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BPAT2017-0027 General Specificationso G o H o 1 .o• J s� coyAc PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 2, a GENERAL NOTES: DESIGN REQUIREMENTS: GOVERNING CODES WIND SPEED CONVERSION TABLE: CBC / IBC WIND SPEED 1. THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLY WITH THE RESIDENTIAL APPLICATIONS - CRC AND IRC APPENDIX H. CBC AND IBC CHAPTER 16, CBC & 85 MPH 2012/2015 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, 2013/2016 CALIFORNIA BUILDING AND IBC APPENDIX CHAPTER 1. ° RESIDENTIAL CODES, ASCE/SE17-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ROOF LIVE AND SNOW LOADS: 10, 20, 25, 3D, ;D & 50 psF. (SNOW LOADS AT GROUND ' AND THE 2015 ALUMINUM DESIGN MANUAL -ADM. COLUMNS BEARING ON CONCRETE SLAB IS IN LEVEL 25, 30, 40 & 50 psl) ACCORDANCE WITH 2012/2015 IRC AND 2013/2016 CRC SECTION AH1D5.2 FOR 10 psf RESIDENTIAL COMMERCIAL APPLICATIONS - CBC AND IBC CHAPTER 16. CONSTRUCTION AND ACI 318-14 FOR 20,25 AND 30 psf RESIDENTIAL AND COMMERCIAL CONSTRUCTION. ROOF LIVE AND SNOW LOADS: 20, 25, 30, 40 & 50 psf. (SNOW LOADS AT GROUND LEVEL 25, 30, 40 & 50 psf) 2 ' DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ADDITIONAL DESIGN REQUIREMENTS: CBC / IBC WIND SPEED EQUIVALENT CRC / IRC WIND SPEED 110 MPH 85 MPH 120 MPH 93 MPH f 130 MPH 101 MPH ' ETC.) SHALL A CIRCLED AND CLEARLY IDE LNG TA D O,THIS PAGE; 1. TABULATED SPANS FOR SNOW LOADS HAVE BEEN ADJUSTED FOR ROOF APPLICATIONS.' ` SEE CONVERSION METH �' .•,� 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE t 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: 11, 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' AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ° TECHNIQUES, SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER 6. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL 3 7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL B. 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 EXISTING OR NEW CONRETE SLABS. 10.20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL APPLICATIONS AND RESIDENTIAL CARPORTS. y 11. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605.3.1. DESIGN CONSIDERATIONS: 1. - 11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 114 INCH PER FOOT. 12. MINIMUM COVER PROJECTION IS IV. SITE CLASS: D SEISMIC DESIGN CATEGORY: D r MAPPED SPECTRAL RESPONSE COEFFICIENTS: S,= 1.50, S,= 0.6, SOS= 1.0, Sq= 0.50 RESPONSE MODIFICATION FACTOR, R:125 } , _ 7 6. DESIGN ASSUMPTIONS: A. BUILDING HEIGHT OF MAIN STRUCTURE (MEAN ROOF HEIGHT): 20' B. LEAST BUILDING WIDTH OF MAIN STRUCURE: 30' C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE 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 SPECIFI 4\l , O K. - RAFTER AND/OR PANEL SPAN N r 1 C - --- 4 13. MINIMUM SIZE OF EXISTING ROOF OVERHANG IS 50 SQUARE FEET, WHERE COVER IS ATTACHED TO THE TABLES. � - EXISTING OVERHANG. D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE RAL 14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS' AS DEFINED IN ASCE/SEI 7STRUCTU . SITE-SPECIFIC DESIGN LOADS. �4 15. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN E. APPROPRIATE STRUCTURAL DETAILS. n I (� n' C ^' C ASCE/SEI 7. F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY HAVING ENGINEERING FIRM 16. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES; IN JURISDICTION. ACCORDANCE WITH ASCE/SEI 7. ° 17. THE RATIO (HIP), COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), �� SHALL NOT EXCEED ONE (1). SHEET INDEX : �_ 18. THE RATIO (UP). COVER LENGTH (L, FT.) DIVIDED BY THE COVER PROJECTION OR WIDTH (P, FT), SHALL NOT SHEET # SHEET TITLE / DESCRIPTION STRUCTURAL ENGINEERING BE LESS THAN ONE (1). ' ^" ' • } 26030 ACERO SURE 2D0 PHONE: (949) 3DS-1150 CITY MATERIAL SPECIFICATIONS: T-0 ..................TITLE SHEET, DESIGN LOADS, GENERAL NOTES - IwSSIONVIEJO,CA92691 FAX' (749) 305-142D v 5 19. BEAMS SHALL BE SPLICED OVER EACH INTERIOR COLUMN SUPPORT. SN r1..............SOLID PANEL STRUCTURES BUILDIN 20. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED STRUCTURAL ENGINEER WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. SH - 2 -..........OPEN LATTICE STRUCTURES OF RECORD. DUSTIN K ROSEPINK SE BS w 21. CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. S ..... PANEL SPANS TRI -V,' W -PANEL &FLAT PAN - POINT OF CONTACT ANTHONY TRAM H 22. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT: DESIGN LATERAL SOIL BEARING SH_- 4 ............MINIMUM FASTENERS FOR PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SH - 5-6 ........RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS ° TABLE 18062 AND SECTION 1606.3.4. J • 23. EMBEDDED STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B B. Sk11 ' ........HEADER BEAM TYPES, COLUMN / POST TYPES ROLL -FORMED STEEL MEMBERS SHALL CONFORM TO A653 SS GRADE 50 G60. ,,,,,,F,(ISTING SAVE CONNECTION DETAILS DATE �� 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 SH -'9 •• •'•••••HANGER CHANNELS AND MOUNTING BRACKETS - ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. `SH�1�0�„ „QQLUMN / POST SURFACE MOI INT AND FnnTINn FMRFnMFNT DETAILS fi 36. THe POET INCT.N.LED f,N01IORO O"D 114 Ti 11232 CONSTRuG nuN UUUUMEN IS SHALL HE SIMNSI;N STRONG TIE SH -11 ..........LATERAL FORCE RESISTING SYSTEM / MIN. NUMBER OF REQ. COLUMNS 26. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL S_12100 .......BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS ' 27. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH SH:-n13..:..HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS RESIDENTIALTACHED ` H:14..........BEAMTYPESFORATTACHED&FREESTANDINGSOLIDCOVERS 28. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION 1505.2, 14 EXCEPTION 2. !,.SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH -18-20 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF L.L,'110-130 MPH.. WIND SPEED CONVERSION TABLE: SH - 21-23 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPH ® g THE WIND SPEEDS SHOWN IN THIS REPORT ARE BASED ON THE CBC/IBC. SH - 24-27 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH uj z O T FOR USE WITH THE CRC/IRC, DIVIDE THE REQUIRED CRC/IRC WIND SH v-28-30 .....SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH ` cclj SPEED BY 0.6 _ SH - 31.33*..:..SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH IIS tu CSH - 34-36 .' SAW,-TTICE COVERS'ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH - ' � g 0 -EXAMPLE: CRC/IRC WIND SPEED IS 85 MPH. THE COVER CONSTRUCTION - - - ,� � 'o SHALL BE BASED ON 85 MPH =110 MPH. SH - 37-3671, TTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 20 PSF Ll, 110-130 MPH cl= 0 0.6 SH - 39-40 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 25 PSF S.L, 110-130 MPHQ � z ° SH - 4142 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 30 PSF S.L, 110-130 MPH WHERE SNOW LOADS•OCCUR, IT IS THE REPONSIBILITY OF_THE SH - 43-44 .....LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 40 PSF S.L, 110-130 MPH V 2_ SH -45 -46 -LATTICE COVERS ATTACHED_& -FREESTANDING BEAM SPANS, 50 PSF S.L, 110-130 MPH CONTRACTOR FOR THIS POJECT TO VERIFY WITH THE LOCAL V AUTHORITY HAVING JURISDICTION WHERE SNOW DRIFTING AND SH -47 ..........INSULATED ROOF PANEL ATTACHMENT DETAILS r B SLIDING, PER ASCE 7-10, SECTION 7.7 AND 7.8, IS REQUIRED. SEE SH -48 ..........SNOW DRIFT DESIGN SHEETS 49 FOR SPAN REDUCTION FACTORS. ' SH -49 ..........SPAN REDUCTION FACTOR TABLES SH -50 .........ADDITIONAL STATE LICENSURE STAMPS 0 4 CD N LuM M O � u1 Lai Lu j _ .. Q O L f i C O .. N m �9Q�FESS 1(7 co S5885 TF OF CA0F�� 11/14/16 DURA LUM IAPMO 0195 oVAC LA QUINTA & SAFETY DEPT_ ROVED NSTRUCTION LBY REVISIONS 4 STEL JOB # 16- 6 DATE 1v DRAWN BY CHECKED SOLID PANEL E - STRUCTURES a� SH -0 0 OF 50 SHEETS 1 o c ° ATTACHMENT ROOF PANEL SEE TABLES SEE DETAIL A, B & C,. SHEET 4 FOR ROOF SHEET 8 �'�D Sym �F s.TRUCr. PANEL ATTACHMENT TO . E Ty NpTg U, SUPPORTING & BEAM. -� pRO JE TON ° ° SOLID PANEL STRUCTURES OVERHANG, OR WOOD, OR CONCRETE WALL SEE SHEET 8 2 "O.H." NOT TO EXCEED 25% 3 1/2" SLAB : -' i ROOF PANEL SEE TABLES OF ROOF PANEL ./ + I SHEET 4 FOR ROOF PANEL TO CONSTRAIN L ALLOWABLE SPAN !� , SUPPORTING BEAM. SEE DETAIL 11, SHEET 12� FOR MANDATORY SPLICE NO BEAM SPLICE AT p�S SpAN� TSpACI BEAM - SEE TABLES, EXTERIOR POSTS. SEETyg�ESG "`O:H.' NOT TO EXCEED 25% _.. _ POSTS, SIZE VARIES "OF ROOF PANEL - \o yNO 25i Tp SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS86q/y� OF EkC D 3 NO BEAM SPLICE O AT EXTERIOR POSTS. Spam,, SEE SPAN 3 1/2" SLAB ATTACHMENT POSTS, SIZE VARIES MAY BE USED ° WHERE PERMITTED, y NOTE: -NO SPLICEAT EX [OR POSTS SEE TABLES NOTE"_EACH COMPONENT IS INTER - FOOTING WHERE REQUIRED CHANGEABLE WITH ANY OTHER 4 SEE TABLES COMPONTENT UNLESS OTHERWISE SHOWN. 1(P_E"A"n=TT-CHED-SINGL-EaS.PAN_W/_CANTI.L-E_V_EROPTION§ u, 3 1/2" SLAB : -' i ROOF PANEL SEE TABLES MAY BE USED I SHEET 4 FOR ROOF PANEL TO CONSTRAIN L •ATTACHMENTTO , SUPPORTING BEAM. ii .� 0.H i SPAN "`O:H.' NOT TO EXCEED 25% _.. _ "OF ROOF PANEL - ALLOWABLE SPAN SEE DETAIL 11, SHEET 12 FOR MANDATORY SPLICE BEAM NO BEAM SPLICE Sp POST AT EXTERIOR POSTS. Spam,, SEE T, ESA POSTS, SIZE VARIES u, 3 1/2" SLAB : -' MAY BE USED TO CONSTRAIN L = FOOTING, TABLES OF O.H. CENGT y ST RUCTURE V . '4R/ES �- BEAM - SEE TABLES FOR POST SPACING NOT TO of g SCO ASLESpAN FOOTINGS__�?C) SEE TABLESNOTE: EACH COMPONENT IS L 0 CHANGEABLE WITH ANY OTHER INTER- il COMPONTENT UNLESS OTHERWISE SHOWN. it TYPE "C11 FREESTANDING W/ CANTILEVER OPTION ° ROOF PANEL SEE TABLES SHEET 4 FOR ROOF PANEL ATTACHMENT TO SUPPORTING WALL HANGER & BEAM. TO.H." NOT TO EXCEED 25%— OF ROOF PANEL ~�~ ALLOWABLE SPAN SEE DETAIL 11, SHEET 12� FOR R MANDATORY SPLICE. NO BEAM SPLICEAT EXTERIOR POSTS. POSTS, SIZE VARIES SEE SHT. 11 FOR MINIMUM NUMBER OF REQUIRED COLUMNS 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE TABLES FOOTING WHERE REQUIRED SEE TABLES ° ATTACHMENT OVERHANG, SEE DETAIL A, B & C, OR WOOD, OR SHEET 8 �ENGTy O CONCRETE AND SN F S7'% WALL SEE MIN. 0.25" SLOPE PER FT. TIIE pR p T pNS/ES SHEET 8 >'BF TE�S BEAM ALES �PENG FOR POST SPC NG = EX EEDTTp UF SF O10% ALL Am NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "B" ATTACHED MULTISPAN W/ CANTILEVER OPTION 11 1 ROOF PANEL SEE TABLES MIN. 0.25" SLOPE SHEET 4 FOR ROOF PANEL PER FT� ATTACHMENT TO SUPPORTING BEAM. O.H � "O.H." NOT TO EXCEED 25% SFA OF ROOF PANEL ALLOWABLE SPAN J� SEE,DETAIL 11, SHEET 12 FOR MANDATORY SPLICE. poS SpAN/ NO BEAM SPLICE AT S T SPACI EXTERIOR POSTS. EE T�CES h POSTS, SIZE VARIES 3 1/2" SLAB MAY BE USED TO CONSTRAIN FOOTING, SEE TABLES r arm BEAM - SEE TABLES FOR POST SPACING � p.H NOT T�II Aopop SFAM ° OwASLE y Ilf 1 FOOTINGS ✓ W SEE TABLES NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER ,S= COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "D" FREESTANDING MULTISPAN W/ CANTILEVER OPTION 4 Z o 14, o 17 W m l ~Q0-) � U � U) o�ujLL W > — QZ L0CD O ' CO!n ci O N a CID POFESS I qy�l �N_\ yl S58 5 lF OF CAIS 11/14/16 DURALUM IAPM0 0195 AHJ APPROVAL REVISIONS MAW( DATE- DESMON 4 STEL JOB # 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM SOLID PANEL STRUCTURES SH -1 1 OF 50 SHEETS A , o B o 1+ .airs: _ C ° D ° E o F .,,. ? o G •• o H 1. o OPEN LATTICE STRUCTURES . �, r N Co Lo Lu 4 RAFTER, SEE TABLES • O M ` « �•v - s: Q WALL LEDGER OR t/Sr �Y/Sn G ROOF OVERHANG, '� CA ° .. /NG@V�0 WALL LEDGER OR r slTM. " N @(per/ G SEE BAILAB&C O O _ r , MAX. O.H. 7 /jyG\ . ROOF OVERHANG, + ' W LL SEE 25% OF RAFTER O H ° r \ SHEETS. A,B & C, ; {,h , > 9� ALLOWABLE W - gtc25� OlF SPAN c * RAFTER, SEE TABLES 1. V ZCD • a. p Sp N� y 25%OF RAFTERfi-O.H * - «. '},r• < O ' , ?S ALLOWABLE - a,. ? O 4 • ' . - ., - �F s:„± SPAN - `^".