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HomeMy WebLinkAboutKroger J959 STRUCTURAL DWGS.pdfAB B R E V I A T I O N S AR C H = A R C H I T E C T BO T = B O T T O M BL D G = B U I L D I N G BR G = B E A R I N G CF S = C O L D - F O R M E D S T E E L CJ = C O N T R A C T I O N J O I N T CL = C E N T E R L I N E CL R = C L E A R CM U = C O N C R E T E M A S O N R Y U N I T CO L = C O L U M N CO N C = C O N C R E T E CO N T = C O N T I N U O U S DI A O R ø = D I A M E T E R DE G O R ° = D E G R E E EA = E A C H EF = E A C H F A C E EL = E L E V A T I O N EM B = E M B E D M E N T EO S = E D G E O F S L A B EQ = E Q U A L EX I S T = E X I S T I N G EX P = E X P A N S I O N FD N = F O U N D A T I O N FS = F A R S I D E FT G = F O O T I N G GA = G A G E GA L V = G A L V A N I Z E D GT = G I R D E R T R U S S HO R I Z = H O R I Z O N T A L JS T B R G = J O I S T B E A R I N G Ld = T E N S I O N D E V E L O P M E N T L E N G T H OF R E I N F O R C I N G B A R I N CO N C R E T E Ld c = C O M P R E S S I O N D E V E L O P M E N T LE N G T H O F R E I N F O R C I N G B A R I N CO N C R E T E Ld h = H O O K E D B A R T E N S I O N DE V E L O P M E N T L E N G T H O F RE I N F O R C I N G B A R I N CO N C R E T E Ls = L A P S P L I C E L E N G T H O F RE I N F O R C I N G B A R I N C O N C R E T E Ls c = C O M P R E S S I O N L A P S P L I C E LE N G T H O F R E I N F O R C I N G B A R I N CO N C R E T E Ld-CMU = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN GROUTED CMU Ls-CMU = LAP SPLICE LENGTH OF REINFORCING BAR IN GROUTED CMU LDH = LONG DIMENSION HORIZONTAL LDV = LONG DIMENSION VERTICAL LLH = LONG LEG HORIZONTAL LLV = LONG LEG VERTICAL LSL = LAMINATED STRAND LUMBER LVL = LAMINATED VENEER LUMBER MCJ = MASONRY CONTROL JOINT MFR = MANUFACTURER NS = NEAR SIDE NTS = NOT TO SCALE oc = ON CENTER OPNG = OPENING PE = PRE-ENGINEERED PL = PLATE PSL = PARALLEL STRAND LUMBER PT = PRESSURE TREATED P/T = POST TENSION RD = ROOF DRAIN REINF = REINFORCING RTU = ROOF TOP UNIT SIM = SIMILAR SIP = STRUCTURAL INSULATED PANEL SL = STEP LEDGE SPA = SPACE OR SPACES SRD = SECONDARY ROOF DRAIN STIFF = STIFFENER STL = STEEL STW = STEP TOP OF WALL T/ = TOP OF TYP = TYPICAL UNO = UNLESS NOTED OTHERWISE VB = VERTICAL BRACING VERT = VERTICAL VIF = VERIFY IN FIELD w/ = WITH WP = WORK POINTLEGENDDnCOLUMN LINE DESIGNATION LINTEL MARK FOOTING MARKFACE OF BUILDINGnn KnWnLnnBPnBASE PL MARK CMU VERTICAL WALL RIENFORCING MARK KEYNOTE MARK STEP T/FTG ELEVATION INDICATIONDECK MARKSYMBOLDESCRIPTIONREFERENCE STEEL JOIST DESIGNATION Jd - JOIST DEPTH (INCHES) N - LH OR K JOIST TYPE Tld - TOTAL LOAD (PLF) Lld - LIVE LOAD (PLF)JdN (Tld/Lld)SEE PLANCnCOLUMN MARKSEES5.1 SEES5.1 SEES5.1 SEES5.1 SEES5.1 SEES5.1 COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:41 AM STRUCTURAL GENERAL NOTES S0.1P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com#ISSUEDATE PERMIT / BID ISSUE10/27/2014 G 0. 3 0. 3 1 2 3 4 5 6 7 9 11 12 F E D C. 8 10 13 8 35 ' - 4 " 32 ' - 0 " 45 ' - 4 " 45 ' - 0 " 44 ' - 1 0 " 43 ' - 8 " 41 ' - 6 " 40 ' - 4 " 48'-8" 48 ' - 0 " 40 ' - 1 0 " 46 ' - 3 " 46 ' - 3 " 46 ' - 3 " 45'-5" 8"35'-3"28'-5"40'-5"40'-5"35'-8 1/2"23'-1 1/2" 204'-0" 37 6 ' - 8 " 14 CH AB .5 1. 7 2. 5 3. 2 5. 6 5. 9 7. 2 7. 9 9. 5 11 . 3 11.913.514.1 9. 2 9. 3 9. 4 10 . 8 11 . 2 11 . 1 5. 7 5. 5 5. 2 3. 6 3. 3 29 ' - 1 0 " 1 8 ' - 8 " 1 4 ' - 8 " 52 ' - 8 " 14 ' - 8 " 1 8 ' - 8 " 2 8 ' - 1 1 " 28 ' - 1 1 " 28 ' - 1 1 " 28 ' - 1 1 " 28'-11"28'-11" 1'- 4 " 1 5 ' - 4 1 / 8 " 1 9 ' - 9 3 / 4 " 1 5 ' - 0 5 / 8 " 1'- 1 1 / 2 " 3'- 1 1 / 2 " 4'- 6 1 / 4 " 1 5 ' - 1 3 / 4 " 1 5 ' - 1 3 / 4 " 4 ' - 6 1 / 4 " 1'- 3 7 / 8 " 8"4'-0"18'-5 1/2" 7070757060 BP 2 BP 2 BP 2 BP 2 BP 2 BP 2 PE R K R O G E R , U N R E I N F O R C E D 4 " T H I C K CO N C R E T E S L A B O V E R C O M P A C T E D GR A N U L A R B A S E . C O N T R A C T I O N J O I N T S AT 1 2 ' - 0 " o c ( M A X ) . T / S L A B E L 1 0 0 ' - 0 " 1 S3 . 1 0. 1 0. 1 0. 9 0. 9 6'-11"35'-4 1/2" 9'- 4 " E. 8 0. 1 5 E. 5 .A 1 .2 1 40 BP 4 40BP 4 9'-4" 1'-0"8'-4" 8" 2 9 ' - 8 " 30 ' - 0 " 30BP 1 30BP 1 4'-9 3/4"15'-0 1/4"20'-7" 9'- 7 3 / 4 " 3 S3 . 1 5 S3 . 1 3 S3 . 1 3 S3 . 1 3 S3 . 1 5 S3 . 1 T/ F T G 9 9 ' - 4 " 12 S3 . 1 2 S3 . 1 4 S3 . 1 4 S3 . 1 4 S3 . 1 4 S3 . 1 4 S3 . 1 8 S3 . 1 11 S3 . 1 9 S3 . 1 9 S3 . 1 14 S3 . 1 T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 6 ' - 0 " T/ F T G 9 8 ' - 0 " 20 1 S3 . 1 20 4 S3 . 1 20 W4 W4 20 W4W4 W4 .1 1 .4 9 .1 . 6 C. 7 C. 9 22'-0"12'-0" 5'- 0 " 2 3 ' - 8 " 8 ' - 4 " 1 7 ' - 4 " BP 4 BP 4 45 50 BP 4 50 55 BP 7 BP 4 BP 4 60 40 64 BP 4 T/ F T G 9 6 ' - 0 " 1'-4" 7'-0" 6" 31 ' - 6 " 6 " BP 2 45 BP 2 BP 2 BP 2 50 50 50 55 T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 8 ' - 0 " T/ F T G 9 9 ' - 4 " T/ F T G 9 9 ' - 4 " T/ F T G 9 9 ' - 4 " T/ F T G 9 9 ' - 4 " . CO N T R A C T O R S H A L L R E M O V E E X I S T I N G S L A B , WA L L A N D F O O T I N G A S N E C E S S A R Y T O AC C O M M O D A T E N E W C O N S T R U C T I O N ( T Y P ) W3 PL A N N O T E S : • S E E F O R A B B R E V I A T I O N S A N D L EG E N D ( S Y M B O L S ) A N D S H E E T S 5 . 1 F O R SC H E D U L E S A N D T Y P I C A L D E T A I L S . • D O O R S , W I N D O W S A N D O P E N I N G S A R E S H O W N I N A P P R O X I M A TE L O C A T I O N S . S E E AR C H I T E C T U R A L D R A W I N G S F O R E X A C T L O C A T I O N S . • R E F E R E N C E P L A N E L E V A T I O N 1 0 0 ' - 0 " = 8 5 1 . 4 0 M E A N S E A L E V E L . • S L O P E S L A B T O F L O O R D R A I N S , C O O R D I N A T E W I T H A R C H I T EC T U R A L A N D P L U M B I N G DR A W I N G S . • F O O T I N G E L E V A T I O N S A N D S T E P S A R E B A S E D O N T H O M A S G RA H A M A S S O C I A T E S , I N C . SI T E G R A D I N G P L A N D R A W I N G C 2 . 0 , D A T E D 0 7 / 3 1 / 2 0 1 4 . CO N T R A C T O R S H A L L CO O R D I N A T E L O C A T I O N S W I T H F I N A L G R A D I N G P L A N T O M A I NT A I N M I N I M U M D E P T H A S IN D I C A T E D I N T H E S T R U C T U R A L G E N E R A L N O T E S O N S 0 . 1 . KE Y N O T E S : 1. E L E V A T O R P I T S I Z E A N D L O C A T I O N T O B E C O O R D I N A T E D BY C O N T R A C T O R W I T H F I N A L EL E V A T O R S E L E C T I O N . H O L D C O R N E R L O C A T I O N S H O W N O N PL A N I F D I M E N S I O N S CH A N G E F R O M W H A T I S S H O W N . Kn SH E E T S 0 . 1 COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:42 AM FOUNDATION PLAN S1.1P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 3 / 3 2 " = 1 ' - 0 " FO U N D A T I O N P L A N NO R T H #ISSUEDATE PERMIT / BID ISSUE10/27/2014 RT U - 4 RT U - 3 RTU-2 RT U - 1 RT U - 9 KE F - 6 KE F - 5 RT U - 7 KE F - 2 KE F - 1 KE F - 3 EF - 5 EF - 2 RT U - 1 0 RT U - 8 RT U - 1 1 CO N D E N S E R - E CO N D E N S E R - C CO N D E N S E R - D KE F - 4 EF - 4 EF - 1 EF-3 RT U - 6 RTU-5CONDENSER-A CO N D E N S E R - B GE N E R A T O R G 0. 3 0. 3 GE N E R A T O R 26 9 9 L B S K3 K1 1 2 3 4 5 6 7 9 11 12 F E D C. 8 10 13 8 14 CH AB .5 1. 7 2. 5 3. 2 5. 6 5. 9 7. 2 7. 9 9. 5 11 . 3 11.913.514.1 9. 2 9. 3 9. 4 10 . 8 11 . 2 11 . 1 5. 7 5. 5 5. 2 3. 6 3. 3 C4 0. 1 0. 1 0. 9 0. 