALL 1Yi x 1Yz"x Ye"HDG &2-3/8"HOLES WASHER PLATE AT ANCHORS rk2-5116"O HOLES TYp,Eq.SIDE WELDED STEEL BASE PLATE 1O MOUNT AND FOOTING a FORI3DMPH EMBEDMENT DETAILS NOTE:CONCRETE SLAB ANCHORS SHALL BE NOTE:CONCRETE ANCHORS ARE SHOWN IN TABLE I. B3ADIAMETERSIMPSONSTRONG-BOLT2SS ALTERNATE FREESTANDING �� _ 10 3 (ICGES ESR-3037) BASE PLATE ANCHOR ALUM "T" BRACKET C STEEL 'T' BRACKET D 10 OF 50 SHEEfS J _ I G H==I[T � E P CV " NZt IATERAL FORCE RESISTING SYSTEM LFRS FOR ATTACHED COVERS 4 F Q ml Y OOCUR DIRE SPLICECTLY OVER 516"0 PLASTIC CJ 1 I POST.NOT PERMITTED PLUG WHERE IJl O O 6 SCREWS I C 2-PO6T UNITS SCREW IS INSIDE c. W lEA. I #14 SMS MAY W .5" BEUSEAS U z JLo 3.51' ALTERNATE TO ¢o O 114"0 BOLTS m U) LIj 3.5" m Cn o - B"BEAM N m 5" IL 2"X6.5"X0.032" SIDE PLATES m 110 MPH 120 MPH 130 MPH 6112"SIDEPIATE EA.SIDE SEE POST SCHED. ,r�FEXP. B EXP. EXP. H EXP. EXP. B EXP. C "'3 3 #1 Rn� 5' 2 2 2 3 TOP,MID HEIGHT 3"SQ.POST BEf BETWEEN SIDE PLATES K w� y " AND BOTTOM. co 6' 2 3 3 3 3 4 POST SCHEDULE �� S 5885 7' 2 3 3 4 3 4 3"SQ.x.032"+(2)-2"x 6 1/2"x 0.032" 3"SQ.x.032"+(2)-2"x 61/2"X 0.042" . ' B' 3 3 3 4 4 5 W/(6 ON S.M.S.EACH SIDE. m USEB)ONICONCSSLAB ORIFFOOTING. USE ON CONC.SLAB ONLY 9' 3 4 4 4 4 5 BEAM TO POST CONNECTION 21 OF CALLED 10, 3 4 4 5 5 s 06-23-16 11' 4 4 4 5 5 6 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 12' 4 5 5 6 5 7 COLUMNS(SHOWN AT LEFT)ARE NOT SPECIFIED 13' 4 5 5 6 6 7 (E) STRUCTURE DURALUM 2"X6.5"X0.042" SIDE PLATES IAPMO 0195 5 110 MPH 120 MPH 130 MPH 1 C LU Ni 3'k 'xD. 2" I(2)2"x6 5"x0 42"SID PLA ES. EXP. B EXP. EXP. B EXP. EXP. B EXP. C _ SE AN AHJ aPaaovu 5' 2 2 2 2 2 3 3 ROLL-FORME➢ DR C LU NZ PE Sp N T Ell L 3 6' 2 2 2 3 INSULATE➢ ROOF PANEL OR ,4 I TERLOCKING SEAMS, TYP. �q�v GO PROJEC ON, P _ 3 3 9' 3 3 3 4 4 5 coil, o c <G 10' 3 4 4 4 4 6 �FpRaFRc MN 11' 3 4 4 5 5 6 Mfh� 12' 3 4 4 5 5 5 5 Renswws 13' 4 5 4 6 7 t ROOF PANEL ATTACHMENT xau a16 arscaPODx � 6 NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS LENGTH L AS SHOWN ON SHEET7.SEE SHEET 7 FOR POST TYPES. i ROOF PLAN #14 SMS 2 32' D.C. �. FASTENERS, 4 MIN, PER EACH JOINT SEE SHEET 4 /SIELJOBI 161011 #14 SMS 9 32' D.C. MAX. DATE 0B2416 WALL RD K) LL-FORMED I4 MIN, PER PANEL INTERLOCK) OR IRP DRAWN BY AT HANGER CHECKED GM � LL-FORMED LATERAL FORCE JPANEL ALUMINUM SK71NS ZRP TOP L BDTT. 1 24' RESISTING SYSTEM 1 FASTENERS, MIN. NUMBER OF SEE SHEET 4 INSULATED ROOF PANEL REQ. COLUMNS 's � ROLL-FORMED PANEL INTERLOCKING JOINT ; ROOF HANGER \J INTERLOCKING SEAM ^ a , B `v no=:0 sr_�s E F n G e H I J l^ O A 6 c D C BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS n' o BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 i o N LS SPLICE DETAILS 11 w < M OPBONAIDECORATIVEFASRZ) L' ::) Q CA FULL MOMENT (WOOD,ALUM.OR HAROSOR0) � O rn 7 SIMPLE SPLICE 24" X B" 7"1' 6' •1" B' 1"1 3" 5' (2)#705.M.5.(aJ EA. (12)-CW x1R"S.Ms.EACH SIDE OF 3' � � O � VALLEY,TYP. SO.POSTE:TOTAL) LD ALTERNATE:114 O 6 OS wl WASHER /EA SIDE OF 3-SO.POST Q z O .10S.M.S. II (24 TOT.6. I III// �a TOT (24 TOT TYP. THICKNESS TYP. THICKNESS=.035 R 6.36 w I. O � O II =__ T + it + + t+ t t 11 t+ +t + Nco [h o a0' w .'!5 i ° I �' 2 ALUM.ALLOY 3004-H36 ALUM.ALLOY EXTRUDED 36 =_= OR 6063-T5 FOR EXTRUDED I I +' I� OR 5063-T5 FOR EXTRUDED L—.3 3"SO.PoST NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR I z.Js• AT ANY LOCATION EXCEPT AT END BAYS NOTCHDEDT FLANGE Q�FESS Igyq/ IN ALTERNATE INTERIOR BAYS I-BEAM ALUM ALLOY AS NEEDED TO CLEAR SPLICES ROLLFORMED & EXTRUDED FASCIAS 6061-T6)A TERNATE I I SO. OST.CONNECT-51B_WEB �� per_ Fw. STL C-BEAM TO U-BOLTT VVI S -BE 4.C14x 12's.Ms.EACH SIDE OF 3' NOTE:IF SPLICE OCCURS AT ALTERNATE INTEo RIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. 7HRU-BOLTS @ 4"1-BEAM, so.POST('7TOTAL7 i TOTAL=(8}1/2"080LTS AND(3)-5!B"OTHRU BOLTS ALTERNATE 1Ia0 oLT wI WASHER Q m SQ.PORT @T vBEAMS EA SIDEOF 3"s0.POST S5885 A — I r 1 OD IImGB FASCIA O J OP 3'SO.POST MAG BEM1 J O r ° OR.240' 1 J'SO.STL SEAM OF CAl1F� 2.ao' 15 SPLICE WHT 4" 14 RAFTER "TAIL" TO GUTTER OCCUR D H - BRACKET TO POST 06-23-16 . NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf 3"x 6"x.042"BEAM, ROOF LIVE AND SNOW LOADS 3"SQ.STEEL OR DURALUM ALUM.ALLOY MAG BEAM. y 6063-T6 16° 1" "L" FASTENERS IAPMO 0195 4"I-BEAM S, 01 MOMENT C-SPLICE 2'-0" 6-#145D5 FASTENER TO FASCIA-SEE TABLE NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS.A SINGLE I2"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. g_U^ 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE AHJ APPROVAL 4' FASTENER SPACING=314" ATOPTIONAL OVERHANG ICE TUBES AT OVERHANG 1. 5' #14 x 1/2"S.M.S.TOP - 0 0 (6).#14 SDS @ EA.SIDE &BOTT.(2)-TOT. 0 TOP&BOTT.TOT=24 0 I 00 - IjFASTENER 610 S SPLICE WHERE G, ROOF PANEL_-- _ _ 00 GROUP __-- S OCCURS 11" ROUFORMEDOR 00 - Typ O EXTRUDEDGUTTER ALUM-BRACKET X p o ° F #14 S.M.S.@1 € 3"X 3' ALUM.OR FASCIA ?; STEEL POST 6112"z2"x.02q 2" i" "L"SEETABLE ALUM.ALLOY 16 1 RAFTER REVISIONS g 6M.AU 3-0 17 "wwc vrt OE5C6PiIaM 7" I-BEAM MOMENT C-SPLICE LATTICE TUBE TO RAFTER 16 III III BRACKET - RAFTER TO BEAM 1 %Z' SQ. OR 2" LATTICE TUBE Pi 2"x3" LATTICE TUBE P2 3.125"FOR 3 x RAFTER 2.125"FOR 2 x RAFTER btml 3 a sTELJOa: 1 112"SQ.,2"SQ., z OR 2"x3"LATTICE t=.040"@ 6063-T6 oszl,ta , 1 112 DATE ALUM.ALLOY 3105-H25 s ALUM.ALLOY 3105-H25 #5 x 2"SMS,21/2" @ 3"O.C.MIN. ' OR 3 1/2",TYP- UP TO 6"O.C.MAX. Dw,wN ev AT 1.5011 1.50' CHECKED GM .2Bn — — - (6)-#14x�q'TEK SCREWS �/2' MIN. Zg" 1 3" 2' _ — — — — — BRACKET TO RAFTER 1° BEAM TO POST & ' F_p18„ L��—o18' RAFTER ° LATTICE TUBE TO ° i lu�-I r u p RAFTER CONNECTION s :4 DETAILS i 2.760 S H - 12 (6)-#14x W TEK SCREWS E BRACKET TO BEAM v 0 130F5D SHEETS `I I � wo � 0EACD LO HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS W > o T CLEAR SPAN Q TRIBUTARY WIDTH TABLE O.H. CD o CLEAR SPAN (FT.) o C,4 � c� 9 t0 11 12 t3 14 15 t6 17 18 19 20 27 8 8 1p 10 11 6 6 9 9 TRIBUTARY= h 6� z 0 3 4 4 5 5 7 7 11 12 g 9 10 1D 11 1125PAN+O.H. 10xz4 _ _ TRIBUTARY ONMULTIPLESPANS IS5� NP NP NP NP NP TOCENTERSPANTOCENTERSPAN � O� 55885 -k 3 NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED OF CAL\F� 06-23-16 DURALUM 4 IAPMO 0195 NiJ APPROVAL 5 1 3 S FAN BEAM 6 z REVISIONS wax nre mscw N x FAN BEAM(19--0"MAX SPAN) FAN BEAM 2° FAN BEAM J HEADER 21/2° 21/2 45MJOB: 1s1ot1 € T=.075' 2 1/2° I` G. O CEILING FAN AND/ TYP. 06b16 " Z OATE 9 w OR LIGHT FIXTURE } (MAX.30 Ibs.) \ #14 x 3 1/2"S.D.S.SCREW #12 S.D.S.SCREW AT DRAWN BY AT HANGER CHANNEL 1 w AT BEAM cHEMD Gm FAN BEAM ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL r ALUM. ALLOY 6063-T6 HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS i 3 SH - 13 130E SB SHEETS 1 J G H t�� E F V O A L D d e � O ATTACHED&FREESTANDING SOLID COVERS N CD n 25 BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS 10 PSF LIVE LOAD- 110,120,130 MPH-EXP. B&C 1-Uj- m co 1 A 6.5"ROLLFORMDO 0 7:) Ca) m 1.52" O Q .61" EFTNCLEIR 1 79" ATTACHED SOLID FREESTANDING SOLID ¢x I[ W LU LU LL- MAX.COL r� MAX,p05T FTG. MIN. MAX.FOST FTG. MIN. �O N U Z Lo O sPucE i SPACING D' SPACING (IN.) POST SPACING (IN.) POST o`S Q " .ERE T=12 GA D_ ON SIRS F, (SPAN) 11) TYPE (SPAN) (1) TYPE CD SPLICE �I ASTM A6EBBS (2)'(3) U7 WHERE 1 cc 2.57' GRADE SO G60 3.0 G 11,_g" 18 11'-9" 26 G 5' o (n O OCCURS 6POLE 4.6" 13'-7" 5' 11'-4" 28 v c wER 4.0° .032" N aa37i P Typ. 0'-0 ALUM. 0.0 .0 . B 9,-B" 27 g'_q" 19 9'-4" 26 8' fESSI .00" 3"SQ.4.032"ALUM. BEAM 4"I-BEAM 4.5"MAG GUTTER W/12 GA.STL. 53 CHANNEL 9, 6.5"ROLLFORM MAG BEAM C D ALUM.ALLOY E ASTM A66355 N 7'-7' 8'-10" A 3 ALUM.ALLOY ALUM.ALLOY 6063T6 GRADE6DG6D LL 8'_6" 20 p $'-6" 27 G` 10' U' S5885 � ALUM.ALLOY 6063T6 606?-T6 6'_9" 10' 605}T6 3 Q• g_p' 21 g,_t, P7 G, 11' co? 8,_1„ 23 C T_g" 21 5 8 12 7-811 28 7-6„ 24 C 7,_6„ 28 G 12' OF CALNF 0.3 SPDCE rw.,zs .ERE A UM OCCVRS ALLOY -16 6.6 W, 7A 6.5" 032" 6.5" 0.042^ g77ALHED SOLD FREESTANDING SOLID a i 0.110" .042" IYP. nP• = MPX.COL. rr MAX.POST FTG. MIN. MAJ(.POST FTG. MIN. jo TYP• TYP. SPACING m5 SPACING (I N.) POST SPACING (IN.) POST mS r-0.375" ILLiL`)S(j)' F� (SPA;) (1) nPE ;SPAN) m T"PE ' DURALUM I I I I I I I G tt'_g" 19 1t'-9" 26 G 5' IAPMO0195 MAX4-2.a.� I-2.o. 4.0' J-2.0"-I 11,_7 2t g p'_t p" 2g 1.75" " MAX.MAX. 0�1 3"x8"x0.042"BEAM r 0 DBL.2"x6.5"x0.042" DBL.2"x6.5"x0.032" K 20 10'-0" 27 AHI APPROVAL 7"I-BEAM I `) ALUM.ALLOY 30D4H36 ALUM.ALLOY 3004H36 1 F ALUM.ALLOY 30D4H36 OR EQUAL 9$ 7 9'-10' 22 ALUM.ALLOY OR EQUAL OR EQUAL 26 6053.T6 J 8, 9,-4„9 2" 223 B 9-4 �' 8 W/(1)"C"INSERT - . 