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PMT14-01087 City of Menifee Permit No.: PMT14-01087 29714 92 Type: Residential Alteration d EL MENIFEEEE,, CA 92586 sauwsmusdle..x" MENIFEE Date Issued: 06/12/2014 PERMIT Site Address: 30721 DESERT EAGLE WAY, MENIFEE, Parcel Number: 360-432-015 CA 92584 Construction Cost: $4,000.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of SOLID& LATTICE ALUMINUM PATIO COVER WITH 2 FANS, 2 LIGHTS Work: Owner Contractor BUFFY MENDEZ D R SISNEROS INC 30721 DESERT EAGLE WAY 30709 DESERT EAGLE WAY MENIFEE, CA 92584 MENIFEE, CA 92584 Applicant Phone: 9512468911 D R SISNEROS INC License Number: 949498 30709 DESERT EAGLE WAY MENIFEE, CA 92584 Fee Description Oty, Amount Building Permit Issuance 1 27.00 D ' "R t 0 GREEN FEE 1 1.00 $293.00 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing building operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise staled,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9 (commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class C-6Y 10dl License No. 9^/9'Y9$ who builds or improves thereon, and who contracts for the projects with a Expires Signature _, y _ licensed contractor(s)pursuant to the Contractors State License Law). WORKERS' COMPENSATION DECLARATION ❑ I am exempt from licensure under the Contractors'State License Law for the ❑ 1 hereby affirm under penalty of perjury one of the following declarations:. following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence In compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon requestwhen this application Is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:http'//www.IeQinfoca,c;ov/ca aw html. permit is issued.My workers'compensation insurance carrier and policy number are: Property Owner or Authorized Agent Date Carrier Expires Policy# 'JCBy my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- certify that in the performance of the work for which this permit is issued, I identified property for the inspection purposes. shall not employ any persons in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor pro v ri'er or Authorized Agent Date Code, I shall forthwith comply with those provisions. /`� City Business License# Date; '�x��i ApplicarrY i� WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, pYES OCCUPANT HANDLEA HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ';KNO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address XNO DISTRICT (SCAQMD)SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME; License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5, Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, 1XNO SCHOOL? 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 provisions of the Contractor's State License Law (Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or '(YES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) HCODE AZARDOUS MATERIAL 25506 25533 AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole compensation, will ( ) all of or( ) porting of the work, and the structure is PROPERTY OWNER AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; /) The Contractor's State License Law does not apply to an owner of a property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF MENllFEE PLCK No: Pe mit No: 29714 Haun Road City of Menifee "A" ullding & Safety Dept. Date: Date: Menifee, CA 9258$ k Phone: (951)672-6777 MAY 12 2014 Amount: Amount: �� Fax:(951)679-3843 Ck#: Ck#: Building Combination PIRIIi'Ve To Be Completed By Applicant Legal Description: Q n — Planning Case: F: Property Address: D _` Assessor's Parcel Number. 3ez�� �Psr�� - a - 5 Project/Tenant Name: .1 F Phalcz, Unit#: Floor M Name: ZFf 11�nlleZ Phone o. - 7 Fax No. Property !'/ 72 3 9� Owner Address: M70 7.2 f y1��e Unit Number Zip Code Email Address: �J Name: one No. Fax No. Applicant Address: Unit Number Zip Code Email Name: S Phone No. Fax No' e�oj �n�Q� ufiv �irr� 9S/-5 .5-697 '!3/• 7�j-IUoZ Contractor Addres�5�[ Ciry State Zip Codg., Contractor's City BUSF ea s Lico o. Contractor's City State of Califemia icense No Classification: C-6/ /Je3 Number of Squares: Square Footage -7/ 7 1 Description of Work: G! /{lflin;i,u� ��.Yr�L'ovcrs w z `vies q z 1� casterwark:8 y o0 Applicants Signature Dale: ,r-- 42 To Be Completed By.CltyStaff Only U 7 Indicate As R-Received or NIA-Not Applicable 5 Completes sets of fully dimensioned.drawn to sale plans which include: t set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Goo Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Title 24 Energy(an 8%x 11) ❑❑ Foundation Plan ❑ Cross Section ❑ Plumbing Plan Structural Calculations❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan 8 Detal ❑ Shoring Plan ❑ Sound Report•Residential Class Code: Indicate New Construction Alteration' Addition' Means/Methods Work Type: Repair" El Retrofit* Revision to Existing Permit' Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have a Basement? Y of N Bldg.Code Occupancy Group Indicate Indicate if Indicate all Geo-tech.Haz.Zone At Project Sprinklered YES or NO Completion: Construction that apply: Coastal Zone Type(s): C Of O YES or NO Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commis Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt: City Project Elec.Vehicle Charger Landmark Seismic Retrofit Special Case:Bldg. OtfivalA royal Expedite Project(s): Child Care City Project Green Building Landmark Affordable Housing For Staff Use Only Building/Safety Permit Specialist I City Planning I Civil Engineering I PWM-Admin I Transponavon Mgmt. I Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY 9 � a { x rl \ � � \ \ �75 F= m ® \ \ ar 2 k » rm Z \ \ 3 m : : » � CA } } / i = > r « -4D cn . - & m � z « C-� ° rn m CD $ \` OFFICE COPY ? \ � �. 2; CD ƒ \} TOM CAMPBELL & ASSOCIATES, INC. Commercial and Residential Structural Engineering 5331 Galloway Street, Alta Loma, CA 91701 (951) 741-2107 City of Menifeo Building & Safety Dept, January 6, 2014 MAY 12 2014 Building Official Received Local Authority Having Jurisdiction RE: Duralum Products, Inc. Patio Cover System Design Parameters This letter affirms that the Duralum Products, Inc. patio cover system shown in the attached plans, dated 11/15/13, containing my professional engineers stamp and signature, comply with the roof live, snow, wind and seismic loading requirements cited in the 2012 International Building Code, 2012 International Residential Code, 2013 California Building Code, 2013 California Residential Code, ASCE/SEI 7-10 (Minimum Design Loads for Buildings and Other Structures) and the 2010 Aluminum Design Manual, ADM-1 Please contact me at (951) 741-2107 or at ticampbell@charter.net should you require additional information. Sincerely, p� �tAY GWEEIQ s�7 Tom Cam Ii, PE a O 'TMOMAgl, •.�io F- No.C3 CAMPBELL Qi * 791E EXP.03/dV M C Iry �C�zg%ON AL Eti p� 9F0 /� a a 14808 p ��' "° 174W � ; TFiOMAS IRAY OF cAMPBELL qS 1. C ANQO STq Of m PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS INC. GENERAL NOTES: DESIGN REQUIREMENTS: i w GOVERNING CODES CD DES APPLICATIONS-CBC AND 18C CHAPTER 16,CSC& IBC APPENDIX CHAPTER I. City O! fUer,g�6 z 1. THE DESIGN INTERNATIONAL ATTACHED AND FREESTANDING COVERS SHOWN C THIS REPORT COMPLY WITH THE ROOF LIVE AND SNOW LOADS:10,20.25,30.40&50 Par.(SNOW LOADS AT GROUND LEVEL 25.30,40&50 par) Building & Sat et LOADS2012 F R BUILDIN S AND CODE,RUC ORESCALIF AND BUILDING CODE,SCElSEI 7-10-MINIMUM DESIGN COMMERCIAL APPLICATIONS-CBC AND IBC CHAPTER 16. y Dept, w q 6, LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL-ADM 1-10.COLUMNS pj BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 20121RC AND 2013 CRC SECTION AH1052. ROOF LIVE AND SNOW LOADS:20,25,30,40&50 Psf.(SNOW LOADS AT GROUND LEVEL 25,30.40&50 par) t0AVy F `•G �c� DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: 12 ZO14 V m O` CJ\ Z 2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE, - O o: v ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1. TABULATED SPANS FOR SNOW LOADS ADJUSTED FOR ROOF APPLICATIONS. R Q ® p G a 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS:110,FICA 130 MPH,EXPOSURES B AND C.R •v C C I Vy F = MANUFACTURER DESIGN LOADS AND ENCLOSABILffY. 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTO 11,1.0. w p 4. SEISMIC BASE SHEAR 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER 5 w o - ~ _ 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE ¢o NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE . SEISMIC DESIGN PARAMETERS:AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, IMPORTANCE FACTOR:1.0 O a o TECHNIQUES,SEQUENCES AND PROCEDURES. SITE CLASS:D � O a z 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPTAT THE JOB SITE AND SHALL 8E SEISMIC DESIGN CATEGORY:D TRACK - ' AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE MAPPED SPECTRAL RESPONSE COEFFICIENTS:Sa=1,50,S,=0.6.S w=1.0.S F 0.50 , q 1- � g SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED RESPONSE MODIFICATION FACTOR,R1.25 �a e V� � ��0 N �®����� Z 6. DESIGN ASSUMPTIONS: d�JV E CHANGE ORDER. A.MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20' 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. B.LEST BUILDING WIDTH OF MAIN STRUCURE:30'... 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:10'X 10' B. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 t 12 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TOZERO. 4� ( ©F MENIFEE G - 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON 'a y, G l EXISTING OR NEW CONRETE SLABS. a D f 10.20 POUNDS PER SQUARE FOOT L.L AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL ANOTETOTHELOCALAUTHORITYHAVINGJURISDICTIOR �I�;LDIIVG AND SAFETY DEPARTMENT y,J - CARPORTS. .5 n 8 1 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION M�j'1 O 1 THE PERTINENT SFTE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN TF{I- h1OiRO•AE - U?T +•r f y DESIGN CONSIDERATIONS: EVALUATION REPORT.AT A MINIMUM,SUBMISSION FORA BUILDING PERMIT MUST INCLUDETHE r=a o 'o' FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 5 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1/41NCH PER FOOT. 3 .�vp •: `,"i' 12.MINIMUM COVER PROJECTION IS 10'. A.TIRE SHEET AND GENERAL NOTES. �a l'p,+ f. �'{S.'•� 13. B.MINIUM SIZE OF EXISTING OVERHANG OO.e-.SOLID OR LATTICE STING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE STRUCTURAL CONFIGURATC.BASED N THE REQUIRED IESIGN LOADS,SITE-SPECIFIC ROOF, RAFTEREAN OR P =D BY_ I W OC w 0 14.COVERS ARE DESIGNATED'RIDGED BUILDINGS'AS DEFINED IN ASCE/SE17.SECTION 6.5.13. TABLES. - 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS S DEFINED IN D.TYPE OF HEADER,POST TYPE&QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE DAT _ Q ASCE/SEI 7,SECTION 6.5.7.1. SITE-SPECIFIC DESIGN LOADS. t�EE�1h4 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES'AND E.APPROPRIATE STRUCTURAL DETAILS. G•• ••R S� -PARTIALLY ENCLOSED;RESPECTIVELY,IN ACCORDANCE WITH ASCE/SEI7, SECTION 6.5.13. F.OTHER DOCUMENTATION THAT MAYBE REQUIRED BY THE LOCAL AUTHORrrY* ppwal of these plans shall not be construed to be a permit far,or an LL .9 L) IT.THE RATIO(HP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT), JURISDICTION. •, � SHALL NOT EXCEED ONE(1). approval of,any violation of any provisions of the federal,state or city o 8 F ` •• D fi.. / 18.THE RATIO UP,COVER LENGTH L,FT. DIVIDED BY THE COVER PROJECTION OR WIDTH P, 'rw'a o 0 Q h BE LESS THAN ONE 1 ( ) ( FT),SHALL NOT regulations and ordinances. This set of a roved lans must be ke t on the O z g PP P P SHEET INDEX: jobsite until completion, 'w eul ; my MATERIAL SPECIFICATIONS: SHEET# SHEET TITLE/DESCRIPTION ; Ex �� 19.BEAMS SHALL 8E SPLICED OVER EACH INTERIOR COLUMN SUPPORT. ��.�•: CI 1 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED a,`'-• ,^•a WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. T-1...........TITLE SHEET, DESIGN LOADS, GENERAL NOTES -•' . 1..•.