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HomeMy WebLinkAboutBLOSSOMS DRIVE 34333_14-00002614 CITY �-~ BUILDING & SAFET� E�frRFMETM 130 South Main Street ]PERMIT PERMIT NO: 14--00002614 JOB ADDRESS 34333 BLOSSOMS DRIVE LT312 DESCRIPTION OF WORK PRIVATE SWIMMING POOL/SPA OWNER _ _ _ CONTRACTOR -----------____-- GRECO FRANK A CUT ABOVE - 34333 BLOSSOMS DR 26025 NEWPORT RD A533 LAKE ELSINORE CA 92532 MENIFEE, CA 92584 800-700-7754 LIC EXP 0/00100 A. P.# 358-291-010 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR VALUATION . 8 , 508 ZONE . . . . . o R-1 BU Ir D ING PERMIT ------------- --- QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 1 . 00 X 12 . 5000 VALUATION 87 . 50 ELECTRI CA-I PERMIT---------- -- - --- -- QTY UNIT CH"]f ITEM CHARGE BASE FEE 30 . 00 1 . 00 X '. 44 . 2500 POOL ELEC SYSTEM, PRIVATE 4.4 . 25 .SWIMMING POOL:/SPA FLUMBING ------------------- --- --- QTY- UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 54 . 2500 PRIVATE SWIMMING POOL 54 . 2.5 2 . 00 X 4 . 2500 GAS PIPING SYSTEM 8 . 50 FEE SUMMARY ------------------- Y CHARGES -- PAID DUE -- - _-- -- -- PERMIT_FEE_S _ BUILDING PERMIT--------- 150 . 50 . 00 150 . 50 ELECTRICAL PERMIT 74 . 25 . 00 74 . 25 SWIMMING POOL/SPA PLUMBING 92 . 75 . 00 92 . 75 OTHER. FEES_ PROF.DEV. FEE 3 TRADES- - 15 . 00 . 00 15 . 00 PLANNING REVIEW FEE 30 . 10 . 00 30 . 1.0 PLAN RETENTION FEE 2 . 18 - . 00 2 . 18 SEISMIC GROUP R . 50 . 00 . 50 GREED! BUI.LDIN,`-- tFrE` '1 1 . 00 . 00 1 . 00 PLAN CHECK FEES 112 . 88 . 00 112 . 88 E°:= - - *x '..on-el CONTINUED Oil NENEXTPAGi * r* -v _ ;r:'::"1, o C' l' . - Tit I It �,.;. .__............���.e.s�.....�..._....�.w,=.o.+�.m.i..�.�.��...��....�....®....o�....�aa.....,..=..r...�.......e,a.mo..�.:..a.�.�.e......r.o.r�.,...��..,.:, ....-. City of Lake Elsinore Building Safety Division Please read and initial 1.1 am Licensed under the provisions of Business and professional Code Section 7000 et seq.and _my license is in fn11 force.. _ �St Hn Co5➢S bicdltDi3S I9 �e 2.l as owner of the property;or my employees-w/wages as their sole compensation will do the work on the Job and the structure is not intended or offered for sale. i You must furnish PERMIT NUMBER and the 3. !,as owner of the property,am exclusively contracting with licensed contraciors to construct the�- project. r, i0B ADDRESS for each respective inspection v - 4. 1 have a certificate of consent to selfinsure or-a certificate of Workers Compensation insurance J Hpproved plans must be on .o I 1 ora certified copy thereof. t at all time,-; 5. 1 shall not employ any person in any manner so as to become subject to Workers Compensation p Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals Date Inspector yak must forthwith corn l� r,�°th such provisions or this permit shall be deemed revoked. - p �° , (. EL01 Temnnra-Fiecnj'ca PLOT Soii Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLOI Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer BP05 Floor Joists BP06 Floor Sheathing BP07 Roof Framing 13P08 Roof Sheathing BP09 Shear Wail&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Rar MEOI Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP10 Framing&Flashing BP.12 in BPI Drywall Nailing BPI I Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 IFinal Mechanical BP99 Final Building Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES Deputy Inspector Department Approval required prior to the P001 Pool Steel Rein./Forms b ng released by the it POO1 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms Finance P005 1 Pre-Plaster Approval - Engineering P009 Final Pool/Spa CITY OF L14KE LSIl` ORX BUILDING & SAFETY DREAM EXFREMETM 130 South Main Street ** PAGE 2 JOB ADDRESS . . . . . 34333 BLOSSOMS DRIVE LT312 DESCRIPTION OF WORK : PRIVATE SWIMMING POOL/SPA FEES : (CONTINUED) TOTAL 479 . 16 . 00 479 . 16 SPECIAL NOTES & CONDITIONS SHOTCRETE POOL & SPA 250 AREA 12X12 ALUMA PATIO COVER 12X12 & FIREPIT RET13RN WALL TO BE REPLACED City of Lake Elsinore I Building Safety Division Please read and initial 1.I am Licensed under the provisions of Business and professional Code Section 7000 et seq.and my license is in full force. Post in Conspicuous place 2.l;as owner of the property,or my employees w/wages as their sole compensation will do the work on the,lob and the structure is not intended or offered for sate. t 3. !,as owner of ri,e property,am exclusively contracting witi`t licensed contraciors to construct the You must furnish PERMIT NUMBER and the f project. JOB A1�I]T�F.cc for each respective inspection: 3. 1 have a certificate of consent to selfnsure or a certificate of Workers Compensation Insur-wrice Approvea plans must be on job or a certified copy thereof. at all times: 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note:If you should become subject to Workers Compensation after making this certification, Code Approvals 1 Date 11n,pector you must forthwith comply with such provisions or this pernxit shall be deemed revoked. 0-FT PL01 Soil Pipe Underground EL02 Electric Conduit Underground 10-1 •�y �fj BPOI Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade -- -- PLO1 Underground Water Pipe SSOI Rough Septic System SW01 On Site Sewer BP05 Floor foists BP06 Floor Sheathing BP07 Roof Framing BP08 Roof Sheathing BP09 Shear Wail&Pre-Lath PL03 Rough Plumbing EL03 Rough Electric Conduit EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PLO4 Rough Gas Pipe/Test [a,?.r y PL02 Roof Drains BP10 Framing&Flashing BP 12 Insulation BP13 Drywall Nailing BPI 1 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 IFinal Building Code Pool&Spa A p Approvals Date Inspector �yc OTHER DIVISION RELEASES Deputy Inspector r by Department Approval required prior to the P001 Pool Steel Rein./Forms 1D'7•1�� �S � / building being released b the City POO 1 Pool Plumbing/Pressure Test P003 Pre-Gunite Approval Date Inspector EL06 Rough Pool Electric Planning Sub List Approval Landscape P004 Pool Fencing/Gates/Alarms 0-26-J Finance P005 Pre-Plaster Approval Engineering P009 Final Pool/Spa f (�j 1.- CITY OF LAIJUZE D [U A M EXTREME,. 130 South Main Street APPLICATION FOR APPLICATI BUILDING PERMIT APPLICAT R�VEIID DATE VALUATION CALCULATIONS BUILDING ADDRESS �y/► 1st FLOOR SF TRACT BLOCK/PAGE LOT/PARCEL 2nd FLOOR SF NAME 3rd FLOOR SF O W MAILIN r P GARAGE SF N ADDRESS �"G" 45- E CI Y STATE/ZIP STORAGE SF R ��� L. C&- 1�-S `> I hereby affirm that I am licensed under provisions of chapter 9(commencing DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and C my license is in full force and effect. OTHER:��; SF O LICENSE# CITY BUSINESS N AND CLASS ��S' �77 -1 # T NAMEA VALUATION: J RA MAILING C ADDRESS FEES T CIT,Y STATE/ZIP PHONE BUILDING PERMIT $ R CONT T R' IG A DATE PLAN CHECK NAME _ LICENSE# �. A PLAN REVIEW t�� R MAILING C ADDRESS SEISMIC H CITY STATE/ZIP PH NE PLAN RETENTION ❑ NEW OCC GRP./ CONST. ❑ ADDITION DIVISION: TYPE: ❑ ALTERATION NUMBER OF NUMBER OF ❑ OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑ APARTMENTS ❑ I certify that I have read this application and state that the ❑ CONDOMINIUMS HAZARD YES above information is correct.1 agree to comply with all city ❑ TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑ COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑ INDUSTRIAL REQUIRED? NO city to enter upon the above-mentioned property for insp- ❑ REPAIR PROPOSED USE OF BLDG: do r ses. ❑ DEMOLISH PRESENT USE OF BLDG: JOB DESCRIPTION Ignature of pplican r gent Date ( � % Agent for ❑ contractor ❑ owner Agents Name Agents Address Street City State Zip PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ( . . GENERAL NOTES: DESIGN REQUIREMENTS: z GOVERNING CODES: RESIDENTIAL APPLICATIONS-CBC AND IBC CHAPTER 16,CBC& IBC APPENDIX CHAPTER 1. w 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE U o r ROOF LIVE AND SNOW LOADS:10,20,25,30,40&50 psf.(SNOW LOADS AT GROUND LEVEL 25,30,40&50 psf) Z z � 2012 INTERNATIONAL BUILDING CODE,2013 CALIFORNIA BUILDING CODE,ASCE/SEI 7-10-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 psf.(SNOW LOADS AT GROUND LEVEL 25,30,40&50 psf) w �yNk c BEARING ON CONCRETE SLAB IS IN ACCORDANCE WITH 2O12 IRC AND 2013 CRC SECTION AH105.2. a� DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: V� C, 0 F¢ 2. ALL ITEMS PERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,COLUMN SIZE, 1. TABULATED SPANS FOR SNOW LOADS ADJUSTED FOR ROOF APPLICATIONS. ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. ae _ o 2. BASIC WIND SPEEDS:110,120,130 MPH,EXPOSURES B AND C. � z 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE -j z o 3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR.11,1.0. _1 w MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. SEISMIC BASE SHEAR:17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. m EA 556 ~ 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE 5. SEISMIC DESIGN PARAMETERS: IL w ac NOTED,AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE IMPORTANCE FACTOR:1.0 U in z i • AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SITE CLASS:D ¢ o TECHNIQUES,SEQUENCES AND PROCEDURES. SEISMIC DESIGN CATEGORY D O a 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE MAPPED SPECTRAL RESPONSE COEFFICIENTS'Ss=1.50,S. 0.6,S os=1.0,S o 0.50 ~ Va AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR,R:1.25 SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. DESIGN ASSUMPTIONS: CHANGE ORDER. S 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.LEAST 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, 8. ATTACHED COVERS MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 •" - J 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. .wr - 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON as `Cl EXISTING OR NEW CONRETE SLABS. o 4 10.20 POUNDS PER SQUARE FOOT L.L.AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: a CARPORTS. m N r,;4c 11.DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. N a i v EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY _ THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED N� DESIGN CONSIDERATIONS' EVALUATION REPORT.AT A MINIMUM,SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE o 11.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS-1/4 INCH PER FOOT. FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: Q 12.MINIMUM COVER PROJECTION IS 10'. A.TITLE SHEET AND GENERAL NOTES. o a Syr-` B. SRUCTURAL CONFIGURATION i.e..SOLID OR LATTICE ROOF,FREESTANDING OR ATTACHED). W K 13.MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET,WHERE COVER IS ATTACHED TO THE ( ) >o FASTING OVERHANG. C.BASED ON THE REQUIRED DESIGN LOADS,SITE-SPECIFIC RAFTER AND/OR PANEL SPAN _ 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 ASCE/SEI 7,SECTION 6.5.7.1. SITE-SPECIFIC DESIGN LOADS. 16.THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS"OPEN STRUCTURES"AND E.APPROPRIATE STRUCTURAL DETAILS. "PARTIALLY ENCLOSED,"RESPECTIVELY,IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. F. OTHER TH DOCUMENTATION OENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING w '�'i ° ,• T' 't 17.THE RATIO(H/P),COVER MEAN ROOF HEIGHT(H,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P.FT), JURISDICTION. ~°°• /fit{a` SHALL NOT EXCEED ONE(1). w a o °• O SS �/� 18.THE RATIO(UP),COVER LENGTH(L,FT.)DIVIDED BY THE COVER PROJECTION OR WIDTH(P,FT),SHALL NOT =o z ;r " �` C BE LESS THAN ONE(1). co �. SHEET INDEX: mz ul ; m MATERIAL SPECIFICATIONS: SHEET# SHEET TITLE/DESCRIPTION E- Ex 19.BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. O ' CI 1 b 20.ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED d' °'. ,+� as WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 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. 1 ............SOLID PANEL STRUCTURES e l�•y° �°•+ � 22.DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING 8 PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/Ff x 2 PER 2 ............OPEN LATTICE STRUCTURES .. ,o E TABLE 1806.2 AND SECTION 1806.3.4. 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 �j a- ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C.STAINLESS STEEL MEMBERS SHALL CONFORM TO 5 ............MINIMUM FASTENERS/FAN BEAM u_ d om ASTM A653,GRADE 40. 6 ............RAFTER SPANS FOR OPEN LATTICE COMMERCIAL&PATIOS z� 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 a- a HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN g ,,..,,......EXISTING EAVE CONNECTION DETAILS ►W- a, ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25.THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILT[KWIK-BOLT TZ CS 9 ............HANGER CHANNELS AND MOUNTING BRACKETS o AND KWIK-BOLT TZ SS316.SEE PLANS FOR LOCATIONS ICC-ES ESR-1917 FOR CONCRETE). O ui 10 ..........COLUMN/POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS w a'a= 26.ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WITH ICC-ES ESR ) r, �P,AY = 1976 OR APPROVED EQUAL. 11 ...........LATERAL FORCE RESISTING SYSTEM/MIN. NUMBER OF REQ. COLUMNS a ! 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 L",`�5- RESIDENTIAL ATTACHED PATIO COVERS ONLY. 13-16 ......SOLID COVERS ATTACHED& FREESTANDING BEAM SPANS, 10#L.L 110-130 MPH a D m 28.SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, M 0 � ..,,,.. �� EXCEPTION 2. 17-19......SOLID COVERS ATTACHED& FREESTANDING BEAM SPANS,20#L.L, 110-130 MPH OF U, 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. 2$-26,,,,,,SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,30#L.L, 110-130 MPHIf 27-29 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS,40#L.L, 110-130 MPH wow .. 