� +. ' O O 04 MANDATORY BEAM SPICE - SEE _ ' y = SDETAIL 11, SHEET 12 '' NO BEAM ,PUCE AT 6pG • . `:�'+. �'_`, .•. P r.' x r _ EXTERIOR POSTS ��(p. �a - i•; n 'Z `ice+i �- x r �.� [ a f . - , - �y� LENGTH OF STRUCTURE VARIES '9NG - w • r MANDATORY BEAM SPICE - SEE, - Lu DETAILII,SHEET12• ,•�a •((��'�p�' �" _ • _off �K v� j r POST WITH SIDE PLATS NO BEAM SPLICE SEE SHT, 11 FOR MWIM M - EXTERIOR POSTS OV ST Sp NUMBER OF REQUI E �w ` - SPFT pgCi COLUMNS LENGTH OF STRUCTURE VARIES G f �C9 Q �5885 . 312` SLAB ATTACHMENT - d p vy -.POST WITH SIDE TES o } pOSTSp MAY BE USED WHERE t pSr Sp SEE SHT. 11 FOR MINIMUM NOTE: EACH COMPONENT IS INTER-, _ - r s So q� PERMITTED. �:%� sF Sp 9/y� w NUMBER REQUIRED FFr qOi i t . SEE TABLES - S COLUMNS TF OF CAA`�F� :CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.FOOTING WHERE REQUIRED, _ NOTE EACH COMPONENT IS INTER- _@�M 11/14/16 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE TABLES S SlS Spgry%. . + 312" SLAB ATTACHMENT - MAY NOT BE COVERED. FF qc i MAY BE USED WHERE CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. Ta@ otic I PERMITTED. 4 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE �S SEE TABLES MAY NOT BE COVERED. _ FOOTING WHERE REQUIRED t _ .. ' � �' �, w-.'•' . SEETABLESr: .DUfV'1LUM "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE TYPE "F". ATTACHED MULTISPAN LATTICE STRUCTURE f I IAP MO 0195 TYPE ° _ - - s- i'r RAFTER, SEE TABLE � , - + FOR SIZE- • AND SPACING MAX. O.H. 2 25% OF RAFTER O•H + F ',n t. �� rRAFTER, SIZEABLE k o S°O,c ALLOWABLE �FOR O r AND SPACING SlSp Ryq� SPAN • ` 25% OF RCAF ER O.H. ' ALLOWABLE G +• S pp SPAN - - � - ~- -... .,\'l •�, ^ �`r LANG i' X~ -_ REVISIONS 2 w MARK DATE DESC�i l y r• pp 2a W N x ` "`LENGTH OF STRUCTURE VARIES " �� O r „ G• r.. _ MANDATORY BEAM SPICE'- SEE---/ DETAIL 11. SHEET /2 - (:U �� 0 - NO BEAM SPLICE AT ST CROSSSECTI r LENGTH OF STRUCTURE VARIES G _ EXTERIOR POSTS _x O� S Y -SEE POST DETAI 4 STEL JOBS ' ` 161071 • �T °qp� s.,- - MANDATORY BEAM SPICE -SEE �J' ' UBI •r w 9@�FS �G DETAIL 11, SHEET 12 - POST CR SS -SECTION, 312" SLAB • NO BEAM SPLICE AT �Sr SEE POST DETAIL, x • DATE 11/14116 MAY BE USED' ,NOTE: EACH COMPONENT IS INTER- r '' TO CONSTRAIN EXTERIOR POSTS r CHANGEABLE WITH ANY OTHER SF asp FOOTING, 312SLAB SEE ��S Nc " DRAWN BY AT _ COMPONTENT UNLESS OTHERWISE SHOWN. r9@ qC�y I TABLES' • - - • - - - - MAY BE USED NOTE THIS OPEN LATTICE -TYPE STRUCTURE �s c NOTE EACH COMPONENT IS INTER- : p0 - TO CONSTRAIN CHECKED GM '' CHANGEABLE WITH ANY OTHER SFF T Sp , ` FOOTING, SEE 9 _ MAY NOT BE COVERED. - FOOTING SEE TABLES T� gOj�C h _ - TABLES _ COMPONTENT UNLESS OTHERWISE . . ter....:.. - r ^^� ' . r NOTE: THIS OPEN LANCE -TYPE STRUCTURESH FOOTING SEE TABLES — _.� ' O .. MAY E PEN � E COVERED. i LATTICE II,+E , STRUCTURES TYPE "G" FREESTANDING SINGLE SPARLATTICE STRUCTURE - TYPE' -'!H" FREESTANDING,MULTISPAN LATTICE STRUCTURE • SH -2 _ .. 2 OF 60 SHEETS 6 7 B c G o D o E o F o G o H o I o SOLID PANELS SPANS FOR COMMERCIAL & PATIOS 110/120/0730 --MP EXP. B & C 1 24" TRI -"V" PAN -I I 12"x 31/2"W PANEL 6'/ 8"x 2 }4• FLAT PAN 282' so• 09R 25' .40' .40' R=.117 180' L '�� - j� b7' 67' n' T= (SEE TABU 75� a3• 45' (ALL UNMARKED RADII .06R) ° HE7.01A 3. b5' i. (SEE TABLE .70' 25' 2. s• y 8' L .zs• BELDh 28z' 2. ' .3e' T= (SEE TABLE BELOV 2. 7• .40 43' •35' .75' b5' TYP. .37 0. 2 3A0' .50' S0' S0' .50' 3J10' .433' L3' L3' x.433' �. 4.00' 12.0 ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-1136 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 0.80 2j4 24"x'xO.018" 0.85 0.80 0.65 0.65 - LLISL PANEL -r 110 MPH SPAN 12D MPH SPAN 130 MPH SPAN .020(l) (IN-) EXP -B EXP.0 EXP.B EXP.0 EXP.B EXP.0 130 MPH SPAN 12'-0" 10'-3" 10'-3- 1D'3" t D'-3• 10'-3" 10'-3' 15'-3" 018 15'-3" 15'3' 15'-3" 15'-3° 14'-r 14'-7' 024 14'-r 14'-r 8'$' 8'-r B'-1• B'-2- T-5" 13'-2" 12'-3" 12'3' 12'-3" 12'-3• 12'-3" 12'-3" 10 .024 17'-r 17'-7' 1T-7" 17'-7' 10'-1" 10'-3" 9'-6 9'-r 104" 9'-9' 9'-9" 9'-Y 9'3" 8'-7• 19'-r 19'-7' 14'-3" 14'-3'1'14�-3" 19'-7" 14'-3• 14'-3" 14'-3' .D40 03z -024 5•-1140"'-15' 5-10 5'-10' V-10" 5'10"'-15' 5'-10" 1 T-7" 16'$" 12'112'-1" 15-9" 11'-r 11'-3' 10'$• .020(l) 11'-3' 8.4" 8'4" 8'4• 8'4• g'4• 8.4' 018 - 1• r 1p 90 >7r 15'-7' 12'$' 12'-6" T'-9" 7'-5• 7'_S 7.2• 181-0• g _10^ -024 18' 0' 10'-1' 10'-1' 10•-1" 101-1" 10'-11 10'-1• 20 .024 10'-9" 10'-9" 10'3" 10' 4" 9'-10' 20 032 14'$" 14'$' 14'-8" 14'$" 14'$" 14'$" 14'-1' 13'-1" 13'-0" 12'-1• 12'-1" 12'-1- 12'-1• ,2-,• ,2_,• .D40 032 16'-3" 16'-3' 16'-3' 16'-3" 16'-3• 17'-r 1T-7" 17'-r �I"1T-%, 10'-9" 10'3" 70'4" 9'$• 9'-9- 9'_9• .020(l) T3" 7'3' T3" 7'-3" T3" T-3- 14'-10" .018 9'-10" 9'-3" 040 g'_11" 9'_p" 86• .024 12'-0' 7$" T-4' 7'4" 7'-1' 7'-1• 6_10" 25 10'-2• 11'-0" 10'-r 10'$" 10'-2" 10'-3" 9'-9" 25 .024 13'-2" 13'-r 13'-2' 13'-2• 13'-2' 13'-1" 12'-7" 12'$" 12'-2" 12'-3" 11'$" 14'-2' " 9 $•-6 9 $• 9 $" 9 8' 91-8. 9 $" 8'4• 032 15-0 14'44'2 13'-7' 10'4' 91-9" .020(1) 10' 10'-2• 10'-2" 9'-7- 9'$" 9'-2- 11'-4" 11'4' 6'-r 6'-7° 6•_7• 6'_r 8•_7• 8�_7• 02430 .018 11'-3• 1�'-Yllr-3'11'3' 024 F12'-6' -024 6'-9' 6'-10" 6'-r 032 12'$' 8'-3" 8-3* B-3- 8-3- 8'-3- 8•-3" 30 .024 8-17' 20 12'-2" 11'$" 11'$" 11'_2" 73'4• 8'-3" 81-0" 8'-0" 7'-9' 7'-9" 7"-5' 13'-0' 040 9-1" 9 �• -t• 15'-6" 15$" 15'$• 15'-6" 032 13'$" ;>9.--6. 13'-0' 13'-3" �9-28,l .020(l) 9'-10" 9$° g'$" g'_7• 9'-1' TABLE 1 - MULTI -SPAN REDUCTION FACTORS FOR ROOF PANELS ROOF PANEL TYPE 10 ROOF LIVE/SNOW LOAD, psf 20 25 30 40 50 12"x3)4"xO.020" - - 0.88 0.83 0.75 0.80 2j4 24"x'xO.018" 0.85 0.80 0.65 0.65 - 24"xc xO.024" 0.90 0.88 0.70 0.65 - 24"x2y2"x0.032' 1 0.90 0.88 - (1) MULTI -SPAN REDUCTION FACTORS ARE ONLY APPLICABLE TO THOSE ROOF PANEL TYPES SHOWN IN TABLE 1 ABOVE NOTE: PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3, SHEET . FOOTNOTE "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING c%j CD L C4toLTi LU m cn Z cn O Lu LL - Lu j ` A ° B o C ° D o E o F '� . a G ° H G N I I MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER - FOR ATTACHED AND FREESTANDING SOLID COVERSZ N w CN M t—Q� j TABLE 1 TABLE 2 TABLE 3 v� ° (2) 2"x6 )/2" AND WALL HANGERS, 3"x8" AND EXTRUDED AND 3"x8" WITH 6 %2" ROLL FORMED BEAMS STEEL HEADERS STEEL INSERT HEADERS w — j o 'o NUMBER ❑F N❑.14 TEK OR SMS SCREWS � UMBER ❑F N❑,14 TEK OR SMS SCREWS PER � NUMBER ❑F N0,14 TEK ❑R SMS SCREWS 2 �o PER FOOT OF BEAM LENGTH F� 0❑T ❑F WALL HANGER AND BEAM LENGTH PER FOOT OF BEAM LENGTH C:)r j � ~ 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH;:'.- � = 130 F MPH m � 110 MPH 120 MPH 130 MPH Lno N cl EXP. B EXP, EXP. B EXP. EXP. B EXP, C ~ EXP, ; B �EXP�� EXP.. B EXP.-- EXP. B EXP; C � EXP. ' B EXP, EXP, B EXP, EXP, B EXP. C c i 0 5 1 1 1 1 1 2 5' 1 1 1 1 1 1 rn 1 2 2 2 2 2 2 5 1 1 1 1 1 1 ;. g 1 2 �21 2 2 6' 1 1 1 1 1 2 I�,y4Yl 2 2 2 3 2 2 --!-2— 2. 2 6, Q��Ess 7 1 �21 . 1 2 2 3 2 3 2 3 7� 1 2 2 2• 2 1 .2 1 .7� co 2 2 2 .2 g S 5885 8' 1 2 2 2 2 2 $� 1 1 2 2 2 2 1 1 2 2 2 3 3 2 2 3 :3 8 2 1 2 . g� 2 2 2 2 2 2 9' 1 2 2 2 2 •," 2! 1 1 1 1 1 1 2 3 3 3 3 4 2 2 2 3 3� 3 9' 2 2 TF OF C,1.\F� 10 2 2 3 2 3 2 3 2 3 3 10� 1 2 2 2 2 223334422232323212222 4 2 2 2 3 11/14/16 4 M23 2 12''2233 3 3,3 1222232323 1 1 1 1 1 2 3 3 4 4 5 DURALUM 12' 2 2 2 2 2 2 13' 2 2 2 3 3 3 13' 2 2 2 3 3 1 1 1 1 1 2 3 4 IAPM0 0195 4 5 2 3 3 3 3�3a 4 13' 2 2 2 2 2 2 FOOTNOTE: "SAMPLE" AHJAPPROVAL s FIGURE INDICATES , ATTACHED - FIGURE INDICATES FREESTANDING 1 J s 6 '• v • H p REVISIONS MARK DATE DESCRPTION 0 7 4 STEL JOB R 16.1071 DATE 1V14116 ' t y DRAWN BY AT . �.. , _ CHECKED GM a PANEL SPANS TRI -V, x W -PANEL & FLAT PAN 6 } I SH -4 4 OF SO SHEETS j d 10'12222211'22 2 223334422232323212222 2 12''2233 3 3,3 1222232323 1 1 1 1 1 2 3 3 4 4 5 2 �3 4 12' 2 2 2 2 2 2 13' 2 2 2 3 3 3 13' 2 2 2 3 3 1 1 1 1 1 2 3 4 g 4 4 5 2 3 3 3 3�3a 4 13' 2 2 2 2 2 2 ©m u � ©m n= ©m v. Am B O C O D O E o F o G o H e 1 o RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C 0.042' 0 W Z Z iYP. 3" x 8" RAFTER 0.024' 6.5° W 2' X 6 1/2 " - RAFTER' , 0.042" z 1 2.0'-+ —MAX —# -2.0'- - DBL. " 2 x 6 ^ 1!2 RAFTER * 3"x8" RAFTER * 2"x6.5" RAFTER ALUM. ALLOY 3004-1136 LUSL ;,Te a u z� Q czwi ¢ v 110 MPH 120 MPH 130 MPH ^T. 110 MPH 120 MPH '130 MPH > 'r 110 MPH 120 MPH 130 MPH (IN.) 'no LUSL (IN.) yz LUSL (IN.) yo EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 EXP:C. EXP.0 EXP.0 EXP.0 EXP.0 EXP. B .EXP. 6- EXP. B EXP. B EXP. B 16" 29'-8" 29'-6" 29'-8" 28'-9" 29'-3" 26'-3" 16'-0" 15'-10" 16'-0f: 15'-0" 15'-9" 13'-8" 22'-6" . 22'-4" 22'-6" 21'-1" 22'-2" 19'-2" 10 26'-3" 26'-3" 26'-3" 26'-3" 26'-3" 25'-7" l�� 16„ ^ X13' -• 16„ O 10 4"21'-6" .042 0 .024 24 24,_2„ 24,_1" 24'_2" 21'-6" / -T 13402 13412" 12' 321 12110" 111 2"9 18'-41 189310 18' 179310 189210 15' 8 21'-6" 21'-6°'-6" 21'-0" 24" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-3" 24" 16'-3" 16'-3" 16'-3" 16'-3" 16'-3" 15'-10"16" W23'-6"" 23'-0" 23'-0" 23'-0" " 22'-9" 20'-3" 20'-2" 20'-T' . 