• 21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 1 ............SOLID PANEL STRUCTURES��I1 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/FTz2 PER 2 ............OPEN LATTICE STRUCTURES TABLE m- 18D6.zAND sEcrioN 1aD6.3.a. 3.4 .........PANEL SPANS TRI-V,W-PANEL&FLAT PAN m �,23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,RUST-O-LEUM OR EQUAL PAINTED OR 5 MINIMUM FASTENERS/FAN BEAM ELECTROPLATED AND CONFORM TO STM A-446 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO ............ LL u ASTM A653,GRADE 40. 6............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL& PATIOS a _ 24.EASTERNERS: ALUMINUM BOLTS SHALL BE 2024T4;STEEL BOLTS SHALL BE ASTM A307.ALL BOLTS SHALL 7............HEADER BEAM TYPES, COLUMN/POST TYPES a vi e -> HAVE STANDARD-CUr PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 8 ............EXISTING EAVE CONNECTION DETAILS V 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTIONDOCUMENTSSHALL BE HILTI KWIK-BOLT TZ CS 9............HANGER CHANNELS AND MOUNTING BRACKETS o^ ^+ m e �- � � ""' 2�� •�; AND KWIK-BOLT TZ SS316.SEE PLANS FOR LOCATIONS(ICC-ES ESR-1917 FOR CONCRETE). ' 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WITH[CC-ES ESR 10 ..........COLUMN/POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS wo w a.- T ' a ° 1976 OR APPROVED EQUAL. 11 ...........LATERAL FORCE RESISTING SYSTEM/MIN. NUMBER OF REQ. COLUMNS o RAY ; 27.THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH 12...........BEAM TO POST&LATTICE TUBE TO RAFTER CONNECTION DETAILS o C'�° S� ••' RESIDENTIAL ATTACHED PATIO COVERS ONLY. c 28.SOLID AND urnCEALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY INACCORDANCEWITHSEcrION1s05.2, 13-16 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH o aom Sf,+'••-. EXCEPTION 2. 17-19 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH O U(P 29.SIMPSON WOOD SCREWS ARE IN ACCORDANCE WITH ICC-ES EVALUATION REPORT ESR-2236. 20-22 ......SOLID COVERS ATTACHED& FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH 30.OMG,INC.TIMBERLOK SCREWS ARE IN ACCORDANCE WITH ICC-ES EVALUATION REPORT ESR-1078. 23-26 ......SOLID COVERS ATTACHED& FREESTANDING BEAM SPANS,30#L.L, 110-130 MPH o 27-29......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40#L.L, 110-130 MPH W w 30-32 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 50#L.L, 110-130 MPH > o m 33-35 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH 3 w y 36-37 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 20#L.L, 110-130 MPH g g q p 38-39 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH 40-41 ......LATTICE COVERS ATTACHED &FREESTANDING BEAM SPANS,30#L.L, 110-130 MPH WHERE SNOW LOADS OCCUR,IT IS THE REPONSIBILITY OF THE 42-43 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,40#L.L. 110-130 MPH CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL 44-45 ......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,50#L.L, 110-130 MPH AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND 46 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS �0 tu SLIDING,PER ASCE 7-10,SECTION 7.7 AND 7.8,IS REQUIRED.SEE 47 ...........SNOW DRIFT DESIGN _ SHEETS 50 AND 51 FOR SPAN REDUCTION FACTORS. 48...........SPAN REDUCTION FACTOR TABLES Jsem\de1NDowmen6\DURALUM\IAPMO 019S\2-28-14{&211-14 A t.dw9,3116=142:3255 AM,Tabloid SOLID PANEL STRUCTURES ROOF ROOF o OVERHANG, OVERHANG, w ATTACHMENT CHANNEL OR WOOD, tio, SEE DETAIL A,B&C, [ENGT OR WOOD, ATTACHMENT CHANNEL ENOTH OF CONCRETE OR Z i F ALUMINUM SHEET 9 qNO SNq�NpSTRUCTUR MAS ALUMINUM ONRY WALL ROOF PANEL SEE DETAILS CONCRETE OR AA1O S/{q[(NOTRUOTURE MASONRY WALL w w M �� SEROOF PANEL E C SPANS �EpRO ECTO3S T FS SEE SHEET 8 SE FOR SPANS MIN.0.25"SLOPE PER FT. f pR0 T[ESS VAf7/Lc5 SEE SHEET 8 Q /ON o a YZfi O. SPAN O. Jza "O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% w o a OF ROOF PANEL OF ROOF PANEL -w w _ C3 . _ ALLOWABLE SPAN ALLOWABLE SPAN i SEE DETAIL 11, B SEE DETAIL 11, EgMSp o a SHEET 12 FOR SPLICE p AN/ BEAM-SEE SCHEDULE p Sp BEAM-SEE SCHEDULE F r-w Sp SHEET 12 FOR SPLICE AN/ SEE 'S/'AC/N FOR POST SPACING = SEES gC1NG FOR POST SPACING m POSTS,SIZE VARIES SCHEDU(ES POSTS,SIZE VARIES U[ES O ¢ 0 O.y.NOT EkC E pT TO N 25%, Op TO EkC N OFg fE ATTACHM NT ALTERNATE: BEgMq�OWAB(ES ATTACHMENT AGLE POST q[(OwAS(f SPA as OAL E'� SINGLE POST PAN MAY BE USED $m MAY BE USED SEE SCHEDULE ???��� EE SCHEDULE c. WHERE PERMITTED. WHERE PERMITTED. N"FO '�[� SEE SCHEDULE �� SEE SCHEDULE MAX HT.=12' 7�7 NOTE: NO SPLICE AT IOR POSTS NOTE: NO SPL AT EXTERIOR POSTS FOOTING WHERE REQUIRED FOOTING WHERE RE RED r SEE SCHEDULE SEE S EDULE NOTE: EACH COMPONENT I TER- a NOTE:EACH COMPONENT IS INTER- FOR FOOTING BE SIZE a N FOR FOOTING CUBE SIZE CHANGEABLE WITH ANY OTH a CHANGEABLE WITH ANY OTHER S�o �- g7OF -^ COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWIS HOWN. x O�q`� NOTE:SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. NOTE: SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. 7dC SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. rn w re N SI. " • rA z$ [ENGT [E/yGTH o yOF ST ALUMINUM FST ALUMINUM RUCTURE ROOF PANEL MIN.0.25'SLOPE PER FT. O.H. RUCTOREV E �w• �_ 1 • -•�� ROOF PANEL O.H Vq/�E SCHEDULE S SEE SCHEDULE ARIES E SEEFOR SPANS FOR SPANS m a"•• 4 c� as O.H. P o - SPA SPAN az� 8 'O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% - N OF ROOF PANEL OF ROOF PANEL w ALLOWABLE SPAN ALLOWABLE SPAN } m SEE DETAIL FOR SPLICE B SEE DETAIL FOR SPLICE SEAII4 a po T3pAN/ BEAM-SEE SCHEDULE SE ST Ppo AC/ BEAM-SEE FOR POST SPACING ULE = U?a A ca: E�ikLG'/� POSTS,SIZE VARIES SEE SCy fOC�N S FOR POST SPACING = POSTS,SIZE VARIES ESCNEpV S O 4: 5- 0•• .�� N T y/Vor T a a m m • pd 317 :A ALTERNATE: Op OT O ALTERNATE: op8 n' F a' 3 1/2°SLAB SINGLE POST q([S 3 1/2"SLAB SINGLE POST A([oW, a �� ,/.' TRAY SEE SCHEDULE 01't'AS(E MAY BE USED SEE SCHEDULE qB(E Sp w MAY BE USED Sp AN z< C -v�P� TO CONSTRAIN TO CONSTRAIN III w c i FOOTING,SEE FOOTING,SEE W >m 2 m Sj'••. P� SCHEDULE NOTE:NO SPLICE AT THIS SCHEDULE POST AND ATNOTE:NO SPL ND BAYS. 3 w,y qTg�F U� ICE AT THIS�� POST AND AT END BAYS. �a a� ,MN FOOTINGS FOOTINGS -SEE SCHEDULE FOR - - - SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- 1Q x 9"STEEL ROD CHANGEABLE WITH ANY OTHER 112 x 9•STEEL ROD CHANGEABLE WITH ANY OTHER v COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. # LLO NOTE:SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. NOTE: SEE SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER&BEAM. w TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION y __,."mn"cement'lDURALL'W'APMO 019512-28-14@-28-14 A 1.dwg,3116/201411:4222 PM,Tabldd OPEN LATTICE STRUCTURES RAFTER SEE TABLE FOR SIZE o AND SPACING i WALL LEDGER w MAX PRO7. OR ROOF ti z o MAX PROD. (�q SEE SCHEDULE /NCB(//� WALL LEDGER NOTE:THIS OPEN COVERED. STRUCTURE SEE SCHEDULE NGB�4Yp SEE OVERHANG, 3, '3ry OR ROOF MAY NOT BE COVERED. SHEETS e&9. w < 25%OLOWAB O.H. O.H fir'\ OVERHANG. ^ t' ALLOWABLE \ SEE DETAIL 3, RAFTER,SEE TABLE FORSw�•t�JLyk •9(�p% SPAN SHEER 889. AND SPACING O h m N� N LE OI MAXR Y LCry lYI Z 25%OOFF E m a SPAN W 0 pOS Y4m w 1 F - - _ BEAM SPICE-SEE z O a P DETAIL 11,SHEET 12 �� O. O a NO BEAM SPLICE AT EXTERIOR POSTS LENGTH OF STRUCTURE VAR]E3 R BEAM SPICE-SEE 0 DETAIL 11,SHEET 12 POST WITH SIDE PLATES NO BEAM SPLICE AT SEE DETAIL EXTERIOR POSTS @q O LENGTH OF STRUCTURE VARIES G.l -',:` y g 3 12•SLAB ATTACHMENT S \c d. (� '°t%`O :'fir p0 -ay MAY BE USED WHERE POST WITH SIDE PLATES * 0 0 PERMITTED. SF�T p C y SEE DETAIL t;� +.ln NOTE:EACH COMPONENT IS INTER- ST sp'W •l "-f ;B CHANGEABLE WITH ANY OTHER ssFT.gs l` SEE SCHEDULE q c u G. COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE:EACH COMPONENT IS INTER- pp Fqy 3 12'SLAB ATTACHMENT :Q 4 SEE SCHED.FOR FOOTING CUBE SIZE rT Sp MAY BE USED WHERE p CHANGEABLE WITH ANY OTHER s Sp qy ,A "/ NOTE:THIS OPEN LATTICE-TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. epT� / ` SEE SCHEDULE a 5,p� `OP (jv MAY NOT BE COVERED. - O'"/ S e� SEE SCHED FOOTING HFOR FOOTIERE NG CUBE SIZE TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. * SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2"SIDE PLATES. 5 O4 " r O m MAX PROD. NOTE:THIS OPEN COVERED. STRUCTURE MAY NOT BE COVERED. RAFTER SEE TABLE MAX PROD. FDS SPACING SEE SCH U NOTE:THIS NOT BE OVER D. STRUCTURE SEE SCHEDULE ' AND SPACING MAY NOT BE COVERED. Y;it"Qy • ,s MAX O.H.°.• 2S 25% O.H RAFTER SEE TABLE E 8 %OpMgt ALLOWABLE FOR SIZE AND SPACING � ` '•1 R��A pOS TSPAN MAX.O.H. m m Sroq 25%OF RAFTER O.H. CI <e O/ ,f ALLOWABLE LL U ' 7S°g0q{0 SPAN O_ yU p Q D'r Ey Em ss44 N S,ogC/N y O u A v;JAl ! Off( yy 0<UnK We A LENGTH OF STRUCTURE VARIES T 10 .As y C:{t`°iPSELL IPOST CROSSSECTI LENGTH OF STRUCTURE VARIES ••• S�STsp SEE POST DEEM OF�P� PTO/NCI POST CRDSSSECTION, i a 3IX SLAB S, SEE PORT DETAIL, w l i is NOTE:EACH COMPONENT IS INTER- MAY oils USED SFFT `!o CHANGEABLE WITH ANY OTHER sp p FOOTING,SEED/rVG w aq f. COMPONTENT UNLESS OTHERWISE SHO 3 1W SLABWN. T•9g�FD ( scHEDULE MAY BE USED NOTE:EACH COMPONENT IS INTER- 'ODs TO CONSTRAIN S Sp CHANGEABLE WITH ANY OTHER FOOTING,SEE T q SCHEDULE FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN '�[PGNG SEE SCHE .D.FOR FOOTING CUBE SIZE FOOTING WHERE REQUIRED .a SEE SCHED.FOR FOOTING CUBE SIZE LL a p TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE g lsem\delNDooemelds\DURALUNNAPM0 019W-28-142-28-14 A l.dwg,3MS201411:44:30 PM,Ta61old SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/13O MPH EXP. B & C -1 0 . R=.11T' i .7T .6T40° .40' .i S 180" (ALL UNMARKED RADII.D5R) .25, .35- .7T .45' w .67• AV .75" 43" T=(SEE TABLE 3.5D'' T=(SEE TABLE .70' 282, 25" -38' T=(SEE TABLE BELOW) 2. 7 n BELOW) .65^ 1.125° BELOW) Q � }/ '2. fi' 1. 8• 1. 0' .40^ .65• TYP. W A 3 " 7.92" 7 .g2' .7S 7.92' � 50 (4V �'(�••_ 1�. -40' .40" .40' .40" .433" 2.0' .3" 1.3" 2.0' .433" � --5?S .E 3.00, 4.50' .50' 4.50 .50 3.D0' .oT18.00' u7 0 2 :O 24.00^ 12.0• ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 AT EQUAL a 00 U z No' 12"x311TWPANEL 8'x 2Yz'FLAT PAN 6"x274'FLAT PAN 0 z Fs- (ice*V �• 24°TRI-'V'PAN SPAN L.L- (PSF) P (IN.)� F110 J(P.B PH SPA C EI PH SFJ(P C EXP.B MPH EXP CSPAN (PSF) P(IN)T EXP.B PAN 110 PH EXP C EXP.B 120 PH EXP.0 E]lP.e SPAN 130 PHF�(P C (SPAN PSF) P(IN�T EXP.B PH SEXP C EXP,B PH SEXP.0 EXP.e PHEXP.0 IP F) P ON) EXP.B PH E%P.0 F]lP.e PH SEXP.0 FXP.B 130 PH EXP C SPAN O (" 10'3" 10'3' 10'3' 10'3' 10'-3' 10'3' 13'-9" 13'-9" 13'-9' ISO" 13'-9' 13•-9" 1T-6" 12'-0° 12'-6' IX-6" 12'-6' 12'-9, .020 14-7 74-T 14'-T 14'-11 14'1 14'-T 8 .018 .020(i) .020 1r-0" 7T-0' 11'-4' 71'-0" 10'-9' .... 9'-0" 8'-6" e'-T e'-1' 8•-2" T-5' 12'-0" 11'-1" 11'-2" 10'-7" 1g,_7• 9'-11" 10-10' 10,_1• 10,_3" g•_g" g•7^ g•.0• 73'-7" 13'-7" 13'-7° 13'-7. 13'-7° 13'-7" 5•-10. 15-10" 5•-10' 5'-10' S'-10• 5'-101 1r-3' 12'-3' 12'-3' 1T3' 12'3" 1T3" 15'-3" 15-3° 15'3" 15'-3' 15'-3" 15'-3" .024 .024 70 .D24 .024 12'-1" 11'-0" 11'-6' 10'-9" 10-100 10'-1' 10 14'-2' 13'-0' 13'-0' 12'-8" 72'-9" 12'-7" 10.4. 9'-2" 9 T 8'-7° 12'-T 12'3" 11'-i9" 12'-0" 11'-1' 10 10 15'-T 15'-7' 15'-7" 15'-7" 15'-T IT 18'-0' 18'-0' 18'-0' 18'-0" 18'-0' 18'-0' a a 14'3' 14'3' 14'-3" 14'3' 14'-3' 14'3' ITT 1T-7" 1T-7" 1T-T 1T-7" 1T-7° .032 "'- a .L .�--y9> .032 .032 14'-1' 13'-t" 13'-0" it-0' 12'-8" 12'-0' 032 1g,2• 15'-8' 1S5' 15'-0" 15'-T 14'-3" oN 12'-B" 17-1" 12•-1' 11'-2' 11'-3` 10'-8" 15'-6` 14'-s" 14'-9" 14'-0' 14'-1' 13'-3' iT-7" 1T-7" 1T-7" 1T-7" 1T-7' ITT 19'4" 19'-4" 19'3' 19'-4` 19'-0" 19'-4' g•-4• g'-q" g'.4' S'-0' 8'-4' 8'-4" 19'-T 19'-T 19•-T' 19'4' iB'-T 19'-7" .040 .040 .018 .040 15'-T 14'-10" 14-10' 14'-1" 14'-2' 13'-0" 1T-6" 16'-10" 1T-0' 16'-0" i6'-6" 15-0" � 17 T-9" T-5' T-5' T-2' T-2' g'-10" 1 T-T i 6'-B" 16'-9" 15'-9' i 6'-0" 15-0` "t 11'3' 11'-3" 11'3" 11'-3' 1T-3" 11'-3" 10•-2" 10'-2" 10'-2" 10'-2" 10'-2' 10'-2" 12'-1" iT-1" 12'-i" 12'-1" iT-1" 16'-d° o "o L 1 0 10'-1' 10'-1" 10'-1° 70'-1" .02D(i) .020 �0 n z O 20 .024 g•_1" g,_g" g,_g" a•-a' g'-6• 7,_11° ig'-10" 70'-4" 10'-3' 9'-9" 9'-10' 9'-5" o " e'-4" 8'-5' 8'-1' 8'-1' T-9" 10-1" 9-6° 9-fi" 9-0" 91 88" �a �` V .032 121' 92-1' 12-1' 1T-1" 1r-1' 12'-1" 024 1r-6" 12'-fi" 12'-fi" 12'-6° 12'-6" 12'-0" .024 11'-0" 11'-4" 11'-0" 11'-0' 1P-4" 11'�' .024 133" 13-3' 13'3' 13'-3" 13'3' 13'3' m0 '9 10'-9" 10'3' 10'3' 9'-8" 9'-9' 9'-9" 11'-2" 10'-9" 10'-9° 10'3" 19 4" 9'-10" 29 10'-i" 9'-8" 9'-9" 9'-3" 9'-5" B'-11" 2U 12-2 11'-8' 11'-B^ 19'-2' 11'3' 10-7" 2 x pTOF20 .018 7 3, 7 3• 7-3• 7_3• 7•-3 7.3" 14'-8° 14'-B" 14'-g' 14'$" 14'-g" 74'8° .032 13'-0" 13'-0" 13'-0° 13'-0" 13'-0' 13'-0' .032 1514 15'i 15•13 15'-6" 1513 15'-6' .032 11'-70" 11'-4" 11'-0' 10'-8' 14'-2" 13'-0' 13'-T 13'-0" 13'-1" 12'3' T-e" T-4" 7,-4• 7,_1• T-1° 6'-10^ 13'-3" 12'-9` 12'-9" 12'-0" 12'�' 11'-7" 8'-9' 8'-9° B'-9' 8'-9' 8'-9" a'-9' 153' 15-3" 16'-3" 16'-3' 15-3" 16'-3" 14'-6" 14'-6° 14%6" 14'-0' 14'-6' 14'-6' .040 16-8" 15-8' 16'-8' 18'-e" i6'-e" 18'-8" �a a+gdc-ae91�'L1 4 25 .024 .0ao .040 wkr s'3 a'a es 8'-1' e'-t' T-9" 75'-1" 14'-7" 4'-T 13'S' 4'-1" 3'-2" 13.6" 7T-10" 13'-0" 12'4" 12'6' 11'-t0" 15'-0° 15'-2' 15-2 14'-70" 74'-10" 14'-3" F F rER a5' 4' 11'-1' 11'-1" 11'-1" 11'-t' 11'-1' 11'-i' 9,_g�� 9,_g. 9'_g. 9_9. 