PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. DESIGN REQUIREMENTS :

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1 A B c D G H GEERAL OTES: GOVERG CODES : 1 THE DESG OF ATTACHED AD FREESTADG COVERS SHOW THS REPORT COMPLY WTH THE 2121TERATOAL BULDG AD RESDETAL CODES, 213 CALFORA BULDG AD RESDETAL CODES, ASCE/SE17-MMUM DESG LOADS FOR BULDGS AD OTHER STRUCTURES AD THE 21 ALUMUM MAUAL-ADM 1 COLUMS BEARG O COCRETE SLAB S ACCORDACE WTH 2121RC AD 213 CRC SECTO AH1 52 FOR 1 psf RESDETAL COSTRUCTO AD AC FOR 2, 25 AD 3 psf RESDETAL AD COMMERCAL COSTRUCTO DRAWG OTES : 2 A TEMS PERTAG TO EACH STAATO (TYPE OF ROOF PAEL, HEADER SPA, COLUM SZE, ETC) SHA BE CRCLED AD CLEARLY DETFED 3 EACH STAATO SHA BEAR A DETFYG TAG DCATG THE AME AD ADDRESS OF THE MAUFACTURER DESG LOADS AD ECLOSABLTY 4 THE DRAWGS AD SPECFCATOS SHOW REPRESET THE FSHED STRUCTURE, ULESS OTHERWSE OTED, AD DO OT DCATE THE METHOD OF COSTRUCTO THE COTRACTOR SHA SUPERVSE AD DRECT THE WORK AD SHA BE SOLELY RESPOSBLE FOR A COSTRUCTO MEAS, METHODS, TECHQUES, SEQUECES AD PROCEDURES 5 THE APPROVED SET OF DRAWGS AD SPECFCATOS SHA BE KEPT AT THE JOB STE AD SHA BE AVALABLE TO THE AUTHORZED REPRESETATVES OF THE BULDG AD SAFETY DEPARTMET THERE SHA BE O DEVATO FROM THE APPROVED PLAS AD SPECFCATOS WTHOUT A APPROVED CHAGE ORDER 6 FREESTADG COVERS SHA OT BE ECLOSED WTH AY TYPE OF SOLD OR MESH MATERAL 7 A EW COCRETE FOOTGS SHA BEAR O FRM, ATURAL, UDSTURBED SOL OR CERTFED F 8 ATTACHED COVERS MAY BE SECURED TO A EXSTG COCRETE SLAB PROVDED THE SLAB S AT LEAST 3 1/21CHES THCK AD S LOCATED AREAS WTH A FROST DEPTH EQUAL TO ZERO 9 A MAXMUM COLUM LOAD OF 75 POUDS S PERMTTED FOR ATTACHED COVER COLUMS BEARG O EXSTG OR EW CORETE SLABS 1 2 POUDS PER SQUARE FOOT AD GREATER MAY BE COMMERCAL APPLCATOS AD RESDETAL CARPORTS 11 DESG LOADS COMBATOS ARE ACCORDACE WTH BC AD CBC SECTO DESG COSDERATOS: 11 MMUM ROOF SLOPE FOR SOLD ROOF PAELS: 1/4CH PER FOOT 12 MMUM COVER PROJECTO S 1' 13 MMUM SZE OF EXSTG ROOF OVERHAG S 5 SQUARE FEET, WHERE COVER S ATTACHED TO THE EXSTG OVERHAG 14 COVERS ARE DESGATED "RDGED BULDGS" AS DEFED ASCE/SE 7 15 COVERS SHA OT BE STAED AREAS EAR HS, RDGES AD ESCARPMETS AS DEFED ASCE/SE7 16 THE FREESTADG AD ATTACHED COVERS OTED HERE ARE DESGED AS "OPE STRUCTURES" ACCORDACE WTH ASCE/SE 7 17 THE RATO (HP) COVER MEA ROOF HEGHT (H, FT) DVDED BY THE COVER PROJECTO OR WDTH (P, FT), SHA OT EXCEED OE (1} 18 THE RATO (UP}, COVER LEGTH (L, FT} DVDED BY THE COVER PROJECTO OR WDTH {P, FT}, SHA OT BE LESS THA OE (1) MATERAL SPECFCATOS: 19 BEAMS SHA BE SPLCED OVER EACH TEROR COLUM SUPPORT 2 ALTERATE ALUMUM AOYS MAY BE SUBSTTUTE;:D FOR THOSE SHOW, PROVDED THEY ARE REGSTERED WTH THE ALUMUM ASSOCATO AD HAVE EQUAL OR GREATER YELD AD ULTMATE STREGTHS 21 COCRETE SHA HAVE A MMUM 28 DAY COMPRESSVE STREGTH OF 2,5 POUDS PER SQUARE CH 22 DESG VERTCAL SOL BEARG PRESSURE S 5 POUDS PER SQUARE FOOT DESG LATERAL SOL BEARG PRESSURE S 2 POUDS PER SQUARE FOOT PER FOOT OF FOOTG DEPTH (EQUALS 1 PSF/FT x 2 PER TABLE 1862 AD SECTO EMBEDDED STEEL MEMBERS SHA BE HOT-DPPED GALVAZED, AD COFORM TO ASOO GRADE B RO-FORMED STEEL MEMBERS SHA COFORM TO A GRADE 5 G6 24 FASTERERS: ALUMUM BOLTS SHA BE 224-T4: STEEL BOLTS SHA BE ASTMM7 OLTS SHA HAVE STADARD-CUT PLATED WASHERS WOOD AD LAG SCREW& ARE REOURBJOJBrADf ACCORDACE WTH THE ATOAL DESG SPECFCATO 25 THE POST-STAED ACHORS CTED THESE COSTRUCTO DOCUMETS SHA BE SMPSO STROG TE 26 A SCREWS ARE SELF DRG (SDS) OR SHEET METAL SCREWS (SMS} COFORMACE WTH CC-ES ESR 1976 OR APPROVED EQUAL 27 THE TABULATED MAXMUM COLUM SPACG WHE BEARG O A COCRETE SLAB S LMTED TO USE WTH RESDETAL ATTACHED PATO COVERS OLY (1 AD 2 PSF} 28 SOLD AD LATTCE ALUMUM COVERS ARE CLASS A ROOF ASSEMBLY ACCORDACE WTH SECTO 1552, EXCEPTO 2 WD SPEED COVERSO TABLE: THE WD SPEEDS SHOW THS REPORT ARE BASED O THE CBC/BC FOR USE WTH THE CRC/RC, DVDE THE REafffRED CRC/RC WD SPEED BY 6 EXAMPLE: CRC/RC WD SPEED S 85 MPH THE COVER COSTRUCTO SHA BE BASED O 85 MPH= 11 MPH o6 WHERE SOW LOADS OCCUR, T S THE REPOSBLTY OF THE COTRACTOR FOR THS POJECT TO VERFY WTH THE LOCAL AUTHORTY HAVG JURSDCTO WHERE SOW DRFTG AD SLDG, PERASCE 7-1, SECTO 77 AD 78, S REQURED SEE SHEETS 49 FOR SPA REDUCTO FACTORS PATO COVER SYSTEM AS MFG BY: PRODUCTS, C DESG REQUREMETS : RESDETAL APPLCATOS CRC AD RC APPEDX H, CBC AD BC CHAPTER 16, CBC & BC APPEDX CHAPTER ROOF LVE AD SOW LOADS: 1, 2, 25, 3, 4 & 5 psf (SOW LOADS AT GROUD LEVEL 25, 3, 4 & 5 ps) COMMERCAL APPLCATOS- CBC AD BC CHAPTER 16 ROOF LVE AD SOW LOADS: 2, 25, 3, 4 & 5 psf (SOW LOADS AT GROUD LEVEL 25, 3, 4 & 5 ps) ADDTOAL DESG REQUREMETS; 1 TABULATED SPAS FOR SOW LOADS HAVE BEE ADJUSTED FOR ROOF APPLCATOS 2 BASC WD SPEEDS: 11, 12, 13 MPH, EXPOSURES BAD C 3 OCCUPACY CLASSFCATO AD RSK CATEGORY:, 11 4 SESMC BASE SHEAR: 17 POUDS PER LEAR FOOT PER WDTH OF COVER 5 SESMC DESG PARAMETERS: STE CLASS: D SESMC DESG CATEGORY: D MAPPED SPECTRAL RESPOSE COEFFCETS: S,= 15, S, = 6, S os = 1, S,= 5 RESPOSE MODFCATO FACTOR, R:125 6 DESG ASSUMPTOS: A BULDG HEGHT OF MA STRUCTURE (MEA ROOF HEGHT}: 2' B LEAST BULDG WDTH OF MA STRUCURE: 3' C MMUM COVER SZE ATTACHED TO MA STRUCTURE OR FREESTADG: 1' X 1' A OTE TO THE LOCAL AUTHORTY HAVG JURSDCTO: EACH PROJECT SUBMTTED TO THE LOCAL AUTHORTY HAVG JURSDCTO MAY CLUDE OLY THE PERTET STE-SPECFC STRUCTURAL COMPOETS LOCATED WTH THS APMO-LSTED EVALUATO REPORT AT A MMUM, SUBMSSO FOR A BULDG PERMT MUST CLUDE THE FOOWG FORMATO FROM THS EVALUATO REPORT: A TTLE SHEET AD GEERAL OTES B STRUCTURAL COFGURATO (e SOLD OR LATTCE ROOF, FREESTADG OR ATTACHED) C BASED O THE REQURED DESG LOADS, STE-SPECFC RAFTER AD/OR PAEL SPA TABLES D TYPE OF HEADER, POST TYPE & QUATTY, FOOTG SZE (WHERE REQURED) BASED O THE STE-SPECFC DESG LOADS E APPROPRATE STRUCTURAL DETALS F OTHER DOCUMETATO THAT MAY BE REQURED BY THE LOCAL AUTHORTY HAVG JURSDCTO SHEET DEX : SHEET# SHEET TTLE DESCRPTO T-O TTLE SHEET, DESG LOADS, GEERAL OTES SH - 1 SOLD PAEL STRUCTURES SH- 2 OPE LATCE STRUCTURES SH PAEL SPAS TR-V, W-PAEL & FLAT PA SH - 5 MMUM FASTEERS SH - 6 RAFTER SPAS FOR OPE LATCE COMMERCAL & PATOS SH - 7 HEADER BEAM TYPES, COLUM POST TYPES SH- 8 EXSTG EAVE COECTO DETALS SH - 9 HAGER CHAELS AD MOUTG BRACKETS WD SPEED COVERSO TABLE: CBC/BC WD SPEED EQUVALET CRC /RC WD SPEED 11 MPH 85MPH 12 MPH 93 MPH 13 MPH 11 MPH SEE COVERSO METHOD, THS PAGE, FOR APPLCATO AD USE STE DESG PARAMETERS: STE ADDRESS: WD SPEED & EXPOSURE: ROOF SOW LOAD: STRUCTURAL EGEERG FRM (t T#E# G RG STRUCTURAL EGEERG 19 EAST ESCALOES SA CLEMETE, CA STRUCTURAL EGEER OF RECORD: POT OF COTACT: SH - 1 COLUM /POST SURFACE MOUT AD FOOTG EMBEDMET DETALS SH- 11 LATERAL FORCE RESSTG SYSTEM M UMBER OF REO COLUMS SH - 12 BEAM TO POST & LATTCE TUBE TO RAFTER COECTO DETALS SH - 13 HOW TO DETERME TRBUTARY WDTH & FA BEAM DETALS SH- 14 BEAM TYPES FOR ATACHED & FREESTADG SOLD COVERS SH SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 1 PSF, 113 MPH SH SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 2 PSF, 113 MPH SH- 223 SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 25 PSF SL, 113 MPH SH SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 3 PSF SL, 113 MPH SH SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 4 PSF SL, 113 MPH SH- 333 SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 5 PSF SL, 113 MPH SH LATCE COVERS ATACHED & FREESTADG BEAM SPAS, 1 PSF, 113 MPH SH LATCE COVERS ATACHED & FREESTADG BEAM SPAS, 2 PSF, 113 MPH SH LATCE COVERS ATACHED & FREESTADG BEAM SPAS, 25 PSF SL, 113 MPH SH- 442 LATCE COVERS ATACHED & FREESTADG BEAM SPAS, 3 PSF SL, 113 MPH SH LATC;: COVERSATACHED & FREESTADG BEAM SPAS, 4 PSF SL, 113 MPH SH LATCE COVERS ATACHED & FREESTADG BEAM SPAS, 5 PSF SL, 113 MPH SH - 47 SULATED ROOF PAEL ATACHMET DETALS SH - 48 SOW DRFT DESG SH- 49 SPA REDUCTO FACTOR TABLES SH - 5 ADDTOAL STATE LCESURE STAMPS PHOE: (949) FAX: (949) DUST K ROSE PK, SE 5885 BRADLEY ST'VES - - ofr;_l APMO 195 ASSUMPTO REVSOS OA T' OESCR>' TOH 4 STEL JOB# DATE 313/ DRAW BY MAP TTLE SHEET, DESG LOADS, GEERAL OTES DKR ; To B - OF 5 SHEETS

