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BPAT2016-0070 (Structural Calculations)PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: _ DESIGN REQUIREMENTS: WIND SPEED CONVERSION TABLE: GOVERNING CODES: RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H, CBC AND IBC CHAPTER 16, CBC & 1: THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE IBC APPENDIX CHAPTER I. 2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013 CALIFORNIA BUILDING ANDS ROOF LIVE AND SNOW LOADS: 10, 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND e , /RESIDENTIAL CODES, ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LEVEL 25, 30, 40 & 50 psf) ,,AND THE 2015 ALUMINUM DESIGN MANUAL - ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. ACCORDANCE WITH 2012/2015 IRC AND 2013 CRC SECTION AH105.2 FOR 10 psf RESIDENTIAL CONSTRUCTION ROOF LIVE AND SNOW LOADS: 20, 25, 3.0, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL \ AND ACI 318-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. 25, 30, 40 & 50 psf) DRAWING NOTES: ADDITIONAL DESIGN REQUIREMENTS: +' 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL HEADER SPAN COLUMN SIZE t CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH 130 MPH 101 MPH 2 ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. r 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS. SEE CONVERSION METHOD, THIS PAGE, 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE 2. BASIC WIND SPEEDS: 110.'120,130 MPH, EXPOSURES B AND C. FOR APPLICATION AND USE. MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 3. OCCUPANCY CLASSIFICATION AND RISK CATEGORY: II, 11. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE 4. SEISMIC BASE SHEAR: 17 POUNDS PER LINEAR FOOT PER WIDTH OF COVER. NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE 5. SEISMIC DESIGN PARAMETERS: SITE DESIGN PARAMETERS: AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SITE CLASS: D' TECHNIQUES, SEQUENCES AND PROCEDURES. . SEISMIC DESIGN CATEGORY: D i 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. = 1.0, SD,= 0.50 AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE RESPONSE MODIFICATION FACTOR, R:1.25 SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED 6. DESIGN ASSUMPTIONS: CHANGE ORDER. A. 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' I 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 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH EQUAL TO ZERO. 9. A MAXIMUM COLUMN LOAD OF 750 POUNDS IS PERMITTED FOR ATTACHED COVER COLUMNS BEARING ON A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY CARPORTS, THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. EVALUATION REPORT AT A MINIMUM SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE DESIGN CONSIDERATIONS: 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS 10'. 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE EXISTING OVERHANG. 14. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7. 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI 7. 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN ACCORDANCE WITH ASCE/SEI 7. 17. THE RATIO (H/P), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 18. THE RATIO (UP), COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 21. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4. 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. 24. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 25. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE. 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL. 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL ATTACHED PATIO COVERS ONLY (10 AND 20 PSF). 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, EXCEPTION 2. WIND SPEED CONVERSION TABLE: THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SPEED BY 0.6 EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION SHALL BE BASED ON 85 MPH = 110 MPH. 0.6 WHERE SNOW LOADS OCCUR, IT IS THE REPONSIBILITY OF THE CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SHEETS 49 FOR SPAN REDUCTION FACTORS. FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: A. TITLE SHEET AND GENERAL NOTES. ( B. STRUCTURAL CONFIGURATION (i.e.. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED). C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. E. APPROPRIATE STRUCTURAL DETAILS. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING . JURISDICTION. SHEET INDEX: It "" SHEET # SHEET TITLE / DESCRIPTION LTJ ■ �l�l� ENGINEERING FIRM � TC�ENG/NEER/NG STRUCTURAL ENGINEERING 26030 ACERO SUITE 200 PHONE: (949) 305.1150 T-0..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES MISSION VIEJO, CA 92691 FAX: (947) 305-1420 SH -1 .............SOLID PANEL STRUCTURES STRUCTURAL ENGINEER SH -2 ............OPEN LATTICE STRUCTURES OF RECORD: DUSTIN K. ROSEPINK, SE 5885 SH -3 ............. PANEL SPANS TRI -V, W -PANEL & FLAT PAN POINT OF CONTACT: ANTHONY TRAN SH -4 ............MINIMUM FASTENERS SH - 5-6 .........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -7 ............HEADER BEAM TYPES, COLUMN / POST TYPES SH -8 ............EXISTING EAVE CONNECTION DETAILS SH -9 ............HANGER CHANNELS AND MOUNTING BRACKETS SH - 10 ..........COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS SH - 12 ..........BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 13 ..........HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 14 ..........BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS SH - 15-17 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 31-33 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 34-36 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 37-38 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING' BEAM SPANS, 25 PSF S.L, 110-130 MPH SH - 41-42 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH SH - 4344 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH SH - 45-46 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH SH - 47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS SH -48 ..........SNOW DRIFT DESIGN SH - 49 ..........SPAN REDUCTION FACTOR TABLES SH - 50 ..........ADDITIONAL STATE LICENSURE STAMPS L Z cD Nd_ tw cV N O 2 LU rn ch 2 U) Df LL Lu > OM O LC) co _ O N O CO 1` Q�pFESS Igy1� S 5885 OF CA0 03-09-16 DURALUM IAPMO 0195 AHJAPPROVAL OF LA QUANTA DING & T. SAFETY DEP PP®OVED 4RCO)NRUCTION REVISIONS KARK DATE DESCNPTION 4 STEL JOB # 16-1071 DATE 03-09-16 DRAWN BY AT CHECKED GM TITLE SHEET, DESIGN LOADS, GENERAL NOTES T-0 0 OF 50 SHEETS 6 ° 7 ° 8 c r SOL-ID=PANEL-STRUCTURES t ROOF OVERHANG, ATTACHMENT OR WOOD, OR ROOF PANEL SEE TABLES SEE DETAIL A, B & C, v T SHEET 4 FOR ROOF SHEET 8 ANO SN N OF STRU CONCRETE AL SEE ° PANELSUPPORTING WALL TNF pROj 6. t SS VqR S HEET 8 HANGER & BEAM. FCT/O/y THgN i O. SPAN 2 "O.H." NOT EED 25% OOF PANEL A WABLE SPAN SEE DE IL , SHEET 12___l/ FOR MANDA RY SPLICE. BFg41SP ' NO M SPLICE AT POST SPAN/ BEAM -SEE TABLES TERIOR POSTS. SFF TgB�FS G x POST , SIZE VARIES O.H NO C SEE SHT. FOR INIMUM 28% O T TO NUMBER OF REQ OLUMNS BFq/y FFO gCCOwgeCF SPAN 3 1/2" SLAB ATTACHME MAY BE USED NOTE: NO SPLICE AT EX IOR POSTS WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRE CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "A" ATTACHED SING T E TI N ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL„ CGT ATTACHMENT TO - �, H OF STRUCT SUPPORTING BEAM. O.H. URE VARIES O.H SPAN "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. BEAM NO BEAM SPLICE AT POST SPAN/ BEAM - SEE TABLES EXTERIOR POSTS. SE F -r, C//�0 FOR POST SPACING M. POSTS, SIZE VARIES x NOr r0 3 1/2" SLAB At BEAM ' N MAY BE USED CpIyABCSSp� TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C" FREESTANDING W/ CANTILEVER OPTION ROOF ATTACHMENT OVERHANG, SEE DETAIL A, B & C, OR WOOD, OR ROOF PANEL SEE TABLES SHEET 8 ANFNGTy OF CONCRETE SHEET 4 FOR ROOF SH STRU WALL SEE PANEL HANGER 8 6BEAM ATTACHMENT TO MIN. 0.25" SLOPE PER FT. TNFPRO F i oNs Ty Fs SHEET 8 O. . "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE. POA/1/ SPgN� BEAM - SEE TABLES N EXTERIOR PIOSTS. SFF TgB�ECE AT S7- SI/1fG FOR POST SPACING = O. POSTS, SIZE VARIES H. NOrr SEE SHT: 11 FOR MINIMUM OFBO25 I�JMBER OF REQUIRED COLUMNSALLOW BlS 31/2" SLAB ATTACHMENT spq MAY BE USED WHERE PERMITTED. SEE TABLES NOTE: EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING BEAM. — C "O.H." NOT TO EXCEED 25% OF ROOF PANEL ALLOWABLE SPAN SEE DETAIL 11, SHEET 12✓ FOR MANDATORY SPLICE. NO BEAM SPLICE AT EXTERIOR POSTS. POSTS, SIZE VARIES — 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES FOOTINGS SEE TABLES MIN. 0.25" SLOPE PER FT BFA POS SP's/ SFF ra�.gC�h �C BEAM - SEE TABLES FOR POST SPACING NOrr�ll OF BFA Act01VABLE IIpgN W NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION - -W o rn CV Z w m co 2 � C) �o W UJ > — Q Z C3 C3 C3 0 Co Cn L6 CD C/) O CV Q�pFESS 1(� Co S5885 OF CAL\FOS 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRUMON 4 STEL JOB # 161071 DATE 03-0316 DRAWN BY AT CHECKED GM SOLID PANEL STRUCTURES SH- 1 1 OF 50 SHEETS V ' _ t 0 r 14 +- OPEN LATTICE STRUCTURES RAFTER, SEE TABLES •. .