9.9. 9_g. .D20 10-4" t0'-0" 10'd' 10'A" 10'-d" .032 9-8" 9'6` 9-6` g•-6` 9,_6,� 9''6` .02D(1) .020 1g•.g^ 10'-1^ tp•3^ 9•-8' 9'-9' 9'-0' ab V 10,-g. 10,_2„ 10._2. 9,_7. g.-g. g,_2. g,_79• 9•-3` 9'-5" 8,_11,� g,_g" g,-0" 8'-11" 8'-s" 8'3' T-10" m i ! 0f ° �• % 12'-0' 1T-0" 12'-0' 12'-0' 12'-0" 1T-0" 10'-4" 10'-0" 10'-4" 10'4" 10'-4" 19A, - - - O" "�� 11'-1' i'-i / 6'7' 6'_T 6'-T 6'-7- 6'-T 6'-7' .024 .024 .024 a L ; .018 71•-0^ 10'-7' i0'3' 10'-2" 10'-3" 9'-9" 9'-11' 9'-7" 9'-7" 9'-2" 9'-3" 8'-10' 12'-0' 11'-6° 11'-T 70'-10" T 3• T-V T 0" 6'9' 6'-10' 6"T 25 25 0 g'-3° 8'3" 8'-3' 83' 8.3" a-3° 25 ,032 13-2' t3'-2" 13'-2" 13'-2" 93'-2" 13'-2 .032 11'-4^ 11-4- 11'-4" 11'-4` 11'-0' 11'-4" .D32 121" 121" 12-1' 12-1" 12'-1' 12'-1" .024 11'-10" t1'-3" 11'-3" 10'S" 10'-70" 10'-0" 14'-1" 13'-7' 13•-8' 13'-1" 13'-2" • EXp: L 30 8`-3' B'-0" 8'-0' T-9" T-e' T-5^ 73'-7" 12'-T 12'-8" 12'-2" 12'3° 11'-8° Od:• City •`� 14'-2' 14'-2' 14'-2" 14'-2' 14'-2" 14'-2" 12'-3" 12'3" IZ-3 12'-3" 12'3' 1T-3' 13'-1" 13'-7" 13'-1" 13'-1" 13'-1' 13'-1" 8 9'-1• 9•-i" 9-1. VA. 9'-1. 9-1" .040 .040 .040 .032 15.0" 14'-4" 14'-2' 13'-7° 13'-8' 13'-0" 12'-9" 1T-0" 7r-3' 12'-4" 11'-9" 15'-0' 15'-1' 15'-T 14'3' 14'43" 14'-1' ry E 9'-10" 9'-6" 9'-6" 9'-1' 9'-2" 8'-10' m •/b•i$A 10'-6" 10'-6" 1"" 10'-6" 101-6" 10'-0" 9'-3" 9'-3" 9'-3- 9'-3' 9'•3" 9'-3" 8'-9" 9'-9" 9'-9" B'-9° 9'-9" 9'-9" .020(1) TABLE 1 -MULTI-SPAN REDUCTION FACTORS 9-2" 8'•9" 8-11. 8'-5' 8'-6" 8 T 02D 8'-5" a'-J" 8'-i° 7'-9° T-10" 7'-s° A20 g'-7' 9'-2" 9'-4' B'-19' o FOR ROOFPANELS __. _ 11'•3"-. 11'-3" 11'3" ii'•3' 11'-3" 11'3' .024 9-9 9-9 8-9 9 g 8 9' 9 9' _ -,024 10'-4" 7:,4 10'-4' 10'-4° 10'-0" _ 10'-4' <i 3 -_. ROOF LIVEISNOW LOAD.Pwf .02A 10'6" 10'1" 10'2" 9'T 9'8" 9'-2' 9'-1" 9'-2' B'-10" B'-17" 8'-4" 11'-4° 10'-9^ 11'-0" 10'4' 10'-0" 9'-11" 13 m ROOF PANELTYPE 30 30 90 11'-4" 1 i'-4' 11'A" 11'-0" 11'-4' ti'-4' �]a� 10 20 25 30 40 50 1r-6' ir-6" 12'E" 12'-6" 72'-6" 12'-e` .032 10 9' 10-9° 10'-9' 10•-9 10'-9' 10'-9' .032 0`? a.4 12"X3Yx'x0.020" - - 0.88 0.83 0.75 0.80 .032 13'-2" 12'-8' 13'-0" 12'-0' 12'-T 11'-00 O w r"fzpj_ 12'-6" 12'-1" 11'-10" 11'-0" 11'-13" 1T-1" II'-1" 10'-0" 10'-9" 10'-4" 10'-4" 10'-0° ¢ n eJ "• G/ 24"x2Yz"x0.018" 0.85 0.60 0.65 0.85 12'-3" 12'-3" 12'-3' 12'3" 1t-3" 12'3" GJ .•/ti _ _ 13'-4° 13'-4" 13'-0' 13'd" 13'-0° 13'-0° .D40 11'-7" 11'_T' 17-7" 11•T 17-7' 11-T ,040 dt�.,L'^• (P 24"x2Yz°x0.024" 0.9D 0.89 0.70 0.65 ,gq0 aQ. NO. 1749 `y j\D 24"x2Yz"x0.032° 0.90 0.86 - - - 14'-2" 13'-8" 13'-6" 13'-0" 13'-3" 1 T-6° 12'-T 12'-2" 12'-2" 1 T-8" 11'-9" 11'-3' 14'-9" 14'•6• 14'-T 14'-1' 14'-1" 13'-7" o q 9•-1. g'-1" 9'-1" 9•-1. 9•-1. 8'-0' 8'•4. a'-4" 8-4° 8-4" e-4- .020 9 0 9 0" 9 ' 8 ' 9 0' 8-0" NOTE 1:MULTI-SPAN REDUCTION FACTORS ARE .020(1) .ozo a Y 8'-3" 8'-1° a'-1" T-10" T-10" T-6" T-a" T-6" 7'4"' 7 3` T-2' 6'-11' 9'-1' e'-10• 8'-10" B'-7" e'-e" 8'-T q o� S ONLY APPLICABLE TO THOSE ROOF PANEL TYPES g'-8° 9'-fi^ s'-6" 9'-6" s'-s" CA4�I�BELL SHOWN IN TABLE 1. 10'3• 10'-3" 10'-3" 10'-3" 1D'3" 10'-T' 9'-0` 9'-0" 9'•0" 9'-0' 9'-0' g'-0 .024 °• .024 .024 10'-2" 91-10° 9'-10° 9'-7" 9'-B" 9'3" O 9'% •5° 9'-1" 9'-1" B'-10" 8'-10" 8'-7" 40 e'-5 8'-3" 8'3" e'-0" 8-1" 7.1 D' 40 S'fq�..F (P au g,8„ 9,9. g,_g. 9•_9• 9,_g. g,_g, i2•_i• a'-9' S0 1a'94 a'91- u'•1" �. 11'4' 11'-0° 71'-4" 11'-4' 11'-4" 11'-0" .D32 .032 c w .. .032 10'-2^ 9'-10. 9'-70" 9'-T 9'-7- g'•3' 10'-3° 70-1° 10'-7" 9'-10" 9'-10" 9'-8' m�'g m NOTE:PANEL FASTENERS 11'-3" 11'-1" 11'-0° 10'-T 10'-8' 10'-3" ARE SHOWN IN TABLES 1,2 AND 3,SHEET 12'-2" 1r-z" 17-2' 12'-2' 12'-2" 1T_2• 10'-T 10'-7" 10'-7" 10'-7" 10'-T 10'-7" tO4 11-2' 11-z" 71-2" 11-2° 11-2' 11-2 ww .04D '�0 13'•9" 13'-4' 13'-e° 13'-0" 13'-1° 12'-7` 12'-e" 72'-0' 12'-4° 12'-1° 72'-7" 11'-8' 11'-6° 11'-2" 11'-2" 10'-8" 70'-10" 10'-e" FOOTNOTE: "SAMPLE" .D20(1) a-2" 8'-2' 8'-2' 8'-2' 8'-2' 8'-2' ,020 T5" T-5' 7-5' 7-5' T-5' 7-5° a 3' 83" a 3° 6 3" 8 3" B 3" -��Fr--'�II� T1" T-1" T-1' e'-11" 6'-11' •5" 6.5" 6-3" 83" 6 1' 7 B° 7 7' 7-8' 75' T B" 7 2° FIGURE INDICATES L�1 9 2° 9 2" 9 2" 8 2" 9 T 9 2' 8 3' 8 3' B 3' B 3" 8 3' 8 3° 8 9° g B' 8.9" 8 9° 8 9' B 9"024 ATTACHED FIGURE INDICATES .024 g,0" 7'10' 7'10" 7'8" 7'B" 7'-6" T-4' T-3' 7'3" T-1" 7'-0" B'•71" 8'-8" 8'-T 8'-7" 8'-5" 8-0' B'-7' ac O 50 a8 FREESTANDING 10'-T 10'-T 10'•7" 10'•7' 10'-T 10'-7" 9'-1" 9'-1. 9'-1. 9'-1. 9'1. s'1• e'B" 9'e" 'a" 9'e' 9'-8• 9'•8'.032 T 9'-T 9'-7' 9'-387" 8'•6" 8'-5" 8'-4' 8'-3• 10-4 110'-3` 10'-1° 10'- "0'-4' 10-4" 10' '-0" 10'-4' 10'-0'1 V3' 11'3' 11'-3' 1V-3" 11'3' 11'3" 8'-B' 9'•9y ' ' 9'9" 9•-9" 9'-9` ,040 .040 11'-10' 11•-7' 11'-9" 11'-8" 11.6° l:V 2° 10'•10" 10'-7• 10'-8' 10'-0" 9'-70° 9'-B° 9'-B° 9'•5" 9'-7" g'-2` -__ ALUM\IAPMO 0195\2-28-14\2-28-14 A t.dwg,311 5201 4 1 1:46:08 PM,Tablold MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS taNAkt TABLE 1 TABLE 2 TABLE 3 ; v N�iy (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH " 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS Ij h o (_ NUMBER OF N0.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS NUMBER OF NO.14 TEK OR SMS SCREWS < a<F PER FOOT OF BEAM LENGTH <= PER FOOT OF WALL HANGER AND BEAM LENGTH Exp•ow., ' o F F PER FOOT OF BEAM LENGTH �° o d 110 MPH 120 MPH 130 MPH R 110 MPH 120 MPH 130 MPH ¢.�E 110 MPH 120 MPH 130 MPH a 3 EXP. B I EXP. C I EXP. B EXP. C EXP. B I EXP. C ~ EXP. B EXP. C EXP. B I EXP. C EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C 5 1 1 1 2 1 2 1 2 —1--2 2 2 5' 1 1 1 1 1 1 1 2 1 2 1 2 5' 1 1 1 1 1 1 1 1 1 1 1 1 O W 6' 1 1 1 2 2 2 1 1 1 1 1 6, 1 1 1 1 1 1 0 2 2 2 2 2 3 6' 1 2 2 2 2 2 2 1 1 1 1 1 1 �,i- 1 1 2 2 1 2 1 2 1 2 2 2 2 1 1 1 1 1 1 1 2 c,� >G` ' 'iF. 2 2 2 3 3 3 2 2 2 7' 1 1 1 1 1 2 8' 1 2 2 2 2 2 1 1 2 2 2 2 .4 2 2 2 3 3 3 8 2 2 2 2 3 3 8 1 1 1 1 1 1 1 2 1 1 1 2 a s o g 2 2 2 2 2 2 1 2 2 2 2 2 9' 1 1 1 1 1 1 'o yrE OF `oP wv 2 3 3 3 3 4 9 2 2 2 3 3 3 1 1 1 2 2 2 93 t. CP��� 10 2 2 2 3 2 3 2 3 2 3 3 4 10' 1 2 2 2 2 2 2 3 2 3 2 3 10 1 1 1 2 1 2 1 2 1 2 1 2 o N 11' 2 2 2 2 2 3 11 2 2 2 2 2 3 1 1 1 1 1 2 _ 3 3 3 4 4 4 2 3 3 3 3 3 11 1 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 12 3 3 3 4 4 5 12' 2 3 3 3 2 4 12' 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 3 3 Q' c v L 13 3 4 4 4 4 5 13 2 3 3 3 3 4 13 1 2 1 2 1 2 1 2 1 2 2 2 w a owg Eat: :fir FOOTNOTE: "SAMPLE" sLL ®tf..".e CI I O b FIGURE INDICATES ATTACHED i "mo FIGURE INDICATES FREESTANDING EI T r E GI m FAN BEAM .. �� w6g CC" ISo.B -141r 202 %L• FAN BEAM(19'-0"MAX SPAN) T' M, Y r_2, j a'a C.4PJ; "BELL JW2112" M FAN BEAM O D z 0��0 HEADER man;; r, z CEILING FAN AND/ T=.075" 2 v2 OR LIGHT FIXTURE TYP. 212 X (MAX. 30 Ibs. ) . UJ w'w .. >aom #14 x 3 1/2"S.D.S.SCREW #12 S.D.S. SCREW Z !o AT BEAM AT HANGER CHANNEL FAN BEAM ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL NOTE 1:WHERE MULTIPLE SPANS OCCUR,MULTIPLY - LL TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN u O IN TABLE 1,SHEET T-1. E a w w x m Jsem\dell\Documents\DURALUM\IAPMO 0195\2-28-14\2-28-14 A 1.dwg,311 5201 4 11:48:15 PM,Tabloid RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C z_°w0 3"x 8"RAFTER w 2"X 6 10 RAFTER z w DBL. 2"x 6 1/2" RAFTER a OZ tiw 110MPH 120MPH 130MPH ^T• ¢ 110 MPH 120 MPH 130 MPH L,L, "7 a 11O MPH 120 MPH 130 MPH L.L. "T" a o (IN.) m o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PS (IN.) m 0 EXp•B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) do EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 z w 29'8" 29'-6• 29'-8" 28'-9" 29'-3" 26'3" 16" 16'-0' 15'-10" 16'-0" 15'-0" 15'-9" 13'-8" 22'-0" 22'-4" 22'-6" 21'-1" 22'-2" 19'-2" w J ggf � 16" 16" 19'-10" 19'-10• 19'-10" 19'-10" 1s-1o• 1s'4• 10 .042 26'_r 26'3" 26'-3" 26'-3" 26'-3" 25'-7" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2' 13'-9" 024 Ogg = 24'-2" 24'-1' 24'-2" 23'6" 24'-0" 21'-6° 13'-1" 13'-0" 13'-1" 12'-3° 12'-10" 11'-2' 24^ 18'4" 18'3' 16'�" 17'-3" 18'-2" 15'8' 24" y w o 21'S" 21' 6' 21'-6" 21'6" 21'6" 21'-0" 24" 11'-7" 11'-7- 11'-T 11•-7" 11'-7° 11'-3• 16'-3' 16'-3" 16'3" 16'3" 16'3' S'-10" r w : 23'-0' 23'-0" 23'-0" 23'-0" 23'-0" 22'-9" 20'-3" 20'-2" 20'3" 19'-B" 20'-1" 18'-2" 76" 28'-T 28'6" 26'-7" 27'-9" 28'3' 25'-T w 0 03 (! * 20 .042 76" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10' 16° 18'-0" 18'-0" 18'-0" 18'-0" 18'-0° 17'-7° 253" 25'-3" 25'-3" 25'-3" 25'3' 24'3" m w FXF" 10 .032 10 .032 18'-9' 18'-9' 18'-9" 18'-9" 18'-9' 18'-9' 24" 16'-7" 16'6' 16'-7" 16'-1" 16' 4° 14'-10" 24" 23'4" 23'3' 23'-4" 22'-B" 23'-1' 0'-10" 600 24" 10° 1T-10° 17'-10" 17'-10" 17'-1D" 1T-10" 14 8" 14'-8" 14'-8" 14 8" 14 8" 14 4" 20'8' 20'8" 20' 8" 20'-8" 20'8' 20'-2" o 16' 19'8' 19'8" 19' 8' 19'3" 19'-8" 19'-8' 16" 24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2' 34'-T 34' 4" 34'-7" 33'-7" 34'-2' 32'8" ~ w 25 21'6" 21'-6' 21-6" 21'-2" 21'3" 20'-B" 21'-9" 21' 9' 21'-9" 21'-9" 21'-9" 21'-2" 16 30' 8" 30'-8" 30'-8" 30' 042 16'-1" 16'-1' 16'-1" 16'-1" 1W-1" 16'-1" 042 24" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 042 24" 28'-2" 28'-1" 28'-2" 27'-4" 7'-10" 26'-8" 24" 1T-Tgr-7" 17'-T' 17' 4" 17'6" 16'-10" 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3• 25- 25'-1" 25'-1" 251' 25'-1" 24' 4"16" 8 18'-1' 18'-1" 16'-1• 18•-1' 16" 12'4' 12' 4' 12' 4" 12'4" 12' 4" 12' 4" 17'4" 17'4" 17'4" 17' 4" 17'4' 1 T-3"RL EM 30 .042 19'-1" 9'-1" 19'-1" 19•-1" 19•-1" 19'-1" 024 11•-9" 11,_9" 11'-9" 11'-9" 11'-9" 11'-9" 16" 16'-7" 16'-T 16'-7" 16'-T' 16'-T 16'-T a OAS �N'�O '/✓rn 24" 13'-9' 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" r24" 10'_2" 10'_2" 10'-2" 10'_2" 10'-2" 10'_1^ 024 14'2" 14_2• 14,_2„ 14,_2" 14,_2" 14'_2^ O2 fi 9'-8" 9'8" 9'8" 9'-8" 9'-B" 9'-B" 24" 13'-T 13'-T 13'-7" 13'-7" �. 15'-T 15'-7- 15'-7° 15'-7" 15'-T 15'-7" o 2 16" 15'-10" 5'-10' 15'-10" 15'-10" 15'-10" 15'-10" 16„ 15'-8" 15-8" 15'-8" 15'-8" 15'-8" 15'-8" 16" 22'-1" 22'-1' 22'-1" 22'-1° 22'-1' 22'-0" 80 16'-B" 16'-8" 16'-8" 16'-8° 16'-8" 16'-8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 21'-1' 21'-1" 21'-1" 21'-1" 21'-1' 21'-1" o v v 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" 12'-9" 20 .032 24" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-0" oy o � 9j� \_4� 13'-8" 13'-8" 13'-8" 13'8" 12'-3" 12,_3" 12.3" 12,_3^ 12'-"3 12'-3" 17.3• 17'-3" 17'-3" 17'-3" 17'3" 1 T-3" >$ 2195CiP'`Ve 16" 13'4' 13' 4' 13'4" 13'4" 13' 4" 13'11• 16„ 19'-0" 19'-0" 19'-0" 19'-0° 19'-0" 18'-10° 16„ 26'-B" 26'8" 26'-8" 26' 8" 26' 8" 26'-T J 50 15'0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 18'-1" 18'-1" 18'-1" 16'-1" 18'-1° 18'-1" 25'6" 25'-0" 25'-6" 25'-6" 25'6" 25'-6" .042 10'-3" 10'3" 10'3" 1W-3" 10'-3" 10'-3" .042 24" 15'-6" 15•-6" 15'-6" 15'-6" 15'-6" 15'-6' .042 24" 1' 10" 1'-10" 1'-10" 21'-10" 21'-10' 21'-9' 24" 11•-2" 11•-2" 11'-2" 11'-2" 11'-2" 1T-2" 14'-9' 14'-9" 14'-9" 14'-9" 14'-9" 14'-9" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10' 20'-10" ow Y> s k 16„ 10'-7' 10'-7" 10'-7" 10'-7" 10'-T 10'-7" 16„ 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" 15'-10" U Q 11'-7" 11'-7" 11'-7" 11'-6" 11'-6" 11'-2' .024 16'-3" 16'-3" 16'-34 16'-1" a`w'o �S`•', • ., 4€x,try, .024 13'4" 13'-4" 13'-4" 13'-2" 13'-3" 12,_9" h ` P4" 8-1" 8-1" 8-1" 8-1° 8-1 24" S oaT . Ela o 9'-0" 9'6" 9' 6" 9'-6" 9'6" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" �= mr isA' t Z a.0ar 14'4" 14' 4" 14'4" 14' 4" 14'4" 14'�' 16" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2' 20'-2" W . m.', P. 16" 14'-9" 14'-9" 14'-9" 14'-6" 14'-T 14 T 25 .032 20'-9" 20-9" 20-9" 20-6" 20'-7" 19'-10 13 EZ 6.0^ 25 .032 E$ '. Civi 6s 0.aza< 6.S 24. 