25^ ,^^ - g, 8' 10' 21 B 8' 10" 27 G 9' 6 G ALUM.ALLOY V, T-T' 6053-T6 LL g'_6"r=u oR W/(2)"C"INSERTS ,4ca g'-g" 10' H ASr ALUM.ALLOY r=rz oR MM SE � 21 8'-1" 27 � 6063-T6 , nsn�q DED CD 8 17'-10' 24 G 11' e.o' 6'-2" 11' B 7'-6" 29 NOTE: g.0" 7.175' Assess 2g YVHERE'C'SPLICE OCCURS AS SHOWN IN cRAnE so .042" �' 7-8 22 7 8 Cj 12 SPAN TABLES,IT SHALL BE INSTALLED THE Typ0.042 aso 5-B' 12' 7'-7" 25 7'-2" 30 TYP. FULL LENGTH OF THE T'I-BEAM. ' q REVISIONS `q E .625" 2 _- I > ATTACHED SOLlD FREESTANDING SOL/D c i u.RK are se I^3.0"tM �T` 3.0"^1 = MAX.COL pQ-I ,POST FTG. MIN. MAx.POST FTG. MIN. jo 30" SPACING m� SPACING (IN. POST SPACING (IN.) POST m� ON SLAB ( ) ( 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM (2),LA r� SPAN 1) TYPE (SPAN) (1) nPE DBL.3"x8"x0.042"BEAM W/14 GA. STL. INSERT W/DBL. 14 GA.STL.INSERT 5, 11'-9" 20 11'-7" 29 L M ASTM A653 GRADE 50 G60 C 13'-7' 5' 11'-2' 22 g 10'-6" 30 G ° ALUM.ALLOY 3oo4H36 ASTM A653 GRADE 50 G60 q STEL JOB; 161071 OR EQUAL M 10'-9" 20 10'-7" 26 B' z 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM 11'1}" 6' 10'-2" 23 B 9'-7" 30 G O6 16 =_ FOOTNOTE: "SAMPLE" N W/12 GA.STL.INSERT P W/DBL. 12 GA.STL.INSERT 10,0„ 21 g'_g" 2g G 7, °"i6 I ASTM A653 GRADE 50 G60 ASTM A653 GRADE 5()G60 I 9'-8" 1 9'-6" 23 B 8'-10' 29 OMAN BY ar T FIGURE INDICATES 27 EXPOSURES NOTE:WHERE 12 AND 14 GA STEEL INSERTS 9'-4 21 0 9 2 FIGURE INDICATES OCCUR AS SHOWN INTHE SPAN TABLES, NOTE:WHERE I2 AND 14 GA STEEL INSERTS OCCUR AS � 8'_g" $' g' tp" 24 B B'-3" 29 G B CHECKED GM EXPOSURE C THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALLBEINSTALLED /^ 8 10„ 22 g'_$' 27 l� 9' BEAM FOR OF THE 3'X6"BEAM. THE FULL LENGTH OF THE 3Y9'BEAM. V/ 7, 7„ g, 7, 10' 29 V ; WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B 8,C. 8'-4" 24 LL 28 G 1D' ATTACHED& g'_6" 22 8,_3" FOOTNOTES TO ALL SPAN TABLES: 2,THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3.THE SLAB SHALL BE A MINIMUM 10'-0"WIDE BY THE (n 6-9 1 O 8'-O" 25 B T-6" 30 FREESTANDING 1.FOOTING SHOWN REPRESENTS LENGTH OF 8'-1" 23 B 7'-10" 29 EACH SIDE AND DEPTH OF CUBED FOOTING,SEE SHEET 10. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN O 6'-2" 11' 7'-7" 25 C T-2" 31 G 11' SOLID COVERS ND SHALL NOT CONTA WHERE SLAB OCCURS,CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED THE DISTANCE FROM COLUMN TO SLAIN ANY IB EDGE SHALL BE f 29 ; PANELS23 G 12' S H 14 y MAY BE REDUCED BY 6"FOR FREESTANDING ONLY. OCCUR 0 WHERE 2D ps1NSU INSTALLATIONS.O ROOF TABLE 7,SHEET 47 FOR 9 t!4"MINIMUM. 5'-6" 12' 7 8 7'_t' 25 �' 6'-9" 31 MAXIMUM COLUMN SPACING ON EXISITNG SLAB. 14 OF 6B SHEETS I J F c x Fo ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110.120,130 MPH-EXP.B&C C53" SQ.ALUM.W!12 GA. 7"I-BEAM rnG BEAM 4"1-BEAM D 4.5"MAG GUTTER E STL."U"CHANNEL F Q ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLlO ATTACHED SOLID FREESTANDING SOLID MPAJ(POST EFTG.uMIN. MAX.POST DFTG.SOMN. MAXPOST EFTG.uMIN. FREESTANDING DFTG SOLID MIN. S o ' Q Z Lo ¢ MAX.POST FTG. MIN. r MAX.COL. Fo MAX.POST FTG. MIN. MAX.PDST FTG. MIN. MPX.POST FiG MIN. MPX.POST FTG. MIN. MAAPOST FTG. MIN. TYPE (SPAt•1) (i) TYPE (SPAN) (1) TYPE r O U) L6 SPACING TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) 7YPE (SPAN) (1) ON SLAB ¢� SPACING (I(1)) TYPE SPACING PLAN) ((1)) TYPE S(SPCAN) ((1)) TYPE S(SPAN) (���) POST SPACING (IN.)' POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING 31) P/'• 5' O C/) O c (2).(S) 1'-10' 26 G 23'1" 25 E 20,_g" 33 V co G 70'_4" 17 9'-6" 25 13._7�� 19 g 12'1T-V 228 G 13'-1'3,T' 121 B 12'-?"1.9�� 228 G 13'12�_3,� 120 B 12�_1 27 23'_4" 22 21'-3 ` _ CID z C 13'-7" 5, 10'-0 19 g g�_2" 2g G 13'_7�� 21 r 9._g 18 B 8' 10" 226 G 12'-9'2 g 122 B 11,_g,1 228 G 12'-21Z 2" 121 B 11'S; 2" 226 G 12'�'1.3, 121 B 11'_61.0, 228 22,_D, 23 E 20'-D"9 r 1114, 6' g'_9" 20 g'_3• 16 B'S^ 25 12,_2" 20 B 11'-1"0'-9" 227 G it'-1'1,3,; 222 B 10'-110'-7„ 227 G 12'-D"p�„ 221 B 11'-00_2 227 G 20'-10'-10' 227 E 19'-0'8 7„ 332 g 3" 2g G 12'-2' 23 G -20,_1 Z8. E t7_g 31 8'-10" 19 8'-2" 25 11'-B" 21 10'-7" 27 10'-7" 20 10'-4" 27 11'-6" Z7 C 10'-6" 27 20' 1" 25 18'-2" 31 G 8' FF.SSI41lq`�Y• .J S'S' 8' 8'-10" 21 B T-10" 25 G 1Ra' 23 E 1T-1" 32 y m B g'-7' 27 G 9'-2" 22 B 9'-0" 27 G 19'-2" 28 S 5885 fn . g1, 7 7 g 26 G. 11'-11'1 1" 224 Ci 10_'0-0ry 227 G 1D'-o'0�0 223 10-0 27 11'-0" 21 C 10,_1 28 19'-2" 25 1T-0" 32 H 10' �� i B,_7„ 22 B 7'_7" 2g G ILL edn. 6-9' 10, 8);'•-_3p"^ 2200 7'4" 2267 10'1 4" -� 223 C 958'_2" 228 G 17 1T,4, 229 E 16'-4'6,-0, 33 Or 55',_52"„ 1112'' 7.7 7'_7" z3 B 7A_2 2g G g10,_D 25 Ci 9'-3g'_3" 2 21 2G W11 5E 912269 GG B 8•-18"" 22244 C g_g a,_0. 222 g C 2 9 2 \i 9'_2"'•10" 292 6 G 16'-81"6'_g 273 0 E 16'_01„5'_7 343 3 H 12' OF CAl\F� . 06-23-16 Y MAX.POST FTG MIN. MAX.POST FTG. MIN. MAYPOST FIG. MN. NW(.POST FTG. MIN. MNC.POST FTG. MIN. �o ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID Y MAX.COL. MAX.POST FTG. MIN. MAX.POST FTG. MIN. TYPE (SPAN) (1) TYPE r DURALUM F MAXPOST FTG. MIN. SPACING FfG. MIN. MPACING FTG. MIN. TYPE (SPAN) (7) TYPE (SPANi (1) TYPE (SPAN) (Ij T!PE (SPAN) (1) 4 ONSILAB m� SPACING (IN.) TYPE (SPAN) ((N)) POST TYPE SPACING (IN.) TYPE y(SFA'NG (IN.) TYPE S(SACNIRG ((')) POST SPACING ON.) PDST SPACING (INJ POST SPP.CING (IN.) POST SPP.CING ON.J POST SPACING (INJ P _ IAPM00195 a (SPAN) (» ) 0) ) (1) 5' l2L la) B 11'-0' 29 G 23'-1" 27 G 3�; 230 G 13'13. 1�� 122 B 12'-211 S" 230 G 13��11`2 12123'-4" 23 21'-3" 33 6 O 13'-7" 5' 10'-3" 20 B 9'-0" 28 r 6' g�_g,. 19 B g'_108'-6" 227 G 12'-9'2'-8" 223 B 11'S" 1" 229 G 12'-?�'2 0,� 223 B 11'SO'-10' 229 G 12'-010,_3„ 222 B 11'-610 228 G 22'2"1,_g 228 E 20'_0"g-0' 334 G H AW APNrovu 9'S" 21 �'j g,_6„ 22 B g•_3" 28 G 2p'_g^ 29 E 18'_0" 33 H 7� .224 B 1"'10 6" 22920,_1 ,� 25 19'_0" 32 H 8' • B'-10" 20 8'_2" 25� 11'-B" 22 10_7 27 G 1'0���� 224 B 10'-09 9 228 G 10'-18=10 223 B 10'SB 8 227 G 20'-1'9 9^ 229 E 18'-Y7 3" 333 8' 8�_9" 23 B 7'$" 27 G 11'-g 25 Ci 10,_1�� 29 " (n 7'7„ g, 10'-0" 21 C LL 85 23 C g,�, 2g G g'_3^ 25 C g_g 2g G g'_0 24 g T-9" 28 G 1T-10' 31. E 16,_1 32 H 10' 21 7,_7 28 10'-6" 23 9'-10" 26 g_g 22 9'S^ 28 g._g, 22 C 9'S" 28 18,_3 27 6'-10 Cn 6,_g" 10'r 0 2 4BC _g". 230 G 9 18B'-�10" 22225 5 C1 5_2" 11' C991229 9B'-18"8'-0" 22269 9 G 8g'-_13 D"7'S" 22223 4 CC B 69'-_130^7"'•S"" 22829 9 GG 11T6'-4811""76''-14"" 227833 21 EE 1166''-0411"' 12' I O 22 7T2 9,� 6E 5,$" 12' 24 REVISIONS fi �. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. o s ATTACHED SOLID FREESTANDING SOClD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLlO �APO�m GOUM N FREESTANDING SOLID ATTACHED SOL10 FREESTANDING SOLID �i xA� ^Ah ' MPX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX.COLF MAXPOST FIG. MIN. N1AXP05T FTG. MIN. TYPE (SPAN) (7) TYPE (SPAN) (7) TYPE (SPAN) (1) SPACING �o TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (i) ON SUIS 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 3Nd HPE ( )SL (SPAN) (1) TYPE (SPAN) (1) TYPE " c 2 29 12'S" 20 12'-0" E 1g'_7^ 36 J G 10'.4" 19 9'-3' 28 13•_7" 21 B 12'_2" 3p G 13'_3" 21 B 12'-0"1 31 rj 10'_3" 22 B 1p'-1' 30 G 22'-6" 26 34 H 45TELJOBs ts1m1 O 13'_7^ 5' 10�_0„ 21 B 4 _ DAB 06Zttfi M 9,_g�� 20 8'-9" 27 12'_g„ 22 11'S" 29 12'_2" Zt B 11 10,_7�� 230 G 11'-09���� 222 B 11'-39 2" 229 G' 22 21,_2 229 E 19'-8'8� 35 I 6' 9'-6" 22 B 8'-2" 28 G 12'-4" 24 B 1D'-B" 30 G 11'S" 24 B 29 G 20'-2" 30 E ITS" 35 I maANU 21 10'-7" 28 20'-1 27 18'-9" 33 H 7' 9'-4" 27 12'-2" 22 B 10'-1 29 11'-3" 22 B 10'-8o D" 230 G 10'-T8 9^ 23 AT 10'-2" 30 G 10'-8" 24 E 16'-9" 34 H 8 cxecKEO OM ° fi 11'S" 23 10'S" 28 G 10'-7"0-0" 225 B 10'-39� 229 G 10'-0"g 2 223 B 9-1 8'A" 228 G 20'-119 2" 231 1B 3 H g, SOLID COVERS ATTACHED , J 8'$" 8' a'7" 24 B T-6" 28 G g'_7" 22 7'S" 27 11'-1" 23 1D'-1" 26 G+ 10'-0'9� 225 B C 9 98'-10" 229 G 9-07'-8" 224 B g�T-T' 229 G 19'-21"g 1„ 237 E 17'-3'6 1" 334 & 9g'5_1" 2224 C 89-5107,� 2231 GG 8-_106�,1 1224 B B B 106'-z1,0' 23301 G 18'-3�'76,-24, 23323 E 16'85-7" 334 ' I 1D' FREESTANDING BELA, M SPANS, PSF L. ILL. MPHB 110-130 sI C £ 5'_2" 11' 75 25 C g_g„ 31 G g,_g 27 E g_g 31 G 7,_g„ 25 12' V 15 e O G 7,1„ 25 Ci gi_g�� 31 G 5'_g" 24 B 6�_7„ 31 G 15,_g 33 r 5-8 12 7'-711 23 C 7'-1"6'-7" 231 G 9 Tg,-1" 228 E 9 28'-6" 231 B-8 2 g•_6" 29 8,_2 23 C 8'-1" 29 16'-8" 30 E 15'-8'45" 333 I _ 7'-1" 25 is aFwsltEtTs I I 0 E F G R S O A 6 0 O c N tit L6 ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C LU M o R H Q ai ' 7"I-BEAM 3"x3"x0.042"BEAM 5 U r DBL.2x6.5x0.032" _ rn 7"I-BEAM DBL.2"x6.5'k0.042" OR IC W/ 1)"C"INSERT H W/(2j"C"INSERTS G � O ATTACHED SOL/D FREESTANDING SOLID i LJJ O r ATTACHED SOLIp FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANOfNG SOLD MP%POST INiX.POBT FfG. MIN. NV�X POST MAX.POST FfG. MIN. o ¢ z i a MAX.POST FTG. MIN. MA)LPDST FTG. MIN. SppCING SPACING SPACING SPACING (IN.) PORT m`$ MAX.COL ta-� FOR DBL. FOR 3k5" (IN.) POST FOR DBL FOR 3kB' t) TYPE M SPACING �� MNLPOST FTG. MIN. MAX.POST FTG. MIN. MN(.POST FTG. MIN. MAX.POST FTG. MIN. TYPE (SPAN) (1) TYPE zka.5k0.03T BEAM (t) TYPE yyS�B,psz BEAM ( - SPACIIAB a3 SPACING (It)) POST TYPE SPA ((N)) TYPE S(SPAN) ((i)) TYPE S(PC G ((N') POST SPACING (IN) POST 27 c O Cn O G B 15'-3" 30 G 12'-7" 2'-10" 21 B 12'-3" 12'-7" 29 G 5 t11 -- r7 26'-9" 23 24'-0" 32 G 29'-6" 24 26-1 " 13'-2" 13'-8" N a 0 13'-7' 5' 26'-9" 26 E 23'-8" 34 H 29'-6" 27 E 26'-2" 35 I 16'-0" 22 B 11'-2" 11'$" 28 G 6' rn 11,_4„ 6, 25,_3„5 3" 227 E 23'-0 ,�„ 31 G H 27 27'-9" 228 E 25'-24,_7„ 334 G H 14 774,_7".223 B 14'-7'4 D" 229 G 12'-1"7 6" 12'-6'1 9" 121 12�_7,� 72,_6�, 27 �-{ 13'-6' 23 9,'B„ 7' 24'-0" 28 E 21'-3" 33 H 26'-0" 29 23'-4" 34 B 9'-9" 10'-0" 27Q`vq Fy, 22 � 12'-8" 28 10'-6" 10'-10" 20 10'-6" 10'-10" 27 �+ 8'' QQQF 147(y! 7'-7" g'LL 22'1" 27 E 20'-1" 33 H 24'-24,_3•, 231 22'-1" 34 H 12'-0'• 22 12'-D" 29 9'-10" 10'-2" 21 C 9'-10" 10'-2" 3 21'-0" 27 19,_q„ 34 H S 58 ( ) 6'-9" 10, 21'.