• y ��"•�OSTSpggq'G Fk/ST/NG - WALL @VR OR IZO/VG - ROOF OVERHANG, MAX, O.H. 25% OF RAFTER O.H. Mqk SEE DETAIL A,138 C ALLOWABLE SHEET B. .2— 11, SPAN . f I �' q@CF N G Z � F SpgN � • t y.• , 1 oR6op. z4 • • \A ^ MANDATORY BEAM SPICE- SEE 4f • • ' y y ,DETAIL 11,SHEET 12Iw '» �G0 G � e..' LENGTH OF STRUCTURE VARIES NO BEAM SPLICE AT \per 60 It 2 4 EXTERIOR POSTS , 3`\O O Mqk POST CROSS-SECTION; SEE POST DETAIL, fF.r�t LENGTH OFSTRUCTUREVARIES� EXTERIOR POSTS J eCFS NG µ , r: l; 3 172' SLAB MAY BE USED _ po@ SFFTq@CFS/NG POST. WITH SIDE PLAT S ' TABLESG, COMPONTENT UNLESS OTHERWISE SHOWN. SEE SHT. 11 FOR MINIM M _ MAY NOT BE COVERED. OS Sp qNi �L e NUMBER OF REDUI '*COLUMNS ' SFF Spq 1 3 1/2' SLAB ATTACHMENT s - r •- +" ' p OST Sp .. MAYBE USED WHERE - PERMITTED. NOTE: EACH COMPONENT IS INTERS + ' • - SFFT OgC/ � I cr'_ SEE TABLES R. CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. - ' S FOOTING WHERE REQUIRED,^ - :� �• "NOTE: THIS OPEN LATTICE -TYPE STRUCTURE . ,M , � �'`• SEE TABLES < e ' Z t• MAY NOT BE COVERED. `� .,. TYPE."E" ATTACHED SINGLE SPAN --LATTICE STRUCTURE RAFTER, SEE TABLE - f l' V .. • - r ,. FOR SIZE • - • • AND SPACING •' _ ' MAX. O.H. . 2 , 25% OF RAFTER S^OrM4{ ALLOWABLE pOs OAF < SPAN ' ?4 • LENGTH OF STRUCTURE VARIES � OP ' �G = MANDATORY. BEAM SPICE - SEE - DETAIL ll -,SHEET 12 _ NO BEAM SPLICE AT I POST CROSS -SECT] EXTERIOR POSTS 1C, _ SEE POST DETAI 3 1/2' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- p0 TO CONSTRAIN CHANGEABLE WITH ANY OTHER sF STsp FOOTING, SEE COMPONTENT UNLESS OTHERWISE SHOWN.` TABLES NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. FOOTING SEE TABLES TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE t J 1 r WALL LEDGER OR • F fp4 �FX/STj^ ROOF OVERHANG, {�} G@(/k'SEE DETAIL A,B 8 C }ei„1 SHEET 8.. ... ." • e "'IRAFTER, SEE TABLE r yy; C MAX CH O.H 257. OF RAFTER , WALL LE ?SpOWAB , `C OV -Ij SPAN Y `MANDATORY BEAM SPICE-SEE\GROG DETAIL 11; SHEET 12 NO BEAM SPLICE AT --- 0�6 24 ,• f -:1 y ~ Al EXTERIOR POSTS 3�,. • (dJ3 r O�� q� a !�j".Z < s .: LENGTH OF STRUCTURE VARIES - • HSG j ` `-3 ' -. - . a-,..7, @may +' POST WITH'SIDE�LATES + 7 O@T S/'q - 'd SEE SHT., 11 FOR'MINIMUM r F FT qCj^, NUMBER OF REDUIRED *3 i. r' q@SFS G COLUMNS NOTE: EACH COMPONENT IS INTER- oS,Ma - 3112' SLAB ATTACHMENT, : t _ CHANGEABL`•E WITH ANY OTHER t" a .r SF TSpqqN/ MAYBE USED WHERE-'.'.' COMPONTENT UNLESS OTHERWISE SHOWN. FTq@�G/NG I` PERMITTED.; ° FS SEE TABLES.' " NOTE: THIS OPEN LATTICE -TYPE STRUCTURE MAY NOT BE COVERED. • ' - .- FOOTING WHERE REQUIRED, SEE TABLES �- - _ •i - '� r STYPE "F" ATTACHED. MULTISPAN LATTICE STRUCTURE. RAFTER, SEE TABLE r r t xt FOR SIZE ' AND SPACING _ ^ ' MAX. O.H.. O.H 25% OF RAFTER ' ALLOWABLE Opp OVF i •. .• y ��"•�OSTSpggq'G - , 1 oR6op. z4 \A 4f s � O t'F � e..' LENGTH OF STRUCTURE VARIES G It / MANDATORY BEAM SPICE - SEE— EE DETAIL 11, SHEET 12 p DETAIL 1" POST CROSS-SECTION; SEE POST DETAIL, NO BEAM SPLICE AT S OST FFTgSpgC/ EXTERIOR POSTS J eCFS NG ` • , 3 172' SLAB MAY BE USED NOTE: EACH COMPONENT IS INTER- po@ SFFTq@CFS/NG TO CONSTRAIN SEE CHANGEABLE WITH ANY OTHER' TABLESG, COMPONTENT UNLESS OTHERWISE SHOWN. NOTE: THIS OPEN LATTICE -TYPE STRUCTURE FOOTING SEE TABLES MAY NOT BE COVERED. ,. e ''=`TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE C17 BUM A F() F "'Aft ' 04 V F2 C- N CD LCAr 2 c:) y.. CD ,- U. Z L S Q C) co CO L0 s' i ' � CO `p r �® CV F. `i - CT) ` - Q�OFESS Iq1�� - 2 c S 5885. OF CAOIF_ 7. 03-11-16 4 '•i °DURALUM ' ' a IAPMO 0195'1 AHJ APPROVAL _ r rA1 REVISIONS-_' r` MARK DATE - - DESCR PTION STEL JOB # q . 16-1071 D TE 16 P��" 4,B& l Fp T\ AT •EH6EGKE R ® L GM CONSTRUCT I� ` - OPEN LATTICE' WRUCTURES _w '..20F50SHEETS-' "' , 4 a 5 0 6 0 7 0 8 SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/130 MPH EXP. B & C 24" TRI "V" PAN 2 �2, I 12" x 3 1/2" W PANEL 6" / 8" x 2 Y" FLAT PAN .50 0=.117'09R CI,S. -j 7T � I .67 ,77• .1 5' 180' I -I .43 .45" (ALL UNMARKED RADII ,06R) 3' 0' T- (SEE TABLE .70' .25'� .65' 1.1 5' BELOW) .282' r36" 2. 7- F.31 T= (SEE TABLE BELOW 45' 1 .7'. .65' TYP. .433' FI�2.0' 1.3' l.3' .433' 1.92'--i .7 ' F---1.92'-� .75' F --t.92' 5.25' 12.0' A0'/8.00' ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 50 24" TRI -"V" PAN - 0.88 0.83 0.75 0.60 24"x2Y"x0.018"0.85 0.80 0.65 0.65 LUSL PANELT 110 MPH SPAN 120 MPH SPAN 130 MPflEXP.0 EXP.B EXP.0 EXP.B EXP.0 EXP.B 13,_9" 13,_9" (IN.) .020(l) 10'-3" 10'3" 10'3" 10'-3" 10'-3" .018 11'-1" 11'-2" 10'-7" 10'-7" 9'-11" 15'-3" 15'-3" 9'-0" B'-6" 8'-7 8'-1 8'-212,_3" .024 12,_3" 12,_3" 12,_3, 12,_3" 12_3 10 .024 12'-7" 12' 12'-0' 10 10'x" 9'-9" 9.9, 9 _2• 9 _3• 8'-7" 032 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 032 14'-9" 14'-9" 14'-0" 14'-1" 3'-3" 1'3'-3- 12' 8" 12'-1" 12'-1" 11'-2' 11'-3" 101-8" oao 8,,4„ 8'-4" 8'4" 8,-4" 8,4" 8,A" 018 16'-8" 16'-9" 15'-9" 16'-0" 15'-0' 11,_3„ 7'-9" 7'-5" 7'-5" V-2" 7'-2" 6'-10" .020(l) 10,_1" 10,_1" 10,_1" 10,_1" 10,_1" 10,_1• 20 .024 9'-6" 9'' 9'-0" 9'-1" 8' 8' 12'-6" 8 8 8-4" 8'-5" 8'-1" 8'-1' 7'-9" 024 12,_1„ 12,_1„ 12,_1" 72,_1" 12,_1" 12,_1" .032 10' 9" 10' 9" 10' 3" 10'x" 9' W-10- 20 14'-8" 10'-9" 10'-3" 10'-4" 9'-8" 9'-9" 9'-s" .032 7'-3" 7,_3" 7'-3" 7'-3" 7,_3„ 7'-3" .018 12'-9' 12'-9" 12'-4" 12'-0" 11'-7" 16'-3" 16'-3" 7'-8" 7'-4" 7' 4" 7'-1" 7'-1" 6'-10" .040 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 25 .024 14.7 14.7, 13.8• 14.1" 13.2" 11,_1" 8'-8" 8' 4" 6'-5" 8'-1" 8'-1" T-9„ .020(1) 9,_B., 9,_8„ 9,_B. 9,_B. 9,_B„ y,$, .032 9'-3" 9'-5" 8'-11" 9'-0" 8'-6- 12'-0" 12'-0" 10' 6" 10'-2" 10'-2" 9'-7" 9'-8" 9'-2" .024 6'-7" 6'-7" 6'-7" 6'-7" 6'-7" 6,-7" .018 10'-7" 10'-8" 10'-2' 10'-3" 9'-s" 25 13,_2„ 7'-3" 7.O" 7'-0" 6'-9" 6.10" 6.7. .032 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 30 .024 12'-7" 12'-8" 12'-2" 12'-3" 1 V-6" 14,_2" 14,_2" 8'-3" 8'-0" 8'-0" 7'-9" 7'-9" 040 9,_1. 91_1. 9,_1. 9,_1. r.032 14'x" 14'-2" 13'-7" 13'-8" 13'-0" 10'-6" 9'-10" 9'-6" 9'-6" 9'-1' 9'-2" 8'-10" TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 50 12"x3XV0.020" - 0.88 0.83 0.75 0.60 24"x2Y"x0.018"0.85 0.80 0.65 0.65 24"x2Y2"x0.024" 0.90 0.88 0.70 0.65 24"xZW4.032" 0.90 0.88 - - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE. NOTE:PANELFASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET 4 FOOTNOTE: "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING CD cD CD Lri - Z Lunco o rn Cod LIJ LL1 a < Z to co O O O N rn Q�pFCID ESS Iq�l S5 85 - - 1 of CAL�FO� 03-11-16 DURALUM IAPM0 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRUMON 4 STEL JOB # 16.1071 DATE 03-09-16 DRAWN BY AT CHECKED GM PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS t. 12"x 3 1/2" W PANEL LUSL PANELT (IN.) 110 MPH SPAN 120 MPH SPAN 130 MPH SPAN EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP.0 13,_9" 13,_8" 13,_9" 13,_9" 13,_9" 13,_9" .020(l) 12' 0" 11'-1" 11'-2" 10'-7" 10'-7" 9'-11" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15-3- .024 13'-2" 12'-7" 12' 12'-0' 10 17'.7" 17,_7" 17,_7, I T 7" 17,_7, 032 14'-9" 14'-9" 14'-0" 14'-1" 3'-3" 1'3'-3- 19'-7" 19'-7" 19'-7" 19'-7" 19'-7" oao > 16'-8" 16'-9" 15'-9" 16'-0" 15'-0' 11,_3„ 11,_3" 11,_3" 11'_3" 11'_3" 11,_3" .020(l) 10'-1" 9'-6" 9'' 9'-0" 9'-1" 8' 8' 12'-6" 12'-6" 12'x" 12' 6" 12'-6" 12'-6" 024 11 _2„ 10' 9" 10' 9" 10' 3" 10'x" 9' W-10- 20 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" .032 13'-3" 12'-9' 12'-9" 12'-4" 12'-0" 11'-7" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" .040 15-1" 14.7 14.7, 13.8• 14.1" 13.2" 11,_1" 11,_1" 11,_1„ 11,_1• .020(1) 9'-10" 9'-3" 9'-5" 8'-11" 9'-0" 8'-6- 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" .024 11'-0" 10'-7" 10'-8" 10'-2' 10'-3" 9'-s" 25 13,_2„ 13,_2• 13,_2" 13,_2"13,_2„ 13,_2• .032 13'-1" 12'-7" 12'-8" 12'-2" 12'-3" 1 V-6" 14,_2" 14,_2" 14,_2" 14,_2" 14,_2" 14,_2„ 040 14'x" 14'-2" 13'-7" 13'-8" 13'-0" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 020(1) 9'-2" a'-9" 8'-11" 8'-5" 8'-6" W-2" 11,_3„ 11,_3"11,_3" 11,_3" 11,_3„ 11,_3„ .024 10'-2" 9'-7" 9'-9" V_r 30 12'-6" 12'-6" 12'x" 12' 6" 12'-6" 12'-6" 032 IZ-6- 13'-4" 13'-4" 13' 4" 13'-0" 13'-4" 13'-4" .040 14'-2" 13'-8" 13'-6" 13'-0" 13'-3" 12'-6" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" 9'-1" .020(1) 8'-3" 8'-1" 8'-1" 7'-10" 7'-10" 7'-6- 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" .024 9'-5" 9'-1" 9'-1" 8'-10" 8'-10" B'-7" 40 11'-4" 11'-0" 1 V-4" 11'-4" 11'A" 111-4" .032 11,_3" 11,_1• 11'-0" 10,_7„ 10'-8" 10,_3" 12,_2" 12,_2, 12,_2„ 12,_2„ 12,_2" 12,_2" .D40 020(1) 8'-2" 8'-2" 8'-2" 8'-2" 8'-2' 8'-2" 7'-1" 7'-1" 7'-1" 6'-11" 6'-11" 6-9- -9" 9,_2„ 9' 9, 2„ 9,_2" 9,_2„ 9,_2. 