2 A B c E G H SOLD PAEL STRUCTURES ROOF PAEL SEE TABLES SHEET 4 FOR ROOF PAEL ATTACHMET TO SUPPORTG WA HAGER & BEAM ATTACHMET SEE DETAL A, B & C, SHEETS ROOF OVERHAG, OR WOOD, OR COCRETE WA SEE SHEETS ROOF PAEL SEE TABLES SHEET 4 FOR ROOF PAELATTACHMETTO SUPPORTG WA HAGER & BEAM ATTACHMET SEE DETAL A, B & C, SHEETS ROOF OVERHAG, OR WOOD, OR COCRETE WA SEE SHEETS OF ROOF PAEL "OH" OT AOWABLE TO EXCEED SPA 25% ; =t "OH" OT TO EXCEED 25% OF ROOF PAEL AOWABLE SPA SEE DETAL 11, SHEET 12J FOR MADATORY SPLCE O BEAM SPLCE AT EXTEROR POSTS SEE DETAL 11, SHEET / FOR MADATORY SPLCE O BEAM SPLCE AT EXTEROR POSTS POSTS, SZE VARES--- SEE SHT 11 FOR MMUM UMBER OF REQURED COLUMS POSTS, SZE VARES SEE SHT11 FOR MMUM UMBER OF REQURED COLUMS 3 1/2" SLAB ATTACHMET} MAY BE USED WHERE PERMTTED SEE TABLES FOOTG WHERE REQURED SEE TABLES OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW TYPE "A" ATTACHED SGLE SPA W/ CATLEVER OPTO 3 1/2" SLAB ATTACHMET} MAY BE USED WHERE PERMTTED SEE TABLES FOOTG WHERE REQURED SEE TABLES OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW TYPE "B" ATTACHED MULTSPA W/ CATLEVER OPTO APMO 195 ASSUMPTO ROOF PAEL SEE TABLES SHEET 4 FOR ROOF PAEL ATTACHMET TO SUPPORTG BEAM "OH" OT TO EXCEED 25% OF ROOF PAEL AOWABLE SPA M 25" SLOPE PERFT t ; 31/2" SLAB= MAY BE USED TO COSTRA FOOTG, SEE TABLES OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW TYPE "C" FREESTADG W/ CATLEVER OPTO SEE DETAL 11, SHEET 12J FOR MADATORY SPLCE O BEAM SPLCE AT EXTEROR POSTS POSTS, SZE VARES /2" SLAB= MAY BE USED TO COSTRA FOOTG, SEE TABLES OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW TYPE "D" FREESTADG MUL TSPA W/ CATLEVER OPTO owk MTE 4 STELJOB# DATE DRAW BY REVSOS DESCRPTO SOLD PAEL STRUCTURES SH -1 1 OF 5 SHEETS MAP DKR ' B ; j

3 A B c D E D G H D OPE LATTCE STRUCTURES WA LEDGER OR ROOF OVERHAG, SEE DETAL AB & C SHEETS MADATORY BEAM SPCE- SEE DETAL 11, SHEET 12 O BEAM SPLCE AT EXTEROR POSTS MADATORY BEAM SPCE- SEE DETAL 11, SHEET 12 O BEAM SPLCE AT EXTEROR POSTS LEGTH OF STRUCTURE VARES OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW OTE: THS OPE LATTCE-TYPE STRUCTURE -- MAYJ:2BE COVERED TYPE "E" ATTACHED SGLE SPA LATTCE STRUCTURE OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW OTE: THS OPE LATTCE-TYPE STRUCTURE -- MAY:BE COVERED 3 1/2" SLAB ATTACHMET MAY BE USED WHERE PERMTTED SEE TABLES FOOTG WHERE REQURED, SEE TABLES TYPE "F" ATTACHED MULTSPA LATTCE STRUCTURE APMO 195 ASSUMPTO AHJ APPROVA RAFTER, SEE TABLE FOR SZE AD SPACG ----#,:;- MADATORY BEAM SPCE- sf>'- DETAL 11, SHEET 12 O BEAM SPLCE AT EXTEROR POSTS OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW OTE: THS OPE LATTCE-TYPE STRUCTURE -- MAY:BECOVERED FOOTG SEE TABLES TYPE "G" FREESTADG SGLE SPA LATTCE STRUCTURE fflgh SPC< OE'E -tj,1t, O BEAM SPLCE AT EXTEROR POSTS OTE: EACH COMPOET S TER CHAGEABLE WTH AY OTHER COMPOTET ULESS OTHERWSE SHOW OTE: THS OPE LATTCE-TYPE STRUCTURE -- MAY:2,BE COVERED FOOTG SEE TABLES TYPE "H" FREESTADG MUL TSPA LATTCE STRUCTURE 4SmJOB# DATE DRAW BY REVSOS DESCRPTO OPE LATTCE STRUCTURES SH-2 2 OF 5 SHEETS ; ' MAP DKR f