11'-1' 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 24" 16'-T 16'-T 16'-T 16'-7" 16'-7" 16'-T N E �.� 0.024 0.03r 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-T 1T-0" 1T-0" 1T-0" 16'-8" 16'-9" 16'-3" m B'e 0.032' 0.04r o.04r 16„ 17'-4" 1 T-4" 17'-4" 17'4" 17 4" 1 T 4" 16" 24'-6" 24'-6" 24'-6" 24'-6" 24'-0' 24'-6" - • 25 1" 25' 1" 25. 1' ti d . 2 25'-1" 25' 1' 25. 1" w 17-9" 1 T-9" 1 T-9" 1 T T 1 T 8" 1 T-1" 2 z .042 .042 22 24" 13'-3' 13'-3" 13'3" 13' 1" 13'-3' 13'-3" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" �F 14'-4" 14'-6" 14'-0" 24" 20' 6" 20'6" 20•-6" F---2.0'tX�2.0"�i 2>5 tdAL E�yci * 2"x6.5" RAFTER *DBL 2"x6.5" RAFTERS FOOTNOTE: "SAMPLE" w n¢ y5,• ,. .. ...,-.,y * 3"x8 RAFTER ALUM.ALLOY 3004-H36 OR ALUM.ALLOY 30044136 ALUM.ALLOY 30044136 OR FIGURE INDICATES O-�a" EQUAL OR EQUAL EQUAL ATTACHED FIGURE INDICATES < 6 m a" * NOTE:SINGLE RAFTERS SPACED 16.O.C.MAY BE USED AT FREESTANDING 5 THO A RAY ' 32'O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED D pBE 24°O.C.MAYBE USED AT 48'O.C.WHEN DOUBLED. PROJECTION 0 SPAN i STq •'FP� TRIBUTARY WIDTH TABLE CLEAR SPAN (Fr.) D.H. w-w.. om O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 5 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 03° rc 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY TRIBUTARY= h WIDTH 1/2 SPAN+O.H. 2' 5 6 6 7 7 B 8 9 9 10 10 11 11 12 12 13 0C 1 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 / ` O 4 9 9 10 10 11 11 12 12 13 13 14 14 15 11 _ w 5. _ _ _ _ _ 11 11 12 12 13 13 14 14 15 15 16 " ;. NOTE:TRIBUTARY ON MULTIPLE SPANS IS y EQUAL TO CENTER SPAN TO CENTER SPAN „-","w"mO0wme01e10Up.ALUM'APMO 019512-23-1412-26-14 A 1.dwg,3115201411:4923 PM,TebbM RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C v 2"X 6 1/2" RAFTER i DBL. 2"x 6 1/2" RAFTER "T" a. 110 MPH 120 MPH 130 MPH L.L= "T" a 110 MPH 120 MPH 130 MPH \ (PSF) (IN.) w o EXP. B EXP C ST " .0 EXP.B EXP.0 (FSF) (IN.) N o EXP.8 EXP,C EXP.8 EXP.0 EXP. B EXP.0 pli 9'_9„ 9'-9 , 9,_9„ 9. -9" 14,_8„ 14'_8„ 14'-8" 14'-8" 14,_8, 14'-8" I p... . . ! 16" o15 " L 024 10'-3" 10 3" 0'3" 10'-3" 10'-3" 024 14'-6' 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" 0 d5 C� •i _ m NA7 G :: 24 T-6" T-6" " 15 T-6" T_6„ 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" z �M ^ .0 1 g_g" g•_g• '-6" S'-6" 8'-6" 24 11'-10 11'-10" 11'-10" 11'-IV 11'-10" 11'-10" w ao 16 12'_6" 12'-6" „ 12'-6" 12'-6" 18'-7" 18'-7" 18'-7" 18'-7" 18'-7" 18'-7" ap9 13'_1" '-1" 13'-1" 13'-1" 30 032 16 18 4" 18'-4" 18'4" 18'_4" 78' 4" 1S'4" < U 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 24„ 15'-3„ 15'-3" 15•-3" 15'-3" 15'-3" 15 Y o 24" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15'-1" It NAL 16„ 16'-0" 16'-D" 16'-0" 16'-0" 16' _T -0" 16' ' 16" 22'-7" 22'-7" 22'-7" 22' , 22'-7" 22'-7" G \GEN,13- %rL .042 15'-9" -9" 15'-9" 15'-9" 15'-9" 042 22'-2" 22_2" 22,-2" 22'-2" 22'-2" 22_2„ Q � 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" w 4 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" a 16" 16„ I I i I 1 I $o 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" $ d 024 .024 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" m N Q�v 24" 6'_2„ 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 9'-10" 9'-10" 9'-1 D" 9'-111 0" 9' 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 24 10'-4" 10'4" 10'4" 10' 4" 10' 4" 10' 4")5' )° CPS 10'-10" 10'-10" 10'-10" 10'-10" 10'-1D" 10'-10" 16' 4" E12'-6" 16' 4" 16'4" 16'-4" 16'-4" 7 16" 16" i 40 .032 11'-61, 11'-6" 11'-6" 110W 11'-6" 11'-6" 40 032 16'-1" 16'-1" 16'-1" 16'-1" 16'_V o m aft 24„ 8'-3" 8,_3„ 8'4' 8'-3" 8'-3" 8'-3" 24„ 12'-6" 12'-6" 12'-6" 12,_ „ 12'-6" wINvGRSU 9'4" 9' 4" 9'4" 9'-4" 9'4" 9'4" 13,_2„ 13'-2" 13'-2" 13' 2" 13'-2"-S. 16„ 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9.119'-9" 19'-9" 19'-9" 19'-9" MA I. °A� ¢ 042 13.9" 13'-9" 13'-9" 1 T-9" 13'_9" 13'-9" 16" 19'-4" 19'-4" 19'-4" 19'4" 19'-4" 19'-4" a a ul L .O 24" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 042 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" o w rA . Z 11'-3" 91'-3" 11'-3" 11'-3" 11'-3" 91'-3" 24" " 15'-10" 15'-10" 15'-10 15'-10" 15'-10" 15'-10" y E 16" T- 7'-3" T-3" T-3 96„ 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" a U a O EXp. 3" " T-3" T-3" C VI aka 024 8'-2 82" 82„ 82„ 62" 8'-2" 024 11'-4" 11'_4„ 11'-4" 11'4" 11'4" a 24" 5'-2" V-2" 5'-2" 5'-2" 5'-2" 5'-2"�• 24" 8'-3" 8'-3" 8'_3" 8'-3" 8'-3" 8'-3" 16 9,_9„ 9'_9" 9,_9„ 9'_9„ 9,_9„ 9,_9„ 16" W14'-8" 14'-8"8" 14,_8„ 14'_8" 14'-8" 14'-8"10'-3°' 103" 10'-3" 103" 103" 10'-3" '-6" 14'-6 14'-6" 14'-6"50 .032 50 .03224" 7 0 7 0 7-0 7-0 7'-0" 7'-0" " 11'-3" 1 V-3" 11'-3" 1 V-3" m 4., 8,4„ 8'_4" 8,�„ 8.4" 8,�., 24° '-10" 11'-10" 11'-10" 11'-10"16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" " 17'-9" 17'-9" 17'-9" 17'-9"16„ 042 12'-6" 12'-6" 12'-6" 12--6" 12'-6" 12'-6" 042 -6" 17_6„ 1 T-6" 17 6" 17,_6" w F t� 9'-0. 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" 13'-7" y u<A Etta. 17nt 202 t� 24" 24„ y o^�•• 10'-2" 10'-2" 10'-2" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" rr°� • T QMA IRAY FOOTNOTE: "SAMPLE" a n FIGURE INDICATES •S�•., •�• ATTACHED—Ilfy��I qT....F jP —a FIGURE INDICATES FREESTANDING w K w Za ui'w m SOm Z � w 6 U N Mir m O V_ 0 O � tD G W W N Users\delNbommenfs\DURALUM\IAPMO 01952-23-142-2&14 A i.dwg,3/151201411:51-,41 PM,Tabloid HEADER BEAM TYPES 1.Sr GUTTER U EXT.CUP 1.00" I--- x c , I 0.375 w SPLICE I U z T�.12S U o G WHERE WHLERE OCCURS-� D.1TMP. 3.0" U� �Te F w 1 SPLICE OCCURS \V' G / r WHERE93.(1 2. fi.65fi 7.P UD 4.6 p2B• 0.048"OCCURS0.73' 4.0' TYP. 0.110• w U o.070' oofis TYR ..a Yl O.O7S .0' TW. 7yp, I -� iExp Vim" TYP. .036' 2. ' 1 L____---____� 0.375' 0 0 3" SQ. STEEL BEAM � <2.93' 3.0' q.OD• ASTM A653 GRADE 40 1.Ts o a 6.5" ROLLFORM a.0 MAG BEAM GUTTER FASCIA 4" I-BEAM 4.5' MAG GUTTER 7" 1-BEAM U A ALUM.ALLOY B ALUM.ALLOY C ALUM.ALLOY D ALUM.ALLOY . 25" F ALUM-ALLOY6063-T6 6063-T6 3004-H36 6063-T6 6063-T6 G W/ 1 "C" SPLICE ALUM.ALLOY 6063-T6 h x 1 a� o T=120R W/ (2) "C" SPLICES 14 GA. H - J1j ��Q V 7.8 5' GAS1WRADE 50 ALUM.ALLOY 6063-T6 S qTE of e� O NOTE: a �q$ 1. 0 p 042.1 6.5" WHERE'C'SPLICE OCCURS AS SHOWN IN o 3 0R 8.0' 8.0' SPAN TABLES, IT SHALL BE INSTALLED THE o FULL LENGTH OF THE 7"I-BEAM. =i -­'gW`D1N)QA 0.042 0.042• i, E R sN TIP. TYR O.szs (h 2.87s I I I I O� .° -('G. E�1 A •ml'•• iO'�i�-- C „63 P p ` L j F-�L "" 3"x8"x0.042" BEAM w z DBL. 2"x6.5"x0.042" E I I I I W/ 14 GA. STL. INSERT <� ALUM.ALLOY 3004-H36 4--3.0"-..� I-�3.0• 40•------4�3.D'�-I M w uO I'. •�Q OR EQUAL MAX ASTM GRADE 50 w o d '•.•. DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM � `I ALUM.ALLOY 3004-H36 K ALUM.ALLOY 3004-H36 L ALUM.ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL OR EQUAL N ASTM GRADE 50 NOTE:WHERE 12 AND 14 GA STEEL INSERTS 8 OCCUR AS SHOWN IN THE SPAN TABLES, n E THEY SHALL BE INSTALLED THE FULL LENGTH m � e OFTHE3"x8"BEAM. 1j �4ef'�T y ^, T=12 OR LL m ��.;.•' •.Vtn 14 GA. COLUMN / POST TYPES NOTE(1)-COLUMN/POST HEIGHT LIMITED TO10'-0"MAXIMUM. OF 5-2202 :� ASTM Z. No. 97 :� GRADE 50 W,E m 4L. 8.P u O A AY G =3"SQ.xt=0.188"(1) c o T 2 iPBE T�iPr ) ) =3"SQ.xt=0.250"(1) >a w S CA 0.024' o E 0.032' Urn- PZ 0.042' =3"SQ.xt=0.313"(1) o 5 a T91E•.IF Pvsnc =4"SQ.xt=0.188" coos I II -1 F-� PLUGS � w I-- a.0• I I s.s =4"SQ.xt=0.250" MAX 3.0' .040'ALUM. ? .048"STEEL #10 SMS DBL. 3"x8"x0.042" BEAM co?2 W/ DBL. 14 GA. STL. INSERT :A�4'0.c SIDE z w O 3.0' ;FQm ALUM-ALLOY 3D04-H36 se <�Ew OR EQUAL 3.0' °Typ• 4.0•OR A a y rc 3.0' DBL. 3"x8"x0.042" BEAM ALUM I r�30� 2.m 3.D z.o P W/ DBL. 12 GA. STL. INSERT I -1 ALUM.ALLOY 3004-H36 I 3.0'--I C 3"SQ.ALUM. POST 3" SQ. ALUM. POST � -3.0'� E OTE: 70PAND OR EQUAL p 3"SQ.ALUM POST 1 ALUM.ALLOY 3004-H36 WITH SIDEPLATES MAG POST 3.0•oR4.a 5 W ACH HEADER 8 S SHALL BE CUT AT NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS p ( D E SQ. STEEL POST w OTTOM FLANGECOLUMN WHERE 3 SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED ALUM.ALLOY 3004-H36 c 3" SQ. STEEL POST ALUM.ALLOY 3004-H36 ALUM.ALLOY of AGH INTERIOR R MORE COLUMS OCCUR.DO NOT THE FULL LENGTH OF THE 3'x8"BEAM. c ASTM A500 GR.B(Fr46ks1) OR EQUAL 6063-T6 ASTM A500 GRADE B :UT FLANGES AT END COLUMNS. ,.,\deIND0WWen,,DU8ALUM0APMO 01 9 512-2 8-1 412-2 8-1 4 A 1.dw0,3/1 5201 4 11 53:33 PM,Tabloid EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS �ff NOTE: QN/'Y c A34 FRAMING ANGLE 3Wt6'STEEL NOTE:BRACKET CAN BE LOCATED `H 1.EXISTING ROOF OVERHANG DESIGN LOADS: SEETABLE2 DL=2. 3 NfpA[NjER ALLOWABLE R ENDING B30.40, Soper psi. 8' O 114•0 HOLES,TYP. ANYWHERE ON EAVE. L+q°R♦1 -Y 12WOTE PROVIDE WATER i FASTENERS,SEE TABLE 2 0 TIP.BRACKET PROTECTION,METAL FLASHING AT EVERY 2., CAUCK JOINTSAND SLOPE Z B R.F.OR EXT.HANGER g o _ - CHANNEL,2X OR 3X o TO DRAIN vi 7 ~ C3 •� RAFTER BRACKET LEDGER OR WALL HANGER o EXISTING EAVE AHlT420=;- SEAM WITH FASTENERS PERTAI ES 2x WOOD STUD, OVERHANG SEE TABLE 1ig EXP. 1 MASONRY OR 1 1/4' (24'MAX) 2W OR2x8 LEDGER W f w ` t•MIN. CONCRFTE�QIAL[ 22 1 ALUM. PANEL 2X OR cir3x ALUM.RAFTER EXIST.RAFTERS AT 3 RAFTER ti o 24'O.C.AT ROOF J— (3)414X312•W. m n EXIST.FASCIA BOARD OVERHANG m 1'MIN. ,� u ALLOWABLE PROW. EXISTING EAV 'r— U _ TO BEAM OVERHANG SEE TABLE 1 (24'MAX) NOTE:BETWEEN FLEX•OR SIMILAR 7 NOTE:BRACKET MAYBE E J 30 0 3 MATERIAL BETWEEN BRACKET AND COMP. 1-g 2 S\ONq(-Ejy SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW RAFTER a �I< �GEN&EDG'�� EAVE CONNECTION WALL CONNECTION W/SAME CONNECTIONS. O NOTE:WALL LEDGER IS NOMINAL LUMBER SIZE 2 x6'(AT 2 x6 X- ALTERNATE EAVE CONNECTION MINIMUM RAFTERS),NOMINAL 2•x8'(AT 3'x8'MINIMUM RAFTERS) NOTE THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS 4 OR KILN-DRY WOOD-FILLED 2 x6)i'OR 3"x8"ALUMINUM SECTIONS. WITH A 10 PSI MAXIMUM DESIGN LOAD. o TABLE 1 9 TABLE 4 ANCHORS INSTALLED a TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL O� 7F OF\� Qg� OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG INTO CONCRETE WALL o m EXISTING WITH 6-INCH MIN.THICKNESS q$ ) CPM FRAMING MEMBER MAXIMUM PROJECTION a o WIND SPEED (A)-PALLOW(F7)SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE ' COVER AT ROOF (MPH)AND EXPOSURE (B)-PALLOW(F1)(2)SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB "_ L.L. OVERHANG 110, B 110,C 120, B 120, C 130,B 130,C FULL LENGTH OF RAFTER TAIL L.L. OF FASTENERS �� %'Ox1 ys'POWERS WEDGE BOLT- p del' tIEEP 2"x 4"FULL 26'-0" 26'-0" 26'-O" 25'-2" 25'4" 20'-7" Q= 10#L.L. 20#L.L. 25#L.L. 30#L.L. 40#L.L. 50#L.L. 10 STA STAINLESS PO STEEL AT WEDGE s �,; " •.,°r4r,¢4np�. 2"X6" N6TCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-0" 21'-2" jo WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED �h�°°'•�� " O�"W' 2"x6"FULL OR m (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C o : CY,..0,. 10 zs'-0" zs'-0^ 2s'-0" 2s'-0" zs'-0" zs'_D ) (EXP.B&C) (EXP.B&C) 20 WO x 1 V O STEEL AT WEDGE BOLT- J e Q 2"x8"NOTCHED 110 120 130 110 120 130 110 120 130 110 120 13D 110 120 130 110 120 130 2"x8"FULL OR 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) a'a 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0' 26'-0" ss'Ox1}a•POWERSWEDGEBOLT- rco �kTf. STAINLESS STEEL AT 12"O.C. a °. CE '® 6 (q) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 25 w00 o " 2"x 4°FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7 " b 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0' 26'-0" 26'-0" T (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 s/•0z 1$'POWERS WEDGE BOLT- i i 1tk 20 2"x6" FULL OR 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (q) (q) (g) (g) (g) (g) (g) (g) STAINLESS STEEL AT 12.O.C. z[Di 2"x8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 9, (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 2"x8"FULL OR 6'-0 40 %"STAINLESS 9TWFRS WED CEBOLT- 2"x10" NOTCHED 2 " 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) E 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) WO 1 X'POWERS WEDGE BOLT- > m E .JAL 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0' 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 STAINLESS STEEL AT 8'O.C. LL " ; 25 2"x6"FULL OR 6-11 11 �^ c� 2"x8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 d a No. 741 2202 :A TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER `�? " 2"x8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR ROOF PANEL RAIL TO EXISTING WOOD STUD WALL FRAMING w 1 V T •P; IRAY 2"x10"NOTCHED o CAMP8 2"x 4"FULL 16'-0" 16'-0" 1&-0" 1T-0" 16'-0" 16'-0" woo ' 2"x 6"NOTCHED 10'-10" 10'-10" 10 10. 