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PMT14-01003 City of Menifee Permit No.: PMT14-01003 29714 HAUN RD. ' CCEL MENIFEE, CA 92586 Type: Residential Addition MENIFEE Date Issued: 06/0512014 PERMIT Site Address: 30426 WIDE PLAINS CT, MENIFEE, CA Parcel Number: 358-490-043 92584 Construction Cost: $2,500.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL SOLID ALUMAWOOD PATIO COVER 42'X12'WITH NO ELECTRICAL Work: Owner Contractor RANDALL CHRISTIANSON 30426 WIDE PLAINS CT MENIFEE, CA 92584 Applicant License Number: RANDALL CHRISTIANSON 30426 WIDE PLAINS CT MENIFEE, CA 92584 Phone: 9516639185 Fee Description ,City. Amount f$1 is a Deck/Patio, non-standard 1 133.00 r 0. SMIP RESIDENTIAL 1 1.00 $162.00 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 builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee. Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Permit_Templatexpt Page 1 of 1 City Of Menifee LICENSED DECLARATION 1 hereby affirm under penalty or perjury that I am licensed under provisions of 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 License No. who builds or improves thereon, and who contracts for the projects with a Expires Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensors under the Contractors'State License Law for the ❑ I 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 request when 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:htto'//www.leciinfo.ca.gov/calaw.htrnl. permit is issued.My workers'compensation insurance carrier and policy number are: Property Owner or Authorized Agent Date Carrier Expires Policy# �By my Signature below, I certify to each of the fallowing: 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 el r the above- ❑ I certify that in the performance of the work for which this permit is issued,I ide i pro art for pection purposes. ]��� shall not employ any persons in any manner so as to become subject to the \d\ J/ workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Property Owner or Authorized Agent Date Code,I shall forthwith comply with those provisions. City Business License# Date; Applicant; 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, ❑YES OCCUPANT HANDLE A HAZARDOUS MATERIAL OR A DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS INFORMATION GUIDE? I hereby affirm that under the penalty of perjury there is a construction lending 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 ❑YES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS PRINT NAME: I hereby affirm under penalty of perjury that I am exempt from the Contractor's 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, ❑NO 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 I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or DYES 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($500).) CODE, SECOUS IONMAT 25505RIALI�E5533,AND 25534 CONCERNING HAZAR❑ I, as owner of the property, or my employees with wages as their sole compensation,will do ( )all of or( )porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; X The Contractor's State License Law does not apply to an owner of a property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion,the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF 171LLiNllFEE PLCK No: P t 29714 Haun Road Date: Date: / Menifee, CA 92586 Phone: (951)672-6777 Amount: Amounb Fax:(951)679-3843 Ck#: Ck#: 1 1 154 Building Combination Permit GISI To Be Completed By Applicant Legal Description: I / 1 G, Planning Case: F: L: R[: R: Property Ad. ess: h t Assessor's Parcel Number. ,71�O-D c�4� � 1 r, ' ProjecUTenant Name: n� Unit D\� N�tJR-'f � Name: �.L_ '�'- EA!a! . 3�� g7 Fax No.Property Address: Owner =J0 �, er Zip Code V L I Email Address * Csb 1 @ �LU t Name: Pho Fax No. Applicant Address: Unit Number Zip Code Email Address: t1Q Name: UN� E'IZJ Fax No. Contractor Address: ' b4 /f ciryfJ�. mr state Zip ontractor s t a c se Coo(nntractor's<ilXyState of Calif I(,tLISoeVnsa 1N`rou:J S SS1I-- Classification: Number of Squares: Square Footage DescriptiortlIIfN(drk• _/ F ft a n J 1 Cost of Work:$ ��oo Applicant 1` 's Signature - - To Be Completed By City Starr Onty Indicate As R-Received or N/A-Not Applicable --'9 OnflifenCtae6BFfulry dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Gad Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Tide 24 Energy(on 8 Y 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 Details ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration' Addition' Means/hlethods Work Type: Repair' Retrofit' Revision to Existing Permit'IRequired? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: h 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 Construction Sprinklered YES or NO that a I Coastal Zone Completion: pp y Type(s): C of o YES or NO Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt: City Project Elec.Vehicle Charger Landmark Seismic Retrofit Special Case:Bldg. OmoalA pmval Expedite Project(s) Child Care City Project Green Building Landmark Affordable Housing For Staff Use Only Building/Safety Permit Specialist Ci!y Planning Civil Engineenng I EPYVMI-Admin Transportation Myml I Rent Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY City of Menifee Building & Safety Dept. MAY 0 5 2014 30' (Received i ; ralal i 'i'RAGK ;1 p�GTla Cr UIR171, e�l�rrah �dJ1� i Y OF MEI 41FEE BUILDING AND S FETY DEPARTMENT 3o1 2(4 Wtaa t'I, (�APPR 1f L IIZ REVIEWED BY -- Wp4D "Approval of these plans sh I nct be construed to be a permit for,or an approval of,any Vitiation of any prov'sions of the federal,state or city regulations and or finances. This set f approved plans must be kept on the lion. V `PWa 5� • 0 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: DESIGN REQUIREMENTS: z w GOVERNING CODES: RESIDENTIAL APPLICATIONS-CBC AND IBC CHAPTER 16,CBC& IBC APPENDIX CHAPTER I. i 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 Pat.(SNOW LOADS AT GROUND LEVEL 25.30,40&50 PSI) LOADS2012 F R BUIILDIN BUILDING CODE,RUC 20`13 STRUCALIFCTURES AND BUILDING CODE, M MAN EI7-10-MINIMUM DESIGN COMMERCIAL APPLICATIONS-CBC AND IBC CHAPTER 16.LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2010 ALUMINUM MANUAL-ADM 1-10.COLUMNS ROOF LIVE AND SNOW LOADS:20,25,30.40&50 sI.(SNOW LOADS AT GROUND LEVEL 25,30,40&50 pso w �N A i BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2012 IRC AND 2013 CRC SECTION AH105.2. P �'Y ADDITIONAL DESIGN REQUIREMENTS: U Ei v G� DRAWING NOTES: � m 5� y 2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE, 'O ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. 1. TABULATED SPANS FOR SNOW LOADS ADJUSTED FOR ROOF APPLICATIONS. ,,/ ,r� < Q B 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS:110,120.130 MPH,EXPOSURES BAND C. C I T I L.I F M E N I F E E eQ 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR 11,I.Q. n 1 /� o THED MANUFACTURER PE LOADS ANDE SHOWN EPRE. BUILDING AND SAFETY DEPARTMENT w c � - ~ 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE 4. SEISMIC BASE SHEAR:17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER _* S. SEISMIC DESIGN PARAMETERS: NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE IMPORTANCE FACTOR:1.0 p • AND DIRECT THE SEQUENCES SHALL 8E SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SITE CLASS:D PLAT� APPROVAL O TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY:D O a 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL DI KEPT AT THE JOB SITE AND SHALL ER MAPPED SPECTRAL RESPONSE COEFFICIENTS:Sr 1.50,S.=0.6,Ses=1.0.S°.�-0.50 I- AVAILABLE O THE AUTHORIZED REPRESENTATIVES PLANS OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR R:1.25 ' w CHALL NGE OR DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUTANAPPROVED 6. DESIGN ASSUMPTIONS: L CHANGE ORDERNOT A-MINIMUM BUILDING HEIGHT OF MAIN STRUCTURE(MEAN ROOF HEIGHT):20' REVIEWED BY IIu c C 6. FREESTANDING COVERS SHALL SHALL L ENCLOSED WITH ANY TYPE OF SOLID DR MESH CERTIFIED S.LEAST BUILDING WIDTH OF MAIN STRUCURE:30' J-� 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 C.MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING:1O'X 10' 121NCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. DATE 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON * P d� :, ` '` G f'• EXISTING OR NEwcoNRETE sLAes. Approval of these Plans shall not be construed to be a permit for,or an x'•'t 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: appfOV3I Of,any violation of any provisions of the federal,state or city 4 y 1'D CARPORTS. c n '3 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 16D5.3.1. EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INdLQ bitiNDY and ordinances. This set Of approved Plans must be kept on t e o 0 THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS WP ISTEQQ;; PP ,AiU'1. , +" y DESIGN CONSIDERATIONS: EVALUATION REPORT.ATA MINIMUM,SUBMISSION FOR A BUILDING PERMIT MUST INCII 11I completion, o 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS:1/41NCH PER FOOT. FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: ° y„ - 12.MINIMUM COVER PROJECTION IS 10. A.TITLE SHEET AND GENERAL NOTES. "+� 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE B.STRUCTURAL CONFIGURATION(i.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). 0 EXISTING OVERHANG. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER AND/OR PANEL SPAN >_i 14.COVERS ARE DESIGNATED'RIDGED BUILDINGS•AS DEFINED IN ASCE/SEI 7,SECTION 6.5.13. TABLES. 