4 A B c D E G H SOLD PAELS SPAS FOR COMMERCAL & PATOS 11/12/13 MPH EXP B & C 24" TR-"V" PA 12" x 3 1/2" W PAEL 6"/8" x 2X" FLAT PA ' <A UMARKED RAD 6R> 2 24" TR-"V" PA ALUM AOY 34-H36 O R EQUAL LUSL PAELrr' 11MPHSPA 12MPHSPA 13 MPH SPA LUSL PAEL "T" () EXPB EXPC EXPB EXPC EXPB EXPC () 1 8 2(1) " % % % 9 9 % 9 9 % 92" % 12-8 % % % % 18 % 4 % % 7 2 % 7 2 % (1) % 8-8 % % % % % 9 % 1 3 % 4 % 9 8 % 9 9 % B % (1) 2" % 9-6 % % 4: " 25 % 3 % BO" % 8-{) % 7 9 % 7 9 % % % % % % TABLE 1 -MULT-SPA REDUCTO FACTORS FOR ROOF PAELS ROOF PAEL TYPE ROOF LVE/SOW LOAD, psf 2(1) "x3X"x2" "x2X"x18" "XZX"x24" "x2X"x32" (1) MULT-SPA REDUCTO FACTORS ARE OLY APPLCABLE TO THOSE ROOF PAEL TYPES SHOW TABLE 1 ABOVE OTE:PAELFASTEERS ARE SHOW TABLES 1,2 AD 3, SHEET (1) FOOTOTE: "SAMPLE" 2(1) FGURE DCATES-a ATTACHED FGURE DCATES FREESTADG '' ALUM AOY 34-H36 OR EQUAL 12" x 3 1/2" W PAEL 8" x 2X" FLAT PA 11 MPH SPA 12MPHSPA 13 MPH SPA LUSL PAELT 11 MPH SPA 12 MPH SPA 13 MPH SPA EXPB EXPC EXPB EXPC EXPB EXPC () EXPB EXPC EXPB EXPC EXPB EXPC 1 7 " ' " % % 1 % % % % % % % % % % % % % % 4 % % % % % % % % 2 9 % % % % % % % % % % 1 1 % " % % 9 3 % 9 5 % % % % % % z % 4 % % 4 % %% % %% % % % % K: % 2 % 9 5 % 9 % B-6 % % % 24 % % % % % % K; % 8 25 % % 32 % % % % % 11 3 % % %% % K: % 4 % % % % % % % % % % % % 2 % %% % 14 2" 13 7" " 24 % % % 97" 9 9 " 8 1 %" % % 12-6 % % 11 1 K; " % 4 4 % % % 4 % % 13-{) % % % % % % K: % % % %% % % % 24 % % % % % % % " 4 1{) " % % % % % % % % % K: % % % % % % %% % % % % % % % 7-4 K: 7 3 ::<; % 7 % % % % 32 " % % % % % % % % 4 % % % % % " 2" ALUM AOY 34-H36 OR EQUAL 6" x2x" FLAT PA LUSL PAEL rr' 11 MPH SPA 12MPHSPA 13 MPH SPA () EXPB EXPC EXPB EXPC EXPB EXPC K: % % % % {) 4 % 17-6 % " % % % % 3 24 % % % % 32 % % 3 7 % 13-{) % 1 1 % % % % z % 2 % % % % % % 24 K:; 11 7 % % " % % % % 15 1 % % % % % " % % 24 % % 1 9 % 11,-{) % % % % % % % 4 % % 8 1 % 8 7 % 8-6 % % " % 7" % % 32 % % 9 1 % % % % K:; % % 12 2 % '" % % 87" % 8 7 % 8 5 % 8-4 % % % % %,% 7" % "% APMO 195 ASSUMPTO ,,, REVSO:SCR OH 4STELJ8# DATE DRAW BY MAP t f DKR j; PAEL SPAS TR-V, W-PAEL & FLAT PA SH B 3 OF 5 SHEETS

5 A B c E G H <( t--t-- ::JO m- cr:3: t-- 1' 13' MMUM UMBER OF FASTEERS FOR ROOF PAEL TO SUPPORTG BEAM & WA HAGER FOR ATACHED AD FREESTADG SOLD COVERS TABLE 1 TABLE2 TABLE 3 (2) 2"x6 AD WA HAGERS, 3"x8 11 AD EXTRUDED AD 3 11 X8 11 WTH 6 RO FORMED BEAMS STEEL HEADERS STEEL SERT HEADERS UMBER OF U14 TEK OR SMS SCREWS UMBER OF 14 TEK OR SMS SCREWS UMBER OF 14 TEK OR SMS EWS <( PER FOOT OF BEAM LEGTH t--t-- PER FOOT OF WA HAGER AD BEAM t H PER FOOT OF BEAM LEGTH ::JO ::JO 11 MPH 12 MPH 13 MPH m- cr:3: 11 MPH 12 MPH 13 MPH m- EXP B EXP C EXP B EXP C EXP B EXP C t-- EXP B EXP C EXP B EXP C EXP B EXP C _-:r--k k ---2 _-:r-- _-:r-- _---r r-k k W k k W---2 W W---2 W---2 k 3----J k k W---2 k k k k k --r-k k k k k 3--3 k k k J k k k k k k Y--4 1' k 3----J k k k k Y J k 3--3 k k % k --2 Y--4 k 13' k FOOTOTE: "SAMPLE" FGURE DCATES ATTACHED FGURE DCATES FREESTADG cr:3: 11 MPH 12 MPH 13 MPH t-- EXP B EXP C EXP B EXP C EXP B EXP C _-:r--k _---r-j--r- _-:r-- _-:r-- k k k J--r- _-:r-- W---1 k k J--r- W---2 k k k ---2 k k _-:r-- _---r k k 1' k k k ---2 k k k W---2 k k k k X X k k 13' W W APMO 195 ASSUMPTO r ; f f j 4STELJOB# ; DATE DRAW BY MAP DKR PAEL SPAS TR-V, W-PAEL & FLAT PA SH- 4 4 OF 5 SHEETS j

6 A B c E G H RAFTER SPAS FOR OPE LATTCE STRUCTURES 11/12/13 MPH EXP B&C a: a: a: C>W 3" x 8" RAFTER C>W 2" X 61/2" RAFTER C>W z- z- z- DBL 2" x 61/2" RAFTER -z t>w -z -z ''T" 11 MPH 12 MPH 13 MPH t>w "T" 11 MPH 12 MPH 13 MPH uw C t> <{t> "T" <{u 11 MPH 12 MPH 13 MPH LUSL () cnz LUSL az LUSL az EXPB EXPC EXPB EXPC EXPB EXPC () C/) EXPB EXPC EXPB EXPC EXPB EXPC () C/) EXPB EXPC EXPB EXPC EXPB EXPC 2-8" 2-6" 2-8" 2-9" 2-3" 2-3" " " " 9" 13'-8" 22'-6" 22'-4" 22'-6" 21'-1" 22'-2" 2" 16" 16" 16" '-2" 24'-1" 24'-2" 23'-6" 24'-" 21'-6" 13'-1" 13'-" 13'-1" -3" -1" -2" 1-4" 1-3" 1-4" 1-3" 1-2" 8" 24" 24" 24" 2 23'-" 23'-" 23'-" 23'-" 23'-" 22'-9" 2'-3" 2'-2" 2'-3" 8" 2'-1" 1-2" 2-7" 2-6" 2-7" 2-9" 2-3" 2-7" " 1-9" 1-9" 1-9" 1-9" 1-9" 1-9" 24" " ; 16" 7" 6" 7" 1" 4" 14'-1" 24" '-4" 23'-3" 23'-4" 22'-8" 23'-1" 2'-1" 24" 8" 8" 8" 8" 8" 8" 24'-6" 24'-4" 24'-6" 23'-9" 24'-3" 23'-2" 34'-7" 34'-4" 34'-7" 33'-7" 34'-2" 32'-8" 16" 1" 1" 1" 1" 1" 1" 24" 16" 16" '-1" 2'-" 2'-1" 6" 9" " 2-2" 2-1" 2-2" 2-4" 2-1" 2-8" 24" 24" " 1-1" 1-1" 1-1" 1-1" 1-1" -4" -4" -4" -4" -4" -4" 1-4" 1-4" 1-4" 1-4" 1-4" 1-3" 16" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 13'-9" 24" 24 16" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-1" 24 16" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 24" 24" 16" 1" -1" 1" 1" 1" 8" 8" 8" 8" 8" 8" 22'-1" 22'-1" 22'-1" 22'-1" 22'-1" 22'-" " -1" -1" -1" -1" -1" -1 " -1" -1" -1" -1" -9" 1-1" 1-1" 1-1" 1-1" 1-1" 1-" " 16" 16" 24" 24" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" 13'-4" " " " " " 1-1" 2-8" 2-8" 2-8" 2-8" 2-8" 2-7" 16" 1'-3" 1'-3" 1'-3" 1'-3" 1'-3" 1'-3" 16" 16" " 6" 6" 6" 6" 6" 21'-1" 21'-1" 21'-1" 21'-1" 21'-1" 21'-9" 24" 24" 24" 1'-7" 1'-7" 1'-7" 1'-7" 1'-7" 1'-7" 1" 1" 1" 1" 1" 1" 16" OTE: SGLE RAFTERS SPACED 16" OC MAY BE USED AT " OC WHE DOUBLED AD SGLE RAFTERS SPACED -1" -1" -1" -1" -1" -1" 13'-4" 13'-4" 13'-4" 13'-2" 13'-3" -9" 24" OC MAY BE USED AT 48" OC WHE DOUBLED 4:_ TYP J J 24',,- 24' 6 32<-- 32'- - 42' 42' L3o - o -1 o ---Aoo -1 3"x8" RAFTER 2"x65" RAFTER DBL 2"x65" RAFTERS ALUM AOY 34-H36 OR ALUM AOY 34-H36 ALUM AOY 34-H36 OR EQUAL OR EQUAL EQUAL -' 24" 16" 24" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 14'-4" 2'-2" 2'-2" 2'-2" 2'-2" 2'-2" 2'-2" 16" " -1" -1" -1" -1" -1" -1" 7" ' 7" ' 7" 7" 24" 24" 1-4" 1-4" 1-4" 1-4" 1T-4" 1-4" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 24'-6" 16" 16" q:; q:; q:; '-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 2'-" 2'-" 2'-" 2'-" 2'-" 2'-" 24" FOOTOTE: "SAMPLE" FGURE DCATES-a A T ACHED FGURE DCATES FREESTADG 24" APMO 195 ASSUMPTO STELJOB # 1171 DATE 3/31215 ; ' DRAW BY tmp MMUM FASTEERS SH- 5 ' OKR B j 5 OF 5 SHEETS j

