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PMT16-02254
City of Menifee Permit No.: PMT16-02254 _ 29714 HAUN RD. Type: Residential Addition 'ACCELA_? MENIFEE,CA 92586 MENIFEE Date Issued: 07/14/2016 PERMIT Site Address: 29817 PRELL CT, MENIFEE, CA 92584 Parcel Number: 340-404-007 Construction Cost: $2,600.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL ALUMINUM PATIO COVER.SOLID.276 SQFT WITH 2 CEILING FANS&1 SWITCH Work: Owner Contractor KATRINA PORTER GUTTERS N COVERS CONSTRUCTION INC 29817 PRELL CT 19069 VAN BUERN BOULEVARD#114 MENIFEE,CA 92584 RIVERSIDE,CA 92508 Applicant Phone: 9516728022 REBECCA HALL License Number.945962 GUTTERS N COVERS CONSTRUCTION INC 19069 VAN BUERN BOULEVARD#114 RIVERSIDE, CA 92508 Fee Description PbE Amount Receptacle, Switch, Outlet&Fixture 3 126.00 Building Permit Issuance 1 27.00 DecklPatio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical - 1 6.30 $300.96 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_Pennit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION ❑ lam exempt from Ilcensure under the Contractors'State License Law for it 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 o. N Z improvements covered by this permit, I cannot legally sell a structure that I hai Expires ` l Zo 1(o Signature built as an owner-building if it has not been constructed in its entirety by license contractors. I understand that a copy of the applicable law, Section 7044 of tl WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following Is htt .le i fo. ovkalaw.html. I 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- & 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 j�I have and will maintain workers' compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read th section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comp permit is issued.My workers'compensation insurance carder and policy number are: with all applicable city and county ordinances and state laws relating to bulldln construction.I auth rize representatives of this city or county to enter the above Cartier &.0—i T446an-y- identified ne-imspecfionpurposes. Policy# 51,J-C'. (QSCJc3a(e Expires -7I231Ilo Date Z- 2-S-16 Property er or Authorized Agent c (This section need not be completed if the permit is for City Business License# one-hundred dollars($100)or less) HAZARDOUS MATERIAL DECLARATION ❑ 1 certify that in the performance of the work for which this permit is issued,I shall not emolov any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or e 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 f h ith mply with those provisions. DYES.CNO Applicant Date; WIII 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 checklist COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelines SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND OYES-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 outer DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑YESrfi-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 Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS 6\ES I hereby affirm under penalty of perjury that I am exempt from the Contractor's , / Date License Law for the reason(s)indicated below by the checkmark(s)I have placed PROPERTYIIANER OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5.Business and Professions Code: Any city or county that requires a permit to construct,alter,improve,demolish, EPA RENOVATION,REPAIR AND PAINTING(RRP) or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9(commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified 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 EPA's Renovation Program visit: www.epa.govAead or contact the National Lead Information Center at ❑ I, as owner of the property, or my employees with wages as their sole 1-800-424-LEAD(5323). compensation,will do ( )all of or( )porfing of the work,and the structure is not intended or offered for sale.(Section 71344,Business and Professions Code; The Contractor's Stale License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the Firm Certification No.: purpose of sale). ❑ I, as owner of the property an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044,Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License Law). If your project does not comply with EPA RRP rule please fill out the RRP BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION City of Menifee ' [ Building & Safety Dept. IvIeni- DATE 07/14/2016 PERMFIF/PLAN CHECK NUMBER 1� 1�����ppY!(('��� 02-15 TYPE: ❑COMMERCIAL ✓❑RESIDENTIAL []MULTI-FAMILY ❑MOBILE I!QHY L79PA []SIGN SUBTYPE: ❑ADDITION []ALTERATION [-]DEMOLITION []ELECTRICAL [-]MECHANICAL []NEW [-]PLUMBING [:]RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK ALUMINUM PATIO COVER,SOLID,276 SQ.FT.W/2 CEILING FANS, 1 SWITCH PROJECTADDRESS 29817PRELLCT.MENIFE'E,LCA92584,,^^ 1 ASSESSOR'S PARCEL NUMBER '5%40 - �- 04 - VV-1rOT (Q1 TRACT 52 I PROPERTY OWNER'S NAME KATRINA PORTER ADDRESS 29817 PRELL CT.MENIFEE,CA 92584 PHONE (951)723-8909 EMAIL APPLICANT NAME REBECCA HALL ADDRESS 19069 VAN BUREN BLVD#114-247, RIVERSIDE,CA 92508 PHONE (951)672-8022 EMAIL CONTRACTOR'S NAME SEAN DARE OWNER BUILDER? ❑YES❑NO BUSINESS NAME GUTTERS N COVERS CONSTRUCTION INC. ADDRESS 19069 VAN BUREN BLVD#114-247,RIVERSIDE,CA 92508 PHONE (951)672-8022 EMAIL CONTRACTOR'S STATE LIC NUMBER 945962 LICENSE CLASSIFICATION B VALUATION$ $2,600.00 �FT6 L SQ FT APPLICANT'S SIGNATURE DATE I - /L-I - 0 DEPARTMENT DISTRIBUTION I CITY OF MENIFEE BUSINESS UCENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GIEN SMIP INVOICE' PAIDAMOUNT n AMOUNT -'CASH CHECK# �.CREDITCARD VISA/MC PLAN CHECK FEES PAID AMOUNT 0 CASH n CHECK# 6 CREDIT CARD VISA/MC OWNER BUILDER VERIFIED DYES NO DLNUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 How Rd. Menifee, CA 92585 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 AluminumPatioCover RUCTIZA • 4 2016 Date: Source: Start Date: Approximate. Completion Date: 0,� 0S MName: A UAdice hf � 0 Address gE I I` 0 c+ City: 0Jf, ) P_e zip: P Post (Standard/Included) Patio Type: hu� 01' IRP Lattice t SolidrFin Color 10' Post (Additional $25/ea) 1 w ', '' �� ���� ''�� 1 story ❑ Projection: �� Length: 2-3> Attachment: 11 — 2 Story ®/ Fiberglass Columns All Columns Come 8' $350/ea 8' $365/ea 8' E 8' $400/ea 8' $440/ea ga'x 10 sixga'x 10aex in Primer Only 10' $385/ea 10' $425/ea 10. 10' $425/ea 10' $470/ea Round Smooth Square Smooth Will Need Painting. Cash Check Credit Card Add 3% Financing Quote Price Size Sq.Ft. Fan Beam $150 t — City. IE I Post Lights $50 I Customer to Supply Own Fansl Post Lights QtY. j i - Outlets $75 1 city. Switches $75 74 (— City. Columns _ City. - - Permit Services Fees } Permit Services fees are in addition to City Permit Fees Ir Other -- - - --I- City.1 Notes: 161�}Yk� •�^� I`S I� t,i t), 5ubTotal' &,, � /Vo �,ifCL�t�� S l > l Balance Due: L:CFP mitSET BACKS: R AR L SIDE R SIDE To be Need HOA Approval: I� yes no ;� etermined Legal Information Final Payment Must Be Made Upon Completion or $10.00 Per Day Late Fee Will Apply. To assure prompt installation without incurring additional charges,the following is the responsibility of the buyer: Fans and post lights need to be present at time of installation or customer will be responsible for a$200 trip charge for installation at a later date. If areas are not clear for installation, the buyer is subject to a$65 per hour charge for the installation crew to clear area to perform services requested. Buyers must notify security guard/gate personnel of contractor's need to gain access to the community/residence for installations. For their own protection,children,pets and other subcontractors must keep away from areas under improvement. Contractor requires Buyer to give 72 hours notice when rescheduling an installation and a trip charge of$100 will be applied to the balance due if the contractor arrives at the Buyers Residence and is unable to perform an installation due to an unprepared or inaccessible residence. G AFn mn•ire rbeme..All he added In all robnned rherLe Fob ve naumenYe muel he made in Ihn form of v rmhiar'e rFnr4 n.mnnuv mAee Fi rarer will ha nnanrblb mennneihle for ell defile:nrured City of Menifee Mg Sdfety Dept. l� JUL 14 2016 eceived I , � i IZ\ I l� V ' N jo CITY OF MENI FEE 1 BUILDING AN SAFETY DEPARTMENT F lA"l APPROI IAL nn 1 Somme REVIEWED B W DATE �. 'A.cproval of these P181 s shall not be cons rued to be a permit for,or an POP ap, roval of,any violati n of any provisiong of the federal,state or city regulations and ordir•a ces, This set of approved plans must be kept on the ,,J, jobsite until completio , �T LEDGER ,SPECTION REQUIRED hex M cCOA- n '1 i US 2 Sw�s���� e s lauo sq F+ no\(e , CV-� o7s -- I`J0 T -FO SCVI C City of Menifee Building & Safety Dept. 2& 2016 Received 2& C@? I 1 a` CITY OF ENIFEE BUILDING AND SAFE TY DEPARTMENT PLAN APP OVAL L REVIEWED BY 14 DATE 'Approval of these lans shall not b.construed to be a pemdt for,or an approval of,any viol tion of an re isions of the federal,state or city regulations and ordi ances. This se of approved plans must be kept on the jobsite until complete n. LEDGER & TR CK INSPECTION REQUIRED A B L D E F G H 1 J CD PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. C, ,�; N to W M c13 GENERAL NOTES: DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: L 4 Dri GOVERNING CODES: RESIDENTIAL APPLICATIONS-CRC AND IRC APPENDIX H.CBC AND IBC CHAPTER 16,CBC& CBCI IBC EQUIVALENT CRC/IRC 7) (J rn 1. THE DESIGN OFATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE U) O IBC APPENDIX AN SNOW LOADS: WINDSPEED I+ u 201220151MERNATONAL BUILDING AND RESIDENTIAL CODES,2D13 CALIFORNIA BUILDING AND20,25.31). WIND SPEED �t a ROOF LIVE SNOW LOA05:10, 408 50 psf.(SNOW LOADS AT GROUND O RESIDENTIAL ALUMINUM DESIGN MINIMUM D SIGN COLUMNSB FOR EARING ON CO AND OTHER STRUCTURES LEVEL 25,30,408.50 psi) 85 MPH t' W I.L. AND THE 201EWITH ALUMINUM MANUAL-ADM.CCTION AH1D5. FOR 10 pNCRETE SLAB IS IN COMMERCIAL APPLICATIONS-CBC AND IBC CHAPTER I6. 110 MPH W j ACCORDANCE WITH 2O11/20151RC PND 2013 CRC SECTION AH705.2FOR 10 psf RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS:20.25.30.40&50 per.(SNOW LOADS AT GROUND LEVEL AND ACI 319-14 FOR 20,25 AND 30 ps1 RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25,30.40&50 psi) 120 MPH 93 MPH ¢ Z Lo . DRAWING NOTES: 130 MPH 101 MPH p O 2.ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE;- ADDITIONAL DESIGN REQUIREMENTS: ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. SEE CONVERSION METHOD,THIS PAGE, ` o 3. EACH INSTALLATION SHALL BEARAN IDENTIFYINGTAG INDICATINGTHE NAMEANUADDRESS OFTHE 2. BASIC WIND SPEEDS:110.120,130 MPH,EXPOSURES B AND C. FOR APPLICATION AND USE. N MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY:II,71. `i 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE 4, SEISMIC BASE CLHEAR:I7 POUNDS RISKC TEGORY:PER WIDTH OF COVER. { O NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUP 5. SEISMIC DESIGN PARAMETERS: SITE DESIGN PARAMETERS: AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS. SITE CLASS:D TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:D SITE ADDRESS: 5. THEAPPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE - MAPPED SPECTRAL RESPONSE COEFFICIENTS.S.=1.5D,S,=0.6,S�=1.0,S.=0.50 AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR,R:1.25 SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. DESIGNASSUMPTIONS: CHANGE ORDER. A BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGH7):2(r S. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL B.LEAST BUILDING WIDTH OF MAIN STRUCURE:30' 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'X lir L S5885 . B.ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 72 MAXIMUM COLUMHICK N LOAD LOCATED POUNDS IS PER CTED F DEPTH EQUALCO ZERC WIND SPEED&EXPC SURE:� 9.A EXISTING OR NEW OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON ANOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY CARPORTS. THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-USTED ROOF I SNOW LOAD: OF C AL\F 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBCAND C6CSECTION 1605.3.1. EVALUATION REPORT.ATA MINIMUM,SUBMISSION FORABUILDING PERMIT MUST INCLUDE THE / FOLLOWING INFORMATION FROM THIS EVALUATION REPORT- DESIGN DESIGN CONSIDERATIONS: A TITLE SHEET AND GENERAL NOTES. 66-23-16 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:114 INCH PER FOOT. B.STRUCTURAL CONFIGURATION(I.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). 12.MINIMUM COVER PROJECTION IS 10. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER AND/OR PANEL SPAN < 13EXS MINIMUM TINGOVERHANG D.TYPE EXISTING ROOF OVERHANG ISSO SQUARE FEEi,WHERE COVER IS ATTACHED TOTHE ES. F HEADER.POST TYPE SQUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE STRUCTURAL 14.COVERS ARE DESIGNATED'RIDGED SUIL DINGS'AS DEFINED IN ASCE/SEI 7. SITE-SPECIFIC DESIGN LOADS. ENGINEERING FIRM DURALUM 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN E.APPROPRIATE STRUCTURAL DETAILS ' ASCE/SEI 7. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING IAPMO 0195 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES;IN JURISDICTION. ��.... Cit ACCORDANCE WITH OVERMEA 7. Erfc7Rv =Jr+r,Ia Y of Safety D 77.THE RATIO(WP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT). SHEET INDEX: Building De t. SHALL NOT EXCEED ONE(1). STRUCTURAL ENGINEERING 18.THE RATIO(UP),COVER LENGTH(L,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P.FT).SHALL NOT SHEET# SHEET TITLE/DESCRIPTION AxIaPPRovAI BE LESS THAN ONE(1). 26030 ACERO Score 200 PHONE(54P)305-115V JUL 1 MATERIAL SPECIFICATIONS: T-0..................TITLE SHEET,DESIGN LOADS,GENERAL NOTES MISSIONVIUMCA526P1 FAX (945)305.1420 I �Olu 5 19.BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. SH-1.............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED SH-2............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K.ROSEPINIL SE 58115 ,.t WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. SH-3.............PANEL SPANS TRIV, ReCelveE,,,/W-PANEL PAN POINT OF coNrACO ANTNONYiRAN 21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2.500 POUNDS PER SQUARE INCH, 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING SH-4............MINIMUM FASTENERS ? PRESSURE IS 2DO POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS IDOPSF/Frx2 PER ; SH-5-6.........