15.COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN D.TYPE OF HEADER,POST TYPE&QUANTITY,FOOTING SIZE(WHERE REQUIRED)BASED ON THE _ ASCEISEI 7,SECTION 6.5.7.1. SITE-SPECIFIC DESIGN LOADS. ug 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS'OPEN STRUCTURES"AND E.APPROPRIATE STRUCTURAL DETAILS. V.CIINEER S Rry,_ 'PARTIALLY ENCLOSED;RESPECTIVELY,IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. F.OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING L 17.THE RATIO(HP),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH P JURISDICTION. �Q- •••"QA� SHALL NOT EXCEED ONE(1). ( L;m 1$ 0 O - S •':C�Q� I S.THE RATIO CLIP),COVER LENGTH(L,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT),SHALL NOT u"i a a A` n BE LESS THAN ONE(1). w SHEET INDEX: w e MATERIAL SPECIFICATIONS: EX SHEET# SHEET TITLE/DESCRIPTION w : 19.BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. City of Menifee O Cl I � 20WITHTHEALUMINUM ALUMINUM ASSOCIATIONANDHAVEEQUALORGREATERYEILDAND PROVIDED ULTMATESTRENGTHS�STERED Building & Safety Dept.dW�'•- d� T-1...........TITLE SHEET, DESIGN LOADS,GENERAL NOTES 21.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. SOLID PANEL STRUCTURES ..-.. 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING 1 .-.-.-- , o PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSRFT z 2 PER MAY 0 5 2014 2 ............OPEN LATTICE STRUCTURES E m- TABLE 18ED STEEL AND SECTION S SHA.4. 3 4.........PANEL SPANS TRI-V,W-PANEL&FLAT PAN m m 23.EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,RUST-O-LEVM OR EQUAL PAINTED OR a a ELECTROPLATED AND CONFORM TO ASTM A-0 5 ............MINIMUM FASTENERS/FAN BEAM 46 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO Received �•�r9®/�® w o M ASTM A653,GRADE 40. `ece I VG!d 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL& PATIOS Q Z�m - 24.FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4;STEEL BOLTS SHALL BE ASTM A-307.ALL BOLTS SHALL 7............HEADER BEAM TYPES, COLUMN!POST TYPES-9 HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN g a ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 8 ............EXISTING EAVE CONNECTION DETAILS r g w 7$1_2'""7 n•�;Y 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENT HALL BE HILT[KWIK-BOLT TZ CB 9 ............HANGER CHANNELS AND MOUNTING BRACKETS i�,ane AND CREWS AWIK-BOLT E ELFSS3 D SEE PLANS FOR LOCATIONS L C-FSSCR ESR(SMS FOR CONCRETE). 10 ..........COLUMN!POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS g: �� r a ^ 26.ALL SCREWS ARE SELF DRILLING(SOS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WITH ACC-ES ESR w a a e r ,;•. RAY 1976 OR APPROVED EQUAL. 11 ...........LATERAL FORCE RESISTING SYSTEM!MIN. NUMBER OF REQ. COLUMNS o 2 Z • CMJy' 8 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 ;i o RESIDENTIAL AND LATTICE ALUMINUM COVERS ARE 13-16......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH a o m m y�%„•• 28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, yp•.......��� EXCEPTION 2. 17-19......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH OF U 30.OM ,INC.WOOD SCREWSSC ARE IN ACCORDANCE WITH WITH I EVALUATION REPORT PORT 236. ESR 20-22......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,25#L.L, 110-130 MPH 3D.oMG, c nMeERLOK scREws ARE IN ACCORDANCE WITH Icc Es EVALUATION REPORT ESR-1D78. 23-26......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30#L.L, 110-130 MPH 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 m i I m 3335......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH „ 36-37......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH o o 1. 38-39......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS,25#1-1, 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 o li 46 ...........INSULATED ROOF PANEL ATTACHMENT DETAILS E Ge SLIDING,PER ASIDE 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 0somWelMowmentSIDURALUMIIAPMO 019512-28-1412-28-14 A I.dwg,3MW0142:32:55 AM,Tabloid SOLID PANEL STRUCTURES ROOF ROB OV OVERHANG, OR', ATTACHMENT CHANNEL �FAf OR WOOD, ATTACHMENT CHANNEL LFNGTy O CONCRE I E OR SEE DETAIL A,B&C. GTy CONCRETE OR MINUM AND PST ALUMINUM SHEET 9 AND SHgLLOF STRI. MASONRY WALL ROOF PANEL ALUSEE DETAILS S/-fAtt NOTRUQTUREV BEE SHEET 8 MASONRYWALL ROOF PANEL TI'IF NDTgF ONRF VAR/F SEE SHEET 8 SEE SCHEDULE MIN.0.25"SLOPE PER FT. F pRO�FCT FS.S,T ARfES �m w BF FOR SPANS � �ti SEE SCHEDULE pR0✓FCTLFSS TNgA/ S FOR SPANS IDN l'lAN orc" a y N SPP D' m F i A J W 14l "O.H."NOT TO EXCEED 25% w o Q^ Y� °O.H."NOT TO EXCEED 25% m m o OF ROOF PANEL a w OF ROOF PANEL a o = ALLOWABLE SPAN ALLOWABLE SPAN • SEE DETAIL 11, B SEE DETAIL 11, BFgM sp p a SHEET 12 FOR SPLICE PO Sp BEAM-SEE SCHEDULE SHEET 12 FOR SPLICE POSTgpAN/ BEAM-SEE SCHEDULE SFFS SpAC//yG FOR POST SPACING = POSTS,SIZE VARIES SFF gCy fD lNG FOR POST SPACING X= E POSTS,SIZE VARIES CyfOLLFg ULFS 0.11 ¢ $ �C O.s' 07- DFkC N O B NO M25O iv ATT3 112"ACHM NB ALTERNATE: MAIL A tpWgNGLE POST gLFSP _ ATTACHMENT SINGLE POST A ALTERNATE: LLOWA9Lg SPA a `O AS MAY BE USED SEE SCHEDULE AN MAY BE USED SEE SCHEDULE I WHERE. GJ N FQ '�0,i-'� WHERE PERMITTED. SEE SCHEDULE NOTE:NO SPLICE AT EXTERIOR POSTS e SEE SCHEDULE MAX HT=12' 8 O 70 NOTE:NO SPLICE AT IOR POSTS o" IL 48 8 FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED ;z SEE SCHEDULE SEE SCHEDULE 3 Z� v FOR FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER- j N CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER WO y '9J "OF Y� COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. ?_ O�q.s �' C�l`� 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. 4-6 TYPE "A" ATTACHED SINGLE SPAN W/ CANTILEVER OPTION TYPE "B11 ATTACHED MULTISPAN W/ CANTILEVER OPTION s=ra3> 2tq * 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. H .13 eye•T ?rF ~S.1. n. �Z`� LENGTIi OF gT ALUMINUM LFNGTy OFSTRUC W xP ALUMINUM RU h/ e U. CTURF ROOF PANEL MIN.0.25'SLOPE PER FT. O.HVARf $ 0 •• -i ,•�O ROOF PANEL O.H VARIES BEE SCHEDULE ES m d' BEE SCHEDULE FOR SPANS m � � • .. =%� FOR SPANS � a a •Ab.11 - O. 1.1 O.H. SPP LL o® • SPP SPPN o z 3 'O.H."NOT TO EXCEED 25% "O.H."NOT TO EXCEED 25% OF ROOF PANEL OF ROOF PANEL r ALLOWABLE SPAN ALLOWABLE SPAN } N g 0 00u1� SEE DETAIL FOR SPLICE BFA SEE DETAIL FOR SPLICE BEAM gp w a a M gp PAST AfY/ BEAM-BEE SCHEDULE F o 2 i g t/ PpgT Ay/ BEAM-SEE SCHEDULE op POSTS,SIZE VARIES SFF SChFADC�G FOR POST SPACING = POSTS,SIZE VARIES SFF SCyF CI DES FOR POST SPACING X o ,; 1 ;;4: ••;G� LES DU O.H. m 0 NOT ¢� o `` Ce 317 5-220 ALTERNATE: Op NDT TD ALTERNATE: OFaFAM TO �• 3 1/2"BLAB SINGLE POST ALLB>;AA1 3 112"SLAB SINGLE POST ALLDWgg HO F� TRAY MAY BE USED SEE SCHEDULE DIIABLFSpgA MAY BE USED� SEE SCHEDULE LF SpgN i a C 'i!PB TO CONSTRAIN) TO CONSTRAIN IWI w i� • FOOTING,SEE FOOTING,SEE NOTE:NO SPLICE AT THIS m a S�,•••.. •"Z` NOTE:NO SPLICE AT THIS SCHEDULE a w y rF GF P SCHEDULE POST AND AT END BAYS. F o'w /iU` POST AND AT END BAYS. o�mrc FOOTINGS FOOTINGS SEE SCHEDULE FOR SEE SCHEDULE FOR NOTE: EACH COMPONENT IS INTER- FOOTING CUBE SIZE NOTE:EACH COMPONENT IS INTER- FOOTING CUBE SIZE CHANGEABLE WITH ANY OTHER v 112 x 9°STEEL ROD CHANGEABLE WITH ANY OTHER 1/2 x 9'STEEL ROD COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. 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. g w TYPE "C" FREESTANDING W/ CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION N „-..-,b I mDOCUMO"M\DURALUMNAPMO 0195\2-28-1412-28-14 A i.dwg,3115=1411.42:22 PM,Ta6bid OPEN LATTICE STRUCTURES RAFTER SEE TABLE PORCINE i AND SPACING WALL LEDGER w OR ROOF MAX PROL 4/ft/NG MAX PRQI. SnHGeU/(�_ OVERHANG, SEE SCHEDULE BL/<D WALL LEDGER NOTE:THIS OPEN LATTICE-TYPE STRUCTURE SEE SCHEDULE "NG SEE DETAIL 3, y 1° MAX O.H. OR ROOF MAY NOT BE COVERED. SHEETS 8&9. w y� �25%OF RAFTER O. OVERHANG, ¢ `m SEE DETAIL 3, RAFTER,SEE TABLE ALLOWABLE t� FOR SIZE O m �eN�,L�. q�� O DO�OpSPAN SHEETS 889. AND SPACING �� a fc' 1Fif Y �ijy qBi +' G z "fit 25%uFowAOB F �" Cl1' F Sapp O SPAN w E no � 1g— m x u � � G arcu -- - -- BEAM SPICE-SEE' Q DETAIL 11,SHEET 12 O H O a NO BEAM SPLICE AT EXTERIORPOSTS �f•+�06� Yq iv x F LENGTH OF STRUCTURE VARIES R^�✓G BEAM SPICE-SEE f 0 _ DETAIL 11,SHEET 12 POST WITH SIDE PLATES NO BEAM SPLICE AT pfi6 ?v PoSEE DETAIL EX ERIORPOSTS �3 p S SFF Sp p�'i LENGTH OF STRUCTURE VARIES I IIIfItlIG 3112•SLAB ATTACHMENT µ,S go MAY BE USED WHERE + Sp POST WITH SIDE PLATES 1F e o NOTE:EACH COMPONENT IS INTER- sus siOAry PERMITTED. SFF Spq'9b� SEE DETAIL CHANGEABLE WITH ANY OTHER FFTge�ry ` SEE SCHEDULE T,9g�/ryG o u fi 4 8 COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING WHERE REQUIRED, NOTE:EACH COMPONENT IS INTER- Pis 312°SLAB ATTACHMENT :, SEE SCHED.FOR FOOTING CUBE SIZE w7 Sp MAY BE USED WHERE � CHANGEABLE WITH ANY OTHER sF sp qry� PERMITTED. �N sc S W NOTE:THIS OPEN LATTICE-TYPE STRUCTURE COMPONTENT UNLESS OTHERWISE SHOWN. FTg9°k' SEE SCHEDULE w a .!^� `OQ•�(�.� MAY NOT RECOVERED. - <F Z i FOOTING WHERE REQUED, Ylf Q SEE SCHED.FOR FOOTING CUBE SIZE �s TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE -• I * 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. G ttEc� 13k r a� om ' NOTE:THIS OPEN LATTICE-TYPE STRUCTURE MAV NOT BE COVERED. RAFTER.SEE TABLE MAX PROJ. MAX PROJ. W FT. FOR SIZE SEESCH U NOTE:TH IS OPEN LATTICE-TYPE STRUCTURE SEE SCHEDULE AND SPACING MAY NOT BE COVERED. o " C'4.L .• h S' E < MAX O.H. RAFTER,SEE TABLE e ° -f �SopF,'Z1q,k25 OF R O•H ALLOWABLE AND SPACING m m ° i•f p,k.5 A p°sT IF SPAN MAX.O.H. Sp 25%OF RAFTER O a v hx -' '9C/ryG M ALLOWABLE c� o SPAN vl Ci O F pppOS� Z w um'i x TSp G F iV � qC/hG ti�aa 'O€4AI Ij,. .,,•• ° ,V �v G.OG iv O z.s Tl e' vp'OQ- 14 x U n ci 1 •°,0 LENGTH OF STRUCTURE VARIES ®9 O R G 0 5 Tf•: .�15 y e 83 0 4jak Cl{`APSELL ° p DST CROSSSECTI LENGTH OF STRUCTURE VARIES R • •°••........ Se&T- SEE POST DETAI wo F I�ry„y . OF** T�/FC/NC 3 1 2'SLAB POST OROSSSECTION. W'w.. PoS SEE POST DETAIL, > o m NOTE:EACH COMPONENT IS INTER- To CONSTRE CONSTRAIN SFET S'OgC z.