30-32 ......SOLID COVERS ATTACHED&FREESTANDING BEAM SPANS, 50#L.L, 110-130 MPH m N z 33-35......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 10#L.L, 110-130 MPH z W Cd N 36-37......LATTICE COVERS ATTACHED&FREESTANDING BEAM SPANS, 20#L.L, 110-130 MPH o N a 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 a w SLIDING, PER ASCE 7-10,SECTION 7.7 AND 7.8,IS REQUIRED.SEE 47 ...........SNOW DRIFT DESIGN a SHEETS 50 AND 51 FOR SPAN REDUCTION FACTORS. 48 ...........SPAN REDUCTION FACTOR TABLES Users\de111Documents\DURALUM\IAPMO 0195\2-28-14\2-28-14 A 1.dwg,311 6/2 01 4 2:32:55 AM,Tabloid a�aael'wd aZ:av:«bloz�t�e'aMa•t tl t+4-8Z-Z1b�-8Z-Z156t0 OWdtlllWfl"Itl!!(10\�uawtr�aw���,-- CD NOIldO 213A3111NVO /M WdS111f1W JN1GNV1SE]MJJ ..G. 3dAl NOIldO 2J3A3111NVO /M ONIONVIS33b3 ..O.. 3d ki m 5; 'WV38 V 213ONVH 11VM JNI-WOdd(1S Ol 1N3WHOV-UV 13NVd=IOOU 103 t 133HS 33S :31ON 'WV39 V U3JNVH 11VM 9N11'dOddns Ol 1N3WH0V1IV 13NVd d0021 a03 V 133HS 33S:31ON 0 . 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FOONG WHERE F J x ow � SEE SC ED FOR FOOTING CUBE SIZE �S 9• c TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE tu 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. w A z =its. 2J .gFt Lu R_tq NOTE:THIS OPEN LATTICE-TYPE STRUCTURE r MAY NOT BE COVERED. RAFTER,SEE TABLE MAX.PROD. MAX.PROD. e f} 'x,„': 'is FOR SIZE SEE SCHE U NOTE THIS OPEN LATTICE-TYPE STRUCTURE SEE SCHEDULE � J AND SPACING MAY NOT 8E COVERED. E MAX O.H. RAFTER,SEE TABLE 1! 25%OF RAFTER O.H FOR SIZE m E apF�gr ALLOWABLE AND SPACING m SPAN MAX.O.H. O.H. cai C� 1 T 25%OF RAFTER t�y�asa S°gc/ G "yj ALLOWABLE o_ 2 m pFp--p`F SPAN fn U� w n Qzw� w SpgC��G O co o<-- WK d,�4„�re a�;� fin. 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ANYWHERE ON EAVE. z C SEE TABLE 2 p It 2.EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1200 psi. 0 OTE:PROVIDE WATER z FASTENERS,SEE TABLE 2 0 TYP.BRACKET PROTECTION,METAL FLASHING Lj K AT EVERY 2x CAUCK JOINTS AND SLOPE Z z o �rtt R.F.OR EXT.HANGER 8' o O TO DRAIN --w CHANNEL,2X OR 3X EXISTING EAVE t- LEDGER OR WALL HANGER "O BEAM C3 ` ' RAFTER BRACKET WITH FASTENERS PER TABLES OVERHANG SEE TABLE 1 _ lac WOOD STUD, o m EXP" 1l1 �— CMASONRY ONCRETE R 1 1/4" (24"MAX) 2x6 0R2x8 LEDGER a 6 6 ALUM. PANEL 2X OR 1"MIN. a a 3xALUM.RAFTER EXIST.RAFTERS AT RAFTER uj W o 24"O.C.AT ROOF 3Y" (3}#14x3 1/2"W.S w o 6 EXIST.FASCIA BOARD 0. OVERHANG 1ca — 1"MIN. ALLOWABLE PROJ. EXISTING EA �— a o 0 TO BEAM OVERHANG j z NOTE:PLACE"SIKA FLEX"OR SIMILAR NOTE:BRACKET MAYBE SEE TABLE 1 (24"MAX.) :5 MATERIAL BETWEEN BRACKET AND COMP. SHINGLE ROOFING TO PROVIDE SEAL MOUNTED BELOW RAFTER W CJ�ON� C f!/ W/SAME CONNECTION'S. N.9. v��� EAVE CONNECTION WALL CONNECTION ALTERNATE EAVE CONNECTION U NOTE:WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6"(AT 2"x6 j�" (� 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 Y2"OR 3•x8"ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. LL �,�q rO�v TABLE 1 TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL TABLE 4 ANCHORS INSTALLED O OF Q� OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG INTO CONCRETE WALL o a 1. CPMQ EXISTING MAXIMUM PROJECTION WITH 6-INCH MIN.THICKNESS a FRAMING MEMBER (A)-PALLOW(F1)SIMPSON A35 FRAMING ANCHOR USING SD9112 SCREWS COVER NUMBER AND TYPE it o 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 a� L.L. OVERHANG 110, B 110,C 120, B 120, C 130, B 130, C FULL LENGTH OF RAFTER TAIL o,j %"0 x 1 Ye"POWERS WEDGE BOLT- W C) .`.c t�cr E 't,. 2"x 4"FULL 26'-0" 26'-0" 26'-0" 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. STAINLESS STEEL AT 16"O.C. �_ � . " = 2"x 6"NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'4" 21'-2" <- WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED °r,, „ " m (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) %"1?1x 1 Ye'POWERS WEDGE BOLT C :;.`.Lt " t° f• 2 x6 FULL OR " W " 10 �� �� 26'-0" 26-0" 26-0 26'-0' 26'-0' 26'-0" I- 20 STAINLESS STEEL AT 16"O.C. > == 2 x8 NOTCHED 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 e: 2"x8"FULL OR 5' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) a W 2"x10"NOTCHED 26'-0" 26-0" 26-0" 26-0" 25 %"H x 1 y"POWERS WEDGE BOLT- w z " D1 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) STAINLESS STEEL AT 12"O.C. O "" 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" W 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 %"0 x 1 Ye"POWERS WEDGE BOLT- z z 8' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B} (B) (B) (B) STAINLESS STEEL AT 12"O.C. w o .41 20 2"X6"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2 x8 NOTCHED 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) %"0 x 1 Y"POWERS WEDGE BOLT- 2"x8"FULL OR 26'-0" 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) '4'0 STAINLESS STEEL AT 8"O.C. E 2"x10"NOTCHED El a2' E(A (A) (A) (A) (A) {B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 3 2"x 4"FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 20'-7" ° E %"0 x 1 Y8 POWERS WEDGE BOLT- m N '_" A A A A B B B B B B B B B B B B STAINLESS STEEL AT B"O.C. 2 x 6 NOTCHED 26-0 26-0 26-0 26-0 26-0 26-0' O O O O O O O O O O O O O O O O 5 LL .tc °•" 2rJ 2„x6"FULL OR ._ ., ,_ „ " � 2"x8"NOTCHED 26-0" 26 0" 26 0 26 0" 26-0 26 0 TABLE 3 Q Z Z a om .741 22fl2 TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER W •� 2"x8"FULL OR OR ROOF PANEL RAIL TO EXISTING WOOD STUD WALL FRAMING w 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" �,� ire IRA e 2"x10"NOTCHED r 25< �o ° 2"x 4"FULL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" LL >aWg >2z ` 2"x 6"NOTCHED 10'-10" 19-10" 10'-10" 9'-2" 9'-3" - �tp •"-"••`' P 2"x6"FULL OR (�) �- IAMETER LAG SCREWa. J a v OF 30 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" (F)-1"DIAMETER LAG SCREW F m m 2"x8"NOTCHED na.o�m } 10#L.L. 20#L.L. 25#L.L. 30#L.L. 40#L.L. 50# L.L.2�x8"FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" o! 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" 1 V-7" 1 V-7" m (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) (EXP.B&C) W 2"x 6"NOTCHED 15'-6" 16-6" 15'-6" 15'-6" 16-6" 15'-6" ~ 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 W G w 4 0 2"x6�FULL OR 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) m z o 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" z a;;W 2 x8 NOTCHED 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) a 0 W ooma! x FULL OR 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" T (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'-1 1" 8'-1 1" 8'-11" 8' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) co 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 5® 2"x8"NOTCHED 15'-3" 15'-3" 15'-3" 15'-3"-'X6-FULL OR •1V-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (E) (E) (E) (E) (E) (E) a co " (C) (C) (C) (C) (C) (C) (E) (E) (E) (E) (E) (E) 2'x8 FULL OR 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 2"x10" NOTCHED 12 (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (E) (E) (E) (E) (E) (E) ca Jsers\deIRDocuments\DURALUMIIAPMO 019512-28-1412-28-14 A 1.dwg,311 5201 4 1 1:59:05 PM,Tabloid Pl°I9el'WV W-ko: L KOZ/9t/6'MP3 V bL 8Z Z\tiL 8Z Z156LO OWdVI\Wf1-lvtiOO\SlUewnauudt-r+ = O ll`dl3o NWn10O @) -IIV13C] IN3WH0b11H O 'NNOO 213ab3H 318nOa 01 NWn10O an1S O 'NNOO a3GV3H '190 /U31JV*%d '18a m 01 U3a`d3H 318nOa U3Ja31 /OOOn1S '1SIX3 Li0103NNOD 31V1d301s.5'9 X.Z � a �I3J.dV2J HOV3*LVNI13 ' • ' Z) .4Z0.OX.EX.£ anJ.S QOOM HOV3 OINI'3N3d.S'd NL) mm 1109.Z/t-(Z) a (NO1103NNOO lHnn No OOOn1S.L co N3d SH3N31SV3 Zt) DMISIX3 'r 193OV3H.8X.£-(Z)UO.9.9XZ-(Z) N30V3H.8X.£-(Z) NYYnIO01SOd'31LS HJ 6°E NWn100 01 H30V3H ,� :31VN�i311V - NO.5'9XZ z)—\1SOd'OS.£ a0 03H0V11V 1213SN1 HOV3 @7 SOS JNOI :31VNN3 LlV ° LJ Z)1SOd'11S..£X.£ z > .Mc X K#-911V1SNl (1V101-i7) ti m f S3lOH SS300V DJ.8/9 N01103NNOO NWnl00 Ol � o z N z M313VU H0V3'S•W•S 6L#-(Z) m m 0095ZS0S NOSdWIS(Z) t'` w :31VNM311V .9 o sv arznTo .L °z ° m 1108.Z/L:31VN211 x m I° °°I 1 U31AVa.BX.£NO1'1018)'lO3NNOO (JNIISIX3 NO M3N) ' m N v U30031 TdNIWON.9X.Z r D 0V3 S 2131dV it m c a0 llld 000M HOV3'S'W'S 3.L-IV w O WV38.Z£0'X.9'9X.Z•l80 NO H11M'838W3W WnNIWn1V 31VN2l311V a c n .4Z0'OX.Z{9X.Z 9NIHIV3HS .Z NO.Z/L L 3Z NVId N01103NNOO 1108 N m O WV38 ZVO'X.8X.£'180 ONIISIX3 -N3J dVN 31snOO 6' < .Z/L 31VNN311V `d�%•''� "•<.;� a m 3OI H3'S•WS 8# ?:• .;� "m p S'W'S 81#1 30111V1.Z No.Z/t11 t w"-"i m A U�J ril y E NO1103NN00 -11dM Ol U31:Jb-d Z 13MOVIdS �33GV3H ZOZZ Lf�LL oPJ :� a 1d3H5'Z 31aV133s an1S U3NU00 JNIISIX3 OINI N011V'd13N3d 3 N JNIOVd5 I JNIlSIX3 S033OX3 3131MOa YNVHS�0 N01iU0d a3GVMJH1 8 3alA JNIOVdS a313VN 3N3HM N3�JO313Sn=310N O�ld ll�/HS M32�OS Jb'l d0 H1JN3l310N 3 13NOVU8 NOI1Va13N3d (On1S DOOM ONIISIX3 O1N1 NOI1VN13N3d'NIW A U3aV3H UM-A" Jsd 09 ONV Ob='l'l SM31JOS CIVI.Z/L-£X 0.8/9 HOV3 Z •XZ Jsd 0£O ll NV 5Z'OZ=' ' SM3NOS JVI Z/t.Z/L-E X O HOV9 Z Wnit/u$X+�E Wnld u$X £ a m Jsd 0L='l•1 SM3210S JVI.Z/L-£X 0.b/L HOV3 Z o nrn o o ONIWV2d On1S OOOM JNIISIX3 •E y ----- -13 13N0VaB-n x ,Qg:- f`�I�.dx3 •0 cn .Z/L L ao Jlc _ --- X 7-1z ,3 Cb _< 2i313VU NIW.5 1 .L Y �O: i Im §o - MIS 213d S 11 lip ----------- - SM32i0S EM-10.5f(E) 0 0 3als V3 sws L#(t+)='l'l#os`#ov Jsd 0£JNIa330X3 SaN01 d0021 ld �.,�'� OI o 301S F/3 SWS tiL#(E)='i-1#oE'#sZ`#OZ ZiL L a3211n032i ON1U33N10N3 OId103dS-311S 0 301S Y3 SWS 17W(Z)='l•1#oL Isd 0£01 Q311W11 SI N0110nUSN00 SIHI :310N 2i3JN�-/H b30NHH 13�iOd2A8 .�H,. O N0I103NNOO 11t1M ?�3JNHH 21'I O 03an211X3 O a31NI:103 11021 O 91-£909 A011t�/9091lV flail C909 m J1011v/ Wnit/ -� 91£909 9133HS 33S t,133HS 33S „Q$$ 5L 3 .koiiV•WnIV m 'SH3N31SVd SU3N31SVd 90' o o a 9133HS 33S w W (san000 3a3HM) D -13NVd dooa o Sa3N31SV3 0 0 �' b m M im-V SnOnNI.NOO r � w ' to o ur• .e OOZ' .L8Z' .£99 0 0 0> a 5 _ -+ C/J 8133HS 33S O 'VIO m c 0 ,g 'SN3N31SVd o 9133HS 33S .ZOZ' .06X.%0' � 5> � a.SZ' CN S213N31SVd 90• 9£H-V00£ WnIV i 9LO' .00E 9133HS 33S M .090=1 Z T n Sa3N31SVd z- z ti 133HS 33S „Ot L Z �' -s ! ' r ---d�1„090'=1 Sa3N31SVd S13NO"El JNI1Nnovq aNV S13NNVHO 2139NVH COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS 0 Z w w � NAL Z w� 0 00P'Z m vc EXP. 3 ATTACHED STEEL POST ONLY: w o r 'T"BRACKET @ 3-SQ.POST I ATTACHED ONLY m W W/(4)#14 SMS EA.SIDE OF POST ALUM.T"BRACKET USE WITH ALTERNATE FTG. , USE POST TYPE a w POST TYPE B,C,D,OR E. FOOTING &ANCHOR BOLTS ` F,G,H,J OR K Q OR 1/2'M.B.THROUGH POST I v z i 3"SQ.POST USE(2}311 HILTI I I 3"SQ.POST KWIK BOLTS OR EQUAL CUBE SIZE SQ.18"DEEP "CUBE FTG. SINGLE POSTS 1 I 0�Z FOOTING SIZE BOLTS EMBED. i :5 STEEL."T"BRACKET USE WITH 18" 18"SQ. 12' ly 1/2 DEPTH OF I I i POST TYPE B,C,D,E,F,G,H,J OR K. uj SEE NOTES BELOW USE(2)-3/8"0 HILTI KWIK 20" 21"SQ 12" 23'&24-CUBED(1) (2)-12"0 31/4' FOOTING OR ONAL (2)-3/8-0HILTI KWIK-BOLT BOLTS OR EQUAL 12"MIN.EMBD. 1 , 0 �j♦f 22" 25"SQ. 16" �; TZ-SS314,EACH 2%"EMBEDMENT DEPTH 25"-30'CUBED(1) (4)-1/2.0 3 1/4" ; eMa ��j BRACKET TO SLAB. FOR KWIK BOLTS) 24" 28"SQ. 20" I () UJI C� MINIMUM DISTANCE TO 26" 32"SQ. 23" 31'-34"CUBED(1) (4)-5/8"0 4' ` ` in EDGE OF SLAB=4"OR 28" 35"SQ. 25" I w m T. a TO CRACK=10" w J a s 4 �+ (2-MIN.EMBEDMENT) . d 30" 28" 35'-39"CUBED(1) (4 14'!d 4 3/4" :' w Z o 39"SQ. 0 Q (P �C v DEIlrH n 32" 4WSQ. 30" 40--42'CUBED(1) (4)-3/4.0 43/4" (1}1/2">aM.B. ��':` : af U �r V 34" 47"SQ. 32" x9"LONG,1' p° a. to Q c Q F >.: ••. . SLAB SHALL BE IN v POURED CONCRETE w w $ '� »r".: .ry NOTES: BOLTS SHALL BE HILTI KWIK BOLTTZ FROM END AJ FOOTING SEE NOTE �.• p p3 o n �! Q� GOOD CONDITION 36° 51"SQ. 34' STAINLESS STEEL,I.C.C.ESR-1917 OR EQUAL OF POST m qs 1. CPM . . z .Z FOR SIZE 38' 55"SQ. 37" _ 1)REQUIRES USE OF ALTERNATE FREESTANDING POURED a SQUARE,SEE FTG. 3 1/2" MIN. SEE FOOTING I 40" 39" BASE PLACE SCHEDULE IN BEAM w Q SCHEDULE QUARE� 60"SQ. CONCRETE w o IN BEAM SPAN TABLE 42" 64"SQ. 41" FOOTING SPAN TABLE _ E �+ EXISTING SLAB POSTS TO CONC. FOOTING ATTACHED COVERS ONLY O ATTACHED COVERS ONLY 'CUBE FOOTING w/4"SLAB O SQUARE POST EMBED. INTO FOOTING w 9 z z D y 0-0 Oc�l ^ V I I NOTE:ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 0 z o w wu F� , wo (3)-3/4"0 BOLTS m o W ° 61 L ."•�!J FOR POST TYPE J 8 K o '1 / 3"OR 4"SQ. " w z 415" INSERT 4 16" x 0.188" E ASTM A36 4 5" STEEL ' m � @ Jr ��1 }.t +f:L �d T.O.C. o @J am w dd .9 azwm �•••• f� (4)-SS316 3/4"0 HILTI KWIK BOLT TZ STAINLESS w F 202•••'•gyp STEEL PER I.C.C.ESR-1917 OR EQUAL N m o 0 (4 3/4"EMBEDMENT DEPTH) U)o u; 6'� 1el4c� y waaN ALUM. ALLOY �`�3.00" OR •C �` / 2�aN 6063-T6 2.40 �� 2.0" INSERT TO � se Or �� BASE PLATE 3/16" a o 1.375 q 7/16.0 HOLE 0 FOR 3/8"MB 56" 2 FLANGES POST _ w 0 . ru 75" 2 1/8"APART ; ASTM GRADE 36 STEEL w INSTALL 1y"x 1 z 1.125" 2•5" INSERT w'N z p Y2"x Y8" HDG I } o m p WASHER PLATE AT ANCHORS 9"SQ.X 5/8"THK. `-' z a z w 75" .75" BASE FLARES THK. BASE PLATE 3 lu a 1.60" 157" TO 3"WIDE EA. (ASTM A572 STEEL) R o N it 1.50 090" TYP NI''� SIDE OF FLANGES 1 1/2» 6' 1 1/2„ " USE FOR 3"OR 4" 1.75" FOR 3"POST, INSTALL 1Y"x 1Yz x Ys"HDG STEEL POSTS 4"WIDE FOR 4"POST WASHER PLATE AT ANCHORS 5.50" ILL FOR 130 MPH 1-7/16"QJ HOLE WELDED STEEL BASE PLATE Q 0 q 2-5/16.0 HOLES &2-3/8"HOLES 2 � TYP. EA.SIDE a r ALTERNATE FREESTANDINGIll ALUM "T" BRACKET STEEL "T" BRACKET D BASE PLATE ANCHOR Jsers\deIRDocuments\DURALUM\IAPMO 0195\2-28-14\2-28-14 A l.dwg,3/1 6/201 4 12:09:50 AM,11 x 17 LL X LL'WV W6LZL Vt0Z/9L/E'BmP'L V tiL 8Z ZU+L 8Z Z1S6L0 OWdViIWn�vun0\slu0wrrj00V18P\Sa-'1 cn = lNIO('JNINOOla31NI INV3S JNINOOla31NI O a3JNVH dOOa O m 13NVd 300a MivinSNI 13Nt/d a3W2103-11Ob 8133HS 33S 0 0 0 'SM3N31SVd -n .kZ0'0'1LOS V d01 dM SNINS WnNIWnIV 13NVd 03WMOd--nO �mao 5i mm..Z ozgm m0m-5 m c m M3�JNVH z i,z 61001M31NI-13NVd Mad'NIW 14 dMI M0 IIVM m XVW'0'O.ZE SWS 4L# 03WNOd-11021 z I 1NIOf HOV3 Mad'NIW ir SM3N3123S J �R4L m 0,0.ZE SWS n# ..