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIOS TA13LE1BD6sANDSECTION1805.3.4. y 23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,AND CONFORM TO A5DO GRADE B. SH-7............HEADER BEAM TYPES,COLUMN/POST TYPES ROLL-FORMED STEEL MEMBERS SHALL CONFORM TO A653 SO GRADE SIT GOO. SH-8............EXISTING EAVE CONNECTION DETAILS LEDGER & TRACK -s = 4 24.FASTERNERS:ALUMINUM BOLTS SHALL BE 202444;STEEL BOLTS SHALL BE ASTM A407.ALL BOLTS SHALL SH-9............HANGER CHANNELS AND MOUNTING BRACKETS ^' �c hA' (� (j+ HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN �1N��EGT�UfY REQUIRE 5 ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. SH-10..........COLUMN/POST SURFACE MOUNTAND FOOTING EMBEDMENT DETAILS INSPECTION N 5 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. SH-11 FORCE RESISTING SYSTEM/MIN.NUMBER OF REQ.COLUMNS 26.ALL SCREWS OVARE SELF QUAL. NG(SDS)ORSHEET METAL SCREWS ISMS)IN CONFORMANCE WITH ICC-ES ESR SH-12..........BEAM TO POST&LATTICE TUBE TO RAFTER CONNECTION DETAILS CITY OF MENIFEE RLVISIONs g 797E TA ULATED MAXIMUM L. xsn+ Wle RESDRriw 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH SH-13..........HOWTO DETERMINE TRIBUTARY WIDTH&FAN BEAM DETAILS 3 RESIDENTIAL ATTACHED PATIO COVERS ONLY(10 AND 20PSF). SH-14..........BEAM TYPESFORATTACHED&FREESTANDING SOLID COVERS BUILDING AND SAFETY DII 28.SOLID EXCEPTION2 LATTICEALUMwuM COVERS ARE CLASS AROOF AssemaLY IN ACCORDANCE WITH SECTION 1565.2, SH-15-17.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF L.L,110-130,�vtPH_ - SH-18-20.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-130M+�BPIN APPROVAL WIND SPEED CONVERSION TABLE: SH-21-23.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. SH-24-27.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L,110-130 MPH 45TELJORR 16-1071 FOR USE WITH THE CRCIIRC,DIVIDE THE REQUIRED CRC/IRC WIND SH-2830.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH SPEED BY p.6 SH-31-33.....SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L,110-13RWIEWED BY DALE EXAMPLE'CRC/IRC WIND SPEED IS 85 MPH.THE COVER CONSTRUCTION SH-3436.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH DFAWNBY AT SHALL BE BASED ON 85 MPH=110 MPH. SH-3738.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20 PSF L.L, 110-130-MPH O 6 SH-39-40.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25 PSF S.L, 110-130 MPH CHECKED GM i SH-41A2.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,30 PSF S.L,110-1Jg jOfIIJIMSeoMshall:lotbecon tDbeaptl111it*Oran SH-43-44.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40 PSF S.L, 110-130 MPH WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE SH-45AG.....LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50 PSF S.L1 110 aWgM Iigf,any violation of any provisions fedW,,94ft d*NEL i CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL SH-47..........INSULATED ROOF PANEL ATTACHMENT DETAILS regulations and ordinances. This set of appr vi d plans mW6WIk T eS s AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH-4 ..........SNOW >; ANREDUCTION DESIGN 1ohsite until com 6 SLIDING,PER ASCE T-10,SECTION 7.7 AND 7.8,IS REQUIRED.SEE SH-49..........SPAN REDUCTION FACTOR TABLES Comp letion. I SHEETS 49 FOR SPAN REDUCTION FACTORS. SH-50.........ADDITIONAL STATE LICENSURE STAMPS r1 I SH 0 , A 8 L O E F H I 2 C\l CD SOLID PANEL STRUCTURES m N CD lQ t ROOF 11J rn O ROF OVERHANG, ATTACHMENT OVERHANG, L � U ATTACHMENT OR WOOD,OR SEE DETAIL A B&C, CFN OR WOOD,OR .+ LO m CF ROOF PANEL SEE TABLES SHEETS GT/{ CONCRETE p X ROOF PANEL SEE TABLES SHEET 4 FOR ROOF SEE DETAIL SHEETS AN0 SGTI"I OFST CONCRETE SHEET4 FOR ROOF AND Sil IV STRUCTU WALL SEE O W < PANEL ATTACHMENT SUPPORTING WALL FPRp's CFSB Tk RIFS SHEETS PANEL ATTACHMENT S SUPPORTING WALL MIN.0.25"SLOPE PER Ff. TNFPRO FC7/ONST/ygNIFS SHEETe W Z L[� HANGER&BEAM. TION AN HANGER&BEAM. Q O O. SPAN 0. co CD � C� "O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% N OF ROOF PANEL OF ROOF PANEL ALLOWABLE SPAN ALLOWABLE SPAN m SEE DETAIL 11,SHEET 12� SEE DETAIL 11,SHEET 12,111 SF FOR MANDATORY SPLICE. BFAM Sp FOR MANDATORY SPLICE. Pp MSPANT BEAM-SEETABLES POST AN/ BEAM-SEETABLES NO BEAM SPLICE AT ST SP NO BEAM SPLICE AT SP" F SFFT ACING FOR POST SPACING FES,SI EXTERIOR POSTS. SFFTAB""VG = EXTERIOR POSTS. ABLFS �QKOK9( O.M. Q� f POSTS,SIZE VARIES FS O.Ii.NOT < POSTS,SIZE VARIES FXOENO TO SEE SHT.11 FOR MINIMUM 25% TO Fk N SEE SHT.11 FOR MINIMUM oFg 25% NUMBER OF REQUIRED COLUMNS OF BFgMALL o0VABCF SP NUMBER OF REQUIRED COLUMNS ALCowAat u��j S5885 F Sp AN 31/2"SLAB ATTACHMENT 31/2"SLAB ATTACHMENT e MAY BE USED NOTE:NO SPLICE AT EX IOR POSTS MAY BE USED OF CAOL WHERE PERMITTED. WHERE PERMITTED. SEETABLES SEETABLES NOTE:EACH WITH A COMPONENT IS INTER- OF)-Z3-1 G NOTE:EACH COMPONENT IS INTER-� FOOTING WHERE REQUIRED CHANGEABLE WITHANY OTHER FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER •, SEETABLES COMPONTENT UNLESS OTHERWISE SHOWN. SEETABLES COMPONTENT UNLESS OTHERWISE SHOWN. DURALUM TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION IAPMO 0195 e MU APPROVAL }g ROOF PANEL SEE TABLES LF NG SHEET4 FOR ROOF PA EL NGTI'OF RU ROOF PANEL SEE TABLES CF TM OF ST MIN.0.25"SLOPE STRUC SUPPORTING BEAM. O.H. OTUI�F VA SHEET4 FOR ROOF PANEL PER FT O.H. RF VAR/ES i R/FS ATTACHMENT TO SUPPORTING BEAM. ��. O.H. SPAN O.H. SPA SPA N •- � 'O.H."NOTTO EXCEED 25% "O.H."NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL d ALLOWABLESPAN ALLOWABLE SPAN 5 SEE DETAIL 11,SHEET 12 S SEE DETAIL 11,SHEET 12✓ BFA REVISIONS FOR MANDATORY SPLICE. �MSP FOR MANDATORY SPLICE. P MSPAN BEAM-SEETABLES w� o[sL7+v�iox NO BEAM SPLICE AT POST SPAN/ BEAM-BEE TABLES F NO BEAM SPLICE AT SCSI Cl FOR POST SPACING i 3 EXTERIOR POSTS.. SFF TASCfSNG FOR POST SPACING i EXTERIOR POSTS. FTAB(FS A'G X POSTS,SIZE VARIES - No T TO < POSTS,SIZEVARIES O.M.Ivor III 2 OO ry OF g < N OFBEAM< 3112"SLAB ALLOFAA7 31/2"SLAB ALLoINgpC ttrtan ' MAY BE USED wABLf SPAN MAY BE USED ESFAN asTEL eLaa TO CONSTRAIN ^ �R, x : TO CONSTRAIN III as>3-tc - 1 FOOTING,SEE r L yii,j 11; FOOTING,SEE W oa1E TgBj�S ^— _— TABLES DRAWN BY AT i(j FOOTINGS FOOTINGS c ELKED GM SEE TABLES SEE TABLES •31liA!9g S 9tl 0!0Ss11: 529a't' NOTE:EACH COMPONENT IS INTER- NOTE:EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER 3 COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. SOLID PANEL ? STRUCTURES s TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION > SH - 1 A B C D E 0 0 Olt ` N OPEN LATTICE STRUCTURES CD N N o rr r; W m co RAFTER,SEE TABLES WALLUEDG �I_-' Q V ROE C� WALL LEDGER OR NGSJrrlOyl,G SEE DETAIL A,BN&C HEET S. O O X frrlorry0 RCOFOVERHANG, III � W LL. 25%OFRAFTER O.H MAX ` SEE DETAIL AB&C. LLI > -- AFTER \ g4�50 ALLOWABLESPAN SHEET& RAFTER,SEETABLES Q O L[Oj �Y 'cS,,cc�� 9,y MAX.O.H. CD r- 2 25%OFRAFTER O.H M Un L'; ' ALLOWABLE - O TJ1 O AN \ C.0 C7 N R Nt 0 rn MANDATORY BEAM SPICE-SEE DETAIL 11,SHEET 12 NO BEAM SPLICE AT �'�\doG EXTERIOR POSTSf2FESSIn1r. LENGTH OF STRUCTURE VARIES O E LD MANDATORY BEAM SPICE-SEE `D• tr ` c\_` K -'�P`YI� i DETAILII,'SHEETI2 POST WITH SIDE PLA S NO BEAM SPLICE AT pP 4 (��J1 J 6E, SEE SHT. 11 FOR MINIM N EXTERIOR POSTS @3 0 Mom: ID S 5R R rSp�/ COLUMNS F REDUI F LENGTH OFSTRUCTURE VARIES N '�AJII TC!SG S 312'SLABATTACHMENT 6FgM POST WITH SIDE L TES MAY BE USED WHERE ST `� SEE SHi, 11 FOR HiNIMUM NOTE EACH COMPONENT IS INTER- �ay�gN, PERMITTED, sFFT'OgCy��/ NUMBER DF REDUIR D OF CA"F BEE TABLES "G COLUMNS CHANGEABLE WITH ANY OTHER T.4sleN �Fs e� COMPONTENT UNLESS OTHERWISE SHOWN. S FOOTING MERE IiEOUIRED, NOTE EACH COMPONENT IS INTER- AOSr'"M4� 310 SLAB ATTACHMENT 06-23-16 NOTE.MAIM OPEN LA nCERTYPE STRUCTURE SEETABLES CHANGEABLE WITH ANY OTHER SFFT r�, I MAY BE USED WHERE COMPONTENT UNLESS OTHERWISE SHOWN. PERMITTED. 4 FS SEETABLES NOTE:THIS OPEN IATTICETYPE STRUCTURE MAY NOT BE COVERP.D. FOOTING WHERE REQUIRED, SEETABLES DURALUM TYPE "E"ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F"ATTACHED MULTISPAN LATTICE STRUCTURE IAPMO 0195 AHJ APPROVAL RAFTER,SEE TABLE FOR SIZE ANDSPACING MAX.O.H. RAFTER,SEE TABLE 7S 25%OF RAFTER O.H FFORSICZE I to py4 t ALLOWABLE AN0 SPACING pSr SPAN MAX 25%OF RAFTER O.H. SogO ALLOWAB ° G &o Po0 Rly� Spq G cM � � RensroRs LENGTH OF STRUCTURE VARIES O MANDATORYBEAMSPICE-SEE G0g6 0� DETAIL 11,SHEET 12 NO BEAM SPLICE AT T CROSSSECT1 G @ EXTERIOR POSTS SEE POST DETAI LENGTH OF STRUCTURE VARIER I�IIIp6 3 45IELJOB6 1F1W1 Brgpr MANDATORY BEAM SPICE-SEE POSTCR0.5SSECTION, T '`S NG 3V2 SLAB NO BEAMMSPLICE AT DETAIL SHEET12 SEE POST DETAIL DATE 06ZSi3 CA MAYBEUBED SF Sp NOTE:EACH COMPONENT IS INTER- �,aq,,�� TO CONSTRAIN EXTERIOR POSTS FT qcr CHANGEABLE WITH ANY OTHER �Tsn FOOTING,SEE FS NG 310 SLAB DRAWN BY AT COMPONTENT UNLESS OTHERWISE SHOWN. Tq�q rry I TABLES MAY BE USED NOTE THIS OPEN LATTICE-TYPE STRUCTURE FS NOTE:EACH COMPONENT IS INTER- SPosTSp FOOTINGTO S,S EN CHECKED Gm MAYNOT BE COVERED. CHANGEABLE WITH ANY OTHER FT qG I TABLES FOOTING SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. FS ! NOTE:THIS OPEN LATTICE-TYPE STRUCTURE FOOTING SEE TABLES OPEN LATTICE MAY NOT BE COVERED. STRUCTURES R F TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE Li 3 SH - 2 A o B C 0 D E F G H N SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C o m N co W) c\I24"TRI='V"PAN 12"X31/2"W Pa EL 6'18'z2yi'FLAT PAN R W 0-5 co zee• s0• 77• A9R <1.5. ,6]_ la 7) CO 25• •p• .40' .7]• L 'E Cn .6r .40• .7s• 53, .45• CALL UNMARKED RADII .06R) C 0 Q T=(SEE TABLE BELM V .]0' 25 W LL 2. 6 L 9' L 23 b5' 11 5. zee' aB T= (SEE TABLE BELOW 2 ]" ' W - .40. 45• TYP. Q O 40' M UD.4W .40' •4p .433' 0• L3• L3' L92' L9Y .75' L92' �] 2 340' 4So' S0' ,�50' .SO' 3.00" - 23• ' co cl? O 4-00• 12B' 00'/900' N m ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3OD4-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL �• 2V TRI-"'PAN 12"z 3 112"W PANEL 8^z2yi"FLAT PAN 1 6"x 2&FLAT PAN CA 120 PAN 130 110 SPAN 120 SPAN SPAN PAN 12S) PAN WSL FANN) EKP.BPHS-WC E%P.B PH SE%P.0 FXP.B MPH FJ(P.0 LDSL T �L'1' IXP.B PH IXP.0 IXP.H PH IXP.0 E)(P.B PHEXP.0 LLSL P(IN)L� EFS-FERP.0 EXP.BPI SEXP.0 D(P-B PH UAN LIISL P(IANELT D7(1PDB PH SIXP.0 IXP.BPH SPA14 30 PH SAC FESSIry .p1B 70'-3• 10'-0" 1d.9" 10•-3• 1aJ' 10'-3" -�0 1 13'-9" 13'-9" IT 9' 13'-9' ITS" 13'-9' -�0 12'-6' ,2'-0` 12'-S" 12'-6'. 12'-6" 72'-6• .�0 14 7" 14 7' 14 7' 14 7' 14 7" 14'-7' 9'-0" 8'-0' 8'--r B'-1' 8'-2° T-5" () 72'-0' 71'-t" iV-2' ,a-7" 10'-7" a-77" 70'-10' 7a-T 1a-3' B'S 9'-T 9'-0" 72'-8' 12'-0' 12'-0' 1V-4" 11'-6' 1a-9" 12'3' 12'3' 7T3• 12'3• 12'3• 12'-3" 1SJ" 15'-3' 15'-3' 151-0• INS" 15'J- IT7" 13'-7' 13'-T 13'-7' 13'-7' 13•-7' 5'-7P 8-10' 15--1D' S'-10' 6-10• WAS. `oaf 10 .024 85 7, .D24 13•-T 12'-7' 12'3' 11'-10 12'-0' 11'-1' -M4 12'-7" 1T-0" 1T-6' 1d-9° 10-10' 10'-T -020 14'-2' 13'-0' 13'i' 12', 12'-9' 12'-1' (O S 5885 0 10 K 14'-3` 14'3' 14'-3• 14'-3' 14'-3- 14'-3" 10 - 1T-7" iT-7' 7]'-7• 17•-r 17'-7" 17•-T" .0 75 T 15-7" 15-T 15'-T 75'-7" 164" 18'-0' 18'-0' 78'-0' 18'-0' 18'-0" iB'-D 032 12'3' 12'-i" 12'-T 1T-2' 11'3' 1D'3' 76-0' 74'-9' 14'-9' 14'-0' 14'-1" 13'3' l4'-1' 13'-7" 13'i' 12'i' ti'-fi' 12'-0' i6'-2' 15'-8' 15'-9' 14'J" B'-0- 8•4' 6-0' 8'i' B.I. 6-0' to-7" 19'-7' 19'-7' ITT' 19'-7' 19'-7' 17'-7" 1T-T 1T-7" 17'-7• ITT" 7T-7• 18'i' 19'-0' 19'i" 19'i" 19'4" .018 ,pop .040 T-9• 7'-5• - T-S T-2' T-2' B'-10' 1T-7" 16'3' 16'-9' 15-9' 76'-0' 75'-0" 75'-]' 14'-10" 14'-10' 14'-1° 14'-2' 13'-4- 7T$ 16'-10' Ir- 16'i" 16'-g' i6'-0" � �L\F� 20 .p24 1a-1" 10'-1' 1a-1, 1D,1" 1a•7• Rr 1" .a1D(1) 11•-3• 11•-3" 11'-3" 11'3" 11'3^ 11'-3' ,020 IV 2• 10-2' is-2" 10=2• 1a-2' W'-2• 12-7^ 12'-1" 12'-1'. 1z-r 12•-1^ 1B'i• 8'-0' B'-S B'-T B'-T T-9' 10'_Y 9'$ B'_6, 9'-0• B'_t• B•-e• 9'_7• B•_9' B'-9" 8•-0" W-61 7'-11" .020 1d-10' ,o'i- ,a3" s-9• 9'-,0• ds• 06-23-16 12'-1' 1T-T 12'-P 72•-1- 1Y-1' ,T-1- 12'-5• 12'-6" 1Y-6' 12•-6" 12'-6' 121-6' 11'4' 11'4• IVA' 11'-0' 11'i• 11'i" ,3'3- ITY IT-3" 13'-3' 13'-3" 73'3" .032 1D'-9" 1D'3' 70'4 9'-B" 8'-9' 9•-9' .024 11'-2' is-9^ 10'-9' 10'3" 1ai" 9-1 D' .D24 10'-1' 9'A" 9'-9' 9'-3' 9'-S 8'-11' D24 12'-2' 11'-B" 11'-8' 11,'-2' it'-3' 10'-7" 4 T-3' T3' T3" T3' T3" T3' 20 14'-0" 74'3' 14'-B' 14'A^ 14'-B' 14'-8" Ip 73'-0" 13'-0' 73'-0" 13'-0' 13'-0' 13'-0' 20 15'-6" 15••6' 15-6" 15'-6' 15'-6' 15'fi' .015 7'3' T-0' 7'-0- T-1' 7•-1' 6-10' D32 13'3' 12'-9' 1T-9" 12'-0' 12'i' 11'-7- .452 11'-10- 11•i" 11'-6• 11'-U' 11'L' ,a-8' D'a2 16,2• 73'-9` ,3'-T s3'-o" ,3�-1• 12•-B" DURALUfvl B'-9" Ir 9'. 8'-9° B'-9• B'S" g'-9' 15'3- 16'-3' 16'-3'. 1"' 1"' 16'3" 14'-6' 14'-8' 14'-6" 14'-6- 14'-e- W-6" 16-e" 1fi'-e• 1e•-B• 1g'�a' 1B'-e• 1g'3' IAPM00195 25 .024 g'-0' B'-5' 8'-T B'-i" T-9' .D4D 15'-1" 14'-T 14'-7' 13'- 14'-1' 73'-2' .DSD 13'-6' 12•-,D' 13'-0' 1rV 12'S 11-10' 15'6' 15'-2' 15'-2" - 14'-10' 14'-70" 14'3' 913" 9'3" 9'3• 9'3' 9'-8" 9'3^ 1T-1' 7T-1" 1T-1' 11'-1' 11'-]' 11'-i' 9'-9' 9'-9' 9'-9' 9'-9' 9'-9" 9'S' 10'-0' 1D'-0' idi' 10'i' 10'-0' 70'i" .032 ,06' 10'T 1D'-2" 9•-r 9•-8' 9'-2' .D2p(1) 9'-10' 9'3' B'S" B'-11' B'-0` B'-fi' .D2D B'-1T B'-8" 8'A" 8'-3' 8'3' T-10" .D20 10'3' 70'-T 10'3" 9'-B' 9'-9" 8'i" pHJ MPROVAL 6'-r 6'-r 6'-7- B'-7" 6-r 6'-7- 12'-0" 12'-0' 12'-0` 12=0• 12'-0' 12'-0' 10'4' IW4- iD'i" 10'-4" 104- 1ai' 11'-1• 71'-1' 11'-1' 11'-1" iP-1' 11'-1" .018 •024 .024 .024 T3' T-0' 7•-0' 6-9' 6'-10° 6'-7" 11'-0' 1D'-7" 1d-8" 10'-2' 10'-3" 9'A' 25 9'-11' 9'-T 9'-7" 9'-2" 9'-3' 8'-i D" 25 1z'-0- tr-6• Tt'a" ,a-10" n'-0^ m•-0" 5 B'-3" 8'3• B'3' B'-3' 63" Er 3" u 13'-2' 13'-2" 13'-2' 13'-2" 13'-2" 13'-2' 11'i' 71'-0' 11'i" 11'-0' ,1'-0' 1TA* ,2'-1" 12'-1" 12'-1' 12-1' 12'-1° 3D .024 7•-9" T7 9' T3' -D32 13'-1' 12'-7" 1T3' 12'-T 12'-3' 11'-6" .032 11'-10" 11,_r 11'3' 10'-9" iD'-10" tdi' D 14'1' 13'-T 13'-B' 13'-1' 13'-2" 12'-0" .p32 9'-1" a-7" 9'-1° 9'-i' 8'-1' 9'-7" •�D 14'-2' W2' 14'-r 14'-2' 14'-2' 14--2' 12'-3" 1T3' 12'-3' 12'-3' 12'3" 12'3' 13'-P lX-1S, 13'-1' 13'-1' 13'-1' 13,-1" 9'-10' 9'-6' 9'-0' 9'-t" 9'-2' B'-W" 16-0' 14'i' 14'-2' 13'-7" 73'-B- 13'-0" 13'-3" 12'-9" 12'-9' 12'-3^ 12'-0' 11'-9' ND 15'-0' 16-1' 15.1" 14'-B' 14'-9' 10'E' is-6' 1a-6" la-0' 10'-0" 10'-8' 9'3' 9'-3' 9'3' 9'3" 9'_9' 9'_9^ 9-9' 9_9' 9'S' TABLEI-MULTI-SPAN REDUCTION FACTORS .DZD(1) 9'-r B'-s• e•-n• e'-5• 8•-6^ 6-z• .D2D as B'-7" 8'-1' T-9' T-10" T-6" -020 y11' 8,7, 77, 8•_2" 9•4" 6-11" ,{ FOR ROOF PANELS 11'3" ,1'3' 11'3' 113- 11'-3" ll'-3' 9'-9' 9'-9' 9-9" 9'A' 6.9' 9'-9" .d24 1a-0' 10'-0• 10'i^ 1di' iD'4 10'i• ROOF WE/SNOW LOAD,p0 .M4 10'-0" 10'-P ta-2• 9'-7' 91-9" 9'-2' -D24 9'•8' B'-T B'-Z' a-10' 6-11' B'-0" 11'-0" 10'-9' iT-0- l(r 10'-W 9'-11" ROOF PANEL TYPE pp 30 30 10 20 25 30 40 50 12'-6' 12'S 12'b' 12'-6" 12'-6' 10'-9' 10'-9' 10'-9' 10'-9' id-9" 10,_9• 11'i' 11'i' 11'i' 71'i" 11'i' 11'i" 6 12"z3Y4'z0.D20' - - 0.88 0.g3 0.75 O.BO .M2 .D32 24'x2J4'xD.018" D.85 D.BD 0.65 0.65 - - 1Y-6' 72'-1' 11'-10 71'S' 11'-8' 11'-1' 1T-T 70'.8' ,d-B" 10'i' 1d-0" 1tl-0" 73'-2" 1T-B" 13'-0' 12'-6' 12'-T 11'-10' R6VI6KINS " 24'k2y'k0A24' 0.90 0.86 0.70 0.65 - - .WO 1T4" 13'i" 13'i' 13'i" 13'-0' 13'i' 11'-r 11'-P 11'-r 11' 71'-7" 1T-T _�0 12'3' 12'3' 1T-3' tT-3' 72'3' 12'3' ah 24"x7Y)"x0.03T 0.90 0.86 14'-2' 13'-0' 13'-6' 13'-0" 13.3" 12'-6" 1T-T 12•-2" 12'-T -Jr1'-r ll'A' 11'3' 19'-9" 14'-fi' 14'-]" 14'-1" 74=1" 13'-T 3 (1)MULTI-SPAN REDUCTION FACTORS ARE ONLY .0201t) 9'-7• 71' 9'-1' 9'-1' 9•-1- 9•-1' .gyp B'-0• e'i• B'i• 6i' B'i" 6i' -�D e'-D• B' ' 9• ' 9� " 91 " 9 3€ APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN 63• 6-1• B•-1' T-tD• T-ta• T-6- T-e' T- 7'-6' T-3° T-2' 6'-11' 9'-1' g'-tD• B•-7D' 6-7" B•-6• 6-7• IN TABLE 1 ABOVE. 