� u�i CHANGEABLE WITH ANY OTHER SFET Sp C SCHEDULE SEE / 3I/Z'MAY S ABED ci�L COMPONTENT UNLESS OTHERWISE SHOWN. '9B(F WG I� NOTE:EACH COMPONENT IS INTER- pqq TO CONSTRAIN FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SFET S'9C/4, SCHEDULE SEE SEE SCHED.FOR FOOTING CUBE SIZE COMPONTENT UNLESS OTHERWISE SHOWN. F C' FOOTING WHERE REQUIRED SEE SCHED.FOR FOOTING CUBE SEZE LL p N W TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE N JsersldefNDowments\DURALUNAIAPMO 019W-28-1412-28-14 A 1.dwg,afIS201411:44:30 PM,Tabloid SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C so• .am(I.S.) w ao' R=.1n° ---yyy ,n^ sT z .25• .35- .40" 7T .1 180" L (ALL UNMARKED RADII.06R) z i o .67' .40" .75" .45' w & T=(SEE TABLE 3.5043^ T=(SEE TABLE .70" .25' W 2 6" .38" T=(SEE TABLE BELOW) 2.47" Q n BELOW) .65" 1.725' BELOW) .282' _ 1.70- 25" 45° O `x 2. 6' 1. 8' .40" .65' TYR y N U �{ ^A .35" .75" .40' I I .40, .40- AO" -2. 1.92" 7 1.92' .7S 3.00'--i--4.50' 4.50'+4.50' .50' 3A0" A33" 2.0' 1.3" 1.3' -2.0' -.433" �_5.25" W Q 24.00" 2.0 6.00'/8.00' ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ALUM.ALLOY 3004-H36 OR EQUAL ¢ o 0 Uax F(FD. 24°TRI-"V PAN 12"x 3 112"W PANEL 8'x 2 Yz"FLAT PAN 6 x 2 Yz"FLAT PAN O �z L.L.= PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN L.L= PANELT 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN L.L= PANEL"T' 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN LL= PANEL"T" 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN 4a (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (INJ EXPA EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (INJ EXP.B EXP.D EXP.B EXP.0 EXP.B EXP.0 w ��. `�- 10'3' 10'3' 10'3' 10'3" 10'-3' 10'3' 73'-9' 13'-9" t3'-9' 13'-9' 13'-9" 13'-9" 12'-6" 12'-6` 1r-6" 12'-6" 12'-0' 12'-6" ,020 14 7" 14'-7" 14'-T 14'-T 14'-7" 14'-T o .pzp 1 .pzp 078 O 1r-r r-2° 10a" 10'-7` 9'_11° 10'-10' 10'-1' 10'3" 9'-6° 9'-7" 8'-0° 2'8" 12'-0' 12'0 Ira" 1r 6" 12'-3" 1r3' 12'3" 12'3" 12'3" 12'-3" 15'-3" 1", 15'3" 15'-3" 15'-3" 15'-3' .024 13'-T 13'-7" iTT ITT 13'-7' 13'-T .024 5'-10, W10" 15'-10' 5'10" S'-70" 610' 70 .024 .024 9'-9' 9'-9• 9'-2" 9'-3' B'-7" 13'-2° 12'-7" 12'-W 11'-10° 12'-0' 11•-1" 11'-0" 11'-6" 10'-8" t0'-10" 10'-1' 14'-2" 13'-0" 13'a" 12'-8" 0 0 14'3' 14'3' 14'3" 14'3' 14'-3" 14'-3' ITT 7T-T iT-T ITT" 1T-T 1T-T 1V-7" 15'-7" 15'-7" 15'-7" 15-7" 15'-T 70 1&0" 18'-0" 18'-0' 18'-0" 1", 0' w .032 .032 a E ANAL � 1 .032 .032 m '^w ��• tr3" 1-1 -1- 12'-1' 11'-2" IT-3- 10'-B" 15-6' 14'-9" 14'-9" 14'-0" 14'-1" 13'-3 14'-i' 13'-1' 13'-0" 12'a' it-0' 12'-0" 18'-2" 15'3" 15'-9" 15'-0" 15'-1" 14'3" 8'4' e'a" 8'a' 8'-0' 8'-0" e'a' 19'-7" 19°-T 99'-T' 99'-T 99°-7° 19'-T 17'_7" ITT' 17'-7^ 1T-7" 1T-T 1T-T 19'a` 19'A" 19'-0' IS-4" IFA- V (C1 .018 .040 .040 .040 d a, xJ T-9' 7'-5' T5" T-2' 7'-2" 6'-10" 9T-T 16'-8' 1g'-9" 15'-8" 16'-0" 15'-0° 15'-T 14'-10" 14'-10" 74'-9" 14'-2' 13'-0" 1T-6" 10'-10" 1T-0" i6'-0" i6'-6" 76'-0" 1 8 20 .024 10 1" 10 1" 10 i° 10 1" 10 1° 10 1" O 11'-3' 11'-T 11'3° 91'-3' 11'-3" 1V3" 10'-2' 10'-2" 10'-2" 10'-2" 10'-2' 10'-2 A2U 12 1" 12 1" 12'-1' 12•-1` 12'_9" 1B'-4• o" .020 t .020 o Q 8 8° 8-0" 8 5' 8 1" 8 1' 7 9 70 i" 9'6" 9'6' 9'-0' 9'1" 8'B' 9'-1" 8'-9" 8'9" 8'-0° 8'-e" T-11" 10'-10" 10'-0" 10'3" 9•_B" 9'-90" V 12'-1' 12'-1' 12'-1' 12'-7" 12'-1' 92'-1" 12'-0" 12'4i" 12'-6" 12'-6" 1r-0" 12'-0° IV-4" 11'-0" 71'-0" 11'-0° it'-0" 11'-0" 13'-3" 13'-3" 13'-3' 13'3" 13'-3" 93'-3" 0'' �p�T9TE OF .032 20 .024 1T-2" 10'9" 0'-8" 90'-3° 0'a' 9'-10" 20 .024 10'1" 9'-8" 9'-9" 9'-3" 8'-11" 2U 024 2'-2" 11'3" 11'43' 11'-2• 11'3" 10'-7" i S Cr� T3• TT T-3• T3" T-3" T-3" 94'-8" 14'-8' 14'-8° 14'-8" 14'-8" 14'-8" 13'-0` 13'-0" 13'-0" 13,-0" t3'-0• 13'A" ,032 15'-6" 95'E" 15'-6" 15'E" 1SE" 15'-6" .09B .032 .032 T-8" Ta' Ta" T-l" T-1" 610^ 133 12'-9" 12'-9" 12'a" 12'-0' 11'-7" 11-10° 11'a" 11--6" 11'-0' 19'-0' 10'-6' 14'-2" 13'-9' 13'-T 13'-0" 13'-1" 12'3" g'-9. 8'-9' 8.9" B'-9' 98'-3' 16'3" 9g'-3" 1g'-3" 76'3" 16'3" .040 74'-6' 14'-6° 94'$" 14'-6" W-6' 14'-6" .040 1g'-e" i6'•e" 16'-e' 16'-8' 76'-e' 16'-8' vM.�A`33`a4t([4 25 .024 .040 e'-4 v-5- 8--1' 8'-1" T-9" 15'-i° 14'-T 14'-T 133 14'-1" 13'-2" 13'-6' 12'-10" 13'-0" Ira' 12'-0" 11'-10" 15'-0° 15-2' 15'-2' 14'-10" 14'-10 14'-3" FF ,9S • ST�VPjt g•_8° g'_e" 9'-8" 9'-8' 9'-8" 9'-8" 11'-1" 11'-1" 11'-1" 11'-1' 11'-1" 11'-1" 9'-9' 9'-9" 9'-9" 9-9' 9-9" B-9" .020 104 10'4" 10'a' 10'-0" 10'-0° 10'-0" ig 4..• •• •sX�fp� .03z .020 0) .020 " •v ,. P10'-2" 10'-2" 9'-7' 9'-B" 9'-2" 9'-10" 9'3" 9'-5° B'-17" 9'-D" F-6• 8'-11" 8'-8" V-8" 8'-3" 10'-8" 10'-1" 10'3" 9'-8' 9'-9' 9'a° m w • TV' ``� a i fi•-7" 6'-T 6'-T 6'-7" 6'-7" 6'-T 72'-0' 72'-0' 12'-0" 12'-0' 12'-0" 12'-0" 10'a° 10'a" 10'a' 10'a° 10'a" 10'a" ,p24 11 9" 11 1` 111' 11 1" 111" 11 Cq ;• C Yi _ (' " T .018 T 3' T 0' T 0' 6'_g• 6'10" 6'-7" 25 .024 10'-7" 10'-8° 10'-2" 10•-3" 9'-9" 25 .024 9'-11" 9'-7" 9'-7" e'-2" 9'-3" 8'-10' 25 12'-0" 11'-6" 11'-T 10'-10" 8 3" 8'3" SIT 8'3' B'3" 8'3" 13'-2' 13'-2" 13'2" 13'-Z" 13'_2" 13'-2" 11'-0" 11'a" 1 V-4' 11'a° 11'a° 11'a" .032 12'-1" 12'-1" 12'-1' 1r-1" 1r-1' 12'-1" uw„•� EXga •• ��iy'� 30 .024 .032 .032 C• `. c{V L. •. 8'-3" 8'-0" 8'-0" T-9" T-9" 7'5" 13'-1" 12'-7" 12'-8° 12'-2" 12'-3° 11'-6° it'-10" 11'-3° 1T-3" 10'-9" 10'-10" 10'a" 14'-i' 13'•7" 13'-8' 13'-1' 13'-2" 12'-0' dd•'•. .•• .032 9 i' 9 1' 9 1° 9 1" 9 1" 9 1" ,040 14'2" 14-2" 14-2" t4'-2- 14-2" 14 2" 12'-3" 12'-3" 12'-3" 12'3' 12'•3' 12'-r ,040 13 t' 13 i" 13 1" 13 1" 13 1' 13 1" 8 oaD '1w.RA, 9'-10" 9'-0" 9'-6" 9'-1" 9'-2' 8`-10' 15'-0" 14'a" 14'-2" 13'-7" 1T-B" 13'-0" 13'3" 12'-9" 12'-9" 12'-T ira° 71'-9° 1,5 15'-1" 15'-0' 74'3" 14',9" 14'-1" m O^ .020(1) 10'-6" 10'-6° 10'-6" 10'-6° 10'-fi" 10'-6" 9'-3° 9'-3" 9'3" 9'3' e'•3" 9'3" 9'-9" 9'-9" 9'-8" 9'-9• 9'-9" 9'-9" RD TABLE 1 -MULTI-SPAN REDUCTION FACTORS 9'-2" 8'-9" 8'•11" 8'-5° 8'-6' 8'-2" 020 8'-5" 8'-0" e'-1" T.an T-to° T-s^ .oz0 s'-tt" sa° s'-7• 9'-2" s'-0" e'-11° R o FOR ROOF P_ANELS__.. __ . _. tr3' 1T-3" 1ra• - 11'-3^ 11'-31 it'-3" _ 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9-B• _ __-.024 10'A 10'a" 10'a" 10'-4" 10-4- 10'A !g ROOF UVE/SNOW LOAD,Psl .024 10'6° 10'9" 10'2" 9'7" 9'9" 9'2" •024 - _. w.� ROOF PANEL TYPE 30 9'-6" 9'-1" 9'-2" 8'-11' 8'-0" 30 10'a' 10'-6" 9'-17" o a1_0E 30M401.110 30 12'-6. 12'-6" 12'-6' 12'-6" 12'-6" 12'-0" .032 70'-9' ig'-9" 109 10'A" 101-9" 10'-9" _032 11'A" 11'a' 11'a" 11'a" 11'a' 19'a" Y a 74 12"x3Y5c0.020" 0.83 .032 Gj�• C/ 24"x2y1"x0.070" 0.65 12'-0" 12'-1° 11'-10" 11'-6" 11'-6" 1T-1" 11'-1" 10'3" 10'-9" 10'a" 10'-0' 10'-0° 13'-2° 12'-8' 13'-0" 12'-8° 12'-7" 11-10 s4C. •';l' 13'a' 13'4' 13'a' 13'a' 13'a" 13'a" 11'T 11'-7" 11'7" 11'-7" 11'-T 11'-7" 12'-3" 9r-3" 12'-3° 12'3" 12'-3" 123" j o•m 24"x21z'x0.024" 0.65 .040 040 .040 a,.o. 7749 ;73 24°1�°x0.032° 14'-2' 73'8" 133" 73'-0" 13'3" 12'-6" 1r7" 12'-214'-T 14'•1" 14-1 93'-7" O 04 O,, _ 9 1, 9-1" 9'-1" 9'-1" 9'-1" 9'-9^ B-0' 8-4' V 4" Ba" Ba' Ba" ,020 9 0 9-0' 9-0" B-0" 9 0' 9 0° a n m YF®� NOTE 1:MULTI-SPAN REDUCTION FACTORS ARE .020(i) Y 8'-3" B'-1° 8'-1" 7'-10" T-10' 7'-6" .020 7,8" 7'6" 7.6" 7'3" 7'2' 6'11' 9'-1' B'-10' 8'-10" 8•-7" 8'£' 8'-1' a o m°; ONLY APPLICABLE TO THOSE ROOF PANEL TYPES . CAMPS LL : SHOWN IN TABLE 1. 10•-3• 10'-3" 10'-3" 10,3' 10,_3" 10'-T' .024 9 0" 9 0' B D. 9-0' 9 0' 9 0" A24 9 6^ 9 6" 9 6' 9 B° 9.6. 9.6" W • .024 9'-7" 9'-1" B'-10" 8'-10" 8'-T 40 e'-B" 8'-3" e'-3" e'-D" e'-1" 7'-10" 40 10'-2" 9'-10" 9'-3` ..... 40 032 1 V-4" 1 V-4' 91'a" 11'a" 1 T-4' 1 r-4" 9'-9' 9'-B' 9'-9" 9'-9" 9'-9' 9'-9" 12'-t' 1 r-9" 18'-9" 18'a° 18'-6' 18'-1" 092 z a 032 NOTE:PANEL FASTENERS 11'-1" 19'-0" 10'-7" 10'-6° 10'-3° 10'-2° 9'-10" 9'-10" 9'-T 9'-7' g'-3' 10'3' 10'-1" 10'-1" 9'-10" 9'-1g" 8'-8' o ARE SHOWN IN TABLES I,2 AND 3,SHEET 12'-z^ 1z'-z• tr-2' t2'-2' iz'-2" 12'-2" .oaD 90 a" 90-7 107 10 7" to T 10 7 .040 11 2' 11 2" 11 2" 11 2" 11-2" 1T-z' 3aW� .040 12'-8" 12'-0' 12'-0" 12'-1" 12'-1" 11'-8" 1T4i" 19'-2" 11'-2" 10'-8" 10'-10" 106 73'-9" 73'a' 13'-6" 13'-0" _ - FOOTNOTE:- "SAMPLE" _. .020(i) -2" 8 2" B 2" j8'-2- 8'-2'2" .020 7-5" T-5" T5' T5" 73' 7 5" .02p 8 3' 8-3 8-3° 8'3"-NOTE:E: "S 6 9" " 6S 6S' 6 3 6'36'1' T8' T TFIGURE INDICATES I I 9'-2• 9'-2" 8'•2' 9'-2" 2" V' 8'-3' 8'-3` 8'3" V 3- 8.3° .0248B' g 9° 8 8' g 9° 8 9" 8 9"ATTACHED FIGURE INDICATES .024 8'-0° T•1D" 7'-10" 7-8" T-6" .oza 7'a" 7 3 7,3" 7,-1" 7'•0" 6'11" 8'-9' e'- B-7 8'-5° 8a e-1 O FREESTANDING 6010•-7" 10'-7` 10'-7' 10'7' -7" 50 032 B 1" 9 1" 9 1 9 1^ 9 1` 9 1 9-8" 9 8 9-8^ 9 8` 9-B" 9 B^.02 3 .0329'7° 9'-7" 9•T 9-38'-11' B'-8° 8'•7" V-6" B'-5' 8'a' 83' ' ° 10'-3" 10'-3" 10-1" 10.1" 9'-9 1'3' 3' '3" .040 9 B e-9` 8 9' 9 9" 9-9` 9 9° 04010'-0' 10'-0" 10'a' 90'-0" 10'a° 10'a' wj19'-0' 10-70 10-10 1 - 10'a" 9'-10• 9%9° 9'•9" 9'-5° 9'-7" 9'-2' 11'-10" 71'•T 11'-8" 11'-6' 11'-8° 11'-2" . ._,",.. manls\DUPALU"APMO 01 9 512-28-1 4@-28.14 A 1.dwg,3115201411:46:08 PM,Tabloid MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER FOR ATTACHED AND FREESTANDING SOLID COVERS t N� TABLE 1 TABLE 2 TABLE 3 Y (2) 2"x6 %2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND Yx8" WITH got, j 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS ~ " r NUMBER OF NO.14 TEK OR SMS SCREWS > NUMBER OF NO.14 TEK OR SMS SCREWS } N 5 o NUMBER OF NO. TEK OR SMS SCREWS j�, ?o PER FOOT OF BEAM LENGTH ¢= PER FOOT OF WALL HANGER AND BEAM LENGTH d'Exp. ,1 o PER FOOT OF BEAM LENGTH o { 110 MPH 120 MPH 130 MPH 3 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH a y EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C ~ EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C < o 5' 1 1 1 1 1 1 0 5 1 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 6' 6' 6' g 1 2 1 2 1 2 2 2 2 2 2 3 1 1 1 2 1 2 1 2 1 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 d- , 1 2 1 2' 1 2 2 3 2 3 2 1 1 1 2 2 2 7 3 2 2 2 2 2 2 7 1 1 1 1 1 1 1 1 1 1 1 2 w> 4 8' 1 2 2 2 2 2 8' 2 2 2 3 3 3 2 2 2 2 3 3 1 1 1 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 9 2 3 3 3 3 4 9 2 2 2 3 3 3 9 1 1 1 1 1 1 1 2 1 2 1 2 � S 9y�OF `a� ✓v a, CPN`�� 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 0 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 11 2 3 3 3 3 3 11 1 2 2 2 2 2 n`°w� 2 2 3 3 3 3 2 2 2 2 2 3 1 1 1 1 1 2 ° 4A 12' 3 3 3 4 4 5 12 2 3 3 3 2 4 12 2 2 2 2 2 2 ;�,, I. 2 2 2 3 3 3 2 2 2 3 3 3 e C`., d'•i, ':LLf�i 13 3 4 4 4 4 5 13' 2 3 3 Exp: �"n FOOTNOTE: "SAMPLE" �w E¢ CI I '. FIGURE INDICATES ATTACHED E FIGURE INDICATES FREESTANDING E B m � g FAN BEAM ° ; , ' �\ �C, EVo.8 7415- 202 ":�' ~0 0� ¢; FAN BEAM (19'-0"MAX SPAN) m TH RA, Y CAM BELL J FAN BEAM FAN BEAM O .......... ..Fp2� HEADER a R 0 om z[OR NG FAN AND/ T=.075" 212" . 