7 A c D E G H RAFTER SPAS FOR OPE LATTCE STRUCTURES 11 /12/13 MPH EXP B & C o: 2" X 6 1/2" RAFTER CJff DBL 2" x 6 1/2" RAFTER UJ ,------r----- 'fz r---,,--- "T" q:u 11MPH 12MPH 13MPH r w 11MPH 12MPH 13MPH LUSL () ; 5 :E:::-X""P =-s ;::;,Ex=-p""'C-:E::-:X::::P=-: B;;:CEXC;;P""'c::o+=EX:-::P::-=-=BE;;,X""P:-::C::-LUSL ( ) ; ::E:::-X:-::P B:::-rEX=-P""'C-::E::-:X::::P=-: B:-:r:-;E;;:CX:7::P""' C:::+=EX"'"'P:= -::B:;::,EXP"'"' C:: " -9" -9" -9" -9" -9" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 16" 16" -6" -6" -6" -6" -6" -6" 24" -6" -6" -6" -6" -6" -6" 16" t-;_;:_-'-+- :c:;_;_+--t-;;:_-'-+- ;_:_:_+--'-1 3 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 1'-2" 24" " " " " " " 1' -3" -3" -3" -3" -3" -3" 24" -" -" -" -" -" -" 16" -2" -2" -2" -2" -2" -2" 24" " -3" -3" -3" -3" 3" '-1 " 1 '-1" 1 '-1" 1 '-1 " 1 '-1 " 1'-1 " 16" 24" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 13'-2" 16" 1 '-9" 1 '-9" 1 '-9" 1 '-9" 1 '-9" 1 '-9" 24" -3" -3" -3" -3" -3" -3" 16" -2" -2" -2" -2" -2" -2" 24" " -" -" -" -" -" " -9" -9" -9" -9" -9" 16" 24" -9" -9" -9" -9" -9" -9" 16" -" -" -" -" -" -" 24" " -2" -2" -2" -2" -2" 24" 1-7" 1-7" 1-7" 1-7" 1-7" 1-7" 16" 3" 3" 3" 3" 1 3" 3" 24" 22'-7" 22'-7" 22'-7" 22'-7" 22'-7" 22'-7" 16" 1-6" 1-6" 1-6" 1-6" 1-6" 1-6" 24" 2'-1" 2'-1" 2'-1" 2'-1" 2'-1" 2'-1" 16" -1" -1" -1" -1" -1" -1" 24" 4" 4" 4" 4" 4" 4" 16" -6" -6" -6" -6" -6" -6" 24" 9" 9" 9" 9" 9" 9" 16" 2" 2" 2" 2" 2" 2" 24" " -3" -3" -3" -3" -3" -3" 24" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 14'-8" 16" 11 '-3" 11 '-3" 11 '-3" 11 '-3" 11 '-3" 11 '-3" 24'' 1-9" 1-9" 1-9" 1-9" 1-9" 1-9" 16 " 13'-7" 13'-7" 13'-7" 13'-7" 13' 7" 13'-7" 24" APMO 195 ASSUMPTO FOOTOTE: "SAMPLE" FGURE DCATES-a ATTACHED FGURE DCATES FREESTADG REVSOS MARK DATE DESCRPTO 4STELJOB ' 6)' 32L-f 42' 24' 6, 32-42' DATE DRAW BY 3/3/215 MAP DKR eo j eo -LAo;o J 2"x65" RAFTER DBL 2"x65" RAFTERS ALUM AOY 34 H36 OR EQUAL ALUM AOY 3Q4H36 OR EQUAL RAFTER SPAS FOR OPE LATCE COMMERCAL & PATOS SH-6 6 OF 5 SHEETS

8 A B c D E G H HEADER BEAM TYPES A 61' 1 SPLCE WHERE OCCURS 7 TYP 65" ROFORM GUTTER FASCA ALUM AOY -M:_:A:G-=B-=EA:::M=-- ALUMAOY 34-H T6-42'/ 6 32'-r- 'fyp ---eo j_a o J DBL 2"x65"x42" ALUM AOY 34-H36 OR EQUAL DBL 2"x65"x32" j ALUM AOY 34-H36 OR EQUAL L ,4' MAX p T=12R 14GA ASTM A653 SS :OEso 42' TYP DBL 3"x8"x42" BEAM W DBL 14 GA STL SERT ALUM AOY 34-H36 OR EQUAL DBL 3"x8"x42" BEAM W DBL 12 GA STL SERT ALUM AOY 34-H36 OR EQUAL ao OTE: WHERE 12AD 14 GA STEEL SERTS OCCUR AS SHOW THE SPA TABLES, THEY SHA BE STAED THE FU LEGTH OF THE 3"x8" BEAM K SPLCE WHERE OCCURS 3 TYP -----"' '- 4"BEAM ao 3"x8"x42" BEAM ALUM AOY 34-H36 OR EQUAL 32' ALUM 1 --3o - 3" SQ ALUM POST ALUM AOY 34-H36 HEGHT LMTED TO 1'-" MAXMUM 2 C ALUM AL7L7Y T6 c - GUTTER EXT CL w SPLCE WHERE OCCURS ::6-1 TYP ' 4' L J oo 45" MAG GUTTER ALUM AOY 663-T6 42' TYP 3o - L3o MAX DBL 3"x8"x42" BEAM L ALUM AOY 34-H36 OR EQUAL j1'1 ao 4p 32'_ ALUM '-=' T=12 GA ASTMA653SS GRADE 5 GSO""""" J --3o - 3" SQx32" ALUM BEAM W/12 GA STL "U" CHAEL ASTM A653 SS GRADE 5 G6 78 s COLUM POST TYPES OJ_3' T=12 OR 14GA ASTM A653 SS GRADE SO GSO 87 3"x8"x42" BEAM W/14 GA STL SERT ASTM A653 GRADE 5 G6 3"x8"x42" BEAM W/12 GA STLSERT ASTM A653 GRADE 5 G6 OTE: WHERE 12 AD 14 GA STEEL SERTS OCCUR AS SHOW THE SPA TABLES, THEY SHA BE STAED THE FU LEGTH OF THE 3"x8" BEAM J 3" SQ ALUM POST 3" SQ ALUM POST --3o - 2o J 7 TYP SERT WHERE OCCURS T=125" ALUM AOY 663-T ouo TYP ''---- OTE: WHERE 'C' SERT OCCURS AS SHOW SPA TABLES, T SHA BE STAED THE FU LEGTH OF THE 7" -BEAM OTE: EACH HEADER BEAM TOP AD BOTTOM FLAGES SHA BE CUT AT EACH TEROR COLUM WHERE 3 OR MORE COLUMS OCCUR DO OT CUT FLAGES AT ED COLUMS =3"SQxt=188" =3"SQxt=25" =3"SQxt=313" =4"SQxt=188" =4"SQxt=25" 3o JR r=t==j ALUM AOY 34-H36 WTH SDEPLATES MAG POST 3o JR 4o 3" SQ STEEL POST D ALUM AOY 34-H36 ALUM AOY SQ STEEL POST ASTM A653 GRADE 5 CP6 OR EQUAL 663-T6 ASTM A5 GRADE B APM195 ASSUMPTO ; ' AA :REVsop, 4 STEL JOB# DATE DRAW BY MAP OKR HEADER BEAM TYPES, COLUM POST TYPES SH J 7 OF 5 SHEETS j