1a3° 10.3" 10'3- 10'3' to-3" 10'3• 9'-0' 9'-0" W_W 9w" 9'-0° 9•-0• 9'-6" 9•-V 1-6. 9'ai' B,_8, B•-6" .024 .024 .024 H'-70' B'-10' 8'-T 8'-8" B'3° B'_r 8'-0" 6-i' T-lV 10'-2' 9'-1 a' 8'-10" 9' 40 I&IDT1 ii'-0' 11'i' 714' 71'i' 71'-0' it'i' 40 91_9` 9'S' 9'-9' 9'_9^ 9'-9' 9'_9" 40 12'-T 1I'-9' 12'-9' 1l'i' 6' 13•_1• 46TEL JOBC 032 7 NOTE:PANEL FASTENERS •D32 11•-3' 11'-7" 71'-0" 10'-7• 10'-0' 1d3' -D� 10'-2• 9'-10' 9'-70" 9'-7" 9•4- 9'3" to-3• 10'-T 10'-1" 9'-10' 9'-10" 9'3' rytE OFYi1e y ARE SHOWN IN TABLES 1,2 AND 3,SHEET 4 12'-2' 12'-2' 1Td" 12'"2" 7T-2" 12'-2' to'-r 10'-7^ 10'-7" 1D'-r 10*7' 10•-7" 11'-2' 11'-T 11'-2- IT ii'-2• 11'-2• i .040 173' 72'i' 12'-0' ,2'-1' 7T-r tt•b^ 040 11•-8• 71'-2' 11'-2• ,a-B' t0'-t D• 1dfi' -D4D 13'-9' 13'i" 13'-6" 13'-0' 13'-P 12'-7' 0�WN� AT FOOTNOTE: "SAMPLE" .02D U) B•-2- a-2- B'-2' B-2' 8-2' g•-2° .020 TS• Ts Ts^ T-s 7'-5 Ts- .D20 63 e•3• e'3' 63• 1'-3° 8.3" CHIMMI, DM 6 FIGURE INDICATES T-1' 6'-11` 6-1 V 6'-9' 8'-5' 6-5' 6's 6-3" 63' 6'-1' 7'-e" 7'-T T'b" T5' 7'-B' 7'-2" 2 ATTACHED .024 9'-T 9'-2" 6-2' 9'-2' 9'-2 9'-2' .D24 8-3' B'3" 8'3' a3° 8'3° B'3' .�4 8 9' 8 9" 8_9• S-9- g'-g^ B'A' FIGURE INDICATES B'-0" T-10' T-70' r-0" T3' T£ SD ," T3' T3" T-1" T-0" 6'-11" B•a• 6a' e'-7^ 6s B'i• 6-1` PANEL SPANS TRI-V, FREESTANDING sp .032 10'7' 10'_7` 10'-7' IV 7• .032 9.1. T d 1' 911. V 1' .032 9-0 9"6" 9'-B• 9'_3" 9'3° e'a• W-PANEL&FLAT PA j 9'-T a3' B'S B'•11' 8•-B" 7• B,-6• B'S• B•-4• 6-3" is-0' 10.3' 1a-3" id-T 10'-1' 9'-9' °• 8 11'3" 11'3" 11'-3' 11'3' 11'3' 11" 9'S` 9'A^ s'-9' 9'-9' d-9' 9'-9' W-4" 1ai' 1D•-0' to-0" 10•i- id-0" y .040 11•-0• 10'-t0^ i30-t0" tD'-7• ia-B• t0'i• -D4D 9'-70' 9'-B" 9'-9^ 9-5" 9'-T 9'-2' 01D 11'-70" 1T-T 11'-9, 11'-6' 11'-6' it'-2' (1.` ' _ J1 _ A B C D E F G H 1 V O N MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER I- � Co Ln o FOR ATTACHED AND FREESTANDING SOLID COVERS w �' C`3 G � v � TABLE 1 TABLE 2 TABLE 3 Q "' o x (2) 2"x6%2 AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 1 1141 > o 6 %2' ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS Q o r NUMBER OF N0.14 TEK OR SMS SCREWS UMBER OF N0.14 TEK OR SMS SCREWS PEF NUMBER OF N0.14 TEK OR SMS SCREWS IAL oM U 7 a- ax az PER FOOT ❑F BEAM LENGTH jo PER FOOT ❑F BEAM LENGTH ?o ❑0T ❑F WALL HANGER AND BEAM LENGTH ?o a N 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH �9 110 MPH 120 MPH 130 MPH v ~ EXP. BI EXP. q EXP. B EXP, C EXP. BI EXP, C ~ EXP. B EXP. C EXP. B EXP. C EXP. BI EXP. C ~ I EXP. BI EXP, EXP. Bi EXP, 9 EXP, Bi EXP, C 1 1 1 `2 -1 1 2 1 1 1 1 1 1 1 *1 :f 1 1 5' 1 2 2 2 2 5' 1 1 1 2 2 2 5 111 1 1 2 2 2 1 1 1 1 6' 22 2 3 6' 1 2 2 2 2 2 6 11 1 1 2 2 2 1 1 1 2 2 2 1 1 S 5885 2 223 3 3 2 2 2 2 2 21 2 8 1 22233 2 3 8 1 2 12 2 22 2 2 3 238 1 1 2 g 2 2 2 2 2 2 g' 1 2 2 2 2 2 g 1 1 1 OF cn�F2 3 3 3 3 4 2 2 2 3 3 3 12 2 2 2 W23 1 2 2 2 2 2 , 1 1 1 1 1 1 06-23-16 10' 2 3 10 2 2 2 3 3 3 10 1 2 2 2 2 2 4 11, 2 2 11' 2 2 2 2 2 3 11 3 3 2 3 3 3 3 3 1 1 1 2 1 2 1 2 1 2 2 2 DURALUM 12 2 3 2 3 12' 2 2 2 3 2 3 2 3 2 2 3 4 12' 12 2 2 1 2 1 22IAPM0 0195 13' 2 3 2 4 13' 2 2 2 3 2 3 3 g 3 3 3 q 13' 1 2 1 2 1 2 1 2 1 2 2 2 AHJ APPROVAL FOOTNOTE: "SAMPLE" 5 FIGURE INDICATES ATTACHED - FIGURE INDICATES FREESTANDING i a 4 fi G 2 fi REVISIONS wax wre oscu-iox i 451EL NS: 1F1071 ; e 7 DATE DFZ31fi `y k DRAWN BY AT j CHECKED GM f A PANEL SPANS TRI-V, W-PANEL& FLAT PAN s e i SH - 4 t A 6 C o D E F G H CD cli rk RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/1201130 MPH EXP. B & C N L 4 LLI m m 3"x B"RAFTER w 2"X 61/2"RAFTER w DBL.2"x 61/2"RAFTER F- Q � aw 110 MPH 120 MPH 130 MPH aw 110 MPH 120 MPH 130 MPH H7') a� 110 MPH 120 MPH 130 MPH U ULUSL (IN) mo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LUSL ON.) yo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 LUSLyo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 O O Q 1. 28'-6" 29'-6" 29'-B" 28'-g" 29'_3" 26'_3" 16'-0" 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 22'-6" 22'4" 22,-6" 21'-1" 22'-T' 19'-2" D_ W u_ 10 16 26'-3" 26'J" 26'_3" 26'3" 26'-3" 25'-7" 16" 14'-2" 14'-2" 14'-2" 14,_2" 14'-2" 13'-9" 16' 9'-10" 19'-10" 19'-10" 19'-1 D" 19'-1 D" 19'4" LLJ > o .042 24'_2" 24'-1" 24'_2" 23'-6" 24'-0" 21'-6" .024 13'-1" 13'-0" 131-1" 12'_3" 12'-10" 11'-2" .024 24 18'4" 18'-W 18'-q" 1T-3" 18'-2" 15'-8" Q ZO 24" 21'6" 21'-6" 21'-6" 21'-6" 21'-6" 21'-0" 24" 11'-7" 1- 7" 11'-7" 11'-7" 11'-7" 11'-3" 16.3" 16'-3" 16'-3" 16'3" 16'-3" 15'-10" m co co 2 23'-0" 23'-D" 23'-0" 23•-0" 23'_0" 22'_9" 20'-3" 20'_2" 20'-3" 19'-8" 20'-1" 18'-2" 28'-7" 26'-6" 28'-7" 27'-9" 28'-3" 25'-T' ccoo — c�'D 16" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 16 18'-0" 1T-7" 16" 25'-3" 25'-3" 25'�" 26-3" 25_3" 24'_g" \ w rn 20 .042 1B'_g" 18'_g" 18,_g11 181_91, 16_g 18,_g,. 10 24" .032 24 16'-7" 16'-13" 15'-7" 16'-1" 18'4" 14'-10" 10 .032 24 23'4" 23'-3" 23'4" 22'-B" 23'-1" 20'-10" rn 1 T-10" T-10" 1 T-10" 1 T-10" 1 T-10" 14'-8" 14'-8" 14'-8" 14'�" 14'-8" 14'-4" 20'-8" 20'-8" 20'-8" 20'�" 20'-8" 20'-2" 161. 191-81, 191-8" 19'-81, 19.4. 1g'-B" 191-81. 16„ 24-6" 24'-4" 2q'S" 2T-9" 24'_3" 23'-2" 34'-7" 34'4" 34'-7" 33'-T' 34'-2" 32'-8" 25 042 21,_2,• 21'-3" 20'8" 042 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 042 16" 30'�" 30'8" 308" Q�pFE33lgy47 18'-1" 16'-1" 16'-1" 16'-1" 16'-'P' 16'-1" 20'-1" 20'-0" 20'-1" 19'-6" 19,9" 19'-0" 2q„ 28'_2" 2B'_1" 28'_2" 27'-4' 2T_10" 26'_8" 24" 17'-7" 17'-7" 17'-7" 17'4" 17'-6" 16'-1 D" 24" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17,_3, 25-1" 25'-1" 25'-1" 25'_1" 25'-1" 24'4" y 2 3 tfi" 18'-1" 18'd" 18'-1" 18'-1" 18'-1" 18'-1.1 16 12'4" 12'4^ 12'-4" 12'4" 12'-4 12'-4" 16„ 1T4" 1T4" 1T-4" 1T4" 4T4" 1T�" S5885 - 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9' 11'-9" 16'-7" 16'-7" 16'-7" 16-7" 16'-7" 16'-7" .. 30 .042 13'-9" 13-9" 13'-9' 13-9' 13'-9" 13'-9" 024 10'-2" 10 2" 10'-2 10 2" 10'-2" 10'-1" 024 14'-2" 14'_2` 14'-P" 14'-2" 14'-2' 14'-2" 24" 15'-T' 15'-7" 15'-T' 15'-7" 151-7" 15'-T' 24 9'-8" 9'-8 9'-8 9-8" 9'-8" 9'-8" 24 13'-7" 13'-7" 13'-7" 13'-7' 13'-7" 13'-7" - 151-101, 6-10" 15'-10" 16-10" 15'-10" 15'-10" 15'-B" 15'-B" 15'-6" 15'-8" 15'-B" V2'-9" 22'-1" 22'-1" 22•-1" 22'-1" 22'-1" 22'-0" OF CAl\F� 16" 16'-8" 15'-8" 16'-B" 16'-B" 16'-8" 16'-8. 16 15_0" 15'0- 15'-0" 15'-0" 15'-0" 16" 21'-1" 21'_1" 21'_1" 21`-1" 21'_1" 21'-1" .032 06-23-16 40 -042 24 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 20 .032 24 12' 10" 12' 10" 12'-10" 12'-10" 12'-10" 20 16'-1" 16'-1" 18'-1" 18'-1" 18'-1" 18'-0" 13'-B„ 1 T-8" 13'-8" 13'-8" 12'-0" 12'-3" 12'-3" 12'-3" 12'-3" 24" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 17'-3" 6" 13'4" 13'4" 13'4" 13'4" 13'4" 13'4" ip, 19•-D" 19'-0" 191-0" 19•-0" 19'-0" 26'_8" 26'-B" 26'-8" 26'-8" 2"" 26'-7" 50 .042 15'-O` 55'-0" 15'-& 16-0' 15'-0' 15'-0" i6'-1'- 16_1" 18,-i" i8'--, 18--1 16" 26-6" 25'-6" 25'-6" 26-9' 26-s° 2ss" 6URALUM 10'-3" 10'-3" 10'-3" 10'-0" 10'-3" 10'-3" .042 15'-0" 15'-6" 15'S" 15'-6" 15'-0" .042 21'-10" 27'-1.0" 21'-10" 21'-10" 21'-1 D" 21'-9" IAPMO 0195 24' 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 1 '-2" 24„ 14'9 14'-9" 14'-9" 14'-9" 14'-9" 24 20'-10" 20'-00" 20'-10" 20'-10" 20'-1 D" 20'-1 D" 16 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 15'-101, 15'-10" 15'-10" 11'-7" 11'-7" 11'-7" 11' 11'-6" 11'-2" 16 16'-3" 16'-T' 16'-3" 16'-1" 16'-2" 15'-8" aH�AFFaovAL * NOTE:SINGLE RAFTERS SPACED 16"O.C.MAY BE USED AT .024 .024 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED8'-1. B'-11, 8'-1" 8'-1" 8'-1" 8'-11. 24„ 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 12'-9" 24"O.C.MAY BE USED AT 48"O.C.WHEN DOUBLED. 24" 9'-0" 9'-6" 9'-6" 91-6" 9'-6' 9'-2" 9-3" 9'-3" g'-3" 9'-3" 9'�" s 16 14,4„ 14,4„ 14,4„ 14,4„ 14,4" 14�4�� 20�_2.. 20202,_ „ 20,_2„ 20'_2�� 2D'_2�� 20_2„ 25 14._9„ 14'_6" 14'_T' 14.2, 032 16" 20'_g., _g„ 20,_g, 20'_6" 20.7" 19.10 .032 24. 11'-11, 11'-1" 11'-1" 11'-1" 11'-11, 11'-1" 25 24 16'-7" 16'-7" 16'-7" 16'-7" 16'-T' 16'-7" 1 12'-1" 1T-1" 12'-1" 11'-10" 12'-0" 11'-7" 1T-0" 17'-0" 1T-0" 16'-8" 16'-9" 16'-311 " 16" 1T4- 1T4" 1T-4" 1T4" 1r-4" 17'4" 16„ 24'-6" 24'-6 24'-6" 24'-0" 24'-6" .042 1T-9" 17'-9" 17'-9" 17'-7" 17'-8" 17'-1" 042 25-1" 25'-1" 25'_1" 25'-1" 25'-1" 25'-1" 24'" 13'-W 13'-W 13'-3" 13'-3" 13'_3" 13'-3" 24 20'-0" 20'-0" 20'-D" 2D'-0" 20'-0" W-00." 6 14'-T' 14'-7" 14'-7" 14'4" 14'-6" 14'-0' 20'-6" 20'-0" 20'-6" 20'-6" 20'S" 20'-6" FOOTNOTE: "SAMPLE' REVLsiDHs auu "nrt nLscwma" FIGURE INDICATES ATTACHED FIGURE INDICATES 1 FREESTANDING o.oaz' 45tELJOB2 i6fOr1 [ TYR r 8.0' DATE 06b,6 0.029 .024" 6.5"oa4t' .0327 6'S" DRAYM 6Y AT 0..0 .0a2" :r CHECKED GM MINIMUM FASTENERS t * 3'k8"RAFTER *2"x6.5"RAFTER *DBL.2"x6.5"RAFTERS j 6 ALUM.ALLOY 30D4-H36 OR ALUM.ALLOY 3004-H36 ALUM.ALLOY 30DW360R 3 EQUAL OR EQUAL EQUAL SH_ -_5 A d C p E F G H I J 4 N RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C CD NLU 2"X 6 1/2„RAFTER ow DBL.2"x 61/2"RAFTER F- Q cii LUSL ,T, go 110 MPH 120 MPH 130 MPH LU5L T" go 110 MPH 120 MPH 130 MPH �� � U m (IN.) mo EXP.B -EX EXP.B EXP.0 EXP.B EXP.0 (IN.) wo EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 - O X " 9'-9" 9'-9„ 9'-9" 9,-9„ 9'-9" 9'-9„ 14,-8" 14'-8" 14'-8" 14'4' 14'-8" 14'-0" ( W I¢i_ 16" 1 D'-3" 10'-3' 10'3" 10'3" 1 D'3' 10'-3' 16" 14'-6" 14,-0" 14,_6" 14'-6„ 14,-6" 14'-0„ L U � o U LO .024 T-6" 7'-6" 7'-6" 7'-8" T$" 7'-6" .024 11'-2" 11'-2" 11'-2" 11,-2" 11'-2" 11'-2' ¢ ZO 24" 8,-6„ 8'-6" 8'-0" 8,-6„ 8'-6" 8,-6„ 24" 11'-10, 11'-10" 11'-1a 11'-10' 11'-10. 11,-10, o - 76„ 12'-6" 12'-0" 12'-0" 12,_6" 12'-6" 12'-6" 18" 18'-7" 18'-7" 18'-7„ 18,-7" 18'-7" 18,-7„ m c� coo .032 13'-1" 13'-1" 13'-1" 13'-1" 13'-1" 30 18,-4" 18,4, 1B'-0" 18-4 18-4 18'-4„ N � - rn 30 24„ 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 032 24" 15'-3" 15'3" 15'-3" 15'-3„ 15,_3" 15'-3„ \ rn 10'-B" 10'-8" 10'-B" 15'-1" 15-1" 15'-1" 15'-1" 15'-1" 16„ 16'-0„ 16,-0„ 16'-0" 16,_0'. 16'-0" 16'-0" 16" 22'-7" 22'-7„ 22•_7" 22,-7" 22'-7" 22'-7„ .042 15,_9" 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 042 22'-2" 22'-2" 22'-2" 27-2" 22,_2„ 22,_2„ oQ�FF581gygC 24" 12'-3" 12'-3„ 12'-3" 12'-3„ 12'-3" 12'-3" 24" 18'-6„ 18'-6" 18,-6" 18,-6„ 18,-6„ 18'-6" 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" ' 16 8,-0„ 8'-0" 8'-0" 8'-0" 81-01. 8'-01, 16" 2'-10" 2'-10„ 2'-10" 2'-10" 2'-10" 2'-10" S 5885 A .024 91' 9'-1" 9'-1" 9'-1" 9'-1" 9'-1.1 024 12-8 123 12-8 12-8 12-8' 12-8 * - . .. 24" 6'-2„ 6'-2" 6'-2" 6'-2„ 6'-2" 6'-2" 24„ 9'-10" 9'-10„ 91-10" 9,-00„ 9'-10" 9'-10'. .. ..:... . 7,_2„ 7'-2" T-2" 7'-2" T-2" T-2„ 10,-4„ 10'11" 10'-4" IO'-4" 10'-4" 10'-4" ° 16" 10'-10" 1 10'-10" 10'-10" 10'-1O" AD" 10'-10" 16„ 16'-4" 16'-4" 16'-4" 16'-4" 16-4" 16'-4" OF Cpl.\F�` 40 .032 24" 8.4. 6'-3" 81_31L 8,3 40" 8'-3„ 8'-3" .032 24 12,-6„ 12'-6" 12'-6„ 12'-6„ 12'-5, 12,-6" 06-23-16 9'-4„ 9,-4" 9-4„ 9'-4" 9,-4" 13,-2" 132" 13,-2" 13'-2" 13'-2" 13'-2" < 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9" 19,_9„ 191_9" 19'-9" 19'-9" ,042 16" 13'-9' 13'-9 13'-9 -9' 13'-9' 042 16" i5'!r" DURALUM 24" 10,_9" 10,-9„ 101-9" 10'-9" 10'-9" 10'-9" 24" 18'-2" 16'_2" 16'-2" 16'-2„ 16'-2" 16,-2„ IAPMO 0195 Y1'-3" 15'-10' 15'-10" 15'-10' 15'-10 15'-10' 15'-10" " 16.17'-3" T-3„ 7'3- T-3" 7'-3" 7'-3" 16" 10'-10" 10,-10" 10'-10„ 10'-10" 10'-10" 10'-10„ B'-2" 8,_2„ 8,_2„ 8'-2" 8'-Z" 11'-4" 11'-4" 11'-4" 11'-4" 11'-4" it'-4" ARJ APPROVAL .024 5,_2" 5,-2" 5'-2" 5-2" 5'-2" 5,-2" .024 8'3" 8'3" 8'3" 8'3" 8'3" 8'3" s 24„ 5,_9„ 59" 5,_9„ 5,_9„ 5,_9" 24" 9,4- 9141. 91 V 9,-0„ 91_9" 9,_9„ 9,_9„ 9,_9„ 91_9" 9,_9„ 14,_8„ 14,_8„ 14'-8" 14'-8" 14'-6" 14'-8" 50 16 10'-3" 10'-3" 103 10'-3" 10'-3" 10'-3" 16 14'-6" 14'S" 14'-6" 14'-6„ 14,-6" 14'-6" .032 24 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0„ 50 .032 24" 11'3" 11'-3" 11'-3" 11'-3" 11'3" 11,-3" 8'-4" 111-10" 11'-10" 11'-1 D" 11,-10" 11'-10" 11'-10" ° 11'-91, 11'-9" 11'-9" 11'-9„ 11'-9" 11'-9" 17'-9" 1 T-9" 17'-9" 1 T-0" 17'-9" 17'-9" .042 16" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 1Z-6" D42 16 17,-6' 17'-6" 17,_6" 17'-6" 17'-6" 17'-6" 24" 9'-0" 9'-0" 9'-0" 9'-0" 9,-0" 9,-0" - 24„ 13,-7" 13'-T' 13,_7„ 13,_7" 13,_7" 13,_7, s 10'-2" 10,-2" 10'-2' 10,_2" 1 O'-2" 10'-2" 14'3" 14'-3" 14'-3" 14'3" 14'-3" 14'3" RE17610N6s wwt 0"1e o[scnro" >: FOOTNOTE "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING 167E JOB 1F/011 Y .024" 6. • .024" 6,6" DATE 0sa3-16 - 32- .032" .0 .042" I .0442t " CHA E Y AT I -II(- CHECNEo OM o e I-zo-I I-_0.- _3-0 ---2.0•-I RAFTER SPANS FOR z mm. OPEN LATTICE i *2"x6.5"RAFTER *DBL.2'k6.5"RAFTERS COMMERCIAL& PATIOS 8 ALUM.ALLOY3004- 36 ALUM.ALLOYMU-MSOR 1 OREOUAL EQUALq SH - 6 L A B C D E F G x I J ° HEADER BEAM TYPES eCD CD r 1.52" GUTTER N CO L0 I EXT.CLIP LU C4 CD0.37s C So ` SPLICE T=12 GA. INSERT T=0.12YALUM. � U WHERE ASTM A65355 WHERE ALLOY SPLICE OCCURS I OCCURS WHERE 1 GRADE 50 G60� 3.°° 6W3-Tfi �� O O Q SPLICE OCCURS ° 0.73" I DII RII 4.0 46 032 7.D 6.5 2.57' WERE 6.656° " W(Y 7 OCCURS ALUM. W LL 0.11S ¢ Z o I II II I TYP. O 0.070° 0.065" r- 0.075" II 3.0 CDTYP .038' 1YP. II II 2.04° I 1 Mo � Lri I I _ O Z 2.08' I I 3" SQ.xO.032"ALUM. BEAM 0.3i5 _ � N � `-' W/ 12 GA. STL. "U" CHANNEL .0° ET0..30" pp EASTMA653SSGRADE50G60 3 , 6.5" ROLLFORM 4" IM3 4.5" MAG GUTTER 7" I-BEAM FESSI GUTTER FASCIA MAG BEAM C D F e(O 0j9� ~ ALUM.ALLOY B ALUM.ALLOY ALUM.ALLOY ALUM.ALLOY . 