1112" 2 n" GHT FIXTURE TYR AX. 30 Ibs.) Zd #14 x 3 1/2"S.D.S.SCREW #12 S.D.S.SCREW w w FAN BEAM AT BEAM AT HANGER CHANNEL a ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL a NOTE 1:WHERE MULTIPLE SPANS OCCUR,MULTIPLY o 0 TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1,SHEET T-1. w x m ,Users\dell\Documents\DURALUM\IAPMO 0195\2-28-14\2-28-14 A t.dwg,3115l201411:48:15 PM,Tabloid RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C rc z z z DBL. 2"x 6 1/2" RAFTER i w w 3'x 8" RAFTER w 2"X 6 1/2" RAFTER zZ rc "T" a 110 MPH 12D MPH 13D MPH L.L= "T" a, 110 MPH 120 MPH 130 MPH L.L= "T" a u 110 MPH 120 MPH 930 MPH (IN.) " o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 (PSF) (IN.) y o EXP.B EXP.0 EXP. B EXP.0 EXP.B EXP.0 (PSF) (IN.) u o EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 z w 6 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16'-0" 15'-10" 16_0„ 15'_0" 15'-9' 13'-8" 22'-6" 22'-4" 22'-6" 21,-1" 22,_2" 19'-2" r � � 16" 16" 19'-10" 19'-10" 19'-10" 19'-10" 19'-10" 19'4" < m 16" 26'-3" 26'3" 26'-3" 26'-3" 26,_3" 25.7„ 024 14'-2" 14'-2" 14'-2" 14'-2" 94'-2" 13'-9" 10 .042 24'-2" 24'-1" 24'-2" 23'-6" 24'-0" 21'-6" 13-1" 13'-0" 13'-1" 12'-3" 12'-10" 11'-2" 024 18'-4" 18'-3" 18'4" 17'-3" 18'-2" 15'-8" R 24" 24„ 24 16'-3" 16'-3" 1"6 29,_6„ 21'-6" 21,_6" 21'-6" 21'-6" 21'-0" 11'-7" 11'-T' 11'-7" 11'-7" 11'-7" 11'-3" 22'-9" 20.3„ 20'-2" 20'-3" 19'-8" 20'-1" 18'-2" t24' 28'-6" 28'-7" 27'-9" 28'-3" 25'-7" m o 0 16 23'-0" 23,_D„ 23'-0" 23'-0 23'-0" 16" 3-- 21'-10" 21'-10" 21'-10" 21' 10 - 21'=10 -21'=10" -- 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 1T-7" 25.3„ 25'-3" 25,_3„ 2S_3„ 24'-8" p � � « E4I 20 .042 10 .032 10 .03223'-3" 23'-4" 22'-8" 23'-1" 20°-90" 00 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" a 24" o a 17-10" 1 T-10" 1 T-90" 1 T-10" 9 T-10" 1 T-10" 14-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'4" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2" 24'-6" 24'-0" 24'-6" 23'-9' 24,_3" 23'-2" 34'4" 34'-7" 33'-7" 34'-2" 32'-8" ~ w - 19'-8" 19'-8" 19'-8" 19'-8" 19'-8' 19'-8'16" 16„ 21' 9" 21'-9" 21'-9" 21'-9" 21'-9" 21'-2" 30'-8" 30'-8" 30,-8„ 30'-B" 29'-10" o 25 .042 21'-6" 21'-6" 21'-6" 29'-2' 21'-3„ 20'-8"16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" .042 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" .042 2428_2 28'-1" 28'-2" 27'-4" 27'-10" 26'-8" 24' 24„ 17'-7" 17'-7" 17'-7' 17'-4" 17'-6' 16'-10" 17,_g„ 17'-9" 1 P-9" 17'-9" 17'-9" 17.3„ 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'-4" 16 18'-9" 18'-1" 18'-1" 18'-1" 18'-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" 17'-3" �(� �� 042 19'-1" 19'-1" 19'-1" 19'-1" 19,_1" 19'-1" 024 11'-9" 11'-9" 11'-9" 11'-9' 1T-9" 11'-9" 16" 16'-7" 16'-T' 16'-7" 16'_T 16'-7" 16'-7" as O� EN F� G111 30 24 13'-9" 13'-9" 13'-9" 13'-9" 93'-9" 13'-9" 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" >m 24" 15'-7" 15'-7" 15'-7" 15•-7" 15,-7" 15'.7" 9'-8 9'-8" 9'-8" 9'-8" 9'-8" 9'-B" 24" 13'-7" 13'-7" 13'-7" 13'-7'° 93'-7" 13'-7" Ba a 15'-10" 5'-10" 15'-90" 15'-10" 15'-90" 15'-10" 16, 15'-8" 15'-B„ 15'-8" 15'-8" 15'-8" 15'-8" 22'-1" 22'-1" 22.1„ 22.1„ 22'-1" 22'-0" oT 80 16„ 16" o 16'-8" 16'-8" 16'-B" 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 40 042 24 12' 9" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 20 .032 24 12' 10" 12' 10" 12' 10" 12'-10" 12'-90" 12'-9" 20 .032 24 98'-1" 18'-1" 78'-1" 18'-1" 18'-1" 18'-0" ga 13_8 13'-8" 13'-B" 13'-6" 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" 17'-3" z 1,4-s' . C PAY 16" 13-4 13-4 13-4 13-4 13-4" 13' 4 16" 19'-0" 19'-0" 19'-0" 19,-0" 79'-0" 18'-10" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 26'-7" 16" 50 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 18'-1" 18'-1" 18'-1" 18'-1" 18'-9" 18'-1" 25-6" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" .042 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .042 24" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" 15'-6" .042 21' 10" 21' 10" 21'-10" 21'-10" 21'-10" 21'-9" T 24" 24" a¢ 11'-2" 11,_2„ 11'-2" 11,_2„ 11'-2" 11,_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 10'-7" 10'-7" 10'-7" 10'-7" 70'-7" 10'-7" 16„ 15'-10" 15'-10" 15'-10" 15'-1 D" 15'-10" 15'-10" u a x Ytlg 16" 2" ma's � y 11'-7" 91'-7" 11'-7" 11'-6" 11'-6" 11'-2" 024 rc a 024 8'-1" 8'-1" 8'-1" 8.1„ 24" 13'4" 13'4" 13'-4' 13_2„ 13'-3" 12'-9" 3 " �F, €r r 1 'f 24" 9,6„ 9, 6„ 9, 6„ 9,_6„ 9, 6„ 9,_2„ 9,_3" 9,_3„ 9'-3" 9'-3" 9'-3" 9'-3" " _t ® • v n 0.04z $y � � 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4' 20'-2" 20'-2' 20'-2" 20'-2" 20'-2" 20'-2" (n : .+.. TVP. 16, 20'- 20'- 20'- 20'_ 20'_ 19'_ rn. 14.9„ 14'-9" 14.9„ 14'-6" 14'-7" 14'-2" 16" 9" 9" 9" 6" 7" 10" u� ; E P° e.o" 25 .032 11'-1" 11'-1" 11'-1" 11'-1" 11.4. 11'-1" 25 .032 16'-7" 16'-7" 16'-7" 16,-7" 16'-7- 16,-7" d� ' C i ai C7 0.oza" 24" 24" •,®" 0.024- as 0.o3z B.5" 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 1T-0" 1T-D" 1T-0" 16'-8" 16'-9" 16'-3" m """....• _ 0.032' 0.042" 24'-6" 24,-6" 24'-6" 24,-6" 24,-6" 24-6" T a 0.042" 16 17,_q„ 17.4„ 17.-4„ 17'4„ 17,4„ 17'-4" 16„ ' 042 17'-9" 1T_9" 17'-9" 17,-7„ 17,-B" 1T-1" 25'-1" 25'-9" 25'-1" 25'-1" 25'-1" 25'-1" Z 24" 13'-X 1 T-3" 13'-3" 13'-3" 13'-3" 13-3 20'-0"042 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" m m s.o" I 14'-7" 14'-7" 14'-7" 14'-4" 14'-6" 14'-0, 24„ 20'-6" 20'-6" 20,_6„ 20,_6„ 20'-6" 20'-6" o MAX .0"--�1 w 0 HEAL F FOOTNOTE: "SAMPLE" g�•' . G'G�, * 3"x8" RAFTER * 2"x6.5" RAFTER *DBL. 2"x6.5" RAFTERS o a' P»:s ALUM.ALLOY 3004H360R ALUM.ALLOY 3004H38 ALUM.ALLOY 3004H380R FIGURE INDICATES Q" D 8317 2 .� EQUAL OR EQUAL EQUAL ATTACHED FIGURE INDICATES a �� Nf aomL. IRAY `fr NOTE:SINGLE RAFTERS SPACED 16.O.C. MAY BE USED AT FREESTANDING THD A 32"O.C.WHEN DOUBLED AND SINGLE RAFTERS SPACED w CAIPBE 24"O.C.MAYBE USED AT 48"O.C.WHEN DOUBLED. PROJECTION SPAN z a ............ TRIBUTARY TRIBUTARY WIDTH TABLE - CLEAR SPAN (FT.) O.H. O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21wy 0 3 4 4 5 5 6 6 7 7 8 B 9 9 10 10 19 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 TRIBUTARY TRIBUTARY= h_, WIDTH 112 SPAN+O.H. 2' S 6 6 7 7 8 B 9 9 10 10 11 11 12 12 13 f E � 3' _ 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 E N 9 9 10 10 11 11 12 12 13 13 14 14 15 w 11 11 12 12 13 13 14 14 15 15 18 �',. NOTE:TRIBUTARY ON MULTIPLE SPANS IS m EQUAL TO CENTER SPAN TO CENTER SPAN .Users\delPOocuments\DURALUM\IAPMO 019M-26-14\2-28-14 A 1.dwg,3A5M01411:49:23 PM,Tabloid i RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C MAL y * z 2"X 6 1/2" RAFTER z w DBL. 2"x 6 1/2" RAFTER z L.L= "T' a� 110 MPH 120 MPH 130 MPH L.L.= "T" a 110 MPH 120 MPH 130 MPH z i W W N o-- � " r (PSF) (IN.) u o EXP.B EXP.0 EXP.B EXP.0 EXP. B EXP.0 (PSF) (IN.) m o EXP.B EXP.0 EXP.B EXP.0 EXP. B EXP.0 w c. H 16` 9,_g„ 9,_g„ 9,_9" g,_9„ g-g" 16" ;14'-B'p 14._8" 14._8" 14'-8" 14._8„ 14'-8"02410'-3" 103" 1 V-3" 10%3" 10'-3" 103" '-6" 14'-6" 14'-6" 14'-6" 14'-6' 14'-6"a. _ f . e .� 24" T_6" 7_B" 7.6" 7'_B" T_6" T-6" 024 ., 11._2„ 11,_2„ 11,_2" 11._2„ 11,_2„ o F 1 8'_6" B'_B" B'_B" BB" B'_B" B'_B" 24 -10" 11'-10" 11'-10" 11'-10" 11'-10' 11'-10" Wwoo12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" " 1 B'-7" 18'-7" 18'-7" 18'-7" 18'-7" mo„ � z_1" 13'-1" 13'-1" 13'-1" 13.1" 30 032 16 '-4" 1B' 4" 1B'4" 1B 4" 18' 4" 30 .032 u 24" 10'-2" 10'-2" 10.2" 10'-2" 10'-2" 10'-2" 24„ 15'-3 15-3 15'-3" 15'-3" 15'-3" 15'-3" p iD'-8" 10'-B" 10'-B" 10'-8" 10'-8" 10'-8" 15'-1" -� 16" 16'-0" W-0" 16'-0" 16'-0" 16'-0" 16'-O" 22'-7" 22'_7" 22'_7„ 22'_7" 22'-7" 22,_7" o >, �Pd F��✓ 042 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 042 16 22'-2" 22'-2" 22'-2" 22'-2" 22'-2" 22'-2" 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" Y 12-10' 12'-1D' 12'-1D' 12'-10' 12'-10' 12'-10' 16'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 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" 16" 16" a ,A T �` 'a 02491-1 12'-B" 12'-8" 12'-8" 12'-8" 12'-8" 1 T-8" ICJ F P w 24116,_2" 6'-2" 6'-2" 6'-2" 6'-2" V-2" 024 9'-10" 9'-10" 9'-1D" 9'-10" 9'-10" 9'-10" o 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 24" 1D' 4" 10' 4" 10'-4" 10'_4" 10' 4" 10' 4" 00 �$ I. CPS 16" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 16'4" 16' 4" 16'4' 16-4- 16'-4" 16'4" a 40 .032 '- 1'-6" 11'-6" 11'-6" 11'-6" 11'-6" 16 116" 1 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" a r 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'3" 8'-3" 40 .032 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'_B" „ 24 1 Bi i R k!9�47 16" 13'2 q„ 13'2" 131 2- 13 2'4, 13'2" 131 2" 1919,2. 1919,n2., 1919'2„ 191 91, 1919'2,. 1919"2„ ...., SOF y mA I. Ate ? 042 139„ 139„ 13,_9„ 13_9„ 13,_9., 13,_y„ 16" 19, 4- 19.�„ 19,4„ 19,_q„ 19,-4„ 19,_4„ "'� vj• L O 4 24 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-8" 042 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" w w ' 24 15'-10" 15'-10" 15'-90" 15'-10" 15'-10" 15-1 D" F I W ; : Z o ExP C V I ac 16" 7-3 7-3 7-3 7-3 7-3 7-3 16„ 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" �0 m �9, ' yo 024 8 2 8-2 8-2 8-2 B-2 8-2 024 11'-4" 24" 5'-2" 5'-2" 5'-2" T-2" 5'-2" 5'-2" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 5 �. 1&44� 5,_9„ 5_9„ 5,_g„ 5,_g„ 5,_g„ 5•_g, 24" g,_q, 9._q„ 9,-4„ 16" 9,4, 91_9„ 9,_9„ 91-9" 9'-9" 9'-9" 14,_8„ 14,_B„ 141_8, 14,_8„ 14._B„ 14,_8„ 16" a 50 .032 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 14-6 14'6" 14'-6" 14'6" 14'-6" 14'-6" } m 4 7'-0" T_0" 7'-0" 7'-0" T-0" 7,_D" 50 .032 .. 