•. m m SVJ �0 ; N N ld 300�i • �� HJ ar C n m D p m l'H1EJN31 S3dlL 1SOd MOd L.1_33HS 33S'L 133HS NO NMOHS SV ON � , " $ O 1N3WH0V11V 13NVd BOOM SNWn loo a 3dA.L 03MInoam do M39WnN WnWINiW l:31ON �ba cnO{ loo mmZD -I Z n� 5 5 ti b £ IZ 4 /43 o. t, ti E £ ILL S�ct/� - i I ! N 70 O o 44 £ ti £ £ Z a'Nol 3road I O��yti� ! j £ £ £ £ Z 8 � . 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OPTIONAL DECORATIVE FASCIA z S: r 3• 1«I 1 — 3" 1"1« 8« (WOOD,ALUM,ORHARDBORD) z w N V t « « « « « Y c'� (2)#10 S.M.S.@ EA. #10 S.M.S. I VALLEY,TYP. (12)-#14 x 1/2"S.M.S.EACH SIDE OF 3• a N a• ° f�' 8 TOT. tl #12 S.M.S. T'� ��'* ALTERNASQ POSTTE:1/O4T0 BOLT W/WASHER V °�' ( TYP. THICKNES1=.035 s•3s" (24 TOT rYP. THICKNESS=.035" i --- FA SIDE OF 3'SQ.POST N II II C+ a a o 17 + �� + + ++ ++ u++ ++ w o •s" wo¢ ALUM.ALLOY 3004-H3( ALUM.ALLOY 3004-H36 w OL w OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED - __= 7 I +O LID " ¢a NOTE:USE SIMPLE SPLICE ONLY NOTE:FULL MOMENT SPLICE MAY OCCUR 1 I i i Z IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS L—— o a of SPLICES — ROLLFORMED & EXTRUDED FASCIAS NOTCHI-BEAMFLANGE 2 3"SQ.POST ~w `oNA� I-BEAM ALUM ALLOY AS NEEDED TO CLEAR 1 u�l� NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12•SIMPLE GSPLICE(ONE SIDE OF WEB)MAY BE USED. (6061-T6)ALTERNATE SQ.POST,CONNECT WEB o ;{ G IV r 3" STL.GBEAM TO POST W/(2)-5!8"f71 0 Q TOTAL=(8}7/2"0 BOLTS THRU-BOLTS @ 4"I-BEAM, 4414 x 112'S.M.S.EACH SIDE of 3- Cn AND 3 -5/8"0 THRU BOLTS SQ.POST ( ) SD.P057(8-7oTAU (� @ 7'I-BEAMS ALTERNATE•1!4"O BOLT W/WASHER 1 00„ EA.SIDE OF 3"SQ.POST tL O O O as � �� c GUTTER FASCIA o m O OF 2.00" 3.00" 3'SQ.POST MAG BEAM N SPLICE WHERE OR 240" Q OCCURS 4" Q.STL.BEAM N o 070" IYP. ° ° H — BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER 15 �Z Orli ���•S NOTE:THIS DETAIL IS LIMITED TO 10,20&30 psf tu -o G .• •,• i k, ALUM.ALLOY 3"x 8"x.042"BEAM, ROOF LIVE AND SNOW LOADS 4; .` •, �,�Pf/� 6063 Ts 3"SQ.STEEL OR J TI, C",l .S I. ' ``� � ., MAG BEAM. O '. O y 4 I-BEAM T-O" "D✓ MOMENT C-SPLICE "L" FASTENERS wN t l a Exp. M NOTE:IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS,A SINGLE 12"SIMPLE GSPLICE(ONE SIDE OF WEB)MAY BE USED. ¢w pd••, 2'-0" 6-#14SDS aLLo C I 6 L 4" FASTENER TO FASCIA-SEE TABLE 1-m z W _ ,• -a T-0" 12-#14 SDS FASTENER TO RAFTER TAILS-SEE TABLE a~-c •� 9!& 1.25" FASTENER SPACING=3/4" OPTIONAL LATTICE TUBES F z O O O #14 x V2"S.M.S.TOP AT OVERHANG w o (6)-#14 SDS @ EA.SIDE &BOTT.(2)-TOT. m ( %%2" SPLICE WHERE TOP&BOTT.TOT.=24 `,- .. .��� OCCURS 7• 4.5" ° E /�. >00 jyp ROOF PANEL FASTENER 6 1/2" E o o GROUP N= > umi L •� :; l�O. 17 ••� _ O O ROLLFORMED OR — o o 07 ¢v' Ct W EXTRUDED GUTTER U U C� �HOMifzB 14 ALUM.BRACKET X U) z m ALUM.ALLOY 1s" 1" 3"X 3"ALUM.OR #14 s.M_s.@12"o.c. U,ci Roll • C?�[��;"-I�ES L sos3-Ts STEEL POST Fasc1A 3' 6 1/212AFlER 2" 1" "1-"SEE TABLE co?<v 7 y " I-BEAM S' N MOMENT CS „PLICE U"BRACKET-RAFTER TO BEAM o 1 %" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET — RAFTER TO BEAM 17 0 z U�aN 3.125"FOR 3 x RAFTER O ¢ 2.125"FOR 2 x RAFTER ¢ m IL 0&! 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MIN. MAXPOST FTG. MIN. MAXPOST FTG. MIN. MAX.POST MIN. MAx.POST IN. MAx.POST MAxP ¢� w ;Z. FTG MIN. MAX.POST MIN. MAX POST FTG FTG MIN. OST MIN. MAX.POST ►- SPACING m� SPACING POST SPACING POST SPACING POST SPACING ( ) POST SPACING POST SPACING POST SPACING POST SPACING F7G' POST SPACING �G' POST SPACING (IN�' OIST m a �. .C37 � ON SLAB* (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN.) TYPE (SPAN) TYPE (SPAN) (IN') TYPE (SPAN) {IN') TYPE (SPAN) (UJ.) TYPE (SPAN) (IN.) 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TYPE m 13'-7" 5. 10'4 Ol-3" 120 B 9'-6 9-0" 228 �j 13'-j 3��" 122 B 12'1"1-8" 230 G 13'- 3�-1" 122 B 12'-�1-6" 230 G 8'-3" " 17 B 7'-6" 25 23'-4" 23 21'-3" 33 G , iO�s�� 8'-2 19 7'-1" 27 F 23'-1" 27 E 20'-1" 34 H 5 ate= � � C 1 V-4" 6' 19 B 8'-10" 26 G 12'-9" 20 B 11'-8" 28 12'-2" 20 11'-6" 28 T-9" 17 7' 1" 24 22'-0" 24 20'-0" 32 G w o s Z .� _PEES N 9'-8" 21 8'-6" 27 12'-8" 23 11'-1" 29 G 12'-0" 23 B V-10" 29 G T-8" 20 B 6'-8" 27 F 21'-9" 28 E 19'-0" 34 H s� 8 z 9�_8" 7' 9'-0" 19 B 8'-6" 26 G 12'-2" 21 B 11'-1" 27 11'-3" 20 10'-i 27 G T-4" 1 B B 6'-9" 24 F 20'-1 25 19'-O" 32 G , k w 9-2" 2Z 8'-1" 27 12'-O" 24 10'-6" 29 G 11'-1" 23 B 10'-3" 29 7'-3" 20 6'-4" 27 G 20'-8" 29 E 18'-0 " 33 H 7 0.r a W m 1 'O� 8,-6° 81 B'-10" 20 8'-2" 25 11'-B" 22 10' 10-1" 22g G 10'-j0'q" 224 B 10'-49�-g" 228 G T-1" 18 B 6'-6" 25 F 20'-1" 26 18'-2" 31 8� 23 B T-8" 27 G 11'-6" 25 C ' 7'-0" 21 6'-1" 28 G 19'-9" 29 E 17'-3" 33 H tP� �,v J T-7" 9' 8'-7" , " 20 B 7'-9" 26 G 11'-1" 22 C 10'-2" 28 G 10'-0" 21 C 10'-0" 27 6'-9" 19 6'-2" 26 19'-2" 27 17'-6" 32 (� U��� *^ .�� ,_,� 8-6 23 7'-4" 28 0'-10 25 9'-8" 28 9'-9" 1 B 9'-3" 28 G 6'-9" 22 B 5'-10 29 G 18'-9" 30 E 16'-7" 33 H 9 E . ( ��� 6�_9" 10. 8'-3 21 7-7" 28 10'-6" 23 9'-10" 28 9'-6" 22 9-6" 28 6'-7" 19 6'-O" 27 18'-3" 27 6'-10" 32 8 . CP` C 8'-2" 24 B 7'-2" 28 G 10'-3" 26 C 9'-4" 28 G 9'-3" 25 C 8'-9" 28 G 6'-6" jj 22 B 5'-8" 30 G 17'-10" 3i E 16'-1" 32 H ]2"' r' 6'-2" 11' 8'-0" " 21 7'-4" 27 10'-0" 23 9'-7" 29 9'-1" 22 9'-1" 28 6'-4" 2O 5'-1O" 27 17'-4" 27 16'-4" 33 1 7-9 24 B 7'-0" 29 G 9'-9" 26 C " 29 G 8'-10" 2+—C 8'-4" 29 G 6'-3" 22 B 5'-7" 30 G 17'-1" 31 E 15'-7" 33 H u is 5'-8" 12' 7'-7" 21ca 7'-2" 28 9'-7" 23 9'-3" 29 8'-8" 22 8'-8" 29 6'-2" 20 F-8" 28 16'-8" 28 16'-0" 34 cn cs� m" 7'-6" 24 C 6'-9" 30 G 9'-4" 26 E 8'-9" 30 G 8'-4" 25 C ,f}NAL 8'-1" 30 G 6'-2" 23 B 5'-4" 31 G E H `�f 9,. " ,°<� 16'-4" 32 15'-1" 33 �;q • ►- ;i •�� C••' .831 �C, 7 02•'� C ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLIDCL¢o MAX COL S o 'MCOST FTG MIN. MAX.POST FfG MIN MAX.POST FTG. MIN. 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FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST MIN. MAXPOST MIN. MAX POST Q U a a r-,;, ,s�I SPACING fO SPACING POST SPACING POST SPACING POST SPACING POST SPACING �G' POST SPACING �G' POST SPACING POST SPACING POINT AX.PSPACNGT ON. BPAxCNGT MIN. 0 J MOO :S RAY �^ ON SLAB* F (SPAN} (IN-) TYPE (SPAN) (IN. P TYPE (SPAN) (IN.) TYPE (IN.) IN.) IN.) IN. . Cw1fl�la�Ll_ a.L (SPAN) TYPE FTG. FTG. 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MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST �G MIN. MAX•POST �G MIN. MAX.POST FTG MIN. MAX.POST �G MIN. MAX.POST �G MINPACING POST SPACING . SPACING SPACING FTG MINPos' SPACING MAX-POST CWG FTG• MIN' 0 .L ON SLAB* POST (SPAN) (IN.) TYPE (SPA) (IN.) TYPE (SPA) (IN.) TYPE (SPAN) (IN') TYPE (SPSPACING SPACING POST SPACING POST SPACING POST SPACING POST CAN) (IN.) TYPE ING POST S(SPAN) (IN') TYPE (SPAN) (IN')' POST SPACING TYPE (SPAN) (IN_) TYPE 2"xFOR DBL.6.5"x0.032" FOR 8" (IN.) TYPE 2"x6.S 0 032" FOR A3M 8" (IN.) 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POSTE9� O (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPETYPE W n' 9`-1" 16 9'-8' 27 $'-9" 16 8'-3" 26 11'-6" 18 10'-1 28 10'-4" 17 10'-8" 28 7'-0" 15 6'-7" 25 � d NP 5 g�_1^ 18 B 9'-6" 27 G 8'-9" 18 B 8'-2" 26 G 11'-6" 20 B 10'-8" 28 G 10'-4" 19 B 10'-6" 28 G 7'-0" 17 B 6'-6" 25 F 5 -6 a z EXP. 1h 0 NP 6' 8'-4" 17 8'--10" 28 8'-3" 17 T-10" 27 10'-9" 18 10'-2" 29 9'-5" 18 10,0" 29 6'-7" 16 6'-2" 26 �w� t " G G C ^ G B ^ G B " G s' m2� 8'-4" 19 B 8 8 28 8-3" 19 B 7'-8" 27 10'-9" 21 10'-1 29 9'-5" 20 9-9 29 6'-7" 18 6'-1 26 a w r 7'-10" 17 8'-3' 29 7'-10" 17 7'-6" 28 9'-8" 19 9'-8" 30 8'-9" 18 9'-3" 30 6'-3" 16 5'-10" 26 a o 0 NP 7 7'-10" 19 B 8'-1" 29 G 7'-10" ZO B 7'4" 28 G 9'-8" 21 C 9'-7" 30 G 8'-9" 20 C 9'-1" 29 G 6'-3" 18 B 5'-9" 26 G 7 J Z NP 8' T-4"T-4" 120 B 7'-9��-7" 229 G 7'-7"7'-7" 120 . 7�-2 T-0" 2 28 G 9'-0"g,-0" 19 C 9'-3"9'-2" 3 31 G 8'-2"$,-2" 121 Ci 8,-8'8'-6" 3 30 G 6�-0 6�-0" 11 g B 5'-8 5'-7" 227 G 8. �w g NP 9' 6'-10" 18 C 7'-3" 30 G 7'-2" 18 C 6'-10" 29 G 8'-7" 19 E 9'-0" 31 G 7'-8" 19 C 8'-2" 31 G 5'-9" " 17 B 5'-6" " 28 G 9' 0 ___I 6'-10" 20 7'-2" 30 7'-2" 21 6'-9" 29 8'-7" 22 8'-9" 31 7'-8" 21 8'-1' 31 5'-9 19 5-4 27 NP 10' 6'-7" " 18 C T-0" 30 G 6'-6" 18 C 6'-8" 30 G 8'-2" 20 E 8'-8" 32 G T-4" 19 C 7'-9" 31 G 5'-7" " 17 B 5'-3" 28 G 10' 6-7 21 6'-9" 30 6'-6" 21 6'-7" 30 8'-2" 22 8'-4" 32 7'-4" 21 7'-8" 31 5-7 20 5-2" 28 LO 01 N a. NP 11' 6'-3" " 19 C 6'8" 31 G 6'-2" 19 6'-6" 30 G 7'-10" 20 E 8'-3" 32 G T-0" 20 E 7'-6" 32 G 5'-4" 18 B 5'-2" 29 G 11'4 48 8 6-3 21 6'-6" 31 6'-2" 21 C 6'4' 30 7'-10" 23 8'-1" 32 T_0" 22 T-3" 31 5'4" 20 5'-1" 28 NP 12' 6'-0" " 19 C 6'-4" 31 G 5'-11 19 C 6'-3" 31 G T-5" 20 E T-10" " 33 H 6'-9" 20 E T-2" 32 G 5'-0" 18 B 5'-0" 29 G 12' amv -C �� �s�q �O v 6'-0 21 6'-2" 31 5-11" 21 6-2" 31 T-5" 23 7'-8 32 G 6'-9" 22 7'-0" 32 5'-0" 20 4'-10" 29 N of 00 Q Z �S t' C�� > ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLD ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID MAX.COL. o MAKPOST FTGPACING . MIN. MAXPOST FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST ING FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTGPOST SPACING . MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. p = = PACING ON SLAB SPACING S(SPAN) (I"') O E (SPAN) (IN.) TYPE (SPAN)POST SPACING (IN') POST SPACING TYPE (SPAN) (IN') POST TYPE (SPCAN) (IN•) TYPE (SPAN) (IN.) n PE POST SPACING (IN.) POST SPACI (IN.) POST SPACING (IN.) POST (SPAN) (IN.) POST TYPE(SPAN) TYPE (SPAN) TYPE (SPAN) TYPE s�gym: NP 5' 9'-1" 17 9'-8" 27 8'-9" 17 B 8'-3" 26 G 11'-6" 18 B 10'-1 28 G 10'4" 18 B 10'-8" 28 G 7'-0" 15 B 6'-7" 25 F 5' v., a - E 9'-0" 19 B 9'-2" 28 G 8'-9" 19 8'-0" 27 11'4" 21 10'-6" 29 10'-2" 20 10'-3" 29 T-0" 17 6'4" 25 8'4" 8 8'-10" 8 8'3" 8 10" 7 '9" 9 2" 9 8 '0" 6'-7" 6 6'-2" �'Z"' ,. _• ��, 0 2 - 1 T- 2 G 10- 1 C 10'- 2 9'-5" 1 10- 29 1 26 W o-o Z 8'-3" 26 B 8'-4" 28 8'-3" 20 B T-7" 27 10'-9" 22 9'-10" 29 9'-4" 21 9'-6" 29 6'-7" 18 6'-0" 25 6' =a N NP 6 G G B G B G s e r T-10" 18 8'-3" 29 T-10" 18 T-6" 28 9'-8" 19 9'-8" 30 8'-9" 19 9'-3" 30 6'-3" 16 5'-10" 26 D a W a =.`I =+'' _ NP 7 7._8" 21 B T-9" 28 G T-10" 21 B 7'-2" 28 G 10'-1" 23 C 9'-4" 30 G 8'-8" 21 C 8'-9" 29 G 6'-3" 18 B 5'-8" 26 G T N a LL `r, •... I T-4" 19 T-9" 29 T-7" 19 T-2" 29 Pk� 20 9'-3" 31 8'-2" 19 8' 8" 30 6'-0" 17 5'-8" 27 p, NP 8 T 3" 21 LJ T-4" 29 7-7" 21 �' 6'-10" 28 G 23 C 9'-0" 30 G 8'-1" 22 C 8'-3" 30 G 6'-0" 19 B 5'-6" 27 G A :t 6'-10" 19 T-3" 30 7'-2" 19 6'-10" 29 E"T 20 9'-0" 31 7'-8" 20 8'-2" 31 5'-9" 17 5'-6" 28 : , �•z , NP 9 C G C G E G C G . ., B G 9 lt� _j 6'-9" 22 7'-O" 29 7'-2" 22 6'-8" 29 8'-6" 23 8'-7" 31 7'-7" 22 7'-9" 30 5-9 19 5'-3" 28 E fv.. .P •1 $ NP 10' 6'-7" 19 7'-0" 30 6'-6" 19 6'-8" 30 8'-2" 21 8'-8" 32 7'4" 20 7'-9" 31 5'-7" 17 5'-3" 28 22 C 30 G 6'-6" 22 C 6'-4" 29 G 8'-0" 24 E 8'-2" 31 G T-3" 23 C T-4" 31 G 5'-7" --;-20, B 5'-1" 28 G 10' m ? N NP 11' 6'-3" 22 6'-8 3 6'-2 2 C 6- " 3 7' 10 2 $'-3" 3G0 2 7'-6' 3 5, 1 2 2 E 71 1 G G 30 G - 7 E - " 3 _6'6'-2" 2C G -2" 22 66'-2" 3 - 24 6-11' - 29 11' 6'-0" 20 6'-4" 31 5' 20 20 6'-3" 31 7'-5" 21 T-10" 33 6'-9" 21 T-2" 32 5'0" 18 5'-0" 29 ¢z v :,Y -,� NP 12 5'-11" 23 C 6'-1" 31 G 5'-11" 23 C 6'-0" 30 G T-4" 24 E T,6" 32 H 6'-8" 24 B 6'-9" 31 G 5'-0" 20 B 4'-9" 30 G 12 �, O w 41 2202 : ab W,> ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID ATTACHED SOLID FREESTANDING SOLID >, O 2 z n TI"l0 D~_ MAX.POST MIN• MAX.POST MIN. MAX.POST 1a O D FL C4 Y MAX.COL. �o FIG, FTGPOST SPACING . FfG, MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX POST FTG POST SPACING . MIN. MAX.POST FTGPOST SPACING MIN. MAX.POST FTG. MIN. MAX.POST FTGPOST SPACING . MIN. MAX.POST FTGPOST SPACING . MIN. �o O POST av Cr� PI�EL� ON SLAB w SPACING EQ3SPACING(PAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPOST PAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPPOST SPACING POST AN) (IN.) TYPE (SPA) (IN.) TYPE (PAN) (IN.) TYPE (SPAPOST IN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE d 0 N � ' P�` NP 5' g'_1"g'_10" 120 B g' 9'-0" 229 G 8'-9" 18 B 8'-2" 27 G 11'-6" 20 B 10'8" , 29 G 10'-4" 19 B 10'-7" 28 G 7'-0"�- " 15 B 6'-6" " 25 F 5' W 8 7 20 7'-10" 28 11'-3" 22 10 3 30 10'-0" 21 10 1 30 6 10 17 6 3 27 Gru M NP 6' 8'-4"8e_1" 121 B [�-Z7ll_, -g g'_2^ 228 G 8'-3" " 19 7'-9" 27 G 10'-9" 20 C 10'-1" 29 G 9'-5" 19 B 9'-10" 29 G 6'-7" " 16 B 6'-2" 26 G 6, Z 8'-1 21 B 7-4" 28 10 7 23 9'-$" 30 9'-1" 22 9'-2" 29 6-6 18 5'-10" 26 uw o w r _ 7 , 2 33 8'-9" 2 9� oZO m7'-107 1 8'- 2 7-10 � 2 3 63 16 5-1 2-G B G a B7-1 2 G 9.4 C 9-2" 0G 8'-7" 5NP 71 " B 28 G622 �-7 7 22 2 8- 2 - 7 W J_ NP $' 7'-4" 20 B T-7" 29 7'-7" 20 C 7'-1" 29 9'-O" 21 9'-2" 31 8'-2" 20 8'-7" 30 6'-0" 17 5'-7" 27 <6 aj T-0" 22 C T-1" 29 G 6'-11" 22 B 6'-9" 28 G 8'-9" 24 C 8'-9" 30 G T-11" 23 C 8'-0" 29 G 5'-10" 19 B 5'-4" 28 G 8 0 % J NP 9' 6'-10" 20 7'-2" 30 [6- -2" 20 6'-9" 29 8'-7" 22 8'-9" 31 7'-8" 21 8'-1" 31 5'-9" 17 5'-4" 27 _j 6'-8" 23 C 6'-8" 29 G 6'-7" 23 C 6'-6" 29 G 8'-3" 24 E 8'-4" 31 G T-5" 23 C 7'-7" 30 G 5'-8" 19 B 5'-2" 29 ]Gl v 6'-7" 20 6'-10" 30 -6" 20 6'-7" 30 $'-2" 22 g'-4^ 32 7'-4" 21 C 7'-8" 31 5'-7" 17 5'-3" 28 ,� o NP 10 6'-3" 23 C 6'-4" 30 G 6'-2" 23 C 6'-3"LO 30 G 7'-10" 25 E 8'-0" 31 H 7'-2" 24 E 7'-2" 30 G 5'-6" 20 B 5'-0" 30 N s°-3"6-0 223 Ci 6`-7 6 1 3 31 G 6�-25 11" 223 C 6 6 1 331 G 7'-10'7'-6 225 E 8'-1;�-7" 332 t 7'-0"6.-9" 224 E 7�-46'-10" 331 G 5,�5'_0^ 120 B 5�-14'-10" 231 W N NP 11 " ,_ " ,_ " "6'-0" 21 6'-3" 31 T-11" 21 6'-2" 31 ' " 23 7'-8" 33 6'-9" 22 7'-1" 32 5'-0" 18 B 5'-0" 29co NP 12 5'-10" 24 C' 5'-10" 31 G 5'-9" 24 C 5'-9" 31 G 7'-2" 26 E 7'-3" 32 H 6'-6" 25 E 6'-7" 31 H 4'-10" 20 C 4'-9" 31 UsersldeiNDocumentsM3URALUMMAPMO 0195\2-28-1412-28-14 B 2.dwg,311 6/201 4 1:32:52 AM,11 x 17 a X U'WV L4:9 t 0WdV11Wn��n�'IuaW,�- �, H LZ£ .9-.b 4-.5 .Z-.9.0-,L £iZ .b-,b.L-,b .