9 67 ' - 4 " 36 ' - 4 " 35 ' - 4 " 32 ' - 0 " 45 ' - 4 " 45 ' - 0 " 44 ' - 1 0 " 43 ' - 8 " 41 ' - 6 " 40 ' - 4 " 48 ' - 0 " 40 ' - 1 0 " 46 ' - 3 " 46 ' - 3 " 46 ' - 3 " 8"(6) EQ SPA = 35'-3"(5) EQ SPA = 28'-5"(7) EQ SPA = 40'-5"(7) EQ SPA = 40'-5"(6) EQ SPA = 35'-8 1/2"(4) EQ SPA = 22'-5 1/2"8"4'-4"4'-0" 1'-0"8'-4"204'-0" 9'-0"21'-4"12'-0" 37 6 ' - 8 " C3 C3 C2 C5 C3 W16x26W24x68W18x97W18x40W21x55 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 6 0 / 1 7 0 ) W18x76 .A 1 .2 1 1'-1 1/2" L1 C6 C6 HSS10x6x5/8 HSS10x6x5/8HSS10x6x5/8HSS10x6x5/8HSS10x6x5/8 HSS10x6x5/8 4'-0" JS T B R G E L 1 2 3 ' - 9 " JS T B R G E L 1 2 2 ' - 1 1 1 / 4 " JS T B R G E L 1 2 2 ' - 4 3 / 4 " JS T B R G E L 1 2 1 ' - 1 0 1 / 4 " JS T B R G E L 1 2 1 ' - 5 1 / 2 " JS T B R G E L 1 2 1 ' - 0 " 18 K ( 2 1 0 / 1 2 0 ) W1 8 x 7 6 ( + 2 1 / 2 " ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) W1 8 x 6 0 ( + 2 1 / 2 " ) 18 K ( 2 6 0 / 1 7 0 ) W1 8 x 3 5 ( + 2 1 / 2 " ) W1 8 x 3 5 ( + 2 1 / 2 " ) W1 8 x 5 0 ( + 2 1 / 2 " ) W1 8 x 5 0 ( + 2 1 / 2 " ) W1 8 x 7 6 ( + 2 1 / 2 " ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 6 0 / 1 7 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 18 K ( 2 1 0 / 1 2 0 ) 16 K ( 2 1 5 / 1 5 0 ) JS T B R G E L 1 2 4 ' - 3 " JS T B R G E L 1 2 4 ' - 1 0 5 / 8 " JS T B R G E L 1 2 5 ' - 7 " HS S 2 0 x 8 x 1 / 2 B/ S T L E L 1 2 1 ' - 4 " HSS16x8x1/2B/STL EL121'-4" HSS16x8x1/4 B/STL EL121'-4" .1 1 .4 9 .1 . 6 C. 7 C. 9 6 S3 . 2 2 S3 . 2 2 S3 . 2 3 S3 . 2 W18x35W18x40W18x40W18x35W18x35 W18x35 RT U - 7 16 5 0 L B S K3 K1 RT U - 9 16 5 0 L B S K3 K1 RT U - 8 18 5 0 L B S K3 K1 RT U - 1 0 85 0 L B S K3 K1 RT U - 1 1 75 0 L B S K3 K1 RTU-6 750 LBSK4K3RTU-5 850 LBSK4K3 CO N D E N S E R B 35 2 3 L B S K4 K3 K5 CONDENSER A 3523 LBSK4K3K5 CO N D E N S E R D 32 4 8 L B S K4 K3 K5 CO N D E N S E R C 35 2 3 L B S K4 K3 K5 CO N D E N S E R E 32 4 8 L B S K4 K3 K5 L3L3 L2 C7C7 C6 C6 C8 C8 20 S3 . 2 21 S3 . 2 4'-0" 4'-0"4'-0" K7K7K7K7K7K7K7 W8 x 3 1 ( + 2 1 / 2 " ) HS S 1 6 x 8 x 5 / 1 6 B/ S T L E L 1 2 0 ' - 6 " K8 K8 JS T B R G E L 1 2 5 ' - 0 " JS T B R G E L 1 2 5 ' - 7 " 29 ' - 8 " 5 ' - 0 " 2 3 ' - 8 " 7 ' - 1 0 " W12x16 W12x16 K7 4 S3 . 2 5 S3 . 2 4 S3 . 2 5 S3 . 2 1 S3 . 2 HSS3x1-1/2x1/4 HSS3x1-1/2x1/4 C8 8" 3 4 ' - 8 " 31 ' - 6 " 6 " 67 ' - 4 " 1'-4" 13 S3 . 3 14 S3 . 3 15 S3 . 3 C3C3C3C3 22 S3 . 2 23 S3 . 2 W8 x 1 8 H O I S T BE A M B R G E L 1 2 5 ' - 5 " 12 S3 . 2 13 S3 . 2 11 S3 . 2 BE A M B R G E L 1 2 4 ' - 4 1 / 4 " DECK SPAN DE C K S P A N , DE C K B R G EL 1 2 6 ' - 6 1 / 8 " K1 K1 4'-0" K9K9K9K9K9K9 W8 x 2 4 , T Y P A T OP E R A B L E P A R T I T I O N AN G L E B R A C E E A J O I S T , SE E R E L A T I N G S E C T I O N 14 S3 . 2 10 S3 . 2 SH E E T S 0 . 1 PL A N N O T E S : • S E E F O R A B B R E V I A T I O N S A N D L EG E N D ( S Y M B O L S ) A N D S H E E T S 5 . 1 F O R S C H E D U L E S A N D T Y PI C A L D E T A I L S . • D O O R S , W I N D O W S A N D O P E N I N G S A R E S H O W N I N A P P R O X I M A TE L O C A T I O N S . S E E A R C H I T E C T U R A L D R A W I N G S F O R EX A C T L O C A T I O N S . • F O R R O O F P E N E T R A T I O N S N O T S H O W N , R E F E R T O S H E E T S 5 .1 F O R A D D I T I O N A L R E I N F O R C I N G N O T I N D I C A T E D O N P L A N . LO C A T E P E N E T R A T I O N S W H E R E I N D I C A T E D O N A R C H I T E C T U R A L A N D M E C H A N I C A L D R A W I N G S . KE Y N O T E S : 1. M E T A L D E C K ; S E E D E C K P L A N O N S 1 . 2 A N D T H E M E T A L D EC K S C H E D U L E O N 2. R O O F H A T C H ; C O O R D I N A T E W I T H A R C H I T E C T U R A L D R A W I N G S. 3. C O O R D I N A T E F I N A L S I Z E , L O C A T I O N A N D W E I G H T O F R O O F T O P U N I T S A N D R O O F O P E N I N G S W I T H A R C H I T E C T U R A L DR A W I N G A N D / O R M E C H A N I C A L E Q U I P M E N T S U P P L I E R D R A W I N GS P R I O R T O F A B R I C A T I O N O F S T E E L . J O I S T MA N U F A C T U R E R T O D E S I G N J O I S T A N D J O I S T G I R D E R F O R A DD I T I O N A L W E I G H T O F R O O F T O P U N I T S S H O W N O N DR A W I N G S . C U R R E N T R O O F T O P E Q U I P M E N T S I Z E A N D L O C A TI O N S H O W N I S C O O R D I N A T E D W I T H M E C H A N I C A L M O D E L DA T E D 0 9 / 0 2 / 2 0 1 4 . 4. S E E T Y P I C A L R O O F O P E N I N G E D G E D E T A I L O N 5. E Q U I P M E N T S U P P O R T E D W I T H A P R O P R I E T A R Y C U R B , S E E AR C H I T E C T U R A L D R A W I N G S F O R M O R E I N F O R M A T I O N . 6. P R O V I D E R O O F M E C H A N I C A L U N I T S U P P O R T P E R D E T A I L O N 7. R O O F B E A M E L E V A T I O N N O T E D T H U S ( ± x x " ) I N D I C A T E S T OP O F B E A M E L E V A T I O N A B O V E O R B E L O W J O I S T B E A R I N G EL E A V T I O N N O T E D . 8. H S S 8 x 8 x 1 / 4 B / S T L E L 1 2 1 ' - 4 " . 9. S T E E L F A B R I C A T O R S H A L L D E S I G N B E A M E N D C O N N E C T I O N S F O R S E R V I C E L O A D & 1 5 K I P S O F A X I A L F O R C E . R E F E R T O ST R U C T U R A L S T E E L N O T E # 3 O N S H E E T S 0 . 1 F O R A L L O T H E R D E S I G N P A R A M E T E R S . Kn SH E E T S 5 . 1 SH E E T S 5 . 1 SH E E T S 5 . 1 11 11 12 12 14 14 H H AB 0. 1 0. 1 0. 9 0. 9 D- 1 IN E X I S T R O O F A R E A : AD D ( 2 ) # 1 0 S C R E W SI D E L A P F A S T E N E R S PE R J O I S T S P A C E IN E X I S T R O O F A R E A : AD D ( 4 ) # 1 0 S C R E W SI D E L A P F A S T E N E R S PE R J O I S T S P A C E 1 1 14 14 H H AB 0. 1 0. 1 0. 9 0. 9 8 P S F UL I F T FI E L D 13 P S F U P L I F T PE R I M E T E R (T Y P U N O ) 17 P S F U P L I F T 12'-0" 12 ' - 0 " 12'-0" COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:43 AM ROOF FRAMING PLAN S1.2P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 3 / 3 2 " = 1 ' - 0 " RO O F F R A M I N G P L A N NO R T H NT S RO O F D E C K K E Y P L A N NO R T H NT S NE T U P L I F T K E Y P L A N NORTH#ISSUEDATE PERMIT / BID ISSUE10/27/2014 G 0. 3 0. 3 1 2 3 4 5 6 7 9 11 12 F E D C. 8 10 13 8 14 CH AB .5 1. 7 2. 5 3. 2 5. 6 5. 9 7. 2 7. 9 9. 5 11 . 3 11.913.514.1 9. 2 9. 3 9. 4 10 . 8 11 . 2 11 . 1 5. 7 5. 5 5. 2 3. 6 3. 3 0. 1 0. 1 0. 9 35 ' - 4 " 32 ' - 0 " 45 ' - 4 " 45 ' - 0 " 44 ' - 1 0 " 43 ' - 8 " 41 ' - 6 " 40 ' - 4 " 48 ' - 0 " 40 ' - 1 0 " 46 ' - 3 " 46 ' - 3 " 46 ' - 3 " 8"35'-3"28'-5"40'-5"40'-5"35'-8 1/2"23'-1 1/2" 204'-0" 8"4'-0"18'-5 1/2"(12) EQ SPA = 34'-3"1'-5 1/2"1'-5 3/4"(9) EQ SPA = 25'-8 1/4"2'-3"2'-3"2'-5"2'-5"2'-5" 1'-6" 1'-6 1/4"(13) EQ SPA = 37'-4 1/2"1'-6 1/4"1'-5 1/2"(9) EQ SPA = 25'-6"1'-5 1/2" 1'-6" 2'-8"2'-8"5"28'-8" 39 ' - 1 1 1 / 2 " 35 ' - 4 " 32 ' - 0 " E. 8 0. 1 5 E. 5 20'-7"15'-0 1/4"4'-9 3/4" .A 1 .2 1 L2 (1 1 ) E Q S P A = 3 1 ' - 6 1 / 4 " ( 6 ) E Q S P A = 1 6 ' - 1 1 " ( 6 ) E Q SP A = 1 8 ' - 4 3 / 4 " 30 ' - 4 " 30 ' - 0 " 29 ' - 1 0 " 9'- 7 3 / 4 " 2 5 ' - 8 1 / 4 " 4 ' - 7 1 / 2 " 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18K(390/240) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K * ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) 18 K ( 3 9 0 / 2 4 0 ) C1 C1 HS S 2 0 x 8 x 5 / 8 T/ S T L E L 1 1 2 ' - 1 1 1 / 8 " HSS16x8x5/16B/STL EL109'-4" HSS8x8x1/4T/STL EL117'-0" HS S 8 x 8 x 3 / 8 T/ S T L E L 1 1 7 ' - 0 " HS S 2 0 x 8 x 5 / 8 B/ S T L E L 1 0 9 ' - 4 " HSS16x8x1/4B/STL EL109'-4" HSS8x8x1/4T/STL EL117'-0" HS S 1 6 x 8 x 5 / 1 6 B/ S T L E L 1 0 9 ' - 4 " L1 .1 1 4" 8 " 2 9 ' - 8 " 5 ' - 0 " 2 3 ' - 8 " 8 ' - 4 " 1 7 ' - 4 " .4 9 .1 . 6 C. 7 C. 9 22'-0"12'-0" 8'-4" 7'-0" 1'-4" 1'-0" W27x84T/STL EL112'-8 1/2"W27x84T/STL EL112'-8 1/2"W24x62T/STL EL112'-11" W1 8 x 7 1 T / S T L E L 1 1 2 ' - 1 1 " W2 1 x 4 4 T / S T L E L 1 1 2 ' - 1 1 " W21x48T/STL EL112'-8 1/2"W1 6 x 2 6 T/S TL E L 1 1 2 '-11" W14x22T/STL EL112'-11" W1 4 x 2 2 T/ S T L E L 1 1 3 ' - 1 1 / 2 " W1 4 x 2 2 T/ S T L E L 1 1 3 ' - 1 1 / 2 " W1 6 x 2 6 T/ S T L E L 1 1 2 ' - 1 1 " W16x26T/STL EL113'-1 1/2" W16x26T/STL EL113'-1 1/2" HS S 1 6 x 8 x 3 / 8 T / S T L E L 1 1 3 ' - 3 5 / 8 " HS S 8 x 8 x 3 / 8 T/ S T L E L 1 1 6 ' - 4 " K2 K3 10 ' - 2 1 / 4 " 10'-2 1/4" . 2.5 K 1 ( 3 9 0 / 2 4 0 ) 1 S3 . 3 2 S3 . 3 3 S3 . 3 4 S3 . 3 5 S3 . 3 5 S3 . 3 6 S3 . 3 DE C K SP A N DECK SPAN K1K1 1'- 0 " 1'- 0 " 7 S3 . 3 8 S3 . 3 9 S3 . 3 9 S3 . 3 10 S3 . 3 7 S3 . 3 11 S3 . 3 W1 2 x 3 0 T/ S T L E L 1 1 3 ' - 4 " K4K4K4K4K4K4K4K4K4K4K4K4K4 16 S3 . 3 17 S3 . 3 18 S3 . 3 12 S3 . 3 19 S3 . 