24" 24" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 11'-3" m e 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" LL - + lal §L 16 11,_9„ 11,_- 111_9" 11,_9„ 111_91i 11,_9„ 17'_9" 17,_9„ 17'_9" 17,_9„ !17AT ..�'..•.' `1`G 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 16" 17'-6" 1 T-6" 17 6" 1T6" .042 24 y,_D" 9,_D„ g,_ „ 9,_D„ 9,_D9 D 2413,_7„ 13,_7„ 13,_7„ 13,_7„ No. 1741 202 t� ' " ' " ' " ' " ' " 10'-2" 14'-3" 14'_3„ 14' 3 14'_3" rc • T AMA IRAY•! FOOTNOTE: "SAMPLE" 8O 2 z R ()'ary FIGURE INDICATES o AT,• • ATTACHED °q�.... FIGURE INDICATES OF FREESTANDING w w zw ui'w., z9zo zaWw �¢U?u oowrc 0 u p � 'Fc a ID W 2 N Usersldell\Documenls\DURALUM\IAPMO 01 9 512-2 8-1 4�2-28-14 A 1.dwg,3/15/2014 11:61'.41 PM,Tabloid HEADER BEAM TYPES 1.5Y GUTTER p EXT.CUP 1.00° z 0.375 w NAIL ECG, 0.61' V9" SPLICE SPLICE T=U-12S Z z o Y C iO 2 WHERE 0.14'R WHERE ALUM. U w n �`` WSPLICE HERE OCCURS-� TMP OCCURS S�Ti W / SPLICE OCCURS \Y� 3.0" Q - y WHERE 6.5, 2.ST I 4.S 029' 0.048' 6.658' 7.0' c) m [ C37 A OCCURS 0.73' 4.D' TYP. 0.110' w 039 0.075 I I o.070' O.O6S TYp . y1 a p P. TYP. I II 3.0' TVP. TYR o E .038' I l L------J I__----- I 0.375L___4 < 0 0 --J E 3" SQ. STEEL BEAM a.m z.s3• 3 0• 4�., ASTM A653 GRADE 40 1.75 O o Z T 6.5" ROLLFORM a.o MAG BEAM GUTTER FASCIA C 4" I-BEAM D 4.5" MAG GUTTER 7" ]-BEAM A B ALUM.ALLOY ALUM.ALLOY . 25' ALUM.ALLOY ALUM.ALLOY OF ALUM.ALLOY 6063-T6 6063-Tfi 3004-H36 6063-T6 6063-T6 W/ 1 "C" SPLICE G ALUM.ALLOY 6063-T6 Pao v H W/(2) "C" SPLICES T=12 OR e 14 GA. ]67s ASTM ALUM.ALLOY 6063-T6 R yo q�of .o Q� GRADE W n o NOTE: a S C 004" fi.s WHERE'C'SPLICE OCCURS AS SHOWN IN a 0.032• a.D" SPAN TABLES,IT SHALL BE INSTALLED THE 0 N TrP e.0 rc 0 oa2 0 0y2• FULL LENGTH OF THE 7"I-BEAM. z o I I T042 TG4 0.625" €�1h e �, r�� 4� �3.0 � �I 2.875- " L .-r e, 20° MAX. 2.0• n 'n G si, r 3 x8"x0.042" BEAM z DBL. 2'x6.5"x0.042" I I i I M W/ 14 GA. STL. INSERT td3 EriY.:-I �C ALUM.ALLOY3004-H36 4-30•-I 4-3.0'-1--4'D -1--3.0" m� U. MAX, ASTM GRADE 50 a 3 o " y1� ••,•fib OR EQUAL o$ DBL. 2"x6.5"x0.032" 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM `/k `I ALUM.ALLOY 3004-H36 K ALUM.ALLOY 3004-H36 L ALUM.ALLOY 3004-H36 W/ 12 GA. STL. INSERT -_.. OR EQUAL OR EQUAL IOR EQUAL N ASTM GRADE 50 NOTE:WHERE 12 AND 14 GA STEEL INSERTS o OCCUR AS SHOWN IN THE SPAN TABLES, N E THEY SHALL BE INSTALLED THE FULL LENGTH m ie e ��,iAL OF THE 3"x8"BEAM. ��•?.\'°."... C/2 T 2 o� -120R 1_13 O 5-2202 ASTM COLUMN / POST TYPES NOTE HEIGHT LIMITED TO IO'-0"MAXIMUM. <zwm •= po. 97 :"A GRADE50 8.0' G =3"SQ.xt=0.188"(1) W PBE o PBE�{ TC H =3"SQ.xt=0.250" (1) >a „ 0.032' OniE .� 0.o3Y U a v •5+�'11E QF p`Z` 0.042' =3"SQ.xt=0.313"(1) o�N mm aomw PLASTIC J =4"SQ.xt=0.188" MAX. 1.00' PLUGS �^ 4.D• 'I f 6.6• K =4^sQ.xt=0.250" Wap 3.0' .040"ALUM. ?g .048"STEEL N10 SMS w S w . DBL. 3"x8"x0.042" BEAM @ 24'O.C. m Z o O W/ DBL. 14 GA. STL. INSERT 3.0 EA SIDE 3Fwy ALUM.ALLOY 3004-H36 .28" I I 3 0 o c y rc OR EQUAL 3.0" F--- --+� -I o YR 3.0.075" " 4.0" DBL. 3"x8"x0.042" BEAM 032 W/ DBL. 12 GA. STL. INSERT ALUM. P ALUM.ALLOY 3004-H36 �..-3.0"� C 3" SQ. ALUM. POST 3" SQ. ALUM. POST -3.0"--� o IOTE: BEAM TOP BE CUT AT OR EQUAL 3" SQ. ALUMPOST(1) ALUM.ALLOY3004-H36 WITH SIDEPLATES MAG POST 3.0•oR4.0• a W l+CH HEADERES SHALLNOTE:WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS B D E SQ. STEEL POST ;OTTOM FLANGE WHERE 3 SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED ALUM.ALLOY 3004-H36 3" SQ. STEEL POST ALUM.ALLOY 3004-H36 ALUM.ALLOY r=n CMORE CO UMS OCCUR'DO NOT THE FULL LENGTH OF THE 3'x8'BEAM. F ASTM A500 GR.B(Fy=46ksi) OR EQUAL 6063-T6 ASTM A500 GRADE B ,UT FLANGES AT END COLUMNS. Jsem\delRDocUmen%\"URALU WAPMO 01952-26-14\2-28-14 A 1.dw0,3/15MO14 11 53:33 PM,Tabloid EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS NOTE: i TEEL NOTE:BRACKET CAN BE LOCATED �N�F A34 FRAMING ANGLE 1.EXISTING ROOF OVERHANG DESIGN LOADS- ' [. - Y •�j� SEE TABLE 2 ROL=3 psf(MIN)TO B Psi(MAX)RLL=20,25,30,40,&50 psf OLES,TIP. ANYWHERE ON EAVE. 2.EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. PROTECTION.METAL FLASHING (J o FASTENERS,SEE TABLE2 T EVERY CAUCK JOINS AND SLOPE 2 i o C3 t11 R.F.OR EXT.HANGER TO DRAIN N 6`iCHANNEL,2X OR 3X1— LEDGER OR WALL HANGER ISTING EAVE ABEEPP EAM r�(Z RAFTER BRACKET a �N WITH FASTENERS PER TABLES VERHANG SEE TABLE 12x WOOD STUD,EXP. MASONRY OR 1 1/4 (24•M .)CONCRETEALUM. PANEL 2X OR 1"MIN. a 3x ALUM.RAFTERE2J40O.CRA ROOFRS T9q n W. wEXIST.FASCIA BOARDOVERHANG 1•MIN. is ALLOWABLE PROJ. EXISTING EAVTO BEAM OVERHANG SEE TABLE 1 (24'MAX) NOTE: AR MATERIAL BETWEEN BRACKET AND COMP. U NOTE:BRACKET MAY SiONAL EN SHINGLE ROOFINGMOUNTED BELOW RAFTERNG TO PROVIDE SEAL W/SAME CONNECTIONS. E c EAVE CONNECTION z N�FO i2 WALL CONNECTION 0 NOTE:WALL LEDGER IS NOMINAL LUMBER SIZE 27c6•(AT Z A V ALTERNATE EAVE CONNECTION Ik Cn MINIMUM RAFTERS),NOMINAL 2-x8'(AT 3•x8'MINIMUM RAFTERS) NOTE THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS O- 4 OR KILN-DRY WOOD-FILLED 2Y6 V OR 3W"ALUMINUM SECTIONS. WITH A 10 PSI MAXIMUM DESIGN LOAD. wx -4TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 ANCHORS INSTALLED g OF�9 QQ� OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG INTO CONCRETE WALL S1. CPS EXISTING MAXIMUM PROJECTION WITH 6-INCH MIN.THICKNESS 99 FRAMING MEMBER (A)-PALLOW(Ft)SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE z COVER AT ROOF WIND SPEED(MPH)AND EXPOSURE (B)-PALLOW(F1)(2)SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS WITH 2x FULL DEPTH WOOD SCAB L.L. OF FASTENERS ON L.L. OVERHANG 110, B 110,C 120. B 120, C 130, B 130,C FULL LENGTH OF RAFTER TAIL 3 N } WO x 1 V POWERS WEDGE BOLT- K " 2"x 4"FULL 26'-0" 26'-0" 2&-0" 25'-2" 25'-4" 20'-7" � 10#L.L. 20#L.L. 25#L.L. 30#L.L. 40#L.L. 50# L.L. STA NLESS STEEL AT 16 O.C. _ �`,. °'•.;,f.4r «�y. 2"X 6"NOTCHED 26'-0" 26'-0" 26'-D" 25'-7" 25'-4" 21'-2" j F- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED �. 'C+°W '�Q 2"x6"FULL OR 3 (EXP.8 8 C) (EXP.B&C) (EXP.8$C) (EXP.B 8 C) (EXP.B&C) (EXP.B$C) %'tax 1 Ye'POWERS WEDGE BOLT- w ml O 2"x8"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 20 STAINLESS STEEL AT 18'O.C. m c rtr 2"x8"FULL OR tLi " 26'-0" 26'-0" 26°-0" 26'_0" 26'-0" 26'-0., 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) a w 1y ex•,-r: ' - 2'x10"NOTCHED 25 srAGr Less STEEL ATWIYOCBOLT- �oO CI I ® 2"x 4"FULL 26'-W 26'-0- 26'-W 26-2" 25-4" 20'-7" 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (g) (g) (g) G . 2"x 6"NOTCHED 26'-0" 26'-0" 29-0" 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 %'D x 1 V POWERS WEDGE BOLT- . %A€ ' 20 2"x6"FULL OR 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) STAINLESS STEEL AT I2'O.C. mu 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) •Bx1Ys'POWERSWEDGEBOLT- 2"x8"FULL CH 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (g) (g) (g) (g) (g) (g) (g) 40 STAINLESS STEEL AT B'O.C. 2"x10'NOTCHED 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) (S) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) c E VIA" 50 STAINLESS STEELT�OCE BOLT- m v 5, .......�� 2"x 6"NOTCHED 26'-0" 26'-0' 26'-0" 26'-0" 26'9" 26,_0„ 12' (A) (A) (A) (A) (A) (A) (g) (g) (g) (g) (g) (g) (g) IS) (B) (B) (B) (B) LL RAC '' z' 25 2"x6"FULL OR •o m O•° 'R 2"x8"NOTCHED 26'-0" 2W-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 d Q7 N6.8 741 2202 m TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER ?w D; 7D 2"x8"FULL OR OR ROOF PANEL RAIL TO EXISTING WOOD STUD WALL FRAMING pp, TRAY ; 2"x1 O" NOTCHED 26'-0" 26'-0" 26'-D" 26'-0" 26'-0" 26'-0" o T E ,M 2"x 4"FULL 16'-0" 16'-W 16'-0" 16'-0" 16'-0" 16'-0" — h 3Fd _ >aw�2"x 6"NOTCHED 10'-10" 10'-10" 10'-10" 9'-2" 9'-3" O z" V�rq)E••FPS 30 2"x6"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0' 26'-0" (E� AMETER IAG SCREW O m? (F)-V DIAMETER LAG SCREW o 2"x8"NOTCHED a�6 m 2"x8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" ¢= 10#L.L. 20#L.L. 25#L.L. 30#L.L. 40#L.L. 50#L.L. ° "` 2"x10"NOTCHED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED 2"x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 3 3 ( '•B&C) (EXP.B&C) (EXP.B&C) (EXP.B 8 C) (EXP.B&C) (EXP.B&C) , ' I— 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x 6"NOTCHED 15'-B" 15'-6" 15'-6" 15'-6" 15'6 15' " >dOm 40 2"x6"FULL OR 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) s S=o 2"x8°NOTCHED 19'6" 19'-6" 19'6" 19'6" 19'-0" 19'-6" 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) I ej mw w 2"xB"FULL OR o 2"x10"NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'4' 26'-0' 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) 2"x 4" FULL 8'-11' 8'-11' V-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) 2"x 6"NOTCHED 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (E) (E) (E) o 50 2"78'FULL OR 15'-3" 15'-3" 15'-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 2"x8"FULL OR 2"x10"NOTCHED 20'-9" 20'-9" 20'-9" 20'-9" 20'-9' 20'-9" 12' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (E) (E) (E) (E) (E) (E) JsersWelAOosumerxsWURALUMNAPMO 01 9 512-2 8-1 412-2 8-1 4A 1.dw9,3MBU141159:05 PM,Tabl id HANGER CHANNELS AND MOUNTING BRACKETS .,r FASTENERS, T=.060"TYP.----j z r e t4A gip-.``-" 2.740" SEE SHEET4 ��� • "+9j„ CS`' FASTENERS,�\ 300" 078 N ry fir- 1.50" T=.060" N SEE SHEET 8� < � ^ ALUM.3004-H36 06 FASTENERS Q '25"R .05 6. V r 202' SEE SHEET - FASTENERS, 0 r JFASTENERS .010"X90" DIA OSEE SHEET5. _ .563" .281" .200 '2CONTINUOUS A-RAIL O (WHEREOCCURS)" ofEE SHEET 8 -- i z z.06 " FASTENERS, FASTENERS, ALUM.ALLOY 0" -(-�1.880" SEE SHEET SEE SHEETS 6063-T6 w ALUM-ALLOY ALUM.ALLOY ALUM. ALLOY 5' `•-y`ij 6063-T6 6063-T6 6063-T6 g ` YN Sc t� , 1� �1 P O ROHANGERED O EXTRUDE © I.R. HANGER WALL CONNECTION O "H" BRACKET 1 O HANGER NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf 10#L.L:(2)#14 SMS EA.SIDE 5O TOTE OF �� MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED 1 1/2° 20#,25#,30#L.L=(3)#14 SMS EA.SIDE �1 Pe AT ROOF LOADS EXCEEDING 30 psf. 40#,50#L.L.