£-•5.L-.5 H £££ ..0 6-,L b-,8 5ZZ .Z-,L.Z-.L O bb .8-,9 Z6Z .£-,L 8-,8 L 66E .L-,5 L-,5 L 3 E6z .Z-.5 6-,5 L LE .L-.Z9-,£L L�Z ..9-.Zo-.E L .Z L dN m Le .6-,b .8-,9 8Z .S-.b .L-,5 H £E .Z-,8 5Z .5-,L Ob .Z-,L L Z£ „6-.9 L 8E .L-.5 L ZE .O L-9 L LE .L-,E L � OE .L-,E L d N OZ .0-,5 .0 L-.5 ££ .6-,8 ZZ .5-.L Ob .0-,S 4 8Z .Z-.6 L 6E .E-,9 L 6Z .L-,9 L LE .L-.b L LZ .9-,£L ' O LE .E-,5 0-.9 .L-,L L-,L EZF�oOZ .Z-.5.9-.5 .L L-,5 Z-,9 H ZEE .L-,8.Z-.6 3 bzz .6-.L„6-,L 66E .8-,L 9-.8 L ZE .b-,6 6-.6 4 88E .L-.9 6-,9 L 3 Z6Z ,8-.9 L0-8 L ::E .6-,E8-,b L 09Z .L-.£Z-,b L .0� dN m OE 6-5. 9- ZZ - 0-,6, , ZZ .8-.8 8£ E-SL £ .L-.OZ LE L-9.L . 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T .. MAXCOL. j MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. jp = SPACING SPACING (IN.) POST SPACING (IN.) POST PAN) (IN') POST TYPE PACINGSPACING (IN') TPOST SPACING POST SPACINGYPE (SPAN) (IN') TYPE (SPAN) (IN.) TPOST YPE SPACING (IN_) POST SPACING (IN_) POST SPACING (IN.) POST SPACING (IN_) POST m�, � n ON SLAB* F (SPAN) TYPE (SPAN TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE F- LJ.. r ° 14'-1" 20 15'-9" 31 14'-3" 20 15'-1" 31 16'-6" 21 16'-6" 32 1'-2" 23 21'-2" 34 23'-2" 23 23'-2" 34 , •°�' C G C G E G E H E 1 5 © NP 5 13'-10 21 15'-0" 32 14'-1" 23 14'-3' 31 16'-3" 24 15'-7" 32 19'-10' 25 20'-1" 34 22'-10" 26 22'-0" 35^. ;,1 , 12-1 20 E 14'-4" 32 13'-1" 20 13'-9" 32 15'-1" 21 15'-1" 32 G 9'-4" 23 19'-4" 35 1 21'-2" 24 21'-2" 35 w o o z m N NP 6 12'-1" 22 C 13'-8" 31 G 12'-10" 23 E 13'-1" 31 G 14'-10" 24 E 14'-3" 32 H 18'-2" 26 E 18'-4" 34 H 20'-10" 27 E 20'-1" 35 1 6' 0 F y Vl ,:tr T NP 7' -:- 1'-1" 222 E 13' 12'-8" 332 G 1. 8. 224 E 12'-9'2,-1" 332 G H 14-013.-9" 225 E 14'-013,-3" 333 H 18'-06'_9„ 227 E 18'-07_1„ 335 1 19'-819 4 228 E 19'-8'8 T 336 K I T Na m NP 8' 10'-7" 21 E 12'-7" 33 H 11'-4" " 21 E 12'-0" 33 H 13'-1" 22 E 13'-1" 34 H 6'-10" 24 E 16'-1 „ 36 K 18'-4" 25 E 18'4" 37 K 81 10'-6" 22 1'-10" 33 11'-2 24 11'4" 32 12'-10" 26 12-4" 33 15'-8" 27 16'-0" 35 I 18'-2' 29 17'-6" 36 NP 9' '-5" 21 E 11'-1 34 1 i 10'-8" 22 E 11'-3" 33 H 12'-4" 23 E 12'-4" 34 H 15'-10" 24 E 15'-10" 36 K 17'-4" 26 E 17'-4" 37 K 9, _j 9'-3" 23 11'-2" 33 10-7' 25 10'-8" 33 11'-7" 26 11'-8" 34 14'-10' 28 15'-1" 36 17'-2" 29 16'-6" 37 e 7 $ NP 10' '-11" 2 11- ' 3 10._12 0- 3 -9' 2 11'9'' 14 " } E3 I 15 2 15- 33 1661 2 16-6 3 ' 8 "-9 23 E 0'-8" 34 H 0-0" E ' H E 1-2" 34H " 28E K 5'-7" K 10 - 30 37 y� `` ��' " N NP 11' -5" 22 E L 35 1 9'-8" 23 E 10'-3" 34 1-I 11'-2" 23 E 11'-2" 35 1 14'-, " 25 E 14'-4" 37 -K 15'-9" 26 E 15'-9 38 K 11' 6 6 5 8'-4" 23 le 34 9'-6" 26 9'-8" 34 10'-6" 27 10'-7" 35 13'-4" 29 13'-8" 37 15'-6" 30 14-10" 38 o • t<' 12 8'-01, - 22 E 35 1 9'-4" " 23 9'-10" 35 I 10-9 24 10'-9" 36 13'-9" 26 E1�9" 3K 15'-1" 27 E15'-1" 39 12' ¢ 317. 5-2202 0� NP ' "7 10 24 34 9-1 26 9-3 34 H 10=0 27 10-2 35 12'-10" 29 14=10" 31 14-3 38 K w THOMAS 1WO;10 } C 4 IPBE '• ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID � > w �'T°°•° �° D _~ MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MINPOS. MAX.POST MIN. MAx.POST MIN, MAx.POST M1N. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. ¢= U a N MAX.COL. M �G M SPACING FTG POST SPACING FTG FTG FTG. FTG FTG. FTG FTG. FTG o O¢J a ON SSPACING SPACING L.AB* (SPAN) (IN) POST TYPE (SPA) (IN) TYPE (SPAN) (IN) TYPE (SPAN)POST SPACING (IN) TYPE (SPA)ING (IN) POST SPACING TYPE (SPAN) (IN) POST SPACING TYPE (SPAN) (IN} POST SPACING TYPE (SPAN) (IN) POST SPACING TYPE (SPAN) (IN) POST SPACING TYPE (SPAN) (IN) TYPE ¢=N f o_omW 2 15'-1 ' " 3 GH14'1, 2 C 14' " 3G 16' 2 E 16'31 , 3 G 1' 2 20'- 3H23' " 2 2' , 31 36J3' C 27 E 22' ENP 5• -623 -6 3'-8" 24 1310 -4 33 H5-10" 25 5-2" 33H 20'4" 28 21'3 37 5' O 12'-1 22 E 14'-2" 32 11 13'-1" 22 E ITT' 31 G 15'-1" 23 E 14'-10" 32 1� 9'4" 25 E 19'-1" 34 H 21'-2" 25 E 20'-10" 35 1 6 CD NP 6' W M 11'-8" 24 13'-3" 32 12'-7" 24 12.'-8" 32 14'-6" 26 13-10' 33 1 T-8" 27 17'-9" 35 1 20'-4" 29 19'-6" 36 J W N w} r 11'3 2 13' 3 12' 1" 2 12_1 33 14'0 2 13'-9 3 8'-0' 2 17'-863 1 19' 8" 2 E 8 029 E ' " ' }z'1 7'7' E 2-9" � ' " 3 8-1 y,aI 24 - 1-8 25 E W w J N NP 8' 10'-7" 22 12'4" 33 11'-4" 23 11'-9" 33 13'-1" 23 12'-10" 33 6'-10" 25 16'-7" 36 J 18'-4" 27 18'-1" 37 a 10'-1" 25 E 11'-6" 32 H 11'-0" 26 E 11'-0" 32 H 12'-7 27 E 12'-1" 33 H 15'-3" 29 E 15'-6" 35 I 17'-10" 30 E 16'-10' 36 K 8 0 o m o --j '-5" 22 11'-8" 34 10'-8" 23 11'-2" 33 12'-4" 24 12'-2" 34 15-10 26 15'-8" 36 K 17'-4" 27 17'-1" 37 _1 NP 9 9'-0" 25 E 0'-10" 33 H 10'-3" 26 E 10'4" 33 H 11'-3" 27 E 11'-4" 33 H 14'-6" 29 E 14'-7" 36 J 16'-8" 31 E 16'-0" 37 K 9 co $ NP 10' '-11" 23 11'-1" 34 0'-2" 24 10'7" 34 11'-9" 24 11'-7" 34 1 15'-1" 26 14'-1 " 37 16'-6" 28 16'-3" 38 ,� u- 8'-6" 25 E 10'-3" 33 H 9'-9" 27 E 9'-10" 33 H 10'-8" 27 E 10'-9" 34 H 13'-8" 30 E 13'-10" 36 K 15'-10" 31 E 15'-2" 37 K 10 0 N '-5" 23 10'-7" 35 1 9'-8" 24 10'-1" 34 11'-2" 25 11'-1" 35 14'-4" 27 14'-2" 37 15'-9" 28 15'-6" 38 a ►- N NP 11 8!-1" 26 E 9'-4" 33 H 9'-4" 27 E 9'-6" 34 H 10'-2" 28 E 10'-3" 34 1 13'-2" 30 E 13'-3" 37 K 15'-2" 32 E 14'-6" 38 K 11 W 8'-0" 23 9'-10" 35 I Y-4" 24 9'-8" 35 i 10'-9" 25 10'-7" 35 13'-9" 27 13'-7" 38 15'-1" 29 rNP 12 7'_5' 26 E 8'-7" 33 H 8'-7" 27 E 9'-1" 34 H 9'-9" 28 E 9'-10" 35 1 12'-7" 31 E 12'-8" 37 K 14'-6" 32 E 13'-10" 38 K 12 JsersWell\Documents\DURALUM\IAPMO 0195\2-2B-14\2-28-14 B 2.dwg,3/16P20141:30:08 AM,11 x 17 x 6W OWdvnwrnvan,0lu-W.- . .Z L LJ �£ .L-.5 : LZ .5.5 ,Z� dN '0 V 8'dX3 S31VOlONI NMOHS 321nJ1d 3NO AlNO 3113HM •WV38 0310313S 3H121OJ Sa3AOO 03HOV11V HOd Ol•1HS Z£ „0-,9 O LZ .8-.5 O amnSOdX3 NMOHS ONIOVdS 1SOd WnWIXVW 3Hl NO NWnioo SIHl S3l8Nl ONIlOOd 31VNU311V 33S m 4 LE .6-.9 £z .6-.9 dN NI NMOHS ONIOVdS WnWIX`dW 3H1 d0 2i3llVWS 3Hl 38 S3IVOIONi 321nJ1d A1N0°JNIONV1S3321d 2iOd.9 A8 03On032i 38 AVW -I LE .Z-.9 OZ 9 aunSOdX3 IIVHS 9ylS ONIISIX3 NO ONIOVdS NWnIOO WnWIXVW 3Hl 3ZIS ONIlOOd 038nO'S21n000 BVIS 3213HM N Q S31VOlONI sunou w O oF. .L-.9 £Z .0-,9 BVIS 1nOH11M tlNilOOd 038nO d0 H1d30 oNV 301S HOV3 0p '� `0 LE a. r9-,9 OZ "Z-.9 '06 dN r3ldWVSr 310NlOOd d0 HION31 S1N3S3Hd3M NMOHS 9NIl00J .6 of rY .9 Zz "£-.9 �6 dN r 310N 0£ .6-.9 OZ ,.9-.9 r 'WV38.ME 3Hi d0 Hl'JN31 ilnd 3H1 INV39.gx£3H1 d0 A o 0 6z .6-.9 ZZ "$-,9 03TIV1SNI 3811VHS A3Hi'S318V1 NVdS 3Hi NI NMOHS H1ON31llnd 3Hl O3TIH1SM 38 TWHS A3H1 rr�� > '$ OE "Z_.t 6 L r0 L-.9 '8 dN 1 SV Nn000 S1a3SN113AIS-vo n ONV ZL 3H3HM.31ON 'S318V1 NVdS 3Hl NI NMOHS SV ano3o g F m S1213SNI 1331S yO 6L 0Ny ZL 3213HM 310N m m" z 6Z .Z-,L LZ .Z-,L lyno3 NO o Z�w ,L .L dN s£H voo£Aolly'wnly o 1 6Z .8-,L 8 6 L d \ 09 30V2!`J W1SV �1 `Z N w JLM3SNl '1.LS 't/O ZL '190/M "'A m .9 8Z .6-,L 8 LZ „L-.L .9 dN Q X X 1213SNI '11S 't/O Z L/M 6Z .E-.8 8 L .L L-,L WV38.ZVO'0 .8 .£ '180 YYV38.ZVO'oX„8X„E A 6Z r9-,9 0Z rb-.8 lVn03 NO Tdno3 ao Sz .L-.6 8L .8-.$ dN 9£H-400£AOIIV'WnTd �n1 093oV 9 W1SV �1 9£H-600£A011V'WnIV -I tDeN: SNO " /M a• ........*av 12i3SNI '11SVE) K D13SNI '11S 'VO tL (NVdS) 3du (NVdS)D 3dLLNU N) ONIOydS Wb38 .Zt,OOX.SX.0 Wt39 ZtO 0Xu8X"C 18a m - w iSOd ONIOVdS iSOd ONIOVdS Z . . 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STEEL BEAM ��1 7" I-BEAM Z ALUM.ALLOY v ALUM.ALLOY 6063-T6 ALLOY 6063-T6 C ASTM A653 GRADE 40 r ALUM.ALLOY 6063 T6 W 6063-T6 w @+ � a= ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID I- ?J ry �. �.. MAX.COL. o MAX POST FTG. MIN. MAX.POST FfG MIN. MAX POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX POST FTG. MIN. j p w / w�e ^ ON SSPACLAB nt (SPAN)INGM SPACING (IN.) TYPE (PANPOST G (IN') TYPE (SPAN)POST SPACING (IN') TYPE (SPAN)POST SPACING (IN) TYPE POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN. POST m Q U rn J I..L- (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) ) TYPE p Q M- 8'-3" 16 8'-0" 27 10'-9" 17 10'-6" 29 9'-9" 17 10'-3" 29 6'-7" 15 6'-4" 26 18'-7" 21 17'-1 33 <m m goo NP 5 8'-3" 18 B 7'-10' 27 G 10'-9" 19 C 10'-3" 29 G 9'-9" 19 B 10'-1" 29 G 6'-7" 16 B 6'-3" 25 G 18'-7" 23 E 17'-8" 33 H 5� Z z NP (j�EXP.W31i7'-9" 16 7'-7" 28 10'-2" 18 9'-10" 30 8'-11" 17 9'-6" 30 6'-2" 15 6'-0" 26 17'-6" 22 16'-1 35 1 w o a G C G C G B " G E s mwD 7'-9" 19 B 7'4" 28 10'-2" 20 9'-8" 30 8'-11" 19 9'-3" 30 6-2" 17 5'-10 26 17'-6" 24 16-7" 34 H a w NP 7, 7'-6" 17 T-2" 29 9'-1" 18 78'-7- 32 31 8'-3" 18 8'-9" 30 5'-10" 16 5'-8" 27 16'-T' 22 16'-1" 36 a o 0 7'-6" 19 B 7'-1" 29 G 9'-1" 21 C 31 G 8'-3" 20 C 8'-7" 30 G 5'40" 18 B 5'-7" 27 G 16'-7" 25 E 16-9" 35 7 z 1 7'-1" 18 6'-10" 29 8'-7" 19 32 7'-10" 18 8'-3" 31 5'-8" 16 5'-6" 28 15'-0" 22 15'-4" 36 NP 8 7'-1" 20 C 6'-9" 29 G 8'-7" 21 E 31 G 7'-10" 0 C 8'-1" 31 G 5'-8" 18 B 5'4" 28 G 15'-0" 25 E 15'-1" 36 K 8 —, NP 9' 6'-9" 18 6'-7" 30 8'-1" 19 7'-4" 19 7'-9" 31 5'6" 17 5'-3" 28 14'-1" 23 14'-9" 37 o 6'-9" 20 C 6'-6" 30 G 8'-1" 21 E 32 G T-4" 21 C T-7" 31 G 5'-6" 19 B 5'-2" 28 G 14'-1" 26 E 14'-6" 37 K 9 0 O� NP 10' 6'-1" 120 C 6'-4" - 31 G T-8" 19 E 8'-2" 33 G 6'-11" 19 E 7'-4" 32 G 5'-3" 17 B 5'-1" 29 G 13'-4" 23 E 14'-1" 38 10' 0 6'-1" 6'3" 31 7'-8" 22 8'-0" 32 6'-11" 21 7'-2" 32 5'-3" 19 5'-0" 29 13'-4" 26 13'-9" 38 K M NP 11' S'-10" 18 6'-2" 31 7'-4" 20 7'-9" 33 6'-8" 19 6'-1" 32 5'-1" 18 5'-0" 29 12'-9" 24 13'-6" 38 x 3 5'-10" 21 C 6'-1" 31 G T-4" 22 E T-7" 33 6'-8" 21 E 6'-10" 32 G 5'-1" 20 C 4'-10" 29 G 12'-9" 27 E 13'-2" 38 K 11 U. NP 12� 5'-8"5,-8" 121 C 6'-0"5'-9" 32 32 G 7�-0"7,-0" 223 E 7'-6"7�-3" 333 F-I 6'-5"6'-5" 222 E 6'-9"6'-7" 3 33 H 4'-8"4'-8" 120 C 4'-94'-9" 330 G 12'-2",-2" 227 E 1�73 K 12' a o d OF`��-��� of o " -AO sp wz �• �� ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID aF MAX.COL. r�❑_ MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG MIN. j o = -�- SPACING m SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING AN (INS POST SPACING (INS POST SPACING (IN) POST SPACING (IN.) POST SPACING (IN') TYPE ON SLAB* (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE SPAN TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE IL F- `' ••° •. Tp z NP 5' 8'-3" " 17 B 8'-0" 27 10'-9" 18 C 10'-6" 29 G 9'-9" 18 B 10'-3" 29 6'-7" 15 B 6'-4" 26 G 18'-7" 22 E 17'-1 33 H 5, A e 8-3 19 7'-9" 27 G 10'-9" 21 10'-1" 29 9'-7" 20 9'-10" 29 G 6'-7" 18 6'-2" 25 18'-7" 25 17'-3" 33 I (j;t 8 I NP 6' co 0 7'-9" 17 7'-7" 28 10'-2" 19 9'-10" 30 8'-11" 18 9'-6" rl 6'-2" 16 6'-0" 26 17'-6" 23 16'-1 35 I w o o z r O 7'-9" 20 B 7'-3" 28 G 10'-2" 22 C 9'-6" 30 G 8'-10" 21 C 9'-0" G 6'-2" 18 B 5'-9" 26 G 17'-6" 26 E 16'-3" 34 H s' 8 m ° CAM .� -n, N ' NP 7� 7'-6" 18 B T-2" 29 9'-1" 20 9'4" 31 8'-3" 19 8'-9" 5'-10" 17 5'-8" 27 16'-7" 23 16'-1" 36 W W tt1 ° r o T-6" 20 C 7'-0" 29 G 9'-1" 22 C 9'-1" 31 G 8'-2" 21 C 8'-4" G 5'-10" 19 B 5'-6" 27 G 16'-7" 26 E 15'-6" 35 7 a LL m / e 1 7'-1" 18 6'-10" 29 8'-7" 20 co 9'-0" 32 7'-10" 19 8'-3" 5'-8" 17 5'-6" 28 15' 0" 23 15'-4" 36 0 '• ° C " E " G CB G E K s Cs < •�(� NP 8 7'-1" 21 6'-8" 29 G 8'-7 22 8'-8 31 7'-8" 22 7'-10" G 5'-8" 20 5'-3" 27 15'-0" 27 14'-10 36 ••••••'' --� 1 6'-9" " 19 6'-7" 30 8'-1" 20 8'-7" 32 G T-4" 19 7'-9" 31 5'-6" 18 5'-3" 28 14'-1" 24 14'-9" 37 1 r J NP 9 6-5 21 C 6'-4" 30 G 8'-1" 23 E 8'-2" 32 H T-3" 22 C T 4" 31 G 5'-6" 20 B 5'-1" 28 G 14'-1" 27 E 14'-2" 37 K 9 e �$ NP 10' 6'-1" 19 6'4" 31 7'-8" 20 8'-2" 33 6'-11" 20 7'4" 32 5'-3" 18 B 5'-1" 29 13'-4" 24 14'-1" 38 E N � O 6'-0" 21 6'-2" 30 7'-8" 23 E 7'-9" 32 H 6'-10" 22 E 7'-1" 32 G 5'-3" 21 C 5'-0" 29 G 13'4" 28 E 13'-6" 38 K 10 m W e M NP 11' 5'-10" 19 6'-2" 31 7'4" 21 7'-9" 33 6'-8" 20 6'-1" 32 5'-1" 18 5'-0" 29 12'-9" 25 13'-6" 38 L 5'-9" 22 C 5'-10" 31 G 7'-4" 24 E T-4" 33 H 6'-7" 23 E 6'-8" 32 G 5'-1" 21 C 4'-9" 29 G 12'-9" 28 E 12'-9" 38 K 11 o " . NP 112, 5'-8" " 19 C�Ef-8 � 32 T-0" 21 T-6" 33 6'-5" 20 6'-9" 33 4'-8" 18 4'-9" 30 12'-2" 25 12'-1 " 39 "'z w 4i '`• •<;��,� 5'-6 22 31 G 6'-11 24 33 H 6'-3" 23 E 6'-6" 33 H 4'-8" 21 C 4'-8" 30 G 12'-2" 29 E 12'-3" 38 K 12' W •. ©. 1741 2202 O'^ �Oui W CL<LL TIaQ iS ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } >2 w o CAIJII'BE�� .' -t- MAX.COL. �_� MAX.POST FiG. MIN. MAX.POST FiG MIN. MAX.POST FTGSPACING POST SPACING MIN. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG• MIN. MAX.POST FTG MIN. j p O a ON SSPACLAB* (PAN) (IN') TYPE (SPAN)POST (IN') TYPE (SPAN) (IN') TYPE (SPAN)T SPACING (IN.)- TYPE SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST m IJ_ (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE a p Cm a NP 5' 8'-3"8'-3" 12p B 7'-107'-7" 2 28 G 10'-9 0'-9" 122 C 10' 9'-10" 229 G 9'-9"9'-5" 121 B 10'-2 9'-7" 2 30 G 6'-7"6'-7" 169 B 6'-3 6'-1" 226 G 18'-18�-6" 226 E 17'-9 7'-0" 333 H 1 5� M NP g, 7'-9" 18 7'-6" 28 10'-2" 20 9'-9" 30 8'-11" 19 9'4" 30 6'-2" 17 6'-0" 26 17'-6" 24 16'-8" 34 W 7'-9" 21 B 7'-2" 28 G 9'-6" 22 C 9'-4" 30 G 8'-8" 22 C 8'-9" 29 G 6'-2" 19 B 5'-8" 26 G 16'-7" 27 E 16'-0" 34 H 6 wow.. N Z m r 7'6" 19 B 7'-1" 29 9'-1" 20 9'-3" 31 8'-3" 20 30" 32 30 5'-10" 18 5'-8" 27 16'-7" 25 15'-1 " 35 m m Z o NP 7 7'-4" ZZ C 6'-9" 28 G 8'-10" 23 C 8'-10" 31 G 8'-0" 22 C30 G 5'-10" 20 B 5'-6" 27 G 15'-4" 27 E 15'-3" 35 7 z 'w w 1 �w�� NP 8' 7'-1" 20 6'-9" 29 8'-7" 21 8'-10" 32 T-10" 20 31 5'-8" 18 5'-6" 28 15'-0" 25 15'-2" 36 a 6'-T 22 C 6'-7" 29 G 8'-3" 23 E 8'-4" 31 G 7'-6" 23 C30 G 5'-8" 21 B 5'-2" 28 G 14'-a" 28 E 14'-7" 36 K 8 0 o m m NP 9' 6'-9" 20 6'-7" " 30 8'-1" 21 E 8'-6" " 32 7'-4" 21 31 5'-6" 19 B 5'-3" " 28 G 14'-1"�- 25 E 14'-8" " 37 K 9' J 6-2 22 C 6 3 30 G 7 10" 24 8'-0 32 H 7 0 23 E31 G 5'-6" 21 5 0 29 13 7 29 13 9 37 co ONP 10' 6'-1 5'-11' 223 C 6'-4" 6'-0" 3 3p G 7'-8"7,-5" 224 E 8'-1"7=7" 332 H 6'-116�-9" 224 E 31 G 5'-3"5,-3" 121 B 5'-1 4'-10" 230 G 13' 13'-0" 229 E 14'-0"3,-1" 338 K 10' M NP 11' 5'-10", 20 6°-1" 31 7'-4" 22 7'-8" 33 6'-8" 21 2 5'-1" 19 5'-0" 29 12'-9" 26 13'-3" 38 a5-8 23 C 9" 3G 7'-0" 25 E T-2" 33 H 6'-5" 24 E - 32 H 5'-1" 22 C 4'-8" 31 G 12'-3" 30 E 12'-6" 38 K 11 W x 5'-8" 21 C V-10" 32 7'-0" 22 7'-4" 33 6'-5" 22 6'-8" 33 4'-8" 19 4'-9" 30 12'-2" 27 12'-9" 39 "' NP 12' S'-5" 23 E 5'-6" 31 G 6'-9" 25 E 6'-10" 33 H 5'-10" 24 E 6'-3" 32 H 4'-8" 22 C 4'-7" 31 G 11'-9" 30 E 12'-0" 38 K 12' lsers\de111Documents\DURtALUM\IAPMO 0195\2-28-14\2-28-14 C 1.dw9,3/16/20141:51:10 AM,11 x 17 L L x L L VYV 55ZT L IF 10319 L!6 OMP't O 4 L BZ Z\4 L 9Z Z1S6 LO OWdvmnivunm'luawn:+vu u.