3 B/ S T L E L 1 0 9 ' - 4 " B/ S T L E L 1 0 9 ' - 4 " B / S T L E L 1 0 9 ' - 4 " B/ S T L E L 1 0 9 ' - 4 " B/ S T L E L 1 0 9 ' - 4 " B/ S T L E L 1 0 9 ' - 4 " 25 S3 . 2 24 S3 . 2 L2 L2 L2 L2 L2 L2 12 S3 . 3 TYP @ EXIST CO L TYP @ MSNRY BRG SH E E T S 0 . 1 Kn PL A N N O T E S : • S E E F O R A B B R E V I A T I O N S A N D L EG E N D ( S Y M B O L S ) A N D SH E E T S 5 . 1 F O R S C H E D U L E S A N D T Y P I C A L D E T A I L S . • D O O R S , W I N D O W S A N D O P E N I N G S A R E S H O W N I N A P P R O X I M A TE LO C A T I O N S . S E E A R C H I T E C T U R A L D R A W I N G S F O R E X A C T L O CA T I O N S . • F O R R O O F P E N E T R A T I O N S N O T S H O W N , R E F E R T O S H E E T S 5 .1 F O R AD D I T I O N A L R E I N F O R C I N G N O T I N D I C A T E D O N P L A N . L O C A TE PE N E T R A T I O N S W H E R E I N D I C A T E D O N A R C H I T E C T U R A L A N D ME C H A N I C A L D R A W I N G S . KE Y N O T E S : 1. M E Z Z A N I N E S L A B - M E T A L D E C K D - 5 ; S E E M E T A L D E C K S CH E D U L E O N SH E E T S 5 . 1 . T O P O F M E Z Z A N I N E S L A B E L 1 1 3 ' - 5 " . P E R K R O G E R CO N T R A C T I O N J O I N T S I N M E Z Z A N I N E S L A B A T 1 0 ' - 0 " o c M A X E A C H W A Y . LO C A T E C O N T R A C T I O N J O I N T S P A R A L L E L W I T H J O I S T O R B E AM CE N T E R L I N E . 2. H S S 8 x 8 x 1 / 4 T / S T L E L 1 1 6 ' - 4 " ; H S S 8 x 8 x 1 / 4 T / S T L E L 11 3 ' - 3 5 / 8 " 3. W 1 6 x 2 6 T / S T L E L 1 1 3 ' - 3 5 / 8 " 4. J O I S T M A N U F A C T U R E R M U S T D E S I G N J O I S T S S U C H T H A T T HE MA X I M U M D E F L E C T I O N W I T H L I V E L O A D S A N D D E A D L O A D S I S L I M I T E D TO B E T H E L E S S E R O F L / 7 2 0 O F T H E S P A N A N D 1 / 4 " . COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:43 AM MEZZANINE,CANOPY FRAMING PLAN S1.3P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 3 / 3 2 " = 1 ' - 0 " ME Z Z A N I N E / C A N O P Y F R A M I N G P L A N NO R T H #ISSUEDATE PERMIT / BID ISSUE10/27/2014 3" CLR 8" M A S O N R Y W A L L , SE E A R C H D W G S SE E A R C H D W G S F O R IN S U L A T I O N A T S L A B SE E P L A N F O R FO O T I N G S I Z E A N D RE I N F O R C I N G T/ F T G SE E P L A N VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G BE N T B A R S I N W A L L SE E T Y P I C A L B E N T B A R DE T A I L " A / B " O N S 3 . 1 GR O U T A L L C E L L S AN D C O L L A R J O I N T SO L I D B E L O W G R A D E EQ EQ MA S O N R Y V E N E E R , SE E A R C H D W G S 12 " M A S O N R Y W A L L , SE E A R C H D W G S 3" CLR 8" M A S O N R Y W A L L , SE E A R C H D W G S SE E A R C H D W G S F O R IN S U L A T I O N A T S L A B SE E P L A N F O R FO O T I N G S I Z E A N D RE I N F O R C I N G T/ F T G SE E P L A N VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G BE N T B A R S I N W A L L SE E T Y P I C A L B E N T B A R DE T A I L " A / B " O N S 3 . 1 GR O U T A L L C E L L S AN D C O L L A R J O I N T SO L I D B E L O W G R A D E EQ EQ MA S O N R Y V E N E E R , SE E A R C H D W G S 12 " M A S O N R Y W A L L , SE E A R C H D W G S EX I S T I N G M A S O N R Y WA L L EX I S T I N G M A S O N R Y FO U N D A T I O N EX I S T I N G F O O T I N G SE E A R C H D W G S F O R IN S U L A T I O N A T S L A B EX I S T I N G M A S O N R Y WA L L B E Y O N D EX I S T I N G M A S O N R Y FO U N D A T I O N EX I S T I N G F O O T I N G EXISTING MASONRY WALL EXISTING MASONRY FOUNDATION EXISTING FOOTINGCONTROL JOINT (2) #5x3'-6" EPOXY DOWEL REINFORCING INTO EXISTING FOOTING (6" MIN EMB)NEW MASONRY WALL 6"NEW FOOTING, SEE PLAN FOR SIZE AND REINFORCINGGROUT JAMB SOLID 3" CLR 12 " M A S O N R Y W A L L , SE E A R C H D W G S #4 B E N T B A R @ 1 6 " o c SE E P L A N F O R FO O T I N G S I Z E A N D RE I N F O R C I N G T/ F T G SE E P L A N 18 " 18 " MA S O N R Y W A L L B E Y O N D #4 x 3 ' - 0 " @ 1 6 " o c GR O U T A L L CE L L S S O L I D BE L O W G R A D E BE N T B A R S I N W A L L SE E T Y P I C A L B E N T B A R DE T A I L " A / B " O N S 3 . 1 EQ EQ EX I S T I N G M A S O N R Y W A L L AN D C O L U M N T O B E RE M O V E D O N C E N E W AD D I T I O N I S C O M P L E T E D EX I S T I N G M A S O N R Y FO U N D A T I O N , T O R E M A I N EX I S T I N G F O O T I N G (2 ) # 5 x 1 ' - 3 " E P O X Y D O W E L RE I N F O R C I N G I N T O E X I S T I N G FO O T I N G ( 6 " M I N E M B ) NE W F O O T I N G , S E E P L A N FO R S I Z E A N D R E I N F O R C I N G GR O U T T H I C K N E S S , S E E TY P I C A L A N C H O R R O D D E T A I L BA S E P L A T E , S E E S C H E D U L E HS S C O L U M N . RE M O V E F O U N D A T I O N AS N E C E S S A R Y T O RE M O V E C O L U M N PL A N SE E BE N T B A R S I N W A L L T O L A P VE R T R E I N F , M A T C H S I Z E , SP A C I N G A N D Q U A N T I T Y AL T E R N A T E D I R E C T I O N T/ F O O T I N G SE E P L A N VE R T R E I N F S E E F D N P L A N F O R SI Z E , S P A C I N G & Q U A N T I T Y BE N T B A R S I N W A L L T O L A P VE R T R E I N F , M A T C H S I Z E , SP A C I N G A N D Q U A N T I T Y AL T E R N A T E D I R E C T I O N T/ F O O T I N G SE E P L A N VE R T R E I N F S E E F D N P L A N F O R SI Z E , S P A C I N G & Q U A N T I T Y CO N C S L A B 3* 1* FO U N D A T I O N * U N L E S S N O T E D O T H E R W I S E O N F O U N D A T I O N S E C T I O N S 1'- 0 " 4" SEE PLAN MIN 8" 3 1/2" CLR 4" 1" ø S M O O T H D O W E L S @ 1 2 " o c , D O W E L S TO B E P E R P E N D I C U L A R T O E D G E O F S L A B (2 ) # 4 C O N T @ D O W E L B A R S . . PO R T I O N O F S L A B CA S T F I R S T PO R T I O N O F D O W E L TO B E G R E A S E D 8" 2'- 0 " 2'- 0 " 1/ 8 " x 2 " S A W C U T , F I L L SA W C U T W I T H S E A L A N T SEE PLAN FOOTING TOP BARS,WHERE OCCURS (TYP) .2 5 x H ( M I N ) 2 x S ( M I N ) S (TYP)2 x S (MIN)S (TYP) 3" CLR 3 " C L R BE N T T O P B A R S , S I Z E & NU M B E R T O M A T C H CO N T F O O T I N G T O P RE I N F , W H E R E O C C U R S SLOPE IF REQUIRED BY SOIL CONDITION (TYP)FOOTING BOTTOM BARS (TYP)BENT BOTTOM BARS, SIZE &NUMBER TO MATCH CONT FOOTING BOTTOM REINF H H NO T E S : 1. SE E P L A N F O R F T G S I Z E & R E I N F 2. S = S T E P I N F O O T I N G , 2 ' - 0 " M A X H = D E P T H O F F O O T I N G Ls Ls L d Ld GR O U T C E L L S S O L I D 8 " AB O V E F I N I S H F L O O R 3" CLR 8" M A S O N R Y W A L L , SE E A R C H D W G S SE E A R C H D W G S F O R IN S U L A T I O N A T S L A B SE E P L A N F O R FO O T I N G S I Z E A N D RE I N F O R C I N G T/ F T G SE E P L A N VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G BE N T B A R S I N W A L L SE E T Y P I C A L B E N T B A R DE T A I L " A / B " O N S 3 . 1 GR O U T A L L C E L L S AN D C O L L A R J O I N T SO L I D B E L O W G R A D E EQ EQ MA S O N R Y V E N E E R , SE E A R C H D W G S 12 " M A S O N R Y W A L L , SE E A R C H D W G S 3" CLR 8" M A S O N R Y W A L L , SE E A R C H D W G S SE E A R C H D W G S F O R IN S U L A T I O N A T S L A B SE E P L A N F O R FO O T I N G S I Z E A N D RE I N F O R C I N G T/ F T G SE E P L A N VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G BE N T B A R S I N W A L L SE E T Y P I C A L B E N T B A R DE T A I L " A / B " O N S 3 . 