9,_2. .024 8'-0" 7'-10" 7'-10" 7'-8" 7' 8" 7' 6" s0 10'_7" 10,_7" 10,_7" 10,_7, 10,_7, 10'-T' 032 W-7" 9'-7' 9'-7" 9'-3" 9'-5" 8'-11" 11 _34"1r-03" 11,_3" 11,_3" 11,3" 11,_3„.040 11'-10" 10'-10" 10'-7" 10'-9" 10'-0" CD cD CD Lri - Z Lunco o rn Cod LIJ LL1 a < Z to co O O O N rn Q�pFCID ESS Iq�l S5 85 - - 1 of CAL�FO� 03-11-16 DURALUM IAPM0 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRUMON 4 STEL JOB # 16.1071 DATE 03-09-16 DRAWN BY AT CHECKED GM PANEL SPANS TRI -V, W -PANEL & FLAT PAN SH -3 3 OF 50 SHEETS t. s 0 e 0 2 3 0 4 0 5 6 7 B HEADER BEAM TYPES - - - --_ GUTTER - ExT. CLIP r_ SPLICE WHERE SPLICE OCCURS I WHERE I SPLICE R n OCCURS 1 WHERE I I I 4 ccuRs II II 4.0" I 0.065" 0.075„ I 3.0" 0.070' I TYP. II II I 2.04" I TYP. I I I I I I 6.5" ROLLFORM GUTTER FASCIA MAG BEAM A ALUM. ALLOY B ALUM. ALLOY 3004-H36 6063-T6 .042"/ 6.5' 0.032" TYR F-2.0"MAX--f--2.0"---I 10 D BL_ 2"x6.5"x0.042" ALUM. ALLOY 3004-H36 OR EQUAL J DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL T=12 OR 14 GA. ASTM A653 SS GRADE 50 6 „ G60 0 .042" TYP. jL___j 1 I-----3.0"-- F --MAX. 3.0"--I DBL. 3"x8"0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"0.042" BEAM - W/ DBL. 12 GA. STL. INSERT U ALUM. ALLOY 3004-H36 OR EQUAL NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. C 4" I -BEAM ALUM. ALLOY 6063-T6 D4.5" MAG GUTTER ALUM. ALLOY 6063-T6 T=12 GA. ASTM A653 SS GRADE 50 G60-\ 3.0" .032" ALUM. 10. 3" 3" SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL �EASTM A653 SS GRADE 50 G60 0.625" 13 INSERTT=0.125'WHERE ALUM. ICCURS ALLOY 6063-T6 7 0.110" TYP. .75 (F) 7" I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ (2) "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE 'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7" I -BEAM. I NOTE: 2.875' EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT - 3"x8"0.042" BEAM EACH INTERIOR COLUMN WHERE 3 W/ 14 GA. STL. INSERT- OR MORE COLUMS OCCUR. DO NOT �3.0"-M -i 1-3.0"-'I�--^►�-3.0"� M CUT FLANGES AT END COLUMNS. ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM K ALUM. ALLOY 3004-H36 L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES 3.0 .032" ALUM. I I II @�ALUNA LUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST LOY 3004-H36C ALUM. ALLOY 3004-H36 ^ WITH SIDEPLATES HEIGHT LIMITED TO 3" SQ. STEEL POST ((D ALUM. ALLOY 3004-H36 10'-0" MAXIMUM. FASTM GRADE 50 CP60 OR EQUAL 0.075' TYP. E MAG POST ALUM.ALLOY 6063-T6 =3"SQ.xt=0.188" T=12 OR =3"SQ.xt=0.250" IH 14 GA. =4"SQ.xt=0.188" ASTM 7.875" A653 SS GRADE! G60 0.625" 13 INSERTT=0.125'WHERE ALUM. ICCURS ALLOY 6063-T6 7 0.110" TYP. .75 (F) 7" I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H W/ (2) "C" INSERTS ALUM. ALLOY 6063-T6 NOTE: WHERE 'C' INSERT OCCURS AS SHOWN IN SPAN TABLES, IT SHALL BE INSTALLED THE FULL LENGTH OF THE 7" I -BEAM. I NOTE: 2.875' EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT - 3"x8"0.042" BEAM EACH INTERIOR COLUMN WHERE 3 W/ 14 GA. STL. INSERT- OR MORE COLUMS OCCUR. DO NOT �3.0"-M -i 1-3.0"-'I�--^►�-3.0"� M CUT FLANGES AT END COLUMNS. ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM K ALUM. ALLOY 3004-H36 L ALUM. ALLOY 3004-H36 W/ 12 GA. STL. INSERT OR EQUAL OR EQUAL N ASTM A653 GRADE 50 G60 NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED THE FULL LENGTH OF THE 3"x8" BEAM. COLUMN / POST TYPES 3.0 .032" ALUM. I I II @�ALUNA LUM POST 3" SQ. ALUM. POST 3" SQ. ALUM. POST LOY 3004-H36C ALUM. ALLOY 3004-H36 ^ WITH SIDEPLATES HEIGHT LIMITED TO 3" SQ. STEEL POST ((D ALUM. ALLOY 3004-H36 10'-0" MAXIMUM. FASTM GRADE 50 CP60 OR EQUAL 0.075' TYP. E MAG POST ALUM.ALLOY 6063-T6 SQ. STEEL POST ASTM A500 GRADE B 0 Z _C4 N c0 LO tZ Lu V � C) Ww LU > - Q Z Lo co CD O o ' CV rn Q�fESS Irk co S5885 OF CAl\F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DAIS DESCRUMON 4 STEL JOB # 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS k =3"SQ.xt=0.188" =3"SQ.xt=0.250" IH =3"SQ.xt=0.313" =4"SQ.xt=0.188" =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B 0 Z _C4 N c0 LO tZ Lu V � C) Ww LU > - Q Z Lo co CD O o ' CV rn Q�fESS Irk co S5885 OF CAl\F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DAIS DESCRUMON 4 STEL JOB # 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM HEADER BEAM TYPES, COLUMN / POST TYPES SH -7 7 OF 50 SHEETS k H „ t A34 FRAMING ANGLE SEE TABLE 2 FASTENERS, SEE TABLE 3 R.F. OR EXT. HANGER CHANNEL, 2X OR 3X RAFTER BRACKET v 0 \ EXIST. RAFTERS AT t EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS EXIST. FASCIA BOARD \ L�� NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL COVER EXISTING EAVEAV 2X FULL DEPTH 2"x6" FULL OR 2"x8" NOTCHED DETAIL A OR B, SITE-SPECIFIC ENGINEERING IS LOADS OPENING PROJECTION WOOD SCAB, TO BEAM REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 2"x8" FULL OR 2"x10" NOTCHED WHERE OCCURS, o SEE TABLE 1 STUD WALL FRAMING WHERE ONE OR MORE OF THE 10, 20 psf > 8' > 18' SEE TABLE 2 40 FOLLOWING CONDITIONS OCCUR: 30, 40 & 50 psf > 6' > 14' 2"x6" FULL OR 2"x8" NOTCHED 2 ALUM. PANEL OR-/ \ EXIST. RAFTERS AT 3x ALUM. RAFTER I_ ,' 24" O.C. AT ROOF EXIST. FASCIA BOARD \ L�� OVERHANG ALLOWABLEALLOWABLE PROD• EXISTING EAVEAV 2X FULL DEPTH 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 255 WOOD SCAB, TO BEAM OVERHANG 2"x8" FULL OR 2"x10" NOTCHED WHERE OCCURS, o SEE TABLE 1 (24" MAX.) 2"x6" FULL OR 2"x8" NOTCHED SEE TABLE 2 A EAVE CONNECTION ^ L EXISTING ROOF OVERHANG DESIGN LOADS' RDL = 3 psf (MIN) TO 8 psF (MAX) RLL = 20, 25, 3 30, 40, & 50 psf 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS TABLE 1 0 4 O 5 o 6 0 0 8 COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG 10 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 20 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 255 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 30 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 40 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED 550 2" x 4" FULL 2" x 6" NOTCHED 2"x6" FULL OR 2"x8" NOTCHED 2"x8" FULL OR 2"x10" NOTCHED LEDGER OR WALL HANGER )R L 1 1/4" 3/16' STEEL NOTE' BRACKET CAN BE 8" 0 1/4"0 HOLES,TYP. LOCATED ANYWHERE ON EAVE. O NOTE: PROVIDE WATER 0 TYP• BRACKET PROTECTION, METAL FLASHING AT EVERY 2x CAUCK JOINTS AND SLOPE O C TO DRAIN (OPTIONAL) EXISTING EAVE ALLOWABLE PROJ. TO BEAM OVERHANG SEE TABLE (24" MAX.) 2x6 OR 2x8 LEDGER RAFTER (3}#14x3 1/2" W. A NOTE' PLACE 'SIKA FLEX' OR SIMILAR �_ NOTE: BRACKET MAY BE MATERIAL BETWEEN BRACKET AND MOUNTED BELOW RAFTER COMP. SHINGLE ROOFING TO PROVIDE SEAL W/ SAME CONNECTION'S. C ALTERNATE EAVE CONNECTION NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS WITH A 10 psf MAXIMUM DESIGN LOAD. TABLE 2 TYPE AND NUMBER OF FASTENERS REQUIRED AT ROOF PANEL OR RAFTER CONNECTED TO EXISTING ROOF OVERHANG ABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER NUMBER AND TYPE LUSL OF FASTENERS lo Y2' 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) 21 O N O r 'V N CO Ltd ? LU rn M rn W � LU LL W > — QZ Lam() O O O cf) O co ' N Cn /Q�pf ESS 1�! S5885 -OF 03-11-16 20 S ATS4B O.C. CSONSTRONG-BOLT OL2 DURALUM IAPMO 0195 25 1z' 0 SIMPSON- STRONG -BOLT 2 ` SS AT 48' O.C. (a,b) AHJAPPROVAL 30 S ATS36 SO.C.STRONG-BOLT O 2 40 ia' 0 SIMPSON STRONG -BOLT 2 SS AT 36' O.C. (a,b) 50 1z' 0 SIMPSON STRONG -BOLT 2 SS AT 24' O.C. (a,b) 26'-0" MAXIMUM PROJECTION 26'-0" 26'-0" (A) - SIMPSON A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPS❑N A34 FRAMING ANCHORS, EACH SIDE, USING • SD9112 SCREWS DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL WITH 2x FULL WIND SPEED (MPH) AND EXPOSURE 110, B 110,C 120,13 120,C 130,13 130,C 26'-0" 26'-0" 26'-0" 25'-2" 25-4" 20'-7" Of 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" o m WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) WIND SPEED (EXP. B & C) 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 5 (A) (A) ,(A) (A) „(A) (A) (A). (A) (A) (A) (A) (A) (A) (A) (A). (A) (A) (A) 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 26'-0" 