-r--- L-b - Z L ,£ „L5 9-,L bZ Z-.9 - L L9 «L-,9L-L L 017 b Z$ N9-bL Z dNZ H t 9 z 59 -,9 bOEE9 Z Z,b £-,5 Z 0-54E Oq /6 6 L Z£ Yb-,b 0-,9 q L ,0 L-,9 ZZOZ Y£-,b Y9-Ib „9-,5„9-,5 £�£ N6-,L E-.8 b�Z Y6-.9 YO-,L 0 bb „L-,9 £-,L L £9Z Y L-,L LL-,8 L 6£0b Y L-ISS-.5 L Z8z YO-S L 9-5 L ,6 6 dN C o /06 LSE Y6-.bb-,5 „5-.9Z-.L ZOOZ ..L-,b4. . 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B&C 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042"BEAM L DBL. 3"x8"x0.042"BEAM �1 W/14 GA. STL. INSERT W/ 12 GA. STL. INSERT W/DBL. 14 GA.STL. INSERT �r,� W/DBL. 12 GA. STL. INSERT Z ALUM.ALLOY 3004-H3 OR EQUAL IV� ASTM GRADE 50 ASTM GRADE 50 ALUM.ALLOY 300MH3 OR EQUAL r ALUM.ALLOY 3004-H3 OR EQUAL W z U Z o . � ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID Z J MAx.COL. o MAXPOST FTG. MIN. MAXPOST FTG- TG MIN. MAXPOST FTGPOSTI SPACING . MIN. MAX.POST FTG MIN. MAX.POST FTGPOST SPACING POST SPACING . MIN. MAX.POST FTG. MIN. MAX.POST FTGPOST SPACING POST SPACING . MIN. MAX.POST FTGPOST SPACING . MIN. MAX.POST FTG MIN. MAxROST FTG POST SPACING . MIN. jp F �� fP ON SLAB POST qr F SPACING !2 SPACING SPCAN) (IN) TYPE (SP POST AN) (IN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE POST SPACING (IN.) TYPE (SPAN) (IN.) TYPE 0,Q CL CL . 13'-3" 19 14'-10" 32 13'-6" 19 14'-3" 32 15'-7" 20 15'-7" 32 19'-0" 21 20'-1" 34 I 21'-1 22 21'-1 35 &''o NP 5 . " C G . " C (; . " E G " E E I 5' ¢ a G 13-3 21 14'-7" 32 13-6 21 13-10 31 15-2 22 15-2" 32 19-0 23 19-7" 34 H 21'-10 24 21'-4" 35 o ° 1/ o NP 6' 11'-6" " 19 E 13'-7" 33 12'-6" " 19 13'-0" 32 14'-3" 20 14'-3" 33 17'-3" 21 18'-3" 35 20'-0" 23 20'-0" 36 w o a r 11-6 21 13'-3" 32 G 12 6 21 E 12'-8" 32 G 13'-10 22 E 13'-10" 33 H 17'-3" 24 E IT-10" 35 I 20'-0" 25 E 19'-7" 36 K 6 a W D ( P NP 7. 10'-8" '_8" 122 E 12'-8 2'-4" 33 H 11'-9"I-9" 222 E 12'-11'-9" 3 33 13'-?2,-10 223 E 13'-;2.-10" 3 34 H 16'-116'-1" 225 E 17'-0'6'-7" 336 K J 18' 18'-7" 226 E 18'-1 8.-1" 337 K 7' <a z Lu NP 8' 9'-5"9.-5" 122 E 11'-��-7" 334 H 11'- 1-1" 223 E 11'-1"1' 1" 3 33 H 12'-4 2�-1" 223 E 12'4'2,-1" 334 H 15'-0 5'0" 225 E 15'-15,-6" 336 K 17'1'7��" 227 E 17' 17'-0" 337 K 8' �a NP 9' 8' 10" 20 11'-2" 35 I 10'-6" 21 10'-8" 34 11'-8" 21 11'-8" 35 14'-2" 23 15'-0" 37 16'-4" 24 16'-4" 38 o 8'-10" 22 E 10'-10' 34 H 10'-6" 23 E 10'-6" 34 H 11'-4" 24 E 11'-4" 35 I 14'-2" 26 E 14'-8" 37 K 16'-4"-:-27 , E 16'-0" 38 K 9 O ' 8'-4" 20 10'-7" 35 10'-0" 21 10'-2" 35 I 11'-1" 22 11'-1" 35 1 13'-6" 23 14'-3" 38 15'-7" 25 15'-7" 39 � `}'� NP 10' 8'4" 22 E 10'-3" 35 I 10'-0" 23 E 9'-10" 34 H 10'-9" 24 E 10'-9" 35 I 13'-6" 26 E 13'-10" 38 K 15'-7" 28 E 15'-2" 39 K 10' M NP 11' 7'-1CD 0"-10" 223 E 9' 10" 335 I 9'-79'-7" 224 E 9.-8" 335 I 10'-710,-3" 225 E 10'-710,-3" 336 K 12'-12.-10 227 E 13'-13,-3" 338 K 14 94''10" 227 E 14'-14'-6" 339 K 11' E NP 12, T-2" 20 9'-1" 35 9'-2" 22 9'-3" 35 10'-2" 22 10'-2" 36 12'-3" 24 13'-0" 39 14'-3" 25 14'-3" 40 T-2" 23 E 8'-8" 35 I 9'-2" 24 E 9'-1" 35 I 9'-10" 25 E 9'-10" 36 K 12'-3" 27 E 12'-8" 39 K 14'-3" 28 E lT-10" 39 K 12 Of C� � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID > N ¢ x � MAX.COL. 'S o MAX POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FIG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG. TG MIN, j p = Y �-i •����,T n ON SSPALAB*INGS((SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN) PE j POST SPACING POST SPACING POST SPACING POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN,) POST �n Ll. (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE It ''• ''•• '4 g19 14'-1 32 13'-6" 19 14'-3" 32 15'-7" 20 15'-7" 32 19'-0" 22 E 20'-1" 34 i 21'-1 23 E 21'-1 355, , .�r -`••i `C:e {SI .••�aaa�aNP 5 22 14'-2" 31 G 13'-4" 21 C 13'-7" 31 G 15'4" 23 E 14'-9" 32 G 19'-9" 25 19'-1" 34 H 21'-8" 26 20'-10" 35IO I • -1�/ 20 13'-7" 33 12'$" 19 13'-0" 32 14'-3" 21 14'-3" 33 17'-3" 22 18'-3" 35 20'-0" 24 2p'-p" 36 K Woo z BEd; a L� N NP 6 22 E 13'-0" 32 G 12'-2" 21 E 12'-4" 32 13'-4" 23 E 13'-T' 33 H 17'-1" 26 E 17'-4" 35 I 19'-9" 27 E 19'-1" 36 J 6' WW EXp: NP 7, 120 E 12'-8" 33 11'-9" 20 12'-1" 33 1T-2" 22 13'-2" 34 16'-1" 23 17'-0" 36 K 18'-7" 24 18'-T' 37 W,a„O°'. CI L :°( 10-6 23 12'-0" 33 H 11'4" 22 E 11'-6" 33 H 12'-4" 24 E 12'-7" 34 H 15'-10" 26 E 16'-2" 36 1 18'-4" 28 E 1 T-8" 36 K 7 W a W ��'•°° .•.•° '� �• NP $' 9'-5'9.-3" 223 E 11'-�0•-3" 34 H 11, 10'-7" 223 E 11'-10'-9" 333 H 12' 42'-2" 225 E 12 1,1'-9" 334 H 15'-14'-10' 227 E 0. 15'-15.-1" 336 K 17'4"7'-2" 228 E 17'46,-7" 337 K 8, ....• , 8'-10" 21 11'-2" 35 1 10'-6" 21 10'-8" 34 11'-8" 22 11'-8" 35 I 14'-2" 24 15'-0" 37 16'4" 25 16'-4" 38 NP 9 8'-9" 23 E 10'-8" 34 H 10'-0" 23 E 10'-2" 34 H 11'-0" 25 E 11'-1" 35 H 14'-0" 27 E 14'-3" 37 K 16'-2" 29 E 15'-7" 38 K 9 e NP 10' 8'-4" " 21 E 10'-7" " 35 i 10'-0" " 21 E 10'-2" 35 I 11'-1" 223:7, 11'-1" 35 13'-6" 24 14'-3" 38 15'-7" 26 15'-7" 39 " E 8 3 24 9 9 34 H 9 6 23 9 8 34 H 10'4" 26 E 10'-7" 35 I 13'-4" 28 E 13'-7" 38 K 15'4" 29 E 14'-9" 38 K 10 } NP 11'- 7'-10" 21 E 9'-10" 35 I 9'-7" 21 E 9'-8" 35 I 10'-7" 23 E 10'-7" 36 K 12'-10" 25 E 13'-7" 38 K 14'-1 26 E 14'-1 39 T-8" 24 9'-0" 34 H 9'-0" 24 9'-3" 35 9'-10" 26 10'-1" 36 I 12'-9" 28 13'-0" 38 14'-$" 30 14=2" 39 0" 7'-2" 21 9'-1" �35 I g'-2^ 22 9'-3" 35 10'-2" 23 10'-2" 36 12'-3" 25 P�� 39 14'-3" 26 14'-3" 40 `n Z " ' E I E K EK E K 12' ¢Z�� y . � NP 12' T-0" 24 E 8'-2" 34 H 8'-8" 24 8-10" 35 9'-6" 26 9'-8" 36 12-2" 29 39 13-4" 30 13'-7" 39 v; 17° 2202 W��! TI•-a0.AS } 0 C t4• ¢ = ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID p Z U�adt ��(; MAX.COL. D 9 MAX.POST FTG MIN. MAX.POST FfGPACING . MINPOS. MAX.POST FTG MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POSTP35 FTG. MIN. j F- OF�+"�� OSPA N SLCING OfAB SSPAN)PACING (IN.) TYPE (SPAN)POST S (IN') TYPE (SPAN) (IN') TYPE (SPOST PINGAN)pl) (IN.) NPE SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING POST m F io ^ (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE a o m LL , 13'-3" 21 14'-8" 32 13'-6" 21 C 14'-1" 32 15'-7" 22 15'-4" 32 19'-0" 23 19'-9" 34 H 21'-1 " 24 21'-7" I ,NP 5 12'-1" 23 C 13'-9" 33 G 13'-1" 23 E 13'-2" 31 C 14'-3" 24 E 14'-4" 33 H 18'4" 26 E 18'-7" 35 I 21'-2" 27 E 20'-3" K 5 `O NP 6' 11'-6" 21 E 13'-6" 33 �. 12'-6" 21 E 12'-10" " 32 H 14'-3" 22 E 14'-1" 33 H 17'-3" 24 E 18'-1" 35 I 20'-0" 25 E 19'-9" 36 K 6 n 11-1" 23 12-7" 32 11-10 24 12'-1 32 13'-1" 25 13'-2" 32 16'-8" 27 17'-0" 35 19'-3" 28 18'-6" 35 1 w z} NP 7, 10'-8" 21 12'-6" 33 11'-9" 22 11'-10" 33 13'-2" 23 13'-0" 34 16'-1" 24 16'-9" 36 K 18'-7" 26 18'-3" 37 ' °^°m 10'-3" 24 E 11'-8" 33 H 11'-1" 25 E 11'-2" 33 H 12'-1" 25 E 12'-2" 33 H 15'-6" 28 E 15'-8" 35 I 17'-10" 29 E 17'-2" 36 K 7' z J wo NP 8' 9'-5" " 21 ill 8" 34 11'-1" 22 11'-2" 34 12'-4" 23 12'-2" 34 H 15'-0" 25 E 15'-8" 37 K 17'-4" " 26 E 17'-2" 37 K $, o if 9-0 24 E 11'-0" 33 H 10'-4" 25 E 10'-6" 33 H 11'4" 26 E 11'-6' 34 14'-7" 28 14'-8" 36 16'-9 30 16'-1' 37 —� , 8' 10" 22 11'-0" 34 10'-6" 23 10'-7" 34 11'-8' 23 11'-6" 35 I 14'-2" 25 14'-9" 37 16'-4" 27 16'-2" 38 _! NP 9 8'-6" 25 E 10'-3" 34 H 9'-8" 26 E 9'-10" 34 H 10'-8" 26 E 10'-9" 34 H 13'-8" 29 E 13'-10" 37 K 15'-0" 30 E 15'-2" 37 K 9 co H 2E 33 13 2 14'- 3 15'-71 2 15'-4 3 'NP 10' 8'-4" 2 10'6 33 2 38 K 108,-0" 25 E 9�-3" 4I 093" 26E9'-4" 34 10-1" 27 5 29 E 1" 38 K ECD0 - 4 "4 M NP 11' 7'-10 to 0", " 22 9'-7" 35 I 9'-7" 24 9'-7" 35 1 10'-7" 24 10'-6" 36 J 12'-10" 26 13'-4" 38 14'-1 " 27 14'-8' 39 a 1- 7-3 25 E 8'-9" 34 H 8'-10" 27 E 9'-O" 35 H 9'-7" 27 E 9'-9" 35 I 12'-4" 30 E 12'-7" 38 K 13'-17" 31 E 13'-9" 38 K 11 NP 12' 22 E 8'-9" 35 I 9'-2" 24 E 9'-2" 35 I 10'-2" 25 10'-0" 36 K 12'-3" 24 12'-1 39 28 14'-1" 40 "' 7'-1" 25 7'-9" 34 H 8'-6" 27 8'-7" 35 9'-3" 28 E 9'-4" 36 I 11'-10 30 E 12'-1" 38 ��]W-3" 13'-1" 31 E 13'-2" 39 K 12 Users\deIRDOCuments\DURALUM\IAPMO 0195\2- - L L x L L'WV WLS L 4 LOZJ9 L/6'('mP'L 0 4 L-w-Z\4 L-9Z-Z\46 Lo OWdVI\v4n iviina\suewnouuw=r%w .z L i E »E-,b s b og L »L-,b»L-.b N E�£ "s-.5"L-.9 £0Z »b-.5 5-,5 H i 5 5E «b-.9"s-,9 b z »z-.s»E-.9 N zzE »L-,5»E-,S 3 E 0z »£-.5£ 5 N ££E «z-.5 b-,5 £0Z »0-,5 L .5 .z L dN m L£ »b-,b OZ »5-,b N ££ »0-.9 EZ »L-.5 N bE »8-.9 bZ »L-,9 ZE »E-.5 3 zZ »9-,5 H Z£ "b-.5 3 zZ »E-,5 dN .� »5-,b EE »8-,9 oZ »L-,S b£ A-,L LZ »L-,9 Z£ "L-.5 OZ "9-,S J ZE »L-,5 OZ »E-.5 ° O o L-.b 6 »9-b b0-,L bi3O Z L-S 68-.5 8 Z L-.5 «5-.5-n ,0 - N dNOZ E , 6S b 9£ .6 66Z »6�OL-,b 6�L »0-,5»0-,S N ZE »L-.9»0-.L Z6L »L-.9,Z-,9 N £££ »£-.L»8-,L £�X-1 L 6E »6-,5»L-,9 L6L »0-,90-.9 L�£ «OL-.5Z-,9 Z6L »6-.50L-.9 '6 dN r v,o o �g CJ 6Z «OL-,b 8 6L »Z-,5 L£ »0-,L ZZ »OL-,9 I ££ »6-,L £Z „L-,L L£ "Z-,9 LZ »E-,9 LE »£-.9 LZ »L-,9 .8 dN ° y m I 6Z »L-,S LL «Z-.S ZE »b,L 61 «LL-,9 EE «L-,8 OZ »L-,L LE »b,9 6L »£-.9 L£ »9-,9 6L »L-,9 m°z�< .L 8gZ »Z-,SE-S 8 89L ..b-,5»b.5 LSE »9-,LOL-,L 0 Z6L »b-,LS,L zzE .,E-,8 ZZOZ »Z-,8»Z-,8 OEOE »9-,9 LgL »8-,98-,s OEOE »8-,9 LgL "9-,9L-,9 .L dN mo mAm .9 LZ »b-.5 8L ,8-.S of "L-,8 LZ ,LL-,L L£ «OL-,8 ZZ »6-.8 6Z »6-.9 OZ "L-,L 6Z »Z-,L OZ »LL-,9 .9 dN Q o LZ »L-,S 9L »8-,5 LE »9-.8 8L »0-,8 L£ »L-,6 6L »6-,8 6Z »O-,L 8L »L-,L OE "9-.L 8L »0-.L .9 9zZ „8 »O L-,S 8 L9 L »O-.9»0-.9 6ZOE »6-,8»Z-,6 Og L «L-,8 8,8 0�£ „b-,6»8-,6 L 6 L .0V O L-,6 8gZ .,Z-,L»b-,L 9 6�L »L-.L L-,L 66Z "6-,L Z-.8 8 OL L »L-,L 8-,L .5 d N `� c D 3dA1 (NVdS) 3dAl (NVdS) 3dAl (NVdS) 3dAl (NVdS) 3dAl (NVdS) 3dAl (NVdS) 3dA1 (NVdS) 3dAl (NVdS) 3dA1 (NVdS) 3dJU. (NVdS) 9V IS NO T m 1SOd (NI) SNIOVdS 1SOd (NI) SNIOVdS 1SOd (NI) ONIOVdS 1SOd (NI) SNIOVdS 1SOd (NI) SNIOVdS 1SOd NI) ONIOVdS 1SOd (NI) SNIOVdS 1SOd o ONIOVdS 1SOd (NI) SNIOVdS 1SOd (NI) ONIOWS �m ONIOVdS Z N v O o 'NIW '013 1SOd'XVW 'NIW 'S13 1SOd'XVW 'NIW 'S13 1SOd'XVW 'NIW 'O13 1SOd'XVW 'NIW 'O13 1SOd'XVW 'NIW S13 LSOd*XVW 'NIW 'Sld LSOd'XVW 'NIW 'Sl3 LSOd-XVW 'NIW 'S13 1SOdWVY 'NI 'S13 1SOd'XVW a 100'XVW c O '• „m m 00 { 0/70S 9N/ONV1S332/w O/70S 03HOVLLV O/70S 9N/ONV1S332L_4 0/70S 03HOV11V 0/70S 9N/ONV1S332/3 O/708 03HOVJJV 0/70S ON/ONV119332/3 0/70S 03HOVJJV U/70S 9N/ONVLS33?l3 O/70S 03HovLLV ?%•••• „A o T13gdMD oDn V) `i3lom m ,zL cJ L`E »b-,b oz ,.L-,b N b£ «oL-,5 zz "0-,9 5E 9-,s.,8-,s E0Z .,E-,s N z£ „z-.5 Lz "E-.5 N zE ,.£-.5 zz "L-.5 ,zL dN d'; -SLY C9.ON "'z D »9-.b 8 L »L-,b -b£ - »L-,9 6 L S-,5 5E « «E-,9 Z£ »E-.5 6 L »£-,S ££ »b-.5 6 L »L-,5 T OE «9-,b .LL LE . OZL L 5-, u5.b £ Z-,9 . 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BEAM (IN') TYPE VO': 'C3 NP 5' 16'-1 " 20 E 16'-7" 35 19'4" 21 E 19'-0" 36 K 21'-3" 22 E 20'-1 37 9'-9" 17 11'-0" 30 7'-7" 7'-2" 15 9'-1" 8'-7" 30 EXP.0 111 16'-10" 22 16'-7" 35 19'-4" 24 19'-0" 36 21'-3" 24 20'-10" 37 K 9'-9" 19 C' 11'-0" 30 G 7'-7" T_z 17 B 9'-1" 8'-7" 31 G J o NP 6' 15'-1 21 E 15'-7" 36 K 18'-3" 22 E 17'-1 37 K 20'-1" 23 19'-8" 38 8'-11" 17 10'-1" 31 7'-0" 6'-0" 16 8'-4" 7'-2" 31 w w Q 15'-10" 23 15'-7" 36 18'-3" 25 17'-10" 37 20'-1' 25 E 19'-8" 38 K 8'-11" 19 E 10'-1" 31 G 7'-0" 6'-0" 18 B 8'4" T-2" 32 G a w D NP 7'qv00000t14�4,_2" 224 E 14'-14'-9" 3 37 K 17'1"7��" 225 E 17'-0" 38 K 19'-1" 23 E 18'-8" 39 K T-10" 17 9'-4" 32 6'-2" " 5'-6" 16 7'-9" 6'-2" 31 Z 17 0 38 19'-1" 26 18'-8" 39 7'-10" 20 E 9'4" 32 G 6-2 5'-6" 18 C 7-9" 6'-2" 32 G < z 1 NP 8' 13'-4" 22 14'-1" 38 16'-7" 23 16'-3" 39 18'-3" 24 17'-10" 40 7'-4" 18 8'-9" 33 5'-9" 4'-10" 16 7'-3" 5'-6" 32 i3'4" 24 E 14'-0" 38 K 16'-7" 26 E 16'-3" 39 K 18'-3" 27 E 7'_10" 40 K 7'4" 20 E 8'-9" 33 H 5'-9" 4'-10" 18 C 7'-3" 5'-6" 33 G w J NP 9' 12'7" 22 13'-3" 38 15'-1" 23 15'-8" 40 17'-7" 25 17'-3" 41 6'-11" 18 8'-3" 33 5'-4" 4'-4" 17 6'-9" 4'-10" 32 0 N�F� 12'-7" 25 E 13'-2" 38 K 15'-1" 26 E 15'-8" 40 K 17W" 28 E 17'-3" 41 K 6'-11" 20 E 8'-3" 33 H 5'-4" 4'-4" 19 C 6'-9" 4'-10" 33 G NP 10' 11'-10" 22 12'-7" 39 14'-7" 24 15'-1" 41 17'-0" 25 16'-8" 42 6'-3" 18 7'-10" 34 4'-11" 4'-0" 17 6'-2" 4'-6" 32 11'-10" 25 E i2'-7" 39 K 14'-7" 27 E 15'-1" 41 K 17°-0" 28 F 16'-8" 42 K 6'-3" 20 E 7'-10" 34 H 4'-11" 4'-0" 19 C 6'-2" 4'-6" 33 G $ NP 11' 11'-4" 23 12'-0" 39 13'-1 " 24 14'-7" 42 15'-7" 25 16'-2" 43 5'-11" 18 7'6" 34 4'-8" 3'-10" 17 5'-7" 4'-1" 32 = 11'-4" 26 E 12'-0" 39 K 13'-10" 27 E 14'-7" 42 K 15'-7" 28 F 16'-2" 43 K 5'-11" 21 E 7'-6" 34 H 4'-8" 3'-10" 19 C 5'-7" 4'-1" 34 G c � NP 12' 10�10'-10" 226 E 11'-6`1'-6" 4 40 K 13' 13'-4" 228 E 14'-0'4'-0" 442 K 16'-116'-1" 229 F 15'-8 5-8 443 K 5'-8"5,-8" 121 E 7`-2"7�-2" 3 35 4'-4"4,-4" 3�-7"3�-7" 119 C 5'-2"5�-2" 3�-9"3 g" 334 G a N O � OF v t c � o „ J� W z ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID N¢_ MAX.COL. a MAX.POST I MIN. MAX-POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. AX.POSSPACING SPAC NGT FTG. MIN. AX.PSPAC S SPACING FTG. MIN. _ FTG. FTG. FTG. FTG. FTG. FTG FTG. FTG. '*k SPACING SPACING POST SPACING POST SPACING POST SPACING POST SPACING POST SPACINGPOST SPACING POST SPACING POST POST POST ON SLAB t F (SPAN) (IN.) TYPE SPAN (IN') TYPE (IN.) (IN.) IN.) (IN.). WE ON��� � SPAN (SPAN) (SPAN) TYPE (SPAN) TYPE (SPAN) ( TYPE (SPAN) TYPE (SPAN) (IN.) TYPE (SPAN) (IN.) .,.