1 GR O U T A L L C E L L S AN D C O L L A R J O I N T SO L I D B E L O W G R A D E EQ EQ MA S O N R Y V E N E E R , SE E A R C H D W G S 12 " M A S O N R Y W A L L , SE E A R C H D W G S 4" M A S O N R Y W A L L , SE E A R C H D W G S 6" 8" 8" 6" 3" CLR 1'-0" 8" VE R T R E I N F ( N O T S H O W N ) , SE E F D N P L A N F O R S I Z E AN D S P A C I N G 8" M A S O N R Y W A L L , SE E A R C H D W G S VE R T R E I N F D O W E L S , MA T C H V E R T R E I N F SI Z E A N D L O C A T I O N S WA T E R P R O O F I N G P E R AR C H S P E C S ( T Y P ) #5 @ 1 2 " o c E A W A Y #4 @ 1 2 " o c #4 B E N T B A R S @ 2 4 " o c PO U R S L A B T H R U AT O P E N I N G T/ F T G SE E P L A N 18 18 2" C L R ( T Y P ) 8" GR O U T A L L C E L L S S O L I D BE L O W F I N I S H F L O O R CO O R D I N A T E E L E V A T O R S U M P P I T S I Z E AN D L O C A T I O N W I T H T H E E L E V A T O R MA N U F A C T U R E R ' S R E Q U I R E M E N T S . RE I N F O R C E S I M I L A R T O T Y P I C A L S T E P IN F T G D E T A I L SE E P L A N F O R F T G SI Z E A N D R E I N F T/ F T G SE E P L A N GR O U T T H I C K N E S S , S E E TY P I C A L A N C H O R R O D D E T A I L HS S C O L U M N 3" CLR BA S E P L A T E , S E E S C H E D U L E EQ E Q BO N D B R E A K E R A R O U N D HS S C O L U M N 8" M A S O N R Y W A L L , SE E A R C H D W G S GR O U T A L L C E L L S AN D C O L L A R J O I N T SO L I D B E L O W G R A D E VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G HS S C O L U M N BA S E P L A T E , S E E S C H E D U L E MA S O N R Y W A L L , N O T C H A R O U N D CO L U M N A S N E C E S S A R Y GR O U T T H I C K N E S S , S E E TY P I C A L A N C H O R R O D D E T A I L 1 3 3" CLR SE E P L A N F O R F T G SI Z E A N D R E I N F CO N T I N U E S T R I P FT G R E I N F T H R U CO L U M N F T G EQ E Q MA S O N R Y V E N E E R , SE E A R C H D W G S T/ F T G SE E P L A N BO N D B R E A K E R A R O U N D HS S C O L U M N HS S C O L U M N T/ F T G SE E P L A N 1'- 4 " x 1 ' - 4 " C O N C P E D E S T A L WI T H ( 8 ) # 5 B E N T B A R S A N D #4 T I E S @ 1 0 " o c GR O U T T H I C K N E S S , S E E TY P I C A L A N C H O R R O D D E T A I L BA S E P L A T E , S E E S C H E D U L E SE E P L A N F O R F T G SI Z E A N D R E I N F EQ E Q 2" C L R ( T Y P ) 3" CLR 3"2" 8" T/ P E D E S T A L SE E P L A N F O R F T G SI Z E A N D R E I N F T/ F T G SE E P L A N 3" CLR GR O U T T H I C K N E S S , S E E TY P I C A L A N C H O R R O D D E T A I L BA S E P L A T E , S E E S C H E D U L E GR O U T A L L M A S O N R Y A N D AR E A B E T W E E N M A S O N R Y SO L I D B E L O W G R A D E MA S O N R Y V E N E E R , SE E A R C H D W G S 2" CLR MA S O N R Y W A L L , MA T C H W I D T H O F VE N E E R A B O V E T/ F T G SE E P L A N 4" 8 " #5 @ 1 2 " o c (7 ) # 5 C O N T TO P A N D B O T GR A N U L A R BA C K F I L L 2" CLR 1'-0" 2'-7" LAP 3" CLR 1'- 6 " M I N #4 B E N T B A R @ 1 6 " o c 1 8 " 18 " MA S O N R Y W A L L B E Y O N D #4 x 3 ' - 0 " @ 1 6 " o c 1" 6" MIN #4 B E N T B A R @ 1 2 " o c 2 4 " 24 " #5 V E R T B A R S @ 1 2 " o c EQEQ #4 H O R I Z B A R S @ 1 2 " o c 4 " ø W E E P H O L E S @ 1 0 ' - 0 " o c ( M A X ) 8" 4" MIN 42 # M E S H #5 B E N T B A R S @ 1 6 " o c 12 " M A S O N R Y W A L L , SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G GR O U T A L L C E L L S SO L I D B E L O W G R A D E 1' - 6 " T/ F T G 4" 8 " #5 @ 12"oc(10) #5 CONT TOP AND BOT4" MIN42# MESH 3 " C L R #4 @ 1 2 " o c E A C H W A Y 6 " M IN #4 BENT BARS @ 12"ocEQEQ#4 BENT BAR @ 16"oc18"18"#5 VERT BARS @ 12"oc#4 HORIZ BARS @ 12"ocGRANULAR BACKFILL 2" CLR 1'-0" 3" CLR 8"4"COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:45 AM FOUNDATION SECTIONS S3.1P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 1 / 2 " = 1 ' - 0 " S3 . 1 1 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 3 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 7 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 8 SE C T I O N 1/2" = 1'-0"S3.19SECTION 1 / 2 " = 1 ' - 0 " S3 . 1 5 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 10 SE C T I O N NT S TY P I C A L B E N T B A R D E T A I L " B " NT S TY P I C A L B E N T B A R D E T A I L " A " NT S TY P I C A L O V E R P O U R D E T A I L NT S SL A B O N G R A D E T Y P I C A L C O N S T R U C T I O N J O I N T NT S SL A B O N G R A D E T Y P I C A L C O N T R A C T I O N J O I N T NT S TY P I C A L S T E P I N F O O T I N G 1 / 2 " = 1 ' - 0 " S3 . 1 2 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 4 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 11 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 12 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 6 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 13 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 14 SE C T I O N 1 / 2 " = 1 ' - 0 " S3 . 1 21 SE C T I O N 1/2" = 1'-0"S3.122SECTION#ISSUEDATE PERMIT / BID ISSUE10/27/2014 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T 12 " M A S O N R Y W A L L , SE E A R C H D W G S T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) S E E FD N P L A N F O R S I Z E A N D S P A C I N G SE E T Y P I C A L D E C K BE A R I N G D E T A I L O N S 5 . 1 MA S O N R Y V E N E E R , SE E A R C H D W G S 12 " M A S O N R Y W A L L , SE E A R C H D W G S JO I S T B R G SE E P L A N T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) S E E FD N P L A N F O R S I Z E A N D S P A C I N G SE E T Y P I C A L J O I S T BE A R I N G D E T A I L O N S 5 . 1 MA S O N R Y V E N E E R , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G B/ B R G H O I S T B E A M SE E E L E V A T O R SU P P L I E R D W G S SE E T Y P I C A L B E A M BE A R I N G D E T A I L O N S 5 . 1 BR G P L A T E 3 / 1 6 " x 4 " C O N T W I T H 1 / 2 " ø x 6 " H E A D E D S T U D S @ 2 4 " o c MA S O N R Y V E N E E R , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G GR O U T C E L L S S O L I D BE T W E E N B O N D B E A M S 16 " T A L L B O N D B E A M W I T H (2 ) # 5 B A R S C O N T + G R O U T BR G P L A T E 3 / 1 6 " x 4 " C O N T WI T H 1 / 2 " ø x 6 " H E A D E D ST U D S @ 2 4 " o c 8" T A L L B O N D B E A M W I T H (2 ) # 5 B A R S C O N T + G R O U T SE E T Y P I C A L D E C K BE A R I N G D E T A I L O N S 5 . 1 L3x3x1/4 CONT WITH 3/4"ø EXP ANCHORS @ 24"oc, 5" EMB 8" MASONRY WALL,SEE ARCH DWGS VERT REINF (NOT SHOWN)SEE FDN PLAN FOR SIZE AND SPACINGGROUT CELLS SOLID BETWEEN BOND BEAMS 16" TALL BOND BEAM WITH (2) #5 BARS CONT + GROUTB/BRG HOIST BEAM SEE ELEVATOR SUPPLIER DWGS3/16EA BM SEE TYPICAL BEAM BEARING DETAIL ON S5.1SEE TYPICAL BEAM BEARING DETAIL ON S5.1BRG PLATE 3/16"x4" CONT WITH 1/2"ø x 6" HEADED STUDS @ 24"oc 12 " M A S O N R Y W A L L , SE E A R C H D W G S JO I S T B R G SE E P L A N T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) S E E FD N P L A N F O R S I Z E A N D S P A C I N G SE E T Y P I C A L J O I S T BE A R I N G D E T A I L O N S 5 . 1 MA S O N R Y V E N E E R , SE E A R C H D W G S BO T / S T E E L SE E P L A N 1/ 2 " ø x 6 " H E A D E D S T U D S @ 2 4 " o c IN T O G R O U T E D C E L L HS S , S E E P L A N PL 1 / 4 " x 1 5 " x O P E N I N G W I D T H 3- 1 2 3- 1 2 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T 12 " M A S O N R Y W A L L , SE E A R C H D W G S T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T SH O W N ) S E E F D N P L A N FO R S I Z E A N D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S HS S , S E E P L A N PE R I M E T E R A N G L E 3/ 1 6 L2 x 2 x 1 / 4 x 0 ' - 4 " 3/ 1 6 FI L L V O I D A R O U N D CO L U M N W I T H EX P A N D A B L E F O A M CA P P L 1 / 4 " CAP PL 1/2"STIFFENER PL3/8" AT EACH COLUMN WALLSEE PLAN8" MAX4"1 1ROOF DECK BEYOND PERIMETER ANGLE NOT SHOWN FOR CLARITYFOR ACTUAL DISTANCE JO I S T B R G SE E P L A N HS S 1 0 x 6 C O N T L4 x 4 x 5 / 1 6 x 0 ' - 6 " L G EA C H S I D E O F C O L U M N BR G P L 1 / 2 " x 8 " x 0 ' - 8 " EN D P L 1 / 4 " , F O R E X I S T J O I S T G I R D E R AN D S E A T R E I N F O R C E M E N T EX I S T A N G L E T O R E M A I N L4 x 4 x 5 / 1 6 x 0 ' - 5 " L G TY P A T E A C H C O L U M N EX I S T J O I S T T O R E M A I N EX I S T J O I S T G I R D E R TO R E M A I N CU T O F F E X I S T I N G C O L U M N B E L O W BO T T O M C H O R D O F J O I S T G I R D E R NO W E L D NE W P L A T E 3 / 4 " x 6 " x 6 " 1/ 4 1 2 3/ 1 6 TY P 3/ 1 6 3 - 1 2 1/ 4 1/ 4 6 1/ 4 2 1 / 2 M I N 3" L3 x 3 x 1 / 4 C O N T 3/ 1 6 2 TY P E A J S T PL A N SE E 1/ 4 JO I S T B R G SE E P L A N EX I S T A N G L E T O R E M A I N EX I S T J O I S T T O R E M A I N 3/ 1 6 3 - 1 2 TY P L3 x 3 x 1 / 4 C O N T 3/ 1 6 2 TY P E A J S T PL A N SE E 3" T/ S T L H S S B E A M VA R I E S F I E L D V E R I F Y ST I F F P L 5 / 1 6 " F U L L D E P T H L8 x 4 x 7 / 1 6 ( L L H ) C O N T L2 1 / 2 x 2 1 / 2 x 1 / 4 B R A C E , TY P A T E A C H J O I S T 3/ 1 6 3 S I D E S 3/ 1 6 TY P 4 1 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T 8" M A S O N R Y W A L L , SE E A R C H D W G S T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) S E E FD N P L A N F O R S I Z E A N D S P A C I N G SE E T Y P I C A L D E C K BE A R I N G D E T A I L O N S 5 . 