26'-0" 26'-0" 25'-2" 25'-4" 2'-7" 7' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 266'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" (C) (C) (C) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 9' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) 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) 26'-0" 26'-0" 26'-0" 25-2" 25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 26'-0" 26'-0" 26'-0" 26'4" 26'-0" 26'4" TABLE 3 C (E) TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA ABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER NUMBER AND TYPE LUSL OF FASTENERS lo Y2' 0 SIMPSON STRONG -BOLT 2 SS AT 48' O.C. (a,b) 21 O N O r 'V N CO Ltd ? LU rn M rn W � LU LL W > — QZ Lam() O O O cf) O co ' N Cn /Q�pf ESS 1�! S5885 -OF 03-11-16 20 S ATS4B O.C. CSONSTRONG-BOLT OL2 DURALUM IAPMO 0195 25 1z' 0 SIMPSON- STRONG -BOLT 2 ` SS AT 48' O.C. (a,b) AHJAPPROVAL 30 S ATS36 SO.C.STRONG-BOLT O 2 40 ia' 0 SIMPSON STRONG -BOLT 2 SS AT 36' O.C. (a,b) 50 1z' 0 SIMPSON STRONG -BOLT 2 SS AT 24' O.C. (a,b) 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" OR LEDGER TO EXISTING WOOD STUD WALL FRAMING FOOTNOTES TO TABLES 3 & 4: 16'-0" 10'-10" 16'-0" 16'-0" 10'-10" 10'-10" 16'-0" 9'-2" 16'-0" 9'-3" 16'-0" - (C) - (2) )4' DIAMETER LAG SCEWS (D) - VDIAMETER LAG SCREW (E) - -Y4' DIAMETER LAG SCREW a, EMBED ANCHOR 3' MINIMUM INT❑ CONCRETE WALL AND INSTALL IN ACCORDANCE REVISIONS """" DATEDESCRFfION 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" WITH ESR -3037 26'-0" 15'-6" 19'-6" 26'-0" 8'-11" 26'-0" 15'-6" 19'-6" 26'-0" 8'-11 " 26'-0" 15' 6" 19'-6" 26'-0" 8'-11" 26'-0" 15'-6" 19'-6" 26'-0" 8'-11" 26'-0" 15'-6" 19'-6" 26'-0" 8'-11" 26'-0" 15'-6" 19'-6" 26'-0" 8'-11" >- Qx m ~ 5' 6' 7' 8' 10 PSF L.L. WIND SPEED (EXP. B & C) 110 120 130 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) 20 PSF L.L. WIND SPEED (EXP. B & C) 110 120 130 (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) 25 PSF S.L. WIND SPEED (EXP. B & C) 110 120 130 (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) 30 PSF S.L. WIND SPEED (EXP. B & C) 110 120 130 (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 40 PSF S.L. WIND SPEED (EXP. B & C) 110 120 130 (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 PSF S.L. WIND SPEEDTy (EXP. B & C) 110 120 130 (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) b, USE 3' SQ,xY4' STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD Cl LEDGER AGAINST EXISTING BUILD CONCRETE WALL. c, WHERE ROOF PANEL RAIL A F) e OCCURS, USE Y2DIAMETER OR LAG SCREW IN LIEU OF (2) )Y4' DIAMETER LAG SCREWS,CHECKED DATE_ STEL JO # •1 1s ton ^ ,TAE p r 03-0&16 x � � I , I AT GM BY 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 9' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) CONNECTION DETAILS 11' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 20'-9" 12' (C) (C) (C) (D) (D) I (D) I (D) (D) (D) (D) I (D) (D) (E) (E) (E) I (E) (E) (E) SH -8 8 OF 50 SHEETS 2 7 a 8 A tl L U C r0 u n r - - - - HANGER CHANNELS AND MOUNTING BRACKETS i ZCD Wo �_� = CV 2 W�� h- Q c3i W > — Q Z OO 07 QRpFESS 10�� o S 5885 OF, 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB If 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS FASTENERS, SEE TABLE 3,SHEET 4 T -'OGD" TYP,-1r- 1 2.740 FASTENERS, .078 1.50" SEE TABLE 3 SHEET 8 300" " T=.060" N ALUM. 3004-H36 o .06 .63 .25"R •05' FASTENERS o 3' 1.5 " .202" FASTENERS, SEE TABLE 3 SHEET 8 - I 6" t= 0.04" .010"x90" _ (2) DIA. SEE SHEET 4 0 " O 563" 04 M .281" .200' 2 5" 2 � FASTENERS < CONTINUOUS A- RAIL ROOF PANEL 3 (WHERE OCCURS) O + " ri SHEET 8 SEE TABLE 3 u~i 3' .060" FASTENERS, w SEE SHEET4 ALUM.ALLOY FASTENERS, �--1.880" SEE TABLE 3, SHEET 4 1.75 6063-T6 ALUM.ALLOY ALUM. ALLOY 6063-T6 ALUM.ALLOY 6063-T6 6063-T6 ROLL O OHANOGERED O EXTRUDED HANGER /CONNECTION OC I.R. HANGER "H" BRACKET I NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. (3) %Z'f?1 LAG SCREWS 1 1/2" 10# L.L =(2)#14 SMS EA. SIDE 20#,25#,30# L.L.=(3)#14 SMS EA. SIDE BEAM SPLICE TO #14 SDS, 40#,50# L.L.=(4)#14 SMS EA. SIDE OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ` 3 PER SIDE V I POST. NOT PERMITTED PLUG WHERE J 1" 3/4' OR 1 1/2" @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE J Q — PER SIDE i 2" 6 1/2" OR SMS MAY 5 5" #1 BE 3I x USE AS 5" MIN. 3" x 8" ALUM. 35" 3.5" ALTERNATE TO RAFTER 1/4"0 BOLTS 3.5" 3.5" 4E�ACH 3 3"x8" ALUM.-- 3/4" OR 1 1/2" —-------- 5„ 5„ 8" BEAM X 1.. HEADER U -BRACKET 1❑OR �2 LLJ EXISTING WOOD STUD FRAMINGSEE NOTES ` 3"x8" ALUM. E) STUCCO BELOW I 6 1/2"SIDEPLATE EA. 2 X' (E) STUCCO RAFTER x 3-1/2" LAG SCREWS L.L.=10 psf SIDE SEE POST SCHED. 0 x 3-1/2" LAG SCREWS L.L.=20, 25 and 30 psf #14 SMS EA. SIDE PENETRATION BRACKET 2 EACH 5/8"0 x 3-1/2" LAG SCREWS L.L.=40 and 50 psf TOP, MID HEIGHT (2" MIN. PENETRATION INTO EXISTING WOOD STUD) AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES NOTE: LENGTH OF LAG SCREW SHALL PROVIDE THREADED PORTION OF SHANK COMPLETE NOTE: USE LEDGER WHERE RAFTER SPACING PENETRATION INTO EXISTING CORNER STUD. EXCEEDS EXISTING STUD SPACING. SEE TABLE 3 SHEET 8. SEE LATERAL FORCE RESISTING SYSTEM, SHEET 11 HEADER BRACKET 2 RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 11/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" 2E RAFTER- BOLT CONNECTIO DOUBLE #8 S.M.S. EACH SIDE LATTICE 1 1/2" OR 2" ALUMINUM MEMBER WITH EXISTING SHEATHING WOOD FILL OR DBL. 3'xB'x0.042 BEAM NOMINAL LEDGER OR DBL. 2'x6.5'x0.032'/0.042' ALTERNATE: (NEW OR EXISTING) BEAM 4-#14 S.M.S. EACH SEE NOTE, DETAIL B, RAFTER TO COL. SHEET 8 0 CONNECT. (8 -TOT.) 2"x6.5" OR 3"x8" RAFTER X ❑ w - 0 0 ALTERNATE: 1/2" BOLT w a.s t6" ALTERNATE: �? �, FASTNERS, SEE TABLE 3, �� SHEET 8 ACCESS (2)- #14 S.M.S. EACH RAFTER HOLES TO COLUMN CONNECTION c INSTALL 6 — #14 3"x 3'STL.POST (24") ° ALTERNATE: INSERT ATTACHED OR X_(2)-2x6.5"OR (4 -TOTAL) LA r X �4 3' SQ. P❑ST LONG SDS 2 EACH 3"x 3'STL.POST CN (2)-3"x8"HEADER FOR FREESTANDINGOLUM ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER ,� EXISTING HEADER T❑ COLUMN (2)-1/2"BOLT ALTERNATE: 1" STUCCO OR EQUAL (2 FASTENERS 3"x3"x0.024" (1) - 1/2" BOLT OR 2.5" PENE. INTO EACH WOOD STUD PER 2"x 6.5" SIDEPLATE CONNECTOR (2)- #14 S.M.S. EACH RAFTER C❑NNECTI❑N) DBL. RAFTER / DBL. HEADER CONN. O STUB COLUMN TO DOUBLE HEADER CONN. O EXIST. STUCCO / LEDGER O DOUBLE HEADER TO O ATTACHMENT DETAIL COLUMN DETAIL i ZCD Wo �_� = CV 2 W�� h- Q c3i W > — Q Z OO 07 QRpFESS 10�� o S 5885 OF, 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE DESCRIPTION 4 STEL JOB If 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS 6 0 7 0 8 -COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS 0 TABLE 1 - TABLE 2 2 ATTACHED ONLY ATTACHED AND "T"BRACKET @3"SQ.POST ' FOOTING & ANC HORBOLTS FREESTANDING W/ (4)414 SMS EA. SIDE OF POST _ ALTERNATE FTG. OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH POST POST POST TYPE B,C,D, OR E. SINGLE POSTS CUBE SIZE SQ. 18' DEEP • CUBE FTG. FOOTING SIZE EMBED. BOLTS 1 - � STEEL."T" BRACKET OR 9" SQ. 18" 18" SQ. 12" (2}3/8"0 STRONG -BOLT 2 SS - EA. BRACKET TO SLAB.' - 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. (1%" MIN. EMBEDMENT) —11 SLAB SHALL BE IN GOOD CONDITION FOR SIZE 31/2" MIN. SEE FOOTING IN BEAM SPAN TABLE EXISTING SLAB O ATTACHED COVERS ONLY O BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K. SEE TABLE 1 d OE • ' .Q G •. v POURED CONCRETE FOOTING SEE TABLES QU. - POSTS TO CONC. FOOTING ATTACHED COVERS ONLY ,r-22- CUBED (1) (2)�8"0 17/8' 20" 21" SO. 12' 23° & 24" CUBED (1) (2)-112'0 1 3114 22" 25" SQ. 16" 24" 28" SQ. 20" 25' - 30- CUBED (2) (4)-1%2.0 - 31/4", 26" 32" SQ. 23" 3 -- 34° CUBED (2) - (4}sis 0 4" 28" 35" SQ. 25" 30' 39" SQ. 28" 35' - 39- CUBED (2) (4}3/4'0 4 3/4" 32" 43" SQ. 30" 34" 47" SQ. 32" 40" - 42• CUBED (2) (4}3/4"0 43/4. 36" 51" SQ. 34" NOTE: BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) '1. 1) MAY USE EITHER STEEL T BRACKET OR ALTERNATE FREESTANDING BASE PLATE. x FREESTANDING 2) REQUIRES USE OFALTERNATE BASEPLATE. 