�,PE FOR DBL. FOR 3"x8' (IN.) �,PE FOR DBL. FOR 3"x8" (IN.) TYPE 2"x6.5"x0.032" BEAM 2"x6.5"x0.032' BEAM �p°m°® s @ a NP 5' 16'-1 21 E 16'-7" 35 19'-4" 22 E 19'-0" 36 K 21'-3" 23 E 20'-1 37 K 9'-9" 17 11'-0" 30 T-7" T-2" 16 9'-1" 8'-7" 30 . � .tr'-: I,` `Y; 16'-10" 24 16'-3" 35 19'-4" 25 18'-8" 36 21'-3" 26 20'-7" 37 9'-9" 20 C 10'-9" 30 G T7" T-2" 18 B 8'-10" 8'-2" 31 G 15'-10" 22 15'-7" 36 18'-3" 23 17'-1 37 20'-1" 24 19'-8" 38 8'-11" 18 10'-1" 31 7'-0" 6'-0" 17 8'4" 7'-2" 31 o o co a ': L' , NP 6' E 15'-10" 25 15'4" 36 K 18'-3" 26 E 17'-7" 37 K 20'-1' 27� o z E 19'-4" 38 K 8'-11" 21 E 9'-9" 31 G T-0" 6'-0" 19 B 8'-2" 6'-10" 32 G $ in ; 'Xi'J NP T 14'-2" 22 E 14'-1 37 K 1T 4" 24 E 1T-0" 38 K 19'-1" 24 E 18'8" 39 K T-10" 18 E 9'-4" 32 G 6'-2" 5'-6" 17 C T-9" 6'-2" 31 L G w w in '" 14'-2" 25 14'-7" 37 17'4" 27 16'-9" 38 19'-1" 28 v6 C'L't 18'-4" 39 T-10" 21 9'-1" 32 6'-2" 5'-6" 19 T-7" 6'-0" 32 "°,a / " 14'-1" 38 16'-7" 24 16'-3" 39 18'-3" 25 17'-1 " 40 T 4" 19 8'-9" 33 5'-9" 4'-10" 17 7'-3" 5'-6" 32 p` 6 NP 8' 13 3,-4" 226 E 13'-8" 38 K 16'-7" 28 E 16'-0" 39 K 18'-3" 29 E 1T-8" 40 K T 4" 21 E 8'-7" 33 H 5'-9" 4'-10" 20 C T-1" 5'-3" 33 G e NP 9' 12'7" 23 13-3" 38 15'-1" 24 15'-8" 40 17'-7" 26 17'-3" 41 6'-11" 19 8'-3" 33 5'4" 4'-4" 17 6'-9" 4'-10" 32 _..I 12'-7" 26 E 13'-0" 38 K 15'-1" 28 E 15'-4" 40 K 17'-7" 29 E 1T-0" 41 K 6'-11" 22 E 8'-1" 33 H 5'-4" 4'-4" 20 C 6'-6" 4'-8" 33 G 11'-10" 23 12'-7" 39 14'-7" 25 15'-2" 41 17'-0" 26 16'-8" 42 6'-3" 19 7'-10" 34 4'-11" 4'-0" 18 6'-2" 4'-6" 32 E O NP 10 10" 27 E 12'-3" 39 K 14'-7" 29 E 14'-1 41 K 17'-0" 30 F 16'-4" 42 K 6'-3" 22 E 7'-8" 34 H 4'-11" 4'-0" 20 C 5'-10" 4'-3" 33 G �> >-. "' �f' NP 11' 11'4" 24 E 12'-0" 39 K 13'-10" 25 14'-8" 42 15'-7" 2- 16'-2" 43 5'-11" 19 T-6" 34 4'-8" 3'-10" 18 5'-7" 4'-1" 32 ::.ate • 11'4" 27 11'-8" 39 13-10" 29 E 14'-3" 42 K 15'-7" 30 F 15'_10' 43 K 5'-11" 22 E T-4" 34 H 4'-8" 3'-10" 20 C 5'-4" 3'-10" 34 G LL 00 •O� NP 12' 10'-10'-10" 228 E 11'-6"1.-3" 440 K 13'4 3,� 230 E 14'-113'-S" 442 K 16'-116�-1" 231 F 15'-8 5-6 443 K 5'-8"5'-8" 222 E 7'-2"6'-10' 3 35 4'-4"4��" 3'-7"3'-7" 120 Ci 5r-2"4'-9" 3�-9"3 7" 334 G �LU L) SON " TF 3oi`JI� N '•• C;�mip ` ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLD FREESTANDING SOLID[21'-3- TTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTAND/NG SOLID ATTACHED SOLD FREESTAND/NG SOLID >o'w O�z,� _ MAX.POST (yliN• MAX.POST MIN. MAX.POST pplN, .POST MIN. MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST U J�c4 � MAX.COL. o MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MIN, MIN. O ¢v y•,, SPACING MR: SPACING FTGSPAI ING POST SPACING POST SPACING POST SPACING POST C'NG FTG FTG FTG FTG FTG FTG FTG SPACING SPACING FTG• SPACING SPACING FTG. ON SLAB F (SPAN) (IN') TYPE (SPAN) {IN') TYPE (SPAN) (IN') TYPE (SPAN) {IN.) TYPEPA) (IN') TYPE (SPAN) (IN') TYPE (SP POST CAN) (IN.) TYPE (PAN) (IN.)POST SPACING PT10' FOR PE 2"x6.5"DBL." FOR 3" 8" (IN.) TYPE 2 kFOR DBL.s.5'0 032' FBEAM 8" (IN.) TPOST YPE a¢ 16'-1 " 22 E 16'-7" 35 19'-4" 23 E 19'-0" 36 K 24 E 20'-10" 37 K 9'-9" 19 11'-0" 31 7'-7" 7'-2" 17 9'-1" 8"7' 30 w NP 5 16'-10" 25 16-1" 35 19'-4" 27 18-4" 36 21'-3" 27 20'-3" 37 9-8" 21 C 10'-6" 31 G 7'-6" 7'-0" 19 B 8'-8" 7'-10" 29 G7 W M NP 6, 15'-1 ° 23 15'-7" 36 K 18'-3" 24 17'-1 37 20'-1" 25 19'-8" 38 8'-11" 19 E 10'-1" 32 7'-0" 6'-0" 18 B 8'-4" 7'-2" 31 W 15-10' 26 E 15'-2" 36 J 18'-3" 28 E 17'4" 37 K 20'-1' 28 E 19'-1" 38 K 8'4" 21 C 9'-7" 32 G 6'-11' 5'-11 20 C 8'-0" 6'-7" 30 C.7 W o w ",z> r' - � E 14'-1 37 K 17'-4" 25 E 415'-8" 40 K 19'-1" 26 18'-8" 39 7'-10" 19 9'-4" 33 6'-2" 5'-6" 18 7'-9" 6'-2" 31 ^ m N°z o NP 7 14-2" 27 14-3" 37 17'-4" 29 19'-1" 29 E K E H C " za..W 18'-2" 39 7'-8" 22 8'-10" 32 6-1" 5'-5" 20 7'-4 5'-S" 31 l7 Cd w ' NP 8' 13'4" 24 14'-1" 38 16'-7" 26 18'-3" 27 17'-10" 40 7'-4" 20 8'-9" 33 5'-9" 4'-10" 18 7'-3" 5'-6" 32 a 13'-4" 27 E 13'4" 38 K 16'-7" 29 E K 18'-3" 30 E 17'4" 40 K 7'-3" 22 E 8'4" 33 H 5'-8" 4'-9" 21 C 6'-8" 5'-0" 31 C7 N NP 9' !32'7" 24 13'-3" 38 15'-1" 26 17'-7" 27 17'-3" 41 6'-11" 20 8'-3" 34 5'-4" 4'-4" 19 6'-9" 4'-10" 32n2'7" 28 E 12'-8" 38 K 15'-1" 30 E K 1T-7" 31 E 16'-8" 41 K 6'-6" 22 E T-10" 33 H 5'-3" 4'-3" 21 C 6'-2" 4'-6" 31 G co O NP 10' 11'-1 �" " 25 E 12'-7" 39 14'-7" " 27 E 15'-2" 41 K 17'-0" 28 16'-8" 42 6'-3" 20 7'-10" 34 4'-11" 4'-0" 19 6'-2" 4'-6" 32 ,� o 11-10 28 12-0 39 K 14-7 30 14 8 41 17'-0' 31 F 16'-2" 42 K 6'-2" 23 E T-6" 34 H 4'-9" 3'-11" 21 C 5'-7" 4'-1" "Si G NP 0 co 11' 11'-4" 25 12'-0" 39 13'-1 " 27 14'-8" 42 15'-7" 28 16'-2" 43 5'-11" 20 7'-6" 35 1 4'-8" T-10" 19 5'-7" 4'-1" 32 a 1- 11'-4" 29 E 11'-6" 39 K 13'-10" 31 E 14'-0" 42 K 15'-7" 32 F K ` w 15'-8" 43 5'-10" 23 E 7'-2" 34 H 4'-7" 3'-9" 21 C 5'-1" 3'-8" 31 G NP 12, 10'�" 2E 11'-6" 40 K 13'-4" 27 E 14'-1" 42 K 16'-1" 29 F 15'-8" 43 K 5'-8" 21 E 7'-2" 35 i 4'-4" 3-7" 19 5'-2" 3'-9" 32 11'-0" 40 13'-4" 31 13'-4" 42 16'-1" 33 15'-2" 43 5'-7" 24 6'-7" 34 H 4'-3" 3'-6" 21 C 4'-8" 3'-4" 31 C7 ,Users\deIRDocuments\DURALUM\IAPMO 0195\2-28-14\2-28-14 C 1.dwg,3116P20141:59:22 AM,11 x 17 L4XLl'WVZL:40:Z410Z/9L/E:TWJ.041 BZZ1418ZZ1S6LOOWdtlixW0lvll04\Au'W. __ ,Z 6 L 6b .,4-.Z O-,Z 4 O9Z 04-.40-.Z L O 9b ,4-.L L-,4 L 69Z ,O L-.0-.L L N LSE .E-.6 .4-,6 LtiZ .9-,8.L-.8 9�E 0 L-,L£-.9 9£Z •8-,L Z-.8 H I bse •L-.9•Z-.L E b LZ 6 6 5.0-.9 .Z 6 dN rn ' ( L 4b wL.Z L-.Z L 09Z ..b-.Z L-.Z 4 6�L-_�LLzL 60Z ..b-,4 49-.4 L L�£ "8-.8 9Z ,6-.8 f 9E ..£-,8 9Z •4-.8 L-' H b£ .Z-,L bZ ..S-.9 .9-.6 £z ..44-,8 �{ 9E •8-,8 EZ 8 I SE ,.OL-,L LZ ..L-,9 '�� dN C o ° .0 6 0 Ub Z-,£Z-.£4 O9Z .,8-.E Z-.£4 6 6£ ,4-,Z s-,Z 4 80Z ..O L-,LO-.Z L �I 9sE .9-.6.0 L-,6 9EZ ..E-,6,.b-.6 I f S9E ..8-.8.L-.6 szz ,9 •0 4-.8 H I b9C .,0 4-.LL-.s b L Z ..0-•L•Z-.L .0 6 dN `� .6 41. �I 6 6£ „04-.L-.b4 69Z •b-.b L-.bL s s£ .6-,Z b-,£4 80Z .9-.ZLs-,Z4 �I 9s£ .0-.O.b-.04 9£Z .s-.6u6-,6 I S�£ .,4-.6.a-.6 szZ A4-.8•b-,6 H I bsE „8-.8•L-.6 Eiz „b-.L„L-.L '6 dN r f- 6E s-b 4 6Z ..E-.9 L L£ .9-.£L LZ •£-,£L S£ .9-.O L SZ .£-.0 L H bE .L-.6 bZ .S-.6 H b£ .6-.6 EZ ,z-,8 .8 dN '8 s£ ..s-.s L sz •9-' 4 s£ .z-.b L bz .b.£L I s£ .0 4 L zZ ..b.o L I sE •L-.o 4 Lz •0 L-.s I sE .,L-,o 4 Lz rn.rr4 m z 8E ,6-.S 4 8Z ..£-.9 4 LE ..b-.b L LZ •L-.b 4 S£ ,Z-.L L Sz .0-,4 L b£ �£-.0 L bZ u V O L b£ .,I4 £Z ..6-.8 1 j z j 'L s£ ..9-,9 L 3 Sz •9-.9 L LE •L-.s L £z .,E-.b 4 ( S£ ..6 L L zz �z L L H bE 6-.o L Lz •9-.0 4 H bE •£ L L oz L L-.s 'L dN mAZ 9 L£ •o-.LL Lz .L-,L4 9£ .L-,9L 9z wz-.sL H bE .4-.z4 bz .o4-,LL H ££ „4-,44 £z .04-,04 H ££ •L-,4L Ez L- , 9 dN p � LE e6-.L 4 bZ „6-,L 4 9E ,.E-.9 4 £Z .b.S L b£ s-.Z L LZ „0-.Z L ££ L-.4 L OZ .Z-.4 4 bE .,Z-.Z 4 OZ u£-.0 L ' m .9 9 9E ..L-.89-.64 9£Z ,E-.6 9-,6L ( S9E ,0-,L 6-.LL S£Z .,8-,9L6-.LL H Es£ ..Z-.E4L-.EL bZOz ,8-.£Z-.£L + ZZE ..L-.Z 8-,zL £0Z „OL-.ILL 0.ZL H Z£E .8-,ZE-.EL Z6L ,0-.4 Z-.Li .5 dN T�7 `�m c D 3dAl (NVdS) 3dAl (NVdS) 3dAl (NI 3dAl (NVdS) 3d U (NVdS) 3dAl (NI 3. 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MIN. j F- F ^�^ ON SSPACLAB* (SPAN)ING m.!� SPACING (IN) POST SPACING TYPE (SPAN) (IN) POST SPACING TYPE (SPAN) (IN) POST SPACING TYPE (SPAN) (IN) TYPE (SPAN)POSTI SPACING (IN) POST TYPE (SPCING AN) (IN) POST SPACING TYPE (SPA ) (IN) POST SPACING TYPE (SPAN) (IN) POST TYPE (SPCING AN) (IN) POST SPACING TYPE (SPAN) (IN) POST it TYPE Q 6'-11" 15 T-4" 30 7'-1" 15 6'-10" 29 8'-8" 16 9'-0" 31 7'-10" 16 8'-3" 31 5'-7" 14 5'-6" 27 m �' NP 5 6'-11" 17 C T-4" 30 G 7'-1" 17 C 6'-10" 29 G 8'-8" 18 C 9'-0" 31 G 7'_10" 17 C 8'-3" 31 G 5'-7" 16 B 5'-6" 27 G 5 <z �~ �°Mlb NP 6' 6'-5" 15 �+ 6'-9" 30 6'-3" 15 /� 6'-7" 30 7'-11" 17 8'4" 32 7'-2" 16 7'-7" 31 5'-3" 15 5'-2" 28 ' 2 r T 6'-5" 17 li 6'-9" 30 G 6'-3" 17 li 6'-7" 30 G 7'-11" 19 E 8'-4" 32 G 7'-2" 18 C 7'-7" 31 G 5'-3" 16 B 5'-2" 28 G 6� m N v awe NP 7' 5'-11" 16 6'-3" 31 5'-10" 16 6'-2" 31 T-4" 17 7'-9" 33 6'-8" 17 T-1" 32 5'-0" 15 5'-01, 29 a o 0 5'-11 18 C 6'-3" 31 G 5'-10" 18 C 6'-2" 31 G 7'-4" 19 E 7'-9" 33 H 6'-8" 19 E 7'-1" 32 G 5'-0" 17 B 5'-0" 29 G 7 v a zm -68 5' '55- 16 5'65 16 -15 3 5 6 , 4 '6 GG6'-10" 20 E37-3" -8" H 4-6" 17 C -9" 3 8NP 8' 32G E55-g^ 31 H E 333 5 —, NP Q' 17 5'7" 32 5'-2" 16 5'-6" 32 6'-6" 18 6'-10" 34 4- 1i 6'-3" 33 4'-5" 16 4'-7" 30 o J 5'-3" 19 E 5'-7" 32 G 5'-2" 18 E 5'-6" 32 G 6'-6" 20 E 6'-10" 34 H E 6'-3" 33 H 4'-5" 18 C 4'-7" 30 G 9 �2 �—AL �� � N P 10' -y 5'0" 119 E 5'-3"5,-3" 3 33 G 5'-0 6'0" 1 19 E 5'-3"5'_3^ 3 33 G 6'-2"6'-2" 120 E 6'-7"6'-7" 3 34 E 6'-0"6,-0" 3 34 H 4'-0"4,-0" 168 C 4,6..4,-6„ 3 31 G 10' CD LO NP 11' 4'-64�-6" 17g E 5'-1"5.-1" 333 H 4'-84'8" 119 E 5�-0"5�-0" 333 H 5'-1�_11„ 121 E 6'-3"6.-3" 335 E 5�-8"5 8 334 '.� 3'-13�11" 168 C 4,-3„4'-3" 332 G 11' CL rNP 12' 1-4-4.�.. 119 E 4'-14'-10" 3 33 H 4'-6 4-6 119 E pi�4 '9" 333 H 5'-8"5'-8" 121 E 6'-0"6'-0" 3 35 0 4'-14'-10" 120 E 5'-6"5 6" 3 34 ' 3'-7"3'-7" 168 �' 4'-2"4'-2" 3 32 G 12' a N " o QF t� on a wpui ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } ni o! 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NP 7' 7'-10� " 17 9'-10" 35 9'-1" 18 9'-8" 35 10'-0" 19 10'-7" 36 12'-1 21 13'-7" 38 14'-1 " 21 14'-1 " 39 ¢ 0 0 P.01 f 7-10 20 E 9'-10" 35 9'-1" 21 E 9'-8" 35 10'-0" 21 E 10'-7" 36 12'-10' 23 E 13'-7" 38 K 14'-10" 24 E 14'-10" 39 K 7 Z NP $' 6'-10" 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 6'-10" 20 E 8'-8" 35 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 $ w —� 6'-6" 18 E 7'-9" 35 ( 8'-1" 19 E 8'-7" 36 K 8'-10" 20 E 9'4" 37 K 11'-6" 22 E 12'-1" 39 K 13'-2" 22 E 13'-2" " 40 K 9' NP 9 6'-6" 20 7'-9" 35 8'-1" 21 8'-7" 36 8'-10' 22 9 4 37 11'-6" 24 12'-1" 39 13'-2" 25 13-2 40 $ 5-1 " 20 7'-0 3 8 8'-2" 3 81 " 2 $�-1 3K 10'- 2 1'-61-6 4 12'6" 2 2'6"2-6 4E 10 E 40 K2-6" 25 E 4110" 3K � 22 10'-10' 24 K 10'NP 10' E 5 27_ 7 . 7 - NP 11' 5'-8" 18 E 6'-4" 35 7'4" 20 E 7'-9" 37 K 8'-0" 20 E 8'-6" 38 K 10'-3" 22 E 10'-1 40 K 12'-0" 23 E 12'-0" 42 K 11 �(�NA�� h 5'-8" 20 6'-4" 35 7'4" 22 7'-9" 37 8'-0" 23 8'-6" 38 10'-3" 25 10'-10" 40 12'-0" 26 12'-0" 4IL 1 � �+. O� El `r �} NP 12, 5'-3"5.-3" 120 E 5�-15'-i0" 335 T-0"T-0" 223 E T-6"T 6" 337 K T-8"7,-8" 223 E 8�-2" 8.-2" 338 K '-109'-10" 225 E 10'-6"0.-6' 441 K 11'-6"1�6 226 E 11'-6"1,-6" 442 rK 12' a N o0 tu ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID N MAX.COL. j o MAXPOST MIN. MAX POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX POST MIN. o M SPACING POST SPACINGFTG FTG FTG FiG. FTG POST SPACING . FTG FTGPACING POST SPACING . FTG. FTG FTG ❑ _ !!®�` /� ON SSPACLAB*ING w (PAN) (IN) TYPE (SPAN) (IN) TYPE (SPAN)POST SPACING (IN) TYPE (SPAN)POST SPACING (IN) TYPE (SPAN) (IN.) TYPE POST S(SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN)POST SPACING (IN) POST SPACING TYPE (SPAN) (IN) POST SPACING TYPE (SPAN) (IN) TYPE OST Eq b� � I.L. w NP 5' 10'-1" 18 12'-0" 34 10'-10" 18 11'-6" 33 11'-9" 19 12'-6" 34 15'-2" 20 16'-1" 36 17'-7" 21 17'-7" 37 , E& 10'-1" 20 E 12'-0" 34 H 10'-10" 21 E 11'-6" 33 H 11'-9" 21 E 12'-6" 34 H 15'-2" 23 E 16'-1" 36 K 17'-7" 1 E 17'-7" 37 K 5 �'E�h' C NP 6' 8'-8" 18 E 11'-0" 34 9'-10" 19 10'-6" 34 10'-1 19 11'-6" 35 13'-1 " 21 14'-8" 37 16'-1" 22 16'-1" 38 W o s �. ••• 7 +: 8'-8" 20 11'-0" 34 9'-10" 21 E 10'-6" 34 H 10'-10' 22 E 11'-6" 35 13'-10' 24 E K E K s' 0=<a •°• "•,"YYA N 14'-8" 37 16'-1" 25 16'-1" 38 TE i bit �. 7'-10" 18 9'-10" 35 9'-1" 19 9'-6" 35 10'-0" 20 10'-7" 36 12'-1 21 13'-7" 38 14'-1 22 14'-1 " 39 o a rn 6 0 °° �// r NP 7' 7'-10" 21 E 9'-10" 35 9'-1" 22 E 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 K 7' N a u m CF !t P'' : -rr i I , 6'-10" 18 8'-8" 35 8'-7" 20 9'-1" 35 9'-5" 20 10'-0" 36 12'-1" 22 12'9" 39 14'-0" 23 14'-0" 40 m NP 8 6'-10" 21 E 8'-8" 35 8'-7" 22 E 9'-1" 35 9'-5" 23 E 10'-0" 36 K 12'-1" 25 E 12'-9" 39 K 14'-0" 26 E 14'-0" 40 K 8 � . Exa: J O _ 9' 6'6" 1 7-9 ' 3 8'-1" 2 $'-7" 3 8'- . 2 91 " 3 1-61 2 12'-1 3 13'- � 2 3 4NP 6-6" 21 E 9" 5 1�-626E 39 K 26 40 K 91civil, E K $ K4 2-1 3-232 e ��°•'• "� 5'-10" 19 7'-0" 35 7'-8" 20 8'-2" 37 8'-4" 21 8'-10' 37 10'-10" 23 11'-6" 40 12'-6" 23 12'-6" 41 „ E .... •1�q� O NP 10 5'-10" 21 7'-0" 35 7'-8" 23 E 8'-2" 37 K 8'4" 24 E 8'-10" 37 K 10'-10' 26 E 11'-6" 40 K 12'-6" 27 E 12'-6" 41 K 10 } NP 11' 5'-8"5,-8 19 E 6, 6'-4' 335 7'-4"7-4 224 E 7'-9"7 9" 3 K $'-0"8,-0" 224 E 8'-6"8,6., 338 K 10'-310'-3" 226 E 10'-10',10" 4 40 K 12'-0"2'-0" 227 E 12'-0 2,_0, 441 K 11 u- .o NP 12' 5'-3" ^ 19 5'-10" 35 7'-0" 21 7'-6" 37 T-8" 22 8'-2" 38 9'-10" 23 10'-6" 41 11'-6" 24 11'-6" 42 a z w o 5 3 22 E 5'-10" 35 7'-0" 24 E 7'-6" 37 K 7'-$" 25 E 8'-2" 38 K 9'-10" 27 E 10'-6' 41 K 11'-6" 28 E 11'-6" 42 K 12 L, to O . N >a . • /� � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID > >a w N �= O�z� ••' MAX.COL, j o_ MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MAX.POST MIN. MAX.POST MIN. F ~ U�an- Ma N FTG FTG FTG FTG. FTG. FTG FTG MIN. FTG MIN. MAX.POST FTG FTG t o O y4: .8317 6 22 SPACING m—a, SPACING (IN) POST `PAN) (IN.) TYPE (SPAN)SPACING SPAN (IN. TMpE SPACING POST SPACING POPSE SPACING POST SPACING POST SPACING POST SPACING ' POST SPACING POST m ON SLAB* I- (SPAN) TYPE ( ) ) (SPAN) (IN') TYPE (IN') (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (SPAN) (IN.) 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TYPE n' 8'-8" 13 8'-6" 26 10'-1" 9'-3" 13 11'-3" 11'-8" 29 12'-10" 16 13'-7" 30 14'-8" 15 16'-6" 32 14'-10" 15 15'-8" 31 NP 5 8'-8" 15 B 8'-6" 27 G 10'-1" 9'-3" B 16 11'-3" 11'-8" 30 G 12'-10" 18 B 13'-7" 31 G 14'-8" 18 C 16'-6" 32 G 14'-10" 18 C 15'-8" 32 G � o ��4- • , 7'-8" " 13 B 8'-0" 27 G 9'_2" 8'-5" B 14 10'-3" 10'-8" 30 12'-10" 16 12'-6" 31 13'-6" 16 15'-1" 32 13'-7" 16 14'-4" 32 >o o a Off`•"THC)I NP 6 T-8 15 8'-0" 27 9'-2" 8'-5" 16 10'-3" 10'-8" 30 G 12'-10" 18 C 12'-6" 31 G 13'-6" 18 C 15'-1" 32 G 13'-7" 18 C 14'-4" 32 G W <w CA h� 8E T; NP 7, 7'-3" 13 B 7'-7" 28 G 8'-0" 7'-6" B 14 9'-7" 9'-6" 30 G 10'-4" 16 C 11'-7" 31 11'-9" 16 C 14'-0" 33 12'-7" 16 E 13'-3" 33 a m 7'-3" 16 7'-7" 28 8'-0" 7'-6" 16 9'-7" 9'-6" 30 10'-4" 19 11'-7" 31 G 11'-9" 18 14'-0" 33 H 12'-7" 19 13'-3" 33 G g LL u-; Exp: 6'-9" 14 7'-2" 29 7'_6" 7'-0" 14 9'-0" 8'-4" 30 9'-7" 17 10'-9" 32 11'-0" 16 13'-1" 34 11'-9" 17 12'-6" 33 O •• CI NP 8 6'-9" 16 B 7'-2" 29 G 7'-6" 7'-0" B 17 9'-0" 8'-4" 30 G 9'-7" 19 �' 10'-9" 32 G 11'-0" 19 E 13'-1" 34 H 11'-9" 19 E 12'-6" 33 H 6'-0" 14 6'-9" 29 7'-1" 6'-3" 15 8'-6" 7'-6" 30 9'-0" 17 10'-2" 32 10'4" 16 12'-3" 34 11'-2" 17 11'-9" 34 •••,, • NP 9 6'-0" 16 B 6'-9" 29 G 7'-1" 6'-3" B 17 8'-6" 7'-6" 30 G 9'-0" 19 C 10'-2" 32 G 10'-4" 19 E 12'-3" 34 H 11'-2" 20 E 11'-9" 34 H 1 5'-9" 14 6'-6" 30 6'-9" 5'-11" P.