9 A B c D E F G H EXSTG LEDGER OR WA HAGER & EAVE COECTO DETALS 8 A A34 FRAMG AGLE SEETABLE2 FASTEERS, SEE TABLE 3 RF OR EXT HAGER = CHAEL, 2X OR 3X } RAFTER BRACKET 1\ AOWABLE PROJ EXSTG EAV, TO BEAM SEE TABLE 1 EAVE COECTO u OVERHAG (24" MAX) 1 EXSTG ROOF OVERHAG DESG LOADS RDL = 3 psf' <M> TO 8 psf' <MAX> R = 2, 25, 3, 4, a 5 psf' 2 EXSTG RAFTER AO\o/ABLE BEDG STRESS S EXST RAFTERS AT 24" OC AT ROOF OVERHAG 2X FU DEPTH WOOD SCAB, WHERE OCCURS, SEETABLE2 TABLE 1 TABLE 2 EXSTG MAXMUM PROJECTO FRAMG MEMBER COVER AT ROOF WD SPEED (MPH) AD EXPOSURE LUSL OVERHAG 11, B 11, C 12, B 12, C 13, B 13, C OTE: WHERE COVER COSTRUCTO CLUDES DESG (E) WA COVER DETAL A OR B, STE-SPECFC EGEERG S LOADS OPEG PROJECTO REQURED TO VERFY ADEQUACY OF THE EXSTG 1, 2 psf > 8, > 18, STUD WA FRAMG WHERE OE OR MORE OF THE f---'----' FOOWG CODTOS OCCUR: 3,4 & 5 psr > > 14' B LEDGER OR WA HAGER WTH FASTEERS PER TABLES 3 & 4 WA COECTO v 2x WOOD STUD OR v-cocrete WA OTE: WA LEDGER S OMAL LUMBER SZE 2"x6" (AT 2"x MMUM RAFTERS), OMAL 2"x8" (AT 3"x8" MMUM RAFTERS) OR KL-DRY WOOD-FED 2"x6 X OR 3"x8" ALUMUM SECTOS 1 1/4" t- '3116" STEEL OTE BRACKET CA BE 8" 1/4" HOLES,TYP LOCATED AYWHERE O EAVE -OTE: PROVDE WATER TYP BRACKET PROTECTO, METAL FLASHG :-, AT EVERY 2x-, CAUCKJOTS AD SLOPE 8 TO DRA (OPTOAL) EXSTG EAVE OVERHAG (24" MAX) ;:;:,RAFTER (3)-#14x3 1/2" W 4-- OTE PLACE ska F'LEX' OR SMLAR MATERAL BET\o/EE BRACKET AD COMP SHGLE ROOFG TO PROVDE SEAL TYPE AD UMBER OF FASTEERS REQURED AT ROOF PAEL OR RAFTER COECTED TO EXSTG ROOF OVERHAG <A> - SMPSO A34 FRAMG ACHOR USG SD9112 SCREVS <B> - <2> SMPSO A34 FRAMG ACHORS, EACH SDE USG SD9112 SCREVS VTH 2x FU DEPTH 1,/D SCAB FU LEGTH DF RAFTER TAL AOWABLE PROJ TO BEAM SEETABLE1 L b6 OR,6 'bb LEDGER t OTE: BRACKET MAY BE MOUTED BELOW RAFTER W SAME COECTO'S C ALTERATE EAVE COECTO OTE: THS DETAL S LMTED TO RESDETAL STAATOS WTH A 1 psr MAXMUM DESG LOAD TABLE 4 a,b ACHORS STAED TO COCRETE WAS WTH 6-CH MTHCKESS COVER LUSL UMBER AD TYPE OF FASTEERS 1 SMPSO STROG-BDL T 2 2" x 4" FU 2-" 2-" 2-" 2-2" 2-4" 2'-7" o:: 1 PSF 2 PSF 25 PSF SL 3 PSF SL 4 PSF SL 5 PSF SL ss AT 4 oc <o,b> 2" x 6" OTCHED 2-" 2-" 2-" 2-7" 2-4" 21'-2" 2"x6" FU OR 2"x8" OTCHED 2-" 2-" 2-" 2-" 2-" 2-" 2"x8" FU OR 2"x1" OTCHED 2"x6" FU OR 2"x8" OTCHED 2"x8" FU OR 2"x1" OTCHED Q r-wued-t-vdspee-wo-58pe8t-vff WD SPEED WD SPEED WD SPEED WD SPEED WD SPEED WD SPEED 2 r-(e,x,p_b-,&_c)-; (E 7 X_P_B_&,C)--+-(E_X,P B_&,C)r-(EX-P_B_&,_C)-+(E,XP B_&,C)--+-(EX-P B,&,C)-; " 2-" 2-" 2-" 2-" 2-" t-- 5 _'-;-(_A)-t-_(A_)-t--(_A)-+_(A_) +-(A_)-t-_(A_),_(A_)-t-_(A_),_(A_)-+-(_A_) +-(A_)-t-(_A_) +-(A_)-t-(_A_) t-(a_)-t--(_a)-+_(a_) +-(A_)--1 (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2-" 2-" 2-" 2-2" 2-4" 2'-7" (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) 2-" 2-" 2-" 2-" 2-" 2-" 2" x 4" FU 2-" 2-" 2-" 2-2" 2-4" 2'-7" 2" x 6" OTCHED 2-" 2-" 2-" 2-" 2-" 2-" 1' (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) (B) :::: D 2-" 2-" 2-" 2-" 2-" 2-" TYPE AD UMBER OF FASTEERS REQURED AT LEDGER 25 SMPSO STROG-BOLT 2 SS AT 4 DC <o,b> SMPSO STROG-BOLT 2 SS AT 4 DC <o,b) 2" x 4" FU 2" x 6" OTCHED 2-" 2-" 2-" 2-" 2-" 2-" SMPSO STROG-BOLT 2 3 SS AT 3 DC (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) <o,b) 2-o" 2-" 2-" 2-o" 2-o" 2-" '-;_-'--'---'-:;--'--:;--'--,--'----'--::-+::-+::+;_:_+::-t-::-t--:--'---t--:_: : +--'-;_'--' (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (A) (B) (B) (B) (B) (B) (B) SMPSO STROG-BOLT 2 4 SS AT 3 DC <o,b) r ---/ ;1\ [,F- \ ALUM PAEL 2X OR_/ 1/ 3x ALUM RAFTER EXST FASCA BOARD } -+- AD ROOF PAEL RAL TO FASCA :::ged 2-" 2-" 2-" 2-" 2-" 2-" OR LEDGER TO EXSTG WOOD STUD WA FRAMG FOOTOTES TO TABLES 3 & 4 : ==== o EMBED ACHOR 3' MMUM 2" x 4" FU " " " " " " <C> - <2> DAMETER LAG SCEVS TO COCRETE VA AD <D> - %' DAMETER LAG SCRE,/ 2" x 6" OTCHED 1'-1" 1'-1" 1'-1" -2" -3" - <D - ' DAMETER LAG SCREV STA ACCORDACE 3 2"x6" FU OR 2-" 2-" 2-" 2-" 2-" 2-" VTH ESR-337 2"x8" OTCHED t , , "t ,r t b USE 3' SQx' STALESS 2"x8" FU OR 1 PSF 2 PSF 25 PSF SL 3 PSF SL 4 PSF SL 5 PSF SL STEEL VASHER \JHE 2-" 2-" 2-" 2-" 2-" 2-" 2"x1" OTCHED g WD SPEED WD SPEED WD SPEED WD SPEED WD SPEED WD SPEED STAG EV VOOD x-4-' F_U_L_L-----'-7-,-'----1' _1_1_,,' -1'--7-" t--1'--7-" t--1'--7-1" 3: (EXP B & C) (EXP B & C) (EXP B & C) (EXP B & C) (EXP B & C) (EXP B & C) LEDGER AGAST EXSTG x 6 "OTCHED 15,_ 6 15 _ 6 15,_ 6 15,_ 6 15 _ 6 15 _ g: COCRETE VA 6 2"x6" FU OR 2"x8" OTCHED 2"x8" FU OR 2"x1" OTCHED 5 SMPSO STROG-BOLT 2 SS AT 24' DC <o,b) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) c VHERE ROOF PAEL RAL 6" 6" 6" 6" 6" 6" t--t--t--r--t t---t---t '--+-'---'--t---'---1- (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) OCCURS, USE DAMETER 2-" 2-" 2-" 2-" 2-" 2-" LAG SCREV LEU OF <2> (C) (C) (C) (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) W DAMETER LAG SCREVS 2" x 4" FU -11" -11" -11" -11" -11" -11" (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2" x 6" OTCHED -1" -1" -1" -1" -1" -1" (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (D) (D) (D) (E) (E) (E) 2"x6" FU OR 2"x8" OTCHED 2"x8" FU OR 2"x1" OTCHED 3" 3" 3" 3" 3" 3" t--1_'-+-(_c_) t-(c_)-+-(_c)-+_(c_)+-(c_)-t-(_c_),_(d_)-t-(_d_),_(d_)-+-(_d_) +-(D_)-+-(_D_) +-(E-'-)-t-(-'-E-'-) t---(e-'-)-+-(-'-e)-+-'-(e-'-)+-(-'e)--1 (C) (C) (C) (C) (C) (C) (D) (D) (D) (D) (D) (D) (E) (E) (E) (E) (E) (E) 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" 2'-9" t--2'-+-(-c-) t-(c-)-+-(-c)-+-(d-)+-(d-)-t-(-d-) -(D-)-t-(-D-) -(D-)-+-(-D-) +-(D-)-(-D-) +-(E-)-+-(-E-) t---(e-)-t--(-e)-t--(e-)+-(e-)--1 APMO 195 ASSUMPTO t-::kmre:::r::s:o:srup::::: 4STELJOB# DATE 3/3/ DRAW BY MAP DKR EXSTG EAVE COECTO DETALS SH n 8 OF 5 SHEETS

10 A B c D E G H HAGER CHAELS AD MOUTG BRACKETS ALUM 34-H36 c;o CD M M t= 4" FASTEERS SHEETS SEE TABLE 3 6,f:==t==F=:::::::::::=f ALUMAOY 663-T6 FASTEERS, SEESHEET4 ALUMAOY 663-T6 ALUMAOY 663-T6 FASTEERS, SEE TABLE 3, SHEET 4 ALUM AOY 663-T6,-;::, RO FORMED V2J HAGER EXTRUDED HAGER LR HAGER "H" BRACKET 6 OTE: THS COSTRUCTO S LMTED TO 3 psf MAXMUM STE-SPECFC EGEERG REQURED AT ROOF LOADS EXCEEDG 3 psf (3) }'2" LAG SCREWS #14 SDS, 3 PER SDE PEETRATO 3"x8" ALUM RAFTER BRACKET 3"x8" ALUM HEADER OTE: LEGTH OF LAG SCREW SHA PROVDE THREADED PORTO OF SHAK COMPLETE PEETRATO TO EXSTG CORER STUD HEADER BRACKET 2 1 1/2" OR 2"LATCE ALTERATE 1/2" DOUBLE RAFTER- SOL T COECTO"J---1''-----=d-::;::--- PLA 2 ALTERATE: 4-#14 SMS EACH RAFTER TO COL COECT (8-TOT) 1' 1 # =(2)#14 SMS EA SDE 2#,25#,3# =(3)#14 SMS EA SDE 4#,5# =(4)#14 SMS EA SDE 3/4" OR 1 1/2" -f 2" x 6 1/2" OR 5" M 3" x 8" ALUM RAFTER 3/4" OR 1 1/2" U-BRACKET EXSTG WOOD STUD FRAMG (E) STUCCO 2 EACH 1/4" x 3-1/2" LAG SCREWS =1 psf 2 EACH 1/2" x 3-112" LAG SCREWS =2, 25 and 3 ps 2 EACH 5/8" x 3-1/2" LAG SCREWS =4 and 5 ps (2" M PEETRATO TO EXSTG WOOD STUD) OTE: USE LEDGER WHERE RAFTER SPACG EXCEEDS EXSTG STUD SPACG SEE TABLE 3 SHEET 8 RAFTER TO STUD WA COECTO 2"x65" OR 3"x8" RAFTER t---t---al TERATE: 1/2" BOLT 6SCREWS PER SDE #14 SMS EA SDE TOP, MD HEGHT AD BOTTOM, }BEAM SPLCE TO V OCCUR DRECTLY OVER POST OT 2-POST UTS #14 SMS MAY BE USE AS ALTERATE TO 1/4" BOLTS 61/2" SDEPLATE EA SDE SEE POST SCHED 3"SQ POST BETWEE SDE PLATES SEE LATERAL FORCE RESSTG SYSTEM, SHEET 11 BEAM TO POST COECTO 8 ALUMUM MEMBER WTH WOOD F OR OMAL LEDGER (EW OR EXSTG) SEE OTE, DETAL B, SHEETS 5/8" PLASTC PLUG WHERE SCREW S SDE DBL 3'xx42 BEAM OR DBL 2'x6x32' /42' BEAM APMO 195 ASSUMPTO j REVSOS ' MARK DATE OESCRPTO 4 STELJOB 1S171 3"x 3"STLPOST (24") SERT ATTACHED OR 1" ALTERATE: (2)-2x65" OR (2)-3"x8"HEADER (2)-1/2"BOLT DBL RAFTER DBL HEADER CO 3"x3"x24"_/ COECTOR ALTERATE: (2)- #14 SMS EACH RAFTER TO COLUM COECTO,,,:--- (4-TOTAL) ALTERATE: (2)- 2x65" OR (2)-3"x8" HEADER ALTERATE: (1) -1/2" BOLT OR (2)- #14 SMS EACH RAFTER STUB COLUM TO DOUBLE HEADER CO EXST STUCCO LEDGER f6\ ATTACHMET DETAL \;_) 3' SQ POST DOUBLE HEADER COLUM DETAL 5/ ACCESS HOLES STA 6 - #14 X :w LOG EACH HEADER TO COLUM (12 FASTEERS PER DATE 313/215 DRAW BY MAP DKR HAGER CHAELS AD MOUTG BRACKETS SH-9 9 OF 5 SHEETS