25" ALUM.ALLOY 6063-T6 30D4-H36 6063-T6 6063-T6 6D63-T6 ti Ccq y G WI 1 "C" INSERT m 3 ALUM.ALLOY 6063-T6 S 5885 T=12OR H W/ (2) "C" INSERTS 14 C A ALUM.ALLOY 6063-T6 7.675° ASTM A653 SS GRADE 50 OF DAO\ . GISD NOTE: .042/ 6.5" 0.032" WHERE'C'INSERT OCCURS AS SHOWN IN TYP 8.0" 8.0" SPAN TABLES,IT SHALL BE INSTALLED THE 06-23-16 0.042" 0.042 FULL LENGTH OF THE 7"I-BEAM. 4 TYP. TYR - 0.625" NOTE: DURALUM OZ-H HEADER BM TOP AND F -2.875° BOTTOM FLANGES SHALL BE CUTAT IAPMO 0195 _ 3"X8"XO.042" BEAM EACH INTERIOR COLUMN WHERE ° ' DBL. 2"x6.5"x0.042" I I W/ 14 GA. STL. INSERT OR MORE COLUMS OCCUR.DO NOT ALUM.ALLOY 3004-H36 �3,p^� F---3.0"+ �3.0"--I M CUT FLANGES AT END COLUMNS. OR EQUAL ASTM A653 GRADE 50 G60 Aw AaPRDVAL DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"xO.042" BEAM 3"x8"x0.042" BEAM 5 `� ALUM.ALLOY 3004-H36 n ALUM.ALLOY 3004-H36 L ALUM.ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE:WHERE 72 AND 74 GA.STEEL INSERTS -__ RT IN -S ---'- -- 1 OCCUR AS SHOWN IN THE SPAN TABLES, f THEY SHALL BE INSTALLED THE FULL LENGTH OF THE Tx8"BEAM. j T=72 OR =12 COLUMN / POST TYPES ASTM A653 SS 5 GRADE50 6,p" G =3"SQ.xt=0.188" G6D REVISIONS .042" TYP. 0.024 H =3"SQ.xt=0.250" 0.03z' 0.042 =3"SQ.xt=0.313" LASTIC j =4"SQ.xt=0.188" PLUGS K 7o-lDn 4.0' --1.00"f-- 6.5„ =4"SQ.Xt=0.250" 4STELJOBC MAX. 3.0' 040' ALUM. DATE 0&.ale `- .048' STEEL RSO SHS DBL. 3"x8"x0.042" BEAM EA?SIDE - DRAWN BY AT 11 W/ DBL. 14 GA. STL. INSERT 3.0 36 3.0" CHECKED GM , ALUM.ALLOY 3004-H36 .03Z I .28L OR ` ° OR EQUAL ALUM. -jl I I -I- � I 0T0j'7p5., 3.0" 4.0" j DBL. 3"x8"x0.042" BEAM I 4- 2.o"--J- -3.0"Tz.a"-1 F�3.0'�-I - t HEADER BEAM TYPES, W! DBL. 12 GA. STL. INSERT_ _ �3'0� COLUMN ! POST TYPES g P ALUM.ALLOY3004-H36 3" SQ.ALUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST 5 OR EQUAL B ALUM.ALLOY3004-H36 C' ALUM.ALLOY3004-H36 WITH SIDEPLATES MAG POST L3.0" OR 4.0" NOTE:MERE 12AND 74 GA.STEEL INSERTS OCCUR AS HEIGHT LIMITED TO �13" SQ. STEEL POST_ D ALUM.ALLOY 3004-H36 E AIUM.ALLOY SQ- STEEL POST N SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 10'-D"MAXIMUM. r OR EQUAL 6063-T6 ASTM A500 GRADE B S 1 1 ■ s THE FULL LENGTH OF THE 3"x8"BEAM. ASTM A653 GRADE 50 CP60 A B C D E F G H CD CD EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS C:, o NOTE:WHERE COVER CONSTRUCTION IN U DES (E)WALL COVER WlWSTEEL NOTE, BRACKET CAN BE Lu m CO A34 FRAMING ANGLE SPECIFIC F 0 IWOHOLESTyp. LOCATED ANYWHERE 13N EAVE != < CA DETAIL A OR B,SITE =C IC _ IS LOADS OPENING ROJECTION =1 0 SEE TABLE 2 REQUIRED TO VERIFY ADEQUACY� ENGINEERING RCINLG'STING P -NOTE:PROVIDE WATER STUD WALL FRAMING WHERE OF THE EX 0 TYP.BRACKET PROTECTION,METAL FLASHING 0 >< FASTENERS,SEE TABLE 3 RE ONE OR MORE OF THE 10,20PIt 1 �& ATEVERY2x� CAUCKJOINTS AND SLOPE U) - - R.F.OR EXT.HANGER FOLLOWING CONDITIONS OCCUR: >V T47 8 0 TO DRAIN(OPTIDNAL) 6 � < a JE Of Li .LL CHANNEL,2X OR 3X EXISTING EAVE ALLOWABLE PROD.TO BEAM RAFTER BRACKET LEDGER OR WALL HANGER OVERHANG SEE TABLE I cD WITH FASTENERS (24"MAX) u') 1 < C) PERTABLES3 4 c� 0� 3 0 'ER 3X ET OVERHANG ALUM. PANEL ZX OR EXIST.RAFTERS AT 2K WOOD STUD OR IN E� 3X ALUM.RAFTER 24�O.C.ATROOF —CONCRETEWALL F�RAFT cf)0 (3)414.'" W OVERHANG (3)414x3i C\l crO EXIST.FASCIA BOARD .3 CIO 'L P 2XFULLDEPTH ALLOWABLE PRO EXISTING EAV W. 1:S J WOOD SCAB, IN. TO BEAM OVERHANG OR S 'I E -M I IN R SEE TABLE 1 (24'jMA)Q WHERE OCCURS. NOTES PLACE 'SIKA FLEX' OR SIMILAR NOTE:BRACKET MY BE SEETABLE2 MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER COW. SHINGLE ROOFING TO PROVIDE SEAL W SAME CONNECTIONS. 0,!EAVE CONNECTION -�WALL CONNECTION EXISTING CONNECTION ALTERNATE EAVE CONNECTION IST ROOF A L EXISTING ROOF OVERHANG DESIGN LEIAIISI NOTE.WALL LEDGER IS NOMINAL LUMBERSIZE Z"x6'(AT2"4)S* RDL = 3 psf 00) T13 8 psf (MAX) RLL = 20, 23, MINIMUM RAFTERS),NOMINAL TXT(AT3-,r MINIMUM RAFTERS) NOTE:THIS��E!�?L IS LIMITED TO RESIDENTIAL INSTALLATIONS 3 30, 40, & 50 psf OR KILN-DRY WOOD-FILLED 2'x6Y'OR 3W'ALUMINUM SECTIONS. WITH A 10 pf MAXIMUM DESIGN LOAD. S5885 ?_ EXISTING RAFTER ALLOWABLE SENDING STRESS IS feee -h TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS EXISTING MAXIMUM PROJECTION OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG WITH 6-INCH MIN.THICKNESS OF CA0, FRAMING MEMBER (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWS WITH 2x FULL LUSL OF FASTENERS 06-23-16 LUSL OVERHANG 110,B 1110,Cl 120,B 120,C 130,B 130,C DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL W 0 SIMPSON STRONG-BOLT P 4 2"x 4"FULL 26'-0" 26'-O" 26'-0" 26-2" 25-W' 20W 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S-L. 50 PSF S.L. 10 SS AT 48' O.C. (ab) Z'x 6"NOT CH ED 26'-D" 26'-D" 2W-D" 25W" 25'-4" 21'-2 WIND SPEED WIND SPEED WIND SPEED VVIND SPEED WIND SPEED WIND SPEED (EXP.B&C) (EXP.B P.B&C) (EXP.B& 0 SIMPSON STR13NG-BOLT 2 DURALUM 10 Z�x&'FULL OR (FXP.8&0) &C) (EXP.B&C) (FA C) 20 SS AT 4a, ac. (mb) 2"x8"NOTCHED 26'-0" 25'-0" 26'-0" 26'-0" 26-0" 26'-0" 1-10 120 T130 110 120 130 110 120 130 .1101 120 1 130 110 121) 130 110 120 130 IAPMO 0195 Z'xB"FULL OR 5- (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) 2'KID"NOTCHED 260 26-0" 26'-0" 26-0" 26,-9 26'-0' 25 W 0 TS 4PS DN TaR,ONG-BOLT 2 B. (A) (A) (A) (B) (B) (B) Z'x 4"FULL 26'-0" 26'-0" 26'-0" 26-2" 264" 20'-7" auAPPRwAL r .1 SS(A) (A) (A) (A) (A) (B) (B) 0 N TRaNG- 2"x 6"NOTCHED 26'-0" 26�0" 26'-0 26�0" 26'-0"1 26'-0" _LB)_ 30 ATSIMPSO 36' O.C.S(Q,b) BOLT 2 6 20 Z'xS"FULL OR 26'-D" 2"" 26'0" 26-0" 26-0" 26'-0" _B' _(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x8 NOTCHED 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 0 SIMPSON STRONG-BOLT 2 2'k8"FULL OR 40 SS AT 36' D.C. (a,b) 2"Al)"NOTCHED 26-0" 26-0" 26'-0" 26-0" 2W-0" 261-01, 10' (A) (A) I (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) -117 (A) IS) (B) (B) (B) ON STRONG-BOLT 2 2"x 4"FULL 26'-0" 26!-0" 26'-0" 26-2" 264" 20 TA) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) ' ' 1 50 'K OATST470.C, Ca,b) 2"x B"NOTCHED 26'-0" 26'-0" 2W-11" 26-D" 26'-0" 260" 12- (A) I (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) I (B) 1 (13) (13) (B) (B) 25 2"x6"FULL OR 2NB"NOTCHED 26'-0" 26'-0" 26!-0" 26-4- 26'-0" 26,-o', TABLE 3 r TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA 2N8"FULL OR FOOTNOTES TO TABLES 3&4: 6 2NI0"NOTCHED 26'-0' 26'-0" 26'-0" 26'-0" 26'-0" 2F-O" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING a. EMBED ANCHOR 3' MINIMUM REVISIONS 2"x 4"FULL 1 F-0" 16'-0" 16'-0" 1 W-O" 16!-0" 16'-0" (C) (2) Y4' DIAMETER LAG SCEWS 2"x S"NOTCHED 10'-10" 101-1011 101-1011 9!-2,1 9,-3,, DIAMETER LAG SCREW INTO CONCRETE WALL AND INSTALL IN ACCORDANCE (E) DIAMETER LAG SCREW 30 2"x6"FULL OR 26!-G" 26'-0" 26�O" 26'-0" 26-V' 26-D" WITH ESR-3037 2NB"NOTCHED b. USE 3' SQ,xY4# STAINLESS 2"xB"FULL OR 26'-0" 2W-D" 2W-O" 26-0" 26�-O" 26-41 WIND SPEED WIND SPEED WIND WIND WIND WIND SPEED 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 2NIO"NOTCHED no INSTALLING NEW WOOD MN (EXP.B&C) (EXP.B G) (EXP.B&C) (EXP.B&C .CEXF.B&C) (EXP.B&C) 2"x 4"FULL ll'-7"I IV-7"I 11'-7" 11-7". 11'-7"1 11 W" R LEDGER AGAINST EXISTING 4 S711JOB 161071 .. 1 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 1101120 130 7 2"x 6"NOTCHED 16-6" 16-13" 16-13" 15'-6" 15'-6" 15, 1 CONCRETE WALL. DAM 062316 40 2N6"FULL OR , 1916, 19161 1916, 1916, 19161 1916, 5' CC) (C) CC) CC) CC) CC) CC) CC) CC) CC) CC) CC) (D) (D) (D) (D) (D) (D) c, WHERE ROOF PANEL RAIL ZxV'NOTCHED OCCURS, USE ' DIAMETER DBARN BY AT . 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"xB"FULL OR LAG SCREW IN LIEU OF (2) 2NIO"NOTCHED 26'-0" 26!-D" 26'-0" 26'-V' 26'-0" 26'-0" 7' CC) CC) CC) CC) CC) CC) CC) CC) CC) (D) (D) (D) CD) (D) (D) (D) (D) (D) CHEMD GM Y4' DIAMETER LAG SCREWS, 2"x 4"FULL W-11" B'-1 1" W-1 1" 8'-1 I W-1 1" 8'-1 I" B. (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6"NOTCHED 12'-1" 12--1" 12'-1w _12-1- 271- JZ-�9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) EXISTING EAVE: 50 2"x6"FULL OR 15'-3" 15'-3" 1F-3" 15'-3" 15'4' 15'-3"1 10' (G) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) CONNECTION DETAILS 2'�KW NOTCHED �l OR iii" _(C) _ (C) (C) (C) (C) (C) (D) (D) (D) (E) (D) (D) (E) (E)2"xB"FULLCH 20'�T' 20'-9" 20!-9" 20'-9" 2W-9" 2W-9"ZNIO"NOTED 12 L) CC) CC) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) SH - 8 :: _- :a .- ..-.....V:.:. - . ... ___. ♦ i.............. .. v t........... .— .. ..... .. _-... A 8 C D o E F O H " HANGER CHANNELS AND MOUNTINGBRACKETS _ N 5740.'t STENERS, " o E TABLE 3,SHEET4 T=,D6D TYP,-1 W " �o U) U FASTm 1.50" SEE TABLE 3 SHEET B 30 0" '078 W �' x " ALUM,3004-H36 '06 " ,25'R 63 ^.OS p 3" 6" ' � W l¢L .2D2" FASTENERS, LLlt=0.04" .Ott(2))90" D SEE SHEET4 0 " .ZO) Q Z �.563" .2O ' 5' 1N m .281" a3" o LD r2FASTENERS ROOF PANEL ¢ OIWHEREDOCCIIRSOUS A-�IL N MSHEET8 SEETABLE3 06 „ `? FASTENERS, CD FASTENERS, ALUM.ALLOYSEESHEET4 .6 SEE TABLE 3,SHEET 1.75" ALUMALLOY 6063-T6 ALUM,ALLOY 6063-T6 ALUMALLOY 6063-T6 6063-T6 ESS)Oy4� 3 O ROLL FORMED A EXTRUDED HANGER/CONNECTION C I.R. HANGER H BRACKET HANGER y O 59 � S 5885 NOTE:THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3)Y2"O LAG SCREWS 11/2„ 10#25#.32)#145M)#14SISE OFCAUF� 20#,25#,30#LL=(3)#14 SMS EA 510E � 1BEAM SPLICE TO 914 SDS, 40#,5D#L.L=(4)#4 SMS EA.SIDE ✓ OCCUR DIRECTLY OVER 5/8"0 PLASTIC 3 PER SIDE POST.NOT PERMITTED PLUG WHERE 06-23-16 —_ @ 6SCREWS @2-POST UNITS SCREW IS INSIDE 1' _ /4"OR 1 1/2" JE I #14 SMS MAY 2"x61i2"OR .5 BEUSEAS DURALUM � I 5"MIN. 3"x 8"ALUM. 3.5" ALTERNATE TO \ IRAFTER 3.5" 1!4''H BOLTS IAPMO 0155 — R1 1/2" 8"BEAM 3 3„XB"ALUM. -- — -------- ' I 5„HEADER U-BRACKET IAHJAPPROVAL EXISTING WOOD STUD FRAMING S3"X8"ALUM. (E)STUCCO j I 61/2"SIDEPLATEEA. 21f' (E)STUCCO 2 EACH 114"0 x 3.1/2"LAG SCREWS LL=10 psf ISIDE SEE POST SCHED. RAFTER 2 EACH 1/2"0 x 3-t/2"LAG SCREWS LL=20,25 and 30 psf #14 SMPENETRATION BRACKET 2 EACH 5/8"0 x.3-1/2"LAG SCREWS LL.=40 and 50 psf TOP, M3"SQ.POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2"MIN.PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. THREADED PORTION OF SHANK COMPLETE NOTE:USE LEDGER WHERE RAFTER SPACING SEE LATERAL FORCE RESISTING SYSTEM,SHEET 11 PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING.SEE TABLE 3 SHEET S. i HEADER BRACKET 02 RAFTER TO STUD WALL CONNECTION C3L BEAM TO POST CONNECTION B Y 6 REVI8xxt8 1 1/2"OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2' #8 S.M.S.EACH SIDE EXISTING ALUMINUM MEMBER WITH BOLT CONNECTIO DOUBLE ��� WOOD FILL OR DBL 3'XB'X0.042 BEAM LATTICE 1 1/2"OR 2" StPENE. NOMINAL LEDGER DR DBL, 2X6.5'X0.032'/0.042' _ ALTERNATE: (NEW OR EXISTING) BEAM 4-#14 S.M.S.EACH SEE NOTE,DETAIL B,RAFTER TO COL. SHEEfBoCONNECT.(e-70TJ 2"x6.5"Oft 3"x8"RAFTER o 0 ALTERNATE 1l2'BOLT ° asn=LJDaa1• DATE4.5.0 6' ALTERNATESHEETFASTN RS,SEE TABLE 3, 5/8' 0 ACCESS DRAWN BY AT SHEETS1, (2)-#14 S.M.S.EACH RAFTER HOLES TO COLUMN CONNECTION INSTALL 6 - #14 cNErJcaD GIA3"x3"STLPOST(24") ° qL-fERNgTE: (4-TOTAL) X V4INSERT ATTACHED OR 2}2XS.5'OR 3 SD, PUST LONG SDS @EACH( - ALTERNATE HEADER TD 3"x3"STLPOST COLUMN (2}3"x8"HEADER (2)-2x6.5'OR(2)-3"x8"HEADERSTING COLUMNHANGER CHANNELS ANDFOR FREESTANDING TUCCO OR EQUAL (2J-1/2•BOLT ALTERNATE: OF FASTENERS MOUNTING BRACKETS 2'x 6.V SIDEPLATE CONNECTOR (2)-#14 S.M.S.EACH RAFTER'BOLT OR . WOOD STUD PER [ s CONNECTION) DBL. RAFTER/ DBL. HEADER CONN.l4J STUB COLUMN TO DOUBLE HEADER CONN. ``5 F,ATTASHMFNO nF Au O DOUBLECOLUMN DETAIL 0 / S H - 9 ............ -------------_ ------------ '__- CD COLUMN POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS I MIN. NUMBER OF REQ. COLUMNS 04 2 ATTACHED ONLY A17ACHED AND STEEL POST ONLY. C"o 5� cl 'r BRACKET 9 3"SQ.POST FOOTING &ANCHOR BOLTS FREESTANDING USEPOSTTYPE CF) 2!14 SIMS EA.SIDE OF POST OR M.B.THROUGH POST ALUM.-rBRACKET USE VWTH POST - FOOTING SIZE ___ - EMBED. BASE PLATE USE WITH 17'-2rCUSED(l) (*w" 171B' 2W 21-80. ir FOOTING OR I EA.BRACKET TO SLAB. U9 S5885 EDGE OF SLAB. _2W 25P SLAB CRACK TO COLUMN. 31'.WCUBEOt2) 4' 28" FROM END *11�IA E LA E 7- SLAB SHALL BE IN CURE CONCRETE - 7 OD CONDITION FOOTING SEE TABLES - OF POST 06-23-16 3 112' MIN. SEE FOOTING QU 40" STSO. ONCRETE SCHEDULE IN BEAM IN BEAM SPAN TABLE 1)MAY USE EITKER 57SnT BRACKE�OR 42" w SQ. 41" FOOTING SPAN TABLES EXISTING SLAB POSTS TO CONC.FOOTING 2)REQULRES USEOFN.TERINATEE FREESTANDING SQUARE POST EMBED. DURALUM BASE PLATE, 9 INTO FOOTING (:7) ATTACHED COVERS ONLY ATTACHED COVERS ONLY G) IAPMO 0195 4T5" INSERT == Ji STEEL STEEL PER ICC-ES ESR-3037 (4 314"EMBEDMENT DEPTH) _t.7>+BASE FLARES Ir _J TYP SIDE OF FLANGES THK BASE PLATE DMWN BY AT JUS 1.5 .090"TYP. SE Fo RP3�S)R 4" Y," 6 qY,' I Y4.' WASHER PLATE AT ANCHORS COLUMN I POST SURFACE NOTE!CONCRETE SLAB ANCHORS SHALL BE TYP.EA.SIDE WELDED STEEL BASE PLATE MOUNT AND FOOTING I NOTE,CONCRETE ANCHORS ARE SHOWN IN TABLE 1. 3V'DIAMETER SIMPSON STRONG-BOLT 2 SS EMBEDMENT DETAILS ALUM "T" BRACKET STEEL "T" BRACKET BASE PLATE ANCHOR SH - lo 'l li C D E F c� LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS Q C,4 CD U3 ,)BEAM SPLICE TO LU s! cS OCCUR DIRECTLY OVER 5/15"0 PLASTIC L- < POST.NOT PERMITTED PLUG WHERE D C) rn cf) - @6SCREWS I @2-POSTUNITS SCREW IS INSIDE O 0 PER SIDE .5. 414 SMS MAY � U__ I lsu� ��ly ,. 1 11 BE USERS C�l 3.5" ALTERNATETO z 1XIO BOLTS 0 3.5" U) L6 'B B'BEAM U) C�, C? aF 2"X6.5"X0.032" SIDE PLATES OR CD 110 MPH 120 MPH 130 MPH SEE NOTESrn 61/2"SIDEPLATEEA. EXP. E EXP. C EXP. BI EXP, EXP. III EXP. C BELOW SIDE SEE POST SCHIED. 5' 2 2 2 3 3 3 *14 SMS EA.SIDE ESS I T 61 TOP,MID HEIGHT "SQ.POST BETWEEN SIDE PLATES 2 3 3 3 3 4 AND BOTTOM. Y_ T 2 3 3 4 3 4 POSTSCHEDULE -Z'x 6 1/2"x 0.042" 81 3"SQ.x 032"+(2)2"x 6 1/2"x 0 032" 3"SQ.x 032"+(2) S588 ❑ Wl(6)-#14 S.M.S.EACH 2 Wl(8)414 S.M.S.EACH SIDE. 91 3 3 3 4 4 51 SIDE. lil ,SLAB OR FOOTING. 3 4 4 4 4 5 USE ON CONC,SLAB ONLY USE ON CONG 10' 3 4 4 5 5 1 6 BEAM TO POST CONNECTION 4 OF CAO'c 3.5" 3 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED 06-23-16 13' 4 5 5 6 6 7 COLUMNS(SHOWN AT LEFT)ARE NOT SPECIFIED 2"X6.5"X0.042' SIDE PLATES (E) STRUCTURE aza me& DURALUM 110 MPH 120 MPH 130 MPH 777 _ -. TBE— _CX EXP. C EXP. B EXP. C EXP. E EXP. C UI IN 1 3"X3'xO.0 12-V 1/(2) ?X5 i"xl)04Z' 31DE PLA rEs. IAPMO 0195 5UP 5' 7 E 2 1 2 2 2 2 3 SE �t AN:)G) 6. 2 2 2 3 3 3 ROLL-FORMED OR C)LUP IN 2 PE F SPi N TABLE M Al'PROVAI. INSULATED ROOF PANEL 7' 2 3 3 3 3 4 I] TERLOCKING SEAMS, TYP.--\ pQ 8. 