§17 r_8 " 6'-8" 30 8'-1" 17 9'-8" 33 9'-3' 16 11'-8" 35 10'-7" 17 11'-2" 34 E NP 10 5'-9" 16 B 6'-6" 30 G 6'-9" 5'-11" C '-1" 6'-8' 30 G 8'-1" 19 C 9'-8" 33 H 9'-3" 19 E 11'-8" 35 I 10'-7" 20 E 11'-2" 34 H r E N NP. 11' 5'-6" 14 6'-2" 30 6'-1" 5'-6" 15 7'-8" 6'-2" 30 7'-9" 17 9'-3" 33 8'-10" 17 11'-2" 35 10'-1" 17 10'-8" 35 co co 69 5'-6" 17 B 6'-2" 30 G 6'-1" 5'-6" C 17 T-8" 6'-2' 30 G T-9" 20 E 9'-3" 33 H 8'-10" 19 E 11'-2" 35 I 10'-1" 20 E 10'-8" 35 I •o '.•. 5'-3" 14 B 5'-10" 30 G 5'-10" 5'-0" 15 T-4" 5'-8" 30 T-5" 17 8'-10" 34 8'-5" 17 10'-8' 35 9'-8" 18 10'-3" 35 ¢z W 1 ,•.;.' 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MAX.POST FTG. MIN. SPACING SPACINGMAXPOST FTG. MIN MAX.POST MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN, MAX.POST MIN. MAX.POST MIN. _ SPACING m� SPACING POST SPACING POST POST SPACING SPACING FTG. POST SPACING FTG' POST SPACING �G' POST SPACING �G POST SPACING �G' POST SPACING �G' POST SPACING �G POST ON SLAB* (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE 2'x8.5 x0 0 2" FOBEEA3M 8" (IN.) TYPE 2 x6 5"xD 032"R DBL. FBEAM 8" (IN.) TYPE (SPAN) (IN.) TYPE (IN.) (IN-) (IN-) (IN. 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NP 11 (; (� B 8'-7" 34 8'-0" 16 10'-2" 35 9'-4" 17 9'-10" 35 m „1 J° •� 5'-0" 16 5'-8" 30 5'-0" 4'-8" 17 T-1" 5'-3" 32 G 7'-2" 18 E 8'-7" 34 H 8'-0" 19 E 10'-2" 35 I 9'-4" 20 E 9'-10' 35 d NP 12, 4 10 14 5 6 31 4'-10" 4'-7" 15 6'-8" 4'-9" 32 6'-10" 16 8'-2" 34 7'-5" 16 9'-4" 35 8'-11" 17 9'-6" 35 a z W !' 4'-10" 16 C 5'-6" 31 G 4'-10" 4'-7" B 17 6'-8" 4'-9" 32 G 6'-10' 18 E 8'-2" 34 H 7'-5" 19 E 9'-4" 35 I 8'-11' 20 E 9'-6" 35 I W p g CA�JiPB } > n �0w ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTAND/NIG >a w N MAX.POST MAX.POST MAX.POST MAX.POST U�a N MAX.COL. O n FTG MIN. MAX.POST FTG MIN. SPACING SPACING FTG. MIN. SPACING SPACING FTG. MIN. MAX-POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX-POST FTG MIN. MAX.POST FTG O-¢'a v n-�- SPACING 3 SPACING (INS TAPE SPACING (IN) POST FOR DBL. FOR 3"x8" (IN.) POST FOR DBL. FOR 3x8" (IN.) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN Q ON SLAB* �- (SPAN) (SPAN) TEE 2•x6.5'x0.032" BEAM TYPE 2"x8.5"x0.032" BEAM TYPE (SPAN) TYPE L.L (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) a n or, NP 5' 7'-8"7�-8" 13 15 B 8'-0" 8,-0" 228 G 8' 18.11^ $'-6"$'s" B 116 10'-4"0��^10'-910�-9" 2 30 (j 11'-311'-3' 1 7 C 12'-712'-7" 332 (j 13'-713�-7" 168 C 15'- 5�-2" 34 G H 13'-813�-8" 168 C 14'-6"4'-6" 3 32 WNP6, 7'2" 14 7'-7" 28 7'-7" 7'-5" 14 9'-6" 9'-4" 30 10'-3" 15 11'-6" 31 11'-8" 16 13'-1 32 G 12'-7" 16 13'3" 32W7' " 16 B 7'-7" 28 G 7'7" T-5" B 17 9'-6" 9'-4" 30 G 10'-3' 1$ C 11'-6" 31 G 11'-8" 18C13'-10" 33 H 12'-7" 19 E 13'-3" 32 w 9 W - - 176'8" 11 7 6, 1 � 6'9" 18' 10 8' 1" 3 9' 6" 16 C 0 32 17 12'-1 11'-8" mNN Zz 11 ;f�o30 1 za,;8'-10 G-B NP 71 B 7-1" 29 G g 6 0 2 �'-1 1 6'8" 2 6'-1^ 11 18�3 7' 1" 3 8' 1 1 1 '-01 3 10' 12'0" 0 1 11'-6' 3 oNP 8' E 0-0 32 2 33 1-6" H7 j 11 16 &_8^ 2 - } NP 9' 5'-7" " 14 6'-3" " 30 5'-9" 5'-4" B 15 T-9" V-4" 31 T-10"� 16 9'-4" 33 9'-0" 17 11'-4" 34 10'-3" 18 10'-1 34 5-7 17 B 6'-3 30 G 5-9 5-4 17 7'-9 6'-4' 31 G 7-10 19 E 9'-4" 33 H 9'-0" 19 E 11'-4" 34 H 10'-3" 20 E 10'-10" 34 H O LL NP 10' 5'-4"5'-4" 15 7 B 6'-0" 6'-0" 330 `7 5'-5"5'-5" 5'-0"5'-0" B 117 7,_6"7'-6" 5'-8"5�_8" 332 G 7'-6"7'-6" 169 E 9'-p" ^ 33 H 8'-(1 " 17 E 10'-9" " 35 I 9'-8" " 18 E 10'-3" - 35 I o 00 9 0 33 8 6 20 10 9 34 9 8 21 10 3 35 M NP 11' S'-0"5'-0" 1 17 G 5'-8"5'-8" 331 G 5'_p"5'-0" 4'-8"4'-8" B 118 7,_1"7'-1^ 5'-3"5'-3" 3 32 G 7°_2"7'-2" 1 19 8'_7"8'-7 334 H 8' , 8-0 120 10, 1'0'-2' 3 35 9'-T"9-4 121 9'-109-10' 35 35 w E " , " E I , " EI w NP 12' 4'-10° " 15 G, 5'-6" 31 G 4'-10" 4'-7" B 16 6'-8" 4'-9" 32 6'-10" 17 g'_2^ 34 7'-5" 17 9'-4" 35 8'-11" 19 9'-6" 35 I "' 4-10 17 5'-6" 31 4'-10" 4'-7" 18 6'-8" 4'-9" 32 G 6'-10' 19 E 8'-2" 34 H 7'-5" 20 E 9'-4" 35 I 8'-11' 21 E 9'-6" 35,Users\dell\Documents\DURALUM\IAPMO 0195\2-28-14\2-28-14 D t.dwg,3/1 6/201 4 2:18 54 AM,11 x 17 Ll X 1 L'WV 956P3 MZ19NE'B+P'L 4 4�9Z Z141 9Z Z�5610 OWdVnWf1��00��uaw..+�uw-r.-- N .Z Os£ Y8-,ES-,EL b6Z Y8-,ES-,EL 66E »£-,EYB-,£4 3 bZz YL-.Z L-,Z4 99£ »E-0E-,UL ZZ6L Y04 .ZL dN 4 l yI 66E „6-,5 5 LZ Y 4-,5 4-,5 L 8gE -6-,E 6-.£L EZOz -L-,£4L-.£L 9gE -s-,06-,0 L 6 4 Y6-.06-,0 L ,L L dN C .0. 6 »6-9 bi n6- -9-b 90 Z 0z E-L 46 - O d N . 8 C. .6 �I 88E Y8-,98-,9L b�Z Y8-.98-,94 8gE -£-,5E-,54 £0z -9-•b9-,b4 I 5ss „OLnOL:46 L86 nO4nOL-,LL '6 dN r r 8£ -S-,L L EZ -8-.L L LE YZ-.9 L zz -£-.5 L 5£ YL-.Z L OZ »L-,Z L �>g `8 8£ .S-,L L OZ -8-,L L L£ -Z-,9 L 3 6 L YE-,5 L I 5£ -L-,z L 3 8 4 -L-,Z 4 .g d N mlrP'nmz L LE AL-.8L Ez M-.8L 9E Y£-,LL Zz ub-,9L bE .b-,£L Oz YV-.EL ,L dN m o < LE Y 4-,8 L OZ » L-.8 L 9£ -£-.L L 6 L -tT,9 4 H bE -b-,£L {mom w Am ,9 9E -b-,OZ ZZ -b-,OZ I 5E -L-.9L LZ -L-,LL LJ E£ -9-.bL 6L -9-,b4 .9 dN Q 9£ -b-.OZ s L -b-,OZ 5E YL-,8 L 8 L -L-,L 4 I l EE Y9-,b 4 N L£ Y£-.ZZ 7 ZZ -£-.zz 9£ -b-AZ Lz -£-.6 4 H bE Y6-,5 4 6 L -6-,5 L SE -£ZZ 6 L YE,ZZ ) 5E Y Y .oZ O L n£,6 L `/ ZE u6.5 4 L L Y6.5 L i T •9 dN • •, V 1 �.2 c D � 3dAl (NVdS) 3dA1 �NVdB) 3dA1 �Nt/d8) 3dA1 (NVd$) 3dAl (NVd$) 3dAl �Nt/dS) aVIS NO 39 [/NOHl �'m `r 0 1SOd NI) JNIOVdS 1SOd NI) ONIOVdS 1SOd NI) JNIOVdS 1SOd NI) JNIOVdS 1SOd NI) JN10VdS 1SOd NI) JNIOVdS w JNIOVdS Z 0 �c 'NIW 'Old 1SOd'XdW NIW 'Old 1SOd'XVW 'NIW 'O1� LSOd'XVVY NIW '91d 1SOd'XtJW 'NIW '01d 1SOd'XdW NIW 'Jl3 1SOd-XVW 0- '100'XVW �) 03HOV N OWNV1S33 m j N.d LLV JN/ONt/1S33t13 03HOV116� JN/ON6'1S332/d 03H�t/116' LgrLL£8 ro� '� aim CL% .O mm;ou;a ���•• .��i cc z S-£L [�6� Y£ dN6£ Z iZ - OZ . -. 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B &C DBL. 2"x6.5"x0.032" 3"x8"x0.042"BEAM WxWx:0.042" BEAM /� 3"SQ.STEEL BEAM ��� ��1 �1 DBL.2"x6.5"x0.042" DBL. 3"W'x0.042"BEAM z r l 1 ALUM.ALLOY 3004-H36 OR n ALUM.ALLOY 3004-H36 v ALUM.ALLOY 3004-H36 OR EQUAL �- ALUM.ALLOY 30D4 H3 OR EQUAL M W/14 GA. STL. INSERT W ASTM A653 GRADE 40 OR EQUAL OR EQUAL ASTM GRADE 50 z ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING W N At MAX.COL. o MAX.POST FTG. MIN. MAX.POST FTG. MIN. S AC NG SPACING FTG. MIN. MAX POST MAX-POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. F m- SPACING POST SPACING POSTOR POST SPACING SPACING FTG POST SPACING FTC. POST SPACING �G' POST SPACING FTG' POST SPACING FTG' POST SPACING FTG POST SPACING FTG" pp5T ¢ E ON SC LAB* tr (SPAN) (IN.) TYPE (SPAN) (IN.) TYPE 2x6.5W.032'FOR DBL. FBEAM 8" (IN.) TYPE 2 x6.5x0.Y FOR DBL FBEAM 8" (IN) TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE (IN.) (IN.) (IN.) (SPAN) (IN') TYPE O (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE NP 5' 6'-10" 11 B T-3" 28 G T-7" T-2" B 12 9'-1" 8'-7" 29 G 9'-9" 13 C 11'-0" 31 G 11'-2" 13 E 13'-3" 33 H 12'-0" 14 E 12'-8" 32 G a 'o 6'-10" 13 7'-3" 28 7'-7" 7'-2" 13 9'-1" 8'-7" 29 9'-9" 14 11'-0" 31 11'-2 15 13'-3" 33 12'-0" 15 12'-8" 32 �z X � zo NP 6' 5'-11" 11 B 6'-8" 29 G T-0" 6'-0" 12 8'-4" T 2" 29 8'-11" j 10'-1" 32 10'-3" 14 12'-2" 34 11'-0" 14 11'-7" 33 W o< • 5'-11" 13 6'-8 29 7'-0" 6'-0" B 14 8'-4 T-2" 29 G 8'-11' E 10'-1" 32 G 10'-3' 15 E 12'-2" 34 H 11'-0" 16 E 11'-7" 33 H a4 2 W m ' r NP 7, 5'-6" 5,-6" 12 13 B 6�-2"6'-2" 2 29 C7 6'-2"6•-2" 5�-6" 5'-6" C' 114 7,-9, 7'-9" 6,-2"6'-2" 229 C7 7'-107'-10 E 9'-4"9'-4" 333 H 8'-118"-11" 116 E 11'-311-3" 334 H 10'- 10'-2" 1 q g E 10'-910,-9" 334 H a NP $' 5'-3" 12 5'-10� 30 5'-9" 4'-10" 12 7'-3" 5'-F 29 T-4" 8'-9" 33 8'-4" 14 10'-7" 35 9'-6" 15 10'-1" 35 5'-3" 14 B 5-10" 30 G 5'-9" 4'-10" C 14 7'-3" 5'-6" 29 G 7'-4" E 8'-9" 33 H 8'4" 16 E W-7" 35 9'-6" 17 E 10'-1" 35 w NP 9' 4'-10" 1J.2 5'-6" 30 5'-4" 4'-4" 13 6'-9" 4'-10" 29 6'-11" 14 8'-3" 34 7'-7^ 14 9'-7" 35 8'-11" 15 9'-6" 35 0 _1 4'_10" 14 C 5'_6" 30 G 5'-4" 4'-4" �' 14 6'-9,, 4'-10" 2g G 6'-11" 16 E 8'-3" 34 H T-7" 16 E 9'-7" 35 1 8'-11" 17 E 9'-6" 35 4'-8" 13 C 5'-3" 31 G 4'-11" 4'-0" C 13 6'-2" 4'-6" 30 G 6'-3" 14 E T-10" 34 H T-2" 14 E 8'-7" 35 I 8'-7" 15 E 9'-1" 36 J NSA �$ NP 10 4'-8" 14 5'-3" 31 4'-11" 4'-0" 14 6'-2" 4'-6" 30 6'-3" 16 7'-10" 34 7'-2" 16 8'-T 35 8'-7" 17 9'-1" 36 C3 NP 11' 4'-5"4'-5" 13 14 C 5'_0"5'-0" 331 G 4'-8"4'-8" 3'-1 3'-10" C 115 5'-7„5'-7" 4'-1"4'-1" 330 G 5'-115'-11" 14 6 E 7'-6"T-6" 335 6'-7"6'-7" 14 g E 7'-10 -10" 335 8'-2"8,-2" 118 E 8'-8"8'8" 336 K 'B NP 12, 4'-0"4'-0" 13 4 C 4'-9"4,-9" 3 32 G 4�-4"4��" 3'-7" 3�-7" C 115 5-2"5'-2" 3�-9"3�-9" 330 C7 5'-8"5�-8" 1 16 E T-2"T-2" 335 6-0"6,-0" 116 E 7�-2"T-2" 335 T-1 T-10" 168 E 8,3„8'-3" 337 K a N a or- , 1" Q= ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING MAX.COL. o MAX POSTFTG MIN. MAX.POST FTG MIN. SPACING NG S ACNE FTG. MIN. MAX POST MAX.POST MIN MAX.POST MINSPACING SPACING , MAX.POST MIN. MAX-POST MIN. MAX-POST MIN. MAX.POST MIN. MAX-POST MIN. m ON SLAB* (SPAN) (IN.) TYPE (SPAN)SPA POST (IN.) TYPE 2"x6.5'0 032" FOR 8" (IN.) POST FOR DBL.TYPE 2 x6.5x0 032" FgFRA3Mx$ (IN.). TYPE (SPAN) FTG. TYPE (SPAN) FTG. TYPE SPACING G FTG. TYPE POST SPACIN(SPAN) FTG. TYPE POSTSPACING FTG. TYPE POST SPACING FTG POST (IN) POST SPACING (IN.) ) (IN.) ( (IN.) ( (IN.) (SPAN) (IN.) TYPE 6'-10" 12 T-3" 28 T-7" T-2" 12 9'-1" 8'-7" 29 g'_g" 13 11'-0" 31 11'-2" 14 13'-3" 33 12'-0" 14 12'-8" 32 NP 5 6'-10" 14 B T-3" 28 G T-7" T-2" B 14 9'-1" 8'-7" 29 G 9'-9" 15 C 11'-0" 31 G 11'-2' 16 E 13'-3" 33 H 12'-O" 17 E 12'-8" 32 G �, NP 6' S'-11" 12 B 6'-8" 29 G 7'-0" 6'-0" 13 8'-4" 7'-2" 29 8'-11" 14 10'-1" 32 10'-3" 14 12'-2" 34 11'-0" 15 11'-7" 33 > co o o "Z siS 5'-11" 14 6'-8" 29 7'-0" 6'-0" B 15 8'4' 7'-2" 29 G 8'-11' 16 E 10'-1" 32 G 10'-3 17 E 12'-2" 34 H 11'-0" 17 E 11'-7" 33 H v v w ii L NP 7, 5-6 12 12 B 6'-2" 29 G 6'-2" 5'-6" 13 7'-9" 6'-2" 29 T-10" 14 9'-4" 33 8'-11" 14 11'-3" 34 10'-2" 15 10'-9" 34 `-'K W W • Z 5'-6" 14 6'-2" 29 6'-2" 5'-6" C 15 7'-9" 6'-2" 29 G 7'-10 16 E 9'-4" 33 H 8'-11" 17 E 11'-3" 34 H 10'-2" 18 E 10'-9" 34 H 3¢LL tD .*1 NP $' 5'-3" 13 B 5'-10" 30 G 5'-9" 4'-10" 13 7'-3" 5'-6" 29 7'-4" 14 8'-9" 33 8'-4" 15 10'-7" 35 9'-6" 15 10'-1" 35 p.ClV L •: aC 5'-3" 15 5'-10" 30 5'-9" 4'-10" C 15 7'-3" 5'-6" 29 G 7'-4" 16 E 8'-9" 33 H 8'-4" 17 E 10'-7" 35 9'-6" 18 E 10'-1" 35 1 4'-10" 13 5'-6" 30 5'-4" 4'-4" 13 6'-9" 4'-10" 29 6'-14" 14 8'-3" 34 T-7" 15 9'-7" 35 8'-11" 16 9'-6" 35 • NP 9 4'-10" 15 C 5'-6" 30 G 5'-4" 4'-4" C 15 6'-9" 4'-10" 2g G 6'-11" 17 E 8'-3" 34 H 7'-7" 17 E 9'-T 35 8'-11" 18 E 9'-6" 35 E 4'-8" 13 5'-3" 31 4'-11" 4'-0" t145-l-2 " 4'-6" 30 6'_3" 14 7'-10" 34 7'-2" 15 8'-7" 35 8'-7" 16 9'-1" 36 E._ C NP. 10, 14' 15 C 5'-3" 31 G 4'-11" 4'-0" C' 6'-2" 4'-6" 30 G 6'-3" 17 E 7'-10" 34 H 7'-2" 18 E 8'-7" 35 8'-7" 19 E 9'-1" 36 J m d' NP 11' 4'-5" 13 16 o 5 C 5'-0" 5'-0" 331 G 4'-8"4 8' 3'-1 3�,-10" �' ' 5'-7" 4 1"4'-1" 330 G 5'-115'-11" 1 17 E 7'-6" 7'-6" 335 6'-7"6'-7" 158 E 7'-10 -10" 335 8'-2"8,-2" 169 E 8'8' 8'-8" 336 K oU -_ '� 4'-0" 13 4'-9" 32 4'-4" 3'-7" " 3'-9" 30 U ri t, r3; NP 12' 5'-8" 15 7'-2" 35 6'-0' 15 7'-2" 35 T 10" 17 8-3 37 a z W", ••.;•n- 4'-0" 15 C 4'-9" 32 G 4'-4" 3'-7" �' 5'-2" 3'-9" 30 G 5'-8" 17 E T-2" 35 6'-0" 18 E T-2" 35 ( T-10" 19 E 8'-3" 37 K W F 202 =N w�> THO }�q Q F ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING o JcL w ' S J MAKPOST MAKPOST MAX.POST MAX.POST MAX.POST MAX.POST U a a MAX.COL. : (IN.) MIN. FT) MIN. SPACING SPACING FTG. MIN SPACING SPACING FTG. MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST �G MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. MAX.POST FTG MIN. O-j a v CAM .•" SPACING m SPACING POST SPACING (IN POST FOR DBL. FOR 3x8" (IN.) POST FOR DBL. FOR 3"x8" (IN.) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN) POST SPACING (IN� POST ON SLAB* (SPAN) TYPE (SPAN) TYPE 2x6.5xo.032" BEAM TEE 2"x6.5x0.032^ BEAM TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE a p% E®F..... AL c NP 5' 6'-10� 13 B 7'-3" 28 G 7'-7" 7'-2" B 13 9' 1 8'-7" 29 9'-9 14 C 11-0" " 31 G 11-2' 15 E 13-3' 33 H 12'-0" " 15 E 12-8 32 F G 6-10 15 7'-3" 28 7'-7" 7'-2" 15 "9'-1" 8'-7" 2g G „9'-9" 16 11 0 31 11'-2' 17 13'-3" 33 12 0 18 12'-8" 32 G W 5'-11" 13 6'-8" 29 7'-0" 6'-0" 14 8'-4" 7'-2" 29 8'-11" 15 10'-1" 32 10'-3" 15 12'-2" 34 11'-0" 16 11'-7" 33 W NP 6 5'-11" 15 B 6'-8" 29 G 7'-0" 6'-0" B 16 8'4' 7'-2" 29 G 8'-11 17 E 10'-1" 32 G 10'-3' 18 E 12'-2" 34 H 11'-0" 18 E 11'-7" 33 H z l� NP 7' 5'-6" 13 B 6'-2" 29 G 6'-2" 5'-6" 14 T 9" 6'-2" 29 7'-10" 15 9'-4" 33 8'-11" 16 11'-3" 34 10'-2" 16 10'-9" 34 m N z m 5'-6" 15 6'-2" 29 6'-Z" 5'-6" �+ 16 7'-9" 6'-2" 29 G 7'-10' 17 E 9'-4" 33 H 8'-11" 18 E 11'-3" 34 H 10'-2" 19 E 10'-9" 34 H Z a a;W 3 Wi EO 1 5'-3" 14 5'-10" 30 5'-9" 4'-10" 14 7'-3" 5'-6" 29 7'_4" 15 8'-9" 33 8'-4" 16 10'-7" 35 9'-6" 17 10'-1" 35 a 6 m NP 8 5'-3" 16 B 5'-10" 30 G 5'-9" 4'-10" �+ 16 T-3" 5'-6" 29 G T-4" 17 E 8'-9" 33 H 8'-4" 18 E 10'-7" 35 9'-6" 19 E 10'-1" 35 y -j 1 4'-10" 14 5'-6" 30 5'-4" 4'-4" 14 6'-9" 4'-10" 29 6'-14" 16 8'-3" 34 7'-7" 16 9'-7" 35 8'-11" 17 9'-6" 35 j NP 9 4'-10" 16 C+ 5'-6" 30 G 5'-4" 4'-4" C 16 6'-9" 4'-10" 29 G 6'-11" 18 E 8'-3" 34 H 7'-7" 18 E 9'-7" 35 8'-11" 19 E 9'-6" 35 co 4'-8" 14 5'-3" 3�31 4'-11" 4'-0" 14 6'-2" 4'-6" 30 6'-3" 15 7'-10" 34 7'-2" 16 8'-7" 35 8'-7" 17 9'-1" 36 o NP 10 4'_g^ 16 C+ 5'-3" G 4'-11" 4'-0" C 16 6'-2" 4-6 30 G 6'-3" 18 E 7'-10" 34 H 7'-2" 19 E 8'-7" 35 8'-7" 20 E 9'-1" 36 J 4'-5" 14 5'-0" 31 4'-8" T-10" 15 5'-7" 4'-1" 30 5'-11" 16 7'-6" 35 6'-7" 16 T 10" 35 8'-2" 17 8'-8" 36 a NP 11 4'-5" 16 C 5'-0" 31 G 4'-8" 3'-10" C 17 5'-7" 4'-1" 31 G 5'-11" 18 E T-6" 35 6'-7" 19 E 7'-10" 35 8'-2" 20 E 8'-8" 36 K a w 4'-0" 14 4'-9" 32 4'-4" 3'-7" 15 5'-2" T-9" 30 5'-8" 16 7'-2" 35 V-0" 16 7'-2" 35 7'-10" 18 8'-3" 37 rn NP 12 4'_0" 16 C 4'-9" 32 G 4'-4" 3'-7" C 17 5'-2" 3'-9" 31 G 5'-8" 18 E 7'-2" 35 6'-0" 19 E T-2" 35 7'-10" 20 E 8'-3" 37 K Jsers\deil\Documents\DURALUM\IAPMO 0195\2-28-14\2-28-14 D 1.dwg,311 6/201 4 2�1:01 AM,11 x 17 LL X L L'WV 89'2--Z 4 L0W9 NE'ftP1 O V L-W-Z\V V9Z-3\96 LO OWdtlI\Wn��n��ue W'w�uw .Z4 L .0-.Z 0-.ZL £oZ „0-.Z60-.ZL yob .L-.L L-.LL 3 Eoz .,0-.L 0-.LL >+ s$£ dV6„L-,6 3 L6L °L-.8L-,8 .Z4 dN m ,4 4 }� L�b „L-,Z LL-,Z L £oZ ..L-.Z L-,Z L OOb .4-,Z LL-.Z L Z6L ..9-.L 9-,L L L�£ K9-,6°9-,6 L 8 L °L" �8 L-.8 �4 4 d N °� CD 0 ° .0 4 N 00b °Z-.E 1' L £oZ °Z-,£LZ-,£L 66£ .8-.Z 8-.Z L 3 Z6L ,0-.Z 0-,Z L L�£ °0 L d0 L-.6 O6 L °b-.6 b-,6 .0 4 d N *k co .6 66£ L-, £ Z 9 b-.O OL «6-.6b 6 6b „L 9E - - 6 dN r r �y0o .8 66£ ,9-,949-.5L 64 9-.5L9-,5L 88£ z-.bz-,bL L6L b-.E ,£L I 59E wo-,LO-,L4 3 oz ,.b-,o ,OL ,8 dN azn3'm ,L 8E ..9-,94 ZZ „9-,9L L£ „L-.5L LZ °E-.b4 5£ „6-,4L 6L .,Z-.LL L dN WO 8£ .,9-.9 L 6 L °9-,9 L LE4-,5 L 8 4 .E-.b L I „z-,L L CzN "' In m .9 LE °6-,LL 4Z 6-.LL 9E °8-.9L OZ b-.5L H b£ ,8-,ZL 6L .0-.ZL .9 dN Q m L£ ..6-,L L31 S L °6-,L L 9E ..