11 A B c D E G H COLUM POST SURFACE MOUT AD FOOTG EMBEDMET DETALS M UMBER OF REQ COLUMS POST r+ "T" 3"SQ POST W (4}-#14 SMS EA SDE OF POST OR 1/2" MB THROUGH POST -(2)-3/8" STROG-SOL T 2 SS EA BRACKET TO SLAB 9 1/2" MMUM DSTACE TO EDGE OF SLAB 33" MMUM DSTACE FROM SLAB CRACK TO COLUM (1"W M EMBEDMET) = c _,, sLAB SHA BE ",'" P 17 ' ' GOOD CODTO 3 1/2" M FOR SZE SEE FOOTG BEAM SPA TABLE POST--- =f"""= DE TH r+ r 'ALUM"T"BRACKET USE WTH POST TYPE B,C,D, OR E STEEL"T" BRACKET OR 9" SQ BASE PLATE USE WTH POST TYPE B,C,D,E,F,G,H,J OR K SEE TABLE 1 '-- a 1 p, q -/' -square- 4 >r--- POURED COCRETE FOOTG SEE TABLES (';'\ EXSTG SLAB POSTS TO COC FOOTG _ A::TT:::A::C::H:::E:::D=-C=-O=-V::E=:R::;S==O::=L Y: 8 ATTACHED COVERS OLY -::: : :---'--:C ::_c TABLE 1 ATTACHED OLY FOOTG & ACHOR SOL TS FOOTG SZE SGLE POSTS BOLTS EMBED 17" 22" CUBED (1) (2)-318" 1 718" 23" & 24" CUBED (1) (2) 1/2" 3114' 25" - 3" CUBED (2) (4)-112" 3114" 31" 34" CUBED (2) (4)-51 4" 35" 39" CUBED (2) (4)-314' 4 3/4" 4" - 42" CUBED (2) (4)-314" 4 3/4" OTE: BOLTS SHA BE SMPSO STROG-BOLT 2 SS (CC-ES ESR- 337) 1) MAY USE ETHER STEEL T BRACKET OR ALTERATE FREESTADG BASE PLATE 2) REQURES USE OF ALTERATE FREESTADG BASE PLATE TABLE2 ATTACHED AD FREESTADG ALTERATE FTG CUBE SZE SQ18"DEEP 'CUBEFTG 18" 18" SQ 12" 2" 21"SQ 12" 22" 25"SQ 16" 24" 28"SQ 2" 26" 32"SQ 23" 28" 35" SQ 25" 3" 39"SQ 28" 32" 43"SQ 3" 34" 47" SQ 32" 36" 51" SQ 34" 38" 55" SQ 37" 4" 6"SQ 39" 42" 64"SQ 41" 44" 69"SQ 43' 'CUBE FOOTG W/3 1/2" SLAB 1/2 DEPTH OF FOOTG OR 12" M EMBD STEEL POST OLY: USE POST TYPE VF,G,H,,JORK fffe :: : : :: (J) '- -1 t p( - F=f'' : u t- :',1' ; z - - : w <{ /:: ::::: fu (1)-1/2"MB-/ :" : x9;g-1 --::: / OF POST ''_; -: z POURED_/ :SQUAR; SEE FTG COCRETE / SCHEDULE BEAM FOOTG SPA TABLES (r;\square POST EMBED \_/ TO FOOTG APMO 195 ASSUMPTO (3)-3/4" BOLTS FOR POST TYPE F, G, H,, J & K """' TOC A --+-f ]s - 1 3" OR4" SQ SERT 16" X 188" ASTM A5 GRADE B STEEL ALUM AOY 3" OR 663-T6 24"1 / / 1375" 75" : STA 1" X 1" X Ya" HOG ) WASHER PLATE AT ACHORS FOR 13 MPH 16" 9" TYP OTE: COCRETE SLAB ACHORS SHA BE %"DAMETER SMPSO STROG-BOLT 2 SS (CC-ES ESR-337) ALUM "T" ASTM A5 GRADE B Cf 7/16" HOLE FOR3/8"MB STA 1" X 1W X Ya" HOG WASHER PLATE AT ACHORS TY 2" t t-t: " /2 FLAGES 'T 2 1/8" APART 1T25" 5" 75"t T 75"1 BASE FLARES 15p71 rl=;o:::::::::::::::::==:::==:r r_-t- TO 3"WDE EA '==_ /1 SDE OF FLAGES,,,::= /11 75" FOR 3" POST,'- USE FOR 3" OR 4"1 1 ' ' 4" WDE FOR 4" POST STEEL POSTS 55" T / T Cf 7/16" HOLE C 2-5/16" HOLES/ & 2-3/8" HOLES TYP EA SDE OTE: COCRETE ACHORS ARE SHOW TABLE 1 STEEL "T" SERT TO BASE PLATE (4)- SS316 3/4" STROG-BOLT 2 SS STEEL PER CC-ES ESR-337 (4 3/4" EMBEDMET DEPTH) 3/16" v POST--J' 9" SQ X 5/8" THK THK BASE PLATE (ASTM A5 GRADE B STEEL) SERT-] 1Xt 1 X" WELDED STEEL BASE PLATE ALTERATE FREESTADG BASE PLATE MARK DATE 4STELJOB# DATE DRAW BY REVSOS OESCfUPTO /31215 MAP DKR COLUM/POSTSURFACE MOUT AD FOOTG EMBEDMET DETALS SH -1 1 OF 5 SHEETS

12 A B c " D E G H LATERAL FORCE RESSTG SYSTEM (LFRS) FOR ATTACHED COVERS 6SCREWS PER SDE, ]BEAM SPLCE TO V OCCUR DRECTLY OVER POST OT 2-POST UTS #14 SMS MAY BE USE AS ALTERATE TO 1/4" BOLTS 5/8" PLASTC PLUG WHERE SCREW S SDE " a: <:r: ::JO 2"X65"X32" SDE PLATES : 11 MPH 12 MPH 13 MPH EXP B EXP C EXP B EXP C EXP B EXP C /2" SDEPLATE EA SBE SEE POST SCHED ' ' "SQ POST BETWEE SDE PLATES POST SCHEDULE 3" SQ X 32" + (2)-2" X 6 1/2" X 32" 3" SQ X 32" + (2)-2" X 6 1/2" X 42" W (6)-#14 SMS EACH SDE W (8)-#14 SMS EACH SDE USE O COC SLAB OLY USE O COC SLAB OR FOOTG BEAM TO POST COECTO ALTERATE FOR SOLD-ROOFED ATACHED COVERS WHERE MMUM UMBER OF REQURED COLUMS (SHOW AT LEFT} ARE OT a: <:r: ::JO 2"X65"X42" SDE PLATES : 11 MPH 12 MPH 13 MPH EXP B EXP C EXP B EXP C EXP B EXP C CD STRUCTURE APMO 195 ASSUMPTO PROJEC O, P ' ' OTE: 1 MMUM UMBER OF REQURED TYPED COLUMS AS SHOW O SHEET 7 SEE SHEET 7 FOR POST TYPES ROOF PLA ROOF PAEL ATTACHMET LEGTH L REVSOS DESCRPTOH FASTEERS, SEE SHEET ' DC 4 M PER EACH J[JT VA HAGER 14 32' DC MAX RD-FDRMED C4 M PER PAEL TERLOCK> DR RP ' 4STELJOB# DATE 3/31215 DRAW BY MAP CD ROOF HAGER 2 RO-FORMED PAEL TERLOCKG SEAM D-FDRMED PAEL SULATED ROOF PAEL TERLOCKG JOT LATERAL FORCE RESSTG SYSTEM M UMBER OF REO COLUMS SH OF 5 SHEETS DKR