}" 31 E 18'-10' 33 23'-6„ 32 20,_9„ 34 C 8��„ 7,$„ 2B ' � E 20,_2„ 85 � 1'p'_70" 22 10'-1 �� 30 9,_D„ 8,-4" 21 g,_p„ B•�„ 28 G 11' 0 6-2" 11' 20'$" 31 E 18,_3„ 34 �,_9,� g2 `` B,_0�, 7,_i„ 28 OF CA�\E . 18'3" 35 I 22'" p' 233 E 20'-119'-T' 335 j 10'1310 4' 226 E 10 4 O'0" 330 G B,_7„g 2" T-B'7 B 223 8 7 7 B 28 G 12' _ 06-23-16 FREESTANDING SOLID zi 5' ATTACHED SOLID FREESTAND/NG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID SCING MAX POSTTAMAX.POSTC/FTG. MIN. MAX.POST MA%.POST pNG. MIN. MAX.COL. � MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST (I ISppCING SPACING (IN.) POST Fp f]6L FORSz-o ( ) POST p DURALUM p MAX.POST FTG. MIN. , SpACING (IN.) POST EPACIN3 (INyJ PDBT SPACING (II P7\O'P� FUR DBL. FOR 3k8" (i) TlPE Yx6.5YU. BEAM 11) TYPE E ON SLAB �� S�SPCJ) (Nj TYPE (SPAN) {(t)) TYPE S{SPANG (()1)) TYPE (SPAN) (t) TYPE (SP,M: (1 TYPE (SPM) (t) -2xe5'+mu+z' eFJiM IAPMO0195 G S 26'-9" 24 24'�4" 346 H I 29'-629 2 229 E 26'-25'� 336 I K 76 4'-10 222 B 16'-0'4_7 331 G 13'-?I 13-61,_6" 221 B 13•_2„ t3,_g„ 0 13'-7" 5' 26'6" 28 E 2T-1" N 23-1D 336 H K 14'7 13'-B" 223 B 14'-1"3�„ 231 G 12' 11-0' 12'-6p,_B„ 222 12'-1" 12'6" 28 Ax APPRovA 11'-4" 6' 4'-10' 29 E 21'-2 334 H I 26 231 E 24'22-9 35 H 1 13-612'$" 223 0-8 C 13'-G'Z�" 230 �7 11'-'„0,g„ 17-710 0„ 223 11,_2, 17•_7" 2g G 7, • 23'D" 27 20,_1 • 32 25'_B„ 28 23'-0" 33 H 12•-8„ 21 12'$" 28 G+ 10'$O,-0„ ip_1 g,_3,. 223 B 10'-69._g, 10-1g_7" 226 C7 B ,..� 6,_6„ 8' 22,_B„ 31 E 19,_9„ 34 H 25,-0 32 E 21,_9, 35 I 11'-10 24 C 11'_7„ 30 9, ° 7,7„ 9, 22,_1„ 28 E 20,_1�, 33 H 24'-32'4,_p„ 233 �-121'-0" 335 H 1 72'_D11'-2„ 224 C 12'_0„1 D 229 G 9 10g,�„ 10 g'_9" 223 C B 9'-109 2 10'-2g'_7„ 228 G t N 21'-9" 32 19'-0" 34 V-' I 10'-B' 25 C 10'-0" 29 G 9'-0" g,�,. 24 g B•_9„ 7'_9" 28 f 34 H 23' Cf) g'-g" 10 21,_1„ 32 E 16 4" 33 1 23,_2„ 0' I E 19,_7„ 35 J 10,_2„ �+ 6,2„ 11, E 16'-97 9 334 �'-22,_B„ 334 20'-ga 0 0'4' 33 T J 9-9 26 E 9'-6" 30 G g,_2„ 7'-0" 24 C' g,-0„ B,_7„ 30 l7 12 20,_1„ 30 E 35 I 22,_1„ 31 E 20'_1„ 36 10,-4„ 23 10'�l" 30 8'-T' 7'-B„ 2 6-T 7-8 2 5'-B" 12' 9'-1D' 34 17'-3" 34 21'-10' 35 19'-1" 35 REYISWNS € - FREESTANDING SOLID Y ""� °''h ��� SOLID x ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOClO FREESTANDING SOLID MAXP STTp OST FfG. MIN. MpX POST MAX.POST FTG. MIN. �o MA)LCOL. � .ppST FIG. MIN. NWX.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG: MIN. MAx.P05T FfG. MIN. MAXPOST FTG. MIN. FOR DBL, FOR 95c8 (IN-) TMPE SPACING SPACING g(") ppST F� e SPACING mO SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) TYPE S(SPANG p") NPE S(SP�) lN) TplO'PE 2'%6sx0.092- BEAM () zk8.skvA32 pBFAM S" TYPE � #4Yaa c�c (2)S(3)B ,S' (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) NPE (SPAN) (1) 27 26,-4" 36 16,_p„ 22 B 15'-jg-4" 332 G 13'-;Z,_7, 13_1 p,_g, 222 B 13'-1'2_3 13 O0_7" 29 G 5' tst6lt 5 13'-7" 24'-8" 38 K 13'-6" 24 27 G 6, 4sEJ0se 27 22'-T' 35 I 27'-9" 28 24'-1 36 I 14'-7" 22 B 14'-3" 11'_2^ 9'-8" 28 �� 06Z416 9 25'-3' 28 21'-0" 34 H 26'-4" 29 E 23'$2'1 1111" -72 DPAVVN BY AT V-B„ 7, 24'-0" E 20'-1" 36 K 25'-6" 32 E 22'-1" 37 K 11'$" 25 C 23'-1" 31 G $� cNstKEo BM • 23•-0•' 29 20'_7" 34 H 25,_3„ 30 22,-8„ 35 1 12,_B, 24 G. 12' 0 B„ 330 C7 t0'-60 0" 10'8,_7, 2Zq 10,_B„ 10•�" 27 ' J 8-6" 8' 22'-1" 32 E 19'-2" 36 I 24'-4" 33 E 21'-2" 37 K 10'-10 26 1p" 27 G 9' SOLID COVERS ATTACHED to E Zp'q" 36 1111 30 G 9'4" 8'-1" 24 B 9'-2" 12'-0" 24 11'$" 29 9'-10" 9'-9" 23 C 9'-10" 9'$" ° AM T_T, 9 21,-3„ 33 E 18,-fi" 35 I 23'-6' 34 C B,�„ 7'_2" 27 G 1D' 21'-0" 30 19' 1" 34 H 23'$" 31 21'-1" 34 I 11'-4'• 25 11'-1" 29 9'4" 9'-2" 23 9'-4" 8'-9" 28 &FREESTANDING BE C g'_7" 3o G 9'-a" 7'-e^ z5 SPANS, PSF L.L, (n V-9" 10' 20'-7" 34 E 1T-10 35 I 22'-8" 35 E 19'-6" 36 J 9'-9" 27 11' 110-130 MPH I a. E g'2" 31 G g,_7" 7*4 25 i 6,_2„ 11, 20'-89 10' 335 E 18'-67 3" 335 1 J 221-22,-0„ 336 E 20'19,_1„ 336 1 J 10-19'-4" 227 10,_7„ T-4" 23 9'_D" 8 p 2 16 6 0 E g•_g" 31 G 8,-2„ '-10" 25 C B,-0" 2B C I•"•I r 5,_8„ 12, 20,_1„ 31 E 18'-D"fi,_g„ 334 1 J 22 27,_3„ 337 E 19'-98_6 335 J 10'-4"9-0' 227 10'_2„ T-8" 28 8'-7" 7'-4 ' G 12' J � 19'-3" 35 760E 50 fiNFETS H I J B D E F D O A � N O N co `� ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-11 D,120,130 MPH-EXP.B&C W m oM DBL.3"x8"x0.042"BEAM DBL.3"xB"x0.042"BEAM x0 x 3"x8"x0.042"BEAM 3" 8" .042"BEAM f= Q L DBL.3"x8"x0.042"BEAM M W/14 GA.STL.INSERT N W/ x0 STL.INSERT WI DBL. 14 GA.STL.INSERT P W/DBL.12 GA.STL. INSERT O p x Y ATTACHffSOLTIDFREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID a€ '1, w j Q�'- MAX.COL MAX.POST FTG. MIN. N1Ax.POST FTG. MIN. MAX-POST FTG. MIN. jLl �`^{ O p MAX.POST MAXPOST FTG. MIN. MAX.POST FTG. MIN. MA%•POST FTG. MIN. MAX•POST FTG. MIN. MAx.P05T FTG. MIN. MAXPOST FTG. MIN. SPACING SPACING (IN.) PO5T SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.j POST SPACING (IN.) POST SPACING (IN.) OS S (T!') S`Pam) (��� PfP �� Q ErgON SLAB mPACING(p) (9) CD (SPAN) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TVPE {SPAN) (1j NPE (SPAN) (1) TYPE (SPAN) (1) TYPE {SPAN) (1) O 19'-3" 21 19'_3„ g0 G 18'-0"- 223 Ci 18'-17'-8" 331 G 20'-120,_1„ 21 C 20'-119,,4,: 332 G 25'-16'1 D„ 226 E 25'-14'-10 334 H 28'2'8� 227 E 27'2T-0" 337 `� 5 N 5 z p 13'-7' S' 18'-1" 23 C 17'-8" 31 17'-7" 22 17'-7" 29 16'-9" 21 16'-9" 29 18'-4" 2 18'-0" 30 23'$" 24 _ 23'-6" 32 H 25'-1 " 25 E 25'-14'110" 336 •� 6 ct' r 11'-4" 6' C 16'-1" 31 G 16'-9" 24 C 16'-2" 31 G 18'-4" 25 C 17'-B" 31 G 23'-8" 27 E 22'-9" 33 5'-10" 27 CID W-15" 24 7' 16'_3" 22 16'_3" 29 15'_T' 2 C 16 7" 29 G 17'-117•_1" 225 E 17-116'-4" 331 G 22'-22.0" 227 E Z'1, 1„ 333 H Z4,_D�� Z28 E 24'-Z3,_1„ 36 9,-8" 7' 15'3" 24 C 15'-0" 30 G 15'-7" 24 15'-0" 30 8,.6" B, 23 E 15'-3" 30 G 14'-14'7" 225 E 14'-�'� 1" 229 G 16'-06 D 226 E 16'-0'5-4 330 G 20-20,_7„ 228 E 20._'"9'_9„ 332 H 22'-22 6' 229 E 22 z'1 7 334 J B �pFESSIQyq� 14'-4" 25 14'-0" 29 7'-7" g, 14'4'. „ 23 E 14'-4" 3D G 13'-9'3. 9�� 226 E 13,_y 3'-3" 330 G 15''115,_1„ 226 E 15'-114'-6" 230 G 19'-4'9-4" 229 E 19'-0"6 7 332 H 21'-21,_2„ 229 E 21'-20� 335 13-7 25 13'-2" 30 y S 5BB5 � a 6,_gn 10, 24 E 13'-8" 3130 �. 13'-13'_1„ 226 E 13,_'"2'-7" 330 G 14'-374,_3„ 227 E 14'-313'-9' 231 G 18-48.4" 229 E 18 1T-6„ 333 H 20''120,_1„ 230 E 20'-119'-4" 335 •� 10' _ 13'1" 24 13•_i„ 31 12'-6" 24 12'-6" 31 13,_8„ 24 13,_8,• 31 G 1T-7" 26 E 1T-76-10 333 H 19'-2'19 Z, 230 E 19'-21 B'_6„ 335 J 11 p 6'-2' 11' 12'-3" 26 E 12'-0" 30 G 12'-6" 26 E 2'-D" 3o G 13'-B" 27 E 13'-1" 31 1T-7" 30 - ' 24 12'-0" 31 12'-0" 24 12'-0" 31 13'-1" 25 13'-1" 32 16'-9" 27 16'-9" 34 H 18'-4" 28 18'-4" 36 , 5'$" 12' E 11'-6" 1 G 12'-0" 27 E 11'-6" 31 G 13'-1" 28 E 12'-7" 32 G 16'-9" 30 E 16'-2" 34 1 18'-4" 31 E 1T-6" 38 J 12 OF Cg1.1F�`` 11'-9" 27 06-23-16 a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLIDOS ATTACHED SOL70 NFRSESTAIIDNDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID MAx.COL � MAX.POST FTG. MIN. MAX.POST FfG. MIN. MAX.POST FTG. MIN. FfG. MIN. MAKPOST FTG. MIN. MAX.POST FTGIN.. MIN. MAX•POSTFfG. MIN.SPACING S o MAX.PDST FTG. MIN. MAX.POST FTG. MIN. Q_, GNSLAB i SPACING (IN.) POST SPACING (IN.) POST SPPDING (IN.) POST SPACING I!N.) POST SPACING (IN.) POST (IN.) TYPE S(SPANG ((1)) TYPES ( ) YP DURALUM (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE (SPAN) (i) TYPE (SPAN) (i) TYPE (i}19'3" 22 C 19'-3" 32 18'-4" 22 18'-0" 31 G 20'-1" 22 32 G 25'- E 25- 3'-10' 36IAPM00195 13'-7' S 16'-6" 24 B 16'4' 32 G 17'•4" 24 C 17'-D"' 33 H 19'-0" 25 C " 33 H 24'-4" 27 17'-7" 23 1T-T' 31 16'-91, 22 16'-9" 31 18'4" 23 31 G 23'8" 25 E 23-21'-9" 335 1 '4" 29 E 2396J6' 16' 15'-1" C 14'-8" 32 G 5'-10' 25 C 15'-6" 32 G 17'-4" 26 C " 33 H 22'-3" 28 NU AyPBDYAL 16'-3" 23 16'-3" 3D 15-7 23 15'•7" 30 17'-1 23 31 22'-0" 26 E 22'-2U,_2" 334 H 24'-22'-7" 229 E 24'•022 335 H ) 7' ' 9'$' 7' 14'-o" 25 C 13'-8" 31 G 14'-W' 26 C 14'-4" 31 G 16'-1" 26 E 15'-8" 32 G 20'-B" 29 • 15'-3" 24 E 15'-3" 30 14'-7" 23 E 14'-7" 29 G 16'-05 1" 227 E 16'-0'4-6 332 G 20'-''g�" 229 E zD�a 10 334 H 2T 21'-2" 230 E 22-20 8 334 H I B' s J 8'$" 8 13'-1" 26 C 12'-9" 30 G 13'-9" 26 13'-6" 31 (n ,_ 14'•4" 24 14'-4" 30 13'_9„ 24 13'-9" 30 15'-1" 25 15'-1" 31 G 19'-4" 27 E 19'-0" 32 H 21'-22'0-0,� 231 E 21'-;'9-0„ 334 H 1 9' 7 7" 9' 12'-0" 28 E 12'-1" 30 G 13'-0" 27 E 12'8" 3D G 14'-2" 27 E 13'-10" 31 H 30 1T-10' 33 13'-8" 25 13'-8" 31 13'-1" 24 13'-1" 30 G 14'-3" 25 E 14'-3" 31 H 18'-4'7�" 23o E 18'-17'-0" 333 H 20'-119,_0" 231 E 20-118'_6„ 333 H I 10 (n 6'-9" 10' 11'-8" 27 E 1V-6' 30 G 12'�" 27 E 12'-1" 30 H IT-6" 28 13'-2" 31 a- , 13'-1" 25 13'-1" 31 12'•6" 25 12'$" 31 G 13'-B" 25 13'-8" 31 17'-7" 28 1T-7" 33 19'-2" 28 19'-2" 34 a 6'-2" 11 E H 1p_9" 2g E 11'-6" 30 H 12'-101, 28 E 12'-7" 31 H 16'-7" 31 E 6'-2" 33 H 18'-1" 32 E 1T-B" 34 p 11'-2" 27 11'-0" 30 c' 6-8„ 12' 12'-0" 25 E 12'-6'O,-0„ 330 H 12'-D"1 3" 228 E 12'-0"1'-1" 330 H 13'-112,-4, 229 E 13-112,_1,. 