2 3 3 4 3 4 2 PROJE ON, P 91 3 3 3 4 4 5 10' 3 4 4 4 4 5 I I 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 6 5 N7 r a r NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ROOF PANEL ATTACHMENT REASONS AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POST TYPES. LENGTH. L ROOF PLAN FASTENERS, #14 SMS a 32' D.C. SEE SHEET 4 4 MIA PER EACH JOINT A 814 SMS P. 32' D.C. MAX. JOB# 1&1071 OR IRP WALL---, ROLL-FORMED MIN, PER PANEL INTERLOCK) DATE 0&�Ifi HANGER E i DRAWN BY AT CHECKED DLL-FORMED I P INS-Y ALUMINUM SKT PANEL P LATERAL FORCE TOP & 3M. D.024' FASTRERS, RESISTING SYSTEM I SEE SHEET 4 MIN.NUMBER OF ROLL-FORMED PANEL INSULATED ROOF PANEL LOC 10 ROOF HANGER 02 INTERLOCKING KING SEAM INTERLOCKING JOINT REQ. COLUMNS SH - 11 ------------------- -------- A E o F G N 0 C:) BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS 4- CD SPLICE DETAILS (11) BEAM TO POST DETAILS (12) BEAM TO POST DETAILS 14- " Co Lo P, SIMPLE SPLICE FULL MOMENT LLJ 'm m OROPRONAL CSORD) < c3i C) .57 31 1 1*1 11 W 1.5 (Z'mo S.M.S.@ EA (12)-0140W�EACHSIOE 0 VALLEY TYP I DIFY 6 -f T_:IF a,:FI T < W WASHER [If W U_ I S"'5MMMU 1013 #10sms 912 S.M.S. MSIDEOFWSCLMST LL] > TYP. THICKNESS=.DS5 (24 TOT,� c TYP. THICKNVS=.035' z q) Lc') M:r C, 0 + ++ +++ + ii Uri Il++ ++ coC:> U)M a co — ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-HS6 + C-4 OR 6063-T5 FOR EXTRUDED OR 6053-T5 FOR EXTRUDED ..7 I 0 m NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR + IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPTAT END BAYS NOTCH 1-BEAM FLANGE 2.3V SPLICES - ROLLFORIVIED & EXTRUDED FASCIAS I-BEAM ALUM ALLOYJ AS NEEDED TO CLEAR (BMI-TB)ALTERNATE I I SO.POST.CONNECTWEB MESS f NOTE.'IF SPLICE OCCURS ATALTERNATr INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPLICE(ONE SIDE OF WEB)MAYBE USED. STL C-BEAM TO POST VW(2)-51W 0 THRU-BOLTS 0 4-I-BEAM. 4A14.JWS.M.&EACH SIDE OFW T ALI. (8)-ilro BOLTS SO.POST AND(3)-51V 0 THRU BOLTS AWLTIMMIt�'�T TOTALm V LTWIWASHER 11 IF @ri-BEAmS EA.SIDEOF 7 SQ.MST1.00 S 5885 3 0 0 0 fG�R FASCIA 3.W r SO.msT-]MAO SEAM OR SPLILc 2.r OCCUT 4 RS I? f OF 0 —�.070�" 0 0 TYR T '-I H - BRACKET TO POST RAFTER "TAIL" TO GUTTER 06-23-16 NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf ALUM.ALLOY 3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS 4 6063-T6 3"SO.STEEL OR 4"I-BEAM MAG BEAM. "L" FASTENERS DURALUM MOMENT C-SPLICE IAPMO 0195 NOTE:IF SPLICE OCCURS ATALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE C-SPUCE(ONE SIDE OF WEB)MAY BE USED. FASTENER TO FASCIA-SEE TABLE FASTENER TO RAFTER TAILS-SEE SEE TABLE XHu�pRovA_ OPTIONAL LATTICE TUBES 1, 5' ATOVERKANG 0 0 0 #14xl/2"S.M.S.TOP F #14 X 1 -S M S Top NE_T 0 p A A P AT T 0'0 V A'L___T LATTICE :12 ERHANG I\_(S)414 SDS @ FA.SIDE &BOTT.(2)-TOT. ZE 6 1r SPUCEMERE TOP&BOTT.TOT.=24 of t OCCURS 4 EL .0 rh FASTENER 6 lre .0 GROUP 0 0 �TRUDSV GUTTER L C r ALUM.BRACKETX T g S MS.@ 3"X - STEEL3ALU M.0 R 914 S.M.S.012-O.C. POST FASCIA ALUM.ALLOY 6' 6112"RAFTER x;2",0242' Ir" "U'SEETABLE 7" I-BEAM MOMENT C-SPLICE 1 Y2 vy " SQ. OR 2" LATTICE TUBE Qo" 2"XY LATTICE TUBE QP2) LATTICE TUBE TO RAFTER 16 "Ll" BRACKET- RAFTER TO BEAM 17_ 3.12S"FOR 3X RAFTER 2.1 5 I 1W SO.,2"SQ., J2t"FOR2xRAFTFR 4SMJOBO ALUM.ALLOY 3105-H25 OR n3"LATTICE t=.040"@ 6063-T6 ALUM.ALLOY 3105-H25 #8 x 2"SMS,2 1127 @ T D.C.MIN. DAM 06.eafls 7 OR 3 112',TYP. UP TO 15"O.C.MAX. 1.50" 1.501, DRAWN BY AT .28" Z' .28" 3" G _ �7FTER (6)-914xY�'TEK SCREWS /21 MIN. LNELKEO t BRACKET TO RAFTER BEAM TO POST& 018, 0 LATTICE TUBE TO 9 RAFTER CONNECTION 1. t DETAILS I B 2.750 1 (6)-914X%"TEK SCREWS .750 5 BRACKET TO BEAM 2 SH - 12 ........... .-.......... . . . .... . . — A B C D E F G H J e e e e e e e CV HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS, LEDGERS AND SUPPORTING BEAMS i'`�� o m � 1 N N O W O) cry E`` H Q of � U m U O >G 111w O w I¢i TRIBUTARY WIDTH TABLE PROJECTION ,_ W > CLEAR !, Q O in EHET:: CLEAR SPAN (FT.) O r. 2 O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 O U) LCS 6 0 3 4 4 5 5 6 -6 7 7 8 B 9 9 10 10 11 N 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 - UTARY= h ` 'd- AN+O.H. �2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 4 rl 31 - 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP QYpFESS/p>� 4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP 5' - - - - - 11 11 12 12 �' F NP NP NP NP NP NP NP NOTE TRIBUTARY ON MULTIPLE SPANS IS EQUAL TO CENTER SPAN TO CENTER SPAN O S 5885 ^' B NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED OF CAL\F�`` 06-23-16 4 DURALUJI IAPMO 0195 AHIAPPROVAL 5 2{r 3 FAN BEAM a g 6 FAN BEAM(19'-0"MAX SPAN) aBVISIONs ` 2• b..x w� o<scwrwx FAN BEAM FAN BEAM J J HEADER z CEILING FAN AND/ T=•075' 2 1/2' IM 2 1/2' 2 1/2 N OR LIGHT FIXTURE TYP. 48TELJOBk iFim1 (MAX.30 Ibs.) ` wDare 0}2}76 - #14 x 3 1/2"S.D.S.SCREW #12 S.D.S.SCREW FAN BEAM AT BEAM AT HANGER CHANNEL DRAWN BY AT y ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL CHE0 ED GIA f HOW TO DETERMINE ? TRIBUTARY WIDTH & FAN BEAM DETAILS € e 2 ......... ... ....... --- --- l:: A C D E F G c:) < Cli ATTACHED&FREESTANDING SOLID COVERS BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C Lij m c ) F: < Cri 65'ROLLFORMI =) C) 4- U) - 7� 0 >< 0 < GUTTERATrACHEDSOLID FRESSTANvINGSOLID D� LLI LL- ULI > 7 MAXPOST FTG MIN. 0 1 9 MAX.COL. IlU%X.POST FTG. MIN. �i i -) z CD r-7 SPACING SPACING (N.) POST SPACING (IN.) POST 5 < MERE T=12Gk ON SLAB 033: PAN) (1) TYPE (SPAN) III TYPE E C, .ERE OCCUR ASTMA653SS (2).(3)) IS CD U) C,RACE 50 CEO-\ 7 _UCE In 2 57' E4=:O� : FIR 3 -7 4" 28 8PLIC 1 4-6- c:) 13 0.73"' .E 4 f' UJz CCC R .070- 0.065 101- 61 2 ALUM. 1 V-4I' 4" 27 I TIP. TYP. 6 2F I 038, 2.OB. Li ..... 0 _j 2.93" 3"SQ.4.032"ALUM. BEAM I-BM 4.5"MING GU VVI 12 GA.STL. 'U"CHANNEL 9, 0-1 6.5"ROLLFO MAG B D ALUM. B ALLOY ALUM Za�EER ASTM A653 SS V-10, 81 A AL 60, GRADE 50 G60 20 ALUM..AUL ALUM.ALLOY 605}TG 60�:�76 LL 8--6" 6063-T6 606�T6 -EI 10 2 27 3 21 3 C a. V ,91, zg 4. `191 7 8 2�4 c 7' 12' OF CA\-\�_ 0.37 5._T_.:jL.E MERC M-My 0 CCCUR.----\ �.TE I i.. 06-23 16 6.E 56, 6.5" 06z 65 0.04Z ATTACHED SOLID FREESTANDING SOL ).042" TYP.— — TYP. 1: MAX.COL. W' MIN. jo P8 MAX.POST F Typ. TYR SPACING D POST E: [g 0- 014S!.B . SPACING (I PAN) m TYPE w. LUM 4 4.375" 1 1 5 x (EPPN) (I) TYPE ( DU I FW' — I G 5- IAPM 0195 _2.cr— ic G 6' 1.75' I II �-2�._J_4.0' CD n-1111111 EL�0. MAX. YxB"0.042" B I 0 6 5" 0 042" DBL.2"x6.5 X K ALUM.ALLOY 300�1136 I c 27 G 71 ARPRWAL X U LX5 b�.X H36 1811, L X DBL. - F OR EQUAL ]"I-BEAM D12ABU�1.2ALLIL�Y 30Ut43Z6 ALUM.ALLOY 300� 91-81, ALUM.ALLOY OR EQUAL OR EQUAL 9-4- 26 8' 6063-T6 - 27 G w/(1) 'C"INSERT �7 ALUM.ALLOY 25" 11_1.� 2a G 9' 6063-T6 LL 27 G 10l W1(2) INSERTS U) 28 ASTIR ALUM.ALLOY �2OR m,,ss D_ 27 �E!C G NOTE: 605�T6 71 TS' C6I) 6-4 1 l 7-10, B 29 0 0 28 Eso I c MERE'C'SPUUE ULwIRS AS SHOWN IN 0.04Z .042!' 6-13" 12' G 12' SPAN TABLES.IT SHALL BE INSTALLED THE T- " 2 30 FULL LE NCTH OF THE r J-BEAM. TYR TYP. REVISIONS 6 .625" OLJD ,S ATTACHED SOLID FREESTANDING CO' < yI MAX. SPACING D '6p�6ING IN POST SPACING IN-) POST Egff 287 .0r, 1: MAX.COL. MAX. POS FTG MIN. jo MAX. 0- (SPAN) (I TYPE (SPAN) (1 3`XB"X0.042"BEAM DBL.Yx8"x0.042"BEAM 2 ON SLAB _�: I TYPE w DBL.3"x8"x0.042"BEAM W/DBL. 14 GA STL. INSERT (2).(3) .I_ ill-T 29 W/14 GA.STL. [INSERT _u 5' M I-TM L E �t ST 6 GA. SO G15F' 13'-7" 5' B 1 6" 3o G L ALUM.ALLOY 300�H36 A`STMA653GRADE50"G'610 @ A M A 53�G CD 'J"._ 28 G 61 45TELJOS# OR EQUAL " BEAM iu'-�)10. B20 9 0 YxS"0_042"BEAM DBL.YX8"X0.042 1'-4" 6' -2.. 23 7" 3 FOOTNOTE: W1 12 GA.STL.INSERT W/DBL 12 GA STL. INSERT 9-9.. 28 T DATE 1 2 AT GA. SO G6F' I 1U "SAMPLE" @_El 12 3A 3 1 N IN ACT,C r L INSERT @p A TM A65Y�G 9'-8" 7' 9 G '51G 81 o, FIGURE INDICATE ASTM A653 GRADE 50 G610 3 27 DRAWN BY 9 G CHECKED EXPOSURE NOTE:MERE 12 AND 14 GA_STEEL INSERTS 9-4' GM FIGURE INDICATES OCCUR AS SHOWN IN THE SPAN TABLES. NOTE:MERE 12 AND 14 GA.STEEL INSERTS OCCUR AS 81-6" 8' 10 2 EXPOSURE C THEY SHI%1_1_BE INSTALLED THE FULL LENGTH SHOWN I N THE SPAN TABLES.THEY SMALL BE INSTALLED 827 g WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. OF THE 3�8"BEAM. I THE FULL LENGTH OF THE 3�6-BEAM. C' 6-JUI A'. u 7,_1 n, 29 G BEAM TYPES FOR LL 6,_* _8 ATTACHED & U) 81-y" I U�� o G 10" FOOTNOTES O'ITN OTES TO ALL SPAN TABLES: 3.THE SLAB SHALL BE A MINIMUM I 0--0P WI DE BY THEE V-10" 3 FREESTANDING IL 1 FOOTING SHOWN REPRESENTS LENGTH OF 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN EACH SIDETHE SMALLER OF THE MAXIMUM SPACING 6' 2" I SOLID COVERS AND DEPTH OF CUBED FOOTING.SEE SHEET 1D. SHOWN IN THIS COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR 25&30 Psf. 11 7 1 31 G WHERE SLAB OCCURS,CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE 0 9 MAY BE REDUCED BY 5"FOR FREESTANDING ONLY. BEAM.WHERE 2 PSF INSULATED ROOF PANELS 9 114"MINIMUM. 5' 8" 12' T-V 31 G OCCUR AT 10&20 PEI INSTALLATIONS,SEE TABLE 1,SHEET47 FOR MAXIMUM COLUMN SPACING ON EXISITNG SLAB. SH - 14 !4 OF 50 SHEETS — --------------- ' '~�~^~^~-°^~°~` '^` ` �zc�� =^`.= ~,,,�__~,_-_,,_, ------------- ___ .... _ ------------___ ATTACHED&FREESTANDING SOLID COVERS-10 PSF LIVE LOAD-110.120,130 MPH-EXP. B&C C'I (D U� ATFACHEDSOLID FREESTANDING SOLID ATTACHED,50LIO JFREE57ANDING SOLID ATTACHEDSOUD FREESTANDING SOLID ATTACHEDsOLJD FREESrANDING SCUD MAY-POST ACING z IF (IN.) POST SPACING (IN.) POST SPACING T ("(T G FORDBIL FOR3W F IT PD5 R 0 MIN MAX,,P T FTG; MIN MAX,POST FTG-j MIN. (IN.) POST ' r,cIi�xo= BEAM c:) — OS PD11' SPACING SPA ING' F SPACING ON.) POSI IONY NG) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2NB�A= BEAM (1) TYPE ly E MAY POST SPACING FOR DBL_ (2).LAB (SP�AN) J27 L6 06-23-16 A TKA CHED SOLID FREES7ANDINGSOUD ATLACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID FTG. MIN. MAX.POST MAXPOST FrG. MIN. MAKPO MAX-POST FTG- MIN. 4 MAX.PDST I FTG. MIN. SPACING SPACING (IN.) SPACIII SPACING (IN.) POST ln� SPACING FOROBL. FOR3'xa' TYPE T SRACING i�IN P�CING OTNG) 4INi SPACING (IN.) POST SPACING (IN.) POS POST FOR D FORTW (1) TYPE W DURALUM ON SLA13 P FIG. PAIN M Ni TYPE �5 BEAM DST FTG. MIN, MAX CIS _'AC TYPE (SPAN) TYPE (SPAN� (i) TYPE (SPAN) F--?IPSS 30 20'-19�_— 32 25'-3" 23-0" 12'B" C r12�8 -0.. w 7�28 G 8. 2 18'9" 34 22'9" 3!0 G 11 ��20` 9 E gE !�� ��T_i ArrAcHEDsouo FREESIANDING SOLID ATTACHEDSOLID I FREESTANDING SOLID ATTACHEDSOLID FREEStANOING SCILID A ITA CHEID SOLID FREESTANDING SOLID FTG. MI Xp F - MN. MAX.POST FTG.I MIN. TG. MIN. MAX.POST FTG. MIN, (IN.) POST SPACING SPACING (IN) POift S? SPACING SPACING (IN.) P MAiCIONST OTNG) POST SPACING (IN.) POST SPACING QNJ POST SPACING (IN.) POST _T FORDSL FO tpo POST MIt SPA ING (IN A LAB TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (J) TYPE OSP�AN) BEAM 32 19. 1D, !!��W-r-�:_34 1 8-135 E 12�� 2 8`4M" 23 8 2 3 18. 35 J �22'-G" 36 1 O�2" 30 4H8-7" 74'�j 0. 23 V-13" 12, -:--3—, E ��18, -9.. 31 G 4W-Z' n V 28 ! � A B C D0E F G H C:) ATTACHED&FREESTANDING SOLID COVERS-10PSF LIVE LOAD-110,120,130 MPH-EXP. B&C N C.C) LQ 4Wrnch 3"x8"x0.042"BEAM 3"Wx0.042"BEAM DBL.3"x8"x0.042'BEAM DBL.3`X8"x0.042"BEAM DBL.3"x8"x0.042"BEAM r,� W/DBL. 14 GA STL. INSERT (—O _W/DBL 12 GA.STL. INSERT 0 rn rvlU5 - 0 X ATFACHEDSOLID I FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID Armcmwsouo FREESTANDING SOLID AT7ACHEDSOLID 1FREESTANDINGSOUD ATTACHED SOLID FREESTANDING U: LU M CD > SPAACING MAKPOST FrG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN. MAX.POST FTG. MIN. MAX-POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MNUOST I FIG' MIN. LLI 0 ON SLAB SPACING (IN.) POST SPACING (IN-) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST 2-� Lo (2).(3) (SPAN) (1) TYPE I (SPAN) 1 (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE < 0CD - 119-W 2118'-1 .1. -723 C 1n8" 31 G la,-4 23 c 1T-8" 31 G 19,4, 32 G E CD 1 20 20-1" 24 C 5'-10" 26 4' 10' 34 284' 27 27.�0" 37 co 1 V-4" S' IT 7" 22 17'7" 29 1619" 21 -- 161-9" 2 c 18'-4" 30 2�3-�8" 24 23'-B" 32 25`�-1 Q", 25 25'-10!�-- 34 2W 22'-9" 0" 27 ---14-'-1 W 3��,�66- - 24 c 1�61- -z--31 G !!��jwq- -=-2-4 C !��j�v2- 91 G 111-8-�711�84'3-2-2-5 17-8"- 31 G E H E 6' 16'4- 22 16-T 011 32 24-0" 25 24'0" rn 9--8" 7' 0�- - 2 157" 2 15'7" 2 22 17'1" 30 2f2�-�0" 24 22'- 2Z-O. H f��2 23'-1" �-4,, j 7- 9 G 17"" E G E - 33 -o.--=28 E f F- W-Y -72-4 C 1��1TO- -�-93-0 G '�� I�Vr 1-4 C '-�- 1�&Q- -�3-0 -i!�ir_,--�25 - 27 21'-1 B' 6" 8- 15' 23 15'3" 30 14'T' 22 14'7" 16'0" 23 16'4- 30 20'T' 25 20'7" 32 22'-6" 26 22'-S" 34 �14�10' 3'a" -8 22T-9-- 2 ITT -Ij 21,-1 0 R27 E �1 -6- 129 G 29 G ��16- 26 15�4" 3t) G �2o7--:�2-8 E 1�, —32 H 5��22,, 262, E --21-.7,�-34 limulm,t-''25 -'14--7"'251 r- --1,V-1" 29 E 11�99- -T T-7-T 9, 114'4-�-- 23 14'-4' 30 IT�9" T. 30 23 25 19-4' 33 35 91 E 23 131-! !1 1�" 2 19-4- 21'2" 26 21 1 G E ��18,7- -�32 H 13W" 25 -13-3 14'-6" 30 LL 3o G G 15�'115,126 E 30 v 26 E 2V-2'-:-29 E 20W 35 3 U) W-9" 10' !3 24 13'-8" 31 13'1 P13 30 14'3" 14"-3 V 26 18'-4" 33 H 20'1" 27 WIT' 35 io, 12W" 30 24 1 G 18" -::-29 E ��1�78- -;-33 f Y;2�or -7-3-5 2-3 1, 1�,-2-7 T-13" 0- 1�21 0' E G ��j�vj- -26 E I �7 0 G 1 -3,— E i H o E 13'1" 12-4- 12'6" - 311 13'8" 24 T-8. 31 IT r, 26 17'7" 34 19'2" 19'2"13--l" 31 27 _� 36 �3—o G 1 W_6. ��'12�3- -224-6 E -7 12'-6t' 24 E G !��1�38--�2-7 E 1 G i�� E !!-+6,-lv-�-33 H E j 12--0" 26 12�0" 30 1,T-1 17-7' �o 35 12'-V_� 31 12' 24 12'-D' 31 13' 1" 25 16--9" 2 16'9" 34 H 1 18'4' 28 �36:j—j — "31 G --- 3�1 E -�3--4 -4 3- 5'-B" 12- �119� -224-7 E --6-,--�-31 G E E G -:34 1 !!-�j�8 --:�1 E 12'0.1 27 IT-61 �13---r f28 0F TI 32 06-23-16 AT)ACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSCLID FREESTANOiNG SOLID ATrACHEDSOLID JFREES77A GSOLID, ATEACKEDSOLID FREESTANDING SOLID MAX.COL g F hF..T 0 MA P T F I MAX-POST FIG. MIN. MAX.PO FTG- MIN. MAYLPOST FrG. MIN. MAXPOST FrG. MIN. MAXPOST FIG. MAXPOST FTG. MAX.POST FTG. MAXPOST FrG. MI MAX.POST FTG-I MIN. TC T 5 T i 05 MIN. MIN. N P� MIN. I A PC 4 SPACING 110 GT (III N MIN. SPACING (IN.) POST SPACING (IN.) POST SPACING POST SPAZING SPACING LIN.) POST SPACING (IN.) POST mST N C 4 (IN.) POST SPACING (IN.) POST SPACING (K) POST SPACING (IN.) POST (1) TYPE (SPAN) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE TYPE (SPAN) �1) TYPE (SPAN) 1 (1) TYPE (SPAN) 0) '13 ON SLAB (jj.)TTpMYRE (SPAN) (1) TYPE (SPAN) SPAN) (1) WPE (2),(3) F I Ism (1) TYPE I DURALUM IT-7" 5. 11!';3*" 22 C 19'3" 32 21- 18'-4" 3_1 G_!2�� 22_ c 20' 1" 32 G 2T-1 24- 25'-1V�--34 tHL�5 28' 25 27'-8" 35 1 O 17_ _�2 C H :2 f5- H 24.4 _:_ - _4. 4 1 T_Q. _� 33 1 9,�o, 5 18. 2.r --13-10"36 K 26'8" 28 E 16-6 f24 - B ��16,-j- ---3, G _T 33 E -26'-1 37 K 1APM0 0195 1 V-4" 6' 17--71" 23 17'7" 31 16'9" - 22 C 16-�9-- 31 18'-4" 2 c 18�'-W' 31 G 23'8" 2 �23�'W' 33 H 2!5�'-1�T' 2 26-1 g��,_3%�H -22 5 E 2V_g. ' 6 E j 61 1 T , 312 G 1��174--�?