19'-8" ' 20'-1" 18'-2" 28'-7" 28'-6" 28'-7" 2T-9" 28'-3" 25'-7" 20 21'-10" 21'-10" 21'-10"-10" 21'-10" ,10 16 18'-0" 18'-0" 1'8;-0" 18'-0" 18'-0" 1 T-7" 16" 25'-3" 25'-3" 25'-3" 25'-3" 25'-3" 24'-8"24" .042 032 10 032 18'-9" 18'9"18'-9"9" 18'-9" 16'-7" 16'-6" 16'-7" 16'-1" 16'-4" 14'-10" 23'-4" 23'-3" 23'-4" 22'-8" 23'-1"20'-117'-10" 17'-10" 17'-10"-10" 17'-10" � 24 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-4" 24" 20'-8" 20'-8" 20'-8" 20'-8" 20'-8" 20'-2" 16" 19'-8" 19'-8" 191-8" 19'-8" 19'-8" 24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2" 34'-7" 34'-4" 34'-T' 33'-7" 34'-2" 32'-8" 25 21'-6" 21'-6" 21'-6" 21'-2" 21'-3" -120'-8" 16" 21'-9" 21'-9" 21'-9" 21'-9" 21'-9" 16" 30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 29-10" .042 042 042 F24" 16'-1" 16'-1" 20'-1" 20'-0" 20'-1" 19'-6" 19'-9" 19'-0" 28'-2" 28'-1" 28'-2" 27'-4" 27'-10" 26'-8" 17'-7" 1T-7" 17'-T —1 T�-4" 1T-6" 16'-10" 24 17'-9" 17'-9" 17'-9" 17'-9" 17'-9" 17'-3" 24" 25'-1" 25'-1" 25'-1" 25'-1" 25'-1" 24'-4" 16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 12'-1" 12'-4" 12'-4" 12'-4" 12'-4" 12'-4" 17'-4" 17'-4" 17'-4" 17'-4" 1T-4" 1T-3" 3O 042 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 19'-1" 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 16" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 024 024 24" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 1 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-1" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 15'-7" 15'-7" 15'-7" 15'-7" 15'-7" 15'-T' 24" 9'-8- '-8" 24 16" 15'-10" 5'-10"' 15'-10" 15'-10" 15'-10" 15'-10" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 15'-8" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-0" 40 16'-8" 16''8" 16'-8" 16'-8" 16'-8" 16'-8" 16 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 16" 21'-1" 21'-1" . 21'-1" 21'-1" �7121'-1" 21'-1" .042 20 .032 20 .032 24" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-1" 12'-10" 12'-10" 12'-10" 12'-10" 12'-10" 12'-9" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 'l3'-8" 13'-8" 13'-8" 13'-8" 13'-8" 24 12'-3" 12'-3" 12'-T' 12'-3" 12'-3" 12'-3" 24" 17'-3" 1 T-3" 1 T-3" 17'-3" 17'-3" 17'-3" 16" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 18'-10" 26'-8" 26'-8" 26'-8" 26'-8" 26'-8" 26'-7" 50 15'-0' -::—15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 16" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 18'-1" 16" 25'-6" 25'-6" 25'-6" 25'-6" 25'-6" -::25"-6- .042 042 .042 24" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 15'-6" 15'-6" 15'-6" 15'-6"' 15'-6" 15'-6" 21'-10" 21'-10" 21'-10" 21'-10" 21'-10" 21'-9" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 24" 14'-9" 14'-9" 14'-9" 14'- " 14'-9" 14'-9" 24"'20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 20'-10" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 10'-7" 15'-10" 15-10" 15'-10" 15'-10" 15'-10" 15'-10" * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT11'-7" 16" F: --11'-T' 11'-7" 11'-G" 11'-0" 11'-2" 16„ 16'-3" 16'-3" 16'-3" 16'-1" 16'-2" 15'-8" 32" O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED 024 .024 8'_1" 8'-1" 814" 8'_1^ - 8'-1" 8'-1" 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" 12'-9" 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. 24" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-2" 24' 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 9'-3" 14'-4" 14'-4" 14'-4" 14'-4". 14'-4 14'-4" " 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 16" 16" 25 14'-9" 14'-9" 14'-9" 14'=6" 14'-7" 14'-2" 25 20'-9" 20'-9" 20'-9" 20'-6" 20'-7" 19'-10' 24" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 11'-1" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" 16'-7" .032 .032 12'-1" 12'-1" 12'-1" 11'-10" 12'-0" 11'-7" 24" 17'-0" 17'-0" 17'-0" 16'-8" 16'-9" 16'-3" 17'-4" 1 T-4" 17'-4" 1 T-4" - 17'-4" 17'-4" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 16" '1T-9" 16„ 17'-9" 17'-9" 17'-7" 17'-8" 17'-1" 25'-1" 25'-1" 25'-1" .25'-1" 25'-1" 25'-1" .042 042 13'-3" 13'-3" 13'-3" 13'-3"- 13'-3" 13'-3" 20.0" 20'-0" 20'-0" 20'-0" 24" 14'-7" 14'-7" 14'-7" 14'-4" 14'-6" 14'-0" 24 20'-6"20'-0" �20'-Q"0'-0" 20'-6" 20'-6" 0.042' iYP. 8.0" 0.024' 6.5° .024° 6.5" 0.03 .032° 0.042" 0.042" 1 2.0'-+ —MAX —# -2.0'- - * 3"x8" RAFTER * 2"x6.5" RAFTER ALUM. ALLOY 3004-1136 * DBL. 2"x6.5" RAFTERS ALUM. ALLOY 3004•H36 OR ALUM. ALLOY 3004-1136 OR EQUAL OR EQUAL EQUAL FOOTNOTE "SAMPLE" FIGURE INDICATES ATTACHED FIGURE INDICATES FREESTANDING `r CINI 'Y om77 C.0 LO NLImcy L ) �¢vi U O < LLI ] — CD QZLLo Q O Ln 0 CV � cl rn Q�FESS I( l S 5885 cr TF OF CAl\F 11/14/16 DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS M AM DATE DESCRMIGN 4 STEL JOB S 16.1071 DATE 11/14/16 DRAWN BY AT CHECKED GM MINIMUM FASTENERS SH -5 5OF50SHEETS Is o C o D o E o F o G H o I —• o RAFTER SPANS FOR OPEN LATTICE STRUCTURES 110/120/130 MPH EXP. B & C ow 2" X 6 1/2" RAFTER 0 w 1 - � Z Z Z DBL. 2' x 6 1/2" FOOTNOTE: "SAMPLE" FIGURE INDICATES -[a ATTACHED FIGURE INDICATES FREESTANDING 0.024' 6.5' .024° 6.5' 032' .032' 0.042" .042' * 2"x6.5" RAFTER * DBL. 2"4.5" RAFTERS ALUM. ALLOY 3004-H3s ALUM. ALLOY 3004•1-136 OR OR EQUAL EQUAL r N o Nc>,Lo W M M Z' U) i �L W � — QZ Lo CD O o N � � cl rn Ess I S5885 TF OF CAL�F� 11/14/16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MART( DATE DESCRFU M 4 STEL JOB S 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS RAFTER h z v LUSL 110 MPH 120 MPH 130 MPH T „•• 110 MPH 120 MPH 130 MPH (IN.) O LUSL (IN' a �a EXP. B EXRC EXP. B EXP.0 EXP. B EXP.0 EXP. B.._.EXP.0 EXP. B EXP.0 EXP. B EXP.0 16" 9'-.9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 14'-8" 14'-8" 14'=8" 14'-8" 14'-8" 14'-8" 024 10'-3" 10'-3" 10'-3" 10'-3" 10'-3' 16 14'-6" 14'-6" 14'-6" 14'=6" 14'-6" 14'-6" 024 2a" 7,-0" 7'-6" T-6" 7'-6" 7'-6" T-6" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 11'-2" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 24" ; .11'-10" 11'-10' 11'-10' 11'-10' 11'-10' 11'-10' 16" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 18'-T' 18'-7" 18'-7" 18'-7" 18'-7" 18'-7" 30 13'-1" 16" .032 30 .032 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 15'-3" 10'-8" 101-8" 101-8" 24"15'-1" 15'-1" 15'-1" 15'-1" 15'-1" 15-1" 16" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 22'-7" 22'-T' 22'-7" 22'-7" 22'-7" 22'-T' 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 15'-9" 1622'-2" 22'-2" 22'-2"22'-2" 22'-2"22'-2" .042 ,042 24" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 12'-3" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 12'-10' 24" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 18'-2" 16" 8-0" 8-0" 8'-0" 8'-0" 8'-0" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 2'-10" 024 " 9'-1"12'-8" 16" .024 24" 6-2" 6'-2" 6'-2" 6'-2" 6'-2" 91-10" 9'-10" 9'-10" 9'-10" 9'-10" 9'-10" T-2" 7'-2"" T-2" T-2" 2a" ..;10'-4" 10'-4" 10'-4" 10' 4" 10'-4" 10'-4" 16" 10'-10" 10'-10" 10'-10" p8'-3' 10'-10" 10'-10" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 16'-4" 40 .032 6" 11' 6" 11'-6" 40 16 16'-1" 16'-1" 16'-1" 16'-1" 24" 8'-3" 8'-3" 8'-3" 8'-3" 8'-3" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" .032. 4" 9'-4" 9-4"" 9'�" 9'-4" 2a"9' 116" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" 19'-9" 042 . _- 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" 19'-4" .04216'-2" 24" -9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" r�l k24" 16'-2" 16'-2" 16'-2" 16'-2" 16'-2" 1'-3" 11'-3" 11'-3' 11'-3" 11'-3" 11'-3' 15':10' 15'-10' 15'-10' 15'-10' 15'-10' 15'-10' 16" T-3" 7'-3" T-3" 7'-3" 7'-3" 7'-3" 10'-10" 10'-10" 10'-10" 10'-10" 10'-10" " 8'-2"8'-2" 16"1.1'x"24" .024 024 5'-2" 5'2" 5'-2" 5'-2" 8'3". 8'-3 8'-3" 8'-3" r83 8'-3" 5'-9" 24"9-49,�9,�" 9'-4" V16" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9" 9'-9"14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 50 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 16"14' 6" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" .032 50 .032 24" T 0" T-0" T-0" T-0" T-0" T-0" 11'-3" -11'-3" 11'-3" 11'-3" 11'-3" 11'-3" 8'-4" 8'-4" 8'-4" 8'-4" 8'-4" 8'�" 24" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 11'-10" 16" 11'-9"-9" 1 T-9" 1 T-9" 17'-9" 17'-9" 1 T-9" 042 12' 6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 16 1 T-6" 17'-6" 1 T-6" 17'-6" 1 T-6" 17'-6" 042 24" 91 -0" 9'-0" 9'-0" 9,-0" 9'-0" 9'-0" 13'-7" 13'-7' 13'-7" 13'-7" 13'-7" 13'-7" 10' 2" 10'-2" 10'-£" 10'-£" 10'•Y" 10'=2' 2a" -I4 -b i �+'-s" '14'-3 FOOTNOTE: "SAMPLE" FIGURE INDICATES -[a ATTACHED FIGURE INDICATES FREESTANDING 0.024' 6.5' .024° 6.5' 032' .032' 0.042" .042' * 2"x6.5" RAFTER * DBL. 2"4.5" RAFTERS ALUM. ALLOY 3004-H3s ALUM. ALLOY 3004•1-136 OR OR EQUAL EQUAL r N o Nc>,Lo W M M Z' U) i �L W � — QZ Lo CD O o N � � cl rn Ess I S5885 TF OF CAL�F� 11/14/16 DURALUM IAPMO 0195 AHJAPPROVAL REVISIONS MART( DATE DESCRFU M 4 STEL JOB S 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS SH -6 6 OF 50 SHEETS HE ti M 3= 9. am E 7 8 O G O 6.5" ROLLFORM %�GUTTER FASCIA MAG BEAM „ALLOYB ALUM. ALLOY 3004-H36 6063-T6 042°/ 6.5° 0.032° TYP. 1 -2.0' 3.0" -I ----F--2.0°- I DBL.2"x6.5"x0.042" Qj ALUM. ALLOY 3004-H36 . OR EQUAL DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 .042" TYR MAX DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT 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. o E o F o HEADER BEAM TYPES GUTTER - EXT. CUP SPLICE WHERE I OCCURS I I 0.065' I Tom• I 2.04" I I 4" I -BEAM 4.5" MAG GUTTER �' ALUM.ALLOY ALUM. ALLOY 6063-T6 I 6063-T6 .032" ALUM. T=12 GA INSERTT=D.125' ASTM A653 SS WHERE ALUM. GRADE 50 G60 3.0° OCCURS ALLOY 6063-T6 .032° - - ALUM. 6.656' 7 0.110° fill TYR _1111- 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 T=12 OR SPUC 14 GA IK 7.875' ASTM SPLICEWHEF D GRADE 50 OCCUF n I _ 8.0" 0.042° TWHERE OCCURS ' II' II TY • 0.625° 0;075° I 3.0° " 2.875° Oil TYP. II u A. STL. INSERT �ASM M53 GRADE50 G60 I 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36. OR EQUAL 6.5" ROLLFORM %�GUTTER FASCIA MAG BEAM „ALLOYB ALUM. ALLOY 3004-H36 6063-T6 042°/ 6.5° 0.032° TYP. 1 -2.0' 3.0" -I ----F--2.0°- I DBL.2"x6.5"x0.042" Qj ALUM. ALLOY 3004-H36 . OR EQUAL DBL.2"x6.5"x0.032" ALUM. ALLOY 3004-H36 OR EQUAL T=12 OR 14 GA ASTM A653 SS GRADE 50 G60 .042" TYR MAX DBL. 3"x8"x0.042" BEAM O W/ DBL. 14 GA. STL. INSERT ALUM. ALLOY 3004-H36 OR EQUAL DBL. 3"x8"x0.042" BEAM P W/ DBL. 12 GA. STL. INSERT 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. o E o F o HEADER BEAM TYPES GUTTER - EXT. CUP SPLICE WHERE I OCCURS I I 0.065' I Tom• I 2.04" I I 4" I -BEAM 4.5" MAG GUTTER �' ALUM.ALLOY ALUM. ALLOY 6063-T6 I 6063-T6 .032" ALUM. T=12 GA INSERTT=D.125' ASTM A653 SS WHERE ALUM. GRADE 50 G60 3.0° OCCURS ALLOY 6063-T6 .032° - - ALUM. 6.656' 7 0.110° fill TYR _1111- 3" SQ.x0.032" ALUM. BEAM E W/ 12 GA. STL. "U" CHANNEL ASTM A653 SS GRADE 50 G60 1.00° 040' ALUM. { .048' STEEL �1 3.0° 3.0" .28" �3.0- ^SQ. ALUM POST C 3" SQ. ALUM. POST S'\SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 �,:�> WITH SIDEPLATES HEIGHT LIMITED TO 3" SQSTEEL POST ,p,� ) LUM. ALLOY 3004-H36 77- 10'-0" . MAXIMUM. F ASTMA653 GRADE 50 CP60 OR EQUAL F T' I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H 1N/ 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. 