38" 55" SO. 37" 40" 60" SO. 39" 42" 64" SO. 41° 44" 69" SQ. 43• CUBE FoonNGwi3,rrsu6 t ALUM. ALLOY 3.00" OR 6063-T6 �" 2.40 j 1.37511 0 0 7511 1.60" 1.50 .09011 TYP. INSTALL 1Y2" x 1y2" x YB" HDG WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE %" DIAMETER SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) ALUM IITII BRACKET 87/16"0 HOI FOR 3/8" A ASTM A500 GRADE B INSTALL 1Y2" x 1Y2" x Ye" HDG WASHER PLATE AT ANCHORS .157" TYP__ USE FOR W OR 4" STEEL POSTS q 2- 5/16"0 NOTE: CONCRETE ANCHORS ARE SHOWN IN TABLE 1 STEEL IITII BRACKET 2 FLANGES 2 1/8" APART BASE FLARES TO 3"WIDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE + y+STEEL POST ONLY: ' USE POST TYPE I -� F. G, H. 1.JORK i I \ FOOTING OF' OR'FO 12" MIN. EMBD. I j E= -LI i i mwRUJ , u - W Z (1)-1/2"OM.B. F : x9" LONG, 1" FROM END•�; rbc LU LU W OF POST Z J . OURESQUARE/sEE FTG. CONCRETE SCHEDULE IN BEAM 1FOOTING SPAN TABLES OSQUARE -P ST.EMBED. `— INTO FOOTING (3)-3/4"0 B FOR POST TYPE F, G, H, 1, (4)- SS316 3/4"0 STRONG -BOLT 2 SS STEEL PER ICC -ES ESR -3037 (4 3/4" EMBEDMENT DEPTH) INSERT TO BASE PLATE 3/16" POST INSERT I 1 9" SQ. X 5/8" THK. THK. BASE PLATE Ij (ASTM A500 GRADE B STEEL) 1 Y4" I 6 Y" 11 WELDED STEEL BASE PLATE ALTERNATE FREESTANDING BASE PLATE ANCHOR 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL 2 �CV • CV (.O Lo 'Z ILLI rnc-) V W Urn i ��LL V w>- aZLo o � r- • CE -D) ,.,:) A Ncli M , rn� t, Q�pfESSI� S 5885= ` OF ) 03-11'-16 '- w DURALUM IAPMO 0195 AHJ APPROVAL - r REVISIONS - MARK DATE DES0111M L B 16-1071 AA JA 63-09,6 N B AT '"►UCTI GM C�UMN PPOST S RFACE TING EMBEDME TAILS SH - 10 10 OF 50 SHEETS um AM 6 0 7 0 8 V C r LATERAL FORCE RESISTING SYSTEM (LFRS)FOR ATTACHED COVERS ¢F JBEAM SPLICE TO m3 E +� OCCUR DIRECTLY OVER 5/8" 0 PLASTIC 120 MPH. POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE I 5„ .5^ #14 SMS MAY EXP. C BE USE AS 2 2 2 3 3 ALTERNATE TO 6' 2 3 3 3 3 4 1/4"0 BOLTS 2 3 3 4 3 4 3.5" 3 3 3 4 4 5 9' I 5" 8" BEAM 4 4 4 5 ¢F 2"X6.5"X0.032" SIDE PLATES m3 E 110 MPH 120 MPH. 130 MPH EXP. BTEX—P.0 LUI)4N EXP. B EXP. C EXP. B EXP. C 5' 2 2 2 3 3 3 6' 2 3 3 3 3 4 7' 2 3 3 4 3 4 8' 3 3 3 4 4 5 9' 3 4 4 4 4 5 10' 3 4 4 5 5 6 11' 4 4 4 5 5 6 12' 4 5 5 6 5 7 13' 4 5 5 6 6 7 ¢= D - 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. B EXP. C EXP, B EXP, C EXP. B EXP. C 5' 2 2 2 2 2 3 6' 2 2 2 3 3 3 7' 2 3 3 3 3 4 8' 2 3 3 4 3 4 9' 3 3 3 4 4 5 10' 3 4 4 4 4 5 11' 3 4 4 5 5 6 12' 3 4 4 5 5 5 13' 4 5 4 1 6 5 7 NOTE: 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. I ❑a OR MSEE NOTES BELOW I I 6 1/2" SIDEPLATE EA. SIDE SEE POST SCHEID #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.032" 3" SQ. X.032" + (2)-2" x 6 1/2" x 0.042" 1❑ W/ (6)-#14 S.M.S. EACH SIDE. M W/ (8)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. BEAM TO POST CONNECTION 21 ALTERNATE FOR SOLID -ROOFED ATTACHED COVERS WHERE MINIMUM NUMBER OF REQUIRED COLUMNS (SHOWN AT LEFT) ARE NOT SPECIFIED ROLL -FORMED OR INSULATED ROOF PANEL TERLOCKING SEAMS, TYP.--\., WALL NGER F (E) STRUCTURE ROOF PLAN FASTENERS, #14 SMS 2 32' O.C. —T 4 4 MIN. PER EACH JOINT LL -FORMED #14 SMS 2 32' D.C. MAX. IRP (4 MIN, PER PANEL INTERLOCK) OLL-FORMED PANEL ALUMINUM SKINS IRP TOP B BOTT. 0.024' ROLL -FORMED PANEL INSULATED ROOF PANEL 2 INTERLOCKING SEAM INTERLOCKING JOINT ION, P SEE SHEET 4 ROOF HANGER 2 N V N co Lo LLJ m M Z �< 0') O i �wLL_ V >o Q O O — CD c o N QRpFESS1 co S5815 OF CAi_\F 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS "ARK DATE DESCRIPTION 4 STEL JOB # 161071 DATE 030316 DRAWN BY AT CHECKED GM LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS ESH 11 OF 50 SHEETS 1 C LUI)4N 1 3"x "x0.0 2" / (2) 2"x675'xOO42-F-11 ES. SE AN C LU N 2 PE SP N T BLE 2��O O O� GO O� PROJEC ROOF PANEL ATTACHMENT LENGTH L ROOF PLAN FASTENERS, #14 SMS 2 32' O.C. —T 4 4 MIN. PER EACH JOINT LL -FORMED #14 SMS 2 32' D.C. MAX. IRP (4 MIN, PER PANEL INTERLOCK) OLL-FORMED PANEL ALUMINUM SKINS IRP TOP B BOTT. 0.024' ROLL -FORMED PANEL INSULATED ROOF PANEL 2 INTERLOCKING SEAM INTERLOCKING JOINT ION, P SEE SHEET 4 ROOF HANGER 2 N V N co Lo LLJ m M Z �< 0') O i �wLL_ V >o Q O O — CD c o N QRpFESS1 co S5815 OF CAi_\F 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS "ARK DATE DESCRIPTION 4 STEL JOB # 161071 DATE 030316 DRAWN BY AT CHECKED GM LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS ESH 11 OF 50 SHEETS A n V u t BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS ' SPLICE DETAILS 11 BEAM TO POST'.''DETAIE 12 BEAM TO POST DETAILS . 1 SIMPLE SPLICE FULL MOMENT 3" p-rioNAL DECORATIVE FASCIA 9" 1 3" �� 1"1" 24" 8".11111-` (WOOD, ALUM. OR HARDBORD ) (2)#10 S.M.S.@ EA. ` ° I VALLEY, TYP. #10SMS _ - SO. POST (8 -TOTAL] 'EACH SIDE OF 3' (8 TOT- II #12 S.M.S. II ALTERNATE: 1/4'0 BOLT W/ WASHER TYP. THICKNESS =.035 6.38" (24 TO TYP THICKNESS =.035" EA sIDE of 3• SQ. POST �I II O + + + ++ ++ + ++ w 50i 2 Ll ALUM. ALLOY 3004-H36 ° I I - ALUM. ALLOY 3004-1136 w + 1 1D" OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED --==tT I O NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR ' I I i �iso IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS i pt 3"sD:aosr SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTCHI-BEAMFLANGE ' . I -BEAM ALUM ALLOY AS NEEDED TO CLEAR NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I s..I SQ. POST,CONNECT WEB 3„_STL. C -BEAM TO POST W/ (2) - 5/8"0 TOTAL= (8}1/2"0 BOLTS THRU-BOLTS @ 4" I-BEAM,YY x T (SM.S. EACH SIDE OF 3' SQ POST i AND (3) - 5/8" 0 THRU BOLTS OST (B TOTAL 3 SPLICE WHERE 4n OCCURS .070" TYP." I l. ALUM.ALLOY 4 6063-T6 4" I -BEAM MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAYBE USED. I. s SPLICE WHERE OCCURS 11" TYR ' o ALUM.ALLOY 6 6063-T6 1'-0" - 1.00 Q 2.00" 0 _ o O O O O 0 0 T-0" 16" 1 " MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAYBE USED. I. s SPLICE WHERE OCCURS 11" TYR ' o ALUM.ALLOY 6 6063-T6 1'-0" @ Tl -BEAMS ' O O 0 0 T-0" ALTERNATE: 1/4'0 BOLT W/ WASHER 16" 1 EA. SIDE OF 3' SO. POST r fit I IrGUTTER FASCIA '- 3- SO. POST i MAG BEAM OR .240' .. y 3•SQ. STL. BEAM H - BRACKET TO POST 14 RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 &'30 psf 3" x 8"rx .042" BEAM, ROOF LIVE AND -SNOW LOADS 3" SQ. STEEL OR MAG BEAM. MOMENT C -SPLICE NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAYBE USED. I. s SPLICE WHERE OCCURS 11" TYR ' o ALUM.ALLOY 6 6063-T6 "L" FASTENERS 1'-0" 1,15' O 4.1 1 ' O O 0 0 T-0" 12 - #14 SDS 16" 1 "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6-#14 SDS T-0" 12 - #14 SDS FASTENER SPACING FASTENER TO FASCIA - SEE TABLE FASTENER TO RAFTER TAILS - SEE TABLE OPTIONAL LATTICE TUBES 914 x 1/2" S M.S. TOP AT OVERHANG (6)-#114 SDS @ EA. SIDE & BOTT. (2}TOT.s TOP ;& BOTT. TOT.=24 ul 0 � 00 ROOF PANEL _ _ o o C FASTENGROUP ER 6 1/2" ' I ROLLFORMED OR _000 i EXTRUDED GUTTER k ALUM. BRACKET X / 3"X YALUM. OR #14 S.M.S. @12"0.c. STEEL, POST \ �FAscw 6 1/2" 7" I -BEAM � R 2" 1" ^L" SEE TABLE MOMENT C -SPLICE 1 %" SQ. OR 2" LATTICE TUBE P1 2"x3" LATTICE TUBE P2 LATTICE TUBE TO RAFTER 16 "U" BRACKET - RAFTER TO BEAM 17 ° 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER ALUM. ALLOY 3105-H25 7 1.50 1.50" 28" �-1 211 I 211 " ° } . .018" -. 8 ALUM. ALLOY 3105-H25 .28" 3" 211 — X018 #8 x 2 "SMS, 2 1/2" 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN., " TO 6"O.C. MAX. 1 (6) - #14x %4"TEK SCREWS BRACKET TO RAFTER (6) - 914x %4" TEK SCREWS BRACKET TO BEAM I t = .040" @ 6063-T CITY UILDI AR 1�/2' MIN. ��R I 0 O ' PATE �'`' — 0 — N CoCD LC) Z LLJmcy) 1 'LL- w QZLLo O O �. co CD ch 1 QRpFESS I� S 5885._ OF Cq1 \FOS 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS + MARK DATE DESCRPfION ATE JO 16-1071 I ilk DlQE S D3-09-16 �x- N AT @DRI /CTICAl GM BEAM TO POS & B1'LATTICE TUBE FO TION DETAILS SH - 12 12 OF 50 SHEETS m o 0 V7 A W N D m - � 1 o 1 � c D EXISTING WALL 1 I Z m CJ1 A V 1 1 V O Cn A w v 1 CO OD V O V1 � I CO CO V 1 Z CT 0 � o -' co ao V rn 0 O 0 �; c SUITE 200 � o � m r 00 m � � MISSION VIEJO, CA 92691 N D .-. � m � � °� `- j,. '; O K E:- F V W N m iz - w � D —i Z O -n D m w V W m ami -xI D N O = a vmo v A Z O W m Z z o Z -0 D N cn n O O Oo C O o [� � � � J� 22 0 o m Z m O G) m m -.-� m m 0 GG) z m z p D m o D C T T D Z N o D W 0) m = n N T SO N z D c r m a Z G) Z D N D (/� � ZW x �� Z m r > o N ^ U J o m m o � ; y m z U) Ca D D �'� 1 2 mz' 0 c — m n D m v G) N m Z r -� 0— 0O co W N D > D '_N co m 0W zD r - m m D a Zo �o �0 D m- �7 Cn Z �� y 0 r l i D Z /��' V J n Ci _M z zC N X Dc M �7 Z 2 p 1 + - rZ v o � u = r zm ? D Z my �Z Z m DN r z a V7 A W N D m O � 1 1 1 � A W p� 1 I V m CJ1 A V 1 1 V O Cn A w 1 CO OD V O V1 � I CO CO V O CT 0 � o -' co ao V rn 0 0 �; c SUITE 200 � o � m r m � � MISSION VIEJO, CA 92691 N D � � °� `- j,. '; O OD V W N D Z m w V W N O O � v A Z O W m Z z Z -0 Z � N —• O O Oo � � � o rme.aiiwa mmw.:w.r.m�mu immw:+owr..wmn�m..auww-wwoom.imawxwna�oouurnsuw�w�.wuu�u.wwam.raw.v�.w.w. s..ulu Homo.=.r�., m _Ob z D m rn � D LZ ?9 z ;o 0W m O u r D REGIS,, �T 1 _ �Ze0�ACERO, pp D p C o o . w o ��ENG/NEEF�/NG N � o 0 0 �; c SUITE 200 � o � m � � MISSION VIEJO, CA 92691 N D � °� `- j,. '; 949.305.1150 FAX 949.305.1420 U' spmJL rme.aiiwa mmw.:w.r.m�mu immw:+owr..wmn�m..auww-wwoom.imawxwna�oouurnsuw�w�.wuu�u.wwam.raw.v�.w.w. s..ulu Homo.