1 MA S O N R Y V E N E E R , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S JO I S T B R G SE E P L A N T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) S E E FD N P L A N F O R S I Z E A N D S P A C I N G SE E T Y P I C A L J O I S T BE A R I N G D E T A I L O N S 5 . 1 MA S O N R Y V E N E E R , SE E A R C H D W G S 3/ 1 6 2 TY P @ E A J S T HS S 3 x 1 1 / 2 C O N T S E E P L A N LO C A T E W I T H I N D E C K F L U T E AN D A L I G N W I T H C O L U M N FA S T E N D E C K T O H S S P E R SC H E D U L E ST E E L J O I S T , S E E P L A N RO O F D E C K , S E E P L A N 8" M A S O N R Y W A L L , SE E A R C H D W G S T/ M A S O N R Y SE E A R C H D W G S VE R T R E I N F ( N O T SH O W N ) S E E F D N P L A N FO R S I Z E A N D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S PE R I M E T E R A N G L E 3/ 1 6 L3 x 2 x 5 / 1 6 x 0 ' - 4 " ( L L V ) 1/ 4 FI L L V O I D A R O U N D CO L U M N W I T H EX P A N D A B L E F O A M CA P P L 1 / 4 " HS S 3 x 1 1 / 2 , L O C A T E D W I T H I N DE C K F L U T E , S E E P L A N 3/ 1 6 HS S T O A N G L E 23 S3 . 2 WA L L S H E A T H I N G (2 ) 6 0 0 S 1 6 2 - 6 8 A T T R U S S , 24 " o c M A X CH A N N E L , S E E P L A N 60 0 T 2 0 0 - 5 4 C O N T W I T H P O W D E R DR I V E N F A S T E N E R S I N T O D E C K AN D W O O D B L O C K I N G ST U D C L I P W I T H ( 4 ) # 1 2 S C R E W S IN T O S T U D A N D ( 2 ) P O W D E R D R I V E N FA S T E N E R S I N T O C H A N N E L ( T Y P ) WO O D B L O C K I N G I N F L U T E S BE L O W C F S W A L L ST E E L J O I S T , S E E P L A N F O R SI Z E A N D L O C A T I O N 60 0 S 1 6 2 - 6 8 @ 1 6 " o c WA L L S H E A T H I N G 3/ 1 6 2 EA J S T CH A N N E L C O N T , S E E P L A N , LO C A T E W I T H I N D E C K FL U T E S A S S H O W N 60 0 T 2 0 0 - 5 4 C O N T W I T H PO W D E R D R I V E N F A S T E N E R S IN T O C H A N N E L @ 2 4 " o c ST U D C L I P W I T H ( 4 ) # 1 2 S C R E W S IN T O S T U D A N D ( 2 ) P O W D E R DR I V E N F A S T E N E R S I N T O C H A N N E L IF C H A N N E L S D O N O T F A L L A T J O I S T PA N E L P O I N T S , R E I N F O R C E T O P C H O R D FO R C O N C E N T R A T E D L O A D N O T A T A JO I S T P A N E L P O I N T P E R D E T A I L O N S 5 . 1 60 0 S 1 6 2 - 6 8 @ 1 6 " o c WA L L S H E A T H I N G 3/ 1 6 2 EA J S T CH A N N E L C O N T , SE E P L A N , L O C A T E WI T H I N D E C K FL U T E S A S S H O W N 60 0 T 2 0 0 - 5 4 C O N T CH A N N E L , S E E P L A N 3/ 1 6 3 IF C H A N N E L S D O N O T F A L L A T J O I S T PA N E L P O I N T S , R E I N F O R C E T O P C H O R D FO R C O N C E N T R A T E D L O A D N O T A T A JO I S T P A N E L P O I N T P E R D E T A I L O N S 5 . 1 EX J S T B R G FI E L D V F Y B/ S T E E L SE E P L A N HS S , S E E P L A N & LI N T E L S C H E D U L E EX I S T I N G B O N D B E A M (D O N O T S A W C U T ) EX I S T I N G 1 2 " M A S O N R Y B/ E X S O F F I T EL = 1 1 2 ' - 0 " (F I E L D V E R I F Y ) RE M O V E A N D R E P L A C E 8" M A S O N R Y A N D B R I C K AS R E Q U I R E D T/ P L A T E SE E P L A N T/ E X I S T FD N W A L L HS S , S E E P L A N & LI N T E L S C H E D U L E EX I S T S T L B E A M EX I S T M A S O N R Y B O N D BE A M ( D O N O T S A W C U T ) . AS REQUIRED SHORE EXIST 12" MASONRY WALL . GR O U T M A S O N R Y S O L I D T Y P I C A L SA W C U T I N S I D E F A C E O F M A S O N R Y VE R T I C A L L Y I N S T A L L ( 2 ) # 5 B A R S (2 ) # 5 D O W E L S , D R I L L A N D A D H E S I V E AN C H O R I N T O E X I S T I N G F O U N D A T I O N , 8" E M B E D . (2 ) # 5 D O W E L S , D R I L L A N D A D H E S I V E AN C H O R I N T O E X I S T I N G B O N D B E A M , 4" E M B E D . TO R E M A I N EX I S T M A S O N R Y N E W M A S O N R Y O P E N I N G 26 S3 . 2 . MA S O N R Y OP E N I N G (2 ) # 5 V E R T C O N T I N U O U S , GR O U T C O R E S S O L I D SA W C U T V E R T S L O T S IN T O E X I S T M A S O N R Y WA L L ( I N T E R I O R FA C E ) , A S R E Q U I R E D EX T E R I O R IN T E R I O R EQ EQ LI N T E L , S E E P L A N & S C H E D U L E 6" 4 " (T Y P ) 4'- 0 " 6 " HS S , S E E P L A N ( T Y P ) PL 3 / 8 " x 6 " x 1 ' - 0 " ER E C T I O N PL 3 / 8 " x 6 " x 1 0 " 6"2" EX I S T J O I S T GI R D E R S E A T 1/ 4 (3 ) S I D E S TY P 6" M I N 5"5" 6" 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T 8" M A S O N R Y W A L L , SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) S E E FD N P L A N F O R S I Z E A N D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S BO T / S T E E L SE E P L A N 1/ 2 " ø x 6 " H E A D E D S T U D S @ 2 4 " o c IN T O G R O U T E D C E L L HS S , S E E P L A N PL 3 / 8 " x 1 1 " x O P E N I N G W I D T H 3- 1 2 3- 1 2 BR G P L A T E 3 / 8 " x 7 " C O N T W I T H 1 / 2 " ø x 6 " H E A D E D S T U D S @ 2 4 " o c 3 / 4 " = 1 ' - 0 " S3 . 2 6 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 5 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 11 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 12 SE C T I O N 3/4" = 1'-0"S3.213SECTION 3 / 4 " = 1 ' - 0 " S3 . 2 2 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 3 SE C T I O N COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:48 AM FRAMING SECTIONS S3.2P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 1 1/2" = 1'-0"S3.2ADETAIL 3 / 4 " = 1 ' - 0 " S3 . 2 21 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 20 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 1 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 4 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 23 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 22 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 7 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 8 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 9 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 24 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 25 EL E V A T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 26 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 14 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 2 10 SE C T I O N #ISSUEDATE PERMIT / BID ISSUE10/27/2014 VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S B/ S T E E L SE E P L A N 3- 1 2 3- 1 2 PL 1 / 4 " x 1 1 " x OP E N I N G W I D T H JS T B R G SE E P L A N SE E T Y P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L O N S 5 . 1 HS S , S E E P L A N ; W I T H 1 / 2 " ø x 6 " HE A D E D S T U D S @ 2 4 " o c M A X IN T O G R O U T E D C E L L S . 12 " M A S O N R Y W A L L , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S MA S O N R Y V E N E E R , SE E A R C H D W G S T/ S T E E L SE E P L A N HS S , S E E P L A N HS S , S E E P L A N T/ S T E E L SE E P L A N 60 0 S 1 6 2 - 4 3 @ 1 6 " o c CO N T 6 0 0 T 1 2 5 - 5 4 TO P & B O T WT 6 x 8 @ 4 ' - 0 " o c L4 x 4 x 1 / 4 C O N T 3/ 1 6 TY P 3/ 1 6 TY P MAX 10" 3/ 4 " ø E R E C T I O N BO L T L3 x 3 x 1 / 4 B R A C E 3/ 1 6 TY P PL 3 / 8 " x 8 " C O N T , T O P & B O T T O M O F H S S 6- 1 2 TY P VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S B/ S T E E L SE E P L A N 3- 1 2 3- 1 2 PL 1 / 4 " x 1 1 " x OP E N I N G W I D T H JS T B R G SE E P L A N HS S , S E E P L A N 1/ 2 " ø x 6 " H E A D E D ST U D S @ 2 4 " o c SE E T Y P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L O N S 5 . 