0.075" 1. TYP 3.10 E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. T=12 OR 14 GA IK 7.875' ASTM A653 SS GRADE 50 G60 _ 8.0" 0.042° TY • 0.625° 411.. " 2.875° r ' 3"x8"x0.042" BEAM -3.0"----tom- ----f 3.04 0"1MAX. Li A. STL. INSERT �ASM M53 GRADE50 G60 �L� DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM ALUM. ALLOY 3004-H36. OR EQUAL W/ 12 GA. STL. INSERT D 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"x6" BEAM. COLUMN / POST.TYPES 1.00° 040' ALUM. { .048' STEEL �1 3.0° 3.0" .28" �3.0- ^SQ. ALUM POST C 3" SQ. ALUM. POST S'\SQ. ALUM. POST ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 �,:�> WITH SIDEPLATES HEIGHT LIMITED TO 3" SQSTEEL POST ,p,� ) LUM. ALLOY 3004-H36 77- 10'-0" . MAXIMUM. F ASTMA653 GRADE 50 CP60 OR EQUAL F T' I -BEAM ALUM. ALLOY 6063-T6 G W/ 1 "C" INSERT ALUM. ALLOY 6063-T6 H 1N/ 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. 0.075" 1. TYP 3.10 E MAG POST ALUM. ALLOY 6063-T6 NOTE: EACH HEADER BEAM TOP AND BOTTOM FLANGES SHALL BE CUT AT EACH INTERIOR COLUMN WHERE 3 OR MORE COLUMS OCCUR. DO NOT CUT FLANGES AT END COLUMNS. SQ. STEEL POST ASTM A500 GRADE B C N (D04 CD In r LuM H U) U rn O Lu W u Q Z U'� � co O o 04 cl 'tet rn o S5885 lF OF CAL\F�� 11/14/16 DURALUM IAPMO 0195 1 AW APPROVAL REVISIONS MARK DAM DESCRIPTDN 4 STEL JOB S 16.1071 DATE 11114116 DRAWN BY AT CHECKED GM HEADER BEAM TYPES, COLUMN / POST TYPES .SH -7 7 OF 5D SHEETS =3"SQ.xt=0.188"- =3"SQ.xt=0.250" IK =3"SQ.xt=0.313" 4"SQ.xt=0.188" =4"SQ.xt=0.250" SQ. STEEL POST ASTM A500 GRADE B C N (D04 CD In r LuM H U) U rn O Lu W u Q Z U'� � co O o 04 cl 'tet rn o S5885 lF OF CAL\F�� 11/14/16 DURALUM IAPMO 0195 1 AW APPROVAL REVISIONS MARK DAM DESCRIPTDN 4 STEL JOB S 16.1071 DATE 11114116 DRAWN BY AT CHECKED GM HEADER BEAM TYPES, COLUMN / POST TYPES .SH -7 7 OF 5D SHEETS " A a a � e O 7 0 8 C o D o E o F o G EXISTING LEDGER OR WALL HANGER & EAVE CONNECTION DETAILS A34 FRAMING ANGLE NOTE: WHERE COVER CONSTRUCTION INCLUDES DESIGN (E) WALL . COVER DETAIL A OR B, SITE-SPECIFIC 3116" STEEL NOTE, BRACKET CAN BE SEE TABLE 2 ENGINEERING IS LOADS OPENING PROJECTION g^ 0 1/4"8 HOLES,TYP. LOCATED ANYWHERE ON EAVE OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF REQUIRED TO VERIFY ADEQUACY OF THE EXISTING 0 FASTENERS, SEE TABLE 3 COVER LUSL STUD WALL FRAMING WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS OCCUR: 10, 20 psf > B' > 18 30, 40 & 50 > 6' WIND SPEED (MPH) AND EXPOSURE 0 TYP. BRACKET AT EVERY 2x NOTE PROVIDE WATER PROTECTION, METAL FLASHING R.F. OR EXT. HANGER COVER LUSL NUMBER AND TYPE OF FASTENERS psf > 14' 8 G 120, B CAUCK JOINTS AND SLOPE CHANNEL 2X 130, C 10 G TO DRAIN (OPTIONAL) RAFTER BRACKET C ET 26'-0" 26'-0" EXISTING EAVE ALLOWABLE PROJ. TO BEAM 25'x" 20'-7" LEDGER OR WALL HANGER OVERHANG SEE TABLE 25 PSF S.L. 30 PSF S.L. WITH FASTENERS MAX.) 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" PER TABLES 3 & 4 25'-4" 1 1�4" as oRa a LeOceR WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED (IXP. B & C) (IXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP.13 & C) ALUM. PANEL 2X OR 26'-0" EXIST. RAFTERS AT 26'-0" 2�c WOOD STUD OR 26'-0" 26'-0" 20 3x ALUM. RAFTER I 24" O.C. AT ROOF 1' MIL CONCRETE WALL 26'-0" RAFTER 26'-0" EXIST. FASCIA BOARD 26'-0" OVERHANG 5' (A) (A) (A) (A) (Aj (A) 7(3)1-#14x312" W. ALLOWABLE PROJ. EXISTING EAVE_W FULL DEPTH 3L (A) 25 s ATS4ePS0D.c,S STRONG -BOLT 2 6' TO BEAM OVERHANG 2" x 4" FULL WOOD SCAB, WHERE OCCURS, 1" MIN. 26'-0" 25'-2" 25'x" SEE TABLE 1 (24" MAX.) 2" x 6" NOTCHED SEE TABLE 2 26'-0" 26'-0" LAR N07EMATERIAL HETWEENXHRACKET AND NOTE BRACKET MAY BE fA�CONN'_ CTION 26'-0" i WALL CONNECTION COMP. SHINGLE ROOFING TO PROVIDE MOUNTED BELOW RAFTER SEAL W1 SAME CONNECTION'S. eLIEXISTING ROOF OVERHANG DESIGN LOADS- (A) (A) (A) Br NOTE: WALL LEDGER IS NOMINAL LUMBER SIZE 2"x6" (AT2"xFi>4" ALTERNATE EAVE CONNECTION RDL = 3 psf (MIN) TO 8 psf (MAX) RLL = 20, 30, psf 25, MINIMUM RAFTERS), NOMINAL 2 -XB- (AT 3"x8• MINIMUM RAFTERS) C' NOTE: THIS DETAIL IS LIMITED TO RESIDENTIAL INSTALLATIONS XI 150 2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS OR KILN -DRY WOOD -FILLED 2"x6 V OR 3"x6" ALUMINUM SECTIONS. WITH A 10 psf MAXIMUM DESIGN LOAD. ' TABLE 1 TABLE 2 TYPE AND NUMBER OR RAFTER OF FASTENERS CONNECTED REQUIRED TO EXISTING ROOF AT ROOF PANEL OVERHANG TABLE 4 a,b ANCHORS INSTALLED INTO CONCRETE WALLS WITH 6 -INCH MIN.THICKNESS COVER LUSL EXISTING FRAMING MEMBER AT ROOF OVERHANG MAXIMUM PROJECTION WIND SPEED (MPH) AND EXPOSURE (A) -. SIMPSON. A34 FRAMING ANCHOR USING SD9112 SCREWS (B) - (2) SIMPSON A34 FRAMING ANCHORS, EACH SIDE, USING SD9112 SCREWSWITH DEPTH WOOD SCAB FULL LENGTH OF RAFTER TAIL . 2x FULL COVER LUSL NUMBER AND TYPE OF FASTENERS 110, B 110, C 120, B 120, C 130, B 130, C 10 S' m SIMPSON O.C.STRONG-BOLT 2 SS AT MP D.TRO 10- 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'x" 20'-7" Q= 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 25'-7" 25'-4" 21'-2" o mg WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED (IXP. B & C) (IXP. B & C) (EXP. B & C) (EXP. B & C) (EXP. B & C) (EXP.13 & C) 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 20 M S O C STRONG -BOLT 2 S ATSIMPSON I 110 120 130. 110 120 130 110 120 130 110 120 130 110 120 130 110 120 130 2"x8" FULL 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" . 26'-0" 26'-0" 26'-0" 5' (A) (A) (A) (A) (Aj (A) (A) (A) (A) (A),- (A) (A) (A) (A) (A) (A) (A) (A) 25 s ATS4ePS0D.c,S STRONG -BOLT 2 6' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 20 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2" 25'x" 20'-7" 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7 (A) (A) (A) (A) (A) J(A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 30 1a" 0 "SIMPSON STRONG -BOLT 2 SS AT 36' D.C. (n,b) 2"X6 FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8' (A) (A) (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) (B) (B) (B) (B) (B) (B) ' 0 SIMPSON S STRONG -BOLT 2 2"x8" FULL OR40 2"x10" NOTCHED 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) 2" x 4" FULL 26'-0" 26'-0" 26'-0" 25'-2"'_25'-4" 20'-7" 11' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 50 �• 0 SIMPSON STRONG—BOLT 2 SS AT 24' D.C. <n,b> 2" x 6" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 12' (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) 25 2"X8" FULL OR 2 x8 NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" TABLE 3 c TYPE AND NUMBER OF FASTENERS REQUIRED AT LEDGER AND ROOF PANEL RAIL TO FASCIA OR LEDGER TO EXISTING WOOD STUD WALL FRAMING , FOOTNOTES TO TABLES 3 & 4: a, EMBED ANCHOR 3' MINIMUM INTO CONCRETE WALL AND INSTALL IN ACCORDANCE - CCORDANCE2"x8"NOTCHED WITH ESR -3037 b. USE 3' SQ,x/4 STAINLESS STEEL WASHER WHEN INSTALLING NEW WOOD LEDGER AGAINST EXISTING CONCRETE WALL, c. WHERE ROOF PANEL RAIL OCCURS, USE Y2' DIAMETER LAG SCREW IN LIEU OF (2) DIAMETER LAG SCREWS, 1 2"x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 30 2" x 4" FULL 16'-0" 16'-0" 16'-0" 16-0" 16'-0" 16'-0" (C) - (2) iY DIAMETER LAG SCEWS CD) - %' DIAMETER LAG SCREW (E) - :a' DIAMETER LAG SCREW 2" x 6" NOTCHED 10'-10"110'-10" 10'-10" 9'-2" 9'-3" - 2"x6" FULL OR 2"x8" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 2'x8" FULL OR 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 10 PSF L.L. 20 PSF L.L. 25 PSF S.L. 30 PSF S.L. 40 PSF S.L. 50 PSF S.L. FFRWINID SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED WIND SPEED P. B & C) (IXP. B & C) (IXP. B & C) (IXP. B & C) (EXP. B & C) (EXP• B & C) 40 .2"X8" 2" x 4" FULL 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 2" x 6" NOTCHED 15'-6" 15'-6" 15'-0" 15'-6" 15'-6" 15'-6" 120 130 110 120 130 110 120 130 1 110 120 130 110 120 130 110 120 1 130 2x6" FULL OR NOTCHED 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 19'-6" 5' (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) 6' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 2"x8" FULLCH 2"x10" NOTCHED 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 7' (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) 50 2" x 4" FULL 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8'-11" 8' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2" x 6" NOTCHED 2"X6" 8" FULL OR 2"X8" NOTCHED 12'-1" 15'-3" 12'-1" 15'-3" 12'-1" 15'-3" 12'-1" 15'-3" 12'-1" 15'-3" 12'-1" 15'-3" 9' 10' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2"x8" FULL OR- 2'k10" NOTCHED 20-9" 20'-9' 20'-9" - 20 920'-9" 20'-9' - 20 9 11' 12' (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) (C) (Cj (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) A o B o C D o E e F e G o H o I o J HANGER CHANNELS AND MOUNTING BRACKETS 1 FASTENERS, SEE TABLE 3, SHEET 4 T=,060' TYP. r -}� 2.740" FASTENERS, ----_____I 1.50" SEE TABLE 3 SHEET 8300" 078 " " T=.060" w ALUM.3D04-H36 •06 •63 N 3" ° 1.5 ' t= 0.04" 25"R .05 .010"x90" 202" FASTENERS, _ (2) DIA. SEE SHEET 4 FASTENERS SEE TABLE 3 SHEET 6 � 0 O 6° N C�ii $ 563" .281." .200 � a J _ 3" 2 N m FASTENERS :1'75' ROOF PANE L � (REUOC URS) OUS A- RAIL p SHEET 8 SEE TABLE 3 N 060"1,50011 3„ FASTENERS, w AL SEE SHEET a ALUMALLOY I 1.880" FASTENERS, SEE TABLE 3, SHEET 4 6063-T6 ALUMALLOY }� ;ALUM. ALLOY 6063-T6 ALUMALLOY 6063-T6 6063-T6 nA p 0'L*L FORMED O EXTRUDED HANGER / CONNECTION OC I.R. HANGER "H" BRACKET 49 HAN:GER,_ 3W�4 NOTE: THIS CONSTRUCTION IS LIMITED TO 30 psf MAXIMUM. SITE-SPECIFIC ENGINEERING REQUIRED AT ROOF LOADS EXCEEDING 30 psf. ° (3) Y2"O 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. SIDE1/ OCCUR DIRECTLY OVER 5/8" ID PLASTIC 3 PER SIDE I POST. NOT PERMITTED PLUG WHERE 1" 3/4" OR 1 1/2" @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE 4 Q PERSIDE 5"#14 SMS MAY ° 3" I 2" x 6 1/2" OR 5 BE USE AS 5" MIN. 3"x 8" ALUM. 3.5"3.5" ALTERNATE TORAFTER. - 1/4"0 BOLTS co F1/4"O 3.5" 3.5":3"3"X8" ALUM. 3/4_OR 1 1/2'_.__ 5 8"BEAM W 1" HEADERU-BRACKET 5 �1 ORNG WOOD STUD FRAMING SEE NOTES` 2 1i" E STUCCO 3"x8" ALUM. ()RAFTER CO BELOW j I 6 1/2" SIDEPLATE EA. I LAG SCREWS LL.