=.r�., A H L r u n I BEAM TYPES FOR ATTACHED & FREESTANDING SOLID COVERS ATTACHED & 10 PSF LIVE FREESTANDING SOLID COVERS LOAD - 110,120,130 MPH - EXP. B & C 1.52° A 6.5" ROLLFORM 61" 1.79"rER XT. CUP ExT. cuv = ^^ LL O r T_ SPACINGMAX.COL SPACING ON SLAB (2),(3) r CC o m- o F ATTACHED SOLID FREESTANDING SOLID F' ~ �3 m 1- 'I 6.5" 2.57" 0.73 .038' 2.08" j SPLICE or-CURI I I II 0.075" II 3.0' TYP. I I i WSPLICEHERE occuRS 4.0" 0.070" TYP. SPLICE Y17 WHERE I OCCURS I -�I I I 4.6" " 0.065" I i TYp. I 2. i i - - - - - - - - - T-12 GA. ASTM A653SS GRADE 50 G60 3.0" .032" ALUM. I I- I----3.0"� I MAX POST FTG. SPACING IN. SPAN ( ) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING ) (IN. (SPAN) (1) MIN. POST TYPE 13'-7" 5 11'-9" 18 11'-9" 20 B 11'-9" 26 11'-4" 28 G , 5 6' 11, 4 6, 10,91. B -4 G 9 -8 7 10'-0"0.9" 191 10'-0" 21 B 10'-0"0 26 9'-s" 27 G 7 6.5" ROLLFORM A ALUM. ALLOY 6063-T6 MAG BEAM B ALUM. ALLOY 6063-T6 4" I -BEAM C ALUM. ALLOY 6063-T6 4.5" MAG GUTTER D 4 ALUM. ALLOY 6063 T6 " 3' SQ.x0.032" ALUM. BEAM W/ 12 GA. STL. "U" CHANNEL E ASTM A653 SS GRADE 50 G60 .1 Vi LL O !� 8'-6" 8' g'-4" 19 g'-4" 22 B 9'-4" 26 9'-1" 26 G , 8 7._7.. 9' 8'-10" 20 $'-1 O" 22 B 8'-10" 27 8'-7" 26 G 9' I 7 0.3 " SPLICE r�.,zs WHERE ALUM. OccURs ALLor 6063.76 6'-9" 10' 8'-6" 20 8'-6" 23 B 8'-6" 27 8'-1" 27 (� 10' 6'-2" 11' 8'-1" 21 8'-1" 23 C 8'-1" 27 T-9" 28 G 11' 5'-8" 12' 7'-8" 2.1 7'-6" 24 C 7'-8" 28 28 G 12, 6.656" 7.0" 8.0" 0.110" .042" 6.5 .032° 6.5° 0.042" TYp. Typ,Typ. Typ, x-0.375" I 1I I- I I 1I I- I I_ 1.75" I- 2.0"�M T2AX..o"-I F-2.0"- I --M 72.0"- I 1-3.0°--- I o' DBL. 2x655.042" DBL. 2"x6.5x0.032" 3"x8"x0.042" BEAM %1 7" I -BEAM I � K = Q" O r MAX.COL. SPACING ON SLAB (2) (3) If o m ATTACHED SOLID FREESTANDING SOLID >- ¢ _ j o m3 uf MAX.FOST FTG. SPACING (IN.) (SPAN) (1) MIN• POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13�-T" 5• 11'-9"1'-7" 121 B 11'- 0'-10" 229 G 5 ' 11'-4" 6 10'-9" 19 10'-7" 22 B 10'-9" 27 10'-0" 28 G , 6 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY OR EQUAL OR EQUAL OR EQUAL 6063-T6 9'-S" 7' 10'-0" 20 9'-10' 22 B 10'-0" 27 9'-3" 28 G 7, W/ (1) "C" INSERT ALUM. ALLOY 25" 6063-T6 %1 W/(2)..C,.INSERTS ALUM. ALLOY �'� R 6063-T6 r=u OR ASTM 14 GA. A65355 NOTE: WHERE'C' SPLICE OCCURS AS SHOWN IN 8.0" 7'875° ASTM A653 SS G60 E 8.0.. SPAN TABLES, IT SHALL BE INSTALLED THE 0.042" GRADE so TO FULL LENGTH OF THE 7' 1 -BEAM. TYP. G6o .04P2" J � r 8,_6„ 81 9-4 20 9'-2" 23 B 9-4 26 8'-8" 27 G $, 7. 7.. 9' 8'-108'-8" 223 B 8-108'-2" 228 G 9' 6'-9" 10' 8'-6" 21 8'-3" 24 B 8'-6" 27 7'-9" 28 G , 10 6'-2" 11' 8'-1" 21 7'-10' 24 B 8'-1 ' 27 7'-6" 29 G 11' 5'-8" 12' 7'-8 7'-7" 225 `�' 7'-8'7'-2" 230 G 12' J10.625" ��_4.0"�__4.0"�` 3.0° 3.0" 2.875" 3.0' 3.0" MAX. MAX. DBL. 3x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM �L %1 W/ 14 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT = MAX.COL. SPACING ON SLAB (2),(3) ¢= o m3 ATTACHED SOLID FREESTANDING SOLID C= p m MAX•POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE 13'-7" 5' 11'-9" 20 11'-2" 22 B 11'-7" 2 10'-6" 0 ALUM. -ALLOOR EQUAL 4-H36 ISI ASTM A653 GRADE 50 G60 ASTM A653 GRADE 50 G60 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM FOOTNOTE: SAMPLE" N W/ 12 GA. STL. INSERT W/ DBL. 12 GA. STL. INSERT FIGURE INDICATES ASTM A653 GRADE 50 G60 P ASTM A653 GRADE 50 G60 EXPOSURE B FIGURE INDICATES NOTE: WHERE 12 AND 14 GA. STEEL INSERTS EXPOSURE C OCCUR AS SHOWN IN THE SPAN TABLES, NOTE: WHERE 12 AND 14 GA. STEEL INSERTS OCCUR AS THEY SHALL BE INSTALLED THE FULL LENGTH SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. OF THE 3•x6' BEAM. THE FULL LENGTH OF THE 3"xB" BEAM. FOOTNOTES TO ALL SPAN TABLES: _ - - __1. FOOTING SHOWN REPRESENTS LENGTH OF 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE 3. THE SLAB SHALL BE A MINIMUM 10'-0" WIDE BY THE EACH EACH SIDE AND DEPTH OF CUBED FOOTING, SEE SHEET 10J THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS COLUMN MAXIMUM COLUMN SPACING MEASURED AT THE COLUMN WHERE SLAB OCCURS, CUBED FOOTING SIZE OR THE MAXIMUM POST SPACING SHOWN FOR THE SELECTED AND SHALL NOT CONTAIN ANY CRACKING FOR 25 & 30 psf. MAYBE REDUCED BY 6" FOR FREESTANDING ONLY. BEAM. WHERE 2 PSF INSULATED ROOF PANELS THE DISTANCE FROM COLUMN TO SLAB EDGE SHALL BE O M r- U) Q 11'-4" 6 10'-9" 20 10'-2" 23 B 10'-7" 2. I , 110'-0" 9 -8 7' 21 9'-6" 23 B 9'-9" 28 8'-10' 129 G , 8,-6„ 8' 8'-10" 9.-4"---K22 B 9'-2" 27 $'-3" 129 d- lj 61 R T-7' 9, 8'-10" 8'-4" B 8'-8" 27 7'-10' 2�3' T� 9 6'-9 „ 10' 8'-6" $'-0" 25 B 8'-3" 28- 7'-6" 30 _ -G- , 6'-2" 11' 8'-1" 23 7'-7" 25 B C 7'-10" 29 7'-2" 31 G , 11 - -' OCCUR AT 10 & 20 psf INSTALLATIONS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MINIMUM. MAXIMUM COLUMN SPACING ON EXISITNG SLAB. r 5'_8" 12' T-8„ 23 7'-1" 25 C 7'_7 29 6'-9" 31111 G 12' 2 � WCDD N W co Ln rn o 2 W �W� W > - Q Z CD Ln co O LC) CD cf) o N �t rn �9Q�ypFEss Ip s S5885 - 1 OF CAl\F� . 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL Imo- REVISIONS - I mn"n -TE DESCRPTIDN 45 L #p i1 1 161071 TsSAFETY DEP 03-0916 AT B D AT I&RAtIUCTION GM BYBEAM TYPES F R 1 FREE G SOLID COVERS SH - 14 14 OF 50 SHEETS 6 7 O 6 r e u r r n s 0 ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 1 MAG BEAM o C 4" I -BEAMS 4G GUTTER 3" SQ. ALUM. W/ 12 GA. STL."U" CHANNEL 7" I -BEAM F E a ATTACHEDSOLID FREESTANDINGSOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOL/D MAX.COL. SPACING 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 FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAX.POST FTG. MIN. j p ^=^ ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m C (2), (3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (�) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE z C 13'-7" 5' 10'-4" 17 B 9'-6" 25 G 13'-7" 19 g 12' 4" 27 G 13'-3" 19 B 12'-2" 27 G 13'4" 19 g 12'-1 27 G 23' 4" 22 E 21'-3" 31 G 5, O 10'�l" 19 9'-2" 26 13'-7" 21 12'-1" 28 13'-3" 21 11'-9" 28 12'-3" 20 1'-10" 28 23' 4" 25 20'-8" 33 6' 9'-9" 8 g 8'-10" 24 12'-9" 19 B 11'-8" 26 G 12'-2" 19 B 11'-6" 26 12'-7" 19 B 11'-6" 26 G 22'-0" 23 E 20'-0" 30 G 6, -1290 9'-9" 20 8'-8" 26 G 12'-9" 22 11' 4" 28 12'-2" 21 11'-2" 28 G 11'-3" 21 11' O" 28 22'-0" 26 19'-6" 32 � 9,_8„ �, 9'-3"9,-3" 121 B 8'-6"8,-3" 226 G 20 12,_ 1„2 J B 11'-10�-9" 227 G 111-3" 222 B 10,101,- ,-7" 227 G 12'-0"0 221 B 11'-0"0,-2" 227 Cj 20'-10'-10' 24 E 19'-0"8,-7" 332 G 7, 0 -2" 1'-3" -4" J 8'-6" - 8 8'-10" 19 g 8'-2" 25 G 11'-8" 21 C 10'-7" 27 G 10'-7" 20 B 10'-4" 27 G 11'-6" 21 C 10'-6" 27 G 20'-1" 25 E 18'-2" 31 G , 8 8'-10" 21 7'-10" 25 11'-8" 23 10'-4" 27 10'-7" 23 10'-2" 27 22 27 20'-1" 28 --17'-9" 31 �,_�„ 9' 8'-7" 19 B 7'-9" 26 G 11'-1" 21 C 110'-2" 28 G 10'-0" 20 B 10'-0" 27 G 11'-0" 21 C 10'-1" 28 G 19'-2" 25 E 17'-6'7-1" 332 G 9' � 8'-7" 22 7'-7" 26 11'-1" 24 1--10'-0'- 27 10'-O" 23 9'-7" 27 9'-2" 22 B 9'-0" 27 19'-2" 28 3 6, 9„ 1 �, 8'-3"8,-3" 222 B 7'-7'7 227 10'-6 224 9'-109'-7" 228 9'-6"9,-6" 223 9'-6"9,-2" 228 G 10' 4'$,-9" 223 C 91 918'-7" 227 C7 18'-;"8 229 E 6'-106'-6" 332 H 10' -4" G 0'-6" C G C B -3° IIL 6'-2" 11' 8,_0„ , 20 g 7'-4" 27 G 10'-0" 22 C 9'-7" 29 G 9'-1" 21 C 9'-1" 28 G 9'-10" 22 C 9'-6" 29 G 17'-4" 26 E 16'-4" 33 Fi 11' O 8-0 23 7'-2" 28 10'-0" 25 9'-3" 28 9'-1" 24 8'-4" 23 8'-2" 28 17'-4" 29 16'-0" 33 7'-7'7=7" 91 1 C 7-2'7,-0" 228 G 9'-7 „9'-7" 225 E 9'-3"9,-1" 229 8' 8"8'-8" 224 8�-s°8,-4" 228 C7 9' 6118'-0" 223 C 9'-20" 228 16'-B"6,-8" 230 E 16'-05'-7" 333 Fi 12' 0 �7 C l7 � ATTACHEDSOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID >- 1 Z MAX.COL. SPACING � 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 FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. � o Q-, ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m 3 (2) (g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE 13'-7" 5' 10'-4" 18 g 9'-6" 26 G 13'-7" 19 B 12'-4" 28 G 13'-3" 19 g 12'-2" 28 G 13'-4" 19 B 12'-2" 28 G 23' 4" 23 E 21'-3" 33 G 5, O 10'-3" 20 9'-0" 28 13'-4" 22 11'-8" 30 13'-1" 22 11'-6" 30 11'-2" 21 11'-0' 29 23'-1" 27 20'-1" 34 H 0 11'-4., 6, 9'-9"9,-8" 121 B 8'-108'-6" 227 G 223 B 11'-8"1'-1" 229 G 203 12,_ 1„2 a 11'-60'-10" 229 C7 12'-610,-3" 222 � 11 6" 228 G 22'-0" 24 228 E 20'-09'-0" 334 G 6, r 2'-8" 0 H i 9,_8,. �, 9'-3"9,-2" 122 B 8'-6"8,-1" 227 �7 12,_ 1„2 224 B 11'-10�-6" 229 C7 11'- 223 B 10'-10�-3" 229 �j 11'-7'9,-6" 222 B 11'-09'-3" 228 C7 20'-1 0'- 2�'-8" 229 E 19'-0"8,-0" 333 G 7, 0" 11,-1" H J 8'-6" 8' 8'-10" 