9'-2" 9'-3" - D��g ``.. `Z` - a METER LAG SCREW qpF F�(P 30 2"x6"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0' 26'-0" (F)-V DIAMETER LAG SCREW o v 2"x8" NOTCHED m 2"x8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" a= 10#L.L. 20#L.L. 25#L.L. 309 L.L. 40#L.L. 50#L.L. 2"x10" NOTCHED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED u m 3 (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C 2"x 4"FULL 11'-7" 11'-7" 1 V-7" 11'-7" 11'-7" 11'-7" ) (EXP.e&C) (EXP.B&C) 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 ?� 2"x 6"NOTCHED 15'6" 15' 6° 15'6" 15'6" 15'6' 15'-6" u -u _. 2"x6" FULL OR 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) ' °m 40 2"x8"NOTCHED 19'-6" 19'-6" 19'-6" 19'-6" 19'-6' 19'-6" i 9 j 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) lwwg s 2"x8"FULL CH 26'-0" 26'-0" 26'-W 26'-0" 26'-0' 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) 2"x10" NOTCHED 2"x 4"FULL 8'-11- 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) m 2"x 6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-9" 12'-1' 12'-1" 9' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (E) (E) (E) 'o 0 50 2"x6"FULL OR 15'-3" 15'-3" 16-3. 15'-3" 15',3' 15'-3" 10' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) (E) (E) (E) m 2 x8"NOTCHED `< w i 8" FULL OR 11' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) (E) (E) (E) N 2"x10" NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9' 20'-9" 12' (C) (C) (C) (C) I (C) I (C) (C) (C) (C) (D) (D) (D) I (E) (E) (E) (E) (E) (E) JsemldelNDowmenls%DURALUMUAPMO 019512-28-1412-2B&14 A 1.dwg,3N5201411S9:05 PM,Tabloid HANGER CHANNELS AND MOUNTING BRACKETS 52741S' ASTENERS, T=.060"TYP.--1�—— a " - E SHEET w j zz ,�C� • �� '�+ FASTENERS, .078 w 1.50' W SEE SHEETS .300" '6 ' ALUM.3004-H36 -06 " N 25•R 63 • 05 3 a FASTENERS--. o 6• FASTENERS,1 5 " .01(2) DA_ O SEE SHEETS af� '.°i11/ }=0.04" _ _ (2) �75'�'1?• m o .563" .281' .200 3' J wo CONTINUOUS A-RAILROOF PANEL (WHERE OCCURS)FASTENERS aC6 SEE SHEET 8 m JFASTENERS, FASTENERS, ° ¢- ALUM.ALLOY r1.880 SEE SHEET 4 SEE SHEET 8 6063-T6 ALUM. ALLOY f 1.T5" ALUM-ALLOY 63-T6 AL 6063-TOY 6063-T6 g 6063-T6 ROLLFORMED EXTRUDED D OA OB HANGER O I.R. HANGER WALL CONNECTION O "H" BRACKET HANGER 1 NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf 1 1/2° 10#L.L:(2)#14 SMS EA.SIDE Tq OF to Q MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED a0#,50#L.L.(aria SMS Ea SIDE SIDE O �QS AT ROOF LOADS EXCEEDING 30 psf. n N �S I. (3)Yi'O LAG SCREWS - ---------- _ 3/4"OR 1 1/2"#14 SDS 03 �y6RS+T 3 PER SIDE 2"x61/2"OR •��¢ •�.,5•I.••'��0/i ¢ 1• i 5"MIN. RAFTER UM. .n Z F 3• — 3/4"OR 1 1/2" m: :m - - --------- 3 , W :° E%p= .'ate X U-BRACKET doo? O HIV ..•-a0 W 3" EXISTING WOOD STUD FRAMING da oy k 8 � awZ 11 aLLm 2 EACH 1/4'0 x 3-1/2'LAG SCREWS L.L=10 psf 3"x8"ALUM. 3"X8"ALUM. 2 EACH 1/2'0 x 3-1/2'LAG SCREWS L.L.=20,25 AND 30 psf zx' RAFTER HEADER 2 EACH 5/8'0 x 3-12'LAG SCREWS L.L.=40 AND 50 psf (2-MIN.PENETRATION INTO EXISTING WOOD STUD) PENETRATION BRACKET E NOTE:USE LEDGER WHERE RAFTER SPACING E 3,IRL NOTE: LENGTH OF LAG SCREW SHALL PROVIDE EXCEEDS EXISTING STUD SPACING > " THREADED PORTION OF SHANK COMPLETE m Q:• ;Fm PENETRATION INTO EXISTING CORNER STUD. SEE TABLE z,SHEET e U • No.6 177a1 2202 ;p ¢Z�N HEADER BRACKET C2 RAFTER TO WALL CONNECTION TY P>t Y >o` - fiAJlrBE 1 1/2'OR 2'LATTICE #8 SPA MS #8 S.M.S.EACH SIDE tP'• I ALTERNATE 12 EXISTING DBL.3"X8"X.D42 BEAM o R BLE RAFTER- LATTICE1 I/2'OR 2' SHEATHING ALUMINUM MEMBER WITH OR DBL.2"X6.5'X.032°BEAM Tq• U`P BOLT CONNECTIONPLAN 2 ALUMINUM M O J�a N O Qae WOOD FILL OR ¢¢]n NATE: m .M.S.EACH ¢ �, 2X6'NOMINAL LEDGER d m m R TO COL 3 (NEW OR EXISTING) o ECT.(&TOT.) w io oI 2"x6.5°OR 3"x8'RAFTER �+ ALTERNATE:1/2"BOLT °w z. 7' w'T ALTERNATE: n s (2)SIMPSON SO525600m zo 0;12 #14 S.M.S.EACH RAFTER 1• TO COLUMN CONNECTION 5/8'0 ACCESS HOLES4TOTAL INSTALL 6-#14 X'/' o o�n3'x 3'STL.POST(24' ERNATE: ( ) 3"SQ.POST LONG SDS G° EACH INSERT ATTACHED ORx6.. OR - ALTERNATE: HEADER TO COLUMN 3'x 3'STL.POST COLUMN 'k8'HEADER (2)-2X6.5"OR(2}Yx8"HEADER !a EXISTING (12 FASTENERS PER FOR FREESTANDING 1'STUCCOOREQUAL CONNECTION) 2'BOLT ALTERNATE:3'x3'XD.024' (1)-12'BOLT OR 2.5'PENE.INTO EACH WOOD STUD iO 2x . EPLATE CONNECTOR (2}#14 S.M.S.EACH RAFTER In EXIST. STUCCO / LEDGER DOUBLE HEADER TO = DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O ATTACHMENT DETAIL O6 COLUMN DETAIL O7 .___.a"mnncumenl5\DURALUMIIAPMO 01 9 512-2 8-1 4\2-2&14 A i.dw9,3M 6,201412:04:46 AM,Tabloid COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS 0 O N,1A�AC_ _ 5 F w C a CQ _ � Orca <4 Ti a EXP.033 ao F ZATTACHED T BRACKET( 3'SQ.POST L ATTACHED ONLY STEEL POST ONLY: woa Wl(4)#14 SMS EA SIDE OF POST ALUM."T"BRACKET USE WITH ALTERNATE FTG. I USE POST TYPE a w (fir POST TYPE B,C,D,OR E. FOOTING &ANCHOR BOLTS I 2 Q OR 1/2'M.e.THROUGH POST I I F.G,H,J OR K 6 0 0 USE((2}}3!B5 HILTI 3'SQ.POST 3'SQ.POST KWIKBOLTS OR EQUAL CUBESIZE SQ.ITDEEP 'CUBEFTG. SINGLE POSTS i j 2�0 FOOTING SIZE EMBED. I I 0 a STEEL"T"BRACKET USE WITH 18' 18'SQ. 12' BOLTS 1YL DEPTH OF POST TYPE B,C,D,E,F,G,H,J OR K w SEE NOTES BELOW USE(2}3/8-0 HILTI KWIK 20' 21"SO. 12` 23.824-CUBED(1) (2)-IQV 31/4' FOOTING OR j \ONAL F (2)-3/8.0 HILTI KWIK-BOLT BOLTS OR EQUAL 2'MIN.EMBD. o TZ-SS314,EACH 22' 25-SQ. 16" 25'-30'CUBED 1 I U !v EN 8 Cy 2%-EMBEDMENT DEPTH O (4)-lr 0 3lie I •• !� �\ `rC`�Q •Qi BRACKET TO SLAB. FOR KWIK BOLTS) 24' 28'SO. 20` �m MINIMUM DISTANCE TO 26' 32°SQ. 23' 31•-34•CUBED(1) (4)-WV e (FF9 m � Z1 EDGE OF SLAB=4'OR 35'SD. 25' I I • . LL W m d TO CRACK=10" 28' z 4 (2-MIN.EMBEDMENT) c d 30' 39°SQ 28" 35'-39'CUBED(1) (4}3l4.0 43/4' LU D¢ LLof (rJ• � V DE H G 32 43'SQ. 30` 40'-42•CUBED(1) (4)3/4.0 43/4' '-• S SN66 OF\ �v �.; SLAB SHALL BE IN c POURED CONCRETE 34' 47'SQ. 32" x9'LONG,1' '••;"':;• a. W Q -o •47 Q ��-•t° FOOTING SEE NOTE NOTES: BOLTS SHALL BE HILTI KWIK BOLTTZ FROM END e ,1 GOOD CONDITION 36" W W I,S 1. `'PM _ STAINLESS STEEL,I.C.C.ESR-1917 OR EQUAL OF POST Z �i 51"SQ. 34. ❑ D3 S'z 31/2' MIN. SEOE FOOTING I 3B` 55"SQ. 3r 1)REQUIRES USE OF ALTERNATE FREESTANDING .POURED <� SCHEDULE QUAR" 40' 60"SQ. 39' BASE PLATE CONCRETE SQUARE,SEE FTG. o�+ SCHEDULE IN BEAM .0 ` IN BEAM SPAN TABLE 42' 64'SO LE > . 41' FOOTING SPAN TAB �iEi21� O EXISTING SLAB POSTS TO CONC. FOOTING 44' 69°sQ. 1. J Fib ••" •`S'T,� `1G 7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY •CUBE FOOTING W/4'SV.B OSQUARE POST EMBED. INTO FOOTINGCA-I �z rc�� Ali h o m8 e A NOTE:ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED s • r�I •"�•° -a (3}3/4"H BOLTS 'o E .• fib FOR POST TYPE JBK ozmm " • fib �" 3"OR 4"SQ. U wi INSERT 16" x 0.188" o ASTM A36 45. STEEL m Qe T.O.C. osI "_ :� (4}SS316 3/4"0 HILTI KWIK BOLT TZ STAINLESS w w STEEL PER I.C.C. ESR-1917 OR EQUAL Oa .�f y (4 3/4"EMBEDMENT DEPTH) LL ALUM. ALLOY 3.00" OR ^' 6063-T6 2.40" ?fir �� 2.0" INSERT TO o q¢a m OF•� n -t BASE PLATE 1.375 q 7/16"0 HOLE -t— o 3/16" a'o m FOR 3/8"MB •56" 2 FLANGES POST 0 .75" 2 1/8"APART -- -) ASTM GRADE 36 STEEL w NSERT o INSTALL IY'x 1Y'x Y"HDG 1.125" ;;�12.5" w G w O WASHER PLATE AT ANCHORS 9"SQ.X 5/I THK. z a Q .75" .75" BASE FLARES THK. BASE PLATE 3 .60" 157" TO 3"WIDE EA. a4 a Ow 1.50 TYP SIDE OF FLANGES (ASTM A572 STEEL) o Q m w 090 TYP. 1} 75" FOR 3"POST, 1 1/2' g• 1 1/2' INSTALL 1Y"x 1Y°x YB°HDG USE FOR 3"OR 4" WASHER PLATE AT ANCHORS STEEL POSTS 5.50" 4"WIDE FOR 4"POST FOR 130 MPH q 1-7/16"0 HOLE WELDED STEEL BASE PLATE * ° 2-5/16"0 HOLES &2-3/8"HOLES TYP. EA. SIDE a w ALUM "T" BRACKET ALTERNATE FREESTANDING BRA w STEEL "T" BRACKET OD PLATE ANCHOR " Jsem\dell\Documents\)URALUM\IAPMO0195@-28-1412-28-14 A 1.dwg,3M6201412:09:50 AM,11 x 17 LATERAL FORCE RESISTING SYSTEM (LFRS) FOR ATTACHED COVERS AS AN ALTERNATE FOR SOLID-ROOFED ATTACHED COVERS z w w /BEAM SPLICE TO K z S RAL E/}! -)OCCUR DIRECTLY OVER 518"0 PLASTIC w`" I POST.NOT PERMITTED PLUG WHERE w \ Y C'��1i0 2�� @ 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE PER SIDE O m 6 F MINIMUM NUMBER OF REQUIRED #14 BE USE AS <a r COLUMNS FOR ATTACHED COVERS 3.5" 3.5" ALTERNATE TO J w m FEW �1 1/4"0 BOLTS ¢ FF 2"X6.5"X0.032" SIDE PLATES 3.s" 3.s° B BEAM 6 0 00 W U z or m 3 110 MPH 120 MPH 130 MPH 5" .5" 0 a i or EXP.B I EXP.C I EXP.6 I EXP.C I EXP.B EXP.C ❑1 OR �2 rc SEE NOTES 5' 2 2 2 3 3 3 BELOW j l 6 1/2"SIDEPLATE EA- o 6' 2 3 3 3 3 4 SIDE SEE POST SCHED. L #14 SMS EA.SIDE \O G/1 7' 2 3 3 4 3 4 TOP,NMDI soHi Ironn 5 G J�O3"SQ. POST BETWEEN SIDE PLATES �� \G tir 8' 3 3 3 4 4 5 D 9' 3 4 4 4 4 5 BEAM TO POST CONNECTION 21 C3 10, 3 a a 5 5 6 POST SCHEDULE 11' 4 4 4 5 5 6 3"SQ.x.032"+ (2}2"x 6 1/2"x 0.032" 3"SQ. x.032"+(2)-2"x 6 1/2"x 0.042" e F Q 1❑ W/(6W4 S.M.S. EACH SIDE. 2❑ W/(8)-#14 S.M.S.EACH SIDE. o g S1. 0 P 12' 4 5 5 6 5 7 USE ON CONC. SLAB ONLY USE ON CONC.SLAB OR FOOTING. o N mo 13' 4 5 5 6 6 7 �o 2"X6.5"X0.042" SIDE PLATES (E)STRUCTURE w �lkve m 110 MPH 12D MPH 130 MPH w 3 EXP.8 EXP.C EXP.B EXP.C EXP.B EXP.C 2 I COLUMN 1'3"x3"x0A32"W/( x65 x0 042 SIDE PLATES. F go ` i o off 5' 2 2 2 2 2 3 SEE B ANp 6' 2 2 2 3 2 3 ROLL-FORMED OR COL It IN 2 t PER SPAN TABLE o a ry'e C " '� INSULATED ROOF PANEL I m PT 1 aCF INTERLOCKING SEAMS,TYP------ a 6 ,Qo ; 7' 2 2 2 3 3 3I Q y " B� 8' 2 3 3 3 3 4 ( 3 0 PROJECTION,P g O " A' 9' 2 3 3 4 3 4 T yA CO M � \ H E 10' 4 3 3 4 4 5 co�FRNPRssi�'. oo m m 11' 3 3 4 4 4 5 w dim n AL EA(G 12' 3 4 4 5 4 5 I w F �F 13' 3 4 4 5 5 6 >oN' .Yn:,•' 2 ROOF PANEL ATTACHMENTOj NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS w a {V0 -831 AS SHOWN ON SHEET 7.SEE SHEET 7 FOR POST TYPES. LENGTH,L O i n D " TH fP �� ROOF PLAN F <_ CP.Iv1 aomw FASTENERS, #14 SMS @ 32'O.C. • /q"T"�" F v SEE SHEET 8 4 MIN.PER EACH JOINT w 0 #14 SMS @ 32-O.C.MAX. ROLL-FORMED 9 WALL (4 MIN.PER PANEL INTERLOCK) ui o w HANGER OR IRP z a z w -wi _m K6U�u oomrt OLL-FORMED PANEL ALUMINUM SKINS RP w TOP 8 BOTT.0.024' ly\\ : O `FASTENERS, 0 SEE SHEET 8 OROLL-FORMED PANEL INSULATED ROOF PANEL ` w ROOF HANGER O INTERLOCKING SEAM INTERLOCKING JOINT I=„RIdeIMu W mee[s0URALUMVAPMO 0195\2-28-14@-28-14 A t.dwg,311 6,2 01 4 1 2:1 S.08 AM,11 x 17 BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 FULL MOMENT BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 SIMPLE SPLICE -' 3 9" 24• w ���- •p 3' 1• 1 3' 1.1. OPTIONAL DECORATNE FASCIA z YC� G� 8' (WOOD,ALHM.OR HARDBORD) VOn (2)#10 S.M.S.@ EA 'Y };�' �` !•-'I (9 TO M.S. II #12 S.M.S. VALLEY,TIP. FW- n (12)-#H z 1/2'S.M.S.EACH SIDE DF 3' TYP. THICp(NESS=.035 (24 TOT II ALTERNATE:140 BOLTW/WASHER U n 6a6• TYP. THICKNESS=.035" 0 EA SIDE OF 3'SQ POST O F U � • �`1� } II + } II W f+' II ++ ++ a++ ++ "' Paz 5 J W E ALUM.ALL 3004-H36 ALUM.ALLOY 3004-H36 r - OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED _ + t.m• E rc u NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR I 'T I O v i i IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS f _+I I.w I z , \oNAL SPLICES - ROLLFORMED & EXTRUDED FASCIAS I NOTCH I-BEAM FLANGE 3'SQ.POST I-BEAM ALUM ALLOY AS NEEDED TO CLEAR 2' O� yyu%Zm NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12'SIMPLE CSPLICE(ONE SIDE OF WE MAY BE USED. (6061-Tfi)ALTERNATE SQ.POST,CONNECT WEB o STL.C-BEAM TO POST W/(2)-5/8'0 Cn TOTAL=(8)7R'0 BOLTS THRU-BOLTS @ 4'I-BEAM, 4-Nt4 x 12'S.M.S.EACH SIDE OF 3' d77 SQ.POST AND(3)-SIT THRU BOLTS SQ.POST f&TOTAL) @ T I-BEAMS ALTERNATE 114.0 BOLT W/WASHER t'00' EA SIDE OF 3'SO.POST O O O -- an o "J�OF�� �v 50 UTTER FASCIA o ^ o sPum WHERE 2.00' 3.0T 3'SQ.POST MAG BEAM '1 Q_1" r P�` OCCDRS .070" 4" OR T40' 3'SQ BTL BEAM - V 1t1y TMP Q Q H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 Q •sT q ALUM.ALLOY NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf w 6063-TS 3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS .�` `� ••YJ, ! > ? •"• wee `• �`�i 1s• 1' 3"SQ.STEEL OR T! ... .S L �,: (�t _ :O y 4" I-BEAM 3,-0. MAG BEAM. N : Z MOMENT CSPUCE "L" FASTENERS o J f71 NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12'SIMPLE C-SPLICE(ONE SIDE OF WEB)MAY BE USED. V-0" 4-#14 SDS y ; Exp: c Caw mod, Ci IL ,•Q 4' 6-#14SDS Qr .• •• d [[ASTENER TO FASCIA-SEE TABLE r z 12-#14 SDS O1 Q FASTENER TO RAFTER TAILS-SEE TABLE O of- "•••�$A�4 125" FASTENER SPACING=314' OPTIONAL LATTICE TUBES $�wo z 0 0 0 414 x 1/2'S.M.S.TOP AT OVERHANG 0 (6)-#14 SIDS @ EA. SIDE &SOTT.(2}TOT. m SPUCEMERE OCCURS 4 5.� TOP&BOTT.TOT.=24 Typ TYR 00 0 /n•'° •'X�� ROOF PANEL o FASTENER 6 12- r li E 1itllR'A _ --- ---- _ 0o GROUP O m Q-' - C ROLLFORMED OR c 0 m U EXTRUDED CUTTER d U TI sOfl1f 3"X 3"ALUM.OR #14 S.M.S.@12.O.C. ALUM.BRACKET X C5 1 CtUP:PBELL ALUM.ALLOY 16' PAScu y d r " 6063-Tfi STEEL POST a?-N '• ' og- 7" I-BEAM 3 0" 6 112'x2")L024 2' 1- "L"SEE TABLE w sT'gi'C�F... P� MOMENT CSPUCE "U"BRACKET-RAFTER TO BEAM RAFTER >u y a 1 Y2" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17 >a w 0 O�zn ODE ry 3.125°FOR 3 x RAFTER 2.125"FOR 2 x RAFTER < e m aom ALUM.ALLOY 3105-H25 1 1/2"SO.,2"SQ., ALUM.ALLOY 3105-H25 OR 2"x3'LATTICE 1.50" #8 x 2"SMS,2 112' @ 3'O.C.MIN. 1 1/2" t=.040"@ 6063-T6 28" 0 1.50" OR 31/2%TYP. UP TO 6°O.C.MAX i 2„ 2,I 28" (6)-#14x'/"TEK SCREWS w U+ ,Qi$" - - - - — BRACKET TO RAFTER �1/2"MIN. *4 85 O O 0 K RAFTER O O Q mw 4_ 4 o O N E - (6)-#14x Y4'TEK SCREWS 2.750` < w BRACKET TO BEAM w x n sees\delROocumenis\DURALUM\IAPMO 0195\2-26-14@-28-14 A 1.dw9,3/1 62014 1 2 20 51 AM,11 x 17 BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & FREESTANDING SOLID COVERS 10# LIVE LOAD - 110,120,130 MPH- EXP. B & C 15z" A 6.5" ROLLFORM 'z ALUM.ALLOY w 0.61' currER 6063-T6 ti z 0'"'• d r a',_`�'-._„l 1. 9" E%T.CIJP ? W N ATTACHED SOLID FREESTANDING SOLID MERE _ MAX.POST MIN. J` 7 / w SPLICE I 1.00" MAX.COL. .~j0 FTG. MAX.POST FTG. MIN. So F �N t5 ' POST SPLICE Gccuas = SPACING �'� S SPAN G (IN.) TYPE SPACING(SPAN) (IN") TYPE 3 O Sn wRFAE ON SLAB x r (SPAN) ( F O rc 6.8 2. • OCCURS A m per, SPLICE 0.73• 1 4 s• 0.14"R LL• 11'-9° 18 11'-9" 26 `� d Imo.C3 G WHERE 1 I 4.0 I TYP. 3.0 g_p„ 5' 11,_y„ 20 B 1 T 4" 28 G 5 �° o 0.070• 0.065' .� w µ�� 0.075• 1 II 3.0' TYP. T1'P. r 1U'-9" 16 10'-9" 26 , w 0 EXP.0 0.048" O rP- I II .038, TYR z.0a• 2.04^ I 1 0.28• ."a -6 s 10'-9° 21 B 10'-4" 27 G 6 a rc L._=J - r 10'-o" 19 1 o'-0" 26 m x - ---- 6'-5" 7 10'-0" 21 B 9'-8" 27 G 7 z 3.0" 293• 3.0• 4.00' , , 19 26 al p 5-8" 8 9,-4n 22 B g•_1^ 26 G W MAG BEAM 6.5•ROLLFORM C 4" I-BEAM D 4.5"MAG GUTTER E 3"SQ. STEEL BEAM _1 8'-10" 20 8'-10" 27 g, 2 ,_ A B ALUM.ALLOY a ALUM.ALLOY ASTM A653 5-0" g' B G ALUM.ALLOY ALUM.ALLOY 8'-10" 22 8'-7" 26 \C4TAAL '`�-�f"`?"�`" 6063T6 GRADE40 6063-T6 6063-T6 6063-T6 - J �+ ,+� Gsrh+lu�� �'•�" 4'-W 10' 8�686" 223 B 8 68 l7 _1" 227 10' O " • 0.375 t' " 11' 21 8'-1" 27 8,_ 23 C 7'_g" 28 G 4'-1 1„ o SPLICE T_8"n u'M �{ 3'-9" 12' 21 �+ G 12' m' A --1 WHERE I 7'-6" 24 V 7'-6" 28 OCCURS "Q `��• 0.110^ 0.042• B.S OM2" 61. �. WZ TYP TYP nYP rP n: ATTACHED SOLID 4FREESTA SOLD MAX.COL. �o MAX.POST PTG MIN. MIN. 500s ON SLABx IrSPACING a S(PCAN) (IN') TYPEOS POST ') TYPE ¢ING POST 3r0.375' I I CG "� •_4 _ "- I 4- ^ 14-� --I G � _ 19 B G' ^,7 8_Br, 5 5'41 ° z.0 . " n�nx . ao• 11'-7" 21 94.0" Roz 10,_g„ 19 CF.[ n 7" I-BEAMDBL.2"x6.5"x0.042" DBL.2"x6.5"x0.032" 3"x8"x0.042"BEAM N 10'-7" 22 10-0 28 20 ALUM.ALLOY 3004H3fi °� ALUM.ALLOY 3004-H3fi ALUM.ALLOY 3004-H36 1 p'_U" 2D 1 U'-U" 27 , G C w w ALUM.ALLOY OR EQUAL OR EQUAL OR EQUAL r 6'-2" 7' B G 7 01m. Exp- 6063-Ts 1 9'-10' 22 9'-3" 28 u " G) W/ 1 „C" INSERT 5,_5r, 8, 9'-4" 20 B 9'-4" 26 G 8' G ALUM.ALLOY . 25" 9'-2" 23 " 8" 27 qr 8'-10" 21 8'-10" 27 , W/ 2 'C" INSERTS a'G2ACR 4 '10' gr 8'-6"8 8 213 B 8' 68 2" 278 G g, R E H ALUM.ALLOY T=2 GR Asn., 4�� 1 D 8'-3" 24 B 7'-9" 28 G 10 m 1 6063-Te 14G4 GRACEW O 8'-1" 21 8'-1" 27 •'4Ly NOTE: 8.0" 7.875" GRADER 8'0" r 3'-11" 11 7'-1D 24 B 7'-6" 29 G E O Gj • ' ....... WHERE'C'SPLICE OCCURS AS SHOWN IN 042" m O " < •.t� SPAN TABLES,IT SHALL BE INSTALLED THE TYP IYP. " • FULL LENGTH OF THE 7.1-SEAM. NP. Si_7n 12, 7'-6" -- " 22 7'6 7_2" 230 G 12' ui w n :•�L 7-7 25 ' a: N0. 174 a THOI S i y Oszs" w a CAMPBEUE ;° I I I 14 0° ,� > ATTACHED SOLID FREESTANDING SOLID p> ? I..-. ---f--4.0•---H•- 0•'--1 2.875" 3.0" 3.D" I " •�. 3.0" MAX3. MAX. MAX.POST MIN. MAX.POST MIN. 0 0 44 ST'•.......•.;rP MAX.COL. So FTG. FTG. m a ATE FU` DBL. 3"x8"X0.042"BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042"BEAM = oNsCI�Nc O3 (SPAN) (IN) TYPE SPACING (IN) TYPE ao ^ W/14 GA.STL. INSERT W/DBL. 14 GA. STL.INSERT L ALUM.ALLOY 3004H38 M ASTM GRADE 50 O ALUM.ALLOY 3004-H36 n' 11'-9" 20 11'-7" 29 5' w OR EQUAL OR EQUAL 8'_p„ 5' 11'-2" 22 B 10'-6" 30 G 3"x8"x0.042" BEAM DBL. 3"x8"x0.042"BEAM 10'-9" 20 10'-7" 28 z' W/12 GA. STL. INSERT W/DBL. 12 GA.STL. INSERT M 6-8 6 10'-2" 23 B 9'-7" 30 G s w y W S N ASTM GRADE 50 P ALUM.ALLOY 3004-H36 T n 1 U'-U° 21 9'-9" 28 , m is c OR EQUAL 5-8 7 9'-6" 23 B 8'-10' 29 G 7 a W W NOTE:WHERE 12 AND 14 GA STEEL INSERTS 3 J rn 1 9'4" 21 9'-2" 27 mom� OCCUR AS SHOWN IN THE SPAN TABLES, NOTE:WHERE 12 AND 14 GA.STEEL INSERTS OCCUR AS � 6' a 0 rn s THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 5'_pn 8 8'-10" 24 `� 8'-3" 29 OF THE 3•x8•BEAM. THE FULL LENGTH OF THE 3•x8•BEAM. J , 8'-10" 22 8'-8" 27 NOTE: J 4.5 g 8'-4" 24 B 7'-10' 29 G g W FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE" , , 8'-6" 22 8'-3" 28 C O EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. 4-p" 1 p 8'-0" 25 B 7'-6" 30 G 1 p' FIGURE INDICATES ru WHERE SLAB OCCURS,CUBED FOOTING SIZE rt THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE B o 3'-S" 11 r 8'-1" 23 B 7'-10" 29 G 11' N, MAY BE REDUCED BY 6"FOR FREESTANDING ONLY. BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN FIGURE INDICATES 7'-7" 25 C T-2" 31 = SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN EXPOSURE C 7,_Sn 23 7'_7" 29 w SHT.10 FOR ATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B$C. 3 4 12 25 C 6'-9" 31 G 12' ,--..,a"Ihr).MMsnls\DURALUM\IAPMO 0195\2-28-14\2-28-14 B 2.dw9.31620141:08:18 AM,11 x 17 ATTACHED& FREESTANDING SOLID COVERS- 10#LIVE LOAD- 110,120,130 MPH-EXP. B& C �\ MAG BEAM 4"I-BEAM o ��� �4.5"MAG GUTTER u F ALUM.ALLOY " ALUM.ALLOY 6083-T6 v 3"SQ. STEEL BEAM 7"1-BEAM g Y a�� 6083•TB ALUM.ALLOY 6063T8 gSTM A653 GRADE 40k.LI ALUM.ALLOY 6063-T6 �� gx ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTAND/NG SOLID ? ,Sy l r C A7` MAX COL rjo MAX POST FTG MIN. MAX.POST FIG MIN. MAX-POST MIN, MAXPOST - SPACING m� SPACING POST SPACING FTG IF G. MIN. MAXPOST FTG, MIN, !10'-4;" FfG. MIN. MAX.POST FTG. MIN. MAX.POST MIN. MAXPOST a f9 ' ON SLAG a (SPAN) (IN.) TYPE (SPAN) (IN.) TP'10'PE SPACING (IN.) PO57 (P I TYPE SPACING (IN.) POST IN.) TYPE SPACING (IN.) POST SPACING �G POST SPACING FfG POST SPACING FIG. POST NO.C'37046 (SPAN) TYPE (N') (SPAN) TYPE ( (SPAN) TYPE (SPAN) (IN.) TYPE OST EXP.03/31/�.� 13'-7" 5, 10'-4" 17 9'-6" 25 13'-7" 19 12'-4' 27 (SPAN) (IN.) TYPE (SPAN) (�-) TYPE 3 +, 19 B 9'-2" 26 G 13'-7" 21 B 12'-1" 28 �7 13'-13 3- 121 B 228 G 8'3'18-3" 168 B T-67 3" 225 F 23'-4° 22 p�'_3• 31 y 11' 4" 6' 9'-9 g g» 120 B 8'-10" 24 12'-9" 19 "'-8" 26 12'-2" 19 26 T-9" 16 T-1" 23 22'_0 3 4" 225 E 2D'0 p'g^ 303 Ci 5' as g'3 8':8" 26 G 12'-9" 22 B il'4" 26 G 12'-2" 21 B 28 G T-9" 19 B 6'-10" 24 F 22'-0" 26 E 19'-6" 32 G 6' a w !� 9'-3" 18 8'_ 9_8' 7 B 6 25 12'-2" 20 11'-1" 28 11'-3�1 3" 222 B 227 G 7 2.-4" 17 6'-9" 23 20'-1 24 19'-0" 30 �o 0 1 9'-3" 21 8'-3" 26 G 12'-2" 23 B 10'-9" 27 G 8'-6" 8' 8-18'-10" 121 B 8'-2" 25 11'-8" 21 10'-7" 27 10'-7" 20 27 77 4' 19 B 8 " 26 F 20'-10" 27 E 18'-7» 32 G 7' � i '-10" 25 G 0'-4' 27 G aGINEP I 11'-B" 23 C 10'-T 23 B0-2 27 G 1" 18 B 6'-6" 24 F 20'-1" 25 18'-2" 31 m j z T-1° 20 6'-3" 25 G 20'-1" 28 E 1T-9" 31 G 6 w • ),� J 7'-7" 9' 8'-78-7" 122 B 7'-9" 26 11'-1" 21 10'-2" 28 10'-0" 20 10'-0" 27 8'-9. 98 6'-2" 25 F 19'-2" 25 17'_8• 32 g 9 Ta" zs G 1r-1^ za C 10'-0" z7 G 10'-0^ z3 B s'a 27 G 6-9 zo B s-1" 2s c 1s-2" z6 E s' y0 THC $I, C� U g'_g" 10' 8'-0" 20 7'-7' 28 10'-6" 22 9'-10" 28 9'-6" 21 9'-6" 28 6'-7" 18 6'-0" 25 18'-3" 28 6'-107 1" 322 G CAM _ �I�i. 0 8'-3" 22 B T-4" 27 G 10'-6" 24 C 9'-7" 28 G 9'-6" 23 C+ 9'-2" 28 G 6'-7" 21 B 5'-10" 27 G UJ • Z�s !� 6'-2" 11' 8'"0" 20 T-4" 27 10'-0" 22 9'-7" 29 9'-1" 21 g'_ 18'3" 29 E 16'-fi" 32 H 10' O;•• EXp� •»C B'-0' 23 B T-2" 7- G 10'-0" 25 C 9'-3" 26 G 9'-1" 24 C 1 8'-9" 228 G 6-4" 19 B 5'-10" 26 17'-4" 26 16'-4" 33 s C IY 5'_g�' T-7" 21 7'-2" 27 9'-7° 22 g'_ 6'-4" 21 5'-8" 28 G 1 T-4" 29 E 16'-0" 33 H 11 K d�,•.• ••••'a� 12' 7,_7» 23 (; 7•-0" 28 G 9'-7" 25 E 39' 1" 229 G 8,_6��8-8" 224 C B, g-4" 228 G 6,-2^6'2" 122 B 5'-8" 26 16'-6" 27 16'-0" 34 1841k 5'-7" 28 G 16'$" 30 E 15'-T' 33 H 12' e Y O ATTACHED SOUR FREESTAND/NG SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREEN. STANDING SOLID o z N SLAB* So MAX.POST FfG MIN. MAX.POST MIN. MAX.POST SPACING 1°� SPACING POST SPACING FTG FOIST SPACING7 FTG POST SPACING FTG OISTj PACING FTG. POST SPAC NG �G' FOIST SPAC NGT FTG pOIST SPACING POST SPACINGt29 SPACING FTG. P081' So x .. ^ ON SLA6t (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (INJ TYPE (SPAN) (IN') TYPE (SPAN) (INJ TYPE PIN.) FTG. MIN. MAX.P MAXPOS7 a€ o tl (SPAN) TYPE (SPAN) (IN.) TYPE (SPA X-PN) (IN.) TYPE (SPAN) (SPAN) (IN.) TYPE M 13'-7" 5' 10'�0,_3. 120 B 9 fi 9'-0" 228 G 13'-7" 19 B 12'-4" 28 '-3" 19 7'-6" 25 23'-4" 21'-3" 33 G \ON<`1L c: 13'-1" 22 B8-2 19 T-1" 27 F 23' 1 20'-1" 34 H5'0 11'-4" 6' g�-g• 19 B 8'-10" 26 12'-9" 20 11'-8" 28 '-2" 20 N 9'-8" 21 8,_B" 27 G 12'_8" 23 B 11,_1" 2g G 12'-0" 23 B 11'-60 90" 22g G 7 9"T-8• 20 B T_1" 2q 22'0" 20'-0" 32 G wo22 X-POST 6'-B" 27 F 21'-9 19'-0" 3q ' f{ 6' §iga T 9, " 7, 9'-39-2" 122 B 8 68-1" 227 G 12'-IZ'U" 224 B 11'-1"0,_6�� 229 G 11'j"1 1" 223 B 10'-10",3" 229 G. 7-4"T-3" 120 B 6 96��.� 227 F G20,-20-019,o" 0" 333 GH T 1 '612t 8'-6" --8, 8 108 223 B 8,_2" 25 11'-8" 22 10'-7" 27 10'-7" 21 10'-4" 27 J T-8" 27 G 11'-6" 25 C 10'-9" 29 G 10'-4" 24 B 7-l" 76 8'-6" 25 F 20'-1" 26 16'_2• 31 , P�,v T-7" 9' 8-7" 20 T-9" 26 9'-g" 28 G T-0" 21 B 6'-1" 28 E 17,_3" 33 H 8 8'-6» 23 B 7-4» 26 �7` 1T-10 10 225 (,' 10'-2" 28 10'-D9 9^ 224 C B 10 09-0" 228 G 6 9" 19 B 6-2" 26 19'-2" 27 1T 6" 32 a a 8'-3" 21 T- 26 9 8 28 �S 1 � 6-9 10 7" 10'-6" 23 9'- 0" 26 6'-9" 22 5'-10 29 G 16'-9" 30 E 16'-7" 83 H 9 cP` 0 8'-2" 24 B 7'-2" 28 G 10'-3" 26 C g' '� 9'-6" 28 6'-7" 19 6'-0" 27 18'-3" 27 6'-10" 32 8 t 4 28 G 9'6"9'-3" 225 C 8'-9^ 28 G 6'-6" 22 B 5'-8" 30 G 1 T-10" 31 E 16'-1" 32 H 10' m 6'-2" 11' -: 7,-9» 224 B 7'-4" 27 10'-0" 23 9'-7" 29 9'-1" 22 9'-1" 28 6'-4" 20 5'-10" 27 17'-4" 27 16'-4" 33 7'-D" 29 G 9'-9" 26 �+ 29 G 8'-10" -11 25 C 8'-4" 29 G 6'-3" 22 B 5'-7" 30 G E 5'-8" 12, 7'-7" 21 7'-2" 28 9'-T 23 9'-3" 29 B'-8" 22 8'-B" 29 6'-2" 20 5._ » 17'-l" 31 15'-7" 33 H 11' LL TONAL T-6" 24 C 8'-9" 36 G 9'4" 26 E 8'-g" SD G 8' 4" 25 C 8 28 16'B" 26 16'0" 34 m d F 8'-1" 30 G 6'-2" 23 B 5'-4° 31 G 16'4" 32 E 15'-1" 33 H 12' E_-G Q�L" N .83 02 ;CG ATTACHED SOUO FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOL/O ATTACHED SOLID FREESTANO/NG SOLID a a MAX.COL So MAX.POST MIN. MAX.POST FTG MIN. MAX.POS7 MIN. MAKPOST T .CMAS IRAY SPACING m3 SPACING �C"' POST SPACING FTG. FTG, MIN. MAX.POST MIN. MAX.POST S 2 OrT ( (IN.) QN.) POBT SPACING POST SPACING POST SPACING PTG POST SPACING �G' POST SPACING FTG MIN. MN.POST FTG MIN. MAX.POST PTG MIN. MAX.PO$T FTG MIN, S o O v ••" CAMP$ ON SPAN) TYPE (SPAN) TYPE ($PAN) (IN') TYPE (INJ (JIG. IN.) INJ IN.) INJ IN. 3 F ELL t" a• (SPAN) TYPE (Spglj) ( TYPE ( POST SPACING POST SPACING POST SPACING POST m— C 13'-7x 5, 1D'-4" 19 9'-3" 28 13'-7" 21 12L2" 3p 13.3" 21 ($P�) TYPE (SPAN) ( TYPE (SPAN) ( TYPE (SPAN) ( TYPE (SPAN) ( ) TYPE a m E 21 B B'-6" 29 G 13' B 11'-4" 31 G 12'-0"1 2" 237 G Bt3• tTF 11 12'-7" 23 B 6'-10' 27 G 22'6" 28 19'-7" 3fi J 0 s'-s" zo B'-s" 27 1z'_g• z2 ' 11-4" 6' 22 B 8'-2" 28 G 12'-4" 24 B 11'-6" 29 72'-2" 21 11'-3 29 _ 10'-8" 30 G 11'-6" 24 B 10'-7" 30 G 7 9"7,-6" 121 B 7 ^6'-6" 227 F G 22 21'-2" 229 E 19'-8°8-4" 335 H I 6' a V. 9,_8» 7. 