13 A B c D E F G H BEAM TO POST & LATTCE TUBE TO RAFTER COECTO DETALS SPLCE DETALS 1) BEAM TO POST DETALS 2) BEAM TO POST DETALS 3) SMPLE SPLCE FU MOMET ---OPTOAL DECORATVE FASCA 9" 24" ( WOOD, ALUM OR HARDBORD) 15" 3" ''' 1" 1 3" '' "1" R" 1 " 1"1" 1' a 1"1 SMS@ EA SQ POST (-TOTALJ /'" TYP THCKESS= 35 (24 TOT :- 1 TYP = 35" EA SDE OF 3' SQ POST 63 -oe r (2)#1 VAEY, TYP (12) #14 x 1/2' SMS EACH SDE OF 3' j d UJ '\ oe ALUM AOY 34-H36 ALUM AOY 34-H36 UJ OR 663-T5 FOR EXTRUDED OR 663-T5 FOR EXTRUDED -oe [ 1 ALTERATE TEROR BAYS AT AY LOCATO EXCEPT AT ED BAYS - -'-H + OTE: USE SMPLE SPLCE OLY OTE: FU MOMET SPLCE MAY OCCUR :- 1 L : SPLCES - ROFORMED & EXTRUDED FASCAS f_j \{f-- OTCH -BEAM FLAGE r-j/--;;5" 3' sa POST -BEAM ALUM AOY AS EEDED TO CLEAR OTE: F SPLCE OCCURS AT ALTERATE TEROR BAYS, A SGLE 12" SMPLE C-SPLCE (OE SDE OF WEB) MAY BE USED 3 1 "1 TOTAL= (8)-1/2" f 2r 1 oo SPUCE WHERE 4" OCCURS - 7" -TYP -'------' (66T6)ALTERATE SQ POST,COECTWEB STL C-BEAM / A TO POST W/ (2)- 518" -y THRU-BOL 4" -BEAM, SQ POST AD (3)- 5/8" THRU BOLTS 1 _, x 1/2' SMS EACH SDE OF 3' T W WASHER SDE OF 3' SQ POST { EA -ffter FASCA - 3' :::::--- 3' SQ POST AG BEAM SO STL BEAM H - BRACKET TO POST 1) RAFTER "TAL" TO GUTTER L J OTE: THS DETAL S LMTED TO 1,2 & 3 psf ALUM AOY 3" X 8" X 42" BEAM, ROOF LVE AD SOW LOADS 663-T6 1 1' OR - MAG BEAM 4" -BEAM 3'-' "L" FASTEERS MOMET C-SPLCE 1'-" 4-#14 SDS OTE: F SPLCE OCCURS AT ALTERATE TEROR BAYS A SGLE 12" SMPLE C-SPLCE (OE SDE OF WEB) MAY BE USED, 4, 2 '-" 6-#14SDS FASTEER TO FASCA- SEE TABLE 3 '-" 12 -#14 SDS '1 "'"''R;o RAF<ER '"""- 11 r FASTEER SPACG= 3/4" HAG #14 x 1/2" SMS TOP \(6)-#14 EA SDE & BOTT (2)-TOT TOP & BOTT TOT=24 SPLCE WHERE - OCCURS - 11" - ROOF PAEL FASTEER L 1 TYP - GROUP r/ ROFORMED OR,; EXTRUDED GUTER \ - \_ 3" X 3" ALUM OR #14 SMS ALUM AOY 663-T6 7"BEAM 1 t - STEEL POST FASCA v ALUM BRACKET X 3'-' 6 1/2"x2"x24 2" 1" "L" SEE TABLE RAFTER MOMET C-SPLCE " U " BRACKET - RAFTER TO BEAM 1 SQ OR 2" LATTCE TUBE (F1) 2"x3" LATTCE TUBE p2 LATTCE TUBE TO RAFTER 6) "U" BRACKET - RAFTER TO BEAM ' ALUM AOY 315-H25 ALUM AOY 315-H25 " _,15"1 15" 281 2" 3" 2" ' 4:: 28"1, 1 1/2" so 2" so OR 2"x3" LATTCE #B X 2 "SMS, 2 3" OC M OR31/2", TYP r UP TO 6"C MAX + sl 3125" FOR 3 x RAFTER 2125" FOR 2 x RAFTER t =J 18" t _:- 1,18" r- BRACKET TO RAFTER rrafter - / BRACKET TO BEAM t = 4"@ 6 63-T APMO 195 ASSUMPTO 1 MARJ( OATEO SCRPTO 4 STEL JOB# :::BY DKR BEAM TO POST & LATTCE TUBE TO RAFTER COECTO DETALS SH - 12 t 12 OF 5 SHEETS

14 A B c D E G H HOW TO DETERME TRBUTARY WDTH TO WA HAGERS, LEDGERS AD SUPPORTG BEAMS 2 - TRBUTARY WDTH TABLE CLEAR SPA (FT) OH ' ' ' PROJECTO r TRBUTARY CLEAR SPA 1 TRBUTARY= h WDTH <t 1/2 SPA+ OH ::r' - 4' OT PERMTTED- STE SPECFC EGEERG REQURED :TRBUTARY O MULTPLE SPAS S ALTO CETER SPA TO CETER SPA APMO 195 ASSUMPTO J J (9 z = x w CELG FA AD/ OR LGHT FXTURE ( MAX 3 bs ) FA BEAM (" MAX SPA) - HEADER_/ T=7- - TYP t--2'- FA BEAM ALUM AOY 663-T6 FA BEAM -,:--- FA BEAM 2 /2' \_ #14 x 3 1/2" SOS SCREW AT BEAM ATTACHMET AT HEADER rfabeam "-""',L-62tL2_' / \_ #12 SOS SCREW AT HAGER CHAEL ATTACHMET AT HAGER CHAEL 1 J REVSOS RK OATEOESCRPTO 4 STEL JOB# DATE DRAW BY MAP DKR f HOW TO DETERME TRBUTARY WDTH & FA BEAM DETALS SH OF 5 SHEETS

15 A c D E G H 6-152' -, BEAM TYPES FOR ATTACHED & FREESTADG SOLD COVERS - _r '), GJTTE 1 EXT CUP SPLCE r W' =J WHERE ' SPLCE OCCURS T=12 GA WHERE ASTMA653 SS 2 SPLCE OCCURS GRADE 5 G6" 73' WHERE - T J OCCUR 4' _ ro6 32'_ V f- 7 - P-fyp, ALUM TYP - f--3 TYP 3r 2 4' 2 L-==-_j L J 3'- 93'- 3' L3o - oo 3" SQx32" ALUM BEAM 65" ROFORM MAG 4" -BEAM 45" MAG GUTTER W12 GA STL "U" CHAEL ALUM AOY ALUM AOY ALUM AOY ALUM AOY ASTM A653SS 663 T6 663-T6 663-T6 663-T6 GRADE 5 G6-3 -e,r SPLCE /= 1 25 WHERE ALUM OCCURS AOY 66JT6 66 hk 1 4:_ -- 3:_ -- 4:_ ouo _ 6, 6 TYP TYP TYP TYP t_ ko -Ao;_o-J ko -Ao;o J L3o -1 =,,,,- """"- o - DBL 2"x65"x42" DBL 2"x65"x32" 3"x8"x42" BEAM 7" -BEAM ALUM AOY 34-H36 J ALUM AOY 34-H36 ALUM AOY 34-H36 ALUM AOY OR EQUAL OR EQUAL OR EQUAL 663-T6 W (1) "C" SERT G ALUM AOY ")""" W (2) "C" SERTS r=12r 4GA ALUM AOY ASTM 663-T6 VJ=12R A653 SS 4 GA ASTM GRADE 5 OTE: 787 G6 A653 SS WHERE 'C' SPLCE OCCURS AS SHOW GRADE 5 SPA TABLES, T SHA BE STAED THE 4_:_ G6 4:_ FU LEGTH OF THE 7" -BEAM TYP TYP L3o _J_Ao;_-L3o -1 CD ALUM AOY 34-H36 OR EQUAL DBL 3"x8"x42" BEAM "x8"XX" BEAM W14 GA STL SERT M ASTM A653 GRADE 5 G6 3"x8"x42" BEAM ':62s L3'_J_Ao;_-L3o -1 DBL 3"x8"x42" BEAM W DBL 14 GA STL SERT ASTM A653 GRADE 5 G6 DBL 3"x8"x42" BEAM FOOTOTE: "SAMPLE" W12 GA STL SERT W DBL 12 GA STL SERT FGURE DCATES-a ASTM A653 GRADE 5 G6 ASTM A653 GRADE 5 G6 EXPOSURE B OTE: WHERE 12 AD 14 GA STEEL SERTS FGURE DCATES OCCUR AS SHOW THE SPA TABLES, OTE: WHERE 12 AD 14 GA STEEL SERTS OCCUR AS EXPOSURE C THEY SHA BE STAED THE FU LEGTH SHOW THE SPA TABLES, THEY SHA BE STAED WHERE OLY OE FGURE SHOW DCATES EXP B & C OF THE 3"x8" BEAM THE FU LEGTH OF THE 3"x8" BEAM FOOTOTES TOJaf -LES: 1 FOOTG SHOW RE RESETS LEGTH OF 2 THE MAXMUM COLUM SPACG O EXSTG SLAB SHA BE 3 THE SLAB SHA BE A MMUM 1'-" WDE BY THE EACH SDE AD DEPTH OF CUBED FOOTG, SEE SHEET 1 THE SMAER OF THE MAXMUM SPACG SHOW THS COLUM MAXMUM COLUM SPACG MEASURED AT THE COLUM WHERE SLAB OCCURS, CUBED FOOTG SZE OR THE MAXMUM POST SPACG SHOW FOR THE SELECTED AD SHA OT COTA AY CRACKG FOR 25 & 3 psf MAY BE REDUCED BY 6" FOR FREESTADG OLY BEAM WHERE 2 PSF SULATED ROOF PAELS THE DSTACE FROM COLUM TO SLAB EDGE SHA BE OCCUR AT 1 & 2 ps STAATOS, SEE TABLE 1, SHEET 47 FOR 9 1/4" MMUM MAXMUM COLUM SPACG O EXSTG SLAB ATTACHED & FREESTADG SOLD COVERS 1 PSF LVE LOAD -11,12,13 MPH- EXP B & C 65" ROFORM ATTACHED SOLD FREESTADG SOLD a::r: MAX COL ;::b MAXPOST FTG MAXPOST FTG SPACG ::J_ M M a O SLAB SPACG () POST SPACG () POST $: (SPA) (1) TYPE (SPA) (1) TYPE 13'-7" B G " B G -8" 1 21 B G J -6" B G -7" 3b: B 8 7 G (f) -9" 1' B 3b; G a 3h- c G -2" " 3b- c G ATTACHED SOLD FREESTADG SOLD a::r: MAX COL ;:: SPACG ::JO MAXPOST FTG M MAX POST FTG M a O SLAB ; SPACG () POST SPACG () POST (SPA) (1) TYPE (SPA) (1) TYPE 13'-7" B G -4" 1 7 Yk 22 B 3k G -8" 9 1 3k 22 B G J -6" 9 2 B 8 8 G " 3h- B G " 28 (f) -9" 1' 31; B G a " % B 3k G 7 1' c -8" G ATTACHED SOLD FREESTADG SOLD a::r: MAXCOL ;:: MAX POST FTG MAX POST FTG SPACG ::JO M M a O SLAB SPACG () POST SPACG () POST (2) (3) (SPA) (1) TYPE (SPA) (1) TYPE 13'-7" B G (') -4" k B G -8" 9 6 % G 23 B J -6" % B 8 1' G -7" B G ' 29 (f) -9" 1' B G a -2" G c " c G a::r: ;:: ::JO ; 1' a::r: ;:: ::JO ; 1' a::r: ;:: ::JO 1' APMO 195 ASSUMPTO ;, OATEREVSOSCRPTO 4STELJOB# DATE DRAW BY BEAM TYPES FOR ATTACHED & FREESTADG SOLD COVERS SH OF 5 SHEETS MAP DKR j