1 HS S , S E E P L A N ; W I T H 1 / 2 " ø x 6 " HE A D E D S T U D S @ 2 4 " o c M A X IN T O G R O U T E D C E L L S . 12 " M A S O N R Y W A L L , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S MA S O N R Y V E N E E R , SE E A R C H D W G S T/ S T E E L SE E P L A N VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S JS T B R G SE E P L A N SE E T Y P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L O N S 5 . 1 12 " M A S O N R Y W A L L , SE E A R C H D W G S VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S JS T B R G SE E P L A N SE E T Y P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L O N S 5 . 1 12 " M A S O N R Y W A L L , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S MA S O N R Y V E N E E R , SE E A R C H D W G S VERT REINF (NOT SHOWN)SEE FDN PLAN FOR SIZE AND SPACING MA S O N R Y V E N E E R , SE E A R C H D W G S JS T B R G SE E P L A N HSS, SEE PLAN 1/2"øx6" HEADED STUDS @ 24"oc SE E T Y P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L O N S 5 . 1 12" MASONRY WALL,SEE ARCH DWGS 8" MASONRY WALL,SEE ARCH DWGS MA S O N R Y V E N E E R , SE E A R C H D W G S T/ S T E E L SE E P L A N L3 1 / 2 x 3 1 / 2 x 1 / 2 C O N T 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c 36 2 S 1 6 2 - 4 3 @ 1 6 " o c SE E P L A N JS T B R G SE E P L A N 3/ 1 6 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c 36 2 S 1 6 2 - 4 3 @ 1 6 " o c L3 1 / 2 x 3 1 / 2 x 1 / 2 C O N T JS T B R G SE E P L A N L3 1 / 2 x 3 1 / 2 x 1 / 2 C O N T 3/ 1 6 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c 36 2 S 1 6 2 - 4 3 @ 1 6 " o c JS T B R G SE E P L A N L6 x 4 x 5 / 1 6 ( L L H ) C O N T HS S 6 x 6 x 5 / 1 6 HS S 6 x 6 x 5 / 1 6 S T U B , W E L D HA L F T O W E B A N D F L A N G E OF E A C H S I D E O F W B E A M HS S 6 x 6 x 5 / 1 6 W2 1 B E A M C O N T JS T B R G SE E P L A N L6 x 6 x 1 / 2 x 0 ' - 8 " L O N G ( T Y P ) TYP 1/ 2 " ø x 6 " H E A D E D S T U D S @ 1 6 " o c I N T O G R O U T E D CE L L S ( T Y P ) T/STL SEE PLAN3/16TYP L4 x 4 x 3 / 8 x 0 ' - 6 " L O N G ( T Y P ) JS T B R G SE E P L A N MA S O N R Y V E N E E R , SE E A R C H D W G S 36 2 S 1 5 0 - 5 4 @ 1 6 " o c (4 ) # 1 2 S C R E W S T Y P ST U D C L I P E A C H S T U D MA S O N R Y V E N E E R , SE E A R C H D W G S 60 0 S 1 5 0 - 5 4 @ 1 6 " o c SE E T Y P I C A L J O I S T BE A R I N G D E T A I L O N S 5 . 1 B/ S T L SE E P L A N T/ S T L SE E P L A N MA S O N R Y V E N E E R , SE E A R C H D W G S 36 2 S 1 5 0 - 5 4 @ 1 6 " o c (4 ) # 1 2 S C R E W S T Y P ST U D C L I P E A C H S T U D MA S O N R Y V E N E E R , SE E A R C H D W G S HS S , S E E P L A N 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c , T Y P PL 3 / 8 " x 1 ' - 1 1 " C O N T 4- 1 2 4- 1 2 3/ 1 6 PE R I M E T E R A N G L E C O N T JS T B R G SE E P L A N B/ S T L SE E P L A N MA S O N R Y V E N E E R , SE E A R C H D W G S 36 2 S 1 5 0 - 5 4 @ 1 6 " o c (4 ) # 1 2 S C R E W S T Y P ST U D C L I P E A C H S T U D MA S O N R Y V E N E E R , SE E A R C H D W G S HS S , S E E P L A N 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c , T Y P PL 3 / 8 " x 1 ' - 1 1 " C O N T 4- 1 2 4- 1 2 SE E T Y P I C A L J O I S T BE A R I N G D E T A I L O N S 5 . 1 T/ P L 3 / 8 " EL 1 1 3 ' - 4 " MA S O N R Y V E N E E R , SE E A R C H D W G S 36 2 S 1 5 0 - 5 4 @ 2 4 " o c 55 0 S 1 5 0 - 5 4 @ 1 6 " o c ST U D C L I P E A C H S T U D 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c , T Y P 36 2 S 1 5 0 - 5 4 @ 1 6 " o c 60 0 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c , T Y P 60 0 S 1 5 0 - 5 4 @ 1 6 " o c (4 ) # 1 2 S C R E W S T Y P MA S O N R Y V E N E E R , SE E A R C H D W G S CF S R O O F T R U S S E S , SE E P L A N T/ S T L SE E P L A N PL 3 / 8 " x 1 ' - 1 1 " C O N T , C O P E A T BE A M C O N N A S N E C E S S A R Y T/ S T L SE E P L A N PL3/8"x1'-11" CONTT/PL3/8"EL 113'-4" MA S O N R Y V E N E E R , SE E A R C H D W G S 36 2 S 1 5 0 - 5 4 @ 1 6 " o c (4 ) # 1 2 S C R E W S T Y P T/ S T L SE E P L A N STUD CLIP EACH STUD MASONRY VENEER,SEE ARCH DWGSHSS, SEE PLAN 362S150-54 @ 16"oc 362T150-54 CONT WITH POWDER DRIVEN FASTENER @ 32"oc, TYP 36 2 S 1 5 0 - 5 4 @ 1 6 " o c STUD CLIP EACH STUDHSS, SEE PLAN 4- 1 2 4- 1 2 PL 3 / 8 " x 1 ' - 1 1 " C O N T T/ S T L SE E P L A N T/ P L 3 / 8 " EL 1 1 3 ' - 4 " MA S O N R Y V E N E E R , SE E A R C H D W G S 36 2 S 1 5 0 - 5 4 @ 1 6 " o c (4 ) # 1 2 S C R E W S T Y P T/ S T L SE E P L A N ST U D C L I P E A C H S T U D MA S O N R Y V E N E E R , SE E A R C H D W G S HS S , S E E P L A N 36 2 S 1 5 0 - 5 4 36 2 T 1 5 0 - 5 4 C O N T W I T H PO W D E R D R I V E N FA S T E N E R @ 3 2 " o c , T Y P 36 2 S 1 5 0 - 5 4 @ 1 6 " o c 55 0 S 1 5 0 - 5 4 @ 1 6 " o c ST U D C L I P E A C H S T U D HS S , S E E P L A N 4- 1 2 4- 1 2 VE R T R E I N F ( N O T S H O W N ) SE E F D N P L A N F O R S I Z E AN D S P A C I N G MA S O N R Y V E N E E R , SE E A R C H D W G S B/ S T E E L SE E P L A N 3- 1 2 3- 1 2 PL 1 / 4 " x 1 1 " x OP E N I N G W I D T H JS T B R G SE E P L A N SE E T Y P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L O N S 5 . 1 HS S , S E E P L A N ; W I T H 1 / 2 " ø x 6 " HE A D E D S T U D S @ 2 4 " o c M A X IN T O G R O U T E D C E L L S . 12 " M A S O N R Y W A L L , SE E A R C H D W G S 8" M A S O N R Y W A L L , SE E A R C H D W G S T/ S T L SE E P L A N ST U D C L I P E A C H S T U D PE C F S R O O F TR U S S E S @ 2 4 " o c COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:50 AM MEZZANINE AND CANOPY FRAMING SECTIONS S3.3P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 3 / 4 " = 1 ' - 0 " S3 . 3 1 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 2 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 3 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 4 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 5 SE C T I O N 3 / 4 " = 1 ' - 0 " S3.36 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 7 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 8 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 9 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 10 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 11 SE C T I O N 3 / 4 " = 1 ' - 0 " S3.312 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 13 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 14 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 15 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 16 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 18 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 17 SE C T I O N 3 / 4 " = 1 ' - 0 " S3 . 