=1 o psf SIDE SEE POST SCHED. PENETRATION BRACKET x3-1/2LAG SCREWS LL=20, 25 and 30 psf 2 EACH 5/8"0 x 3-1/2" LAG SCREWS LL=40 and 50 psf #14 SMS EA. SIDE NOTE: LENGTH OF LAG SCREW SHALL PROVIDE (2" MIN. PENETRATION INTO EXISTING WOOD STUD) TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES 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 AD_ EER BRACKET RAFTER TO STUD WALL CONNECTION 3 BEAM TO POST CONNECTION 8 1 1/2" OR 2"LATTICE #8 S.M.S. ALTERNATE 1/2" DOUBLE RAFTER- BOLT CONNECTIO #8 S.M.S. EACH SIDE EXISTING ALUMINUM MEMBER WITH PLAN 2 LATTICE 1 1/2" OR 2" SHEATHING WOOD FILL OR DBL. 3'x8'x0,042 BEAM ALTERNATE: NOMINAL LEDGER OR DBL. 2'x6.5'x0.032'/0.042' 4414 S.M.S. EACH ! (NEW OR EXISTING) BEAM RAFTER TO COL. �` h Q ', SEE NOTE, DETAIL B, 0 CONNECT. (8-TOT.)X 2"x6.5" OR 3"x8" RAFTER SHEETS w = 0 Io l ALTERNATE: 1/2" BOLT fh o 45F"O ALTERNATE: fn FASTNERS, SEE TABLE 3, (2)-#14 S.M.S. EACH RAFTER - 'SHEET8 5/8' 0 ACCESS TO COLUMN CONNECTION �? HOLES INSTALL 6 - #14 3"x 3"STL.POST (24"'0ALTERNATE: \J)-214.5- (4 -TOTAL) { X �a INSERT ATTACHED OR OR 3"x 3"STL.POST COLUMN (2)-3"x8"HEADER — ALTERNATE: ;N 3' SO. POST LONG SDS @ EACH HEADER TO FOR FREESTANDING (2)- 2x6.5" OR (2)-3"x8" HEADER <<' EXISTING COLUMN (2) -112 -BOLT ALTERNATE 1" STUCCO OR EQUAL FASTENERS 2"x 6.5" SIDEPLATE 3"x3x0".024" (1) - 1/2" BOLT OR CONNECTOR (2)- #14 S.M.S. EACH RAFTER 2.5" PENS. INTO EACH WOOD STUD PE PER '- - CONNECTION) . DBL. RAFTER / DBL. HEADER CONN. 4O STUB COLUMN TO DOUBLE HEADER CONN. O5 EXIST.STUCCO'R O T CCOT DO O O DETAILLEDGE COLUMN DETAIL i it CD t N N O W m M ~ 0 U)U O Wu- W j — QZLLo co O coo (V �9 Q�FESS I9 S5885 lF OF CA1-�F� 11/14/16 'DURALUM IAN 0195 AHJAPPROVAL REVISIONS MARK DATE DEsawna+ 4 STEL JOB 9 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM HANGER CHANNELS AND MOUNTING BRACKETS SH -9 9 OF 50 SHEETS 0 7 0 B B o C o p o E o F { o G o H o ( o COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS / MIN. NUMBER OF REQ. COLUMNS 1 . ALUM. ALLOY 3.00" OR 6063-T6 —2.40"— ,0%' ' � 1.375" 0 0 x;75" 1.60" 1.5 .090" TYP. INSTALL %'x 1Y2" x Ye" HD G WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE 3IB" DIAMETER SIMPSON STRONG -BOLT 2 SS q 7/16"0 HO FOR 3/8" ASTM A506 GRADE B INSTALL %"x 1Y2" x Y" HDG WASHER PLATE AT ANCHOR; 157". TYP. USE FOR 3" OR 4" STEEL POSTS CL 2- 5/16"0 NOTE CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T' BRACKET 2 FLANGES 2 1 /8" APART BASE FLARES TO 3WDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE (3)-3/4"0 B FOR POST TYPE F, G, H, I, (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- INSERT-- 9" /16" 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL INSERT9" SQ. X 5/8" THK THK BASE PLATE (ASTM A500 GRADE B STEE411 6)V 1 Ya' WELDED STEEL BASE PLATE 1 ALTERNATE FREESTANDING BASE PLATE ANCHOR O N OC -4 CD UQ r L ILLI m M �! ~Qm w > LL QzL � O o N �cl S58 5 TF OF CAI\ 11/14/16.1, DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS MARK DATE DESCRFnom 4 STEL JOB 8 161071 DATE 11/141% DRAWN BY AT CHECKED GM COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEER I< : TABLE 1 TABLE 2 W/ BRACKETS EA. I POST W/ (4)#14 SMS EA. SIDE OF POST - ' ATTACHED ONLY FOOTING & ANCHOR BOLTS ATTACHED AND FREESTANDING I I STEEL POST TYPE USE POST TYPE OR 1/2" M.B. THROUGH POST ALUM."T"BRACKET USE WITH ALTERNATE FTG. i i F, G, H, I, J OR K POST (2}318"0 STRONG -BOLT 2 SS EA. BRACKET TO SLAB. POST POST TYPE B,C,D, OR E. STEEL."T•' BRACKET OR 9" SQ. BASE PLATE USE WITH POST TYPE B,C,D,E,F,G,H,J OR K � SEE TABLE 1 1/2 DEPTH OF FOOTING OR 12" MIN. EMBD. I I I j I • • •. FOOTING SIZE SINGLE POSTS BOLTS EMBED. CUBE SIZE SQ. 18" DEEP ' CUBE FTG. 18' 18' SQ. 12' /7•-22• CUBED (1) (2)-3/8.0 1718. 2p• 21' SQ 12' 23' & 24' CUBED (1) (2}12.0 3 114' 22' 25° SQ. 16• 24" 28" SQ. 20' I 9 1/2" MINIMUM DISTANCE TO EDGE OF SLAB. 33" MINIMUM DISTANCE FROM SLAB CRACK TO COLUMN. (1 YB" MIN. EMBEDMENT) SLAB SHALL BE IN GOOD CONDITION FOR SIZE 3 1/2' MIN. SEE FOOTING IN BEAM SPAN TABLE .�, EXfSTING— _ST B,_� O 4J ATTACHED COVERS ONLY $ !� - -- � I c d 0 C ; v POURED CONCRETE FOOTING SEE TABLES QU::�L POSTS TO CONC. FOOTING ATTACHED COVERS ONLY —I �' • I I W : ; I I :. `• m • ~ I � � � LL ~ ' W Z N Qa (1}7/2"OM.B. •.,:'� •' _ 9"LONG 1' x FROM END QQ OF POST ' • m z POURED SQUARE, SEE FTG. CONCRETE SCHEDULE IN BEAM FOOTING SPAN TABLES POST EMBED. 9 INTO INTO FOOTING ' 25'- 30- CUBED (2) (4}12.0 - '31141 26• 32"SQ. 23" 31'- 34' CUBED (2) (4) -SM -0 4• 28' 35" SQ. 2S 30' 39' SQ. 28" 35' - 39' CUBED (2) (4}3/4.0 43/4• 32' 43" SO. 30" 40•-a2• CUBED (2) (4}314.0 4 3/4• • 47' SQ. 32' 36• 51' SQ. W. NOTE BOLTS SHALL BE SIMPSON STRONG -BOLT 2 SS (ICC -ES ESR -3037) 1) MAY USE EITHER STEEL T BRACKET OR ALTERNATE FREESTANDING BASE PLATE 2) REQUIRES USE OF ALTERNATE FREESTANDING BASEPLATE �" 5S SQ. 37' 60' SQ. 39" 42" 64' SQ. 41• �' s� sQ. 43 CUBE FOOTING 1W 31?SLAS ALUM. ALLOY 3.00" OR 6063-T6 —2.40"— ,0%' ' � 1.375" 0 0 x;75" 1.60" 1.5 .090" TYP. INSTALL %'x 1Y2" x Ye" HD G WASHER PLATE AT ANCHORS FOR 130 MPH NOTE: CONCRETE SLAB ANCHORS SHALL BE 3IB" DIAMETER SIMPSON STRONG -BOLT 2 SS q 7/16"0 HO FOR 3/8" ASTM A506 GRADE B INSTALL %"x 1Y2" x Y" HDG WASHER PLATE AT ANCHOR; 157". TYP. USE FOR 3" OR 4" STEEL POSTS CL 2- 5/16"0 NOTE CONCRETE ANCHORS ARE SHOWN IN TABLE 1. STEEL "T' BRACKET 2 FLANGES 2 1 /8" APART BASE FLARES TO 3WDE EA. SIDE OF FLANGES FOR 3" POST, 4" WIDE FOR 4" POST 1-7/16"0 HOLE & 2-3/8" HOLES TYP. EA. SIDE (3)-3/4"0 B FOR POST TYPE F, G, H, I, (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- INSERT-- 9" /16" 3" OR 4" SQ. INSERT x 0.188" ASTM A500 GRADE B STEEL INSERT9" SQ. X 5/8" THK THK BASE PLATE (ASTM A500 GRADE B STEE411 6)V 1 Ya' WELDED STEEL BASE PLATE 1 ALTERNATE FREESTANDING BASE PLATE ANCHOR O N OC -4 CD UQ r L ILLI m M �! ~Qm w > LL QzL � O o N �cl S58 5 TF OF CAI\ 11/14/16.1, DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS MARK DATE DESCRFnom 4 STEL JOB 8 161071 DATE 11/141% DRAWN BY AT CHECKED GM COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS SH - 10 10 OF 50 SHEER I< 17 I ,. A e o C D o E o F o G' o H o I o r . LATERAL FORCE RESISTING SYSTEM (LFRS)TOR ATTACHED COVERS /BEAM SPLICE TO ,)BEAM DIRECTLY OVER 5/8"0 PLASTIC POST. NOT PERMITTED PLUG WHERE @ 6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE PER SIDE5. I 5^ _ #14 SMS MAY BE USE AS 13.55 - ALTERNATE TO1/4"0 BOLTSAV NOTE 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. ROL INSULATED �TERLOCKINC- WALL HANGER ClIc 8 BEAM '5" ❑1 .OR a SEE NOTES01 BELOW I 16 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 1❑ 3" SQ. x .032" + (2)-2" x 6 1/2" z 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE.; 2❑ 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 ROOF PLAN ' FASTENERS, --T 4 OROOF HANGER #14 SMS 8 32' O.C. 4 MIN, PER .o-. 0 LL -FORMED #14 SMS 8 32' D.C. MAX. IRP (4 MIN. PER PANEL INTERLOCK) DLL -FORMED J ALUMINUMPANEL M TDP 6 BOTT. P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 14 L 04 o) 17 2 N O Iri � � M U) W ( Li- LIJ > — Q Z Lo O O (!j p 04 rn Q�fESS Int S5885 TF OF CA0�� 11114116 DURALUM; IAPMO 0195 AHJAPPROVAL REVISIONS MAfIX OATS DESCRIPIIDN 4 STEL JOB S 161071 DATE 11/14116 DRAWN BY AT CHECKED GM LATERAL FORCE RESISTING SYSTEM MIN. NUMBER OF REQ. COLUMNS SH --11 11 OF 5D SHEET'S t 2"X6.5"X0.032" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP. BI EXP, C EXP. BI 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 mo 2"X6.5"X0.042" SIDE PLATES 110 MPH 120 MPH 130 MPH EXP, BI EXP. C EXP. B EXP. 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 6 5 7 NOTE 1. MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 7. SEE SHEET 7 FOR POST TYPES. ROL INSULATED �TERLOCKINC- WALL HANGER ClIc 8 BEAM '5" ❑1 .OR a SEE NOTES01 BELOW I 16 1/2" SIDEPLATE EA. SIDE SEE POST SCHED. #14 SMS EA. SIDE TOP, MID HEIGHT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES POST SCHEDULE 1❑ 3" SQ. x .032" + (2)-2" x 6 1/2" z 0.032" 3" SQ. x .032" + (2)-2" x 6 1/2" x 0.042" W/ (6)-#14 S.M.S. EACH SIDE.; 2❑ 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 ROOF PLAN ' FASTENERS, --T 4 OROOF HANGER #14 SMS 8 32' O.C. 4 MIN, PER .o-. 0 LL -FORMED #14 SMS 8 32' D.C. MAX. IRP (4 MIN. PER PANEL INTERLOCK) DLL -FORMED J ALUMINUMPANEL M TDP 6 BOTT. P OROLL -FORMED PANEL INSULATED ROOF PANEL INTERLOCKING SEAM INTERLOCKING JOINT 14 L 04 o) 17 2 N O Iri � � M U) W ( Li- LIJ > — Q Z Lo O O (!j p 04 rn Q�fESS Int S5885 TF OF CA0�� 11114116 DURALUM; IAPMO 0195 AHJAPPROVAL REVISIONS MAfIX OATS DESCRIPIIDN 4 STEL JOB S 161071 DATE 11/14116 DRAWN BY AT CHECKED GM LATERAL FORCE RESISTING SYSTEM MIN. NUMBER OF REQ. COLUMNS SH --11 11 OF 5D SHEET'S t d o C e D o E o F o G e H o I e J BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SPLICE DETAILS 11 fBEAM_''TO PAST D€TAI.LS-12 BEAM TO POST DETAILS 13 1 SIMPLE SPLICE • FULL MOMENT •[W- 9" -- 24 I OPTIONAL DECORATIVE FASCIA ' I I ° #10S m S (e TOL II #12 S.M.S.II TYP. THICKNESS =.035 (24 TOT " 6.38• TYP• THICKNEISS =.035" II 11 + II + + t+ t t tt 2 ALUM. ALLOY 3004-H36 a OR 6063-T5 FOR EXTRUDEDALUM. ALLOY 3004-H36 w OR 6063-T5 FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS ° SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE 3° ( STL C -BEAM TOTAL -(8)-112"0 BOLTS I---- ISO. POST 3 SPUCE WHE ° OCCUR ALUM. ALLOY 4 6063-T6 4" [-BEAM 3-0 MOMENT C -SPLICE im 0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPUCE WH OCcul I -_- ALUM. = (WOOD, ALUM OR HARDBORD ) (2)#10 S.M.S.@ EA. 2'-0" VALLEY, TYP. (12) - #14 z 1R" S.M.S. EACH SIDE OF 3• 1.00 0 � 2.00 o 0 O O - ALTERNATE 1/4"0 BOLT W/ WASHER So EA SIDE OF 3• SPOST 0 e ---+ 1.10• 16 1 " 1 .7 I O I ALUM. ALLOY 4 6063-T6 4" [-BEAM 3-0 MOMENT C -SPLICE im 0 NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPUCE WH OCcul I -_- ALUM. = ALUM. ALLOY S 6063-T6 7" [-BEAM 1/2" SQ. OR 2" LATTICE TU - - ALUM. ALLOY 3105-H25 1� I 50" I _ 1.50" 28" -c I 2111 2�� r .018" MOMENT C -SPLICE 2"x3" LATTICE TUBE ALUM. ALLOY 3105-H25 28" 3" 2.. .018" m (WOOD, ALUM OR HARDBORD ) (2)#10 S.M.S.@ EA. 2'-0" VALLEY, TYP. (12) - #14 z 1R" S.M.S. EACH SIDE OF 3• 1, 5' 0 4, ' 0 O 0 0 - ALTERNATE 1/4"0 BOLT W/ WASHER So EA SIDE OF 3• SPOST 0 e ---+ 1.10• 16" 1 " 1 .7 I O I ALUM. ALLOY S 6063-T6 7" [-BEAM 1/2" SQ. OR 2" LATTICE TU - - ALUM. ALLOY 3105-H25 1� I 50" I _ 1.50" 28" -c I 2111 2�� r .018" MOMENT C -SPLICE 2"x3" LATTICE TUBE ALUM. ALLOY 3105-H25 28" 3" 2.. .018" m AS NEEDED TO CLEAR I SQ. POST,CONNECT WEB r TO POST WI (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8" 0 THRU BOLTS @ T I -BEAMS H - BRACKET TO POST 3" x 8" x.042" BEAM, 3" SQ. STEEL OR MAG BEAM. 10 1. (6)-#14 SDS @ EA, SIDE TOP & BOTT. TOT.=24 3" X 3" ALUM. OR STEEL POST._ LATTICE TUBE TO RAFTER ; 16 #8 x P "SMS, 2 1/2" 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. - TO 6"D.C. MAX 4-#14 z 1? S.M.S. EACH SIDE OF 3' SO. POST (B-TOTAU ALTERNATE 114.0 BOLT W/ WASHER EA SIDE OF 3" SO. POST t_T GUTTER FASCIA 3R 3" SQ. POST MAG BEAM 3"SQ. STL BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS (WOOD, ALUM OR HARDBORD ) (2)#10 S.M.S.