9'-09_0" 223 B 8-47_g" 228 G 12'-Y1 8" 225 B C 10-10-2" 236 G » 8'-10" 21 B 8'-0" 26 10'-TU$ 8-6 8' 8'-7• 24 7'-6" 28 G 11'-8"1.1» 226 C 10'-69 9" 230 G J r " ' 8'-7 22 7'_ 9'-4" 29 G 1 20 6'-4" 28 20'-1" 27 18'-0" 33 4n c�fu _J 7_7 9 B'-3" 24 B 87'-2" 22g G 6_9,. 10, 8•_3» 22 7_ 10'-6" 26 �' 9'-4" 29 G 9'-4" 25 C 8'-10" 29 G 6 9"6'_7" 223 B 6 15_9" 229 G 19'-18-1» 231 E 17'-16 1" 334 H 9 ,_10" 25 B 67'-0" 23D G -6" e" V-2" 11' 8'-0" 23 B 7'-3" 29 10'-0" 24 C 1:1' ' 29 6'-4" 23 B 5'-7" 30 G 1T-2" 32 E 15'-7" 34 H 10, g C 6'-9" 31 G 9'-6" 27 E 8'-9" 39 G 917'-9" 225 C+ B-10 2g 6-4" 21 5'-9" 29 17'-4" 29 1fi'-2' 33 H n T 4" 31 G 6'-2' 24 B 5'-4" 31 G 16'4" 33 E 15'-1" 33 I 11' s 8'-8" 24 m 12 T-1" 25 C 6'-7" 31 G E 9 2 2 B'-6" 29 6'-2" 21 5'-7" 29 = C.1UsersWe1wowments\DURALUM\IAPM001ss2- - 16'-8" 30 15'-6" 33 H m x 9'-1' 26 8'-6" 31 T-1" 25 c 6'-9" 31 G 6'-0" 24 B 5'-3" 31 G 15'-9" 33 E 4'-8" 33 I 12' ATTACHED& FREESTANDING SOLID COVERS-10#LIVE LOAD- 110,120,130 MPH-EXP. B &C 7'I-BEAM 7' 1-BEAM DBL.2'x6.5"x0.042" DBL.2"x6.5"xO.032" ��"x6':-, 2"BEAM o G W/(1)"C"INSERT H W/(2)"C'INSERTS ALUM.ALLAY 3006 H36 J ALUM.ALLOY 30D41136 OR n ALUM.ALLOY 3:11. 6 a ALUM.ALLOY 6053-T6 ALUM.ALLOY 6063-TS OR EQUAL OR EQUAL OR EQUAL i ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL1D ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID — w`ry ��� FN �€ FTG FTG Fra. MAXPOST MAXPOST MAXPOST MAXPOST aF w ' ON SLAB m3 MAXPOST W� POST TYPE SPACING PAN wG TYPE POST SPACING IN.). TYPE FTG- POST SPACING IN; TYPE POST SPACING (N� TYPE POST S6PPANG (N.) FORCING SPACING FTG-DBL FOR 3-xB- IN) POSE FOR DBL.NG FORC1NG 3W (ItJ) � a3 V SPACING ( ( rx65�AD32' BEAM rFORDBL. BEAM F y F 26'-9" 23 W-4- 32 G ZY-6" 24 26'-1 33 H 16'-0' 20 16'-0" 29 13'-2' 13'$' 19 412'-6" IT-8" 27 " m 13'-7' 5' 26'-9' 26 E 23'-8" 34 H 29'-6' 27 E 26'-2" 35 I 16'-0" 22 B 15'-3" 30 G 12'-7" 2'-10" B 2112'-T 29 G 5 0 µp_ C3794,� / 5'$" 24 23'-0" 31 G 27'-9" 25 25'-3" 32 G 141-7 20 14'-7" 26 12' 1" 12'-6' 19 12'-6' 27. f1J31/ 11'-4" 6' 25'-3" 27 E 22'-4' 33 H 2T-9' 26 E 24'-T 34 H 14'-7" 23 B 14'-D" 29 G 11'-6" 1'-9' B 2111'$' 28 G 6�.� 9'-6" T 4'24-W228 E 2P-21 3" 333 G H 26 26-0' 229 E 24' 23'�" 3� H 13 613'-6" 223 C 13'$3 O" 229 G 11'-70.8" 11'-0'-10" B 222 11'-1"0'-8" 227G• 7 l.+-�' I 6,-6' B. 3'-0" 26 E 20'-1 32 H 25'3' 27 E 23'-0" 33 H 12'-B' 21 C 12'$" 28 G 10'$' 10'-1 B 20 0'-1 27 G 623'-0' 29 20'-3" 32 25'-3" 30 22'-4" 33 12'-8" 24 12'-2" 28 10'0- 10'-2• 2210'-0' 277, 7" 9 22'-122'-1" 230E 20' 119'-7" 333 24' 24'-3" 231 E 21'-7" 334 H I 12 12'-0" 224 C 12'-0'1'-6" 229 G 9'-109 v 10'-9 8" C B 223 10'-29,-4. 227 G 9' �ptNEEIgs J .,_••�9� 6,-9" 10' 1 21-0" 231 E 19'-48'-10' 333 H 23'23 6" 232 E 21 20'-9" 33 I 11'-411-4" 225 C 11'�'-10" 2zg G 9-4 9'-D" 9-29'-2" C' 223 9 8'-9" g-2 8'-6' 227 G 10, AS 1• •••� Q 0'$" 28 18'-9' 34 22'-9" 29 20'-8" 35 10'-1 ' 22 10'-1 30 9'-0" 8'-4' 21 9'-0' 8'1l' 28 a O : C :O r 6'-2' 11 20'$" 31 E 16'-3" 34 22'-9' 32 E 20'-2' 35 0--10" 25 E 10'4' 29 G 8'-7" 8'-4" C 23 8'4' T-8' 2g G 11' 1, . . 20'-1 2 ' 2 20'- 33 10' 4 2 10 8-7 - 7 2 7-8 2 82-' 142 G C23 T-1' 2 C 12' R EXD Off. CIV L 7IIx 'xG 1�A A ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID y MAXCOL W3: MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FfG MIN. MAXPOST FTGST SPACING . MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.PSPACING SPAC NGT FTG. MIN. SPACIMAX NG SPACING FTG. MIN. rjp i = ON SLAB (SPAN)23 S(SPCANG (IN.) TYPE SPACING(SPAN) (IN") POST TYPE S(SPAING Nj (IN') TYPE (SPAN) (IN') TPE SPACING (IN.) TYPE POST SPACING SPCAN) (IN.) TYPE FOR DBL FOR 3S B' (IN.) TYPE FOR DBL FOR 3POST xe' (IN.) POST d 3 ( 2x6Sx0.03r BEAM rx6.6'x0.032' BEAM f 26'-9" 2 24'-4' 34 H 29'-6" 25 26'-1 35 1 16'-0' 20 16'-0" 30 1T-2" 13'-8' 20 13'-2" 13'-8" 29 13'-7' 5' 2g'_6• 28 E 23'-1" 36 I 29'-2" 29 E 25'-4" 36 K 14'-10 22 B 14'-7" 31 G 12'-7" 1'-8" B 21 12'$' 11'$' 30 G 5 Q 5'-0" 25 23'-0" 33 H 27'-9" 26 25'-3" 34 H 14'-7" 20 14'-7" 29 12'-1' 12'-6" 20 12'-1' 12'$" 28 o o 6' 4'-10 29 E 21'-9' 35 I 27'-6' 30 E 23'-10 36 K 13'-8" 23 B 13'4' 31 G ll'-6" 0'-8" B 22 ll'-2' 10'$" 29 G 6' NpNAL fiNG CV 24'-0" 26 21'-9" 33 H 26 27 24'-0" 34 H 13'-6" 21 13'$" 29 11'-2' 11'-7" 21 11'-2' 11'-7" 28 k w �lrj \�EF'�•gFQ �i� 9_6" 7' 23'-8" 30 E 20'-8' 34 I 26'-1" 31 E 22'-9" 35 I 12'-8" 23 C 12'-4" 30 G 10'$" 10'-0" B 23 10'-4' 9'-B• 28 G 7' m a m tT I 6,_6, 8, 23'-0" 27 E r 32 H 25'-3' 28 E 23'-0" 33 H 12'$" 21 C 12'$" 28 G, 10'-6' 10'-1 B 21 10'-6' 0'-1 27 G• B' 22'-8' 31 34 25'-0" 32 21'-9" 35 I 11'-10 24 11'-7" 30 10'-0" 9'-3" 23 9'-9' 9'-1' 28 b p J 7'-7" 9' 7-1' 28 E 33 H 24'-3" 29 E 22'-l' 34 H 12'-0' 22 C 12'-0" 29 G 9'-10" 10'-2" C 22 9'-10" 10'-2" 28 G 9' v J 21'-9" 32 34 24'-O" 33 21'-0" 35 I 11'-2" 24 11'-0' 29 9'-4' B'-9" B 23 9'-2" B'-7' 28 . " 6'-9" 10' 21'-4' 28 E 34 H 23'-0" 29 E 21'�' 35 I 11'-0" 22 C 11'-4° 29 G 9'-4" 9'-2" C 22 9'-4" 9'-2' 28 G 10' § 21'-1" 32 33 I 23'-2" 33 20'-2" 34 10'-B" 25 10'-4" 29 9'-0' 8'-4" B 24 8'-9' 7'-9' 28 im 6'-2" 11' 20'20'-4' 233 E 334 22'-22 8" 334 E 20'-89 7" 335 I J 10 10'-2" 225 E 10'-9'-10' 329 G 9 08'-7' 8-08'-0" C 224 9 '8,-4. 8-47'_1, 229 (j ' Li j d'�5'-6" 12' 20'-1" 30 E 8- 35 I 22'-1" 31 E 20'-1' 36 J 10'4j' 23 E 10'-4" 30 G 8'-7 7'-8" C 22 8'-7" 7'-8" 28 G 12' =W" 9'-10" 34 17'-3" 34 21'-10' 35 19'-1" 35 9'-9' 26 9'$" 30 8'-2" 7'-4' 24 8'-0" 6'-7' 30 rn a 014AL w > •.�Y2 ATTACHED SOLID pl'-�6* DING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING rF p �• :� € MAXPOST MAX.POST MAX.POST MAXPOST <€ U qq 0' (n MAX.COL 30 MAX•POST FTG. MIN. F G MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAY-POST FfG. MIN. MAX.POST FTG. MN. SPACING SPACING FTG. MIN SPACING SPACING MIN. rj_12 OSPACING 3$+ S SPCNI4NG (N) 7P'YPE (IN) POE SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (N j POST FOR GBL FOR 35cB' (RI.) PST FOR DBL FOR 3k8• �T 3 ppQ, ON SLAB+ f ( (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE BEAMTYPE rx6.6S�0.03r BEAMTYPE 3 m o id°,' 's TH6PrAS IRAY a 26'-9" 26 E 35 I 29'-6' 27 E 2fi'4' 36 K 16'-0" 22 B 15'-7" 32 G 13'-2' 13'-1' B 20 13'-2' 13'-0" 27 5, GAtpBELL 13'-7" 5 5'-9" 29 37 K 28'$" 30 24'-8" 38 13'-B" 24 13'�" 32 12'-7" 0'-9' 22 12'-3" 10'-7- 29 G ••,yci .............p`t` Q 11'.4" s' 25'$4$ 230 E 337 I K 27 26'-9" 231 E 24'-23 3" 337 I K 14 712'-7" 224 B 14'-12'-3" 332 C7 12'-1'1-8" 12 -10" B 223 12 1'1_2. 1 1 9-8 228 G 6' w'm r9._6, 7, 24'-0" 28 E 34 H 26'-4" 29 E 23'$" 35 1 13'-6" 23 C 13'-2" 30 G 11'-2' 11'-1' B 22 11'-2" ill 1" 27 G T 3 S g -- 23'-1" 31 36 K 25'$" 32 22'-l" 37 K I l'$' 25 11'�" 31 10'$" 9'-2" 23 10'j1" 9'-0" 27 1 23'-0' 29 20' 7" 34 H 25'-3" 30 22'$" 35 I 12'-8' 24 12'-4" 30 10'-6' 10'-4' 22 27 o B-6' 8 22'-1" 32 E 19'-2' 36 I 24'-0" 33 E 21'-2" 37 K 10%10 26 C 10'-8' 30 G 10'-0' 8'-7" B 24 9'-9" 8'-4" 27 C7 8 J 7'"7" 9' 22'-1" 29 E 19'-9" 34 H 24'-3" 30 E 21'-9• 34 1 12'-0" 24 C 11'-8" 29 G 9'-10" 9'-9" C 23 9'-10" 9'-B' 27 G 21'-3" 33 18'-6" 35 I 23'$" 34 20'�" 36 K 10'-3" 26 10'-1" 30 9'�' 8'-1" B 24 9'-2" '-10' 27 9' v C 6'-9° 10' 21' 3 19' 1 34 H23 21'-1 -83I 11'-4 22 9- g - 29- " 2 09'7 -0" 235 8J 20-7 34 E 5I E 9" G G 13 - C1 -7 2 -4 - ' r 6'-2" 11' 20'$" 31 E 18'-6" 34 I 22'-9' 32 E 20'-4" 35 1 10'-1 25 E 10'-T' 29 G 9'-0" 8'-4' G. 23 9'-0' 8'-0" 28 G 9'-10 35 17'-3" 35 J 22'-0" 36 19'-1' 36 J 9'4' 27 9'-2' 31 8'-7" 7'4' 25 8'-0' 6'-7' 28 = 5,_6. 12, 20'-19$' 335 E 18'-0 6'-9" 334 I J 22 21'-3" 337 E 19'-9 8'-6" 335 `� 10'4 9'-0" 227 E 10'-28'-9" 331 H G 8 B'-2" T 8"'-10" C+ 225 8 7 7'-4" 7-4 6-0 28 228 G 12' C.wzers,d,Irm ,enI51DNRALUMJAPMO 019612-28-14T-26-14 8 2_R+9,32620146533E AM.11 x 17 ATTACHED& FREESTANDING SOLID COVERS-50#LIVE LOAD- 110,120,130 MPH - EXP. B &C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"WW.042" BEAM DBL. 3"x8"x0.042" BEAM w Pie DBL. 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT W/12 GA. STL. INSERT W/DBL. 14 GA. STL INSERT W/DBL. 12 GA. STL. INSERT v ALUM.ALLOY 3004-H3 OR EQUAL M ASTM GRADE 50 I Y ASTM GRADE 50 o ALUM.ALLOY 300AS OR EQUAL J ALUM.ALLOY 3004-H3 OR EQUAL z > ATTACHED SOLlD FREESTANDING SOLD ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ? w N a MAX.COL o MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POSTFrTGM'N- MAX.POST MIN. M�POSTMIN. MAX.POST mFTG. PIG MIN. MAX.POST FTG. MIN. MAX.POST ' , MIN. MAX.POST . MIN. MAX,POST FfG, MIN. jSPACING SPACING DN) POST SPACING POST SPACING SPACING POST POST SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST�� .a ON SLABx '- (SPAN) TYPE (SPAN) DIN') TYPE (SPAN) (SPAN) (IN.) TYPE TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE (SPAN) (IN.) TYPE (SPAN) (INJ TYPE (SPAN) DNJ TYPE � 00 NP 5' 10'-1'0 1" 1S9 E 1212 0" 334 I 10'-10=10" y 19 E 11'-6"1-6" 333 L I 11 9 1 9" 120 E 2 6" 334 { 15'215._2„ y22 E 16' 116,_y„ 336 K 1T- 17._7„ 223 E 1T- 1T-T 337 K 5 m `z F O NP 6' 8_B„g B° 119 E 1T-07 0" 334 9 109'-10" y20 E 10'-6" 34 10'-1 " 18 11'-6" 35 13'-1 20 14'-8" 37 16'-1" 21 16'-1" 38 _P w 2 10'-6" 34 H 0'-10' 21 E 11'-6" 35 13-10' 22 E 14'-8" 37 K 16'-1" 23 E 16'-1" 38 K 8 1, NP 7 7 1 T-10" 120 E 91100 9'-10" 335 9.1"9'-1" y21 E g,_g^9'-8" 335 10 0 0.0" 127 E 10'710,_7, 336 12'-12=10' 223 E 73'-7°3._7„ 338 K 14'-14'-10" 21 E 14'-,IT, 339 K 6 a 0 EXP:t ll3117 NP 8' 6'-10" 71 17 8'-8" 35 8'-7" 19 9'-1" 35 9'-5" 19 10'-0" 36 12'-1" 21 12'-9" 39 14'-0" 22 14'-0° 40 2 -P z 6'-10" 20 E 8'-8° 35 I 8'-7" 21 E 9'-1" 35 9'-5" 22 E 10'-0" 36 K 12'-1" 23 E 12'-9" 39 K 14'-0" 24 E 14'-0" 40 K 8 w J NP 9' 6'-6" 18 7'-9" 35 8'-1" 19 8'-7" 36 8'-10" 20 9'-4" 37 11'-6" 22 12'-1" 39 13'-2" 22 13'-2" 40 m J 6'-6" 20 E 7'-9" 35 8'-1" 21 E 8'-7" 36 K 8'-10 22 E 9'-4" 37 K 11'-6" 24 E y2•_y^ 3g K 13'-2" 25 E 13'-2" 40 K 9 `0' CNP 10' S'_15' 10" 120 E T-D7-0" 335 7'_B"7 g" 122 E g,_2„8'-2" 337 K 8-4"g'-q" 222 E 8 18'-10" 337 K 10'-10'10' 224 E 11'-611,_6„ q40 K 12'-6„2 6 225 E 12'-6"2'-6" 41 K 10' Lf) NP 11' S'-8" 78 E 6'-4" 35 I 7'-4" 20 7'-g" 37 8'-0" 20 8'-6" 38 10'-3" 22 10'-1 40 12'-0" 23 12'-0" 42 a �oNxa� 5-B" 20 s a" 35 T 4^ zz E T-s" 37 K B'-o° 23 E K E K E 11 55 'r'4, B'-6" 38 10'-3" 25 10'-10" 40 12'-0" 26 12'-0° 41 K NP 12, 5'-3" 18 E 5'-10" 35 I T-0" 20 E 7'-6" 37 K T-8" 21 E 8'-2" 38 K '-10" 23 10'-6" 41 11'-6" 23 11'-6" 4 d o 5'-3" 20 5'-10" 35 7'-0" 23 7'-6" 37 7'-8" 23 8•-2" 38 9'-10" 25 E 10'-6' 41 K 11'-6" 26 E y1•_6 42 K 12.01 h 0 18 ATTACHED SOLID FREESTANDING SOLID I ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > >K '� `�.6 MAX.COL. j o MAX.POST Fl.G MIN. MAXPOST FTG MIN. M(PACIN T FTG MIN. MAX.POST MIN. MAX.POST FTG FTG. FTG FTG FTG MIN. K5❑ i d ®F``�' �'' SPACING m 3 SPACING POST SPACING POST SPACING POST SPACING FTG. POST SPACING FTG' POST SPAC NG OST SPACING POIST SPACING POST SPACING Polsi SPACING POST ¢m .. � � ON SLAB (SPAN) DIN') EE TYPE (SPAN) 'IN TYPE (SPAN) (IN.) TYPE (SPAN) DIN') TYPE (SPAN) (IN') TYPE (SPAN) DIN') TYPE (SPAN (IN') TYPE (IN.) IN.) IN.) 3 V ) (SPAN) TYPE (SPAN) ( TYPE (SPAN) ( TYPE 1' �°� a' 10'-1" 18 12'-0" 34 10'-1 18 11'-6" 33 11'-9" 19 12'-1 34 15'-2" 20 16'-1" 36 y7'_7^ 2y y7'_7^ 37 ~� a�S NP 5' 10'-1" 20 E 12'-0" 3q H 0'-10" 21 E 11'-6" 33 �".� 11'-9" 21 E 12'-6" 34 H 15'-2" 23 E 16'-1" 36 K 17'-7" 24 E 17'-7` 37 K 5 EE� aft O 8'-8" 18 11'-0" 34 9'-10" 19 10'-6" 34 11'-6" 35 13'-1 21 14'-8" 37 16'-1" 22 16'-1" 38 0 0 Srr `''Pe N NP 6' g._g, 20 E 11'-0" 34 9'-10" 21 E 10'-6" 34 �-{ 10'-10=10' 122 11'-6" 35 I " E K E �"w z9. v E 13'-10' 24 yq,_8.� 37 16,_y„ 25 16,_1., 38 K 6' o s a a UVFN Tk-I 1A i. � �li r NP 7' T-10" 18 E 9'-10" 35 I g'-1 19 E g°_g•' 35 10'-0" 20 10'-7" 36 12'-1 21 13'-7" 38 14'-1 22 14'-1 39 JK o<mm W CFI P I T-10" 21 9'-10" 35 9'-1" 22 9'-8" 35 10'-0" 23 E 10'-7" 36 12'-10' 24 E 13'-7" 38 K 14'-10" 26 E 14'-10" 39 „, w m W NP 8' 6-16'-10" 121 E 8-8g._B" 335 I g,_7.