-S 17�011' 33 -��'H --Y 28 - 35 'I 24W 29 -�23'4' 36 15'-V -:-2-5 C -z-32 G .1 �vj o 2-5 _6 j W-T 23 c IV-3" 30 ZTWROVAL 9'-8" 7- 1�5-�T' 23 15'7" 3 17' 1 23 VITT 3 22'0 26 22-0" 33 MY' 2 24'0" 34 H 14'-D" 25 [--13--8- 31 1 _8. C 0 G 132 G f��2a- -5-29 E �2o2- ��-34 H 69 E f��2Z G -—z6 1��-3-1 -2-6 E _,r 35 1 7 1 H I '-" 1 32 25 28 33 24' 3 1 8, 2 ZT 6 29 26 29 33 2"2--Y 271 31 32 8'-6" 8', 15'-Y 24 '-3' 30 14'7" 2 11�4'�-T' 2 011 1 30 20'7'T 26 20-7" 3 -- . v�32 22'-6" 27 22'-6" 33 E� 1�63" 24 16' —9 W_l 0.- �1,r 3o E -��2�oB--734 8 1T-1 26 � C 12 30 G !:!�1 -7 329Ej E 13'-6" 931 G 16'0.' E G ��j�qw-�2 34 c l2lmg" 30 161-11, 27 [-:- 14�8-- 32 -� 7--T- 9, 14'-4" 24 14W 3 13'9" 24 IT�9" 30 15''1" 25 161" r3l G 1 g'-411 27 rl 9'-4" 32_ 21-2" 27 21-2" H 9. 0. f�� 31 34 ITT 1 Z-8. - - - -:- 2y_o. LL 12W 0 G 217 E -�3o G -���12-- 27 E ��1310- E jr-1 33 H E E 30 r��l 3�0- -�W 31 1-:: HP-18'-Y --30. 31 1W-6- 34 if Ei,9" ] 13, 11. 34 H U) 6T-9- lo. 1 12� 25 13'4' 31 1XV - 24 30 G 14'Y 25 31 18-4' 27 11 8'4��33 20' 1 28 20' 1" E 12-�jzj- -;�— -- - w-v 31 E '3 - E G -!-:��jz.4-:-27 3o -7-H !��1, -!� 1�rw �--17--W 33 f!���19v 31 27 --�- 11-fr 30 -�.-52. E !�-73-1 H E H '-o" -6�-:--3 -:�-j 10 6-2" 11, 13' 1 25 13'1 31 12'-B" 25 12--6-- 31 G !3� 2 .1�3��8 3 IT 7" 17 33 1IA9!�'�-Z' 2 19'-2" 34 1 W-1. -11"6---2- H JW_J. E 16-7- P� -:31 8 17'-8-- �v2" -:-2-7 E ��Ijj--w -::-30 H ��j 1�9- -:-12-8 E I�v6- -�3-0 - -H 1 z E I Z 1 H -2�3 - 33 ��l�Wl 32 -734 -1(y-:�-28- _7. 1 E 12-4- 25 12'-6" 3 12'0" 25 12'-0" 31 IT 1" 26 1TV �28 1 84.. V1!8-:-:141��` 35 - 10�-13" 7 n. H 5-6 p 33 F-I ��l 7-�4 17TmO"-�34 12' 5--B" 12' �:p�- . - 27- E ��j�v6, 31—o H !-��j 1�-y -J2-8 E 1�1 v�j- -�-3o H !-��1�2w !-��j�Zl- 32 31: _E E REVISIONS ATTACHED FREESTANDING SOLID ATTACHED SOLID FREESTANDING ATTACHED FREESTANDING SOLID ATTACHED FREESTA ATTACHED SOLID FREESTANDING OUG, GSCLID MAX.COL R F: T- SPACING MAX.POST FIG. MIN. MAX.POST FrG. MIN. MAX.POST FTG, MIN. MAX.POST FTG. MIN. MAX.POST FrG. MIN. MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAKPOST FTG. MIN. MAX.POST FrG. MIN. MAX.POST FIG. MIN. 'o ON SLAB m g SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST �2g (SPAN) (1) TYPE (SPAN) 1 (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) (2).(3) (1) TYPE (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE 4 7 - 36 7 20,_J_ _� -d 36 -�32 �--14W-- 26 1 _3_ _�33 _ H H f��2�6- - 629 K 22,4. -�3� 2 -10" 37 -� K ���13!10- 15._1 U 13'-7" 5' 18-4- 23 C !!�3�' 3 C 18.0. 1118!'�4�" 2 33 20'1 C H 26-19�-- 26 25'3" 36 J �4 26 273" 37 5' iO 34 E 2'9 E K IVA" 24 B 14- 33 16, - k5 �--B ��j --7 -:--34 H ��j�7C 26 17--1" 35 22-4" -:58 �VID- 37 'K 24-4- 24�4' 38 1619.. 24 1-4" 6' 16-9" 116�9'�-, 24 c W-15" 32 G 1 2 c 18'0" 33 231 Bt' 2 23'1 35 1 2!S5'�-1� 2 25'3" 4 JOB A tFlmt 25 C 32 13,_6. G 26 �1 - -34 E E 1 91-811 71 15-7" 24 16-13" , 31 15'7" 24 15'3" 31 17'1 32, G,22'0" 27 21'6" 34 H 24'0" 2' U-15" 35 DATE � Ifi 4, 33 : H f3�� -�-[ r��2 -W 1 1. G 1 -0. E �1VT 2-6 C F��-—12'-7" -�-5-2 ��I�36j:-2-6. C -!-��132-, -3-2. G r `14 E 16—�sj E 9- 2527 -61N - 2� PSIV-7- -�31 - 3O 20-4- 36 KA 7 9 — DMWNBY AT 8'-6" 8. W-7 25 E 4'�-Q 31 1417" 14"3" 31 16'-0" 25 IS-7" 32 20'7' 28 20- 1" 35 8, 2� 25 E E34 H 22'-q�"qW�29 22'-T 1 31 12,-W G -��13� —2 H 7,9 E E 19, 'C !� 11-4- -�31 ju 8 E �13w 3� I CHECKED GM G- f27 f c !��124- f32 -�S-21 -- 3 35 1 W-15" 31 -�3 5 T-T- 9- 13'9" 25 13'8" 30 H 123��9" 2 13'6" 30 H 26 14'-B" 31 19'4- 28 19.01, 33 21'-2" 2 W-13" 34 H 9, E 2s E f3-2 H -�-31 E I-� I�vv 34 H 9 E -79�- TA 1�vw -�-2-7 E -7-3-1 2--G 12--0-152-7 ��11--B- -:--31 -�-G 13--l" -i!��izv 181-1v 32 '918'-Q" 3!) 1 SOLID COVERS ATTACHED U) 5,-v lo, 13T-1 2 13'0" 30 H 1311-- 26 12'9" 30 If��Y 26 14' 3 2 1 BT 011 . 33 !220l-1�" 3 34 H &FREESTANUNG BEAM 6 E 3 10T-91, -72— 9 E 12�1�v7- 3, lol 31 4� 17W 32 i?��71:111-:1-5 - I 12. -��29- E 7 �W7 O�-�G 2-8 E -3-1 H _4TT E 1 Z_,r_31 H 1"66--o-, H D- M . 8,91t SPANS, 10 PSF LIT CD Blm-2" 11. IT-T 12'-6" 31 12'6" 26 12-2" 3 13'-8" 27 13-4- 31 17'-7" 2�9 17-2" ). 33 19T-211 3 ��:3�4 0 E 1 ��j�W - -26-8 E H E - 1 H -:-2-9 E —1 1�1 01 33 16W" 33 -�l 6T-Y 34 L 110-130 MPH 3 2 101 �_ITT �W101-:"-258 1017 31 lil-10, -r--r-3 E H IT' 31 H 15'-Z'I- 32 11-1011 1 111-81, —og 31 12-D" �2:7 31 27 12'9" 32 16-9" 3 16,-6,, 33 IVA" 31 1 5-8" 12' IZ:9� E —1 H - 0 E 3 E 12- qi ;jI H r�j ww E F�311 H -10" ql�jgu 3 r�� f3-6 !��j�vj- 3 L E 291 10, 11, 1,V-7TT 32 5:i�3- 33 151-10 33 1 RH - 17 `^--------.--'' ----�-� � � BEAM TYPES ATTACHED&FREESTANDING LATTICE COVER Lu m m ATTACHED FREESTANDING ATTACHED FREESTANDING U_j > ACING OINQ 1IQT (IN.) POST FOR DI C:� 12 OR GRACE ATTACHED FREESTANDING ATJACHED ''JW ON SLAB SP�[Nlj kIN.) POST SPACING ON.) POST (1) DURALUM DBL.3-XB'X0.042 BEAM NOTE WHERE 12 AND 14 GA,STEEL INSERTS OCCUR AS J" _L� 10 2 G 10' EX WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. ASTM ATTACHED FREESTANDING ATIACHED MIE AM SS x MIN. w GOO SPACING MAX.POST FTEL MIN. r�m- SPACINC (IN. POST .�E ON SLAB SPACING (IN.) POST SPACING (IN.) POST FORDBIL.- FORR'xf 1.FOOTING SHOWN REPRESENTS LENGTH OF 13-4 19 B EACH SIDE AND DEPTH OF CUBED FOOTJNG WITHOUT SLAB. - 13'-3 Z.-b. 32 G 6' WHERE SLA13 OCCURS,CUBED FOOTING SIZE --�Pg 2 7 2.THE MAXIMUM COLUMN SPACING ON EXISTING SLAB LOX 9.41 14'2' 20 ill- 3 DRAWN BY AT SHALL BE THE SMALLER OF THE MAXIMUM SPACING DBL.Tx8"x0.042"BEAM - 30 H 11 L9" 1 29 8' MECKED GM SHOWN IN THIS COLUMN OR THE MAXIMUM POST W/DEL. 14 GA.STL. INSERT 8. 13'-3" 18 B Ill 31 G SPACING SHOWN FOR THE SELECTED BEAM. 0 'L TL '6 Y _j &6" ll�lv 20 WJ` 32 J 29 G 9' MAXIMUM COLUMN SPACING MEASURED AT THE DBL.TxTW.042"BEAM LL 12, COLUMN AND SHALL NOT CONTAIN ANY CRACKJNG FOR _0, 19 C 10_�41130 H G &FREESTAN DING 37 BEAM SPANS. 25&30 psf.THE DISTANCE FROM COLUMN TO SLAB _�DB�LL,�12�GAL.STL.INSERT 29 SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED IV- 10--1 2 9'4' 11 C G SHT.9 FOR ATTACHED COVERS THE FULL LENGTH OF THE 3'xlr BEAM. Olt SH . 34 � A B C G E F G H I J O 2 ATTACHED&FREESTANDING LATTICE COVERS-10 PSF LIVE LOAD-110, 120, 130 MPH-EXP. B&C L14 op "7 r'DBL.3"x8"x0.042"BEAM 3"x8"x0.042"BEAM 3"x8"x0.042"BEAM DBL.3"x8"x0.042"BEAM N I- Q DBL.2"x6.5"x0.042" L W/14 GA.STL. INSERT W/12 GA.STL. INSERT W/DBL. 14 GA.STL. INSERT C) 71I7 N O I� «) o XQ Y ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ''1 W LL_ MAX.COL ,x. x W _ SPACING �0 MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX-POST FFG. MIN. MAX.POST FTG. MIN. MAX.POST FG. MIN. MAX.POST FFG. MIN. MAX.POST FTG. MIN. MAX.POST FFG. MIN. �o Cw.J p ON SLAB ¢� SPACING (IN.) POST SPACI'G (IN TYPE SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST !R Z U'7 C (2),(3) F. (SPAN) (1) TYPE (SPAN) (SPAN) (i) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE C (1) (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE p 0 z 13'7" 5' 18'-0" 15 78'-0" 29 21'�" 16 21'-6" 31 G 20'-9" 16 20'-9" 31 G 22'-8" 17 22'-8' 3T G 29'-2" 16 29'-2" 33 H O 18'-0' 18 B 1T-6' 31 G 21'-8" 19 B 21'-2" 33 H 2D'-9" 18 B 20'-2" 33 H 22'-8" 19 B 22'-1" 33 H 29'-2" 21 C 28'-6" 36 5 m CO o 6' 16'4" 16 16'-4" 29 19'-9" 17 19'-9" 30 19'-0" 77 19'-0" 30 20'-8" 17 20'-8" 31 26'-B" 19 26'-B" 33 H N � 16'4' 16 B 16'-0' 30 G 19'-9" 19 C 19'-3" 32 G 19'-0" 19 B 18'-6" 32 G 20'-B" 20 C' 20'-2" 32 G 26'-6" 21 E 26'-0" 35 I 6 1 9._9i. 7' 15'-215'-2' 769 B 15 14'-10" 230 G 18-4-18'4" 120 Ci 18'-4" 30 �. 17'-7" 17 G. 1T-7" 30 �. 19'-2" 18 G+ 19'-2" 31 �. 24'-8" 19 E 24'-8" 33 H 7 T-10' 31 1T-7" 19 1T-1" 31 19'-2" 20 19'-2" 32 24'-8" 22 24'-1" 34 J 8'-6" 8' 14'-3" 17 14'-3" 29 1T-2" T8 17'-2" 31 16'-6" 16 16'-6" 31 18'-0" 18 18'-0" 31 23'-2" 20 23'-?" 33 J 14'-3 19 B 13'-10' 29 G 1T-2' 20 C 76'-9' 31 G 16'E" 20 C 16'-1" 31 G 78'-0' 21 C 18'-0" 31 G 23'-T- 22 E 22'-T 33 H 8 10FF661py47 T-7" 9' 13'-6" 17 13'-6" 30 i6'-3" 16 16'-3" 31 15'-0" 18 15'-6" 31 1T-0" 18 1T-0" 32 21'-1 20 21'-1 " 34 9' RCS, ILL13'-6' 19 C 13'-1' 30 G 16'-3" 21 E 15'-9" 31 G 15'-6" 20 C 15'-2" 31 G 1T-0" 21 E 1T-0" 31 G ?t'-10' 23 E 21'-3" 34 H ' a 6'-10" 10, 12'-9" 17 12'-9" 30 15'-4" 18 15'4" 32 14'-9" 18 14'9" 32 i6'-7" 19 16'-1" 32 20'-9" 20 12-9 20 �' 12'-6' 30 G 1&4" 21 E 15'-1" 32 G 14'-9" 21 E 14'4" 32 G 16'-1" 21 E 16'-7" 32 G 20'-9" 23 E 20'-9110'-2" 334 H 10' u� S 5885 .. 6'-2" 11' 12 212'-2' 120 �i 72'21' 10" 330 C7 14'8 4'8" 121 E 14'-8'4'4" 332 G 14'174.7 121 E 14'-1'3'-g" 332 G 15' 15'4 122 E 15'4 5'4" 332 G7 19'-9„9'-9" 224 E 19'-9"9'-3" 33d4il S.$1, 12' 11'$ 120 C 11'811'4' 331 G 14'-14'_1 122 E 14'-113'-9" 332 C7 13'_6"3 6" 19 E 13'-0"3-2 332 G 14,_9'4'-9" 122 E 14'_9''4-9" 333 H 19,_0" 21 E 19'_0118'-6" 3312' - .19'-0" 24 OF C40F 06-23-16 ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING > SPACCING �o MAX.POST FFG. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FIG. MIN. MAX.POST FTG. MIN. MAX.POST FIG. MIN. MAXPOST FTG. MIN. MIN. ON SLAB SPACING (IN.) POST SPACING (IN.) OST Sp.-P S Y. POST SPACING MAXPOST FTG. MAX-POST FIG. MIN. SPACING T�FTGMIPNE(2),(S) p (SPAN) (S} TYPE (SP:,N) (}) 7YFE (SPAN) ((})) TYPE (SPAN (IN.) FTOSE SPACING (IN.) OST SPACING QN.) POST SPACL'JG (IN.} PDST PACING (IN.) PCST SPACIIvO ,IN.) POST SP-----) (1) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (}) TYPE (SPAN) (i} TYPE (SPAN) m DURALUM N13'_7" 5' 18'-0'7,_8„ 769 B 18 17'-0' 331 G H 21 21'4" 120 B 21'-Zp 7 334 H 20 2D,4„ 120 B 20'-9'9 8" 334 G H 22 22,4„ 120 B C 22 21'-6„ 335 H 128 Zg._9„ 122 C 29'-27_6, 337 I K 5` IAPMO 0195 " t- 11'4" 6' 16'-4" 17 16'4" 30 19'-9" 18 19'-91, 32 G 19'-D" 18 B 1 g'-p" 32 G 20'-8" 1 B 20'-8" 32 G 26'-8" 20 26'-8" 35 I , 16'-2" 19 B 15'-T 30 G 19'-7" 21 C 18'-9" 34 H 18'-8" 20 C 16'-D" 33 H 20'4" 21 C' 1 g'-8" 34 H 26'-3" 23 E 25'-3" 36 K 6 I 9'-9" 7' 15'-2" 17 B 15'-2" 3D 18'-4" 18 18'-4" 31 G 1T-7" 18 1T-7" 31 19'-2" 19 19'-2" 3 G 24'-8" 2D 24'-8" 34 H , AMAPPROVAL 15'-0" 20 14'4" 30 G 18'-1" 21 C 17'-4" 33 H 17'-3" 2T C 16'-8" 33 G 18'-10' 21 C 18'-2" 33 H 24'4" 23 E 23'-6" 36 I 7 J 8'-6" 8' 14'-3" 18 B 14'-3" 29 17'- " 19 17'-2" 31 16'-6" 18 16'-6" 30 18'-0" 19 18'-0" 31 G 23'-2" 21 23'-2" 33 H ' 14'-1' 20 C 13'-6" 29 G 1T-0' 22 C 16'-3' 32 G 16'-2" 21 C' 15'-7" 32 G 1T-8' 22 C 1T-1' 33 H 22'-9' 24 E 22'-D' 35 I 6 ILLT-T' 9' 13�3'-3" 121 C 13'-612'-9' 330 G 16'-16 0" 1� E 16'-15'-4" 332 G 15'-6"5 3" 122 C 15'-6'4 g" 332 G 17-0" 19 6'-8" 22 E 1T-0"6'-1" 332 C7 21'-021'-6 224 E 21'-10'-8" 334 H I 6 ILL a 6'-10,. 10' 12'_9''2'-7" 121 C' 12'-g12'-1' 330 C7 15'4"5'_2^ 122 E 15'-0'4._T' 331 C7 14,_y„ 1g E 14'9" 31 G. 16,_1" 2D E 16'-1" 32 G 20,_g„ 21 E 20,_9„ 34 H 14'-6" 22 14'-0" 31 15'-10' 23 15'-3" 32 20'4" 25 19'-8" 34 72'-2" 19 12'-2" 31 14'-8" 20 14'-8' 32 14'-1" 19 14'-1" 32 15'4" 20 15'-4" 32 G 19'-9" 22 19'-F' 35 O 6-2" 17' 12'-0" 21 C' 11'-7" 30 G 14'-6" 23 E 14'-0. 32 G 13'-10' 23 E 13'4" 31 G 15'-2" 23 E 14'-7" 32 H 19'-6" 25 E 18'-9" 3q r 5'-B" 12, 11'-8" 19 C 11'-8" 31 14'-1" 20 14'-1" 32 G 13'-6" 20 13'-6" 32 14'-9" 20 14'-9" 33 19'-0" 22 19'-0" 35 ' 17'-6" 22 11'-1' 31 G 13'-10' 23 E 13'�" 32 H 13'-3" 23 E T2'-9" 32 G 14'-6" 23 E 14'-0" 32 H 18'-8" 26 E 18'-0" 34 I 12' gg 4 6 REVISIONS " ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING �' x�wc yh MN.COL SPACING 5o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST PTG. MIN. MAX.POST FTG. MIN. MAX,POST FfG. MIN. MAX.POST FTG. MIN. MAXPOST FIG. MIN. MAXPOST FIG. MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. ON SLAB 99 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m o ME (2),I3) (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F� T8'-0" 17 1T-8" 33 G 21'-8" 19 21'4" 34 H 20'-9" 16 20'4" 32 H 22'-T- 19 B 22'-4" 35 1 29'-2" 20. C 28'-9" 37 K O 13'-7" 5' 17'3' 20 B 16'-6' 34 H 0'-10' 21 B 20'-0" 36 K 20'-0" 21 B 19'-1" 34 I 1'-10' 21 C 0'-10' 36 K 28'-2" 23 E 6'-10' 39 S r11'4" 6' 16'4" 18 B 16'-2" 32 G 19'-9" 1g 19'-7" 33 H 1g'-0" 19 B 18'-8" 32 H 20'-8" 19 20'!E 34 H 26'-8" 21 26'-3" 36 4SMJGBA 76-1071 I 75'-10' 20 15'-1' 33 H 19'-1" 22 C' 18'-3" 35 1 18'-3" 21 C 1T-6" 33 1 20'-0" 22 C' 19'-1" 36 1 25'-9" 24 E 24'-7" 36 K 6' 7 9,_9„ 7' 151-214'-B' 121 B 15'-0'4'-0" 333 G H 18 17'-8" 222 C 18'-76-10 334 H 1T-71'7,_D�� 122 C 1T-16�_2�� 333 G H 19 jg�_6�� 223 C 18'-11 T_8" 335 H 124'-23 10 225 E 24'2'2�_g,� 337 I K T DATE wzt-1s " 14'3" 19 B T4'-1" 31 DRAWN BY AT g J 8'-6" 8' 17'-2" 20 17'-0" 32 G 16'-6" 20 16'- " 30 G 1 B'-0" 20 17'-8" 33 G 23'- " 22 22'-9" 35 I 3 J 73'-9' 21 C 13'-1" 32 G 16'-T 23 C 15'-10' 34 H 5'-10" 22 C' 15'-2" 32 H 1T-4" 23 C 16'-7" 34 H 22'-3' 25 E 21'3 37 K 6 CHECKED GM T-7" 9' 13'-6" 19 13'-3" 30 16'-3" 21 16'-0" 3 G 15'-6" 20 15'-3" 31 G 1T-0" 21 16'-B" 32 G 21'-T 23 2T'-0" 34 H LL 13'-0' 22 C 12'4' 32 G 15'8" 23 E 15'-0" 33 H 15'-0" 23 C 74'-3" 32 H 16'-3" 24 E 15'-7" 34 H 21'-i" 26 E O'-T' 36 K 9 LATTICE COVERS ATTACHED 10, 12'-9" 20 12'-7" 30 15'4" 21 15'-2" 32 G 14'-9" 21 14'-6" 31 16'-1" 21 15'-1 32 20'-9" 23 20'4" 34 H &FREESTANDING a 12-3' 22 C 11'-9' 31 G 14'-10' 24 E 14'-2" 33 H 14'-2" 23 E 13'-7" 31 G 15'-T' 24 E 14'-10' 33 H 20'-0" 26 E 19'-1" 36 I 10 }� 6'2" M12120 12'-0" 31 14'-8" 21 14'-6" 32 H 14'-1" 21 3'-10" 32 15'-4" 22 15'-2" 3 19'-9" 23 19'-6" 35 BEAM SPANS, 23 C-' 1 T'-3" 31 G 14'-2" 24 E 13'-7" 32 G 13'-7" 24 E 13'-0" 31 G 14'-10" 24 E 14'-2" 33 H 19'-1" 27 E 18'-2" 35 I 11' 10 PSF L.L, 110-130 MPH 2 6 4 3-1 H 32 13'-6 18- 35 7 13-3 33Ht4_9� 2 146 3 H 227EE E 323 C G 1 _0 2 _ 4-2 25 . � I 12' i SH - 35 . . .................v [.: __._. i ::r:.::...: L._':::..:.: .. .....-. a. .... ...... .-.�.n..-..-.a.. .. .I..C.`. . .- • axryii ...:-.\ ........-.... ni-- xo�r.-v .. ...... ..vacccv.vrxr ..rxv�a.. v v ..vv.vxx a--.. .... .------------ A B Oo G E FCD CNI G H I !e CN' ATTACHED&FREESTANDING LATTICE COVERS o rn 10 PSF LIVE LOAD-110,120,130 MPH-EXP. B&C .4 N N o W rn co DBL.3"x8"x0.042"BEAM Q v W/DBL.12 GA.STL.INSERT g U P I� d O X . ATTACHED FREESTANDING rc W LL -L- MAX.COL. �� QF W 1.' SPACING So MAX'POST FIG. MIN. MAX.PDST FTC. MIN. U . ON SLAB 99 SPACING (IN.) POST SPACING (IN.) POST 5g Q Z L (2).(3) (SPAN) (1) TYPE (SPAN) p) TYPE r C CD co z 13'-7" $' 37'-0" 19 E 32'-0" 34 H co Un L6 p 32'-0" 9 31'-2" 36 K 5 o 29'-2" 19 29'-2" 33 H cV. Uh 1114" 6' 29'_2" 22 E 28'-6" 36 1 6 27'-1" 20 27'-1" 33 H 9'-9„ 7' 2T-1" 22 E 26'-4" 35 1 7' J 8'-6" 8' 25' 25'-3' 223 E 25'-24'-8' 334 H 8, ESSRI,gy�9C .J ' 23_, " 21 23'_1 " 35. 1 9' 7'-7" 9 3'-10 23 E 3-3" 34 HLL a , 2'-8" 21 22'-8" 35 c� 6'-10' 10' '-8" 24 E 22'-1" 35 10' u� S 5885 21'-8" 21 21'-8" 36 Q 6'-2" 11 21'-8" 24 E 21'-1" 35 11' T- 5'-8" 12' 20'-8" 22 E 20'-8" 36 K 12 . 20'-8" 25 20'-2" 36 J OF 06-23-16 -1- ATTACHED FREESTANDING 2 SPACING S MAX.POST FIG. MIN. MAXPOST FIG. MIN. �j~O ON SLAB m3 SPACING (IN.) POST SPACING (IN.) POST of C (2).