@ EA. 2'-0" VALLEY, TYP. (12) - #14 z 1R" S.M.S. EACH SIDE OF 3• 12.-#14 SDS SQ. POST (S -TOTAL) - ALTERNATE 1/4"0 BOLT W/ WASHER So EA SIDE OF 3• SPOST 0 e ---+ 1.10• _-I 1 .7 I O I GROUP I NOTCH [-BEAM FLANGE ' 235' F -}l 3" SO. POST AS NEEDED TO CLEAR I SQ. POST,CONNECT WEB r TO POST WI (2) - 5/8" 0 THRU-BOLTS @ 4" I -BEAM, AND (3) - 5/8" 0 THRU BOLTS @ T I -BEAMS H - BRACKET TO POST 3" x 8" x.042" BEAM, 3" SQ. STEEL OR MAG BEAM. 10 1. (6)-#14 SDS @ EA, SIDE TOP & BOTT. TOT.=24 3" X 3" ALUM. OR STEEL POST._ LATTICE TUBE TO RAFTER ; 16 #8 x P "SMS, 2 1/2" 1 1/2" SQ., 2" SQ., OR 2"x3" LATTICE @ 3" O.C. MIN. - TO 6"D.C. MAX 4-#14 z 1? S.M.S. EACH SIDE OF 3' SO. POST (B-TOTAU ALTERNATE 114.0 BOLT W/ WASHER EA SIDE OF 3" SO. POST t_T GUTTER FASCIA 3R 3" SQ. POST MAG BEAM 3"SQ. STL BEAM RAFTER "TAIL" TO GUTTER NOTE: THIS DETAIL IS LIMITED TO 10, 20 & 30 psf ROOF LIVE AND SNOW LOADS "L" FASTENERS 1'-0" 4 - #14 SDS 2'-0" 6 - #14 SDS T-0" 12.-#14 SDS FASTENER SPACING = 3/4" FASTENER TO FASCIA - SEE TABLE — FASTENER TO RAFTER TAILS - SEE TABLE �— OPTIONAL LATTICE TUBES #14 x 1/2" S.M.S. TOP & BOTT. (2}TOI e 0 ROOF PANEL0 0 e rt FASTENER 6 112" 00 GROUP ROLLFORMEDORo0 EXTRUDED GUTTERALUM. BRACKET X #14 S.M.S. @12"O.C. FASCIA 6 112'k2"x.0241" "L" SEE TABLE RAFTER "U" BRACKET - RAFTER TO BEAM 3.125" FOR 3 x RAFTER 2.125" FOR 2 x RAFTER t = .040" @ 6063-T6 1 1/2" ' (6) - #14x 3/4"TEK SCREWS BRACKET TO RAFTER t/�, MIN, 0 - 0 s? :9 (6) - 914x Y4" TEK SCREWS BRACKET TO BEAM N Lu CN M �;z~Q rn U U gt 0 O JL W LJ_ LLl 0 CD Q O D O cl CV � QpQFESSI o S5885 TF OF CAS 11/14/16 DURALUM IAPM0 0195 AHJAPPROVAL REVISIONS uARK DALE DESCRFn0H 4 STEL JOB # 161071 DATE 11/14116 DRAWN BY AT CHECKED GM BEAM TO POST & LATTICE TUBE TO RAFTER CONNECTION DETAILS SH - 12 12 OF 50 SHEETS ^ tl e C e D e E e F e G e H HOW TO DETERMINE TRIBUTARY WIDTH TO WALL HANGERS LEDGERS AND SUPPORTING BEAMS 1 TRIBUTARY WIDTH TABLE 4 - PROJECTION 2 CLEAR SPAN TRIBUTARY TRIBUTARY= h WIDTH 1 112 SPAN + O.H. I0.11 NOTE: TRIBUTARY ON MULTIPLE SPANS IS s EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED J J 0 Z F- U) X III FAN BEAM (19'-0" MAX SPAN) T=•075' TYP• FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM ltiA x � 1/7-- c n c cr.RFw \— #12 S.D.S. SCREW J N ` N CD tJ W m M ~ Q mg U)V O c w Li- w>- 0 Q S cn o cl N O lztO �9QpQFESS Igy� LT S5885 1k t, TF OF CAL�F� 11/14/16 DURALUM IAPMO 0195 AHI APPROVAL i REVISIONS MAWI DATE DESCWPTON 4 STEL JOB R 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS CLEAR SPAN (FT.) O.H. 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 •11 11 12 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP 3' - 7 7 8 8 9 9 10 •10 11 11 12 12 NP NP NP 4' - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP 5' - - - - - I 11 11 12 12 NP NP NP NP -NP. NP NP CLEAR SPAN TRIBUTARY TRIBUTARY= h WIDTH 1 112 SPAN + O.H. I0.11 NOTE: TRIBUTARY ON MULTIPLE SPANS IS s EQUAL TO CENTER SPAN TO CENTER SPAN NP - NOT PERMITTED - SITE SPECIFIC ENGINEERING REQUIRED J J 0 Z F- U) X III FAN BEAM (19'-0" MAX SPAN) T=•075' TYP• FAN BEAM ALUM. ALLOY 6063-T6 FAN BEAM ltiA x � 1/7-- c n c cr.RFw \— #12 S.D.S. SCREW J N ` N CD tJ W m M ~ Q mg U)V O c w Li- w>- 0 Q S cn o cl N O lztO �9QpQFESS Igy� LT S5885 1k t, TF OF CAL�F� 11/14/16 DURALUM IAPMO 0195 AHI APPROVAL i REVISIONS MAWI DATE DESCWPTON 4 STEL JOB R 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM HOW TO DETERMINE TRIBUTARY WIDTH & FAN BEAM DETAILS SH - 13 13 OF 50 SHEETS E CVS N co LTi rn M � 6 W LL W — � L QZ CS') � � O O C14 � cl Q�FESS ICyygl S5885 � TF OF 11/14/16 DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS euwc ach oesrnMo" 4 STET JOBS 16.7077 DAA w1a1s DRAWN BY AT CHECKED GM _SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, B C o D o E o F i o G o H o I o JCD ATTACHED &FREESTANDING SOLID COVERS -10 PSF LIVE LOAD -110,120,`130 MPH - EXP. B & C 7" I -BEAM 7" I -BEAM �/ (2) "C" INSERTS I DBL. 2"x6.5"x0.042" /�DBL. 2"x6.5"x0.032" R ��3tx8ix0?042BEA-. M ORO— V o 2 3 ^ 1y C C O t .J � O MAX.COL MAx.COL SPACING ON SLAB (2). (3} Ir � o 00� ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL'/D FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID r z I—o m S� F ; MAX POST FTG. SPACING (IN.) (SPAN) (1) MIN. PO POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (�) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (gpgpl) (IN.) (1) MIN, POST TYPE MAX:POST MAX.POST FTG, SPACING SPACING FOR DBL. FOR 3"x8" (IN.) 2"x6.5'k0.03Y BEAM (1) MIN. POST TYPE MAX.FOST MAX.POST FTG, SPACING SPACING FOR DBL. FOR 3'x8" (IN.) 27c0.5'x0.032 BEAM (1) MIN. POST TYPE 13'-7" 5' 26' 26'-9" ?26 E 24' 2'3'-8" 334 G H 29 29'-6" 227 E 26'-26'-2" 335 H I 16'-0"6'-0" 222 g 16'-0" 29 15'-3" 30 G 13'-2" 13'-8" 19 12'-7" 2'-10" 21 B 13'-2" 13'-8" 27 12'-3" 12'-7" 29 G 5' 11'x" 6' 25'- 25'-3" 227 E 23' 2'2 -4" 333 G H 27 27'-9" 228 E 25 334 G H 14 14'-7" 223 B 14'-1'4 =0" 229 G 12._ 11 -6 12'-6; =9" 19 g 12'-"1 -2 12'-6"11--6—f'2_8 -0. 228 G 6' 9'-8" 7' 24'-0 4'-0 228 E 121'-9" 32 G 26'-4" 26 21'-3" 33 H 26'-4" 29 E 24'-0" 32 H 13'-6" 21 23'-4" 34 13'-6" 23. C 13'-6" 28 29 G 11'-2" 11'-7" 20 10'-8" 0'-10" 22 B 11'-2" 11'-7" 27 10'-4" 10'-8" 27 G , 7 8'-6" 8' 23' 23'-0" -2—L29 E 20'-1 32 25'3"* 27 20'-3" 32 H 25'-3" 30 E 23'-0" 33 12'-8" 21 22' 4" r3 3 H 12'-8" 24 C 12'-8" 28 12'-2" 28 G 10'-6" 10'-10" 20 10'-0" 10'-2" 22 B 10'-6" 10'-10" 27 9'-9" 10'-0" 27 G 8 7�_� 9' 22'-1" 2;7 22'-1" 30 E 20'-1" 33 24'-3" 27 7" 33 H 24'-3" 31 E 22'-1" 34 H 12'4" 22 21'-7" 34 I 12'-0" 24 C 12'-0" 29 11'-6" 29 G 9'-10" 10'-2" 21 9'-4" 9'-8" 23 C B 27 9'-2" 9'�" 27 G 9 6'-9" 10' 21' 21'-4" 231 E 19'-48'-10 333 I"'i 23' 23'-6" 232 E 21-4- 20'-9" 334 � 11'-4"1.x.. 225 C 11' 0-10" 229 G 9'-4' -4'9'-0" 9 -29'-2" 223 Ci 9-4- -4 8'_9•' 9 -2 8 -6" 227 G 10' 6'-2', 11 20'-8" 28 20'-8" .31 E 18'-9" 34 22'-9" 29 18'-3" 34 � 22'-9" 32 E 20'-8" 35 10'-10" 22 20'-2" 35 � 0'-10" 25 E 10'-10" 30 10'-4" 29 G 9'-0" 8'-4" 21 �'-7" 8'-4" 23 C 9'-0" 28 28 G , 11 12' 20'-120-1" ?32 E 18'- 1 T-9" 335 � 22'-l" 2,-1 " 233 . E 20 119'-7" 335 J 10'•-4"0'-4" 226 E 10'�"0'-0" 330 G 8�-7-8,-2" T-8- 7'-8" 223 C 8 -7"8 -o,. T-8'7,-1 G 12' 4 o s o ^^ L.L C C O � i J Vi ILL a- O MAX.COL SPACING ON SLAB (2),(3) } = �o mg � ATTACHED SOLID FREESTAND/NG SOLID ATTACHEDSOLID FREESTANDINGSOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } o: jo m � rx MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (SPAN) (1) TYPE (SPAN) (IN.) (1) MIN. POST TYPE MAX.POST FTG. SING SPA„ (IN.) (SPAN) (1) MIN, POST TYPE MAX -POST MAX.POST FTG. MIN. SPACING SPACING POST FOR DBL FOR 3'k6' (IN.) 2'k6.59c0.o3Y BEAM (1) ' TYPE MAX -POS MAX.POST F7(,, SPACING SPACING FOR DBL FOR 3"x6" (IN.) yyS.Sx0.o32 BEAM (1) MIN. POST TYPE 13'-7" 5' 26'-9" 24 26' 6" 28 E 24'-4" 34 H 29'-6" 25 36 I 29'-2" 29 E 26'-1 " 35 I 16'-0" 20 25'-4" 36 K 14'-10 22 g 30 14'-7" 31 G 13'-2" 13'-8" -202-1 12'-7" B 13'-2" 13'-8" 29 12'-3" 11'-6" 30 G 5' 11 �� 6' 25'- 0' 229 E 23' 21'-9" 335 H I 27 27'-6" 230 E 25 23'-10 336 H K 14 13'-8" 223 B 14'-1"3.�,. 29 (7 12'-;"1.,�, 12'-6" 0'-8" 222 B 12'_1 1 �-2" 12'-6 O,-0.. 229 G g' 9'-8" 7. 24'-0" 3 -8" _32§_ 30 E 21'- Z°p,�,. 334 H I 26 26'-1 " 27 E 24'- 2"2 -9" 335 H I 13 -612'-8" 223 �. 13'-6" ,�.. 230 G 1"p _8 11'-7p -0" 223 B 11'-1"p.�.. 11'-79 �.. 228 G 7' 8'-6' 8 23'-0" 27 22'-8" 31 E 20'-1 32 25'-3" 28 19'-9" 34 H 25'-0" 32 . E 23'-0" 33 H 12'-8" 21 21'-9" 35 I 11'-10 24 C 12'-8" 28 11'-7" 30 G 10'-10" 21 10'-0" 9'-3" 23 B 10'-6" 10'-10" 27 9'-9" G , 8 7._7„ 9' 22'-1" 28 21 =9 32 E 20'-1" 33 24'-3" 29 34 H 24'-0" 33 E 22'-1" 34 H 12'-0" 22 21'-0" 35 I 11'-2" 24 C 12'-0" 29 29 G 9'-10" 10'-2" 22 C 8'-9" 23 B 9'-10" 10'-2" 28 9'-2" G 9 6'-9" 10' 21' 21'-1" 232 E 19'-48 �" 333 H I 23 23'-2" 233 E 21'4" 20'-2" 334 � 11'-4"0'-8" 225 (i 11'-4"0'-4" 229 G -9'4" 9'-p" 9'-28.•x" 224 C B 9`4" 8'-9" --,9'2'-9" 228 G 10' � 6-2" , 11 20'-8" 29 20'-4" 33 E 18'-9" 34 22'-9" 30 17'-9" 34 � 22'-6" 34 E 20'-8" 35 I 0'-1 22 19'-7" 35 J 10'-2" 25 E 10'-1 30 9'-10" 29 G 9'-0" 8'-4" 22 8'-7" 24 C 9'-0" 8'-4" 28 8'-4" T-1" 29 G , 11 12' 20'-19'-10' 334 E 18'-1 T-3" 334 � 22 21 �-10' 31 E 201- 19'-1 " 335 J 10'-4 9 -9" 226 E 10'-49'-6" 330 G 8'-7" $ -2 T-87,�;r 224 C 8 _ 8'-0" T-8 6 -7" 128 30 G 12' 6 7 �= � ••• O r MAX.COL SPACING ON SLAB (2).(3) F � � o �$ r ATTACHED SOLID FREESTANDING SOLID ATTACHEDSOLID FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID ATTACHED SOL/D FREESTANDING SOLID j o m � SPACING (SPAN) MAX.POST d27 MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. MIN. MAX.POST FTG. SPACING (IN.) POST SPACING (IN.) (SPAN) (1) TYPE (SPAN) (1) MIN. POST TYPE MAX.POST FTG. SPACING (IN.) (SPAN) (1) MIN, POST TYPE MAX -POST MAX.POST FTG. SPACING SPACING FOR DBL FOR 3"x8" (IN.) Yx6.5"x0.03Y BEAM (7) .TYPE MIN. POST MAX.POST MAX.POST FTG, SPACING SPACING (IN.) FOR DBL FOR 3'k6' Yx6.5'x0.03 BEAM (1) MIN. POST TYPE 13'-7" 5' 26'- 25'-9" E 24'-0:--- --22'-4" 337 I K 29 28'-6" 230 E 26' 24'-8" 338 K 16'-0"3,-8" 224 6 13'-4" 332 (j 13'-;"2 _T 13'-10 -9" 222 B 13'- � 2.-3" 13'-0" 3 -0'0'-7" 229 G 5� 11'-4" 6' 25'-3" 4'-3" 30 E 22'-7" 35 I 27'-9" 28 21'-1" 37 K E 24'-1 36 I 14'-T' 22 --23'-Y 37 K 12'-T' 24 g 14'-3" 31 12'32 G 12'-0" 21 23 g 12'-1" 1'-10" 11'-2" 9'-8" G , 6 I ..J 0 vi B O �- 9'-8" 8'-6" 7._7., 6'-2" 5'-8" �� 24'-0" '_1" 8' 23'-0 2 -1 ^ 9' 22'-1" 21'-3" 20'-7” 11' 201-8" 19'-10' 20'-l" g.-3" 12' 231 E 21' 20'-1" 232 E 20'-7" 29 19'-9" 33 E 18' 6" 341 E 1 T-10' 31 35 E 335 E 181-0" 336 34 3624'4" 34 35 34 35 34 35 H K H H I N I I J 26 25'-6" 25'-3" 23'-6" 23'-6" 22'-8" 22'-9" 22'-0" 232 30 33E21' 30 34 31 35 32 36 E E E E 23'-22_1.. 22'-8" -2"K10' 21'-9" 21'-1 " 19'-8" 20'-4" 19'-1" 337 I K 35 I 34 I 34- .I-- 36 J 35 I 36 J 13-6 1'-8" 12'-8" -1026C10' 12'-0" 11•-4". 9'-9" 0'-10" _"2 225 24 24 26 25 27 (� C C E 131 11'-4" 12'-4" -8"30G10'-0"8'7" 11'-8" 10'-1" -1„.. 9'-7" 10'-7" 9'-2" 30 1 30 29 30 29' 30 29 31 (j G G G 11'-10,-8" 11'-19-2" 10'-6" 10'-4" 9'-109'-4" " 9'-9" 8'-1" g'�� _ g - 9'-0" T-8" 9'-0" 8'-4" 8' 223 22 24B9'-9"8'4" 23 24 _23 � 25 23 B C B C C 10-4 10'-6" 9 ' -10" 9'-2" g,�.. - - 8'�" 9'-0" 11'-19,-0., 10'-4" 9'-8" -10" 8,_g„ T-2" 8'-0" P27 27 27 28 27 28 2g G G G G G �� 8 9 10' 11 E CVS N co LTi rn M � 6 W LL W — � L QZ CS') � � O O C14 � cl Q�FESS ICyygl S5885 � TF OF 11/14/16 DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS euwc ach oesrnMo" 4 STET JOBS 16.7077 DAA w1a1s DRAWN BY AT CHECKED GM _SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 3� I 22'- 21._3,. 