£-.9 L 8 L °b-.5 L b£ .,8-.Z L 9 L m E 9-61 -6L 6-L , . 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B&C DBL.2"x6.5"x0.032" �1 3"x W.042"BEAM 3W"x0.042" BEAM 3"SQ. STEEL BEAM OR DBL. 2"x6.5"x0.042" DBL. 3"x8"x0.042" BEAM Z v ASTM A653 GRADE 40 ALUM.ALLOY 3004-H36 ALUM.ALLOY 3004-H36 J ALUM.ALLOY 3004-H36 OR EQUAL L ALUM.ALLOY 3004 H3 OR EQUAL W/14 GA. STL. INSERT W OR EQUAL OR EQUAL �MJ ASTM GRADE 50 z ATTACHED FREESTANDING ATTACHED FREESTANDING ATUzi TACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING Z w W HALr+ MAX.COL. o_ MAX.POST �G MIN. MAX-POST G MIN. MAX.POST MAX.POST MIN. MAX.POST MAX.POST MIN. MAX•POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN, MAX.POST w§'�` SPACING POST SPACING SPACING SPACING FTG- SPACING SPACING FTG. FTG MIN. MAX.POST FTG FTG FTG. FTG FTG MIN. F -- ON SSPACLAB* Pam)ING (IN.) TYPE (SPAN) (IN') 7YOpE FOR DBL. FOR 3x8" (IN.) NPE FOR DBL. FOR 3x8" (IN.) PfIOPE SPACING (IN.) POST SPACING (INS POST SPACING (INS POST SPACING (IN) POST SPACING (IN_) PfYOPE (SPAN) (IN.) 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NP 12. 3'-8"3,-8" 1 16 E 4'4 4'4" 333 G 3'-7"3'-7" 2'-1 2'-11" E 114 4'-1„ 4'-1" 3'-1"3'-1" 330 \7 4'-114'-11' 1 15 E 5'-1 5'-10" 335 5�-3"5,3� 116 E 5�-15'-10" 335 7�-0"7'-0" 117 E 7!-6"7,-6" 3 37 K a N G P ujo ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING -'N MAX.COL. j o MAX.POST FTG MIN. MAX.POST FTG MIN. SPACING SPACING FTG. MIN MAKPOST MAX.POSTMAX.POST MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN, MAX.POST MIN. MAX-POST MIN. MAX.POST MIN. __ SPACING POSTSPACING SPACING FTG• FTG. FTG. FTGPOST SPACING . FTG. FTG. FTG. "q JE ON SLAB>ti (SPAN) (IN') TYPE (SPAN) (IN.) TYPE 2x6.5"0 0 2"FOR DBL. FBEAM OR 8" (IN.) TYPE 2 x6.5"xD 032"FOR DBL. FBEAM 8 (IN.) TYPE (SPA POST N) (IN.) POST SPACI TYPE (SPAN) (IN') TYPE (SPAN) (IN') TYPE POST S(SPAN G (IN.) POST TYPE SPACING (IN POST SPACING POST (SPAN) ) TYPE (SPAN) (IN') TYPE ' .� S 5'-10" 11 6'_7^ 29 6'-11" 5'-10" 12 8'-3" 7'-0" 29 8'-9" 13 9'-10" 32 10'-1" 13 12'-0" 34 10'-10" 14 11'-6" 33 tl. NP 5 5'-10" 13 B 6'-7" 29 G 6'-11" 5'-10' C 14 8'-3" 7'-0" 29 G 8'-9" 15 E 9'-10" 32 G 10'-1" 16 E 12'-0" 34 H 10'-10" 16 E 11'-6" 33 H � a4a Tyr� - A�+ NP 6' 5'-5" 12 B g`_1^ 30 G 6'-0" 5'-3" �+ 12 7'-7" 5'-10" 29 7'-7" 13 9'-1" 33 8'-8" 14 11'-0" 34 9'-10" 14 10'-6" 34 o W Z C. � 1!'rr� ! 5'-5" 14 6'-1" 30 6'-0" 5'-3" 14 7'-7" 5'-10" 29 G 7'-7" 15 E 9'-1" 33 H 8'-8" 16 E 11'-0" 34 9'-10" 16 E 10'-6" 34 H W N co • 4'-11" 12 C 5'-7^ 30 G 5'-6" 4'-6" �. 12 7'-0" 5'-1" 29 T-1" 13 8'-6" 34 7'-10" 14 9'-10" 35 9'-1" 15 9'-8" 35 `-'a`� w;• Exp: NP 7' 4'-11" 14 5'-7" 30 5'-6" 4'-6" 14 T-0" 5'-1" 29 G 7'-1" 16 E 8'-6" 34 H T-10' 16 E 9'-10" 35 9'-1" 17 E 9'-8" 35 a a W Ui fit- CI IL .,• 1b NP $' 4'-8" 12 5'_3^ 31 4'-11" 4'-0" 12�6-2"6, 4'-6" 29 6'-3" 13 7'-10" 34 6'-10" 14 8'-8" 35 8'-7" 15 9'-1" 35 4'-8" 14 C 5'-3" 31 G 4'-11" 4'-0" C 1 4'-6" 29 G 6'-3" 16 E 7'-10" 34 H 6'-10" 16 E 8'-8" 35 8'-7" 17 E 9'-1" 35 •""""'•• ' 4'-2" 12 5'_p^ 31 4'-8" 3'-9" 13 5'-7" 4- 0" 29 5'-11" 14 7'-6" 35 6'-6" 14 7-9" 35 8'-1" 15 8'-7" 36 i. NP 9 4'-2" 14 C 5'-0" 31 G 4'-8" 3'-9" C 15 5'-7" 4'-0" 29 G 5'-11' 16 E 7'-6" 35 6'-6" 16 E 7-9" 35 8'-1" 18 E 8'-7" 36 K e NP 10'gnaw 4-_0„4'-0" 114 C 4'-9" 32 G 4'-2" 3'-6" C 13 5'-0" 3'-8" 30 5'-6" 14 E 7'-0" " 35 5'-10" 14 E 7'-0" 35 7'-8" 15 E 8'-2" 37 m C 4'-9" 32 4'-2" 3'-6" 15 5 0 3'-8" 30 G 5'-6" 16 7 0 35 5'-10" 16 T-0" 35 T-8" 18 8-2" 37 K m 5-0 14 6'-4 35 '- " 14 6'-4" 35 T-4" 16 7'-9" 37 34?��L NP 11' 3'-10" 3 4'-7 4,-7" 32 3'-13''10" 3'2"3'-2" 115 4 7"4-7" 3' 3 3'-3" 330 1 "5'-0" 16 " ..°,. 3'-10" 15 C �7 C G E I 5 8 E E c� �z 7'-9" 37 o °• y 6'-4" 35 5'-8" 17 6'-4" 35 7'4" 18 ^.f'� NP 12' 3-8"% T-8" 115 E 4'-4"4'-4" 333 H 3'-7"3,-7" 2'-1 2'-11" E 115 [14�'-�V3'-1"3�-1" 30p G, 4'-114'-11 1 16 E 5'-1 5'-10" 335 5'-3"5,3^ 117 E 5'-15'-10" 335 7'-0"7�0 169 E 7�-6" 7"-6" 337 K W��� RID. 1741 F �j vl-ijaa 't TI iGPJ! I Y }V t}n o .A �tr> bo CAVIPBE ATTACHED FREESTAND/NG ATTACHED FREESTAND/NG ATTACHED FREESTAND/NG ATTACHED FREESTAND/NG ATTACHED FREESTAND/NG >a W o •o Q= O�z„ MAX.POST MAX.POST MAX.POST MAX.POST U a N�•••o•• MAX.COL. j� MAX.POST FTG MIN. MAX.POST FTG MIN. SPACING SPACING FTG. MIN. MIN. MAX.POST MIN. MAX-POST MIN. MAX.POST MIN. MAX.POST MIN. MAX.POST MIN. MAX POST -i - P SPAm- SPACING POST SPACING POST POST SPACING SPACING FTG. POST SPACING �C'' POST SPACING �C'' POST SPACING �C'' POST SPACING �C'' POST SPACING �C'' POST SPACING FTG. POST m m ®F •• ON SLAB* F (SPAN) (IN') TYPE (SPAN) {IN.) TYPE 2"x6 5 X0 0312" FBEAM OR 8" (IN.) TYPE 2"xs 5"x0 032" F BEAM 8" (IN.) 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N z} NP 7, 4- 11" 13 1 15 (� 5-7-5'-7" 30 30 G 5'6"5'-6" 4'-6"4'-6" C 115 71 0"7'-0" 5'-1"5'-1" 229 G 7,-1"7'-1" 1 17 E 334 H 7'-1 7'-10' 1 7 E 9'-19'-10" 335 9'-1"9'-1" 168 E 9'8' 9'-8" 35 35 Z N w_w S�W J NP $' 4'-8" 13 5'-3" 31 4'-11" 4'-0" 13 6'-2" 4'-6" 29 6'-3" 14 34 6'-10" 15 8'-8" 35 8'-7" 16 9'-1" 35 <� 4'-8" 15 C 5'-3" 31 G 4'-11" 4'-0" C 15 6'-2" 4'-6" 29 G F-3" 17 E 34 H 6'-10" 17 E 8'-8" 35 8'-7" 18 E 9'-1" 35 ycc —, NP 9' 4'-2" 13 5'-0" 31 4'-8" 3'-9" 14 5'-7" 4'-0" 29 5'-11" 15 7'-6" 35 6'-6" 15 7-9" 35 8'-1" 16 8'-7" 36 _j 4'-2" 15 C 5'-0" 31 G 4'-8" 3'-9" C 16 5'-7" 4'-0" 29 G 5'-11' 17 E 7'-6" 35 6'-6" 17 E 7-9" 35 ( 8'-1" 19 E 8'-7" 36 K 4'-0" 13 4'-9" 32 4'-2" 3'-6" 14 T-0" 3'-8" 30 5'-6" 15 7-0" 35 5'-10" 15 7'-0" 35 7'-8" 17 8'-2" 37 o O NP 10 4'-0" 15 C 4'-9" 32 G 4'-2" 3'-6" C 16 5'-0" 3'-8" 30 G 5'-6" 17 E 7'-0" 35 ( 5'-10" 17 E 7'-0" 35 7'-8" 19 E 8'-2" 37 K NP 11' 3'-10� 14 4'-7" " 32 3°-10° 3'-2" " 14 j4-7" - T-3' " 30 5'-0" " 15 6'-4" 35 5'-8" 16 6'-4" 35 T-4" 17 7'-9" 37 a w 3-10" 16 C 4 7 32 G 3 10" 3 2 C 16 4 7 3'-3 31 G 5'-0 17 E 6'-4" 35 5'-8" 18 E 6'-4" 35 ( 7'-4" 19 E 7'-9" 37 K w 3'-8" 14 E 4'-4" 33 t 3'-7" 2'-11" E 14 1" 3'-1" 30 G 4'-11 15 E 5'-10" 35 5'-3" 16 E 5'-10" 35 I 7'-0" 17 E 7'-6" 37 Kca NP 12' 3'-8" 16 4'-4" 33 3'-7" 2'-11" 16 4-1' 3'-1' 31 4-11' 17 5'-10' 35 5'-3" 18 5'-10" 35 7'-0" 20 7'-6" 37 Jsers\de111Documents\DURALUM\IAPMO 0195\2-28-14\2-28-14 D 1.dwg,3/1612014 2:23:17 AM,11 x 17 uX«'wtle�ti�avtousue'�P'�Otit-BZ-Z\41-8Z-Z\56100Wdtll\W(1't��4��uawau�u�,-�-- N zab .oLuoL,ot 3 £0Z .oLYoL-.oL 4�b .9-,oLs-,oL z64 .oL uoL-,s 88£ .z-,s.z-,s °gL .s-,c.s-,L .z� dN m Zb L. . 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NIW NIW 1SOd-XVW .NIW 1SOd'XVW IOO'XbW m -�i-�-r 'NIW 'Old lSOd'XVW 'NIW 'O.Ld 1SOd'Xb'W 'NIW •Jld 1SOd'XVW 'O.L-i 1SOd'XVW 'O.l.d 'JJ.d pc -� !) xD xD m z 9N/ONVLS33Y-4 03HOVLLV VN/ONd1S332d 03HOVUV VN/aNW9338d 03H9b'av v 0 P m IVf103 210 CH-bO0£AOIIV'W(17V �1 -,ynl)3110 8H-400£AOIIV'W(1IV �j11 09 30VUE)W1SV Z 12i3SNI •�1S 'VJ ZL 'I8a/M 1213SNI -US 'VJ K 'ISCI/M " 1213SNI *11S YO ZL /M 1V INV38„Zl70*0x.9x.0 -18a INV38 .Zb0'0x.9x.£ 180 INV38 .Zb0.0x„9xX 0'8 13 'dX3 -HdW M `OZL `OL L -OVOI 3/Vl#09-S213A00 30111V1 JNIaNV1S33U:J V a3HOV11V ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS 0 Z 2.740" ALUM.ALLOY z ROOF SLOPE SHALL BE 1/4": 12"MIN. 6063-T6 ?W N SAL T=.060" 3.200" L FO OR 4 APPROVED OR 4.450" o U aka _ INSUL. ROOF PANEL ALL FASTENERS .e :5 Z 4- SEE NOTE BELOW -i w$ No.C3790 � SEE TABLE SHEET 4 w e a ,. 11 3"OR 4 Y4"APPROVED STRUCTURAL SANDWICH PANEL, SEE NOTE BELOW < 0$ --1.880' I- °0 w 3"OR 4.25" HANGER CHANNEL 0 U HEADER BEAM AND ENCLOSURE WALL SYSTEMS KAL MUST BE I.C.C. E.S.AND/OR IAPMO E.S.LISTED UNDER 2012 IBC, �O` .. 2012 IRC AND/OR 2013 CALIF. BLDG.&RESIDENTIAL CODES. CO �o N� , 148 N OPTIONAL DECORATIVE FASCIA o (WOOD,ALUM.OR HARDBORD) o 3 ' FASTENER oN of SEE SHEET ;_ PANEL TO HEADER BEAM CONN. EXTRUDED EXTRUDEDJ "IRT'GUTTER DRIP EDGE 0 J w a ;+ � SEE SHEET 4 Z c o a ww3 U �Q I-BEAM (AS SHOWN IN THIS REPORT) a=m s=y ;� f OPTIONAL RAIN GUTTER a Z pk ° 4FE 'I BEAM E ' (AS SHOWN IN THIS REPORT) OPTIONAL NON-STRUCTURAL FASCIA } m j:.t „e •ry ao a 9 � UU U m In <—WQ. F K d, w � LL wa-<N ° No. 317 1 2 02z� 2; oJ« THOMAS TRAY NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS a o m "AMPBcU- EVALUATION REPORT MUST BE ICC-ESR 1230 EVALUATION REPORT AND/OR Lu .......... DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS OF COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR w Zr 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM co 0 m PATIO COVER DRAWINGS INDICATED IN THIS REPORT. ..Z a W lw 3w �aa6w oom� NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED co o ( a a w w iUsers\deINDocuments\DURALUM\IAPMO 0195\2-28-14\2-28-14 D 1.dwg,3/16/2014 2:25:52 AM,11 x 17 LlXll'WHY6�9Z:ZbGOZ/9l/E'a+�+P'1d4�-8Z-Z14L-8Z-Z�56LOOWdVnW�����uaw�uuv�-��--- •� 2 m 4 O O # T CO �33AO WOOD SNIaNVIS332i3 <9'§ m m..z a3SOdMId Z N N m 32:jniona1S (3) m< C •• om 'az m O m �c> 4 nmi�>n s"m o a3211f1b321 SI ON1�133NIJN3 0131a3dS 311S N3H1 3p �, mom u9 >SaNV .OZ > S31 �o� O 3 s gd SNOI1dwnSSV NJIS3a M3AO3 0NIaNd1S33H:f �3S�dW m mi .D O _ �� £8 c ro co � •�� .'P o :dx3 f►� umCb , _< NJIS3a NI a3Sn WnWixviN 9f 6 OS ' '`"6-� •• .. . •4 �;e 2j3noO 09' oi� �'���' Zl N O a3HOdllt/ £1�'� 0£ � �> 40- MiniomaS (3) ®3sOd02�d v£-4 5Z , r o N �0elAW `Pu Isd ISaNno2joPu "NIW �,9-.E = Oy ��MONS Isd `GVO-1 MONS = IS 32i3HM ' � . 1J �� pZ� 9�� -gz•o(0 6 + -IS) es•o(n-1) E�60'0 = P4 W 0 XVW „0-,OZ = n1 A -I z r- 9 SNOI1dwnSS`d NSIS3a 213AO3 a3mvilivlool i z n 0 0> r� •+ ° Z5; 00 a g A 33S'a3Hmt)321 3MV ONIQ1lS aNV ONu-4ma MONS o m z 3H3HM 031snraV 391Sf1W 9213A00 1V102I3WW00 aNV lVI1N3aIS321 a3HOVJ-LV Z d0 NOIlonNISN00 3H1 NI a3sn SWV39 aNV SIJ31AVM 30111V1 Sl3NVd m d00M 03WHOA-110H allOS 110=1 SNVdS 031v-insv1319VMOl1V Wf1WIXVW 3H1 Z 0 NJIS30 JNIaIIS ®NV 1--�Na MONS SPAN REDUCTION FACTOR z W z Z _ APPLICATION OF SPAN REDUCTION FACTOR TO TABULATED ALLOWABLE SPANS z W N FOR ROOF PANELS, LATTICE RAFTERS AND BEAMS FOR ATTACHED COVERS a 9 SHOWN IN THI SREPORT AND WHERE SNOW DRIFTING AND SLIDING MUST BE CONSIDERED 0 Z rz �- STEP 1 : DETERMINE MAXIMUM ALLOWABLE SPAN FOR ROOF PANEL, LATTICE w o< • � t RAFTER OR BEAM.�✓ r• n,w D gyp.�1�7 600 x STEP 2 : MULTIPLE MAXIMUM ALLOWABLE SPAN BY THE APPRORIATE SPAN o ¢z REDUCTION FACTOR SHOWN IN TABLES 1,2 AND 3. W STEP 3 : HIGHLIGHT TABULATED MAXIMUM ALLOWABLE SPAN AND SHOWN 0 MODIFIED SPAN DETERMINED IN STEP 2 ON THE SAME SHEET. t®SAL�H �I'dS�® /A_ a a TABLE 1 ATTACHED COVERS ROOF PANELS- \ TABLE 3 ATTACHED COVERS -BEAMS o SPAN REDUCTION FACTORS SOLID&LATTICE ROOFS 1 SPAN REDUCTION FACTORS a o GROUND SNOW LOAD, psf o It z `�Q ROOF PANEL TYPE 25 30 40 50 GROUND SNOW LOAD,psf a )O � �� 6„ 2„ 1.00 0.95 0.90 1.00 BEAM TYPE 25 30 40 50 0 Ili W 0 0.85 0.80 0.85 1.00 3"SQ. STEEL 0.80 0.80 0.80 0.80 8„ Y.. 0.90 0.85 0.85 1.00 0.85 0.85 0.75 1.00 6 Y2"ROLL-FORMED 0.85 0.80 0.80 0.80 �12"x3 " 0.85 0.85 0.85 1.00 GUTTER 0.75 0.75 0.75 a 1.00 4"I-BEAM z AA 0.75 0.75 0.75 1.00 0.85 0.85 0.85 0.85 0 •°° °°° °•��� 24"x2%" 0.75 0.75 0.75 1.00 w , -, °°` ° r'r e •° O MAG GUTTER 0.80 0.80 0.80 0.80 W ✓� o v a �- e m MAG BEAM 0.80 0.80 0.85 0.85 N Ex - °°,° C I' I L • 0y 0.75 0.75 0.70 0.70 ......•'° TABLE 2 ATTACHED COVERS -LATTICE RAFTERS s s$ . 1SPAN REDUCTION FACTORS (2)3"x8" 0.80 0.80 0.75 0.70 T x8"W/14 GA. o v` GROUND SNOW LOAD, psf STEEL INSERT 0.85 0.85 0.80 0.80 o 9 RAFTER TYPE 3"x8"W/ 12 GA. c z w c� ,° G�. 25 30 40 50 0.80 0.80 0.85 0.85 w r °•• STEEL INSERT w 4a •`°;� 2"x6 "x0.24" 0.80 0.80 0.75 0.75 (2)3„x8' EACH W/14 GA. 0.85 0.85 0.85 0.85 .M STEEL INSERT �a w �� e� (2)3"x8"EACH W/12 GA. w a a 2"x6 "x0.32" 0.85 0.80 0.75 0.75 STEEL INSERT 0.80 0.80 0.80 0.85 0 z g TP, m S TRAY o 3 J P CAMPBELL 2"x6 V"0.42" 0.80 0.85 0.80 0.75 (2)2"x6 Y2"4.32" 0.80 0.80 0.80 0.75 °9 Q 5 N' �m v �"?''°• ° �° 3"x8" 0.80 0.80 0.75 0.75 (2)2"x6%x0" .42" 0.80 0.80 0.75 0.75 d w (2)2"x6%"0.24" 0.85 0.80 0.80 0.80 7"I-BEAM 0.85 0.85 0.85 0.85 2 zQ 1 " 7" I-BEAM W/ONE w N Z (2)2 x6/ W.32 0.85 0.80 0.85 0.85 'C'SPLICE 0.85 0.85 0.80 0.80 m�$o za..0 7" I-BEAM W/TWO w�w (2)2"x6 "x0.42" 0.85 0.85 0.80 0.80 'C'SPLICES 0.85 0.80 0.80 0.80 o 6 FOOTNOTE: "SAMPLE" � v FIGURE INDICATES p SINGLE SPAN 0 co FIGURE INDICATES v MULTI SPAN w w x Users\deINDocuments\DURALUM\IAPMO 0195\2-28.14\2-28-14 D 1.dwg,311 6/201 4 2:2729 AM,11 x 17