=(4pt14 SMS EA.SIDE CIS' I. G (3)Y2"O LAG SCREWS 3/4" OR 1 1/2" FRS S�Vy #14SDS, - 6z T 4 3 PER SIDE 2"x 61/2"OR 3 o v ••,-. •••'� 4 r 5"MIN. 3"x8"ALUM. r+. SI :o _ •••O < I RAFTER - Z f- 3' 3/4"OR 1 1/2" :m --------- w : Exp: :a� X -- u-BRACKET «� 0 a aooz d•,• �(v .• UJ 3• EXISTING WOOD STUD FRAMING F h o ►. �kw 2 EACH 1/4'0x 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 LL=20,25 AND 30 psf RAFTER HEADER 2 EACH 5/8'0 x 3-112"LAG SCREWS LL=40 AND 50 psf ti2X- f (2"MIN.PENETRATION INTO EXISTING WOOD STUD) PENETRATION BRACKET E +VAL�c NOTE: LENGTH OF LAG SCREW SHALL PROVIDE NOTE: EXISTING STUD SPACING � � USE LEDGER WHERE RAFTER SPACING _ THREADED PORTION OF SHANK COMPLETE EXCEEDS .Y'�G. SEE TABLE 2,SHEET 8 m n c;' F PENETRATION INTO EXISTING CORNER STUD. CL:• No. 1741 2202 •:� `�' HEADER BRACKET 02 RAFTER TO WALL CONNECTION 3 Ti' M Y CaNv9r3E 1 1/2'OR 2°LATTICE #8 S.M.S. U1i'•," " 98 S.M.S.EACH SIDE >a w F T ALTERNATE 1/2" DOUBLE RAFTER- EXISTING DBL.3"XB°X.042 BEAM O m z o �Q P' 2'x6 y'x0.024' 0 D a 5 ••F V` BOLT CONNECTION PLAN2 LATTICE SHEATHING ALUMINUM MEMBER WITH OR DBLTHEADI 2'X65°X.032'BEAM �-oq�<w ALTERNATE: WOOD FILL OR AL 4>r 4-#14 S.M.S.EACH � � 2k6'NOMINAL LEDGER a 0 m RAFTER TO COL (NEW OR EXISTING) CONNECT.(8-TOT.) '- m 2"x6.5°OR 3"x8'RAFTER r0 ru X 1: e ALTERNATE:1/2'BOLT w o w i, z a mow .. d.S O G ALTERNATE: m %y (2)SIMPSON SD525600 Z�Z W (2}#14 S.M.S.EACH RAFTER m m 1• TO COLUMN CONNECTION 2 ACCESS HOLES �r�— 0 (4-TOTAL) c TA SDS @1EACH4 X • 0 rc 3k 3"STL.POST(24') ALTERNATE: 3'SQ. INSERT ATTACHED OR (2}2x6.S OR — ALTERNATE: R TO COLUMN 3k 3"STL.POST COLUMN (2}3k8'HEADER (2)-2x6.5"OR(2}3"x8"HEADER EXISTING STENERS PER FOR FREESTANDING 1'STUCCO OR EQUAL CONNECTION) (2}1/2"BOLT ALTERNATE: m 0 3k3k0.024° (1)-112-BOLT OR 2.5'PENE.INTO EACH WOOD STUD 0 2k 6.5'SIDEPLATE CONNECTOR (2}#14 S.M.S.EACH RAFTER $ w EXIST. STUCCO / LEDGER DOUBLE HEADER TO = DBL. RAFTER/ DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O ATTACHMENT DETAIL O6 COLUMN DETAIL UseM\de,NDOWMe0fs\DURALUM\IAPMO 01 9 512-28-1 4\2-28-14 A 1.dwg,3116201412D4:46 AM,Tabloid COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS w , AOw CF Y� zo Mc'2 Z aGm ra = +- EXP.03J3 rz zo Wl BRACKET @ 3"Sq.POST ATTACHED ATTACHED ONLY STEEL POST ONLY: w WEALUM."T"BRACKET USE WITH 21 wi(a}g1a sMs FA sloe DP PAST ALTERNATE FTG. I USE POST TYPE a w POST TYPE B,C,D,OR E. FOOTING &ANCHOR BOLTS E OR 1/2'M.B,THROUGH POST , F.G,H,J OR K a G 0 USE(2}3/8.0 HILTI Q z x 3"SQ.POST I a 0 3"SQ.POST KWIK BOLTS OREQUAL CUBESIZE SQ.18'DEEP 'CUBEFTG. SINGLE POSTS I 1 2 � z FOOTING SIZE EMBED. I I O_a aq STEEL."T"BRACKET USE WITH 18• 18"SQ. 12• BOL75 I 0 I - 12 DEPTH OF I I 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"SQ. 12" 23•&24•CUBED(1) (2}72.0 31/4• FOOTING OR I E \ONAL Fti (2)-3/8.0 HILTI KWIK-BOLT BOLTS OR EQUAL 22' 25"SQ 6" 12"MIN.EMED. °o ENVY G'2 TZ-SS314,EACH 2X"EMBEDMENT DEPTH zs-3o•CUBED(1) (q),rz'm 3va• , •.,• O BRACKET TO SLAB. FOR KWIK BOLTS) 24' 28'SQ. 20" •' I W t7 �m MINIMUM DISTANCE TO 26' 32"SQ. 23' 31'-3a•CUBED(1) (4}98.0 q' j I : O m Cr EDGE OF SLAB=4'OR im 28" 35"SQ. 25• I•• W Fa- m x o TO CRACK=10' 4 8 2'MIN.EMBEDMENT Q 35•-39 CUBED(1) 434'0 43/4' LU jZ aE ". •. W a. �J, �� V t G 32° 43"SQ. 30° 4D'-42 CUBED(i) (4J3/4'0 43/4' (i)-1/2"OM.B. a =N o0 ynAA__9� F\ ;..t •.:+ SLAB SHALL BE IN a POURED CONCRETE 34' 47"SQ. 32" x9'LONG,1' D. y Q "'o 0 �.AQ� •• FOOTING SEE NOTE NOTES: BOLTS SHALL BE HILTI MIK BOLT TZ FROM END W .q •lls '• /• `V° GOOD CONDITION . . 36" 51"SQ. 34' STAINLESS STEEL,I.C.C.ESR-1917OREQUA-. OF POST Z �z V FOR SIZE 38' 55'SO. 37' 1)REQUIRES USE OF ALTERNATE FREESTANDING POURED Q'S 3 1/2• MIN. SEE FOOT II 40' 39" SQUARE,SEE FTG, odSCHEDUL —SQUARED 60-SO. BASE PLATE CONCRETE SCHEDULE IN BEAM w _t IN BEAM SPAN TABLE 42' 64•SQ 41" FOOTING SPAN TABLE >- �y EXISTING SLAB POSTS TO CONC. FOOTING 4E sg°SQ. 43• 9 G� ,• "• °" �TQ 7 ATTACHED COVERS ONLY O ATTACHED COVERS ONLY cueEFDDriNGwie•sue OSQUARE POST EMBED. H . a�. e°P > /t• INTO FOOTING =z o HO o `n ' CAI '^� NOTE:ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED o i'a xW ° r_ . 17 y O e I L (3)-3/4"0 BOLTS E Fi E °.° ,•'.BQ o'm�FOR POST TYPE .'1 +Sk 3"OR4"SQ. " wi 4 5" INSERT 16" x 0.188" E ASTM A36 8 45' STEEL e m T.O.C. g o m ;� (4}SS316 3/4 .63'/41 202 "0 HILTI KWIK BOLT TZ STAINLESS w w 'm STEEL PER I.C.C. ESR-1917 OR EQUAL a 1 i 0 .p (4 3/4'EMBEDMENT DEPTH) Y woww, ALUM. ALLOY 3.00" OR 6063-T6 0 ° -2.40" .x 'tA 2.0' INSERT TO q¢a< OPU�P' t— BASE PLATE 3/16• < m m 1.375„ aOmm q 7/16"0 HOLE 0 .75" FOR 3/8"MB 'Sfi„ 2 FLANGES APART POST 0 ASTM GRADE 36 STEEL w O INSTALL 1y"x 1y"x Y"HDG 1.125 2.5" INSERT O WASHER PLATE AT ANCHORS __ H c,2 >mom 75" .75"' BASE FLARES 9"SQ.X 5/8"THK. 1.60" 3 j N .157" TO 3"WIDE EA. THK. BASE PLATE a w ASTM A572 STEEL Q Q H L50 .090" TYP. TYP SIDE OF FLANGES 1 1/2' g• 1 V2" INSTALL 1Y"x 1Yz°x Ye"HDG USE FOR 3"OR 4" 1} � FOR 3"POST, WASHER PLATE AT ANCHORS STEEL POSTS 5.50" 4"WIDE FOR 4"POST FOR 130 MPH 1-7/16"0 HOLE 0 2-5/16"0 HOLES WELDED STEEL BASE PLATE 10 0 Q &2-318"HOLES TYP. EA. SIDE ALTERNATE FREESTANDING N ALUM "T" BRACKET STEEL 'IT" BRACKET D BASE PLATE ANCHOR UsersldeiRDocumenLsTURALUM\IAPMO 0195T-28-1412-28-14 A l.dwg,3MB201412:09:50 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 z m F �N� �� +� OCCUR DIRECTLY OVER 5/PSLUG HERIE ��DD BB / I POST.NOT PERMITTED Y �'�?A �Cn� @ 2-POST UNITS SCREW IS INSIDE G r,0 @ 6 SCREWS c�F MINIMUM NUMBER OF REQUIRED PER SIDE 5" #14 SMS MAY COLUMNS FOR ATTACHED COVERS 3.5"" 3.5" ALTERNATE TO �z BE USE AS z .. . 1/4"0 BOLTS w o 0 Exp > „ „ „ 3.5" 3.5" 2 X6.5 X0.032 SIDE PLATES a"BEAM 2=o m 3 110 MPH 120 m MPH 130 MPH -5" I ' o 5" < z EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C ❑1 OR �2 I u rc NOTES 5' 2 2 2 3 3 3 SEEBELOW I I 6 1/2"SIDEPLATE EA. D 6' 2 3 3 3 3 4 I SIDE SEE POST SCHED. ° I #14 SMS EA.SIDE \a i 7' 2 3 3 4 3 4 TOP, MID HEIGHT N AND BOTTOM. 3SQ.POST BETWEEN SIDE PLATES �G3� GG �F� ��\ O� 8' 3 3 3 4 4 5 c1 8 9' 3 4 4 4 4 5 BEAM TO POST CONNECTION 21 o 10, 3 4 4 5 5 6 POST SCHEDULE <1 ST 7E F 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" o Q 1❑ W/(6)-#14 S.M.S. EACH SIDE. 2❑ W/(8)-#14 S.M.S. EACH SIDE. 0 3 s F CP 12' 4 5 5 6 5 7 USE ON CONC. SLAB ONLY USE ON CONC.SLAB OR FOOTING. oN wp 13' 4 1 5 5 1 6 1 6 1 7 2"X6.5"X0.042" SIDE PLATES (E) STRUCTURE w §15 m P 110 MPH 120 MPH 130 MPH = ' .� fip .,,_ rc3 2 j COLU�IAN 113'x3"x0.032 W/(2 2x65x0;042 SIDE PLATES. ?� /. � p..• r EXP.8 EXP.C EXP.B EXP.C EXP.B EXP.C _ SEE AND D ! wa ewt . Irk 5' 2 2 2 2 2 3 _ T p u _ I ROLL-FORMED OR COLU N 2' PER SPAN TABLE it k G 6' 2 2 2 3 2 3 M INSULATED ROOF PANEL j I � � ii I � I 0 0 �G INTERLOCKING SEAMS,TYP. I t . 7' 2 2 2 3 3 3 I 41-d � K8' 2 3 3 3 3 4 3 : PROJECTION,PcJ Ga\ gl g E y. a;"14k 9' 2 3 3 4 3 4 C �00(G49 j O�yQ�JC1 rE S } nN 10' 4 3 3 4 4 5 OO�F� 11' 3 3 4 4 4 5 C m a?�N ^J4 ;a.L•EyG 13 3 % 4 4 5 5 6 I '� •�,^�.. 331 02 NOTE:1.MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS ROOF PANEL AT LCHMENTLENGTH w a a AS SH01NN ON SHEET 7.SEE SHEET 7 FOR POST TYPES. > w No a ROOF PLAN s U�ae, #14 SMS @ 32.O.C. aom •sT•....•• •'•� FASTENERS, 4 MIN.PER EACH JOINT w q7E OF SEE SHEET 8 #14 SMS @ 3T O.C.MAX w z;! ROLL-FORMED ei o w .. W7` (4 MIN.PER PANEL INTERLOCK) T m z0 m HANGERR OR IRP a I w lid oamx OLL-FORMED PANEL ALUMINUM SKINS IRP mp TOP 8 BOTT.0.024• \ x O `FASTENERS, SEE SHEET 8 "- 01 ROLL-FORMED PANEL INSULATED ROOF PANEL w ROOF HANGER 2 INTERLOCKING SEAM INTERLOCKING JOINT N (Users\deIN 0W 0enlsVURALUMVAPMO 01 9 512-2 8-1 4T-28-14 A t.dw9.3116201412:1908 AM,11 x 17 BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 BEAM TO POST DETAILS 12 BEAM TO POST DETAILS 13 , - SIMPLE SPLICE FULL MOMENT z F ee11 w �. 'y �e� 3' 9'1 3" 1, 24' OPTIONAL DECORATIVE FASCIA i �\ Yc , G/2 a (WOOD,ALUM.ORHARDBORD) Q �1jJ (2p/10 S.M.S.@ EA "' q 6- (m 1• VALLEY,TYP. w .a- #IDSF. (12)-1t14 x VTS.M.S.EACH SIDE OF 3• TV% �' IS TOT. 11 #12 S.M.B. II SO.POST(&TOTAL) ¢ n r" TYP. THICPWESS=.035 (24 TOT ALTERNATEI/4'OBOLTWIWASHER U j II 6.3B' TYP. THICKNH$S=.O3S EA SIDE OF 3'SQ.POST 1O F¢ �yg, II �y Ua + II + + i--F i--F �I++ ++ Oz ALUM.ALLOY 3004-H36 d w L< ALUM.ALLOY 3004-H36 w m of o - OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED --- + 1.tm a'o -'-I .7 1 O I I p z z NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR 1 + 1. <j z IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS L__ 1dAE SPLICES - ROLLFORMED & EXTRUDED FASCIAS I NOTCHIBEAMFLANGE 3'SQ P05T ° r* LLOY AS NEEDED TO CLEAR G. I-BEAM ALUM A Fs EN4 C� NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,ASINGLE IT SIMPLE CSPUCE(ONE SIDE OF WEB) BE USED. (6061-T6)ALTERNATE I SQ.POST,CONNECT WEB o 3'� STL.G-SEAM TO POST W/(2)-5/8.0 fim I TDTAL=(e)VY0 BOLTS THRU-BOLTS @ 4'I-BEAM, 4-#14 x 12'S.M.S.EACH SUE OF 3 U d SQ.POST AND(3)-5/8.0 THRU BOLTS SD.POSTT(E&TOTAL 1 8 @ T I-BEAMS LTS DE OF 3,50 T WIWASHER EA.O O O an >y�Tq : So cuG Fascu ` Of`O 200' 3LV 3'SQ.POST MAG BEAM < SPLICE WHERE qs 1. CPN'Q OCCURS 070' 4" OR 2dp 3 0 3'SQ STL BEAM TrP. ° H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 a "t <� ALUM ALLOY NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf w p v •• '• '9 �q,, sOs3J6 3"x 6"x.042"BEAM, >s ° 'V 3"SQ.STEEL E ROOF LIVE AND SNOW LOADS A '- fi igT �t.. .5 I. .• 0 4" I-BEAM 3.-0. MAG BEAM. z o ' !°'` • T i MOMENTCSPUCE 'L• FASTENERS J • Z 1'-0" 4-#14 SOS g wF w , � � EXp: • !TI� NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, SINGLE IT SIMPLE CSPLICE(ONE SIDE OF WEB)MAY USED. Od, Ci !L •; 4' P-0" 6-#14 SDS °4LL0 .•• d FASTENER TO FASCIA-SEE TABLE �§z FASTENER TO RAFTER TAILS-SEE TABLE a O •�.•1��k 1. 5" FASTENER SPACING=314' OPTIONAL LATTICE TUBES �jz ° ° O #14 x 1f2"S.M.S.TOP AT OVERHANG w 0 (6}#14 SDS @ EA.SIDE a SOTT.