33T E 19'-9"8'-6" 335 J 10'-49'-0" 227 E 10'-28'-9" 331 H T �"'-10" 225 81-7 T -4 228 _g J G-2" �i 7 -4" 6'-0" G 12' 110-130 MPH SH -16 16 OF 50 SHEETS yy N r r O Z C4 co Lo WrnM N V_ =w W > - Q z U') OO U O rn Q�fESS 1 co S5885 lF OF CA0FO� 11/14/16 DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS MARK DATE DESCRPIwN 4 STEL JOB & 16-1071 DATE i W4116 DRAWN BY AT CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 17 17 OF 50 SHEETS ATTACHED & FREESTANDING SOLID COVERS- 10 PSF LIVE LOAD- 110,120,130 MPH- EXP. B& C 3"x8"x0.042" BEAM 3"x8x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"x8"x0.042" BEAM DBL. 3"X8"x0.042" BEAM L W/ 14 GA. STL. INSERT IVI ,� W/ 12 GA. STL. INSERT ly O W/ DBL. 14 GA. STL. INSERT P W/ DBL. 12 GA. STL. INSERT MAX.COL. ATTACHED SOLID • FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOUD ATTACHED SOLID FREESTANDING SOLID } /► SPACING � �X_ n 0 m MA POST SPACING FTG. MIN, MAX.POST SPACING FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN, MAXPOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. x . m' ly ON SLAB (IN.) POST (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 C (2),(3) c (SPS) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE F C 13-7 „ 5' 19'-3" 21 C 19'-3" 30 G 18'-4" 21 C 18'-4" 30 G 20'-1" 21 C 20'-1" 30 G 25'-1 23 E 25'-1 " 32 H 28'-4" 24 E 27'-8" 35 J 5 O 18'-1" 23 17'-8" 31 18'-4" 23 1T-8" 31 20'-1" 24 19'-4" 32 5'-10" 26 4'-10' 3a 28'-4" 27 27'-0" 37 r 11'-4" 6, 17'-16' 224 C 17'-16'-1" 231 G 16'-9'6,-9" 224 C 16'-96'-2" 231 G 18'-4"8,_4, 225 C 18'-4"7,-8" 331 G 23'-23,-8" 227 E 23'-22,-9" 333 H 25 227 E 25 336 J 6" 25,-10' 24,-10" 6` . 9,�„ 7, 16'-15'-3" 33, 224 C: 16-3-15'-0" 230 G 15'-15'-7" 224 (� 151 230 G 1 r-117,-1" 225 E 17'-116 331 22' 227 22' 333 24'- 228 24'- 335 115'-0" -a G 22'-0" E 21'-1" H z4'-0" E 23,-1" J 7' J 8'-6" , 8 15'-3" 23 E 15'-3" 30 G 14'-7" 22 E 14'-7" 29 G 16'-0" 23 E 16'-0" 30 G 20'-7" 25 E 20'-7" 32 H 22'-6" 26 E 22'-0" 34 J , 8 14'-4" 25 14'-0" 29 14'-7" 25 14'-1" 29 16'-0" 26 15'-4" 30 20'-7" 28 19'-9" 32 22'-6' 29 21'-7" 34 7,_�„ 9' 141-43'-7" 225 E' 143'-2" 330 G 13'-9"3-9" 226 E 13'-93,-3" 330 G 15'-115,_1„ 226 E 15'-114'-6" 230 G 19'�9,�, 229 E 19'-4"8-7" 332 H 21'- 21-2" 229 E 21'- 20-4" 335 J 9, LL 6,_9„ 10, 13'- lo 11 226 E 13'-8'2,-7" 330 G 13'-13-1" 226 E 13'-12-7" 330 G 14'- 14'-3" 227 E 14'- 231 18'x'8 229 18' 4'T-8" 333 20'-120'-1" ?30 20'-119-4" 335 J 10' 2'-10" 1'3-9 G -a" E I I E 6-2 „ 11 13'-1" 24 E 13'-1" 31 G 12'-6" 24 E 12'-6" 31 G 13'-8" 24 E 13'-8" 31 G 17'-7" 26 E 17'-7" 34 H 19'-2" 27 E 19'-2" 36 , 11 O 12'-3" 26 12'-0" 30 12'-6" 26 12'-0" 30 13'-8" 27 13'-1" 31 17'-7" 30 6'-10' 33 19'-2" 30 18'-6" 35 E 12'-6" 31 G 12'-0" 24 E 12'-0" 31: G 13'-1" 25 E 13'-1" 32 16'-9" 27 16'-9" 34 H 18'-4" 28 18'-4" 36 27 11'-6" 31 12'-0" 27 11'-6" 31 13'-1" 28 12'-7" 32 G 16'-9" 30 E 16'-2" 34 I 18'-4" 31 E 1T-8" 36 J 12' MAX.COL. = ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID I FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ^^ SPACING F F_ :) o E MAX.POST SPACING FTG. MIN. MA POST 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. '(IN.) MIN. MAX.POST FTG. MIN. MAX.POST FTG. MIN. x L.L ON SLAB � g (IN.) POST (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING POST SPACING (IN.) POST SPACING (IN.) POST m� (2),(3) r (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE � 5, 19'-16'-6" 224 C 19 -1'6 332 G 18'-4"7'-4" 224 Ci 18'-4'7 333 G 20 -119,-0" 225 (� 20'-1; 333 G 25'-24'x^ 227 25'-13'-10' 3 36 H 28 228 27'-26,-1 337 1 5, N13'-7„ B _1 ^ -0" H 8,-6" H E K 26'-8" E " K 11,-4„ 6, 17'-15'-1" 225 (; 171 332 G 16'-95'-10' 225 (; 16'-9"5,-6" 332 G 18'-4"7,„ 226 (� 18'-4 333 G 23 228 23'-21'-9" 335 H 25'-24'� 229 25'-23,-9" 336 H 14'-8" 7 0„ H 22'-3" E 1 E J 6, 9,�„ �, 16'-14-0" 225 C 16'-13-8" 331 G 15'-14'-8" 226 �• 151-114-4" 331 G 17'-116,_1„ 226 E 17'-115,-8" 332 G 22'-20-8" 229 E 22'-20,-2" 334 H 24 229 E 24'-022'-1" 335 H 7, 22,-7" I J $,-6„ 8' 15'-3" 24 E 15'-3" 30 G 14'-7" 23 E 14'-7" 29 G 16'-0" 24 E 16'-0" 30 G 20'-7" 26 E 20'-7" 32 H 22'-6" 27 E 22'-6" 33 H , 8 13'-1" 26 C 12'-9" 30 13'-9" 26 13'-6" 31 15'-1" 27 14'-8" 32 19'-4" 29 8'-10' 34 21'-2' 30 20'-8" 34 I C6 7,_�„ 9' 14'-4" 24 E 14'x" 30 G 13'-9" 24 E 13'-9" 30 G 15'-1" 25 E 15'-1" 31 G 19'-4" 27 E 19'-4" 32 H 21'-2" 27 E 21'-2" 34 H 9' LL 12'-4" 26 12'-1" 30 13'-0" 27 12'-8" 30 14'-2" 27 13'-10" 31 H 18'-3" 30 7'-10' 33 20'-0" 31 19'-6" 34 co 6,_9„ 10' 13'-81'-8" 227 E 13' 330 G 13'-1'2,_4„ 227 E 13'-1'2'-1" 330 G 14-313'-6" 228 E 14'- �'3 331 H 18'-4"7 230 .3 33 t { 20'-119,-0" 231 E 20'-118'-6" 333H0,2" 1 V-6" H -2" �" 11' 13'-1" 25 E 13'-1" 31 H 12'-6" 25 E 12'-6" 31 G 13'-8" 25 E 13'-8" 31 17'-7" 28 33 19'-2" 28 19'-2" 3411'-2" 27 11'-0" 30 11'-9" 28 11'-6" 30 H 12'-10" 28 12'-7" 31 H 16'-7" 31 LE' 33 H 18'-1" 32 E 1T-8" 34 -8" 12' -'"227 E 12'-00_6^ 31 H 12'-0" 228 E 12'-0"1'-1" 330 I 13'-1" 26 E 13'-1" 32 H 16'-9" 28 34 H 18'-4" 29 E 18'-4" 35 3" 12'-4"29 '"32 15'-10" 31 33 I 17'-4" 32 17'-0" 34 12' MAX.COL Y I =x ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID ATTACHED SOLID FREESTANDING SOLID } ^= SPACING o MAX.POST SPACING FTG. (IN.) MIN. I POST MAX.POST SPACING FTG. MIN. MA 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.p u. ON SLAB M (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING ((1) POST m (2),(3) (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE ct . "18'-4" 13-7 5' 23 C 18'-3" 33 H 18'-4" 23 C 18'_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 5 , O 15'-1" 24 B 14'-9" 33 16'-0" 25 B 15'-7" 3a 17'x" 26 17'-1" 35 I 22'-4" 28 1'-10' 37 K 24'-6" 29 24'-0" 38 K r 11,x„ 6, 16'-93'-10" 225 (', 16'-9'3,-6" 332 G 16'-9'4,-7" 226 (� 16'-6'4,-3" 333 G 185'-10' 226 (; 18'-0 334 H 23'-20'-6" 229 E 23'-20,-1" 336 I 25 230 E 2521-10" 337 J H K 22'4" K 6, 9,�„ 7, 15'-12'-9" 226 (; 15'-6'2,-7" 332 G 15'-113'-6" 226 C 15'-1"3 332 G 1 T-114,-9" 227 E 16'-8"4,-6" 333 G 22 229 E 21'-G'8,-7" 3 H 230 E 23' 336 ( -2" H 9'-0" 5 124'- 20,-9" 20'-3" K 7, .J 8'$" 8' 14'-7" 25 E 14'-6" 31 G 14'-7" 25 E 14'-3" 31 G 16'-0" 25 E 15'-7" 32 20'-7" 28 20'-1" 34 H 22'-6" 29 22'-0" 35 . 8 12'-0" 26 C 11'-9" 31 12'-8" 27 C 12'-4" 32 13'-10' 28 13'-6" 32 H 17'-9" 30 E 1 r4 35 35 I 19'-6" 31 E 19'-0" 35 I cd 7,_T„ 9' 13'-9" 25 E 13'-8" 30 H 13'-9" 25 E 13'-6" 30 H 15'-1" 26 E 14'-8" 31 19'x" 28 E 19'-0" 33 H 21'-2" 29 E 20'-8" 3a H 9' 11'-4" 27 11'-1" 31 G 12'-0" 27 11'-8" 31 G 13'-1" 28 12'-9" 32 H 16'-9" 31 16'-4" 34 18' 4" 32 18'-0" 35 1 U) 6,_9„ 10, 13'-10•-9" 227 E 13'-0'O,-7" 330 H 13,_;„1 228 E 12'-9"1-7" 331 H 14'- ;°2,�„ 229 E 14 331 18'x'6,-0" 231 18'-0"5-7" 334 20'-117'-4" 332 19'-817,-1"5 H G �„ 012,-1" H E H E 1 10' 6'-2' 11 12'-6" 26 E 12'-6" 31 H 12'-6" 26 E 12'-2" 31 H 13'-8" 27 E 13'-4" 31 17'-7" 29 E 1 T-2" 33 19'-2" 30 11 O 10'-3" 28 10'-1" 31 10'-10' 28 10'-7" 31 11'-10' 29 11'-7" 31 H 15'-2" 32 4'-10' 33 H 16'-7" 33 E 16'-3" 340, I �- 5,-8„ 12, 12'-9'-10" 228 E 1'-19'-8" 331 H 12'-0'0'-a" 229 E 11'-8^p,-1" 331 H 13'-111'-4" 230 E 12'-9"1,_1" 331 16'-94'-7" 332 E 16'-6a-3" 333 I 18'-4'5-10 333 E 18'-0"5-7 334 I H 12' yy N r r O Z C4 co Lo WrnM N V_ =w W > - Q z U') OO U O rn Q�fESS 1 co S5885 lF OF CA0FO� 11/14/16 DURALUM IAPMO 0195 AHJ APPROVAL REVISIONS MARK DATE DESCRPIwN 4 STEL JOB & 16-1071 DATE i W4116 DRAWN BY AT CHECKED GM SOLID COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH - 17 17 OF 50 SHEETS A ° B o C$6 D ° E - - ° F , •!• o G - ° —H— BEAM -.. H J 1 2 3 i° ,. 4 s 0 6 s _ - BEAM TYPES AT 8� FREESTANDINGiL•`ATTICE COVERS�10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B & C :: ' '-• 32" AL 6 5"x0 032" � 3"x8"x0 42" BEA SQ.x0.0 UM. BEAM GA. STL. "U"CHANNEL � R�' � J •0 M } ATTACHED FREESTANDING ATTACHED FREESTANDING .032° 6.5° MAx.COL. T=12 GA. .042 - •• ^�^ SPACING � o MAX.POST ,FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG MAX.POST MIN. •POST MAX.POST FTG, MIN. j p ASTM A653 SS '. 8.0' L.L ON SLAB m � SPACING ` (IN.) POST SPACING (IN.) POST SPACING SPACING (IN.) POST SPACING SPACING (IN.) POST m _ GRADE SOG60 (p),'(3) � (SPAN). ..(1) TYPE (SPAN) (1) TYPE 2'x65R'kD0�032' FBEAM6" (1) TYPE 2••F�o,5xD003 FOR 3x8* (t) TYPE F� 0.042• C _ ..032° � TYP. 14'-7" 29 G 14'-1 "` 15'-4" 15 15'-4" 28 , „ 15 •ALUM. O 13-7 5 16'-9" B ----14'-7" 31 H 14'-10" B 17 1-14'-V 15'-1" 30 G 5'' MAX 11,x" 6, 15'-3" 16 B 13'-3" G 13'-7" 14'-1" 1.5 13'-7" 14'-1" 28 , IT -3-13930 H B 13'-9" 29 G • 6 �-�•3.0'—•�I DBL 2"x6.5"xo.032" - y 9,-9„ 7, 14'-2" 16: 12'-4" 28 13'-1" 15 12'-7" 13'-1" 28 , • I ALUM. ALLOY 3004-H36 1: _ 18 B 12'x" 30 G 12'-7' 13'-1" B 17 12'-3' 12'-9" 29 G 7 3" SQ.x0.032" ALUM. BEAM OR EQUAL � • 13'-3" 'l 6 • 29 11'-9" 12'-3" 16' 11'-9" 12'-3" 28 , E W/ 12 GA. STL. "U" CHANNEL � ' , _DBL:2"x6.5"x0.042" 3x8"x0.042" BEAM 8'-6". 8 13'-3" . 19 B 11'-7" 29 G 12'J3" g • 18 12'-0" 28 G 8 • ASTM A653 SS 1 ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004H36 J , ' - 12'-7" 171 11'_D" 2g 11'_2" 11'_]" 16 11'-2" 11'-7" 29 GRADE so Gso OR EQUAL OR EQUAL •� 7 _]„ 9 12'-7" ,,. 19 4✓ 11'-0" 29 G 11'-2' 11'-7" B 18 10'-10' 11'-3" 28 G 9' • � 6'-10 , 10 17 10'-4" 30 10'-7" 11'-0" T6 10'-7" 29 , • _ . 25° � 12'-02'-0" : 19 C 10'-4" . 30 G 10'-7' 11'=0' B 19 10'-3' 10'-8" 29 G 10 11'-4" ,17 C 30 H 10'-6" B 17 10'-1" 10'-6" 29 11' • _ O 6' 2" 11'-4" •_ 20 30 10'=1' 10'-6" 19 9'-10' 10'-1" 29 G • - .: •-' _ • . r 101-101, 18 g'$" 30 g,$„ g,$„ 17 g,$„ , 9'$„ 29 . T=,2 0 <0'-10^ ;:.: 20 C s'$° 3o H s'-8° C 1 s s' -s° s'-2„ 29 G 12' - - 7.875° ASTM _ �:y . _ A653 SS .i - GRADE so Gso � hANTG CHED FREESTANDING ATTACHED FREESTANDING � MAX.COL MAX.POST MAX.POST MAX.POST MAX.POST ' 8.0° ^�^ SPACING DO FTG. MIN•MAX.POST FTG. MIN.FTG. MIN. �G.MIN.0.042"L.i- ON SLAB �9 (IN:)' POST SPACING (IN.) POST FOR SPACING FOR 3"x8"(IN.) POST SPACING FOR SPACING (IN.)POST0.625°(p),(3) i'(1) TYPE (SPAN) (t) TYPE 2"x6.5'x0.03Y BEAM (1) TYPE 2"x8.5"x0.032" BEAM (1) TYPE � • 16 14'-7" 31 15'-4" 15 14'-1 15'-4" 30 , • 2.875° O 13'-7" 5' 16'-96-4" .:18 B 14'-7" 33 J 14'-8" 15'-2" g 18 14'-1" 14'-7" 31 G 5 1 , • 3"x8"x0.042" BEAM N 11'-4" g' 15'-3" .16 13'-3" 30 H 13'-7" 14'-1" 16 13'-7" 14'-1" 29 , I I W/ 14 GA. STL. INSERT � 15'-0'. ;x•.19 B 13'-3" 32 I 13'-4' 13'-10' B 18 2'-10" 13'.4° 31 G 6 MAX. ASTM A653 GRADE 50 G60 9'-9" 7. 14 3'-10" •1 19 g 12'-4'2'x" 231 G I 12-7" -2 � 13'-; z -10 B 16g 12'-712'-0' 13'-112 � 230 G 7' " - 3"x8"x0.042" BEAM 17 11'-7" 29 G 11'-9" 12'-3" 17 11'-9" 12'-3" 28 ill DBL. 3x8"x0.042" BEAM W/ 12 GA. STL. INSERT J 8'$" 8' 13'-0" . 