20 g 8'-2" 25 G 11'-8" 22 C 10'-7" 27 G 10'-7" 21 B 10'-4" 27 G 10'-1 21 g 10'-6" 27 G 6 20'-1" 12 E 18'-2" 31 H 8' 8'-9" 23 7'-8" 27 11'-6" 25 10'-1" 29 10'-4" 24 9'-9" 28 8'-10 23 8'-8" 27 29 17'-3" 33 , „ 7 -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 G 10'-3" 22 C 10'-1" 28 G 19'-2" 27 E 17'-6" 32 H 9 � 8'-6" 23 7'-4" 28 0'-10' 25 9'-8" 28 9'-9" 24 B 9'-3" 28 8'-4" 23 B 8'-2" 28 18'-9" 30 16'-7" 33 6._9„ 10,224 B 7'-7'7,-2" 228 G 10'-6"'-3" 226 C 9'-109,x„ 228 G 9' 61'9'-3" 225 C 9'-6°8,-9" 228 �7 9- 9' 9118'-0" 224 C 87'-9" 228 G 18' 17'-10' 231 E 6'-106'-1" 332 N 10' � 10 B 6'-2" 11' 8'-0" 21 g 7-4" 27 G 0'-0" 23 10'0'9',-g- C 9'-7" 29 G 9'-1" 22 C 9'-1" 28 G 9'-3" 22 9'-3" 28 G 17'-4" 27 E H 11' O T-9" 7-9 24 7'-0" 29 9'-9" 26 9'-1" 29 8'-10" 25 8'-4" 29 7'-6" 2-4-[C- B 7'-6" 29 17'-1" 31 15'-7" 33 7'-7'7,-6" 224 C 7'-2"6,-9" 230 G 9'-7"9,�„ 226 E 230 225 C 8'-8"8,-1" 230 G 8'-1 8'-107'-2" 230 224 C G 16'-8"6,-4" 232 E 16'-0"5,-1" 333 N 12' 8'-9" G s,�„ 6'-10" g ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COI. SPACING F I=- n0ON 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. SLAB m3SPACING INPOST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) [MIN. OST m�(Z)(g)�(SPAN) (1) TYPE (SPAN) (1)TYPE (SPAN)TYPE (SPAN) (1) TYPE (SPAN) (1)TYPE (SPAN)TYPE (SPAN)TYPE (SPAN)TYPE (SPAN) (1)TYPE (SPAN)YPE � 13'-7"4 5' 10'-4" 19 B 9'-3" 28 G 13'-7" 21 B 12'-2" 30 G 13'-3" 21 g 12'-0" 29 G 12'-6" 20 B 12'-0" 29 G 23'-4" 25 E 20'-1 -:---H 5, O 10'-0" 21 8'-8" 29 13'-1" 23 11'-4" 31 12'-7" 23 11'-2" 31 10'-3" 22 10'-1' 30 22'-6" 28 19'-7" 36 J 11'-4„ 6, 9'-9"9,-6" 222 B 8'-9'S,-2" 228 G 12'-9"2 224 B 11'-6"0,-8" 230 12,_1„1'-6" 224 B 11'-110'-7" 230 Cj 11'x'9'-4" 222 B 11'-39'-2" 229 Cj 22'-21'-2" 229 E 19'-8"8'-4" 335 H 6, 'r -4" G I i 9,_8„ 7, 9'-3"9,-0" 2 B 8'-4" 228 G 12'2" 225 B 10 C7 11,_ 1„0'-8" 224 g 10'-80'-0" 230 �7 10'-7" 223 B 10'- 10' 229 (j 20'- 20'-2" 230 E 18'-9'�,-6" 335 H 7, 23 7'-9" 1'-8" C 10'-2" -':'930 8'-7" I J 8'-6" 8' 8'-10" 21 B 8'-0" 26 G 11'-8" 23 C 10'-6" 28 G 10'-7" 22 B 10'-3" 28 G 10'-0" 22 g 9'-10" 28 G 20'-1" 27 E 18'-0" 33 H 8' 8'-7" 24 7'-6" 28 11'-1" 26 9'-9" 30 10'-0" 25 9' 4" 29 8'-2" 23 8'-0" 28 19'-2" 31 16'-9" 34 7-7 „ , 9 8'-7" 22 B 7'-8" 27 G 11'-1" 23 C 28 G 10'-0" 23 B 9'-9" 28 G 9'-4" 22 g 9'-4" 28 G 19'-2" 28 E 17'-3" 32 H 9 LL 8'-3" 24 7'-2" 29 10'-6" 26 9'-4" 29 9' 4" 25 C 8'-10" 29 24 7'-7" 29 18'-1" 31 16'-1" 34 6, 9„ 10, 8'-3" 225 B 7'-6'7 230 G 10'- 9"-10" 227 C 9-8" -9,-1" 230 9-6" -8,-6" 225 g'-3"8,-1" 230 G 8 -107'-0" 224 g 8'-10' 230 G 18'-1'7 232 E 16'-8"5,-7" 334 H 10' 6'-7" I -0" G C -2" 2„ 6'-2" 11' 8'-0111 23 B 7'-3" 29 " G 10'-0" 24 C 9-4" 29 G 9'-1" 24 C 8'-10" 29 G 8'-6" 23 C 8'-6" 29 G 17'-4" 29 E 16'-2" 33 H 11' O 7'-6" 25 C 6-9 31 9'-6" 27 E 8'-9" 31 7'-9" 25 7' 4" 31 6'-4" 24 B 6'-10' 31 16'-4" 33 15'-1" 33 I r 5,-8„ 7'-77,-1" 225 C 7'-1"6,-7" 231 G 9'-7"9-1" 228 E 9'-2"8.-6" 231 8'-8'17'-1" 225 8'-6'6'-9" 231 G 8'-2115'-9" 224 C 8111, 12, G C B 2 N (D0.)� 17 W CID N )2 OM U-aj � � W 0 � w LL W > - QZLoc) O M L 6 N � rn Q�pFESSIq�� S 5885 OF CAI�F� 03-11-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MARK DATE OESCRIPTN)N 4 STEL JOB # 16-1071 DATE 03-09.16 DRAWN BY AT CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -15 15 231 G 16'-8"5,-9" 303 E 15-8'4,-8" 333 H 12' 6'-7" I OF 50 SHEETS 2 � O � W O LO N UO o Lci u� Cy, LU ILL uW>- Z Q LO c:) O O rn QRpFESS Ip�� o S5885 . OF Cpl\F?�, 03=1'1-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS wax ons oescawria+ L JOB # 161071 1 A VATE03-0316 E - /� jRP,V�' B r DEPT. AT CM1 E GM o u t n i ATTACHED &FREESTANDING SOLID COVERS — 10 PSF LIVE LOAD — 110,120,130 MPH — EXP. 6 & C 1 7" I -BEAM 7"1—BEAM G W/ (1) "C" INSERT H W/ (2) "C" INSERTS /;-,\ DBL. DBL. 2"x6.5"x0.042" DBL. 2"x6.5"x0.032" 3x8"x0.042" BEAM OR ' {� 0 ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID', FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID MAX.COL. SPACING 1Q-1=- 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 FTG. MIN. MAX•POST MAX.POST FTG. MIN. j0 ^ 1y ON SLAB m SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST DBL SPACING FBEAMB„(1)TYPE (IN.) POST SPACING SPACING (IN.) POST m 3 (2) (g) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE C 2x6.5xoo32FBEAMB"(1)TYPE z 13'7" -23'-8"34H29'-6"27E26'-2"35I16'-0"22B15'-3"30G2'-10"21B12'-7"29 5'26'9"23 24'-4"32 G29'-6"24 26'-133 H16'-0'20 16'-0"29 E2'x6.5-X0.0k2- 13'-8"1913'2"13'-8" 275, G11'x" 6'25'-3" 24E23' -0"31G 27'-9"25E25'-3"32 G14'7"2014'-7" 28G 12'-6" 19 12'-1" 12'-6" 27 G 6, 25'-3' 27 22'-4" 33 H 27'-9" 28 24'-7" 34 H 14'-7" 23 14'-0" 29 11'-6" 11'-9" 21 B 11'-2" 11'-6" -:-28 � 9'-8" 7' 24'-0" 25 E 21'-9" 32 G 26'-4" 26 E 24'-0" 32 fi 13'-6" 21 C 13'-6" 28 G 11'-2" 11'-7" 20 B 11'-2" 11'-7" 27 G 7, 0 24'-0" 28 21'-3" 33 H 26'-4" 29 23'4" 34 13'-6" 23 13'-0" 29 22 27 8'-6" $' 23'-0" 26 E 32 H 25'-3" 27 E 23'-0" 33 H 12'-8" 21 C 12'-8" 28 G 10'-6" 10'-1 20 B 10'-6" 10'-10" 27 G $, • J 23'-0" 29 20'-3" 32 25'-3" 30 22'-4" 33 12'-8" 24 12'-2" 28 10'-0" 10'-2" 22 9'-9" 10'-0" 27 ui � �� 7-7 o 9 22'-1" 27 E 7 20'-1" 33 24'-3" -w--3 H E 22'-1" 34 H 12'-0" 22 C 12'-0" 29 G 9'-10" 10'-2" 21 C 9'-10" 10'-2" 27 G 9 LL 22'-1" 30 19'-7" 33 24'-3" 31 21'-7" 34 I 12'-0" 24 11'-6" 29 9'-4" 9'-8" 23 B 9'-4" 27 3 6'-9.. 10' 21 231 E 19'-4" 333 H 23'- 23 232 E 21 334 I 11' 4 `14 225 11' p 229 G 9"9 9 -29 223 C 9 -4°8,-9" g 218'-6" 227 G 10' 21' 4" 8'-10 -0 20'-9" C -10" -0 -2" 20'-8" 28 E 18'-9" 34 I 22'-9" 29 E 20'-8" 35 I 10'-10" 22 E 10'-10" 30 G 9'-0" 8'-4" 21 C 9'-0" 8'-4" 28 G 11' Q 20'-8" 31 18'-3" 34 22'-9" 32 20'-2" 35 10'-10" 25 10'-4" 29 8'-7" 8'-4" 23 8'-4" 7'-8" 28 r 1 5._8.. 12' 20'- 20'-1" 232 E 18'-1°7 335 I 22'- 22�-1" 233 E 20'-119-7" 335 J 10'-4"0'-4" 226 E 10'-4" 30 G 8'-7" 7'-8" 21 C 8'-7" 28 G 12' 0 _9 10'-0" 30 8'-2" 7'-8" 23 28 � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID � 4 MAX.COL. SPACING � 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 MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. ~ ~ o ^=^ L.L ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST � m � (2),(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE FBEAMB" r) TYPE FBn, (ui 1) TYPE � c 2'x65.0032' 2x65'x0032' BEAM 13'-7" 5' 26'-9" 24 E 241-4" 34 H 29'-6" 25 E 26'-1 35 I 16'-0" 20 aB 16'-0" 30 G 13'-2" 13'-8" 20 B 13'-2" 13'-8" 29 G ; 5 G O 26'-6" 28 23'-1" 36 I 29'-2" 29 25' 4" 36 K 14'-10 22 14'-7" 31 12'-7" 11'-8" 21 12'-3" 11'-6" 30 r11'x" 6' 25'- 229 E 23'-0" 335 H 27 230 E 25'-23'-10 336 H 14'-713 223 B 14 231 G 12'-11"1 12'-60'-8" 222 B 12'_ 1111 12'-6"0,-6" 229 G 6' 4'-10' I 27'-6" K -8" 113'-4" 6 2 9'-8" 7' 24'-0" 26 E 21'-9" 33 H 26' 4" 27 E 24'-0" 34 H 13'-6" 21 C 13'-6" 29 G 11'-2" 11'-7" 21 B 11'-2" -7 28 G 7, 23'-8" 30 20'-8" 34 I 26'-1" 31 35 I 12'-8" 23 12'-4" 30 10'-8" 10'-0" 23 10'-4" 28 J 8'-6" $' 23'-0" 27 20'-1 32 25'-3" 28 23'-0" 33 H 12'-8" 21 12'-8" 28 10'-6" 10'-1 21 10'-6" MV 2722' -8"31E19' -9"34H25 -0"32E21'-935 I 11'-1024C11'-7"30G10'-0"9'-3"23B9'-9"�28G8�� -7921' 22'-1"2820'-133 24'-3"29 E21' 22'-1" 3412'-0"2212'0" 299'10"22C28"7 G 9' -9"32E1 -0"34H24'-0"33 -0"3511' -2"24C11' -0"299'-4"8'-9"23B 9'-2" 28 6._9.. 10' 21'-4" 232 E 19'-48�� 333 H 23 233 E 21'-4" 334 I 11'-4"0'-8" 225 C 11'-4"0'-4" 229 G 9'-4'9�-0" g -28'-4" 224 C 9'-4" X18'-9" 9 -2 228 G 10' � 21'-1" I 23'-2" B 7'-9" 6'-2" 11' 20'-8" 29 E 18'-9" 34 I 22'-9" 30 E 35 I 22 E 10'-10" 30 G 9'-0" 8'-4" 22 C 9'-0" 8'-4" 28 G 11' Q 20-4 33 17'-9" 34 22'-6" 34 35J 10'-2"2529. 8'-7"248'-4"7'-1"29 �'5'-81.12'20'-19'-10'334E18'31°7-333422'-21'-10'335E9,-1„ 335 10'-4'9,-9" 226 E 330 G 8�-7"81-2" 7 -87'-4" 224 C 8'-7"8.-0" 7 -8'6'7" 28 G 12' ,f ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID Z SPACING D9 � ~ 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 MAX.POST FTG. MIN. MAX.POST MAX.POST FTG. MIN. _ � o ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING SPACING FB" (IN.) POST SPACING SPACING FOR 3"x8" (IN.) POST m � (2).(3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (1 TYPE TYPE (1) TYPE � 2'x65'x0032' BEAM 2x65. 0032' 13'-7" 5' 26'-9" 26 E 24'-0" 35 I 29'-6" 27 E 26'-4" 36 K 16'-0" 22 B 15'-7" 32 G 13'-2" 20 B 13'-2" 13'-0" 27 G 5' Q 25'-9" 29 22'-4" 37 K 28'-6" 30 24'-8" 38 13'-8" 24 13'-4" 32 12'-7" 10'-9" 22 12'-3" 10'-7" 29 11'-4" 6' 25'-3" 27 E 22'-7" 35 I 27'-9" 28 E 24'-1 36 I 14'-7" 22 B 14'-3" 31 G 12'-1" 12'-0"- 21 B 12'-1" 1'-10" 27 G 6, C� r- 30 21'-1" 37 K 26'-9" 31 23'-3" 37 K 12'-7" 24 12'-3" 32 11'-6" 10" 23 11'-2" 9'-8" 28 9. 8,. 