332 H 16'-95 10" 231 E 16'-9"5,-0„ 333 H 116-41 T-4" 232 E 18'-4'7 0„ 334 I 12 6 REYISIDNS y ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING EOUO ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. MAX.POST J24 MAX.POST FTG. MIN. MA%.POST FfG. MIN. MAX.POST FTG. MIN. MAx.P05T FTG. MIN. MAx.P05T +34 MAXPOST FTG. MIN. MAX.POST FFG. MIN. MAX.POST FfG. MIN. MAx.P05T (IN MIN. !g 3 SPACING D TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE ON SLAB m SPACING SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) PDST SPACING (IN.) POST m 3 (SPAN) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (SPAN) (1) (2).(3) _ 36 J 28' 26 27'-3" 37 13'-7" $ 18'-4" 18'_3" 33 H 18'4" 23 C B 18'-09-7" 334 H 20'-11T-4" 226 (i 19'-817,_1" 25 22-4 228 E25 - 5�p 15'-1" 14'-9" 33 16'-0" 25 35 1 25LI " '3" 36 J 6 asm eoe 16'-9" 32 16'-9" 24 16S 32 G 18'4" 24 C 18'-0'5-7 23' 229 E 23'-20'-1" 36 K 22'-4" 30 1'-10" 37 K r 11'-4" 6' IT-10" 1T-6" 32 G 14'-T' 26 C 14'-3" 33 H 15'-10' 26 �� osa3-ts E ' 15'-7" 24 15'-0" 31 15'-7" 24 15'-3' 31 1T-1" 25 16'8" 32 G 22'-0" 27 21'-6" 34 H 24'-0" 28 23'-6" 9'-8" 7' Ci 12'-7" 32 G 13'-6" 26 C 13'-2" 32 G 14'-9" 27 E 14'-6" 33 H 19'-0" 29 E 18'-1 35 1 20'-9" 30 E 20,-3" 36 K 7 DRAWN BY AT 12'-9" 26 14'-7" 25 E 14'-0" 31 14'7" 25 E 14'-3" 31 G 16'-0" 25 E 15'-13-6 332 H 20'-j7'-9" 230 E 20'-1" 335 H I 22-1 231 E 22'-09 0 335 I B' CHMUD GM ,J 8'-6" 8 12'-0" 26 C 11'-9" 31 G 12'�" 27 C 12'-4" 32 13'-70' 28 —7-_7„ g, 13'-9'1,,,4„ 227 E 13'$1'-1" 331 H G 13 92-D" 227 E 13'-6"I�_8„ 331 H G 15 11311 ,_1�, 226 E 14'-8'Z 9 332 H 19'-4'6_y' 231 E 19,_D6,�„ 334 H 21'-2�'B'�, 232 E 20'-818'-0" 335 H I g� SOLID COVERS ATTACHED LL 13'-1" 26 13'-0" 30 H 13'-1" 26 E 12'-9" 30 H 14-312'4" 229 E 14 0 2'_1„ 311 H 18'''6-0" 231 E 16'-05'-7" 334 H 20'-1'T� 332 E 19'-817'-1' 335 H I 10' &FREESTANDING BEAM s'-s" 10' 1o'-s^ 27 E m'-7^ 3o G 11 ze 1r-T' 31 SPANS, 1D PSF L.L, s 12'-6" 26 12-6" 31 12'-6" 26 E 12'-2" 31 H 13'-B" 27 E 13'-0'1_7 331 H 17'-''S 2" 232 E 1T-24'-10' 333 H 19'-216'-7" 333 E 16'-916'-3" 34 I 11' 110-130 MPH i 11' 1D,3^ 28 E 10'-1" 31 H 0'-10' 26 10'-7" 31 11'-10' 29 ?_ e Cr , 12'-0" 27 1'-10" 31 12'-0" 27 11'-8" 31 13'-1„ 27 12'-9" 32 16'-9" 30 16'-6" 33 18'-4" 31 18'-0" 35 _ 5'$" 12 E 9'-B" 31 H 1D'-4" 29 E 10'-0" 31 H 11'-0" 30 E 11'-1" 31 H 14'-7" 32 E 14'-3" 33 I 15'-1D 33 E 15'-7" 34 I 12 ! 9'-1 D" 28 1TOFMSHEETS 1 J rR v O E 6 D 0 • N e G H v ` � N to Ln ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-11D, 120, 130 MPH-EXP.B&C Ip W CIO" M BEAM TYPES 3"x81' 0.042"BEAM LF ~ ¢ �a 3"SQA0.032"ALUM.BEAM DBL.2"x6.5"x0.032" OR K O O Q E WI 12 GA.STL."U"CHANNEL I �' ATTACHED FREESTANDING ' IJJ ; O ATTACHED FREESTANDING MAX POST MAX.POST FTG. MIN. rj❑ Q Z L!'7 = MAX POST MAXPO5T FTG. MIN. SPACING &PACING QN.) POST m� O " MA%.COL. r MAX.PO6T FTG. MIN. MAXPOST FTG. MIN. SPACING SPACING (IN.) POST POPE FDR 3k8" �2n 6.5 ^^ GPACWG m� SPACING (IN.) POST SPACING (IN.) POST FOR DBL FOR 3'x6" (1) 2-x65k0 UL BEAM (1) TYPE cfj .042 LL ON SLAB 2� (SPAN) (1I TYPE (SPAN) (i) TYPE 2'x6.5#1.032 BEAM n 28 co CO O T-12 Ga 8.O" (2).@) r 15 14'-1 15'-4" (j 5' Dp ASTM A653 S5 0.042" tg'_g^ 15 14'-T' 29 G 14-1 „ 15'-4" B 17 4'-6" 15'-1" 30 N ch GRADE 50 G50 3.0" 1II I TYP. B 31 H 14'-10" 15-0 rn z .032° � T —I Cr tg,_3, 16 B 13'-;'3_3^ 230 G H 13 713-7 14 114,_t„ B 17 13'-3' 13'-9" 29 G ALUM. 2.0° 40 2.0" r 11-4 6 I t g'_g^ 12'-712'-7'13-t]3,_t" B 17 DBL.2"X6.5"X0.032" I I 14'-z" 18 B 7z 30 16 11'-9" 12'-3" 2g 6' FESS IQygI ALUM.ALLOY 30pa-H36 I-3.0"—+ B-0 6, 13'-3" 16 B 11,_T, 11'-9'1,_g„12312'_3„ B G " OR EQUAL t3'-3" 19 11'-7" 29 16 11'-2" 11'-7" 29g g' m ♦ i 3"X13" 042"BEAM G 1I'2' 11'-7" B 16 10'-,0 11'-3" 29 S 5885 3"SQ.x0.032"ALUM. BEAM DBL.2'k6.5"x0.042" 12,7^ 17 N'-0" 29 11'-2" W112GA.STL."U"CHANNEL .I ALUM.ORE�U�4-H36 K ALUM.ALLOY90D'1-FI36 E ASTM A653 ss OR EQUAL 12. „ 17 10' „ 30 G 10'-710'-T 11'-011'-0' B 19 10'-3' 10'-8" 29 G 10' '�` LL GRADE 6D G60 (n 3 a. tV-4„ 17 T� 9'-10" ��g . 25' 11' 11'-4„ 20 li 9'-10„ 30 H 10'-1' 10,-0„ C 29 G 12' 18 9-8"g,_g, C 119 9-0"9,_g" 9-8 OF CAL\F� 2D C T=,20 06-23-16 14 GA 7.8 5" ASTM FREESTANDING > A653 SS GRADE > ATTACHED FREESTANOfNG ATTACHED MAX.POST MAX.POST FTG. MIN. SPACING T MFAUI ST pTG. MIN. So MAX.COL. NWX.POSi FTG. MIN. (IN'.) POST SPACING SPACING (IN.) POSE m� SPACING 5o SPACING (RG POST SPACING (IN.) PORT SPACING SPACING FOR DBL FOR3"x8" (1) Typ_ DURALUM FOR DBL. FOR 3'k6" C 0(2)513 � (SPAN) (1) TYPE IBPANl I7) TYPE 2�g.55t0.p32' BEAM (1) TYPE 2-xg5x0. BEAM IAPMO 0195 0.042" G tg,_y�, 16 14._7„ 118 14 11 _1 15-414,_7„ 331 G 5,. TYP. 1T-7' 5' tg',q" Tg B 14'-T' 33 J '14'-8' 15'-2" 16 IT-7" ' G AHJ APpRovAL U3"x8"x0.042"BEAM r 11 4 6 15'-0" 19 B 13'_3" 32 I 13'4" 3-10 16 12'-7" 13'-1" 7- 3 OI 14 GA.STL.INSERT t g,_g„ 12'- 231 G I 12 772' 12'-10 B 19 12'-0" 1211 230 G I-3.0°--'+'^ �'`3. M ASTM A653GRADE50 Gfi0 3,_t p„ 1g 3"x6"x0.042"BEAM .J g,_6„ B, 13'-3" 17 B 11,_',t 7 231 G H 11 91-& 12 13'-0" 2D 17 11'-2" 11'-7" 229 G 9 N W/12 GA.STL.INSERT 5 _DBL.3"X8"X0.042"BEAM ASTM A653 GRADE 50 G60 T-7' g 12'_3" 20 C 11'-0" 30 H 11'-0" 11'-0" � ALUM.ALLOY 3oo4-H38 „ 30 G 10•_7„ tP_U" 1711'-0^ 29 (j 10' f OR EQUAL NOTE:WHERE 12AN014 GASTEEL INSERTS OCCURAS LL. 12'-0' B 20 IVA.. SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 6'-1 D" 1D' 71Lg" 121 �/ 101 1D'-4 30 H 1D'-6" 10'-9" THE FULL LENGTH OFTHE3'k6"BEAM. LL tt,�„ �g 9'-10" 30 1D'-1„ t0,_6" B 120 tp'_1"g 7' 10'-6"9 229 G 11' i 2" 21 -10" tp,_3„ " CD 18 9'-8" 9'-8" 29 FOOTNOTE: "SAMPLE" r' S,$„ 12, 10,_t tg g,_g" 30 H g,_g„9-7 g.-g"9' (� 21 9'_2" G 12' 70'-8" 21 C' 9'-6" 31 FIGURE INDICATES REVISIONS EXPOSURE B FIGURE INDICATES T=120R xw� °"� °ECWO10N 7 s EXPOSURE C ATTACHED FREESTANDING mdi 5 ASTM � ATTACHED FREESTANDING A653 SS MAx.POST MAX.POST pTG. MIN. MAACING MA%.POST FTG. MIN. SS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. GRADE 8.0° = MAx.COL �r MAXPOST FIG. MIN. MAX.POST FTG. MIN. gpACING FOR IN. POST SPACING SPACING ON.) POST m5� 50G60 SPACING m� SPACING (IN.) POST SPACING (IN.) POST FOR DBL. FOR 3"xB" (t n.pE FOR DBL FOR 3°xB" (1) TYPE F A42" ON SLAB (SPAN) (1) TYPE (SPAN) (1) TYPE Tx6.55A.032 BEAM () 7x6.5'x0.032 BEAM 31 G . 32 I 14-1 15 33 H S 13'-7" 5' 4'-1D' B 19 13'-8" 14'-2" 45TELJOB% +61on j " FOOTNDTESTOALLSPANTABLES: 0 15'-0" t19 B 14-14'-7 34 J 14'-4" 17 13'-7" 13'-1 " 31 G 6' 9 1.FOOTING SHOWN REPRESENTS LENGTH OF tg B 13'_g�� 31 I 13'-7" 14'-1" B t9 12'-6' 13'-0" 32 esz+-1s e EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. ('7 15-3 13'-3" 34 J 13'7 DATE WHERE SLAB OCCURS,CUBED FOOTING SIZE I I r 11,E 6 13_g 20 17 12-7 12-1 30 G T 'a 3.0'�-I t 1g 12'-0" 37 H 12,_T, t3'_t•, B 20 11' 12'1" 31 oRAwN 6Y AT "a MAY BE REDUCED 6"EACH SIDE FOR FREESTANDING ONLY. �3 0a 9'-9" 7' 14-2 B 12'-4" 33 J 12'-2" 1 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB DEL.3"XB"x0.042' BEAM 12 9" Z0 18 11 9" 12 1 29 8' cRECNEo GM SHALL BE THE SMALLER OF THE MAXIMUM SPACING 8,�„ 11'-7" 30 H 11'-9" 12'3" B 20 10'-10" 11'-3" 31 G SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/DBL.I4 GA.STL INSERT B' t•_10' PO B 11'_7' 32 J 11'-4" 18 11 2 11'-0" 3 SPACING SHOWN FOR THE SELECTED BEAM. ASTM A653 GRADE 50 G60 12._7" 1g 11'-0" 30 H 11'-2" 11'-7" B 21 10'-3' 10'-8" 30 G LATTICE COVERS ATTACHED 7'-7" 9' 1r-3" z1 B 11'_p^ 3z I to-s" 11'-z' &FREESTANDING ; 3.THE SLAB SHALL BSA C114G MEASURED "WIDE BY THE DBL.3"xVI 0.042"BEAM LL 18 10'-7" 10'-9" 29 1D' JI = MAXIMUM COLUMN SPACING MEASURED AT THE 12,_ " 19 C 10'-4" 30 H 10'-7" B 21 9'-9" 9'-10" 30 G BEAM SPANS, _ fn 6'-10" 10' s COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR P' W1 DBL 12 GA.STL.INSERT 1p'_g' 21 B 10'-0" 32 G 1D'-2" 10'-T t9 10' 1" 10'-3" 25&3D psf.THE DISTANCE FROM COLUMN TO SLAB ASTM A653 GRADE 50 G60 Q„ 21 231 G 11' 10 PSF L.L,110-130 MPH f EDGE SHALL BE 91/4"MINIMUM. 6'-2° 11 111 19 C+ 9 1 g'_10" 32 I 9'-9" 9'-10' 3 G t 0,_2„ 22 19 9'-8" y,�„ , 29 G 12' S H 34 - 9 NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS 31 H 9'-B" 9'-8'� C 22 g'_p^ g'-3' 31 5 SEE ALTERNATE FOOTING TABLES SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED r 5'-8" 12' 10'-1 " 20 C 9-g 9,_g„ 33 J 9'-4' 9-� THE FULL LENGTH OFTHE 3W BEAM. 9,-g11 SHT.9 FOR ATTACHED COVERS 310E 506HEEf6 H J 0 E F G wolcD AB ATTACHED& FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120,130 MPH-EXP.8&C DBL.3"x8"x0.042' BEAM 3"x6"x0.042" BEAM 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM M W/14 GA.STL.INSERT NW!12 GA.STL. ERT W!DBL. 14 GA.STL.INSERT O DBL.2"x6.VW.042" LLIJ FREESTANDING ATTACHED FREESTANDING W > O ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED MAX.POST FTG. MIN. MA)CPOST FTG. MIN. MAX.POST FTG. MIN. 5 0 ` Q Z MAX.COL � MAX PAST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MA)LPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. TYPE (SPAN) (t) TYPE (SPAN) (t) TYPE ^ �_ SPACING �� TYPE (SPAN) (7J TYPE (SPAN) (t) TYPE (SPAN) (1) ON SLOB �� St PC�G ("') TMPE S(SP INN, l"') PTO,PE 5($�C�; Q") PnC,PE S( ( �) TYPE (SpAING (M') POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. P " M C (2).