(3) fS (SPAN) (1) TYPE (SPAN) (1) TYPE F DURALUM C 13'-7" 5' 32'-0" 20 E 32'-0" $4H 5' IAPMO 0195 p 32'-0" 23 30'-3" N 29'-2" 20 29'-2" r 11'-4' 6 29'-2" 23 E 27'-8" 6' 1 , 2T 1" 21 27'-1" A,W APPROVAL 9'_9" 7 27'-1" 24 E 25'-8" 7' s J 8',�" 8' 25'-25 3 225 E 25'-24'-0' 8' 23'-1 " 22 23'-1 9' LL 7-7 9 3'-10" 25 E 22'-0" 35 6'-10" 10' 22' 22'-B" 226 E 22'-22'-1" 335 10' !{{ 6'_2" 11, 2,'-8" 22 E ,'-8" 36 p 21'-8" 26 21'-1"' 35 r 20'-8" 23 0'-8" 36 K 5'-8" 12' 20'-8" 26 E 20'-2" 35 I 12' s REVISIONS ATTACHED FREESTAND/NG = MAX.COL ao MAXPOST FTG. MIN. MAX.POST FIG. MIN. rj0 SPACING �_ ON SLAB 1°3 SPACING (IN.) POST SPACING (IN.) POST ml C (2).(3) (SPAN) (1) TYPE (SPAN) (1) TYPE CD 13'-7" 5' 32'-0" 21 E 32'-0" 137 K 5, Q 32'-0" 24 29'-4" 29'-2" 22 29'-2" K 8, aSIEI.JOB lsmn v— 11'4" 6' 29'-2" 25 E 6'-10' ' I 9'-9„ 7' 27'-1" 22 E 27'-1" K 7' GATE Gvu1s 27'-1" 25 4'-10"' GRAvm BY AT 25'-3" 23 25'-3" J 8, 8'�' 8 25'-3' 26 E 23'-3' K CHEMD GM J 23'-1 " 23 23'-1 " 1 ' g U- 7'-7" 9 3'-10" 26 E 22'-0" K 9 LATTICE COVERS ATTACHED W 6'-t0" t0' 22'8" 24 E 2z-s 35 1 10, &FREESTANDING L 27 0'-10" 36 K BEAM SPANS, 6 CD 6'-2" 11' 2,'P1'8" z27 E z1'-6s'-1o"11 33s 1 K 11' 10 PSF L.L,110-130 MPH I r 5'$" 12' 20'-8" 24 E 20'-B" 35 J 12, 20'-8" 26 19'-," 36 I SH - 36 A B C D E F G H J Q O N ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS ` o ('4 N O i '• W rn m { U gT=.060' 3�200' 2740' ALUM,ALLOY U6063-T6ROOF SLOPE SHALL BE 1/4' + 12' MIN, O w' w 7FO ,450' UQ Z0 oO INSALLFASTENERSoSEESEE TABLESHEET8 N o 3"OR 4Y4"APPROVED STRUCTURAL SANDWICH PANEL, SEE NOTE BELOW 1.880� 3"OR 4.25" HANGER CHANNEL QppFESSIq-y9� m 0 HEADER BEAM AND ENCLOSURE WALL SYSTEMS o S5885 MUST BE I.C.C, E.S. AND/OR IAPMO E.S. LISTED UNDER 2012 IBC, 2012 IRC AND/OR 2013 CALIF, BLDG, & RESIDENTIAL CODES. OF CA0\ OPTIONAL DECORATIVE FASCIA FASTENER ( WOOD, ALUM. OR HARDBDR\ 06-23-16 PANEL TO HEADER BEAM C❑NN,E SHEET 4 SEE SHEET 4 EXTRUDED EXTRUDED UDE 'IR3' GUTTER DURALUM _ IAPMO 0195 *SEE SHEET 8 AHJAPPROM I-BEA 6 CAS SHOWN IN THIS R I EPI IRT) OPTIONAL RAIN GUTTER BEAM (AS SHOWN IN THIS REPOR I OPTIONAL NON-STRUCTURAL FASCIA i 9 g?a 6 TABLE 1 ftE SK NS NAdt W.R CESCPFi ION � MAX COLUMN SPACING NOTE: ON SLAB THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS _ (130 MPH,EXPOSURE C) EVALUATION REPORT MUST BE ICC-ESR 1230 EVALUATION REPORT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS TRIB. 10 PSF 20 PSF COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR WIDTH L.L. L.L. 2013 CALIFORNIA BUILDING CODE,WHICH MUST BE SUBMITTED WITH THE DURALUM 4SM JOB# *1071 _ PATIO COVER DRAWINGS INDICATED IN THIS REPORT. 5' 12'-6" 10' 0" DATE Os•z�-16 1 3 6' 10'-5" 6'9" DRAWN BY AT 7' 9.4. 8'-0.. NOTE: CHECKED ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED GN S. T-10" T-6" ATTACHMENT DETAILS 9' 7'-0" T-0" FOR INSULATED z 10' 6'-3" 6'-6" STRUCTURAL 6 11' 5'-B" 63-0" SANDWICH PANELS 12' 5'-3" 5-6" SH - 47 F v f Z�l AE D E F O K C:) Cc U-� C\l C:) LLI M m ,oFESS/C U) 0 X 49725 CY C5 � < 0, Lu u- DUSTIN Lu > C 72487 C) z CZ) < 0 C:) co U) c, U) 4- . DNA U S' uFCCANEco m OF lqr8 OF 00, es I 3 1 A JIT 3 m 41 Ro N E "' Y,- Rosh q 'o V ES S 55885 S4S�"Z" I DOSEPINK D USTIN K. 'DUSTIN ROSEPINKI 2055 0 R Exp.1201117 0460 o 06-23-16 'i, /ONAL 019 L GF 0. 0 7H D N :121311 1 DURALLIM IAPIVIO 0195 ANJAWROW1 %AGAR RD Engi% ISNUML r-R os�, x D S \CENst :f- WAs 1p" 0 12202 0 0 p F"9'p t�,�LG N s 81971PE 3 SEAL 16508 y AL ROS "//VK ROB%N, FZO Y o WA6 REVISIONS {6 OF Af,"? -r, OF Al 4SIaJOBO 7 f�k. .........T. DUSTIN DAM ROSEPINK AT DRAWN BY ................................ DUSTIN ROSE PIN CHECKED Gm N ADDITIONAL STATE ZONAL LICENSURE STAMPS R H - 50 ... - ` • GENERAL NOTES AND SPECIFICATIONS: ADHESIVE I- 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON (NOTE 2d) FOAM CORE J z x.C:) RESIDENTIAL PATIOS AS REGULATED BY APPENDIX I OF THE 2013 CALIFORNIA BUILDING CODE (NOTE 2c) U w Q N w (CSC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE DR ON MOBILE HOME AWNINGS EXTERIOR FACE LL z m U AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE a (NOTE 2b) Z 0w o 2) MATERIALS: & 2 ? yny a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS :3 Om n FOR 3105#126,OR BETTERALLOY AND TEMPER. THICKNESS OF SKIN SHALL SEAS SHOWN U x< a 00 IN THEAPPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE INTERIOR 4'-0" M2Om Z ADHESIVE INTERIOR FACE a METAL SKIN SHALL HAVE ABONDING MATERIAL COMPATIBLE WITH THE ADHESIVE NOMINAL LL� I iU M 4 W IL LU DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS �\ (NOTE 2d) (NOTE 28) Z p- W SPECIFIED IN THE QUALITY CONTROLSYSTEMS MANUAL Q \\ ® (SEER LENGTH ABLE n N 0 = � LL N UL h) EXTERIOR FACING MATERIAL SHALL BEALUMINUM CONFORMING TO THE REQUIREMENTS _ SPAN TABLE) 0 0 o FOR 3105-H26,OR BETTERALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN C., T\ Z IN THE APPROPRIATE ALLOWABLE SPAN TABLE.THE UNEXPOSED SIDE OFTHE EXTERIOR G j \\\ PANEL INTERIOR DETAIL ( Q 0 pa METAL SKIN SHALL HAVE BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE \ \ - ~ � DEFINED IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTERAS \\ SPECIFIED IN THE QUALITY CONTROL SYSTEMS MANUAL \\ TUTS ¢ W H THICKNESS B \\\ A EXTERIOR SKIN Za, Z p c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS (SEE ALLOWABLE \ - SHOWN IN THE ALLOWABLE SPAN TABLE SPAN TABLE) `SIN \\ \ O Q \ •.. °^ ¢ J I) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE FAN BEAM \ - ° °p• a a e• U 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) I ;, SECTION 803.1.1 OF THE 2013 CBC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE I 1` va,J' •°• :;'• FOAM IN ACCORDANCE WITH ASTM CS78. TYPICAL HCD \ •°•:° F o 3 3 n FBH INSIGNIA Q I a p o d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATEDAS EITHER LOCATIONS. INTERIOR SKIN N u MORAD M-550 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHMAND HAAS �/ TYPICAL HCD a s COMPANY.AND RECOGNIZED UNDER ICC ES ESR-1023,OR ISOGRIP SP50500,A PROPRIETARY ADHESIVE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY FBH INSIGNIA AND RECOGNIZED UNDER LOCATIONS]CC ES ESR-I 140. THE ADHESIVE ISA CLASS 2,TYPE II, EDGE DETAIL STRUCTURAL ADHESIVE, NDER ICC ESAC05. TYPICAL ROOF PANEL PANEL z ars Nrs - w. a s 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM.2 ABOVE SHALL PROVIDE In o m 0 g` CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION(S)AND/OR DERNITION(S)OUTLINED ABOVE q S) THE MAXIMUMALLOWABLE SPAN,FORA GIVEN APPLIED LOAD SHALL NDT IXCEEO THE SPAN, _ _ � •� CNGINEERIN6j INC. "PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. a PEXTRAPOL EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT _ APPROVED ACEO R•$ BUILT HOUSING _ QL $ h 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. ? 3 9 t=0.080 PANEL 'ihe6e plans, specifications and installation _ u 6) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM H063-13 \ - seQQ,r.;nen.s, have been approved pursuant to Gi�a SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS 4 '�lealth and <afeLY Code, Division 13, Part , Z. •+ APPROVED BY THE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM 'I irra j THAT SAID PLANS ARE INTENDED FOR USE WITH THE DESIRED PANEL LOADS AND SPANS FOR s FJJ�f 0.0934i1--0.093a yrld regulations adopted thereto. ��6Fw 5 e•:� p•• ° lilfHi¢�¢z EACH SPECIFIC PROJECT. v 1t[ : roval herein. does not authorize or appOVe7) ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE ,,, � ,I0 0.0800 any Or rij55i011i Ur deViailOn f(Om 5i8re (aW5 9rs gALUMINUMSECTONSANDPANELSHALLBEGAULKEDWITHAPPROPRIATESEPLANT. .•e;•.stid.}° !-.°;:�• 0.01 ROOZW valid lOCaIOTdInalTCeS. 3 6) METAL PANEL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINIZED,HOT-DIP. °:: •:�.`°P`�p° °GALVANIZED OR ••°. .. r,aPo ., s R0 02 At STEEL - :.:.ve.�„•.° S°s y, I-^-35IW0 W This plan is approved as a building component 5 u o ' 9) AN IDENTIFICATIONDECALWITHDEPARTMENTOFHOUSINGINSIGNIAANDMANUFACTURERS a and/or building stems, and is applicable Only IDENTIFICATION NUMBER SHALL BE LOCATED AT ANY OF THE FOAM EDGES ON THE FOAM CORE to the Design Conditions as shown on the plans. o m e OF EACH PANEL a S w 10) FASTENERS SHALL BE#145ELFTAPPING SMS AND 1'0.0.,SEAL WASHER WITH NEOPRENE Plan Approval N�o & Model RP � o i g £ � INSERT.THE FASTENER LENGTH WILL BE 1'LONGER THAN THE PANEL WIDTH.ALLOY AND $ MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.052 INCHES RESPECTIVELY. G' 1' p•oroval DateAA u 11) STRUCTURES INCLUDED FAN BEAM DETAIL OED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED To COAT _ v SITi=sYsTEMS. NTS a s � V r o � 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE'EQUIVALENT-UNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING,BUT NOT LIMITED - TO,DRIFTING AND SLIDING SNOW.. - 00 - a 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND f C aS! A SIGNATURE(IN BLUE INK)BY THE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING c::7 APPROVAL STAMP. 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS B-RATING. 0 15) UNLESS OTHERWISE NOTED,THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE A,. } Ce 117 STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS,INCLUDING FIRE SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE ADDRESSED BY THE MANUFACTURER AND/OR CONTRACTOR fTtICiL1t3�(L= 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION DP ONE(1)CEILING FAN PER WIDE Y ATE OF l,hL1F PANEL WITH MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE,THE ALLOWABLE LOADS gecc^p pponMENT HAS y PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OFTHE CEILING FAN. p BATE SEAL NOTES: (1) ,ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J Z CHAPTER I OF THE 2012 OR 2009 INTERNATIONAL BUILDING CODES,APPENDIX CHAPTER H OF THE I_j ry (2 2012 OR 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDIX CHAPTER I OF THE 2013 < Cq AllOmble Span Table and Uplift Fastener Spacingf1l )Is) o Aftr t,..e S CALIFORNIA BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL z 3.00 Inch-0.024H_1.0p,f EPS,�0.024,. WITHOUT FAN BEAM INSERT CODE. Z W Aoolled Pressure for D�ion Minimum Panel Loading Type ID psf 1,psf ii P, Slope(Per Foot LE IS AN 25 psf 30 psf 35 psf 40 psf to Tpois PTI 20 PSI, 4S psf 50 w 55pSF THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TAB of Proleddon'10) EQUIVALENT'UNIFORM LOAD. CONSIDERATION[SMALL BE GIVEN TO LOAD COMBINATIONS :D 0 1 AND SLIDING <3/8'/Toot PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING UVL.rd) 15M5-" �Nj 3" 12�6" jil�;- g- V-10- 7�9- W-10" < 1 :-2;' n DETERMINED FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD I, 2_1 Wild(U 'a SNOW. AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPAN is Wind(Downward) -0- '-a' - _O; _10 - 5: I 16`� 1 13 1 12L1 FW6" T-S 6 n/a COMBINATIONS WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH -Lu Snow 1 10'-2" I Q�ql. 1 A--6'- 7�5" W-B" W-0- 51-5. 1/2" foot OF THE FOUR(4)LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4. Z x C3 Z! < . o 0 of x Fastener Sparing LOAD TYPES SHALL BE THE*ALLOWABLE SPAN'USED FOR THE PROPOSED APPLICATION. A 0 for Uplift Wind Loads 6" 6" -UNLESS OTHERWISE NOTED,THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM Is 0 for L.Ts I 'I- 1 9. 1 B., 1 7.. 1 6" 1 24-INCHES. F 6 6 CO (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL.BETWEEN THE TWO PANEL < Lu Allowable Soan Table and Uplift Fastener Spacingcx)��)(-) SKINS OF 10 DEGREES FAHRENHEIT. 3.50 inch-0.024"-1.0pcf EPS-0.024" Z WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE iI514 SMS WITH 1.0-O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH 0 T An lied Pressure for DwIgn Minimum Panel OF FASTENER SHALL BE At LEAST 1 INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND LL Loading Type a psf IS P. Slope(Per Pont MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.062 INCHES,RESPECTIVELY. :3 < psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psi 5 Of projeCtlonj(4) < FI-0�7-isPf I I I I 17' 1 1/!jj/foot k4j MINIMUM PANEL SLOPES ARE BASE CAN INCREASE -10, 1 REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING, Wind�bve _8"-P"IM 117 7"' 0--6 -0. 51 a. � D ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE fU.�n 18, 9. T-10" W-11" 6�3" - /a PONDING CAUSED BY IRREGULARITIES IN THE WATER FLOW PATH. Wind(Downward) 1. 1 1 ilfIE- I - Snow 171,81 1 14�11"-1 13�0" 10'-0' 8--7� V-6- 61-8" 6�0" V-15" n/a1 ;Z 31'8" 9�7' IT-7- 7�6" W-B" 6'-0' 51-15" 3/8' foot (5) WHEN PANELS WITHOUr AN INTERNAL FAN BEAM ARE SUWEC`rTO MAINTENANCE LOADS(AS 0 2 0 zP . DEFINED... ..E CODE),MAXIMUM SPAN SMALL BE LIMITED TO IV-0"FOR THE 2-INCH,18'-4-FOR 3-INCH AND 20'-0'FOR THE 3.5-INCH AND 4.25-INCH OR THAT INDICATED IN THE SPAN Fastene - " " 'rSpadrig 14" 10 9 7 7 611 6- 511 511 1 1 TW 3 forUplift Wind Loads TABLE,WHICHEVER IS LESS. WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBJECT TO MAINTENANCE LOADS(AS DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITEDTO 19-7 FOR-rHE 3-INCH OR THAT INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. w Z Allowable Soan Table and Uplift Fastener Spacing & 4.25 inch (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY ARE MANUFACTURED WITH THE Z aj -0.024"-I.Opcf EPS-O.OZ4' WITHOUT FAN BEAM INSERT SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED. EXTRAPOLATION TO Loading Type Aorilled Pressure for Design KnImum Panel LONGER SPANS IS PROHIBITED. Slope Per Foot 10 psf I 15 psf 20 p4 25 psf 30 psf 1 39 psf 40 psf 45 psf 50 psf 55 psf of Pro ectlan(4) (7) THE FASTENERS HAVE A PULL-THROUGH tE LIVE 19'-4" 14 4" CAPACITY OF 110 LEIS FOR THE SPECIFIED 2 Wind U ar 1 -7" Ind U ar 20'-D" 16�fl" FASTENER USING A FACTOR OF SAFETY OF ENGINEERING, INC Uve 19' t 14�7" 13;'-0" 1 10" 101�I 01�3" g'-7" 8�11. V-1. nja 3.0. CAPACITY OF FASTEENERAND li_ L_� L_Z_ w. -4 - _0. _7; jj._6� yl 1, -5. CONNECTION OF THE fASTENERTO THE Wind(Downward) 19' 16.0" 14,�0" in 9. 8�8" 7'-10" n/a WED FACrORY BUILT HOUSING Snow 11'-3' 10�3" 9'-6" W-11" 81-51 8�0" 718" SUPPORTING STRUCTURE IS OUTSIDE THE APPRO SCOPE OF THIS ENGINEERING. Fastener Spacing I for Uplift Wind Loads81, 3" 3" These plans, specifications and installation requirements, have been approved pursuant to a I H.1 ry Health and Safety Code, Division 13, Part 'a and regulations adopted thereto. M . Allowable Sean Table and Uplift Fastener Spacing") 9U 3.00 inch-0.024'--I..Opd EPS-11.024� WITH FAN BEAM INSERT Approval herein does not authorize a, approve dgoo Loading Type Applied Pressure for Design Minimum Panel any omissions or deviation from state laws or 9 10 PSI` Is psf 20 p9 25 psf ' 30 psf 35 psf 40 psf 45 psf 50 psr Sf Slope(Per Foot valid local oidirlanc,-S- i 55 p of Pro iection)(4) Live 17'-6 13�4" 3/8-/foot This plan is approved as a building component Wind UELyarM 1; 12'. 