(2)-TOT. `s m _ sauce wHeRE TOP&BOTr.TOT=24 ,nI Al occuas 4.5" O o0 NP• _ ROOF PANEL — o" e %F OUP ER 6 17 h: iT ;�j O O ROUFORMED OR oo m EXTRUDED CrUTTER (D .° -Cli0MAS I + L ALUM.BRACKET X o si 3"X 3"ALUM.OR #14 S.M.S.@12'o.C. m d STEEL POST FAscu °. CIhEtPFBESLL ALUM.-T6 ts' r w n •. • sos3-Ts 7" -BEAM 61/2'xTX024 2' 1' 'L"SEE TABLE w O^ q OF° P� MOMENT"PUCE "U"BRACKET-RAFTER TO BEAM RAFTER y o 0� 1 %" SO. OR 2" LATTICE TUBE P1 2"x311 LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 �LL "U" BRACKET - RAFTER TO BEAM 17 0 UU.� 3.125'FOR 3 x RAFTER 0;1 2.125"FOR 2 x RAFTER <�em aOm ALUM.ALLOY 3105-H25 1 1/2'SQ.,2•SO.. w ALUM.ALLOY 3105-H25 OR TxY LATTICE #8 x 2"SMS,2112" @ 3'O.C.MIN. 1 1/2" It=.040"@ 6063-T6 p 1.50" 1.50" OR 3 1/T,TYP. UP TO 6'0.C.MAX z e .28" w`o09 2" 28"� 3n 2N - - - — — — m5om — zWw 018" 18„ — — — — — (6)-BRACKET TO SCREWS i JaR! �1/2'MIN. o N> RAFTER 1O/ O O v A a 0 O E (6)-#14x TEK SCREWS 2.750 w BRACKET TO BEAM = m JsersWeINDowments\DURALUMIIAPMO 91 8 52-2 8-1 4T-28-14 A t.owg,311 61201 4 1 2 2 0:51 AM,11 x 17 BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & FREESTANDING SOLID COVERS 10# LIVE LOAD- 110,120,130 MPH- EXP. 6 $C 1sz• ��1 6.5" ROLLFORM z ~ ALUM.ALLOY w 6063-T6 Ci z n 7S ^Gj� 1 ¢F ATTACHED SOLD FREESTANDING SOLD a F q sRuwe --11.00' r T MAX.COL. �❑ MAX.POST FTG. MIN. MAX.POST FTG. MIN. >o f- p WSKIMHFRC oc E� y ON SLABS W_ S(SPAIN) (IN. TYPE POST SPACING(SPAN) (IN.) TYPE It O rc a SPACING ) 6.S 2.57' occuRs t0 N 0 weEC" 0.73' 1 4 r 0.14•R� 0'• 11'-9" 18 11'-9' 26 5, C3 OCCURS 4.0 9'-0" 5' B G �• I I nP. 0. 11'-s" zo 11'-4' 2a EXP•OW31 0.075• 1 II ao' OTY T7'4 10'-9" 18 10'-9" 26 w o a rvP. 1 1 .03e' z.08• z 0.26' 0 T-6" 6 10' 9" 21 B 10'-4' 27 G 6 L---JTYP _ 10'-0" 19 10'-0" 26 a 0 0 _ 6'-5�� 7� 10'-0" 21 B 9'-8" 27 G 3. 2.93' 3.0' . 3.0 I , 9'-4" 19 9'-4" 26 8' 05 5_8., 8' 9'-4" 22 B g'_1• Y6 G w MAG BEAM 6.5"ROLLFORM 4" I-BEAM 4.5" MAG GUTTER 3"SQ. STEEL BEAM J e'-10" 20 8'-10" 27 0 '" „ B C' ALUM.ALLOY D ALUM.ALLOY E ASTM A653 5'-O" 9' B G 9 0 AiAL ALUM.ALLOY ALUM.ALLOY 8'-1D' 22 8'-7" 26 Q• 6063-T6 6063-T6 GRADE 40 J �Cj� s. 6063-T6 fi063-T6 8'-6" 20 8'-6" 27 , GcF3uGE rh 4'-6" 10' B G 10 Jt O 8'-t8' 6" 213 8-18 1" 277 a o.37s r 4'-1" 11' g'_1° 1 (; 7•-g• 28 G 11' 8 E SKIc r�ezr T-8" 21 T-8" 28 �✓ WMERE ALUM. V OCCURS 505YT6 0 0 Auor 3'-9" 12' 7,_6" 24 C7•_g• 48 G 12' o 0 6.659" 7.0' B.0' �z 'l.•�9 G� 0.110' 0.042' 65' 0.032' 6.5' w- TYP. TYP. ' 0.obz TrP np, � ATTACHED SOLID FREESTANDING SOLD �v MAX.COL. .o MAXPOST FTG. MIN. MAX.POST FTG MIN. jg z SPACING0.375' 2 ON SLAB i SPAC(SPAIN)G (IN.) TYPE S(SPAN) (IN.) TYPE �3 GF EEC�T POST LJ 4-0 I I I C 11'-9" 12 9 1 t'-9" 28 5, n�v °'°•,�j�'`4j .7s I-z.0• MAX .0^-I I-�z.0•� zMAX. .0' I--3.0•--I G 8 8 5 11'-7" 21 B 0'-10" 29 G ", o Q 4.0' ¢m z i 10'-9" 19 10'-9" 27 0 s v�L Kt O 7,-.zn 6, B G 6' pwza Ch" ; tZT1 7" I-BEAM �DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3"x8"x0.042"BEAM N 10'-7" 22 10'-0" 28 0� N D ' I ALUM.ALLOY 3004-H3fi `) ALUM.ALLOY 300TH36 K ALUM.ALLOY 3004-H36 10'-0" 20 1 D'-D" 27 g w u°I U °. F�)2: .•DC F ALUM.ALLOY OR EQUAL OR EQUAL OR EQUAL 6' 2" 7' 9'-1 O' 22 B 9'-3. 28 7' w a LL m y C( ••�� 6063-T6 O�••....... . �1 W/(1)"C" INSERT 5'-5" 8' 9'-4"9'-2" 223 B g 48'-8" 227 G 8 • ., r"I V ALUM.ALLOY . 25' 6o63-T6 J 4'-10" 9' 8'-10" 21 B 8'-10" 2: G. 9' W/ 2 "C" INSERTS T=13OR J 8'-8" 23 8'-2" 28 5 H ALUM.ALLOY , 4'-4" 10' 6'-6" 21 B 8'-6" Z7 G H E r=s o8 8'-3" 24 T-9" 28 10 m T �w 6063-T6 ,e12 GRADE W ,.•'rL F As1M 8'-1" 21 8'-1" 27 ci d p G - e.0^ GRADES" 8.0' 3'-11" 11' T-10' 24 B T-6" 29 G o ^, A/ NOTE: 7.875' T 11' �jD%'• •'• �y WHERE'C'SPUCE OCCURS AS SHOWN IN 7 8"7'-7" 22 7 8 230 w N •(� SPAN TABLES,IT SHALL BE INSTALLED THE 0.042" OC.'• �p FULL LENGTH OF THE T I-BEAM. TYP. 3-7 12 12 C G 12' E' No. 174 a; Y Noy s TNO PBEL II I I 0.fizs II I II a R>LL L 4- ---4- T F- T T I w m a CAfN 4 0 4 0 ATTACHED SOLID FREESTANDING SOLID 8 1 "�P 3.0' MAX 3.0' 2.875' 3.0' _ 3.0' MAX.COL. o MAXPOST FfG MIN. MAX.POST FTG MIN. j 9 O�Q¢< .........V' m- SPACING POST SPACING POST m- F¢2 m 97E 3"x8"x0.042" BEAM DBL.3"x8"x0.042"BEAM SPACING It (SPAN) (IN.) TYPE (SPAN) (IN') TYPE r3 a'o 2 m �1 DBL.3"x8"x0.042"BEAM = _ W/14 GA. STL. INSERT W/DBL. 14 GA. STL. INSERT ALUM.ALLOY 3004-H36 M ASTM GRADE 50 ALUM.ALLOY 3004-H36 a" 11'-9" 20 11'-7" 29 OR EQUAL OR EQUAL 8'-0. 5' 11'-2° 22 B 10'-6" 30 G 5' p 3"x8"x0.042"BEAM DBL.3"x8"x0.042" BEAM p 6'-8" 6' 10'-9" 20 B 10'-7" 28 G 6' =s N Wl 12 GA. STL. INSERT W/ DBL. 12 GA.STL. INSERT 10'-2" 23 9'-7" 30 w R i s AS TM GRADE 50 P ALUM.ALLOY 3004-H36 r 10'-0" Z1 9'-9" Z6 m ?o OR EQUAL 5'_8 7� 9'-6" 23 B 8-10 29 G 7� ; w N NOTE:WHERE 12 AND 14 GA STEEL INSERTS M a OCCUR AS SHOWN IN THE SPAN TABLES, NOTE:WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS 1 9'-4" 21 9'-2" 27 B' o o w rc THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES,THEY SHALL BE INSTALLED 5'_0n B' 8'-10" 24 B 8'-3" 29 G OF THE 3W'BEAM. THE FULL LENGTH OF THE 3'x8'BEAM. J 8'-1 O" 22 8'-8. 27 4'-5" 9' 8'-4" 24 B T-10 29 G 9 FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE:NOTE: "SAMPLE" J 8'-6" 22 8'-3" 26ti # O 4'-0" 10' g,_0" 25 B 7'-6" 30 EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES WHERE SLAB OCCURS,CUBED FOOTING SIZE *THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL EXPOSURE B 8'-1" 23 B T-10" 29MAY BE REDUCED BY 6'FOR FREESTANDING ONLY. FIGURE INDICATES r T-8" 11' wBE THE SMALLER OF THE MAXIMUM SPACING SHOWN IN T-7" 25 C T-2" 31SEE ALTERNATE FOOTING TABLES THIS COLUMN OR THE MAXIMUM POST SPACING SHOWN EXPOSURE C 7'_g• 23 7'-7" 29SHT.10 FORATTACHED COVERS FOR THE SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B&C. 3'-4' 12 7'-1" 25 6'-9" 31 i U.,\deIRDoOUoe0ls\DURALUM\IAPMO 01952-28-14@-28-14 B 2.dwg,SM 62014198:18 AM,11 x 17 { ATTACHED&FREESTANDING SOLID COVERS-10#LIVE LOAD- 110,120,130 MPH-EXP.B&C @ MAG BEAM � , 4"I-BEAM \QNA( ALUM.ALLOY v �n14.5"MAG GUTTER ��, 3"50.STEEL BEAM ,1. ALUM.ALLOY 8063-T6 v 7" 1-BEAM 6063-76 ALUM.ALLOY 6063-T6 ASTM A853 GRADE 40 `IJ ALUM.ALLOY 6063-T6 a SC �' ATTACHED SOLD FREESTANOWG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD Ls 3 a 7 � A a� 4 MAX.COL Sa MAXPOST FIG. MIN. MAX.POST MIN. MAXPOST MIN. MAXPOST SPACING o�mo�3 SPACING POST SPACING FTG' POST SPACING FTG POST S�NG ' POST SPACING FTG POST SPAC NG FTG, MIST S ACNG POST SPACING FTG POST SPACING FTG POIST 5 AC NG ppy� m ¢ ' N. MAXPOST NO.C37ka . MAXPOS7 ON SLAB p (SPAN) (IN') TYPE (SPAN) pN') TYPE (SPAN) (IN.) TYPE (SPAN) (IN•) TYPE (IN.) IN.) FTG. MIN, MAXPOST FTG MIN. go f c p (SPAN) TYPE (SPAN) ( TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN} (IN') TYPE 3 OO rc r� EXP.03/31/� c� 13'-7" §• 10'-4" 17 B 9'-6" 25 13'-7" 19 12•-4" 27 13'.3" 19 12,-2" 27 m 6 i* G 10'-4" 19 9'-2' 26 G 13'-7" 21 B 12•-1" 28 G 13'-3" 21 Blt� 11'-9" 28 G 8-3" t6 B T-6" 23 23'-4" 22 2t•_3^ gt Ns�' Q� r 9'9g'-9" 120 B 8'-10" 24 12'-9" 19 11'-8^ 26 I 19 71'-6" 26 7'-9"8 3" 1ga 7'-1"7 3^ 235 F 22'-03-4" 235 E 2p•-0O 8 333 G 5' .. O 11-0~ s' g•_g^ 26 G r-s" zz B t 1'1t" ze G " z1 B 1 r-2" za G B o 7'-9' 19 6'-10" 24 F 22'-0" 26 E 19'-6" 32 G B' a r 9+_g~ 7' 9'3" 18 8'-6" 25 12'-2" 20 11'-1" 26 20 1p'-1 " 26 7'4" 17 6'-9" 23 0'-1 " 24 19'-0" 30 $¢o 0 8'3" 21 B B'-3" 28 G 12'-2" 23 B 10'-9" 27 G " 22 B 10'-7" 27 G 7•,.q• 19 B g'_]" 2g F D'-10 27 E g._g•� g. 8-10" 19 8'-2" 25 11'-8" 21 10'-7" 27 20 10'-4" 27 T- " 18 g•_ ^ 18'-7" 32 G T t,GINEEQ 10" 21 B 10' 25 G 11'-6" 23 C 10'-0" 27 G " 23 B 1 6 24 F 20'-1" 25 18•-2" 31 ° J 10'-2" 27 G 7'-1' 20 B 6'-3" 25 G 20'-1" 2g E 17'-9" 31 G g w • •,, uT T-7^ 9' 8'-7" 19 7'-9- 26 11'-1" 21 10'-2" 28 20 10'-0" 27 6'-9" 18 6'-2" 25 F 19'-2" 25 17'-6" 32 22 B T-T 28 G 91'-1" 2q C 10'-0" 27 G ' 23 B 9'-7" 27 G 6'-9" 20 B 6'-'r 26 G 19'-2" 28 E 1T-1" 32 G 9' $ pO� THO • $I. 7! 6'_9" 10' g'•3" 20 B T.7" 26 10'-6" 22 9'-10" 28 21 9'-6" 28 6'-7" 18 6'-OS " 25 G 16'-3" 2g E 6'-10" 32 p�._.. CAM a :m O 8-3" 22 T-4" 27 G 10'-6" 24 C 9-7" 28 G 23 C+ 9'-2" 28 G 6'-T 21 B 1D 27 18'-3" 29 16'-6" 32 H 10' W . r g'_2" 11' 8'-0" 20 B T-4" 27 10•-0" 22 9'-T 29 9'-1" 2 9'-1' 26 6'-4" 19 5'-10" 26 1T-4" 26 18'-4" 33 O;•. EXp• .C B'-0" 23 T-2" 28 G 0•-0" 25 C+ 9'-3" 28 G 9'-9" 24 C+ 6'-9" 28 G 6'-4" 21 B 5'-8" 28 G 1T-4" 29 E i6'-0" 33 H �0". • C I V .• .:,ca 5'-8" 12' R7]_7" 223 G+ 7 2 7-0` 228 G 9 T9-]" 225 E 9 3 9,-1" 229 G, g•_g��8-8" 224 c 8,-8" 29 6'-2" 19 5'-8" 26 16'-8" 27 16'-0" 34 y 6'-4" 28 G 6'-2" 22 B 5'-7" 2a G 16'-8" 30 E 15'-7" 33 H 12' o R ;e ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDWG SOLD ATTACHED SOLID FREESTANDING SOLID g¢ ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOUD Y MAX.COL ~jO MAXPOST Fl.G MIN. MAXPOST FTG MIN. MAX.POST MIN. MAXPOST Kd SPACING m� SPACING POST SPACING FTG' POST SPACING POST SPACING FTG POST SPACING FTG. POST SPACING MIN. MAXPOST FTG MIN. MAX.POST MIN. MAXPOST o ¢ x .. ^ ON SLAB# F (SPAN) TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (N) TYPE (IN.)• MIN. SPACING IN.)LL ) POST S(PAN) TYPE SPACING POST SPACING �G' POST SPACING �G' POST �M s (SPAN) (, TYPE (SPAN) (IN.) 'TYPE (SPAN) (IN') TYPE 3 13'-7" 5' 10• 10'-3" 120 B 9'-6" 26 13'-7" 19 12'-4" 28 13'-3" 19 12'-2" 28 8'_3" 17 7'-6" 25 23'-4" 23 21'-3" 33 G 9'-0" 28 G 13'-4" 22 B 11'-8" 30 G 11'-6" 30 G 8'-2" 19 B 7'-1" 27 F E 5' Qc�1ONAL 13'-1" 22 B 23'--r 27 20'-1" 34 H O 11'-4" 6' s•-s" 1s 8'-10" zs 12'_9" 20 11'_8' za _NS �i' N 9'-8" 21 B g'_6" 27 G 12,_E" 23 B G 12'-2" 20 I l'-0" 28 7'-9" 17 7'-1" 24 11'-1" 29 B 22'-0" 24 r 9'-3" 19 8'-6" 26 72'-0" 23 0'-10" 29 G T-8" 20 B 6'-8" 27 F' E 20'-0" 32 .G ' , o o a ar 9-g.. 7' 9-2" 22 B g• G 12'-2" 21 11'-1" 27 11•_3^ 20 1D'-1 " 27 21'-9" 28 99'-0" 34 H 6 '�U,F„ n I ^ 1" 27 12'-0" 24 B 10'-6" 29 G 11'-l" 23 B 10'-3" 29 G ] "T-3" 120 B 6 9 fi 227 F G 20 20'-B" 229 E 19'-0" 32 G 7, o 7 6I�$ g'_g^ _ _.8'-._ 8-10a._9" 223. B 8'-2 25 11'-8" 22 1p•_7^ p7 10•_7. 