(3) r B 22,_1„ 33 H 29,_2„ 2t Ci 28,_6„ 36 I 5 co cG z G 13,_7„ 5, 18'-0" 15 18,_p„ 29 21_B 16 B 21'-21,2, 333 G H Z0 20,_g„ 168 B 20 Zp,_2„ 333 G H 22 22'�" t 19 22�$ 31 G 29'-2" 78 29,_2„ 33 O 18'-0' 18 B 17'-6' 31 G 21'-8" 19 C G 26'-8" 21 E 26'-0" 35 I 6' m r 16'-4" 16 16'-4" 29 19'-9" 17 C 19'-9"g 3„ 332 G 19 09'_0„ 119 B 19,_p1,8,-6" 332 G 20' 120 20'-8" 31 26'-8" t9 26'-8" 33 H r 11-4 6 16'-4' 18 B 16'-0' 30 C7 19'-9' 19 H 7 L 9,_y„ 7, 2�, 29 G 18'-4 120 C 18'17 10 331 C7 17-1'T-7" 119 ri 1 T-1'7 1 331 G 19'-2'I'9,2, 120 Ci 19'-1'9 2" 332 G+ 24'-82'q,_8 1 E 24'-82"q-1„ 334 H 8 FE561 15'-2' 19 14'-10' 30 Q� C 14'-3" 17 14'3" 29 17,_2„ 18 17._2„ 31 G 16'-6"6-6" 12p C18'-0"8 D 331 (7 23'- 222 E 23'-22'-T 333 8'.6" 8 14'-3 19 B 13'-10' 29 G 17'-2' 20 C' 16'-9' 31 C 15'-2" 31 G 17'-0" 21 E 17'-0" 31 G 21-10 23 E 1'-3" 34 H _y J 9, 13,-0„ gD G 16'_3''6'-3" 121 E 16';'S,_g�� 331 G 15'-G"5,_6" 120 75-& T-7" 13'-6' 19 13'-1' 30 5885 LL 12,_y, 17 12,_y„ 30 15,-4„ 18 15'-0" 32 G 4 9' 121 E 1 4 332 G 16'-116'-1" 121 E 16'-116,_1„ 332 G 20'-20,_g„ 223 D 9 34 3 (,/) 6-10" l0' 12'-9' 20 C 12'-6' 30 C7 15'-0" 21 E 15'-1" 32 12,_2" 18 12,_2„ 31 14'�" 19 E 14,_8'" 332 G 14'114'-1" 121 E 14'_1"3 8" 332 G 15'-4"5 A„ 122 E 15'-4'5-4" 332 C7 19'-g"9 9 224 E 19'_g"9'-3" 334 6'-2" 11' 12'-2' 2D C' 11'-10" 30 G 14'-e" 21 E 1 B'-6" 35 I 12 OF Col\F� o r 5,$„ 12, 11'-8" 18 C 11'-811-0 331 G 14'-714'-1" 1 E 14'-113,_y, 332 G 11'-B' zD 06-23-16 FREESTANDING ATTACHED FREESTANDING ¢i a ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING AITALHED MAX;POST FfG. MIN. MAX.POST FTG. MIN. MAX.POSMA)LCOLT FTG. MIN. MAX.POST FTG. MIN. MAX.POSTMIN. MA%.POST FTG. MIN. SPACING r� MAX.POST FfG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FfG. MIN. TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE DURALUM < ON SLAB t10 SPACING (IN.) POST SPACING (IN.j POST SPACING (IN.) TYPE S(5 AN) ((t)) TYPE (SPAtIJG (p)) TYFE (SPi,NG (N)) TYPE S(SP:.NG ((5)j TYFE B(sPaY) Ojy) POST SPACING PN.) POST SPACIP!G l2) l3) !_ (BEAN) (i) TYPE (SPF"Y) (t) TYPE (SPAN} (t) 5' .. lAPMO 0195 17 B 21'-20,_7„334 H 20'-2D-4" 120 B 2D'- 334 G H 22 22'1}" 120 B C 22 21,_6" 335 H 129 28,_g„ 122 C' 29' 27'-8" 337 I K 13'-7" 5' 17-8" 19 B i"I'-0' 31 H 21'h" 20 E 25'-3" 36 K 6 N 16'-4" 30 19'-9" 18 C 19'-9''8 9 3� G H 19•_�'8'8" 120 B C 19 0" 333 G H 20 121 20 8" 3 G 26'-8" 20 26'-B" 35 qW APPPOVAL T• 111-4 6' B 7' g 14'-4" 30 �.7 16'-1" 21 C 17'-0" 33 H 17'-3" 21 C' 16'-8" 33 G 18'-10' 21 18'-2" 33 H 24'-4" 23 E 23'-6" 36 I 15'-0" 20 �+ , 14'-3" 18 B 14'-3" 29 17'-2" 19 17'-2" 31 16'-6" 18 C 16'-65,_7„ 332 l7 18-0 7'-8 7 22 C. 16'-0'7_1 333 6 J 8-6, 8 14'-1' 20 C 13'-6" 29 G 1T-0' 22 C 16'-3' 32 G 16'-2" 21 y' ..� 7,7„ 9, 13,-0„ , 18 C 13,-0„ g0 G 6 D 1 E 5.�„ 332 15,_6,5 3" 122 C17'-0'6 8" 122 E 17'•0" , 332 C7 21'-121'-6" 224 E 21'-1 Q_8 334 H I G H 10' 13-3 21 12'-9' 30 ? LL 12'-9" 18 12,_g„ 30 G+ 15'-4"5,_2" 122 E 15'-4"a,-7 331 �+ 14'-9'4-6" 122 E 14'-9'4 D, 331 (�. 16'-15 10 223 E 16'-175,_3„ 332 C7 20'-20 4 225 E () 6'-10" 10' 12'-7" 21 C 12'-1' 30 11' 0- , 12'_2" 19 12'-2" 31 14'-8" 20 14'-8" 32 15'-4"5'-2" 223 E 15'�' 332 G H 19 9 9-6, 225 E C 11'-T- 30 G 14'-0" 23 E G 73'-10' 23 E o T' 11'-8" 19 11'�" 31 14'-1" 20 5'-B" 12' 11'6" 22 C' 11'-1' 31 G IT_10' 23 E REVISIONS `g 6 S ATTACHED FREESTANDING ATTACHED FREESTANOlNG ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDfNG Mq)(•ppST FTG. MIN. MAXPOST FTG. MIN. o '3 MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAx.P05T FTG. MIN. MA%.POST FTG. MIN. '= MAX-COL �� MAx.POST FTG. MIN. MAX.POST FfG. MIN. MAXPOST FTG. MIN. TYPE (SPAN) (1) TYPE Fes- SPACING m� SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) TMPE S(PANN) (1) TMPE S(PC G Q") TMPE S`PC PN�) TMPE SISPANG (���) iPIO'PE SISPPM (���) POST SPACING QN.) POST m ON SLAB ¢ (SPAN) (t) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) 35 I 29'-2" 20 C 28'-9" 37 K 5' Cc (2)•(3) r 34 H 20'-9" 22'-4" -0" 17 1T-8" 33 G. 21'-8" 19 B 21'-4" +s+sn 13'-7" 5' 1T 3' 20 B 16'-6' 34 H 20'-10 21 20'-0" 36 K 20'-0' 21 19'-1" 34 I 1'-10' 21 C D'-10' 36 K 28'-2" K 6 45TELJ0B: O li 19._1„ g6 I 25,_g., 24 E 24,_7„ 38 „ 16,-4„ 18 16'-2" 32 G 19'A" 19 G. 19'-7�'8,-0, 335 H 119 8'-3" 121 B C 18-8T-6" 333 H 120 20'-0" 122 20-4 34 H 26'-8" 21 26._3„ 36 DATE asz3-Is r11-4 6' 15'-10' 20 B 15'-1' 33 H 19'-1" 22 _ Y� E 22�_9„ 37 K 7 AT ' I 9,_g„ 7, 15,_2„ 78 B 15'-04 0" 333 G H 18 7'_8" 222 C 18''76'-10' 334 H 1r 17'_p" 122 li 1736-2" 333 G H 19 18'-6" 223 C 18'-117,_8„ 335 H 124 23'-10' 225 24-4 35 I DRAWN BY 14'-8' 21 NECKED GM J 8,-0„ 8, 14'-3" 19 B 14,_1 31 �. 17'-1'6 7 223 C' 17'-6 10 334 G H 16 S' 10 222 C' 16,15'-2" 332 G H 18 T-4" 223 C 17 86-7 334 G H 23 -3 225 22,_g„ 35 I 8' 6. 13'-9' 21 C 13'-1" 32 e E D'-t^ 36 K 91 LATTICE COVERS ATTACHED 7'_7„ g, 73,_6„ 19 C 13,_3„ 30. G 16'-15'-B" 223 E 16'_0'5 0" 333 G H 15'-0„5 0" 223 C 15'-14 3" 332 G H 17 0 6,�„ 224 E 16'-8"5 7„ 334 G H 21 21'-1" 226 21-0 34 13'-D' z2 t2'-4' 32 �+ BEAM SPANS, l7 15'_T' 24 E 14'-10' 33 20'-D" 26 19'-1" 36 I ¢ " 12'-9" 20 12'-7" 30 G 15'-0" 21 E 15'-2" 32 G 14'-9" 21 E 14'-6" 31 16'-1" 21 15'-1 32 H 20'-9" 23 E 20'-4" 35 H I 10, &FREESTANDING (n V-10' 10' 12'-3' 22 C 11'-9' 31 14'-70' 24 14'-2" 33 H 14'-2" 23 13'_T' 31 11' 10 PSF L.L,110-130 MPH i L7 14'-2" 24 E 13'-7" 32 G 13'-7" 24 E' 13'-0" 31 C7 14'-10" 24 E 14'-2" 33 H 19'-1" 27 E 18'-2' 35 i 12'-2" 20 12'-0" 313'-10" 32 15'-4" 22 15'-2" 32 19'-9" 23 19'-6 ��\'11 O 6'-2" 11' C 11'-3" 31 I 12 \�"I 3 5 ` s � „ 91,_8„ 20 11•-6„ 31 G 14'-113'-7" 224 E 13'-113'-0" 332 H 13�3-0" 224 E -0" 332 H G14 94-2„ . 25 E 14 63.7„ 332 H 19 8_3" 227 _ 5'-B 12' 11'-T 23 C' 1D'-9' 31 uGTwsxEEls I � F p E C3 R s N ATTACHED&FREESTANDING LATTICE COVERS o co 10 PSF LIVE LOAD-110,120,130 MPH-EXP.B&C w DBL.3"x8"x,042"BEAM [� F— Q � P W/D8L.12 GA,STL INSERT Z � U fly O O X . < ATTACHED FREESTANDING a W NJIXCOL FE MAX.POST FTG. MIN. MAx.POST FTG. MIN. 9 Q Z SPACING Dg SPACING IN. POST SPACING (IN.) PORT m a, ON SLAB (SPAN) (1) TYPE (SPAN) (1) TYPE M C (2),(3) G 32'-0" 19 32'-0" 34 H p U) � 13'-7' 5' 37 21 E 31'-2" 36 K 5 N 5� ch z r 1 6, 29'-29,_2„ 122 2a,-0" 36 H cn I 6' V-4" 3 t4ow CF) rn 9,_9„ �, 27,_1„ 20 E 27'-26, 335 H 1 7, 27'-1° 22 , 25'-3" 20 25'3'• 34 � ESSlpyq( 23 E 24'-8" 34 H 91+ J 7-7 g_7 9' E 23'-3" 34 H � 3'-10" 23 5 21-R 21 2T-6" 35 10' S 5885 r 5,$„ 12, 20'-a" 12 _ 20'-8" 25 E 20'-2" 36 J OF CAl\F� 06-23-16 >g ATTACHED FREESTANDING NIAX.COL. SPACING o r MAX POST FfG. MIN. MAX.POST FTG. MIN. �€ S ON SLAB oN `PACING IN.. POST SPACING (IN.) POST DURALUM r y(SPAN) (1) TYPE (SPAN) (1) TYPE 32'-0" 20 E 32-30'3" 008 K S IAPMO 0195 32'-0" 23 N 29'-2" 20 29'-2" 35 I 6' ,r. 11'4, 6' 29'-2" 23 E 27'-8" 37 K y,_9 7, 2T-1" 21 E 27'-2"5'-8" 337 1 K 7, AHIAPPROVAL 27'-1.. 24 25'-3" 21 25'-3" 34 H 8' 25'-3' 25 E 24.... 36 K s .J 7'-7' 9, 3�-10" 225 E 3 z2._0„ 335 9 LL (n 6'-10" 19 22'-8" 26 E 2V-1" 15 Z1,_g„ 22 21'-8" 36 11' s CD 6'-2" 11' 21'-6" 26 E '- 5,$„ iv2V-8„ 23 E 0 20,_2" 335 K I 12 20'8" 26 NEVISKNIS y k> ATTACHED FREESTANDIN NIPX.COLF MAX.POST FTG. MIN. MAX.POST FFG. MIN. o SPACING m� SPACING ON. POST SPACING IN. POST m§ e OzJS(13 B F$' (SPAN) (1)) TYPE (SPAN) (1) TYPE F 3T-0" 21 32'-0" 38 K 5' 13'-7" 5' 32'-0" 24 E 29'4" 40 c s1¢ICea 1F1Si1 C7 29'-2" 22 29'-2" 37 K 6' r 11'.q„ 6, 29,_2" 25 E g'_10" 39 062115 E DAM 7, 27,_1„ 22 E 27'-14-10 338 K 7� AT j I 2T-1" 25 DRAWN a1' i 25'-3" 23 25'-3" 36 J 8' E 23'-3' 37 K 8' CHECKED GM 3 J 7'_7" 9' 2P'-0„ 337 I K 9 LATTICE COVERS ATTACHED 3'-10' 28 U-' 2z-6 _ &FREESTANDING 6'-10" 10' 0 BEAM SPANS, d �i 2p_g" 11' 10 PSF L.L,110-130 MPH i C 6'-2" 11' 21'�" 27 E 9'-10" 36 K r , 20'-6" 24 20'-B" 36 J ' s V-8" 12 20'-8" 28 E 19'-1" 36 1 12 SH 36 3 OF50SHEE75 I J E F G R ll D A B D D (V o I'' o � 1'1 o 1 ATTACHMENT DETAILS FOR INSULATEL) ! :TRUCTURAL SANDWICH PANELS N N o E W rn c0 C, ~ < m U rn {—21,740 ALUM.ALLOY I 6063-T6 ' O < LL- ROOF SLOPE SHALL BE 1/4' 1 12' MIN, T=,060" 3.200' u w > OR 4.450' ¢ z FOR APPROVED o O 3' OR 4 1/a' INSUL, ROOF PA L ALLFASTENERS o uf) o SEE NOTE BEL❑ SEE TABLE SHEET 8 N )= z \ �rn 3"OR 44'APPROVED STRUCTURAL SANDWICH PANEL, _ SEE NOTE BELOW -1,880=+ 3"OR 4.25"HANGER CHANNEL QEypEESSlqyq( K' w S 5885 HEADER BEAM AND ENCLOSURE WALL SYSTEMS B MUST BE LC.C. E.S, AND/OR IAPM❑ E.S. LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF, BLDG. & RESIDENTIAL CODES. OF CAl ❑PTIONAL DECORATIVE FASCIA 06-23-16 ( WOOD, ALUM. OR HARDBORD FASTENER PANEL TO HEADER BEAM CMNM,E SHEET EXTRUDED EXTRUDED 4 SEE SHEET 4 'IR3' GUTT DRIP EDG DURALUM IAPMO 0195. Mi APPROVAL SEE SHEET 8 I—BEA (AS SHOWN IN THIS REP RT) OPTIONAL RAIN GUTTER ' BEAM s (AS SHOWN IN THIS REPOR i ❑PTIONAL NON—STRUCTURAL FASCIA 5 d 4 d REVISIONS s TABLE 1 1uac nre uxwriox MAXCOLUMNS PACING NOTE: ON SLAB THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS (130 MPH,EXPOSURE C) EVALUATION REPORT MUST BE ICC-ESR 1230 EVALUATION REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR asT¢.wB: 1G1BT1 i TRIG. 10 PSF 20 PSF 2013 CALIFORNIA BUILDING CODE,WHICH MUST BE SUBMITTED WITH THE DURALUM ; WIDTH L.L. L.L. PATIO COVER DRAWINGS INDICATED IN THIS REPORT. DATE 06Y11fi 5' 12'-6" 10'-0" omwNSY AT 6, 10,_5„ 8,_9�, Dm g NOTE: CHECKED e 7 9-0 8 0 ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 6' r-10" 7'-6" ATTACHMENT DETAILS 91 FOR INSULATED 11a STRUCTURAL SANDWICH PANELSSH - 47 , 3a 410FSBSREETS a H F G A B C D E Q, N N cio In ` W m oV-) T RUCT 4' ~ ¢ � ' °\essionG/P QROFESS/0/y Q�pFE5510yq0 PA� ��`� K• RpSFp p�P� s ORy� o o ND.9 i h A G>; �j / m LICENSEC W 466229-2203 ' W J 2 2 S 5885 - PROFESSIONAL y O 1 U95TIN C 72487 m GIN E O R C.) Z O� N c7 TE OF l - + /IONA U SP 0 FOFCAUFGQ- OF CAl U 5' R�q IP1� rn 1 3 / 31 p r"s 06-30/ ESs1pN eR0FE551gy9� S 5885 .