9. Wind(Downward) 111-5". 1W-7' -9. 81-81 7�10" 7'-J" n/a and/or building systems, and is applicable only IM 8 S 13�4" 12'2" IV-2- 10'-5" 9�6' 8'-5" V-7- V-11" n/a to the Design Condfiriotis as sho%vn On the plans. 9 "_ ii . a if R Snow I v-1. IW-3" 91-61. 8�11" 81-31 7�7n 6-11" tr 9 Fastener Spadng(33 Plank pproril No.9R-�FV5 Mode' 2_22-4fC) for 12" 9" 7" 4" 6 4" 4P 4' 5 for Uplift Wind Loads xpiires pproval Date MAR 2 3 2016 5 E . .. ..50 par 55 ps' :1�cd:! !7!10' 7--j- W wind (D.1' -7' Sr '_7n 4'. Allowable Span Table(1)(2)(3)(5)0)(7) A, fip;ja 2.0 inch-0.024--1.0s), EPS-0.0241, Ell +Appffed e Loading Ty,. pregwre far =e.,f _2 CO Live 2D psf 3/8'/foot. „LAe? Wind(Upward) 55 PSI` 4'.0 L 4 I Wind(Downward) 55 PSI` '-0 La" 07 Snow 55 PSI` 1 W-0 A THE 2-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT, 3C P.13 < 2 F u, WET SIGNED DOCUMENT HAS VISIT WWW.TJCAA.COM/LINKS.HTML TO rnN 171 RM I ATF=-,T nr: Pi A KI cZ WA q rZr:Pkl 1ZI IORAITT=r) Pt a Ki A Iq- An7nnA CA-1 PP22AI n A GENERAL NOTES AND SPECIFICATIONS: ADHESIVE - � 0- 1) THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON (NOTE 2d) FOAM CORE z IY O ^ RESIDENTIAL PATIOS AS REGULATED BY APPENDIX OFTHE 2013 CALIFORNIA BUILDING CODE (NOTE 2c) ¢ w co G (CBC),APPENDIX H OF THE 2013 CALIFORNIA RESIDENTIAL CODE OR ON MOBILE HOME AWNINGS EXTERIOR FACE U- z U z AS REGULATED BY TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE (NOTE 2b) C9 ui W o 2) MATERIALS: d• O H m Y a) INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS F Dim FOR 3105-1-1254,OR BETTER ALLOY AND TEMPER THICKNESS OFSKIN SHALL SEAS SHOWN 0 W< IN THE APPROPRIATE ALLOWABLE SPAN TABLE THE UNEXPOSED SIDE OF THE INTERIOR 4'-0' U a0 ti h Z ADHESIVE INTERIOR FACE < K m METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED NOMINAL LL < IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN (NOTE 2d) (NOTE 2a) D �qaz id (_ W THE QUALITY CONTROL SYSTEMS MANUAL \\\ ® LENGTH ¢ K m ¢ p \ \ aE ALLOWABLE U n 0_ n b) EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS® f SPAN TABLE) p LL p H254,OR BETTER ALLOY AND TEMPER THICKNESS OF SKIN SHALL BE AS SHOWN G \ ZO IN THE APPROPRIATE ALLOWABLE SPAN TABLE.THE UNEXPOSED SIDE OF THE EXTERIOR FOR 3105- \�\ PANEL INTERIOR DETAIL /-� F 0. o METAL SKIN SHALL HAVE A BONDING MATERIAL COMPATIBLE WITH THE ADHESIVE DEFINED \\ MS O �i IN 2d.PAINT ON OUTSIDE SURFACE OF METAL SKIN SHALL BE POLYESTER AS SPECIFIED IN p \\ AL THE QUALITY CONTROL SYSTEMS MANUAL. THICKNESS B \\\\ A EXTERIOR SKIN � ¢ R c) THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SPAN TABLE) SIM \\� - If o SHOWN IN THE ALLOWABLE SPAN TABLE \ Q \ '`a 1) PREFORMED EXPANDED POLYSTYRENE BOARD(EPS),AS MANUFACTURED BY ONE OF FAN BEAM U SEVERAL RECOGNIZED MANUFACTURERS SPECIFIED IN THE QUALITY SYSTEMS (OPTIONAL ON 4'-0' a MANUAL THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS A MATERIAL PER WIDE PANEL) J SECTION 803.1.1 OF THE 2013 CBC.THE FOAM PLASTIC IS CLASSIFIED AS TYPE IX FOAM IN ACCORDANCE WITH ASTM C578. TYPICAL HCD °°�.A °•• O O z FBH INSIGNIA © I 0p ° a rc O r d) THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS EITHER LOCATIONS ` ' J INTERIOR SKIN h U MORAD M-650 SERIES,A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HMS `VW' TYPICAL HCD COMPANY,AND RECOGNIZED UNDER ICC ES ESR-1023,OR ISOGRIP SP5050D,A FBH INSIGNIA 3� m PROPRIETARYADHESNE MANUFACTURED BY ASHLAND SPECIALTY CHEMICAL COMPANY AND RECOGNIZED UNDER ICC ES ESR-1140.THEADHESNE IS A CLASS 2,TYPE U. TYPICAL ROOF PANEL LOCATIONS PANEL EDGE DETAIL ( �� m STRUCTURAL ADHESIVE,UNDER ICC ES AC05. NTS 3) THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION o C ti m o e WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO � THE APPLICABLE SPECIFICATION(S)ANDIOR DEFINmON(S)OUTLINED ABOVE .4) THE MAXIMUM ALLOWABLE SPAN,FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. C.M.). ENGINEERING, INC €�� - EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT m PERMITTED. APPROVED FACTORY BUILT ROUSING 5) PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. PANEL 8 t=0.080 These Tans, s ecifications and installation $ 6) THE SUPPORT AND STRUCTURAL ATTACHMENT OF THE SUBJECT PANELS SHALL BE ALUM 6D63-T5 � p p SUBSTANTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS requirements, have been approved pursuant to oho„ APPROVED BY THE GOVERNING JURISDICTION.THE GOVERNING JURISDICTION SHALL CONFIRM E Health and Safety Code, Division 13, Part a 0.09 0.0934 -w m THAT SAID PLANS ARE INTENDED FOR USE WITH TkE DESIRED PANEL LOADS AND SPANS FOR ae;�e r I and regulations adopted thereto, f;� s EACH SPECIFIC PROJECT., ^e +• �o�r F I M Approval herein does not authorize or approve " 7J ALL PANEL EDGES SHALL BE SHIELDED IN ALUMINUM SECTIONS. ALL INTERFACES BETWEEN THE :°e;! e e= '° °e•° .°.•p.J``• 1 5000 0.0800 $ ALUMINUM SECTIONS AND PANEL SHALL BE CAULKED WITH APPROPRIATE SEALANT. •• 8.j,$t.e=a::,1+ O.OBpyO anv Omissions or deviation from state laws or 8) METAL PANEL FASTENERSSHALL BE STAINLESS STEEL OR ALUMINIZED,HOT-DIP GALVANIZED OR ^p°e'• ''P'^ ° -L-- I valid IOCaI ordinances. ^ ELECTROGALVANIZED STEEL ;:.e ::.1; ° 3.S000-r This plan is approved as a building component g�g 9) AN IDENTIFICATION DECAL WITH DEPARTMENT OF HOUSING INSIGNIA AND MANUFACTURERS 0 ' 3. ^ ED 6 IDENTIFICATION building systems, and is applicable only FICATION NUMBER SHALL BE LOCATED AT ANY OF THE FOAM EDGES ON THE FOAM CORE OF EACH PANEL to the Design Conditions as shown on the plans o 'g 1O z - a w 10) FASTENERS SHALL BESI4 SELF-TAPPING SMS,AND 1"O.D.,SEAL WASHER WITH NEOPRENE Plan Approval N0. P_W0lddei fzp3ZZp o R i; INSERT.THE FASTENER LENGTH WILL BE 1'LONGER THAN THE PANEL WIDTH.ALLOY AND MINIMUM /' r^' \ ii < ^ THICKNESS OF HEADER SHALL BE 6063-TS AND 0.062 INCHES RESPECTIVELY. FAN BIJAM DETAIL I �/ , E1lAr� iW1r1�' jbproval Date MAR `2 3 211 6 11) STRUCTURES INCLUDED WITHIN THIS PACKAGE SHALL NOT BE ATTACHED TO"SINGLE COAT - STUCCO SYSTEMS.- NTS ii 12) SNOW LOADS PRESENTED WITHIN THESE PLANS ARE"EOUNALENT-UNIFORM SNOW LOADS. CONSIDERATION SHALL BE GIVEN TO SITE SPECIFIC CONDITIONS INCLUDING.BUT NOT LIMITED TO, a DRIFTING AND SLIDING SNOW. OC7 - i3 13) PLANS ARE CONSIDERED NULL AND VOID IF THEY DO NOT CONTAIN ORIGINAL SEAL AND _ SIGNATURE(IN BLUE INK)SYTHE ENGINEER OF RECORD(EOR)OR THE FACTORY BUILT HOUSING C:2 e� •'�•'•�--'1 g APPROVAL STAMP. 14) PLANS HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E108 AND HAVE BEEN DETERMINED TO MEET THE CONDITIONS OF ACCEPTANCE FOR A'CLASS B'RATING. w C7 F S_ �� y m R W 15) UNLESS OTHERWISE NOTED THE SCOPE OF THIS DRAWING PACKAGE IS LIMITED TO THE STRUCTURAL ASPECTS OF THE SUBJECT PANELS.NONSTRUCTURAL REQUIREMENTS,INCLUDING Cif: w EXP. a17 _ FIRE SAFETY PROVISIONS,OF THE GOVERNING CODE AND LOCAL JURISDICTION SHALL BE ADDRESSED BY THE MANUFAGTURERANDIOR CONTRACTOR O Tg /f[t Ctllta`�C��P el 16) CONSIDERATION HAS BEEN GIVEN TO BE TO THE ADDITION OF ONE(1)CEILING FAN PER 4'WIDE OF CA01 PANEL WITH A MAXIMUM FAN WEIGHT OF 50 POUNDS. THEREFORE,THE ALLOWABLE LOADS , PROVIDED ABOVE ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. WET SIGNED DOCUMENT HAS _ __--. _.._ _. ... .. ... ... . .... ......n — r=,t sA wmRr nrnRPORATE SEAL .. .................. ..-. .. -. ..`.-..� •• ........... v............ . C ! K vt v• 4♦ vv -.v 2 2\ MYu .�♦ ..... NOTES: a EL Allowable S an Table and ll lift Fastener S acin (1](2)(B) (1) -ROOF PANELS ARE INTENDED FOR USE WITH A PATIO ENCLOSURE AS DEFINED IN APPENDIX J 2 IY CO a U JN 3.0 inch-0,032"-20 cf EPS-0.032" Ashland or Rohm and Haas Adhesive-WITHOUT FAN BEAM INSERT CHAPTER I OF THE RNA O AL RESIDENTIAL NIAL CODES, APPENDIX CODES,TER I OF CHAPTER H OF RN ¢M D Applied Pressure for Design Minimum Panel 20120R 2009 INTERNATIONAL RESIDENTIAL CODES,APPENDLX CHAPTE0.I OF THE 2013 CALIFORNIA LQ O m Loading Type SI a Per Foot BUILDING CODE AND APPENDIX CHAPTER H OF THE 2013 CALIFORNIA RESIDENTIAL CODE. z U i 10 Psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psF op ( (q Z W w o Live 18'-0" 13'-4° of Pro edlon -THE APPLIED PRESSURE FOR DESIGN(COLUMN HEADINGS)SHOWN IN THE TABLE IS AN _ a o h 3 B" foot "EQUIVALENT"UNIFORM LOAD. CONSIDERATION SHALL BE GIVEN TO LOAD COMBINATIONS E w mm In Wind(Upward) 191-9" 16'-4" 14'-1" 32'-7" il'-4" 9'-8" 8'-6" 7'-6" 6'-9" 6'-I" (I/a PRESENTED IN THE CODE AND SITE SPECIFIC CONDITIONS SUCH AS DRIFTING AND SLIDING SNOW. F 00 o In n AFTER DETERMINATION OF THE APPLIED PRESSURE,THE ALLOWABLE PANEL SPAN IS DETERMINED V c¢O 4 Wind(Downward) 18'-0° 15'-3 13'-4" 12'-0" 10'-7" 9'-1" 8'-0" 7'-2" 6'-5" 5'-SO' n/a FOR EACH LOAD TYPE USING THE GREATEST CALCULATED PRESSURE FOR ALL LOAD COMBINATIONS S 0: O in Z Snow 12'-8" 11'-5" 10'-4" 9'-1" 8'-0" 7'-2" 6`-5" S'-10" 1 2"/feot WHICH INCLUDE THE SPECIFIC LOAD TYPE. THIS PROCESS IS REPEATED FOR EACH OF THE FOUR(4) Z W d W Fastener Spacing cal LOAD TYPES. THE MINIMUM ALLOWABLE SPAN CALCULATED FOR EACH OF THE 4 LOAD TYPES SHALL .z O z Z for Uplift Wind Loads 11" 6" 7" S' S" 4" 4" 3" 3" 3" BE THE'ALLOWABLE SPAN"USED FOR THE PROPOSED APPLICATION. Q o: O 0 -UNLESS OTHERWISE NOTED,THE MAXIMUM EAVE PROJECTION OF THE ROOF SYSTEM IS 24-INCHES. UO o 0 (2) PANEL SPANS ARE BASED ON A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THETWO PANEL Q c >— o Allowable S an Table and Uplift Fastener Spacing(1)(2)(s)a(6) SHINS OF 10 DEGREES FAHRENHE[T. U) C] N jin - 032"-2.0 cf EPS-0.032" Ashland or Rohm and haas Adhesive-WITHOUT FAN BEAM INSERT (3) FASTENERS SHALL BE#14 SMS WITH 1.0"O.D.PLATE WASHER AND NEOPRENE INSERT. LENGTH OFF--Lpadin T Applied Pressure for Design Minimum Panel FASTENER SHALL BE AT LEAST I INCH LONGER THAN ROOF PANEL THICKNESS. ALLOY AND MINIMUM Z ¢ o g yPe 15 psf 20 p5f 25 Sf 30 5f 35 f 40 Sf 45 Sf 50 6f 55 Sf Slope(PerFoot THICKNESS OF HEADER SHALL 8E bO63T6 AND 0.062INCHES,RESPECTNELY. THE FA57ENERS HAVE _ 0 Zp p p P P p ofPro edionlL`) A PULL-THROUGH CAPACI Y OF 110 LBS FOR THE SPECIFIED FASTENER USING A FACTOR OF SAFETY LLLL'1E Uve 18'-3" OF3.0. CAPACITY OF FASTENER ANDCONNECTION OFTHE FASTENER TO THE SUPPORTING J J318"/foot STRUCTURE IS OUTSIDE THE SCOPE OFTHIS ENGINEERING. U Wind ar 21'-5" 19'-2" 17'-6" 16-4" 15'�" 14'-6° 13'-10" 13'-3" 12'-9" n a 'Wind Downward 2(I`-1" 18'-3" i6'-l0" 15-9" 14'-11" 14'-2" IT-6" 13'-0° 12'-6" n/a (4) MINIMUM PANEL SLOPES ARE BASED ON PANEL DEFLECTION ONLY. INCREASED SLOPES WILL BE REQUIRED WHERE PANEL ACCESSORIES,SUCH AS MULLIONS OR FLASHING,CAN INCREASE Snow 17'-7" 16'-3" 15'-3" 14'-5" 13'-7" 12'-10" 12'-2" 11'-8" 1 P' foot Fastener Spadng(3) pONDING CAUSED BY IRREGULARITIES ES IN THE WATER FLOW PATH. O. O z for Uplift Wind Loads 10" 7" 5" 5" 3 4" 3" 3" 3" " 2" (5) WHEN PANELS WITHOUT AN INTERNAL FAN BEAM ARE SUBTEGTTO MAINTENANCE LOADS(AS x x DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 22'-4"FOR THE 3-INCH AND 23'-0' m � FOR THE 4.2S-INCH AND 6-INCH,OR THAT INDICATED W THE SPAN TABLE,WHICHEVER IS LESS, a WHEN PANELS WITH AN INTERNAL FAN BEAM ARE SUBIECT TO MAINTENANCE LOADS(AS DEFINED IN THE CODE),MAXIMUM SPAN SHALL BE LIMITED TO 23'-0"FOR THE 3-INCH AND 4.25-INCH ORTHAT Allowable S an Table and Uplift Fastener S aci0 (3)(2)(s) INDICATED IN THE SPAN TABLE,WHICHEVER IS LESS. w m} o 3.0 inch-0.032"-2.0 f EPS-0.032" Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT 3 x ',` iti (6) THICKER PANEL CONFIGURATIONS ARE ALLOWED,PROVIDED THEY A0.E MANUFACTURED WITH THE y i U ti Is Loading Type Applied Pressure for Design Minimum Panel m Slope Per Panel SAME COMPONENTS,AND THE ABOVE SPAN LIMITATIONS ARE FOLLOWED.AR ED. EXTRAPOLATION TO o O O w o s 10 psf 15 psf 20 psf 25 psf 30 psf 35 0�( LONGER SPANS IS PROHIBITED. p p psf 40 psf 45 psf 50 psf 55 psf of Pro edjon(') CJ J Uve 19•-10' 15'-B" 3 B" foot Wind U ar 21'-2" 18'-0" 16'-0" 14'-.e" 13'-8" 12'-9" 12'-1" 11'-6" 11'-0' 10'-7" n/a Wind(Downward) 19'-10° 1T-4" 15'-B" 14'-5" 13TT 12'-8" 12'-0" iP-s" ID'-11' lo'-6" Na C.M.I. ENcif"IEELT;IN(ir INC. y Snow 14'-11" 13'-9•' 12'-11" 1T-2' LIP-6" 11'-0" 10'-6° 10'-2" 12" foot g P g I+1 Fasteners Spacing APPROVED FACoORY BUILT HOUSING ' 5" 4" 4" 3" :i, T. 2"' 2'I � 0 for Uplift Wind Loads 9� 7 � 3 Aese plans, specifications and installation ��a requirements, have been approved pursuant to 8wze 's - Allowable Span Table and Uplift Fastener S acin (1)(2)(s)e`(s) Wealth and Safety Code, Division 13, Part 4.25 inch-0.032"-2.0 cf EPS-0,032•• Ashland or Rohm and Haas Adhesive-WITH FAN BEAM INSERT and regulations adopted thereto Applied Pressure for Desi n ' Minimum Panel ii vR> h Loading Type 1.0 psf 15 psf 20 sf 25 f 30 psf 35 L Slope(Per Foot p ps p psf 40 psf . 4s psf 50 psf 5s psf of Pro edlon)(•) Aporoval hereto.does not authorize or approve Uve 23'-0' 19•-3" 3 8" foot my omissions or de' ataMh from state laws or ., i and local oitiances, _Wind(Upward) 23'-0" 22'-S" 20'-0" 18'-4" IT-0" 15'-11" 15'-1" 14'-4" 13'-9" 13'-2� n a s o Wind(Downward) 23'-0" 21'-3" - 19'-3" 17-9" 16'-7" 15-5" 14'-6"' IT-8" 13'-0" 12'-5`•, n/a This plan B approved as a building Component a t snow v-11° 16'-z^ 14'-SO" 13'A" 1z'-11^ 1z'-3° u'a^ 11'a; 1/2" foot and/or build•, a systerits, and is applicable only ff a 3 Fastener Spadng 13) to the DL3i,fi rmMhditiefit as shown on the plans. w far U lift Wlnd Loads 8" S" 4" 4" 3" 3" 2" 2" 2" 2" I - p '< 's j �lan ApprdV'41�'`DLf-. _. %Odel "SUO = g lyI u u u m e " A- renal mate � i Allowable Span Table(1)(z)(3)(s) pf3 - ^ k 6-inch,0.032"/2.D#pcf EPS/0.032" `a a i ` 9 Applied Pressure far Design I Minimum Panel Loading Type 1 Slope(Per Foot 3 10 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf of Pmjection)(4) rD "=1y Live 23'-0" 23' 0• '-_ __ - ..s.. 3/8"per foot o S,(ya}FtSS/Gryt Wind' Upward 23'-0" 23 0' 23' 0 22'-9 21'-1" 19-So 18-7' 17-6 16 7" 15'-10" n a Wind Downward 23'-0" 23'-0" 23'-0° 21'-B" 2D'-4" 15'45" Snow ,-. `- -` 22'-2" 20'-0" 18'-5" 1T-1° 16-D° SS-2" 14-5' 13'-9"_ 4/8" _rfoot 3 7 9 g THE S-INCH PANEL IS ONLY AVAILABLE WITHOUT A FAN BEAM INSERT. u AI 1 - �-` tO .11, 17 r FOF CALIF VISIT WWW.TJCAA.COM/LINKS.HTML TO CONFIRM LATEST REVISION OF PLANS HAS BEEN SHRIi ITTFD_ PI AN a IS- S07nns CA-1 IMP-a'2?n _.,___ A vYET SIGNED DOCUMENT HAS �