24'-0" 231 E 21'°0 336 H 26-4- 6 232 E 23'-811 337 I 13-6"1 225 C 13 11 331 Cj 11'-1"0-8 11'-19'-2" 223 B 11'-1"0� 11'-19'-0" 227 G 7' BUILDII 3-1" 1.. K 215'-6" 2 1 K -8" 4 .J AF I 8'-6" $' 23'-0" 29 E 20'-7" 34 H 30 E 22'-8" 35 I 12'-8" 24 C 12'-4" 30 G 10'-6" 10'-4" 22 B 10'-6" 10'-4" 27 G $� 22 -1 32 19'-2" 36 I 24'-4" 33 21'-2" 37 K 10'-10 26 30 10'-0" 8'-7" 24 9'-9" 8'-4" 27 FOIA 9' 22'-1" 29 E 19'-9" 34 H 24'-3" 30 E 21'-9" 34 I 12'-0" 24 C 11'-8" 29 G 9'-10" 9'-9" 23 C 9'-10" 9'-8" 27 G 9' LL 21'-3" 33 18'-6" 35 I 23' 20' 4" 36 K 10'-3" 26 10'-1" 30 9' 4" 24 B 9'-2" 7'-10" 27 6. 9.. 10' 21'- 20,-7" 334 E 19'-1 335 H 23 335 E 21'-; 9'-8" 336 I 11 4 227 (� 11'-19'-7" 230 G 9 4 9'-2" 225 C 9'-4°8' 8.9. 227 G 10' �ATE.— -10' I 22'-8" J 9'-9" 9'-0" 7'-8" -4 4" 7'-2" 6'-2" 11' 20'-8" 31 E 18'-6" 34 I 22'-9" 32 E 20' 4" 35 I 10'-10" 25 E 10'-7" 29 G 9'-0" 8'-4 " 23 C 9'-0" 8'-0" 28 G 11 Q 35 17'-3" 35 J 22'-0" 36 19'-1" 36 J 9' 4" 27 9'-2" 31 8'-7" 7'-4" 25 8'-0" 6'-7" 28 r 5._8.. 12' 20'_1" 9,-3" 335 E 18'-0"6.91. 334 I 22 337 E 19'-9'�8�-6" 335 J 10'-4'9,-0" 227 10'-28'-9" 3 H 8'-T 7 23 8' J 21'-3" E 31 G 8'-2" Al -1 C 2 � O � W O LO N UO o Lci u� Cy, LU ILL uW>- Z Q LO c:) O O rn QRpFESS Ip�� o S5885 . OF Cpl\F?�, 03=1'1-16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS wax ons oescawria+ L JOB # 161071 1 A VATE03-0316 E - /� jRP,V�' B r DEPT. AT CM1 E GM -7`7 71-4"6'-0" 228 -4 SOID ATT CHE D �EESTANDING EAM�V130 SH -16 16 OF 50 SHEETS 6 o 7 0 6 A IS u V C 0 r V n s ATTACHED &FREESTANDING SOLID COVERS - 10 PSF LIVE LOAD - 110,120,130 MPH - EXP. B & C 1 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM M W/ 14 GA. STL. INSERT N W/ 12 GA. STL. INSERT W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT 0 ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } <m Z o MA FTG. N. 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•FOST FTGrmIS. NON SPACING SLAB SPACING(IN) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POSTSPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POSTSPACING (IN.) POST SPACING (IN.) T(2).(3)(SPAN) (1) TYPE (SPAN)TYPE (SPAN) (SPAN) (1)TYPE (SPAN)TYPE (SPAN) (1)TYPE (SPAN)(1) TYPE (SPAN)(1)TYPE(SPAN) (1) TYPE (SPAN)(1)PE F (1)TYPE G 13' 7" 5' 19-3" 21 19'-3" 30 18' 4" 21 18'-4" 30 20'-1" 21 20'-1" 30 G 25'-1 23 E 25'-1 32 H 28'-4" 24 E 27'-8" 35 J 5 z O 18'-1" 23 C 17'-8" 31 G 18' 4" 23 C 17'-8" 31 G 20'-1" 24 C 19' 4" 32 25'-10" 26 4'-10' 34 28'x" 27 27'-0" 37 17'-16'-6" 224 17'-16'-1" 231 16'-9"6'-9" 224 16'-9"6,-2" 231 181-4" 22 225 18'-4"7�-8" 331 �j 23'8" 3 23,_8., 227 E 23'-22.-9" 333 H 25'25'10" 227 E 2524',10" 336 J 6' r 11'-4" 6' C G C G C � 9._8.. 16'-15'-3" 224 16'- 230 15'-15'-7" 224 15'-15'-0" 230 17'-117,-1" 225 E 17'-116'-4" 331 G E 22'-02"1 333 H 24'-0" 4'-0" 228 E 24'- 23'-1" 335 J 7' 7. C 9 5'-0" G C G 1" 0 J 8'-6" 8' 15'-3" 23 15'-3" 30 14'-7" 22 E 14'-7" 29 16'-0" 23 E 16'-0" 30 G E 20'-19 332 fi 22'- 22'-6" 229 E 22'- 211' 334 J 8' 14'-4" 25 E 14'-0" 29 G 14'-7" 25 14'-1" 29 G 16'-O" 26 15'-4" 30 08'-4" -9° 7" cd „ , 9 3 14'-4" 2-32 14'-4" 30 13'-9" 23 13'-9" 30 15'-1" 23 15'-1" 21 G E 19'-4" 33 H 6 21'-2" 352 E 21'-2" 35 J 9' LL- 7 -7 13'-7" 25 E 13'-2" 30 G 13'-9" 26 E 13'-3" 30 G 15'-1" 26 E 14'-6" 30 18'-7" 32 21'-2" 29 20'x" 35 3 13'8" 226 13'-8"2'-7" 330 13'- 226 IT -1 330 14' 227 14'- 231 �j 18'-4" E 18'-4'7 333 f i 20'-120 230 E 20'-119 335 J 10' 6. 9.. 1 �, '-10" E G T-1 " E C7 114'-3" E ;"3, 9„ -8" -4" 11' 13'-1" 24 13'-1" 31 12'-6" 24 12'-6" 31 13'-8" 24 13'-8" G 17'-17'-7" 230 E 17'-76'-10" 333 Fi 19'-219'-2" 230 E 19'-218'-6" 335 � 11' O F6- 12'-3" 26 E [--12'-0" 30 C7 E 12'-0" 30 G 8" 27 E 13'-1" 31", 12'-6'; 227 12'-6"1'-6" 331 12'-0"2.-0" 227 12'-0111'-6" 331 13'-113'-1" 228 13'-'12'-7" 332 C7 16'-96.-9" 230 E 16'-9"6,-2" 334 H � 231 E 18'- ;'7 336 J 12' 0 12' �-9" E C7 E C7 E 118 8��,� 8„ � ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID a SPACING o MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. M11.1• MAX.POST FTG. MIN, MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX•POST FTG. MIN. MAX.POST FTG. MIN. F-~ ^Z^ ON SLAB D m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � of (SPAN) TYPE (SPAN) TYPE (SPAN) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (2) (g) (1) (1) (1) 13'-7" 5' 19'-3" 22 C 19'-3" 32 18'-4" 22 18'3-"-- 31 G 22 C 20'-1" 32 G 25'-1 24 E 25'-1 34 H 28'- " 25 E 27'-8" 35 I 5 O 16-6 24 B 16'-1" 32 G 17'-4" 24 C 17'-0" 33 H 19'-0" -:::2'5 18'-f" 33 H 24'-4" 27 3'-10' 36 K 26'-8" 28 26'-1" 37 K 17'-15'-1" 225 17'-1'4 332 160' 9" 225 16'-9°5,-6" 332 18'-417-4"226 18'-4''7 31G � 3 228 � 23 3 H 229 E 25'- 23'-9" 336 H 6' 6' C 8 G C G 7 -4 C H 22'-3" 125 21 -9" 35 24'-4" J 16'-14'-0" 225 16'-13'-8" 331 15' 226 15'-1'4��.� 331 17'-'16'-1" 226 17'-'15'-8" 332 G 22'-0" 229 E 22'-20'-2" 3 H 24' z2'-7" 229 E 24'- 22'-1" 335 H 7. 7. C �7 14'-8" C G E 0'-8" 34 I J $' 15'-3" 24 E 15'-3" 30 14'-7" 23 14'-7" 29 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'- 3 I -I 22' -IE 230 E 22'-6" 0'-8" 334 H 8' 8'-6" 13'-1" 26 C 12'-9" 30 G 13'-9" 26 E 13'-6" 31 G 27 32 19'-4" 29 8'-10" 34 1' 2" I 9' 14'-4" 24 14'-4" 30 13'-9" 24 13'-9" 30 15'-1" 25 15'-1" 31 G 19'-4" 27 E 19'-4" 32 H 7 E 21'-2" 34 H 9' � 7,_7.. 12'-4" 26 E 12'-1" 30 G 13'-0" 27 E 12'-8" 30 G 14'-2" 27 E 13'-10" 31 H 18'-3" 30 7'-10" 33 -339, 20'-0" 31 19'-6" 34 I 13'-8" 25 13'-8" 31 13'-1" 24 13'-1" 30 G 14'-3" 25 14'-3" 31 H 18'-4" 27 E 18'-4" 33 H 20'-1" 28 E 20'-1" 34 H 10, � 6'-9" 10' 11'-8" 27 E 11'-6" 30 G 12'-4" 27 E 12'-1" 30 H 13'-6" 28 E 13'-2" 31 17'-4" 30 17'-0" 33 19'-0" 31 18'-6" 33 I 11 � 13'-11 227 330 12'-6"1'-9" 228 12'-6'1'-6" 330 G 131 228 E 13'-8"2'-7" 331 H 17'-16'-7" E 17'- 3 H 19'-218'-1" 232 E 19'-217'-8" 334 O 6._2.. �-2" E 11,-0" Fi E H 2'-10" '2N8 16 '-2" 33 r 12'-6'0-8" 227 12'-6"0.-6" 330 12'-0"1'-3" 228 12'-0"1'-1" 330 13'-112-4' 229 E 13'-112,-1" 332 H 16'-95'-10" 231 E 16'-9°5,-6" 333 H 232 E 18'-4"7 334 I 12' 5'-8" 12' -- E I -I E H 118-417'-4" 0„ ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID 2 = = ¢ 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 FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAX.POST FTG. MIN. j o SPACING ON SLAB m 3 SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST m � � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (�) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (ILL 1) TYPE � C (2).(3) Z 13'-7" 5' 18'-4" 23 C 18'-3" 33 H 18'-4" 23 C 0" 33 H 20'-1" 24 C 19'-8" 34 H 25'-1 26 E 25'-3" 36 J 28'-4" 26 E 27'-3" 37 K 5, O 15'-1" 24 B 14'-9" 3 16'-0" 25 B 15'-7" 34 17'-4" 26 17'-1" 35 I 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 16'13'-10" 225 16'-9"3.-6" 33 16'-6'4.-3" 333 G 185'-10' 226 18'-0"5-7" 334 I -I 23'-2�'-6" 229 E 23'-20-1" 336 I 25 230 E 2521-10" 337 J 6' r' 11'-4" 6' C C7 26 C H C K 22'-4" K � 15'-12'-9" 226 15'-6'2'-7" 33� 15'-13'-2" 332 17'-114'-9" 227 16'-8"4'-6" 333 G 22'-0'9.-0" 229 E H 21'-6'$,-7" 3 230 E 23'-E 336 I �� 9._$.. 7. C G 26 C G E H 124 35 20'-9" 0'-3" K 8'-6" 8' 14'-7" 25 E 14'-6" 31 5 ff"� E 14'-3" 31 16'-0" 25 E 15'-7" 32 20'-7" 28 E 20'-1" 34 H 22'-6" 29 E 22'-0" 35 I 8' .J 12'-0" 26 C 11'-9" 31' G 27 C 12'-4" 32 G 28 13'-6" 32 H 17'-9" 30 E 17'-4" 35 I 19'-6" 31 17'-7" 29 19'-0" 35 17'-2" 33 Fi 19'-2" 30 E 9" 34 7._7.. 9' 13'-9" 25 13'-8" 30 H 13'-6" 30H15'-12614'-8" E 10'-7" 31 Fi 31 19'-4"28 H 19'0"2920'-8"34 14'-10" 33 H9' 16'-3" 34 r 5._8.. 27E11'-1"31G27E1-8"31 E 1'-1 331 I -I 12'-0"0,-4" 229 E 11'-8"0.-1" 331 G13' 13'-111 230 E 12'-911 331 16'-9'4.-7" 332 E 34H18'4"32E18'-035I 18'-4'5,-10 333 E 18'-0'S�-7" 334 I 12' 12' 9'-10" 9,-8" -4' -1"28E12' I --I -9"32H16' -9"31E6'-4" (n6'113' -126E13'0"30 H 10'-9"27'10730G 28 E12'9"3014'3"26E14'"3118'-429E18'-0"5'-7"334H20'117332E19'-8"7-1335H10' 11'-7" 31 12'-4" 29 12'-1" 31 H 16'-0" 31 6'-2" 11' 2'-6" -3§28. [112'-0" i Z N r Lo CV -o 2 Cid co � rn L W 0 i ow� V w>— UQ Z lf') O O Lf') CV 0 Q�pFESS I(� � S5885 - - 1 OF CpI�F� 03-11=16 DURALUM IAPMO 0195 AHJAPPROVAI REVISIONS DAIS DESCRIPIgN r 4 STEL JOB q 161071 DATE 03- 0 6 12'-6" 31 H 12'-6" 26 12'-2" 31 13'-8" 27 E 13'-4" 31 17'-7" 29 E 17'-2" 33 Fi 19'-2" 30 E 9" 34 O 10'-3" 28 E 10'-1" 31 10'-10' 28 E 10'-7" 31 Fi 11'-10' 29 11'-7" 31 H 15'-2" 32 14'-10" 33 16'-7" 33 16'-3" 34 r 5._8.. 228 E 1'-1 331 I -I 12'-0"0,-4" 229 E 11'-8"0.-1" 331 H 13'-111 230 E 12'-911 331 16'-9'4.-7" 332 E 16'-6'4,-3" 333 I 18'-4'5,-10 333 E 18'-0'S�-7" 334 I 12' 12' 9'-10" 9,-8" -4' -1" I --I 9-16 DRAWN BY AT CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH -17 17 OF 50 SHEETS