•aalu - `S°QRpF�ESSIOrya� ROSF'�,'a . R QRpF - F; � p \ MEN �/ C40 llUSTIN 07 �.`�`��% \`'C� J :.��pEN5F0.'••'L C' 9T J� k7 !O 'L iu ROSEPINK y .. .. O° .'F ? 02 DUSTIN K. F p 2 O G1OF CAL\F c , \,.._ _ ❑ ROSEPINK ='jIDUSTIN ROSEPINK = 20550 N Exo.lM1ly . T 20460 — 10 z � 06 23 16 P O 019a6L /OIV.AL 6C` OF'TH DPKE a 4,:,nBBmnn,.v "„miuu I° DURALUM `�'P•72/311 � IAPM1 0 0195 AH PROVA p,nin„p .\Opal Eng/ne �55\OVAL E4,G/y s �NCA/�p'''�,. ��EGNEF�cS,s/ S,t1NK.ROSF/,/ \Q'�SSI K. ROIC�. QOF \GENSF� Kc�P 0 ......Vil ��`� �N ER Oy q� wOFWA l�O y"f' Qi°Jy� 12202 �A'L J 4 t 1W ': iV 9 TO O :Q 81971PE „� _ 16508 SEAL - 3 i. 53 `..... _. 9 .. _ G N ROS�e /N /pNALE� Y D M 1N z/NK.FjOs�s` K.RO 5 REvlsions 6 lumt a� nE��wi 010it ? 90TELJOBF F OF j tX\ DAre 06L 16 = OF MtsSO BRAwNev AT i !'Q' G? i 5, .S r� DUSTINGV AOSEPINK * * CHECKED GM e 'F * •••DUSTIN ROSEPIN• � } a N �4 of i ADDITIONAL STATE LICENSURE STAMPS ZONAL SH - 50 W OF W SHEEf9 d d c e GENERAL NOTES AND SPECIFICATIONS: FOAM CORE J ADHESIVE TE d) O J F i) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON - (NOTE 20 Q i Q N RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE EXTERIOR FACE LL ? m U (CBC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS ' AS REGULATED BY TITLE 25 OF THE CALIFORNIAADMINISTRATIVE CODE (NOTE2b) Z hW y 2) MATERIALS: a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS / OR BET7ERALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN \ O a0 < _ Z FOR 3105H26, 4'-0' ADHESIVE INTERIOR FACE Q Z.� O 1p J IN THE APPROPRIATE ALLOWABLE SPAN TABLET THE UNEXPOSED SIDE OF THE INTERIOR NOMINAL L _ METAL SKIN SHALL HAVER BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE (NOTE 2d) (NOTE 2a) Z ��n D z a Z DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS \� _ Q m K O = Q a SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL \\\ ' ® (SEE ALLOWABLE �ONSa QLL o 0 ® SPAN TABLE) O `? .. b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS p /�(�\\ FOR 3105-H26,OR SETTERALLOY AND TEMPER. THICKNESS OFSKIN SHALL SEAS SHOWN G T\\ PANEL INTERIOR DETAIL I� H 0 o IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OFTHE EXTERIOR / \\ !n 0 NTS W METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE \\\ Q a' DEFINED IN d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS \\ A �p(tERIOR SKIN Z Q O SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL \ K Z THICKNESS B \\\ (SEE ALLOWABLE SIM \\ O u. 2 c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SPAN TABLE) \ J SHOWN IN THE ALLOWABLE SPAN TABLE I) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE FAN BEAM OF SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-0' •• MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) SECTION 8113.1.1 OF THE 2013 CBC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE I TYPICAL BCD \ °°•� •° °••° ~ FOAM IN ACCORDANCE WITH ASTM C578. °°•°• O a a FBH INSIGNIA Q INTERIOR SKIN d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER LOCATIONS. ¢ MORAD M-660 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS \T� TYPICAL HCD COMPANY,AND RECOGNIZED UNDER ICC ES EBR-1023,OR ISOGRIP SPSOSOD,A FBH INSIGNIA 0 b m.. PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY LOCATIONS PANEL EDG E DEI AIL / D� W. AND RECOGNIZED UNDER ICC ES ESR-1140.THEADHESIVE ISACLASS 2,TPEII, TYPICAL ROOF PANEL y' S w a STRUCTURAL ADHESIVE.UNDER ICC ES AC05. - NTS x's c O u w c g 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM.2 ABOVE SHALL PROVIDE qq u CERTIFICATION WffH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT ��<n CONFORM TO THE APPLICABLE SPECIFICATION(S)ANWOR DERNITION(S)OUTLINED ABOVE ENGINEERING, INC* €9= ; 4) THE MAXIMUM ALLOWABLE SPAN,FORA GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN - - �' •�- Bo PROVIDED iN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT APPROVED FACTORY BUILT I-IOUS.ING =' PERMITTED. ? 9 r�L erifications and installation 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTIONOF SPAN WITHNO TRANSVERSE JOINTS. ANEL ,�� These ;M.L.nI . hav roved pursuant to 3661 t-o.OBo- \� \a ha.e been app =ga r 6) THE SUPPORT AND STRUCTURALATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM 6068-T5 a Llb andsa w 'cti SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS _ l?a 1th and >afety Code, Division 13, Part ¢ APPROVED BYTHE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM -0.0534- --O.D934 land re-. WO—ns adopted thereto. r. . Eg;w THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS ANIJ SPANS FOR .°.?; iOVe EACH SPECIFIC PROJECT. ae • ° .a I 73.50MOD Approval herein does not authorize or app"aofiDD any c rissipns oT deviation from state Iavrs or 7) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS.ALL INTERFACES BETWEEN THE �•£< +;;° °'° "° . 1.5000 ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT0'� R0.0200 valid Ipca) ordinances.• •. .8) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL ORALUMINIZEO,HOT-0IP.GAI,VANIZE00R ;, °e.°•e.e, e°.pe � RO.0200 �(s plan Is approved as a building is pPonly ELECTROGALVANIZED STEEL. - e.9 •°_ °�"1• g ystems, and is app lans.°' and/or building s 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURER'S ° - o COILdILi0175 d5 shown or. the p a w _ to the Design ''u1 o IDENTIFICATION NUMBER SHALL BE LOCATED AT ANY OF THE FOAM EDGES ON THE FOAM CORE ry JI P F�r}}j� ,y(pdel RP ? OF EACH PANEL Plan A�pprpvai o. SEAL WASHER WITH NEOPRENE 10) FASTENERS SHALL BE Y.'i4 SELFTAPPING SMB AND 7'O.D., � _ - RFF7 0 INSERT.THE FASTENER LENGTH WILL BE I-LONGER THAN THE PANEL WIDTH.ALLOY AND C. �\ ppp��Y is pproval Date w m $ MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.0621NCHEB RESPECTIVELY. FAN BEAM DETAIL r f �\ _ 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO'SINGLE COAT NTS a `a a o STUCCO SYSTEMS. 8 SIN E 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE-EQUIVALENT"UNIFORM SNOW LOADS. a CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMITED _ CO TO,DRIFTING AND SLIDING SNOW.- E 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NT CONTAIN ORIGINAL SEAL AND Cp-L I ti�'�`pG�,• A P ' SIGNATURE(IN BLUE INK)BY THE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING $ � m APPROVAL STAMP. L�• G F p 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E708 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS 0'RATING. W 1 15) UNLESS OTHERWISE NOTED,THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE STRUCTURAL ASPECTS OFTHE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS.INCLUDING 3� FIRE SAFETY PROVISIONS.OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE !T(ICiJ� ADDRESSED BY THE MANUFACURERANDIOR CONTRACTOR -:_z 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE CEILING FAN PER 4'WIDE __ WETSIGNEDDOCUMENTHAS y PANEL WTHA MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE,THE ALLOWABLE LOADS SEE NOTE I3Q EMBOSSED CORPORATE SEAL PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. —_- VISIT W WW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN z IS: 807008 CA-LRP-2410 I __ .. NOTES: F p ay o (1) -ROOF PANELS ARE INTENDED FOR USE WITH.A PATIO ENCLOSURE AS DEFINED IN APPENDIX J Z 00 N CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES,APPENDIX CHAPIER H OF THE U ra U N O AIIDwa61e Span Table and Uplift Fastener 5 aCln (1)R)(5) 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAPTERI THE RE51 4 z m CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIAAO RESIOf]SML 13 (D z 3.00 indh-0.024"-1.