3 19 SE C T I O N #ISSUEDATE PERMIT / BID ISSUE10/27/2014 9 G A W I R E B A R P O S I T I O N E R AS S H O W N O R A P P R O V E D AL T E R N A T E , S P A C E A T 1 9 2 BA R ø 7 5/8" (±1/4") 13/16"(±1/4") 13/16" 2" 2"4" 1" ø T Y P 6" 3"3" 9 G A W I R E B A R P O S I T I O N E R AS S H O W N O R A P P R O V E D AL T E R N A T E , S P A C E A T 1 9 2 BA R ø 1" ø T Y P 11 5/8" 10" 5"5"(±1/4") 13/16"(±1/4") 13/16" 2" 2"4" 9 G A W I R E B A R P O S I T I O N E R AS S H O W N O R A P P R O V E D AL T E R N A T E , S P A C E A T 1 9 2 BA R ø 7 5/8" (±1/4") 13/16"(±1/4") 13/16" 1 1/2"1 1/2"3" 2" 2"4" 1" ø T Y P 6" 9 G A W I R E B A R P O S I T I O N E R AS S H O W N O R A P P R O V E D AL T E R N A T E , S P A C E A T 1 9 2 BA R ø 1" ø T Y P 11 5/8" (±1/4") 13/16"(±1/4") 13/16" 2" 2"4" 10" 1 1/2"1 1/2"7" 9 G A W I R E B A R P O S I T I O N E R AS S H O W N O R A P P R O V E D AL T E R N A T E , S P A C E A T 1 9 2 BA R ø 1" ø T Y P 11 5/8" (±1/4") 13/16"(±1/4") 13/16" 2" 2"4" 10" 5 1/2"1 1/2"3" BA R S P E R S C H E D U L E IN G R O U T E D C E L L S MA S O N R Y CO N T R O L J O I N T , S E E PL A N S F O R L O C A T I O N S GR O U T C E L L SO L I D ( T Y P ) (4 ) # 6 B A R S I N GR O U T E D C E L L S MA S O N R Y CE N T E R L I N E G I R D E R GR O U T C E L L S O L I D FU L L H E I G H T ( T Y P ) BA R P E R S C H E D U L E IN G R O U T E D C E L L S MA S O N R Y CE N T E R L I N E B E A M GR O U T C E L L S O L I D FU L L H E I G H T ( T Y P ) BA R S P E R S C H E D U L E IN G R O U T E D C E L L S MASONRY GROUT CELL SOLID (TYP) . MASONRY OPENING TY P I C A L J A M B S T E E L MA S O N R Y (8 ) # 6 V E R T . MA S O N R Y OP E N I N G 4'- 0 " MA S O N R Y OP E N I N G . MA S O N R Y (4 ) # 6 V E R T . MA S O N R Y OP E N I N G 2'- 8 " MA S O N R Y OP E N I N G . GR O U T C E L L SO L I D ( T Y P ) MA S O N R Y (6 ) # 5 V E R T FU L L H E I G H T . MA S O N R Y OP E N I N G GR O U T C E L L SO L I D ( T Y P ) NO T E CO O R D I N A T E R O O F F R A M I N G W I T H F I N A L S E L E C T I O N O F R O O F S U P P O R T E D M E C H A N I C A L EQ U I P M E N T A N D A S S O C I A T E D O P E N I N G S . I T E M S T O B E C O O R DI N A T E D I N C L U D E S I Z E , LO C A T I O N , T O T A L W I E G H T , W E I G H T D I S T R I B U T I O N , A N D S U PP O R T F R A M E R E Q U I R E M E N T S . ME C H A N I C A L U N I T IF D E C K C O R R U G A T I O N D O E S N O T B E A R ON A N G L E , S O L I D B L O C K I N G / S H I M S AL O N G E D G E O F O P E N I N G I S R E Q U I R E D . L1 1 / 2 x 1 1 / 2 x 3 / 1 6 W E B ST I F F E N E R S E E TY P I C A L S U P P O R T OF C O N C E N T R A T E D LO A D S N O T A T J O I S T PA N E L P O I N T S 2 1 / 2 " 3 1 / 2 " 3/ 1 6 3/ 1 6 1 1 / 2 CO P E A N G L E VE R T I C A L L E G RE Q U I R E D , S E E M E C H D W G S RO O F D E C K O P E N I N G A S L6 x 4 x 5 / 1 6 ( L L V ) B E L O W ME C H A N I C A L U N I T CU R B A S S H O W N PR O P R I E T A R Y S U P P O R T C U R B TO P C H O R D P A N E L P O I N T L1 1 / 2 x 1 1 / 2 x 3 / 1 6 E A S I D E A T CO N C E N T R A T E D L O A D S CO N C E N T R A T E D LO A D TO P C H O R D JO I S T W E B CO N C E N T R A T E D LO A D 3/ 1 6 TY P BO T T O M C H O R D PA N E L P O I N T BA S E P L A T E D E T A I L S NO T E S 1 . A L L A N C H O R R O D S 3 / 4 " ø W I T H 9 " E M B ; S E E T Y P I C A L CA S T - I N - P L A C E A N C H O R R O D D E T A I L O N T H I S S H E E T . ( T Y P U N L E S S N O T E D O T H E R W I S E I N S E C T I O N S ) SCALE: 1" = 1'-0" 1 1 / 2 " 3 1 / 2 " 1 1/2"3 1/2" PL 3 / 4 " 10 " 10" 1 1/2"3 1/2" 3 1 / 2 " 1 1 / 2 " BP 1 BP 2 1 1 / 2 " 4 1 / 2 " 1 1/2"4 1/2" 1'- 0 " 1'-0" 1 1/2"4 1/2" 4 1 / 2 " 1 1 / 2 " PL 3 / 4 " BP4BP3PL 3/4"1'-2"11"1'-1" 1'-1" PL 3 / 4 " 1 1/2"5"5"1 1/2" 1 1 / 2 " 5 " 5 " 1 1 / 2 " 1 1/2"5 1/2"5 1/2"1 1/2"4"5 1/2"1 1/2"CMU WALL REINFORCING SCHEDULE W1 W2 W3MARKCMUSIZEREINFORCING BAR SIZE @ SPADETAIL 12 8 8#5 @ 32"oc VERT EACH FACE; (2) #5 VERT EACH SIDE OF CONTROL JOINT; (2) #5 VERT EACH SIDE OF OPENING (SEE DETAIL J/S5.1)D NOTES 1.POSITIONER SPACING AT 192 BAR DIAMETERS 2.PROVIDE (1) #5 AT ALL CORNERS CENTERED IN WALL 3.GROUT ALL CELLS SOLID CONTAINING REINFORCING 4.SEE DETAIL J/S5.1 FOR EITHER SIDE OF AN OPENING 5.SEE DETAIL F/S5.1 FOR REINFORCING AT MASONRY CONTROL JOINTS 6.SEE 'TYPICAL MASONRY WALL THICKNESS TRANSITION' DETAILA & B B#5 @ 24"oc VERT EACH FACE; (2) #5 VERT EACH SIDE OF CONTROL JOINT; (2) #5 VERT EACH SIDE OF OPENING (SEE DETAIL J/S5.1)#5 @ 32"oc EACH FACE; (2) #5 EACH SIDE OF CONTROL JOINT;(2) #5 EACH SIDE OF OPENING (SEE DETAIL J/S5.1)W48 & 12B & D#5 @ 24"oc EACH FACE; (2) #5 EACH SIDE OF CONTROL JOINT;(2) #5 EACH SIDE OF OPENING, SEE NOTE 6 LI N T E L S C H E D U L E 8" T A L L B O N D B E A M W I T H ( 2 ) # 5 B O T T O M L1 DE S C R I P T I O N MA R K L2 HS S 1 6 x 8 x 5 / 1 6 W I T H B O T T O M P L A T E 1 / 4 " x 1 1 " x C O N T L3 L4 DE T A I L N/ S 5 . 1 U/ S 5 . 1 U/ S 5 . 1 Q/ S 5 . 1 HS S 1 6 x 1 2 x 5 / 1 6 W I T H B O T T O M P L A T E 1 / 4 " x 1 5 " x C O N T W1 6 x 4 5 W I T H B O T T O M P L A T E 1 / 4 " x 1 1 " x C O N T NO T E S 1. P R O V I D E 8 " M I N B E A R I N G E A C H E N D U N L E S S N O T E D O T H E RWISE ON P L A N . 2. P R O V I D E B E A R I N G P L A T E P E R T Y P I C A L B E A M A N D L I N T E L BEARING PL A T E D E T A I L O N T H I S S H E E T . L5 R/ S 5 . 1 H S S 1 2 x 8 x 5 / 8 W I T H B O T T O M P L A T E 1 / 4 " x 1 1 " x C O N T L6 R/ S 5 . 1 H S S 8 x 8 x 3 / 8 W I T H B O T T O M P L A T E 1 / 4 " x 1 1 " x C O N T CFS MEMBER DESIGNATION FLANGE WIDTH IN 1000th OF AN INCH (E.G., 162 = 1 5/8" 150 = 1 1/2" 50 = 1/2" )MEMBER DEPTH IN 1000th OF AN INCH (E.G., 362 = 3 5/8" 400 = 4" 600 = 6" 800 = 8" 1000 = 10" )S = STUD OR JOIST T = TRACK U = CHANNEL F = FURRING CHANNELMATERIAL THICKNESS IN 1000th OF AN INCH 33 = 20 GAGE 43 = 18 GAGE 54 = 16 GAGE 68 = 14 GAGE 97 = 12 GAGE600 S 162 - 54 12 " M A S O N R Y W A L L , SE E A R C H D W G S W B E A M BO T T O M P L A T E CM U I N F I L L GR O U T T H I S CO U R S E S O L I D OV E R B E A M L E N G T H 1/ 2 " ø x 6 " H E A D E D ST U D S @ 2 4 " o c 3/ 1 6 3 - 1 2 8" O R 1 2 " M A S O N R Y WA L L , S E E A R C H D W G S BO T T O M P L A T E MA S O N R Y V E N E E R SE E A R C H D W G S GR O U T T H I S CO U R S E S O L I D OV E R B E A M L E N G T H 1/ 2 " ø x 6 " H E A D E D ST U D S @ 2 4 " o c 3- 1 2 3- 1 2 HS S B E A M BR G P L 1 / 2 " x 7 " x 8 " W I T H ( 2 ) 1/ 2 " ø x 6 " H E A D E D S T U D S (U N O O N P L A N O R S E C T I O N ) GR O U T P O C K E T S O L I D AF T E R B E A M I N S T A L L A T I O N GR O U T 2 4 " M I N BE L O W B E A R I N G 1/ 4 3 1" EA L E G BA C K E R B A R PE R I M E T E R A N G L E OR W T STANDARD WASHER T/FTG OR T/PEDESTALBASE PLATE FULLY THREADED ADHESIVE ANCHOR ROD,SEE BASE PLATE SCHEDULEHNON-SHRINK GROUT TplANCHORROD øGROUTTHICKNESS (H)3/4"1 1/2"7/8"1 1/2"1"1 1/2"1 1/4"2"1 1/2"2"1 3/4"2"2"3"2 1/2"3"PLATE DETAILS EMB, SEE BASETYPICAL ADHESIVE ANCHOR ROD DETAIL PL A T E W A S H E R W I T H ST A N D A R D H O L E T/ F T G O R T/ P E D E S T A L BA S E P L A T E AN C H O R R O D , SE E B A S E P L A T E SC H E D U L E HE A V Y H E X N U T H PLATE DETAILS EMB, SEE BASE NO N - S H R I N K G R O U T HO L E ø BA S E P L A T E Tpl SP O I L T H R E A D S , DO U B L E N U T , O R TA C K W E L D T O AN C H O R R O D AN C H O R RO D ø BA S E PL A T E HO L E ø PLATE WASHER SIZEGROUTTHICKNESS(H) 3/ 4 " 1 5 / 1 6 " 2 " x 2 " x 1 / 4 " 1 1 / 2 " 1 1/2" 1" 1 1 3 / 1 6 " 3 " x 3 " x 3 / 8 " TY P I C A L C A S T - I N - P L A C E A N C H O R R O D D E T A I L DE C K SP A N .2'-0" MIN TO NEAREST ADJACENT OPENING 8" MIN12" MAX8" MIN 8" M I N 1 2 " M A X 8 " M I N NO T E : O P E N I N G S L E S S T H A N 6 " I N TH E L O N G E S T D I R E C T I O N D O N O T RE Q U I R E A D D ' L R E I N F O R C I N G 57 M I L ( 1 6 G A ) P L w / FA S T E N E R S @ E A F L U T E & 8 " o c MA X A R O U N D P E R I M E T E R . FA S T E N E R S T O M A T C H TY P I C A L S I D E L A P F A S T E N E R S . SE E M E T A L D E C K S C H E D U L E MIN 2'-0 1/128" MAX 2'-0" MIN 1'-11 127/128" DE C K SP A N 3" M A X 2'- 0 " M A X 3" M A X L2 x 2 x 1 / 4 B E L O W D E C K TY P A T E A DO W N F L U T E 3/ 4 x 1 1 / 2 MA Y O M I T AN G L E W H E R E ≤ 9 " BE A M O R J O I S T WH E R E O C C U R S , SE E P L A N CO P E V E R T I C A L L E G AT B E A M 3/ 1 6 2 AT B E A M BE A M O R J O I S T W H E R E OC C U R S , S E E P L A N .4'-0" MIN TO NEAREST ADJACENT OPENING .ROOF DECK OPENING AS REQUIRED, SEE MECH DWGS SEE "TYPICAL CONCENTRATED LOADS NOT AT JOIST PANEL POINTS" DETAIL2 1/2"3 1/2"3/16TYPCOPE ANGLE VERTICAL LEG6'-0" MAX 8'-0" MAX 5'-0"MAX5'-0"MAXCL JOIST OR BEAM L4x3x1/4 (LLV)L4x3x1/4 (LLV) L4x3x1/4 (LLV) L4x3x1/4 (LLV)FASTEN DECK TO ANGLES