�g 7" 222 E 9._1„g 1" 335 I 9,_5„g 5" 2Z3 E 10'-0"0,_0" 336 K 12'-112._y„ 225 E 12'-912,_9., 339 K 14'-0'4,-0„ 226 E 14'-04,_0„ 440 o,• Exa: ,-ac _I NP 9' 6'-6" 19 T-9" 35 E 20 8'-7" 36 8'-10" 21 Y4" 37 11'-6" 22 12'-1" 39 13'-2" 23 13'-2" 40 ID" GI I ..' (, J 6'-6" 21 E T-9" 35 '-1" 23 E a'-7" 36 K 8'-10' 23 E 9'-4" 37 K 11'-6" 26 E 12'-1" 3g K 13'-2" 26 E 13'-2" 46 e a 5'-10" 19 - T-D" 35 20 8'-2" 37 8'-4" 21 8'-10" 37 10'-10" 23 11'-6" 4D 12'-6" 23 12'-6" 41A"184g�' NP 10' 5'-10" 21 E 7'_D" 35 '_g^ 23 E g,_2.: 37 K 8 4„ 1 E K E K E O 8'-10" 37 10'-10' 26 y y'-6" 40 12'-6" 27 12'-6" 41 m N ? N P 11' 5-8"5,_B" y22 E 6'-4 g•-4" 335 7,_4,:7 q 224 E 7,_g:,7-9„ 3� K 8 0"8,_0., 224 E 8._6„ 8'-6" 336 K 10'-310-3" 226 E 10'-10'-10" 40 K 12'-0"2,_0" 227 E 12'-0"2'-0" 441 K 11' LL "5 a� m O� "" NP 12 5,_3„5 3" y22 E 5'-15'-10" 335 7 0"7,_0„ 224 E 7,_5"T-6" 337 K 7 8"7•_8" 225 E g,_2„ 8'-2" 338 K 9 109'-10" 227 E 10'-6"0 6 41 K 11'-6"1'-6" 228 E 11'-6"1'-6" 442 K 12' N mot/ r'I,,q only E��f ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTAND/NG SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID w •"`� MAX.COL. jo MAX.POST MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POS7 MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST ¢ Oj.a,� FTG p7G MIN. MAX.POST FTG. FTG, FTG FTG. FTG. MIN. MAX.POST �.G MIN. 5 p U a e p- S3o.<3317 5-22 .�y SPACING m SPACING POST SPACING " POST SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST m— . DNS r (SPAN) DIN.) TYPE (SPAN) (INJ TYPE (SPAN) DIN') TYPE (SPAN) (INJ TYPE (SPAN) (INJ TYPE (SPAN) (INJ TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) DIN') TYPE cHUP,rASI Y SE 12'-0" 34 10'-1 19 11'-6" 33 11'-9" 20 12'-6" 34 15'-2" 21 16'-1" 36 9T-7" 23 1T-7" 37 CAMPBELL .! � NP 5' 21 E 11'-9" 33 H 10'-10" 22 E 11'-3" 33 � � 11'-9" 23 E 12'-3" 34 H 15'-2" 24 E 15'-9" 36 K 1T-7" 26 E 1T-3" 37 K 5 `9Y FP M NP 6' E 11'-0" 34 I 9'-10" 20 E 10'-6" 34 10'-1 20 11'-6" 35 y3'-1 22 14'-8" 37 16'-1" 23 16'-1" 38" 2 10'-9" 34 9'-10" 23 10'-3" 34 H 10'-10' 23 E 11'-3" 35 13'-10' 25 E 14'-6" 37 K 16'-1" 26 E 15'-9" 38 K 6' zg wNzy T NP 7, 9 9'-10" 35 9'-1" 20 9'-8" 35 10'-0'ID 0" 224 E 10'-710'-6" 336 12' 12' 10 226 E 13'-�'3.�„ 338 K 14'14'�-10" 227 E 14'-14'-8" 339 K 7� m8w0. w2 E g,_7„ 35 g._y„ 23 E g,_7,: 35 zN NP 8' of 2 E 8-gg'-4„ 335 8,_7„8 7 21 E g,_1119'-0" 335 9 5"9'-5„ 224 E 10'-O9,_9" 336 K 12'-112,_1„ 226 E 12'-g12._7,� 339 K 14'-0'4'-0" 227 E 14'-0'4'-8" 440 K 8 o",NP g' T-9" 35 8'-1" 21 8'-7" 36 8'-10" 22 9' 4" 37 11'-6" 24 12'-1" 39 13'-2 24 13'-2" 40 J 6'-6" 23 E T 6" 35 I 8'-1" 24 E 8'-6" 36 K 8'_10, 25 E 9'-3" 37 K 11'-6" 27 E 11'-10" 39 K 13'-2" 28 E 13'-8" 40 K 9' �$ NP 10' S-16'-10" 222 E 7_06'-9" 335 1 7 8 T-6" 225 E 2 i 8 2"8,_1,� 337 K 8 4"g'4" 225 E 8 1 8'-9" 337 K 10'-10'10 228 E 11'611,_3„ 440 K 12'-6"2 6" 22g E 12'-6"2'-3" 441 K 10' 0 In LNP 11' S-8"5.-8" 223 E 6 48.2" 335 7 4"7'4" 225 E 7 9"7,_8„ 337 K 8 0"8,_0„ 226 E 8._6.,8'4" 338 K 10'310,_3., 228 E 10'-10'-9" 440 K 12'-0"2-0 229 E 12'-0"1'-9" 441 K NP 5'3" 20 V-10" 35 7'-0" 22 T-T 37 12' E 7'-8" 23 8'-2" 38 9'-10" 25 10'-6" 41 11'-6" 26 11'-6" 42 m 5'-3" 23 5'-8" 35 7'-0" 25 E T-4" 37 K 7'.B" 26 E 8'-1" 38 K 9'-10" 28 E 10'-3' 41 K 11'-6" 29 E 11'-3" 42 K 12' JsereWelllDocuments\DURALUMIIAPM0079512-26-1412-28-14 G i.dwg,9/i 6/20142:05e09AM,11 x 17 BEAM TYPES ATTACHED & FREESTANDING LATTICE COVERS - 10#LIVE LOAD - 110, 120, 130 MPH-EXP. B &C 3"SQ. STEEL BEAM DBL. 2"x6.5"x0.032" OR K 3"x8"x0 042°BEAM i ASTM A653 GRADE 40 ALUM.ALLOY 3004-H36 ALUM.ALLOY 3D04-H36 rc w OR EQUAL OR EQUAL i w ATTACHED FREESTANDING ATTACHED FREESTANDING > � �{ 1.00• I� 6.5' F F MAX POST MAX.POST MAX.POST MAXPOST M1N. j o_ _ I I 0.032' MAX.PJG �jf MIN. MAXPOST MIN. �G' POST SPACING SPACING FTG POST m MAX.COL. ❑ FTG. SPACING SPACING 0.042' SPACING m 3 SPACIOST SPACING (IN) POST FOR DBL FOR 35c8• (IN.) TYPE FOR DBL. FOR 35c8• (IN.) TYPE 2 ON SLAB* w (SPA TYPE (SPAN) TYPE 2•x6.5"x0.032 BEAM Yx6.5"x0.03Y BEAM F 0 . u 0.14°R 0.042" a TYP. 11'-1" 13 10'-2" 25 F 14'-1 15'-4" B 15 14'-1 15'-4' 28 G 5, < < ° 3.0• TrP. 11'-5" 5' 11' 1" 15 B 10'-0" 27 G 4'-10" 15'�" 30 0s8" 0.048" �4.0- 10'-6" 14 9'-7" 25 F 13'-7° 4- 1- B 15 13'-7" 14'-1' 28 w o L TIP. 2.0' MAX 2.0" G 6' m ur t O 9'-7" 6' 10'-0" 16 B 9'-4" 27 G 13'-7" 14'-1` 17 13'-3° 13'-9" 29 r I DBL. 2"x6.5"x0.032" r 10'-0' 14 9'-1° 25 F 12'-7" 13'-1" B 15 12'-7' 13'-1' 28 G 0 z m �• I �3.0•--I I I 8'-2" 7' 10'-0" 16 B 9'-0" 26 G 12'-7" 13'-1" 17 12'-3" 12'-9" 29 7 ALUM.ALLOY 3004-H36 H.---3.0'---�i OR EQUAL I 9'-6' 15 8'-8" 26 1 V-9" 12'-3" B 16 11'-9" 12'-3' 26 �. $ ( 3" SQ. STEEL BEAM DBL. 2"x6.5"x0.042" 3"x8"x0.042"BEAM 7.2 $ 9'-6" 17 B 8'-7" 26 G 11'-9" 12'-3" 18 11'-6" 12•_0" 28 E D ASTM A653 `1 ALUM.ALLOY K AL UM.ALLOY3004H36 J B'-10" 15 g'-4" 26 G 11'-211'-2"11 711'-7" B 16g 11-10'-1D11 11'-3" 22g G 9' o GRADE 40 OR EQUAL OR EQUAL J 6'-4" 9' 8'-1 D" 17 B g'-3" 26 g'_g^ 15 8'-1" 27 10'-7" 11'-0" 16 10'-7" 11'-0" 29 G 10' 0 AL ENG/ �$ 5'-9" 10' 8,_6. 17 B 8'-0" 27 G 10'-7" 11'-0" B 19 10'-3" 10'-8" 29 5,_2" 11' 8'-1" 15 B LO" 27 G 10'-110'-1"10-610'-6" B 119 10 19'-10 10-610'-1° 229 G 11' a v' NSEp fi 8'-1" 18 zap 7•-9" 16 28 9'-8" 9'-8" 17 9'-8" 9'-8' 29 G 12' T r 4Q T=u oa4'-9" 12' ]._y^ 18 B 28 G 9'-8" 9'-8" C 19 9'-6" 9'-2" 29 0 V i2 w Q o J 7.8 5' asnl �1/ GFnnEm 0 of 0 wQ� > ATTACHED FREESTANDING ATTACHED FREESTAND/NG m w N l° > >3 DST DST aS ,. Gr_ 6 0' MAXCOL. ?❑ MAX.POSSAC NG PO FTG' OIST S AC NG FfG. OIST SP C NG SAC NG POST MAX-POST FfG. pOST S AC NG SPAC NG FfG GIST m N. 3 J 0.625 OSPA N SLCING AB* F 3 (SPAN) (IN.) TYPE (SPAN) (IN') TYPE 2•x6.5'k0032'FOR DBL. FBEAM OR 8• (IN.) TYPE 2'.6.55ND'aw•FOR DBL FBEAM 8• (IN.) TYPE 0.042' ^ TYP. L1 11'_1^ 14 10'-2" 27 14'-1 15'-4" 15 14'-1 " 15'-4" 30 G 2.871 11'-5" 5' 11 0" 16 B 9'-9" 28 G 14'-6" 15'-2" B 18 14'-1" 14'-7" 31 5' 10'-6" 14 9'-7" 26 13'-7" 14'-l" 16 13'-7" 14'-1' 29 G 6, �t ,� 3"x8"x0.042" BEAM O 9'-7" 6' 10•�^ 17 B 9'-3" 28 GM�13'-X� 13'-10" B 18 2'-10" 13' 4" 31 �1L ER�T W/ 14 GA. STL. INSERT N `w a � � I M r 10'-0" 15 9'-1" 26 13'-1" 16 12'-T 13'-1' 29 G 7' k<I 39'0" 3.0'----1ASTM GRADE 50 8'-2" 7' B GB 12,_D"9' 10" 17 8'-9" 28 12'-10" 19 12'-4' 30MA �n3"x8"x0.042" BEAM I 9'-6" 15 8'-8" 26 G 2'-3" B 17 11'-9" 12'-0 28G=\ Z DBL. 3"x8'x0.042"BEAM W/ 12 GA. STL INSERT 7-2 $ 9'_g^ 18 B g'-4" 27 12'-1" 19 11'-2" 1p_7^ 30L 6,�^ 9' 8-1016 B 8'-4"g,_1„ 228 G 11'-711'�" B 120 11 210,_7•,11 1,-0" 229 9' E ALUM.ALLOY 3004-H36 ASTM GRADE 50 GEX$1: �+ OR EQUAL J '- " 18NOTE WHERE 12 AND 14 GA STEEL INSERTS OCCURASSHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 4t B'-6" 16 8"" 27 11'-0" 17 1D'-]" 11'-D" 29 G 10, N ETHE FULL LENGTH OF THE TX8'BEAM. l-{" 5'-9" 10' 8,,,4" 18 B 7'-10" 28 G10'-9" B 20 10'-1" 10'�" 29 m „� ^'E4t 8'-18-0 -10 22 6 10,_1„ 10•_s" 216 B 7 G5,_2„ 11' G 0 ' 2 s 11' o 7'-9" 16 7'-B" 28 9'-8" 9'-8" 18 9'-8" 9'-8" 29 G 12' 0,z w" 4'-9" 12' 7'_8" 1 g B 7'-4" 30 G 9'-7" 9--4" C 21 T=1 m Q u y w n- IS."✓..-.F!V(� 0RADEw ATTACHED FREESTANDING ATTACHED FREESTANDING o i 5.� �• /� FOOTNOTE: "SAMPLE" B.0" <� MAX.FORPOST MAXPOST MAX.POST MAX.POST MAXCOL. j❑ MAX.POST FTG MIN. MAX.POST FTG MIN. FTG MIN SPACING SPACING FTG. MIN. O❑ O d ICI .042• m SPACING POST SPACING POST SPACING SPACING POSTFOR POST m F 4a m- 0�•• 74 2�2 �� FIGURE INDICATES TYP. = SPACING K3 (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE 2YFOR D 6.Sx0o32" FBEAM B" (IN.) TYPE 2•x6.5•xOB03Y FBEAM B' (IN.) TYPE �3 aOmw EXPOSURE B ON SLAB `� * - FIGURE INDICATES T MA ( 11'-1" 15 10'-1" 28 14'-1 15'-4" 16 14'-1 15' 1 31 G 5, EXPOSURE C � 10'-7" 5' 10'-9" 17 B 9'-7" 30 G 14'-4" 14'-10 B 19 13'-8" 14'-2" 33 H AM WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.B&C. 17 13'-7" 13'-1 " 31 , w e 10'-6° 16 9'-6" 28 13'-7" 14'-1" P' *THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL I 30• I I 0 $'-10" 6' B G > 'o m • F-- ---+-- �-I 10'-2" 18 9'-1" 29 13'-1" 13'-7" B 19 12'-6" 13'-0" 32 G 6 w S `STq`"' BE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN 3.0 MAX 3.o M 10'-0" 16 9'-0" 029 12'-7" 13'-1" 17 12'-7" 12'-10" 30 7' OF THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN r 7'-7 7 B G B G FOR THE SELECTED BEAM. DBL.3"x8"x0.042"BEAM 9'-8" 18 8'- 12'-2" 12'-7" 20 11'-7" 12'-1" 31 I ~ 9'-6" 17 8'-8" 11'-9" 12'-3" 18 11'-9° 12'-1° 29 $' o o O W/DBL. 14 GA. STL. INSERT 6'-8" $' 9' 1" 19 B g•_ G 11'-4" 11'-9" B 20 10'-10" 11'-3" 31 G ALUM.ALLOY 3OD H36 OR EQUAL J " 8'-10" 17 8'-3" 27 11'-2" 11'-7° 18 11'-2" 11'-4" 29 NOTE: DBL.3x8"x0.042" BEAM J 5'-11 9' B 8'-0" 29 G 1D'-9" 11'-2" B 21 10'-3" 10'-8" 30 G 9 0 8'-7" 19 FOOTING SHOWN REPRESENTS LENGTH OF W/DBL. 12 GA. STL. INSERT 8'-6" 17 6'-1" 28 G 10'-7" 11'-0" B 18 10'-7" 10'-9" 29 G 1 O, 0 O EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. P 5'-4" 1�� 8'-2" 19 B 7'-8" 30 10'-2" 10'-7" 21 9'-9" 9'-10" 30 WHERE SLAB OCCURS,CUBED FOOTING SIZE ALUM.ALLOY 3004-H36 OR EQUAL O 8'-1` 17 7'-9" 29 10'-1" 10'-6" 19 10'-1" 10'-3' 29 G 11' a MAY BE REDUCED 6'EACH SIDE FOR FREESTANDING ONLY. r 4'-10" 11 7,_9^ 20 B 7'-6" 31 G 9'-9" 9'-10" B 21 9'-3° 9'-0" 31 w SEE ALTERNATE FOOTING TABLES NOTE WHERE 12 AND 16 GA.STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED ]'-9" 18 ]'-]" 29 9%8" 9''6" (' 19 9'-g" 9 4" 29 G 12' SHT.9 FOR ATTACHED COVERS THE FULL LENGTH OF THE 3•xB•BEAM. 4'-5" 12' ]'_6" 20 B '-2" 31 G 9'-4" 9'-1" v 22 9'-D" 6''3" 31 .-__sinnmmments\DURALUM'APMD 0195\2-28-14\2-28-14 D 1.dwg,3/7620142U7:53 AM,11 x 17 ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS 2.740" w ROOF SLOPE SHALL BE 1/4": 12"MIN. ALUM.ALLOY w z 6063-T6 z w r MYL F`���y T=.060^ 3.200" FOR APPROVED OR 4.450" 3" OR4Y4" ti�< _ F * No.C37648 INSUL. ROOF PANEL ALL FASTENERS bzo SEE NOTE BELOW SEE TABLE SHEET 4 w o m EXP.6Sl311 I 3"OR 4 Y4"APPROVED STRUCTURAL SANDWICH PANEL, n w SEE NOTE BELOW m w o Utz 0 i �— 1.880'--- I 3" OR 4.25" HANGER CHANNEL 0 U HEADER BEAM AND ENCLOSURE WALL SYSTEMS NAL i 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. a " E ` 148 OPTIONAL DECORATIVE FASCIA o Sd�'47F ®PL`®�✓� FASTENER (WOOD,ALUM. OR HARDBORD)� 2 OF I. c PANEL TO HEADER BEAM CONN. SEE sHEETa EXTRUDED EXTRUDED '_ "IR3"GUTTER DRIP EDGE 4SEE SHEET M4 6U2 oua - E C) ;y. j r s1kS: L I-BEAM Ewo (AS SHOWN IN THIS REPORT) E m G=m -��-�'�� :`�; OPTIONAL RAIN GUTTER <- C[ i � BEAM (AS SHOWN IN THIS REPORT) g OPTIONAL NON-STRUCTURAL FASCIA m ma e LL U � O� Qzm 55 B *n\•' EN ~y�* a• ��. �% wo•N0. 17 s 2 •�� w a a Obi U�r,A THOMAS TRAY NOTE: o m C THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS a o m m....MFBELL �� EVALUATION REPORT MUST BE ICC-ESR 1230 EVALUATION REPORT AND/OR ................ pE C'F Apr DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS Li p COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR w 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM wsw .. PATIO COVER DRAWINGS INDICATED IN THIS REPORT. 'tom _� w R W QWN OfOK NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED o v w x rn �Usems deINDocuments\DURALUMUAPMO 0195@-28-14\2-28.14 D 1.dwg,311 6/2014 2 2552AM,11 x 17 SNOW DRIFT AND SLIDING DESIGN o S, z .p THE MAXIMUM ALLOWABLE TABULATED SPANS FOR SOLID ROLL-FORMED ROOF w z PANELS, LATTICE RAFTERS AND BEAMS USED IN THE CONSTRUCTION OF d a g ATTACHED RESIDENTIAL_AND COMMERCIAL COVERS MUST BE ADJUSTED WHERE z w SNOW DRIFTING AND SLIDING ARE REQUIRED,SEE TABLES, SHEET 51. a N G.gAf` < N Lu o C No. n � 'o 313't/ 100 zm ATTACHED COVER DESIGN ASSUMPTIONS o Lu = 20'-0" MAX. L}AL �� hd = 0.043 (Luf.33 (SL + 10)0.25- 1.5 SRO WHERE SL = SNOW LOAD, psf SNOWDRIFT �+�` � he aoa he = 3'-6" MIN. hd e m ir EL 4 GROUND SL, psf hd, ft. �p�97FOF � •4�v 30 1.43 PROPOSED o W (E) STRUCTURE qs ATTACHED ° 40 1.60 p .,sEER�. 50 1.75 MAXIMUM USED IN DESIGN COVER z� AI, E cLL o N x,W Exp: :•x a p C I = tom da.• o egg 41 _ azwm TH MAS I ` FREESTANDING COVER DESIGN ASSUMPTIONS 5 y r CAMPBELL . Now ........ f�Px- IF S < 20' AND S< 6h, 002 a w THEN SITE SPECIFIC ENGINEERING IS REQUIRED. z U J�Jary Oa¢a h mm w w�W .. S om (E) STRUCTURE m _. PROPOSED FREESTANDING COVER 0 0 0 " o n � v W W S , W .. ._,,_,nnm"me"ts\DURN-UM\IAPMD 01951728-14W-28-14 D 1.dwg,3/1&20142:26A4 AM,11 x 17