21 10,�„ 27 18'-0" 33 H h " O J T-8" 27 G 11'-6" 25 C 10'-1" 29 G 90'-4" 24 B g'_g^ 28 G 7-1" 18 B 6'-6" 25 F 20'-1" 26 18'-2" 31 T-7" 9' 8'-7" 20 B T-9' 26 11'-1" 22 10'-2" t 10'-0" 21 C 10'-O" 27 6,-9"7 0" 191 6 2"6'_1" 28 G 19 29,-9" 279 E 17 fi7,-3" 323 H g, O '�O J 8'-6" 23 ]'-4" 2g G 0'-10' 25 C g'_8" g•_g^ 24 B 9'-3" 28 G B 7 10'-6" 23 9'-10" g•_ ^ 6'-9" 22 5'-90 29 G 1g'-9" 30 E 16'-7" 33 H 9^S �• �� �1. C g'_9.� 10' 8'-38 2" 224 B T- '7•_2„ 228 G 10,_3�� 26 (; 9,-4„ 6 22 9'-6" 26 6'7" 19 6'-0" 27 16'-3" 27 fi'_1p" 32 B 9.3" 25 C 8'-9" 28 G 6'-6" 22 B 5'-8" 30 G 17'-10" 31 E 16'-1" 32 �"'� 10, 6°-2" 11' 8'-0" 21 T-4" 27 10'-0" 23 g'_7" g•_ • _ 7'-9" 24 7'-0" 29 G 9'-9" 26 (; 9,-1" 1 28 6'4" 20 5'-10" 27 17'4" 27 16•-4" 33 B 1 B'-10" 225 C 9 8'-4" 29 G 6'_3^ 22 B 5•_]•� 30 G 17'-1" 31 E 15'-7" 33 H 11' " 69 5-8" 12' 7'-7" 21 7'-2" 28 9'_T' 23 g 3" 8'-8" 22 8'-8" 29 6'-2" 20 m" C 5'_g" 30 G 9'4" 26 E 8'-9" 8'4" 25 C+ 5'-8" 28 16'-B" 26 16'-0" 34 �n ci s.. . 8'-1" 30 G 6'-2" 23 B 5'4" 31 G 16'-4" 32 E 15'-1" 33 H 12' ,. ". .,.•Fy in p��� •�2 rya a' h .8317 . •"�M a ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLO FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLO MAX.COL So I MAXPOST FTIO MIN. MAX.POST FIG MIN. MAX.POST �G MIN. MAX.POST ? T OMAS IRAY SPACING POST SPACING POST SPACING FTG MIN. MAXPOST MIN, MAX.POST 2 ON SLAB# SPAN (IN') TYPE (IN.) IN. POST SPACING POST SPACING FTG POST SPACING FTG MIN. MAX.POST FTG MIN. MAX.PO5T MIN. MAXPOST MIN. MAX.POST ¢ O GAMPSELL °? (SPAN) (SPAN) TYPE (SPAN) ( ) TYPE (SPAN) (IN.) -TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE SPACING gN.) POST SPACING FTG. POST SPACING FTG' O5T SPACING FTG MIN. 5❑_ O a 13'_7" .j' 9'-3" 28 13•_]^ 21 (SPAN) TYPE (SPAN) (IN') TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE m�' a m cc 10'-4" 19 12'-2" 30 13'•3" 21 12'-0" 29 8'-3" 18 7'-4" 26 F 23'-4" :`�'�''• C 10'-0" 21 B 8'-8" 29 G B 23 B q7 :••••°F yp� 13'-1" 23 11' G 11'-2" 31 G 8'-0" 20 B 6'-10' 27 G > rt?F O 11'-4" g' 9'-9" 20 8'-9" 27 12'-9" 22 11'-6" 29 12'-2" 21 1t'-3" 29 M 9'-6" 22 B 8'-2" 28 G 12'-4" 24 B 10'-8" 30 G 11'-0" 24 B r 9'-0" 20 6'4" 27 12'-2" 22 B 10'-1 ^ P9 10'-7" 30 G 6'-6" 27 G 9'-8" 7' 9'0" 23 B 7'-9' 28 G 11'-8" 25 C 1 D'-2" 30 G 11'-3" 22 B 10'-B" 29 7'4" 19 6'-8" 26 F 20'-1 27 g._g�• B' 8-10" 21 8'-0" 26 11'-8" 23 10'-6" 26 10'-8" 24 10'-0" 30 G 7'-1° 21 B 6'-2" 27 G 0'-2" 30 E 1T-6" 35 I 7 �3..w 8'-7" 24 B 7'-6" 28 G 11'-1" 26 C 9'-g" 30 G 10'-710 Q 225 B 10'-3" 26 7'-1" 20 6'-4" 26 20'-1" 27 18'-0" 33 al yS —j T_7" 9' 8'-7" 22 7'-8" 27 11'-1" 23 10'-1" 28 10'-0" 23 B 9'-9"91�" 289 G 6'-9" 22 B g'-0" 28 G 19'-2" 31 E J 8'3" 24 B 7'-2" 29 G 10'-6" 26 C 9'4" 29 G 9'-4" 25 C 29 G 6 9.6-7^ 243 B 6 1 5 g^ 229 G 19'-2" 28 E 17'-3" ® 6'_9.. 10' 8•�"'-10" 225 B 7-6. 28 10'-fi.'-10" 227 C 9'-ag 1" 230 G 9'-6" z3 9'-3" 28 6'-7" 20 5'-10" 29 18'-3g,_1. 291 16'-86._t., 324 �••� v 7'-0" 30 G 3p G 6'-4" 23 B 5'-7" 30 G E o r 6'-2" 11' 8'-0" 23 B 7'-3" 29 10'-0" 24 C 9'-4" 29 9'-1" 24 8'-10" 29 21 5•_ " 17'-2" 32 15'-7" 34 H 10 0 T-6" 25 C 6'-9" 31 G 9'-6" 27 E g_g" 31 G 7'_g• 25 C T 4• 31 G B g 5 4^ 231 G 1 T 16'4" 233 E 16'-15 1" 333 H I 11 W 5'_8" 12. T 7" 23 L, 7'-1" 29 9'-7" 25 9'-2" 29 C1Usersld~I(\DocumemslDUBALUMUAPMO 0195U!- - T-1" . 25 6'-7" 31 G 9'-1' 28 E g•_g^ 31 G 9'"8" 24 C g•_fi g'_ 2g G 6'-2" 21 16'-8" 30 75'-8' 33 H 12, N ATTACHED& FREESTANDING SOLID COVERS -10#LIVE LOAD- 110,120,130 MPH-EXP.B &C 7'I-BEAM 7" I-BEAM DBL.2"x6.5"x0.042' DBL.2"x6.5"x0.032" �1 3"x8'x0.042"BEAM W/(1)"C" INSERT �\ W/(2)"C"INSERTS _ ALUM.ALLOY 3OW H36 ) ALUM.ALLOY 3064-H36 OR ALUM.ALLOY 30044138 w G ALUM.ALLOY 6063-T6 17 ALUM.ALLOY 6063-T6 OR EQUAL OR EQUAL OR EQUAL i c " ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID _ g`q �p�IYAL FNC/ T_ MAXCOL m0 SpING C ST PO IOS NG FTG' PA PIS. SPACING FfG, POISLT SP SPACING FrG POST SPACWG POST FTC" PMIN.OST SPACING FfG'MAXPOST MAST SP POS FfG. POST SPACNG SPACWG FTC. ppN. SPACNG SPOST PACING FTG- MMI. S8 a S \ .O yN = ON SSPALAB �3 (SPAN) (N') TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE 2'n6.5W.0FOR 32' FBEAMOR B' (IN.) TYPE Yx6.5W03OR 7 FBEAM OR 3W (IN.) TYPE 3� p rc a N U I 13'_7" 5' 26'-26 9" 226 E 24' 23'-8' 334 G H 29 29'-6. 227 E 26'-26'-2" 335 H 1 16 O16'-0" 222 B 16'-0 5 3 230 G 13'-12'-7" 13 2'-10' B 121 13 12'-3" 13-8 2'-7' 229 G 5� e (,j0. C3794,(1 25'-3' 24 23'-0" 31 G 27'-g' 25 25'-3' 32 G 14'-7' 20 14'-7" 28 12'-1' 12'$" 19 12'-1" 12'$• 27 w w a P. 1/ Q 11'-4" 6' S'-3" 27 E 22'-4- 33 H 27'.9' 28 E 24'-7" 34 ' H 14'-7" 23 B 14'-0' 29 G 11'-v 1'-9" B 21 11'-2• 11'-6' 28 G 6' 8 r 9'-8� T 4' 24'-0. 2Z6 E 21'-21'-3" 333 G H 26 28 229 E 24' 23'-4" 3 34 H 13 613-6 223 C 13'$3'-0" 229 G 11' 1"0'$" 11 0'-10' B 222 11'-10-4. 11'- 0'-8' 227 �7 T i u 8' 23 23'-0• 229 E 20'-120'-3" 332 �"I 25' 25'-3' 230 E 23' 22'$" 333 �.,.� 12'$12'-8" 224 C 12'$"2'-2" 228 G 10'-60-0" 10 110'-2• B 222 10,$9-9" 10,-110'-0" 227 G 8' Q f J 7'-7" 9' 22'-1" 27 E 20' 1" 33 H 24'-3" 27 E 22'-1' 34 H 12'-0' 22 C 12'-0" 29 G 9'-10" 10'-2' C 21 9'-10' 10'-2" 27 G 9' r4 ;A EER 22'-1' 30 19'.7" 33 24'-3' 31 21'-7" 34 I 12'-0" 24 11'-6" 29 9' 4' 9'-8" B 23 9'-2' 9'A' 27 6'-9' 10' 1'4" 27 E 19'4" 34 ` 23'$" 28 E 21'-0" 35 I 11'-0" 22 C 11' 4" 29 G 9' 4" 9'-2' G, 21 9'4" 9'-2" 28 G 10' '9� C 21'-4' 31 1 B'-10' 33 23'-6" 32 20'-9' 34 11'-4" 25 0'-10" 29 9'-0" 9'-2" 23 8'-9" 8'-8' 27 AS i. F 0'$' 28 18'-9" 34 22'-9" 29 2O'-8" 35 10'-1 22 10'-1 30 9'-0" 8'-0' 21 9'-0" B'-4" 28 O: C - O r 6'-2• 11' 20'$" 31 E 18'-3" 34 22'-9' 32 E 20'-2" 35 0'-10" 25 E 10'-0" 29 G 8'-7" B'4" C 23 8' 4" T-6' 28 G 7 ' Z s 20'-1' 28 18'-3" 35 22'-1" 29 20'-1' 36 10'-4" 23 10'�" 30 8'-7" 7'-8" 21 8'-7" T-8" 28 �+- 'i Exp. ' m0 5'-B' 12' 20'-1• 32 E 17'-9' 35 22'-1' 33 E 19'-7' 35 J 10'-4" 26 E 10'-0" 30 G 8'-2' 7'-B' C 23 8'-0" 7'-1' 26 G 12' :o w s CIV L �� o: d'•., a A Ab •18'1 Al ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID y G SPACING SPACIMAXCNG 2� SPACNGT (IN) POIST SPACING (IN)' POST SPACING (IN) PO MIN. MAX.POSTST N. PACING (INS' POPOST IST SN. PACING CIINIG (IN.) POST SPACING (IN) PEE FOR DBL FOR 3N8' (N) POST FORDNL FOR3'x6' (IN) Pry0 E -3: =CL ON SLAB* r (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE Tx6.6'x003T BEAM 2A.5'x0.032' BEAM H 26'-9' 24 24'-4" 34 H 29'-6' 25 26'-1 35 1 16'-0" 20 16'-0" 30 13'-2' 13'-B' 20 13'-2' 13'$' 29 13'-7" 5' P8•_6• 2B E 23'-1" 36 I 29'-2' 29 E 25'-4" 36 K 14'-10 22 B 14'-7" 31 G 12'-7" 11'-8' B 21 12'$" 11'$" 3D G 5' 5'$" 25 23'-0" 33 H 27'-9' 26 25'-3" 34 H 14'-7" 20 14'-7" 29 12'-1" 12'$" 20 12'-1" 12'$" 28 a 3 11 4" 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 11'$" 0'-B" B 22 11'-2. 1 O.-V 29 C7 6' goo y ONAL FN N 24'-0" 26 21'-9' 33 H 26'-4' 27 24'-0" 34 H 13'$' 21 13'$" 29 11'-2' 11'-7" 21 11'-2• g1'-7" M �4G� �G�PJ`SF�(i�2� r 9 8" 7 23'$' 30 E 20'$" 34 I 26'-1" 31 E 22'-9" 35 I 12'-8" 23 C 12'-4" 30 G 10'$" 10'-0" B 23 10'-0"3-0 27 20'-1 32 25'-3" 28 23'-0" 33 H 12'$" 21 12'$" 28 10'-6' 10-121 10'-6"8'-6" 8� 22'-8' 31 E 19'-9" 34 H 25'-0" 32 E 21'-9" 35 I 11'-10 24 C' 11'-7" 30 G 10-0" 9'-3" B 23 9'-9'7._7. 9' 22'-1' 28 E 20'-1" 33 H 24'-3" 29 E 22'-1• 34 H 12'-0' 22 C 12'-0" 29 G. 9'-10" 1D'-2' C 22 9'-10"21'-9" 32 19'-0" 34 24'-0" 33 21'-0" 35 I 11'-2" 24 11'-0" 29 9'-4" 8'-9" B 23 9'-2" - �S �ThTEOF \�� ��v 6'-9" 10' 21' 21'-1" 232 E 19'4B 4" 333 H I 23 23'-2 233 E 2P20'-2" 334 11'-010'-8" 225 C 11' 1"0�" 229 G 9 4"9'-0" 9 28'-4" C B 224 9 48,_9" 9 27_9. 228 G 10' m 'L, OrF11' 20'20'-4' 233 E 18'-97 9" 334 I 22'-22 6' 334 E 20'-89'-7" 335 1 J t0 10'-2" 225 E 10'-9'-10" 329 G 9-08' 7' 8-48'_0., C 224 9-0B,,-0• 8-47,_1" 229G 11'20'-1' 30 18'-3" 35 22'-1" 31 20'-1' 36 10'-4" 2310-4 3D pi 8'-7" T-8' 22 8'-7" 7'-8" 211 12' 9'-10" 34 E 17'-3" 34 21'-10' 35 E 19'-1' 35 J 9'-9" 26 E 9'-fi' 30 G 8'-2" 7'-4" C' 24 B'-0" 6'-7• 30 G 12 N NOuI ptdAL.. C a'a f2 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID D z ti " fFTG.IFTG MIN, FTG MAACING MP ' IN T MAAPCING OST SPACING T FTG. a0 U a 2-••CV0• ' ;� = SPACING 17 MSAPXACIGT (N) POST SPAC SPACING N�' POST SPACING T (IN.) POST E (SPAN) (ICI.) TYPE SPACING PAN)T (IN) TYPE SPACING T (IN)FrG. TYPE 2yy R DEIL FOBRR3M7c8' (N) TPOSTYPE 2•FO o NT FOR 3 BG (W) POST E a a 0 Q.� ^ ON SLAB* f (SPAN) TYPE (SPAN) TYPE lg �WC�fE'g FRAY ; LPL 13.7" 5' 26'-9" 26 E 24'-0" 35 I 29'-6' 27 E 26'-0' 36 K 16'-D 22 B 15'-7" 32 G 13'-2' 13'-1' B 20 13'-2" U-1)" 27 G 5, GAP.IPBELL 25'-9' 29 22' 4" 37 K 28'$" 30 24'-8" 3B 13'$" 24 13'4" 32 12'-7 0'-9" 22 12'-3' 10'-T 29 •yu' ;.. .. P�` `O 11'-4" 6' 4'-3' 230 E 21'-1' 337 1 K 27 26'-9"9. 231 E 24'-23 3" 337 I K 14 712'-7" 224 B 14' 12'-3' 332 G 12'-11$" 12'-0� 10' B 223 12 1.1'-2' 1-1 9'-8" 228 G 6' w w ! 7' 24'-0" 28 21'-6" 34 H 26'-4" 29 23'-8" 35 1 13'$' 23 13'-2" 30 11'-2" 11'-1" 22 11'-2" 11'-1" 27 o -- r 23'-1' 31 E 20'-1" 36 . K 25'-6" 32 E 22'-1' 37 K 11'-8' 25 C 11'-4" 31 G 10'$" 9'-2" B 23 10'1t" 9'-0" 27 G T 3 ! 81-6• 8' 23'-0• 29 E M'-7" 34 H 25'-3- 30 E 22'-B" 35 1 12'$' 24 C 12'-4"0'-8" 330 G 10'-6"" -0 10' B'-7" B 22 24 10'$g 9 10'b 27L7 G 8' o 22'-1" 32 1g'_2• 36 1 24'4" 33 21'-2" 37 K 10'-10 26 J ' 22'-1" 29 1M- 9" 34 H 24'-3" 30 21'-9' 34 1 12'-0" 24 11'$" 29 9'-10" 9'-9• C 23 9'-10" 9'$' 27 _I 7'-7" 9 1'-3• 33 E 18'-6" 35 1 23'$" 34 E 20'-4" 36 K 10'-3" 26 C' 10'-1" 30 G 9'-a' 8'-1' B 24 9'-2" '-10' 27 G 9 v 21'-4' 30 19'-1" 34 H 23'$" 31 21'-1' 34 1 1,1'-4" 25 11'-1" 29 9'-4' 9'-2' 23 9'-4" 8'-9" 28 ,� a 6-9' 10 20'-7' 34 E 17'-10 35 I 22'-8" 35 E 19'-B" 36 J 9'-9" 27 C 9'-7" 30 G 9'-0" 7'-8' C 25 8'-4" 7'-2" 27 G 10 6'-2' 11. 20'$" 31 E 18'-6" 34 I 22'-9' 32 E 20'-4" 35 1 10'-1 25 E 10'-7" 29 G. 9'-0" B'-4" 23 9'-0' 8'-0" 28 9'-10 35 17'-3" 35 J 22'-D 36 19'-1" 36 J 9'-4" 27 9'-2" 31 8'-7' 7'-4' C 25 8'-0' 6'-7' 28 G = 5'_8. 12, 20' 1"9$" 335 E 18'-0 6'-9" 334 1 J 22 21'-3" 337 E 19'-9 8'-6" 335 J 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 6'-0 228 G C:Wserswel6D�mems'DURALUMVAPMO 019M-28-14'2-2&14 B 2tlwg,WW014853'112 AM.11 x 17