16 A B c D E G H MAG BEAM ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD crj: MAXCOL <- MAXPOST MAX POST SPACG Q FTG M FTG M MAXPOST FTG M MAX POST FTG M MAXPOST FTG M MAX POST FTG M MAXPOST FTG M MAX POST FTG M a O SLAB SPACG ( ) :;:: POST SPACG () POST SPACG {) POST SPACG () POST SPACG {) POST SPACG () POST SPACG () POST SPACG {) POST (2) (3) (SPA) {1) TYPE (SPA) {1) TYPE {SPA) (1) TYPE {SPA) (1) TYPE (SPA) {1) TYPE {SPA) {1) TYPE (SPA) {1) TYPE (SPA) (1) TYPE ' 13'-7" 4 -h- 19 B G oror- -4" B G -8" T B G J -6" B G 8 1 1Jh- 21 ' 25-7" B G (J) -9" 1' B G -2" B 3h- G a or- -8" 7 7 % 23 c 7 3h- 28 G 13'-7" B 9-28 G or- -4" B 8-6 3t; 27 G -8" T B 8 1 3t; 27 G J -6" B G " B 7-4 G (J) -9" 1' 8 2 % 24 B G a -2" B t3h G c G ATTACHED SOLD FREESTADG SOLD MAX COL MAX POST FTG MAXPOST FTG SPACG Q M M a O SLAB SPACG {) POST SPACG {) POST :;:: (2) (3) (SPA) (1) TYPE {SPA) (1) TYPE 13'-7" 1 21 B G (') or- 11 '-4" B G -8" T 9 23 B G 8 7 3h % 28 J -6" B G -7" B 131;- G ATTACHED SOLD FREESTADG SOLD a: MAXCOL ;:: MAX POST FTG MAXPOST FTG SPACG :::> M M a O SLAB SPACG () POST SPACG {) POST {2), (3) {SPA) (1) TYPE {SPA) {1) TYPE or- -8" (J) -9" 1' B " G a -2" c G or- -8" c G ATTACHED & FREESTADG SOLD COVERS -1 PSF LVE LOAD -11,12,13 MPH - EXP 8 & 4"BEAM 45" MAG GUTTER 3" SQ ALUM W/ 12 GA STL"U" CHAEL 13 1Jh- 21 B ;- 28 G B G B G c 4 27 G 24 c 1 27 G B B 22 B 23 B 23 B G 28 G 27 G 27 G 27 G 11 3" 4' c G c G B 21 B B 1 2 3t; 28 G 28 G 27 G B 27 G B 9 27 G B G 28 G 9 7 3k 1 25 c G c G c E G c G 8 23 c G ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD MAX POST FTG MAX POST FTG MAXPOST FTG MAX POST FTG MAX POST FTG MAX POST FTG M M M M M M SPACG {) POST SPACG {) POST SPACG {) POST SPACG {) POST SPACG {) POST SPACG {) POST (SPA) {1) TYPE {SPA) {1) TYPE (SPA) {1) TYPE {SPA) (1) TYPE (SPA) (1) TYPE {SPA) {1) TYPE B 3k G B G 19 B G ' 29 B G B G B G ' 22 1 ' 28 3k 3k % B 3k G B G B G c G B G B G % % ' 25 c G B G G 3;- c G c G % G c E ' 29 G 3 G c 25 c G 3 G ' t%- 24 B t%- 24 B G G ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD MAXPOST FTG MAX POST FTG MAX POST FTG MAX POST FTG MAXPOST FTG MAX POST FTG M M M M M M SPACG () POST SPACG {) POST SPACG {) POST SPACG {) POST SPACG {) POST SPACG {) POST {SPA) (1) TYPE {SPA) {1) TYPE (SPA) {1) TYPE {SPA) {1) TYPE {SPA) (1) TYPE {SPA) {1) TYPE ' 3 B G 3h- B G 2 B G ' 24 B " c G G G ' 26 c G J3}; 27 c G J3}; 19-r; 27 E 8 9 3b- 31 G E G B G 24 B 1 3 G B G c G 25 c G 25 c G 25 c G 8 2 % G 22 B 23 B G 23 B 8 28 G B 24 B 24 k B G G 6 1' 31 G B G ATTACHED SOLD 7" -BEAM FREESTADG SOLD MAX POST FTG M MAX POST FTG M SPACG () POST SPACG () POST (SPA) {1) TYPE (SPA) {1) TYPE E G 22-' 26 E G G 27 E 28 E 179 ]b E E 31 G 171 1k 32 G k 32 H E H E H ATTACHED SOLD FREESTADG SOLD MAXPOST FTG M MAX POST FTG M SPACG () POST SPACG () POST {SPA) (1) TYPE {SPA) (1) TYPE E H E H E 18 t9-;-;- 33 H E H E H E H E H E H ATTACHED SOLD FREESTADG SOLO MAX POST FTG M MAXPOST FTG M SPACG () POST SPACG () POST {SPA) (1) TYPE (SPA) (1) TYPE E J E E E 8h H E H E H E E a: ;:: :::> T 1' Q :;:: T 1' OC ;:: :::> T 1' APMO 195 ASSUMPTO, --4, -DATEREVSOSCR TO 4STELJOB# 1s1o ; DATE DRAW BY MAP ; DKR ;; SOLD COVERS ATACHED & FREESTADG BEAM SPAS, 1 PSF, 113 MPH SH OF 5 SHEETS J

17 A B c D F G H ATTACHED & FREESTADG SOLD COVERS -1 PSF LVE LOAD -11,12,13 MPH- EXP B & C a: MAX COL SPACG => O SLAB 13'-7" -4" -8" -6" U) -7" u (f) -9" 1' -2" -8" 7" -BEAM 7"BEAM CD DBL' 2"x65"x42" DBL 2"x65"x32" OR 3"x8"x42" BEAM W (1) "C"SERT W (2) "C" SERTS ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD a: MAXPOST FTG M MAXPOST FTG M MAXPOST FTG M MAXPOST FTG M MAXPOST FTG M MAX POST FTG M MAXPOST MAXPOST FTG M MAXPOST MAX POST FTG M => SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG SPACG () POST SPACG SPACG () FOR DBL FOR 3"x8" FOR DBL FOR 3"x8" POST (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE 2"x65"x32" BEAM (1) TYPE 2"x65"x32 BEAM (1) TYPE E H E % 22 B G 12 7 ' J,; 21 B % 29 G E E k H B G 11 6 J,; " 21 B G E 21'-9" E % H 3}; c G B G 2-3" E H E Jk H % c G B G 3 E 3%:; H E % 24 c G sa % 27 G 31 E H k 32 E %- 25 c 29 G c G 1' " ' h- 24 3h E E E ' 29 G c G E E J 4 26 E 1 3 G c G a: MAXCOL SPACG => O SLAB 13'-7" -4" -8" -6" U) u -7" (f) -9" 1' -2" -8" ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD a: MAXPOST FTG M MAX POST FTG M MAX POST FTG M MAX POST FTG M MAX POST FTG M MAX POST FTG M MAX POST MAX POST FTG M MAXPOST MAX POST FTG M => SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG SPACG () POST SPACG SPACG () FOR DBL FOR 3"x8" FOR DBL FOR3"x8" POST (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE 2"x65"x32" BEAM (1) TYPE 2"x65"x32" BEAM (1) TYPE 26 3};- 28 E _, %- 29 E 21 9 % E Jv-- 29 E B G 12 7 ' 21 B G K B G 11 6 " 22 B % 29 G ' 3 E % E _, c },;- 3 G B G E H E _, c G B G E H E 21 ' ' 24 c G % G 21 1' 32 E r E c 4 29 G % 24 B '-9" 2-4' k % 3;- 28 G 1' E E E G c G 34 E E J E G % 24 c G APMO 195 ASSUMPTO 1 j j a: MAXCOL SPACG => O SLAB M U) 13'-7" -4" -8" -6" -7" u (f) -9" 1' -2" -8" ATTACHED SOLD FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD ATTACHEDSOLQ FREESTADG SOLD ATTACHED SOLD FREESTADG SOLD a: MAXPOST FTG M MAX POST FTG M MAX POST FTG M MAXPOST FTG M MAX POST FTG M MAX POST FTG M MAXPOST MAXPOST FTG M MAX POST MAXPOST FTG M => SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG () POST SPACG SPACG () POST SPACG SPACG () FOR DBL FOR3"x8" FORDBL FOR3"x8" POST (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE (SPA) (1) TYPE 2"x65"x32" BEAM (1) TYPE 2"x65"x32" BEAM (1) TYPE %- 29 E E K B G B h- 29 G 3 E 21 1' E B 12 3 Jk 32 G };- 23 B %- 28 G 23 1" 31 E 2 1' 36 Jv-- K E -;; K 11 % 25 c G %;- 23 B G E _, E 21 2' c G % 24 B G " 33 E _, E 2-4 Jh- 36 k K c G %,;- " 34 E r E 19 8 Jh %w: % 27 G 27 c G c G 1' 35 E E 19 1 Jk 36 k 9-4 % 27 E G c G 35 E 16 9 _z 34 J E J 9 27 E G 8 2 ' 25 c G 4STELJOB# DATE DRAW BY MAP DKR s SOLD COVERS ATTACHED f & FREESTADG BEAM SPAS, 1 PSF, 113 MPH SH OF 5 SHEETS