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT CODE. Z w w o A [led Pressure for Des i n Minimum Panel - 1p Loading type Slope(Per Foot -THEAPPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN N THETABLE IS AN o o m n 10 PS; IS psf 20 psf 25 psf 30 PSI 35 psf 40 psf 45 psf 50 psf Psf of Pm ectlon(`I 'EQUNALEM"UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS .- N THE CODE AND SITE Uve 16'-0" 12LI" 3/8"/foot SNOW. AFfE PRESENTED ER DETERMINATION OF TH SPECIFIC PLIED PRESSURE,THE ALLOWABLE PANEL SPAN 15 Q ° u Z Wind(Upward) 17'-0" - 14'-3" 12'-6" if-3" 10'-4" 8'-10" T-9" 6'-30" 6'-2" 5'-7" n/a DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD LL d < W Wind Downward 16'.-0 13'-8" 12'-1" 11'-0" 9'-10" 8'-6' T-5" 6'-8" 6'-0" 5'-S' n/a COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS 75 REPEATED F00.EACH Z 4a O z a-Z Snow li'-4° 10'-2" 9'-3" 8'-6" 7'-5" 6'-8" 6'-0" 5'-5" 1/2"/fwt OF THE FOUR(4)LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 40.m a O S LOAD TYPES SHALL BE THE°ALLOWABLE SPAN"USED FOR THE PROPOSED APPLICATION. o N V a Q 13 No Fastener Spatlng[m z p o for Uplift Wind Loads 15" 11" 9" 8" 7" fill fill fill 5^ 5" -UNLESS OTHERWISE NOTED,THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS ZQ � a 24-INCHES. ED o N p (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL Z U, A (1)(1)(5) SKINS OF 10 DEGREES FAHRENHEIT. Allowable Span Table and Uplift Fastener Spacing 0_ Z o 3.50 inch-0.024"-2.0 cf EPS-0.024" WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE 314 SMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH A lied Pressure for Design minimum Pane OF FASTENER SHALL BEAT LEAST 11NCH LONGERTHAN ROOF PANEL THICKNESS. ALLOY AND UL <I Loading Type Slope(Far Foot MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062INCHE5,RESPECTIVELY. 4 � 10 PSI 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 Psf 50 PSI 55 PSI of Pro eWon[0) U 1/4" foot (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE Live 17'-8" 43'-0° MINREQIMU D WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING,CAN INCREASE Wind(Upward) 18'-10" 15'-9" 13'-7' 12'-1" 10'-6' 9'-0' 7'-10" 6'-11' 6'-3" 5'-8" n a PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH• Wind(Downward) ST.-B" 14'-11"+ 13'-0" iv-9" 10'-0" 8'-7" T-fill 6'-8" 6'-0" 5'-6" NaARE i D z Snav 11'-8" 10'-6" 9'-7" 8'-7" 7'-6" V-B" 6'-0" - fill 3In-/foot (5) DEFINED IN THE LODE MAXIMUM SPANWHEN PANELS WITHOUT AN INTERNAL ASHALL BE LIMI E O 4 0 ORTHE 2-NCH,IS'4'FOR ~ p o N U Fastener Spadng D) THE 3-INCH AND 20'-0°FOR THE 3.5-INCH AND 4.25-INCH ORTHAT INDICATED IN THE SPAN a ¢ 14" 30" 9" T' T' fill 6" fill 5" 5" TABLE,WHICHEVER IS LESS. M s m for Uplift Wind Loads WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBIEGT TO MAINTENANCE LOADS(AS DEFINED <: IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 19'-7'FOR'IHE 3-INCH OR THAT INDICATED oll e IN THE SPAN TABLE,WHICHEVER IS LESS. z zed (1)(2)(5) (6) ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED a Allowable Span Table and Uplift Fasteners atin (6) THICKER PANEL CONFIGURMANUFACTURED WITH THE m w ¢ 8 4.25 inch-0.024"-1.0 d EPS-0.024" WITHOUT FAN BEAM INSERT SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO o o u w o AD led Pressure for Design Minimum Pane LONGER SPANS 15 PROHI'er�. 5< Loading Typo Slope(Per Foot ° Y 10 psf 15 psf 420psf 25 psf 30 psf 35 PSI 40 psf 45 psf 50 PSI 55 PSF (') (7) THE FASTENERS HAVE APULL-THROUGH ' INui�'!ccitiRiFr, iiVGCAPACITY OF 110 Las FOR THE SPECIFIED A r /' ,UVe 19'4' 1 4" footFASTENER USING A FACTOR OF SAFETY OF Wind U ar 20'-0' - 16'-11" 13'-0" 11'-10" 10'-11" 101-3" 9'9" 8'-11" 8'-1" n a 3.0, CAPACITY OF FASTENER AND Wind(Downward) 19'4' 16'-0" . ER To THE 12'-T' 11'-6" 30'-8" 10'-0" 9'-5° 8'-8" T-10" n/a SUPPOCONNRTTIING STRUCTURON OF THE E SNOUTSIDE THE riilri.'`.jVrC-i`�s ��A O"r.�`r 6�JEi.T i'€ 3611SiM3a 11'-3" 10'-3" 9'-6" 8'-11" W-5" W-0" T-8" 3 8" foot SCOPE OF THIS ENGINEERING. iFastener Spadng Ph 3" 3" These plaDS, Specifications and installation n !for Uplift Wind Loads 11" ell 6" S' 4" 4" 4" [eC(uiFem2nt5, have been approved pursuant to 661 Health and Safety Code, Division 13, Part - 6wo^ `s and regulations adopted thereto. f� a n)axs) g ° Allowable Span Table and Uplift Fastener Spacing ! Approval herein does not authorize or deprave 3.00 inch-0.024"-1.0 cf EPS-0.024" WITH FAN BEAM INSERT - AppliedPressureforDesign d❑ Ini55Ons Of deviation front, state law$ Oi S Minimum Panel Y O Loading Type Slope(Per Foot valid loco ordinance.- T 413'-4" 0 psf 25 psf 30 psf 35 psf 40 psf 45 psF 50 psf 55 psf Protecdan[°I Live 3'-4" 3 8" foot This plan is approved as a building component c Wind(Upward) 3'-9° 12'-5" 11'-5 10'-7" 9'-9" 8'-8' T-10" ! T-1' n a dnd(Oi building 5;-'SiemS, and IS applicable only g Wind(Downward) 3'-4" SP-2" 15-2" 10'-5" 9'-fill 8'-5' T-7" 6-11 n/ato toe Desgn Ccnditiohs as shown on the pions.210'-3" 9'-6" W-11" 0-5' 7'-7" + 6'-11" 2" foot GkJ"D Plan Approval 1i0. �ModelFastener Spadng[n7" 6" 5" 51' 4" q„ q�, q„ r 3 ? a z for Uplift Wlnd Loads Exp[i��.'es —�R+pp[ovaf Date MAR 3 201u ` F,n F 7�yy J� U i ,l• � a rrt � E Allowable Span Table 2.0 inch-0.024"-S.OPcf EPS-0.024" _ a MaximLm Applied Minimum Panel Loading Typa Pressure for Max Span Slope(Per FaPl of 'Design uve 20 psf 4'-0" 3/8'/foot. N Wind(Upward) 55 psf 4'-0' n/a _ _ Wind Downward 55 PSI 4'-0' n a A� 07 11 Snow 55 psf 4'-0' 1/2"/foot Teti _ 8�.,. THE 2-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT. - !� P. 7 o 1 / _VA A _ TF F CAISEO¢ WET SIGNED DOCUMENT HAB VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMIT T ED. PLAN # IS: 807008 CA-LRP-2410 EMBOSSED CORPORATE SEAL N o D GENERAL NOTES AND SPECIFICATIONS: ADHESIVE J z O (NOTE 2d) FOAM CORE i) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON (NOTE 2c) LL s Q M RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE EXTERIOR FACE z w U (CSC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS (NOTE 2b) Z - w AS REGULATED BYTITLE 25 OF THE CALIFORNIAADMINISTRATIVE CODE 2) MATERIALS: a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS INTERIOR FACE LL K U n Z FOR 3105-1-1254,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN © 4,-W ADHESIVE �� °-' � W IN THE APPROPRIATE ALLOWABLE SPAN TABLE. THE UNEXPOSED SIDE OF THEINTI:RIOR NOMINAL (NOTE 2d) (NOTE2a) METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTERAS SPECIFIED IN \\ ® ( LENGTH Q m O 2 Q a o THE QUALITY CONTROL SYSTEMS MANUAL SEE ALLOWABLE o O a LL M ® �i\ SPAN TABLE) Z O 4 b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS © F = o FOR 3105-H254,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN Cj �\ PANEL INTERIOR DETAIL rn Q N \\ IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE EXTERIOR \\ NTS Q W N METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED \\ IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN o \\ A EXTERIOR SKIN Z ¢ � THE QUALITY CONTROL SYSTEMS MANUAL THICKNESS U \\\ " Z o U (SEE ALLOWABLE SIM \\\ 4 c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SPAN TABLE) Q J SHOWN IN THE ALLOWABLE SPAN TABLE 1) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE OF AN BEAM ON 4'-0' SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS ( J - MANUAL THE FOAM SHALL MEET THE REQUIREMENTSFOR CLASS A MATERIAL PER WIDE PANEL) SECTION 803.1A DF7HE2013(:BC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE IX TYPICAL HCD FOAM IN ACCORDANCE WITH ASTM C578. FBH INSIGNIA © \ W INTERIOR SKIN O LOCATIONS d) THECOMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER TYPICAL HCA m- m MORAD Mfi50 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND NAAS FBH INSIGNIA Q COMPANY.AND RECOGNIZED UNDER ICC ES ESR-1023,ORISOGRIP SP5050D,A LOCATIONS PANEL EDGE DETAIL (� w PROPRIETARY ADHESIVE MANUFACTURED BY ASHI1vJD SPECIALTY CHEMICAL2MICAL COMPANY TYPICAL ROOF PANEL `—' 3 8 J w AND RECOGNIZED UNDER ICC ES ESR-1140.THE ADHESIVE IS A CLASS 2,TYPE II, w ¢ r STRUCTURAL ADHESIVE,UNDER ICC ES ACOS. xrs NTS o a u of c s 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION S WITH EACH SHLMENTTHATALL COMPONENTS PROVIDED W'ITHINTHE SHIPMENT CONFORM TO Tug THE APPLICABLE SPECIFICATION(S)AND/OR DERNmON(S)OUTLINED ABOVE `o--'4 ,4j THE MAXIMUM ALLOWABLE SPAN,FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED TIE SPAN . .. C.IVIJ• �NGI '[ I�Gr INC $ _ PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. - $ EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT APPRO FACTORY BUILT HOUSING a . PERMITTED. L y 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTIONOF SPAN WTII-INOTRANSVERSEJOINTS. (HOBOANF1 These plans, specifications and installation ozs 6) l}iESUPPORTANOSTRUCTURALATTACHMENTOFTHESUBJECT PANELS SHALL BE ALUM 608&75 requirements, have been approved pursuant to o o d iZ. g SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS Health and Safety Code, Division 73, Part ?a4m s APPROVED BY THE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM ° 7gv{" 3a and regulations adopted thereto ,6- zi THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND SPANS FOR a e='\ e [ F}: t7;4R ommEACH SPECIFIC PROJECL. Approval herein does not authorize Or dpprOve _;✓ °°•^' 1 � - any Omissions or deviation from state laws or 57) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE , D.ORO.D2t1OValid local ordinances. ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. •.. i •8) METAL PANELFASTENERS'SHALLBESTAINLESSSTEELORALUMINIZED,HOT-0IPGALVANIZEDOR °'.: °e. ve"a 20D This lan is approved as a building component EELECTROGALVANIZED STEEL a.< .•ee °^~ ---- P and/or building systems, and is applicable ally it s 5 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OFHOUSING INSIGNIA AND MANUFACTURERS to the Design COntlitiOns a5 sti(/W11 on the plans. $ o m m s IDENTIFICATION NUMBER SHALL BE LOCATED AT ANY OF THE FOAM EDGES ON THE FOAM CORE OF CM'7- f1p?7Zry g e EACH PANEL Plan Approval No. �"P`FeH�Model_. 10) FASTENERS SHALL BE'ai4 SELF-TAP PING SMS,AND 1"O.D.,SEAL WASHER Wmi NEOPRENE MAR A n 2 9 2016` e _ �� � F1❑ B dL 1 INSERT.SS FASTENER HEADER SHALLBEBD -TO S EPANELWKHHALLOYANDMINIMUM FAN BEAM DETAIL E1F,pjr proval Date - : a THICKNESS OF HEADER SHALL BE 6063-TB AND 0.0621NCHE5 RESPECTIVELY. �Lj��EFF�� 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO'SINGLE COAT N7.S e e s STUCCO SYSTEMS: 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE"EQUIVALENT'UNIFORM SNOW LOADS. g CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMITED TO, DRIFTING AND SLIDING SNOW. CfS 13) PLANS ARE CONSIDERED NULL AND VOID IFTHEY DO NOT CONTAIN ORIGINALSEALANO tV �Q ;.LR(% SIGNATURE(IN BLUE INK)BY THE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING l��. .•9 (,'� _ g APPROVALSTAMP. 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO pJ; W w r� S- 17 z s MEET THE CONDITIONS OF ACCEPTANCE FORA'CLASS B°RATING. ! P. �17 15) UNLESS OTHERWISE NOTED THE SCOPE OFTHIS DRAWING PACKAGE IS LIMITED TO THE r * * y STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS.INCLUDING FIRE SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE /RJCtUta` a�C el ADDRESSED BY THE MANUFACTURERAND'OR CONTRACTOR. - lgfOF OAt-%� 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE CEILING FAN PER 6 WIDE WET SIGNED DOCUMFM HAS PANEL WITH AMAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE THE ALLOWABLE LOADS sEENOTEI3 © TB4BASFD CORPORATE SEAL PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN *,#IS: 807008 CA-LRP-3220 N NOTES: Allowable S an Table andU lift Fastenerspacing(11(=)ts7 (1) -ROOF PANELS ARE INTENDED FOR USE WITH APATIO ENCLOSURE AS DEFINEDIN APPENDIX J �N CHAFFER I OF THE 2012 OR 2009.INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OF THE U w Q Co 3.0 inch-0.032"-20 d EPS-0.032" Ashland or Rohm and Haas Adhesive-WITHOUT FAN BEAM INSERT Minimum Panel 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAFFER I OF THE 7.013 CALIFORNIA LL d M A lied Pressure for Design BUILDING CDDE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL CODE. U 3 t5 o U Loading Type 03 Slope(Per Foot 10 ryf 15 psf 20 psf 25 psf 30 psf 35 F6f 40 psf 45 psf 50 psf 55 psF of Pm'e[Hon (O -THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE IS AN Z U om 3 9" foot "EQUIVALENT"UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMB NATIONS Uve 18'-0" 13'•4" PRESENTED IN THE CODE AND SITE SPECIFIC CONDIRONS SUCH AS DRIFTING AND SLIDING SNOW. Wind(Upward) 19'-9" 16'-4" 14'-1" 12'-7" 11'-4" 9'-8° 8'-6" 7'-6" 6'-9" 6'-1" n/a AFTER DEETERMI ATIOUSINN 0 G THE GF THE PLIED REATEST CALQE THE ALLOWABLE RATE PRESS RE FOR AALLL LOAD COMBINATIONS SPAN 15 DETERMINED Q a V W Z Wind(Downward) 18'-0" 14-3" 13'-4" 12'-0" 10'-7" 9'-1" B'-0" 7•_2" 6•_5" 5'-10" n/a 'PE- THIS WHICH 0- Snow 12'-8" 11'-5" 1MA. 9'-1" B--0" 7'-2° fi'-5" 5'-10" 1 2" foot LUAU 7YIPESu THE MINIM M ALLOWABLE SPAN CALDE THE SPECIFIC LOAD T'iCULATED FOR EACH OF THE 4 LOAD TYPES M0.ALL Z qa o BE THE`ALLOWABLE SPAN'USED FOR THE PROPOSED APPLICATION. Q >v O = K EL m Fastener Spadng pl - 4•� 3" 3^ 3' , oN 0 0. ¢ U_ c for UPlift Wind Loads 11 8" 7" S' S" 4" Z O o UNLESS OTHERWISE NOTED,THE MAXIMUM SAVE PROJECTION OF THE ROOF SYSTEM]S 24-INCHES. C3 O n (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE TWO PANEL F- ❑ 3 2 5 8 6 SKINS OF 10 DEGREES FAHRENHEIT- to U � Allowable Span Table and U lift Fastener S acin ( )( 3( 1 ( 3 4.25 inch-0.032"-2.0 cf EPS-0.0327 Ashland or Rohm and haas Adhesive-WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE BE T LEAST WITH O.D.PLATE WASHER AND NEOPRENE INSERT.AND MINIMUM LENGTH OF of Z c Applied Pressure for Design 1 Mnimum Panel 1H�EER OHF HEA ER S BE 606 I INCH LONGER6 AND 0.062 INCHES,RESPECTIVELY. THE FASTENERS HAVE Slope(Per Foot Loading Type SO psf 15 psf 2D psf 25 psf 30 psF 35 psf 40 psf 45 psf 50 psf 55 It, psf of Pro(Pion of A PULL-THROUGH CAPACITY OF 110 LES FOR THE SPECIFIED FASTENER USING A FACTOR G SAFELY LL f3 OF 3.0. CAPACITY OF FASTENER AND CONNECTION OF THE FASTENER TO THE SUPPORTING Q 3/8"/foot STRUCTURE IS OUTSIDE THE SCOPE OF THIS ENGINEERNG. U Uve 22'-11". 18'-3" WILL Wind(Upward) 23'-W 21'-5" 19'-Xl 17'-6" 16'-4" 15'-4" 14'-6" 13'-10" 13'-3" 12'-9" n a (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED INCREASE BE Wind DOWnWard 22'rlLOPES l" 20'-1" 18'-3' 16'-10" 15'-9" 14'-1P' 14'-2" 1'3'-6" 13'-D" 12'-6" n/a REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING, 0 O z Snout 17'-7" 16'-3" 15-3" 14'-5" 13'-7" 12'-10" 12'-21, 11'-8" 112 ° foot pONDING CAUSED BY IRREGULARITIES IN THE WATER ROW PATH. F ; (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS © ¢ ¢ = U Fastener 5padng L;3 10" 7" 5" I 5" 4" 3" 3" 3" 3" 2'� DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 22'-4`FORTHE 3-NCH AND 23'-0' for Uplift Wind Loads FOR THE 4.25-INCH AND 6-INCH,OR THAT INDICATED IN THE SPAN TABLE, forEVER DEFINED IN m < � ' I WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUB3ECT To MAINTENANCE _ r a ❑ m $ THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 23'-0"FORTHE 3-INCH AND 4.25-INCH OR THAT (a•)(=)fs) NDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. Z 3 ui e Allowable Span Table and Uplift Fastener S acin w < e 3.0 inch-0.032"-2.0 f EPS-0.03Z" Ashland ar R(hm and Haas Adhesive-WITH FAN BEAM INSERT (5) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE D. EXTRAPOLATION WITH THE w i ❑ < A lied Pressure for Ha n Minimum Panel SAME COMPONENTS,AND THE ABOVE SPAN LIMFTATIONS ARE FOLLOWED. EXTRAPOLATION TO ❑ ❑ O m o Loading Type Slope(Per Foot LONGER SPAL45 IS'rROHIBITED. 9 <9 10 psf 15 psf 20 psf 25 psf 30 psF 35 psf 40 psf 45 psf I SO psf 55 psf of Pro ection r°) S 38" foot _ °a2 Uve 19'-10" 15,_16" .- _ wind u ar 2P-2" 19'-D^ 16'-0" 14'-5" 13'-a^ 12'-9^ lz'-1" lr-6^ Sr-0• lD,_7" nla C.M.I. ENGINEERING, INC. Wind(Downward) 19'-10' 17'-4" 15`-8" 14'-5" 1T-6" 12'-B" 12--a. 11'-5" 10'-11" 10'-6" n/a $ Snow 14'-ti" L3'-9" 12'-11' 12'-2" 11'-6" 11'-0" SO'-6" SO'-Y 12" foot APPROVED FAcTOPy BUILT HOUSING Fastener Spacing l') 9" 7" 5" 4" 4" 3" 3" 3„ 2" 2" for Uplift Wind Leads Tfihese plans, specifications and installation o<o requirements, have been approved pursuant t� g6-_ A (aI(z)ts)s.t6l Wealth and Safety Code, Division 13, Part Zi o N Allowable Span Table and Uplift Fastener 5 acin and regulations adopted thereto E a"Z I 4.25 inch-0.032"-2.D d EPS-0.032" Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT` '^A' q A lied Pressure for Desi n Minimum Panel 5 Leading type slope(Per Foot Aporoval herein'Hoes not authorize Or approve � A 10 psf 15 psf 20 psf 25 psf 30 psF 35 psf 40 psf 45 psf 50 psf 55 of Pm e[tion r*7 any omissions or dA�'atP from state laws or Uve 23'-0" 19'-3" 3 8• foot J'dlid lOCal OYf�fnances•-, Wind U ard 23'-0" 22'-5" 20'-0" 18'-4" 17'-0" 15-11" 15-1" 14'-4" 13'-9" 13'-2'( n a ti Wind(Downward) 23'-0" 21'-3" 19'-3' 1T-9" 16'-7" 15'-5" 14'-6"" 13'-8^ 13'-0" 12'-5§ n/a This plan is approved as a building component Snav 1T-11" 16'-2" 14'-10" 13'-9" 12'-li" 12'-3" 11'-7" 11'-17 1 2" footrdlor buildida systeTtis,and is applicable a-Tty > o m o the Oe'si i�trr�ltlitiotis as shown on the plans. Fastener SPadn91'3 g„ 5„ 4" 4•, 3" 3„ Z„ 2•, 2„ 2, -. 1.,— �todei ��322D $ - Tor UP1,t Wind DadsIan, Apprdi'Ttl Nb. -- - s . � ms i( -A" Oat( CS)(=)(3)(s3 I © +131;tr=au, Allowable S an Table - � � .- _ ' _ 6-inch,0.032"/2-0#pcf EPS/0.032" A ied Pressure for Design Minimum Panel r3 I Slope(Per Foot Loading Type 10 psf SS psf 20 psf 25 psf 30 psf 3S psf 40 psf 45 psf 50 psf 55 psf of pmiection)(9) f $ _ _ - kRCnr, Live 23'-0' 23-0" _ Wind' Upward 23'-0" Z3 0" 23'-0" 22'-9 21'-1 19 10"11L Wind Downward 23'-0" 23 0" 23' 0' 21'-8' 20'-4" 19'-1° .- 22'-2' 20'-D" 18'-5" 17,_i^ 15'-2" 14'-5" 13'-9" 4/8" er foot p Snow z o THE 6-INCH PANEL IS ONLY AVAILABLE WITHOUT AFAN BEAM INSERT. < - ❑ ml _- UCt.11ta4 TF OF CACIED� - WET SIGNED DOCUMENT HASSEAL VISIT WWW.TJCAA.COMILINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SUBMITTED. PLAN A IS: 807008 CA-LRP-3220 SEE NOTE'13 EMBOSSED CORPORATE