20 B 11'-7" 31 H B 19 11'-2" G 8' r_ 30 ALUM. ALLOY 3004H36 N ASTM A653 GRADE 50 G60 „ E-7 18 C 11'-0" 29 G 11'_7" B .17 11'_2" 11'-7" 29 G OR EQUAL 7'-7 9 -9' NOTE: WHERE 12 AND 14 GA STEEL INSERTS OCCUR AS LL. 1 20 30 H 11'-D' 11'-4" 2D 1 D'-7" 11'_D" 29 'SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED � 6'-10" 10' 18 1 D'-4" 3D G 10'-7" 11'...0" 17 11'_0^ 29 , THE FULL LENGTH OF THE 3"x8" BEAM. ^ H 10'-6' 10'-9" g 20 10'-1" 10,..4„ 29 G 10 _ L.L 11'-4" 18 9'-10" 30 10'-1" 10'-6" 17 10'-1" 10'-6" 29 FOOTNOTE: "SAMPLE" ' O 6'-2" 11' 11'-2" ; 21 C 9'-10" 30 H 10'-0" 10'-3" B 20 9'-7" 91-61,29 G 11' FIGURE INDICATES 5'$„ 12, 0'-10" 1830 9'$" 18 9'-8" 9'-8" 29 , EXPOSURE B� 10'-8" , 21 C 9'-6" 31 H 9'-7" 9'-4" C 21 9'-2" g'_g" 30 G 12 FIGURE INDICATES T=12 OR ._ • EXPOSURE C 14 GAA653 SS . ( y WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. ASTM GRADE 8.p° • • ¢_ ATTACHED FREESTANDING �-ATTACHED�j) -• FREESTAND/NG • � MAX.COL - � P S 2 • f so G50.SPACING �o �•pOST FTG. MIN. MAX.POST FTG. MIN. MAX.POST MAX.POST FTG, MIN. MAX.POST MAX.POST F7(,• MIN. �jp J�L.L ON SLAB mg SPACING ON.) POST SPACING (IN.) POST SPACING SPACING (IN•) POST SPACING SPACING (IN.) POST m • .042° I � , (2), (3) � (SPAN) ;(1) 'TYPE (SPAN) (1) ' TYPE 2•xFOR 5 XDBL. o32' FOR BEAM 6° (1) TYPE 2°x6 S D.032^ FOR 6° (1) TYPE � �' FOOTNOTES TO ALL SPAN TABLES: 1. FOOTING SHOWN REPRESENTS LENGTH OF. , •y - � , 16'-9" 17 p 14'-7" 32 I 15'-4" � 16 14'-1 15'-2" 31 G 5, EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. `13'-7" 5 15'-0" � 19 v 14'-7" 34 J _ 4'-10' 19 13'-8" 14'-2" 33 H WHERE SLAB OCCURS, CUBED FOOTING SIZE - • � - � ,.- -115'-3 p _ MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY:(�111'�") 13,_g„ 1 20 p 13' 1'3'-3" 334 I J 13 -713'-1 14'-1 13-7 B 1; 9 13'-712 -6 13'-113'-0" 332 G 6, —+fes- °� �•( - ' _ 2. THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE THE SMALLER OF THE MAXIMUM SPACING w .: MAX - • � 9 -9' 7' 14 -2" 18 12'-4" 31 H 12'-7" 13'-1" 17 12'-7" 30 , SHOWN IN THIS COLUMN OR THE MAXIMUM POST _ DBL. 3X8"X0.042" BEAM _ _- • . � '' 12'-9" '20 � 12'-4" 33 J 12'-2" 12'-7" B 20 11'-T 12'_1" 31 G 7 • SPACING SHOWN FOR THE SELECTED BEAM. � W/ DBL. 14 GA. STL. INSERT � „ 13'-3" 1.8 11'-7" 30 H 11'-9" 12'-3" 18 11'-9" 12'-1" 29 , 3, THE SLAB SHALL BEA MINIMUM 1D' -o^ WIDE BY THE v _ASTM A653 GRADE 50 G60 I J 1816 8 11'-10' .,20 g 11'-7" 32 J 11'x" 11'-9" B. 20 10'-10" 31 G 8 MAXIMUM COLUMN SPACING MEASURED AT THE g' 12'-7" 19 11'-0" 30 H 11'_2^ 11'_7" 18 11'-4" 29 g, COLUMN AND SHALL NOT CONTAIN ANY CRACKING FOR DBL. 3"x8"X0.042" BEAM � 11'-3" °•21 B 11'-0" 32 I 10'-9" 11'-2" B 21 10'-3' 1 p'_g" 30 G _-25 8 30 psf. THE DISTANCE FROM COLUMN TO SLAB -.:-- •-� �-.-•• �--�,.,�/DBL. 12 GA. STL. INSERT -• � - - ` ' m C 10'-4" 30 H 10'-7"7" 10'-9" 29 EDGE SHALL BE 91/4" MINIMUM. • � ASTM A653 GRADE 50 G60 6'-10" 10' B 10'-4" 32 G B 21 9'-9" 9'_10" 30 G 10' • ` •' - �� 6'-2" • 11' C30H10'-1"10'-6"B1929GSEE ALTERNATE FOOTING TABLESNorE: WHERE t2 AND ,a GA STEEL INSERTS OCCUR AS10"32I9'-9"9'-10'21g'-0"31SHOWN IN THE SPAN TABLES, THEY SHALL BE INSTALLED rng,-8„g,$„!'+1g29G12SHT. 9 FOR ATTACHED COVERSTHE FULL LENGTH OF rHE 3"x8^ BEAM.5'�"12' 1,9'-6" 31 H1,' • CD N u') s N Z w rn co ow� • L QZ 0co 4 C,4 � Ch � Q�fESS 1(�� S5885 TF OF 11/14/16 •.�: DURALUM IAPMO 0195 y AHJAPPROVAL REVISIONS ewwc an1E 4 STEL JOB R 16.7071 DATE 11/ta16 DRAWN BY AT CHECKED GM LATTICE COVERS ATTACHED, & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH -34 3a OF 50 • f 9'-6" 33 J 9'-4" 9'-1" 22 9'-0" 8'-3" 31 • CD N u') s N Z w rn co ow� • L QZ 0co 4 C,4 � Ch � Q�fESS 1(�� S5885 TF OF 11/14/16 •.�: DURALUM IAPMO 0195 y AHJAPPROVAL REVISIONS ewwc an1E 4 STEL JOB R 16.7071 DATE 11/ta16 DRAWN BY AT CHECKED GM LATTICE COVERS ATTACHED, & FREESTANDING BEAM SPANS, 10 PSF Ll, 110-130 MPH SH -34 3a OF 50 • f SHEETS A o g o C D o E o F o G o H o I o J ATTACHED &FREESTANDING LATTICE COVERS - 10 PSF LIVE LOAD - 110, 120,130 MPH - EXP. B 8� C 1 DBL. 2"x6.5"x0.042" DBL. 3"x8"x0.042" BEAM 3"x8"x0.042" BEAM W/ 14 GA. STL. INSERT 3"x8"x0.042" BEAM / 12 GA. STL. INSERT VV/ DBL. 3"x8"x0.042" BEAM DBL. 14 GA. STL. INSERT M &L 0 } ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING } ¢ = MAX.COL. SPACING � ~o _ MAX.POST FTG. MIN. MAX.POST FTG. MAx•POST FTG. MIN. MAx.POST FTG. MIN. MAx.POST FTG. MIN. MAx.POS7 FTG. MIN. MAX.POST FTG. MIN. MAx.P05T FTG. MIN,MAX.POST FTG. MIN. MAx.POST FTG. MIN.ON SLAB 00SPACING (IN.) POST SPACING (IN.)O llpmiN,l 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 (2).(3) (SPAN) (1) TYPE (SPAN) (1) 'TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (7) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE 2 13'-7" 5' 18'-0" 15 B 18'-0" 29 G 21' 8" 16 B 21'-8" 31 G 20'-9" 16 B 20'-9" 31 G 22'-8" 17 B 22'-8" 31 G 29'-2" 18 �' 33 H 5 , O 18'-0' 18 17'-6' 31 21'-8" 19 21'-2" 33 H 20'-9" 18 20'-2" 33 H 22'-8" 19 22'-1" 33 H 29'-2" 21 36 I r 11,x„ 6, 16'-416-4 168 B 116'-4" 230 G 19'-9 119 �. 19'-9"9,-3" 332 G 19'-0"9,-0" 1 B 19'-0"8,-6" 332 20'- 20,-8" 120 �i 20'- 332 26'-8" 121 E 26'- 335 H 6, r 16-0' 9'-9" 19 G 20-2" G 6,-8" 26,-0" I � 9,_9„ 7, - 15'-215'-2' 169 B 15'-2" 230 G 18'-4"8'-4" 120 Ci 18'-4'7'-10' 331 7'- 17'-7'-'--- 1 C+ 17'-17,-1" 331 19'- 120 19'- 332 4' 24'8" 122 E 24'-8" 4,-1" 334 H 7' 0 '-10" . (j �'T-7" 19 (j 1,9'-2" Ci 1,9'-2" (j 24'-8" J 8'-6" 8' 14'-3" 17 B 14'-3" 29 G 17'-2" C 31 G 16'-0" 18 C 16'-6" 31 G 18'-0" 18 C 18'-0" 31 G 23'-2" 20 E 23'-2" 33 H , 8 14'-3 19 13'-10' 29 17'-2'-1920 16'-9' 31 16'-6" 20 16'-1" 31 18'-0' 21 18'-0' 31 23'-2' 22 22'-,7' 33 � 7'-7" g' 13'-6" 17 C' 13'-6" 30 G 16'-3" 18 E 16'-3" 31 G 15'-6" 18 �' 15'-6" 31 G 1 T-0" 18 E 17'-0" 32 G 1'-1 20 E 1'-1 " ' 34 H 9' � 13-6 19 13'-1' 30 16'-3" 21 15'-9" 31 15'-6" 20 15'-2" 31 17'-0" 21 17'-0" 31 21'-10' 23 21'-3" 34 3 6'-10„ 10, 12'-912,-9' 120 C 12'-912 330 G 15' 1 15 332 14'-9'4, 121 14'-9'4'" 332 16'-116'-1" 19 16'-116'-1" 332 0 223 20'- Z"0,_2„ 3 H 10' -6 5,�„ 21.E 5'-1" G 9" E G E G 20'-9" E 6'-2 „ 11 12'-2" 18 C' 12'-2" 31 G 14'-8" 19 E 14'-8" 32 14'-1" 19 14'-1" 32 15'-4" 19 15'-4" 32 19'-9" 21 19'-9" 35 � , 11 O 12'-2' 20 11'-10" 30 • 14'-8" 21 14'-4" 32 G 21 E 13'-8" 32 G 15'x" 22 E 15'x" 32 G 19'-9" 24 E 19'-3" 34 r 5,$„ 12, 11'-811 120 C 11'-811 331 G 14�-114,-1" 122 E 1 4'-113'-9" G 13'-6 3.-0„ 121 E 13'-6 332 G ' !!-: E 14'-9 3 H 19'-0 �9.-0" E 19'-0"8'-6" - 335 � 12' 0 _8, -4 -�932 3'-1" 14 �922 4 9 '-" -13 -2-1- 24 } C= FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ¢ 4 Z MAX.COL. SPACING �o x MAX•PG. 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. ON SLAB m $ CrrAED SPAC POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POST SPACING (IN.) POSTSPACING (IN.) POST m(2)(3)E(SPA ) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN)TYPE (SPAN)TYPE (SPAN)TYPETYPE(SPAN) (1) TYPE �'�(�)(SPAN)13'7" 5'18'-0"18'-0"31 B G21'-8"17 B 21'-8" 3320'9" H 17 B 20'9"32 G22' -8"18B 22'8"33H29'-29J[H C 35 I, 5 O1 9 17'-0' 31 H 21'-4" 20 20'-7" 34 20'-4" 20 34 H 22'-4" 20 C 21'-6" 35 I 28'-9" 22 " 37 K N 11-4 „ 6 17 B 16'-4" 30 G 19'-9" 18 C 19'-9" 32 G 19'-0" 18 B 19'-0" 32 G 20'-8" 18 C 20'-8" 32 G 26'-8" 20 E 35 I , 6 r 16'-2" 19 15'-7' 30 19'-7" 21 18'-9" 34 H 18'-8" 20 C 18'-0" 33 H 20'-4" 21 19'-8" 34 H 26'-3" 23 " 36 K 9'-9" 7' 15'-2" _1179 B 15'-2" 30 G 18'x" 18 C 18'-4" 31 G 17'-7" 18 C 31 19'-2" 19 C 19'-2" 32 G 24'-8" 20 E 34 H , 7 15'-0" 14'-4" 30 18'-1" 21 17'-4" 33 H 17'-3" 21 16'-8" 33 G 18'-10' 21 18'-2" 33 H 24'-4" 23 " 36 I s J 8'-6" 8' 14'-3" 18 B 14'-3" 29 G 1 T-2" 19 C 17'-2" 31 G 16'-6" 18 �' 16'-6" 30 G 18'-0" 19 C 18'-0" 31 G 23'-2" 21 E 33 H , 8 14'-1' 20 C 13'-6" 29 17'-0' 22 16'-3' 32 16'-2" 21 15'-7" 32 17'-8" 22 17'-1" 33 H 22'-9' 24 ' 35 I J T-7- 1 9 C 13'-0" 30 G 16'-3" 19 E 16'-3" 31 G 15'-6" 19 -1212 C 15'-6" 31 G 17'-0" 19 E 32 G 1'-10" 21 E 34 H � 13'-3" 21 30 16'-0" 22 15'-4" 32 15'-3" 14'-8" 32 16'-8" 22 16'-1" 32 21'-6" 24 34 I9� 6'-10"1p'12'-9" 18C12' -9"30G15' -4"19E15'-4" 32 14'9"9E14'-9" 31 16' -1"20E16' -1"32G20'-9" 21E34H10'12'-7"2112'-13015'-2" 2214' -7"31G2214' -0"31G15'-10'2315'-3"3220'-4"25 34 o ; 6'-2" 11 ' C' 12'-2" 31 G 14'-8" 20 E 32 G 14'-1" E 14'-1" 32 15'-:4t'-'-- 20 15'-4" 32 G 19'-9" 22 E 19'-9 35 � , 11 O 12'-0" 21 30 14'-6" 23 14'-0" 32 13'-10' -1-2' 23 13'-4" 31 G 15'-2" 23 E 14'-7" 32 H 19'-6" 25 1"8'-9" 3q r' S,�„ 12, 122 C 11'-811-1' 331 G 14' 13'-10' 223 E 14'-113'-4" 332 G --:2 13-6'3,-3" 13'-6"2,-9" 332 14'-9'4'-6" 223 19'-� "8,-8" 226 19'-0 �8,-0" 334 H • 23 E G E E � 12' 6 _ ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING ATTACHED FREESTANDING T y MAX.COL. SPACING �� 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 MIN. MAX.POST FTG. MIN. jp Q, 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 POST SPACING (IN.) POST m � 0 (y). (3) � (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) (1) TYPE (SPAN) TYPE (SPAN) (1) TYPE 13'-7" 5' 18'-0" 17 B 1T8 33 G 21'-8" 19 B 21'-4" 34 H 20'-9" 18 B 20'-4" 32 H 22'-8" 19 B 22'-4" 35 I 29'-2" E20 C 28'-9"375, O 17'3' 2020' -10120' -0"36K20' -0"2119'-1"21'-10'21C 20'-10'36K28'-2" E6' -10'39K M11,x„6,16'5'-10'120B16'-215-1'333GH19'-99'1"1C'19'18-3"335H19-0'8-3"121BC18-8T-6"333H12020'-0"122�i20'-4"9,-1"336H12625'-9"24 26'-24,-7" 338 7 E K 6' � 9,_9„ 7, 15'-214'-8' 121 B 15'-0'4,-0" 333 G 18'-4" 8- �'7'-8" 222 Ci 18'•16,-10' 334 H 17 122 �i 17'-X6,-2" 333 G 19 20 J �, 18'-117'-8" 335 H 225 E 24' 337 1 7, H 17'-0" H 18'-6" 124 23'-10' 22'-9" K 8'-6" 8 ! 14'-3" 19 B 14'-1" 31 G 17'-2" 20 C 17'-0" 32 G 16'-6" 20 16'-2" 30 G 18'-0" 20 17'-8" 33 G 23'-2" 22 22'-9" 35 I , 8 ..� 13'-9' 21 C 13'-1" 32 16'-7' 23 15'-10' 34 H C 15'-2" 32 H 17'x' 23 C 16'-7" 34 H 22'-3' 25 E 21'-3' 37 K 225 E 14'-63-7., J 7,_7„ 9' 227 C 13'-3" 30 G 16'-3" 21 E 16'-0" 32 G 20 15'-3" 31 G 17'-0" 21 16'-8" 32 G 1'-1 23 1'-6" 34 H 9 LL E 12'-4' 32 15'-8" 23 15'-0" 33 H 15'-0" 23 C 3" 32 H 16'-4" 24 E 15'-T' . 34 H 21'-1" 26 E 20'-1" 36 K 6'-10„ 10, 12'-9" miz- (; 12'-711'-9' 331 G 15' 44'-10' 224 E 333 G 14-9"4,-2" 223 14'-63'-7" 331 16'-115,-7" 224 333 0 226 0 336 H CL H E G E 14=10' H 20'-0" E 9-1" I 10, 6-2" 1111-9 �' 12'-0" 31 G 14'-8" 21 E V14'-6" 32 H 14'-1" 23'-10" 32 15'-4" 223219'-9"23 19'-6" 35, a 23 11'-3" 31 14'-2" 24 32G13' -7"24E13'-0" 31G14' -10"24E14' -2"33H19' -1"27E18'-2"35115,_8„12,11'-81113'223(; 11' -610 -1'224E 332 13'-6"3,-0" 224 13'-3" 32 332 H 14' -9,331G14' H E G CF. r _ N COO t!') W � M � w O LL W > - ' Z lJ7 Q O (!i �p cl CID rn QRpFESS l(}7�� S 5885 TF OF CAS\F�� 11/14116 DURALUM IAPMO 0195 ; AHJAPPRDVAL REVISIONS w.wc ante cescwvnar 4 STEL JOBS 16.1071 DATE 11/14116 DRAWN BY AT CHECKED GM LATTICE COVERS ATTACHED & FREESTANDING BEAM SPANS, 10 PSF L.L, 110-130 MPH SH- -9'4'-2" 225 E 14'-63-7., 332 �"1 19'-0�8,-3" 227 18'-8'7'x" 335 � E 12'