PER METAL DECK SCHEDULE DECK SPAN A DETAIL A3/16 CL J O I S T OR B E A M SH E E T C O V E R W I D T H 24 " C O V E R A G E SU P P O R T F A S T E N E R S BE T W E E N S H E E T L A P S AT S U P P O R T I N G S T R U C T U R E 24 / 4 P A T T E R N FASTENERS AT WALLS/GIRDERS SU P P O R T F A S T E N E R S AT S H E E T E N D L A P S , A T WA L L S A N D B E A M L I N E S WI T H A X I A L L O A D S MA R K S I Z E / P R O P E R T I E S PR O F I L E / A T T A C H M E N T FA S T E N E R S ME T A L D E C K S C H E D U L E D- 1 SH E E T C O V E R W I D T H 36 " C O V E R A G E SU P P O R T F A S T E N E R S AT S H E E T E N D L A P S , A T WA L L S A N D B E A M L I N E S WI T H A X I A L L O A D S SU P P O R T F A S T E N E R S BE T W E E N S H E E T L A P S AT S U P P O R T I N G S T R U C T U R E 36 / 4 P A T T E R N FASTENERS AT WALLS/GIRDERS TY P E : 1 1 / 2 " W I D E R I B R O O F D E C K GA : 2 2 G A Fy ( M I N ) : 3 3 K S I FI N I S H : S T D S H O P C O A T OR G A L V . A T CA N O P I E S A N D LO W R O O F S CO N C R E T E T Y P E : N O N E ST U D S I Z E : N / A SI D E L A P : M I N ( 6 ) # 1 0 S D S CO N N E C T I O N S P E R S P A N SU P P O R T F A S T E N E R S : 5 / 8 " ø PU D D L E W E L D D- 4 ST U D S I Z E : N / A SI D E L A P : M I N ( 2 ) # 1 0 S D S CO N N E C T I O N S P E R S P A N SU P P O R T F A S T E N E R S : 5 / 8 " ø PU D D L E W E L D SH E E T C O V E R W I D T H 30 " O R 3 5 " C O V E R A G E SU P P O R T F A S T E N E R S BE T W E E N S H E E T L A P S AT S U P P O R T I N G S T R U C T U R E 30 / 4 O R 3 5 / 4 P A T T E R N FASTENERS AT EDGE ANGLE . EQEQ 3 1/2" SU P P O R T F A S T E N E R S AT S H E E T E N D L A P S , A T WA L L S A N D B E A M L I N E S WI T H A X I A L L O A D S 6x 6 - W 2 . 9 x W 2 . 9 M E S H ST U D S I Z E : N / A SI D E L A P : M I N ( 2 ) # 1 0 S D S CO N N E C T I O N S P E R S P A N SU P P O R T F A S T E N E R S : 5 / 8 " ø PU D D L E W E L D O R P O W E R AC T U A T E D F A S T E N E R S . PR O V I D E W E L D W A S H E R S AS R E Q U I R E D . TY P E : 3 " D E E P R I B R O O F D E C K GA : 1 8 G A Fy ( M I N ) : 3 3 K S I FI N I S H : G A L V A N I Z E D CO N C R E T E T Y P E : N O N E MA R K S I Z E / P R O P E R T I E S D- 2 T Y P E : 1 1 / 2 " W I D E R I B R O O F D E C K GA : 2 2 G A Fy ( M I N ) : 3 3 K S I FI N I S H : S T D S H O P C O A T OR G A L V . A T CA N O P I E S A N D LO W R O O F S CO N C R E T E T Y P E : N O N E D- 5 T Y P E : 1 " N O N - CO M P O S I T E FO R M D E C K GA : 2 4 G A Fy ( M I N ) : 6 0 K S I FI N I S H : G A L V A N I Z E D CO N C R E T E T Y P E : NO R M A L W E I G H T CO N C R E T E PR O F I L E / A T T A C H M E N T FA S T E N E R S SH E E T C O V E R W I D T H 36 " C O V E R A G E SU P P O R T F A S T E N E R S AT S H E E T E N D L A P S , A T WA L L S A N D B E A M L I N E S WI T H A X I A L L O A D S SU P P O R T F A S T E N E R S BE T W E E N S H E E T L A P S AT S U P P O R T I N G S T R U C T U R E 36 / 7 P A T T E R N FASTENERS AT WALLS/GIRDERS ST U D S I Z E : N / A SI D E L A P : M I N ( 5 ) # 1 0 S D S CO N N E C T I O N S P E R S P A N SU P P O R T F A S T E N E R S : 5 / 8 " ø PU D D L E W E L D D- 3 T Y P E : 1 1 / 2 " W I D E R I B R O O F D E C K GA : 1 8 G A Fy ( M I N ) : 3 3 K S I FI N I S H : S T D S H O P C O A T OR G A L V . A T CA N O P I E S A N D LO W R O O F S CO N C R E T E T Y P E : N O N E SH E E T C O V E R W I D T H 36 " C O V E R A G E SU P P O R T F A S T E N E R S BE T W E E N S H E E T L A P S AT S U P P O R T I N G S T R U C T U R E 36 / 7 P A T T E R N FASTENERS AT WALLS/GIRDERS ST U D S I Z E : N / A SI D E L A P : 5 / 8 " ø P U D D L E W E L D OR 1 1 / 2 " F I L L E T W E L D S , M I N (1 0 ) W E L D E D C O N N E C T I O N S PE R S P A N SU P P O R T F A S T E N E R S : 5 / 8 " ø PU D D L E W E L D MATCH SIDELAP FASTENER SPACING, 1'-0" MAX. SU P P O R T F A S T E N E R S AT S H E E T E N D L A P S , A T WA L L S A N D B E A M L I N E S WI T H A X I A L L O A D S MATCH SIDELAP FASTENER SPACING, 1'-0" MAX MATCH SIDELAP FASTENER SPACING, 1'-0" MAX MATCH SIDELAP FASTENER SPACING, 1'-0" MAX MATCH SIDELAP FASTENER SPACING, 1'-0" MAX . .. N O T U S E D N O T U S E D N O T U S E D . JO I S T B R G SE E P L A N GR O U T 2 4 " BE L O W B E A R I N G 3/ 1 6 2 TY P E A J S T BR G P L A T E 3 / 8 " x 5 " x 9 " W I T H ( 2 ) 1 / 2 " ø x6 " H E A D E D S T U D S T Y P I C A L BR G P L A T E 3 / 8 " x 5 " x 9 " W I T H ( 2 ) 1 / 2 " ø x1 2 " H E A D E D S T U D S A T C A N O P Y JO I S T S . G R O U T P O C K E T S O L I D A T JO I S T B E A R I N G L O C A T I O N S . (T Y P I C A L U N O I N S E C T I O N ) 8" T A L L B O N D BE A M W I T H ( 2 ) # 5 CO N T + G R O U T L4 x 4 x 3 / 8 C O N T , P E R I M E T E R A N G L E 1" GR O U T M A S O N R Y S O L I D AT B O L T L O C A T I O N S L4 x 4 x 3 / 8 C O N T W I T H 3 / 4 " ø E X P AN C H O R S @ 2 4 " o c , 5 " E M B NO T E : A T V E N E E R EM B E D E X P B O L T S 5" I N T O 1 2 " M A S O N R Y 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T FOOTING NOTES:1.WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER SCHEDULE AND FOOTING SIZE SUCH THAT DIMENSIONS SHOWN IN SCHEDULE ARE MET OR EXCEEDED.2.CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES, UNO IN PLAN OR SECTION. 12 " M A S O N R Y W A L L , SE E A R C H D W G S BO N D B E A M , S E E SC H E D U L E 8" M A S O N R Y W A L L , SE E A R C H D W G S 12 " M A S O N R Y W A L L , SE E A R C H D W G S LAP DISTLAP DIST GR O U T A N D V E R T RE I N F P E R P L A N AN D S C H E D U L E JO I S T B R G SE E P L A N L4 x 4 x 1 / 2 S E A T A N G L E WI T H S T I F F E N E R P L 3 / 8 " L3 x 3 x 1 / 4 C O N T 3/ 1 6 2 EA J S T NO T E CO O R D I N A T E R O O F F R A M I N G W I T H F I N A L S E L E C T I O N O F R O O F S U P P O R T E D M E C H A N I C A L EQ U I P M E N T A N D A S S O C I A T E D O P E N I N G S . I T E M S T O B E C O O R DI N A T E D I N C L U D E S I Z E , LO C A T I O N , T O T A L W I E G H T , W E I G H T D I S T R I B U T I O N , A N D S U PP O R T F R A M E R E Q U I R E M E N T S . ME C H A N I C A L U N I T L4 x 3 x 5 / 1 6 ( L L V ) B E L O W ME C H A N I C A L U N I T C U R B . RO O F D E C K O P E N I N G A S RE Q U I R E D , S E E M E C H D W G S IF D E C K C O R R U G A T I O N D O E S NO T B E A R O N A N G L E , SO L I D B L O C K I N G / S H I M S AL O N G E D G E O F O P E N I N G IS R E Q U I R E D . L1 1 / 2 x 1 1 / 2 x 3 / 1 6 W E B ST I F F E N E R S E E TY P I C A L S U P P O R T O F CO N C E N T R A T E D L O A D S NO T A T J O I S T P A N E L P O I N T S 3 1 / 2 " 3/ 1 6 3/ 1 6 1 1 / 2 BE N T P L A T E 3 / 8 " x 6 " 5" 5" 3/ 1 6 AT C O N T R A C T O R ' S O P T I O N : TA B P L A T E 3 / 8 " x 4 " x 4 " F O R E R E C T I O N MA S O N R Y W A L L , S E E AR C H D W G S MA S O N R Y B O N D BE A M VE R T R E I N F ( N O T SH O W N ) S E E F D N P L A N FO R S I Z E A N D S P A C I N G MA S O N R Y W A L L , S E E AR C H D W G S MA S O N R Y B O N D BE A M VE R T R E I N F ( N O T SH O W N ) S E E F D N P L A N FO R S I Z E A N D S P A C I N G CL BE A M CL BE A M DE C K SP A N (2 ) # 5 T R I M RE I N F O R C E M E N T (T Y P ) IN D I V I D U A L RE C T A N G U L A R OP E N I N G O R GR O U P O F H O L E S (T Y P ) 2' - 0 " MA X 4'- 0 " MAX 2'-0" B & L O C A T I O N O F O P E N I N G S SE E A R C H O R M E C H DR A W I N G S F O R S I Z E LOCATE TRIM REINFORCING IN FLUTES ADJACENT TO OPNG TRANSVERSE TRIM BARS AT TOP OF DECK NO T E : CO N T R A C T O R I S R E S P O N S I B L E F O R S H O R I N G D E C K I F H O L E / OPENING IS C U T P R I O R T O C O N C R E T E A C H I E V I N G 7 5 % O F D E S I G N S T RENGTH DE T A I L B T/ S T L SE E P L A N L3 1 / 2 x 3 1 / 2 x 1 / 4 C O N T WI T H 3 / 4 " ø E X P B O L T S @ 2 4 " o c , 5 " E M B 3/ 1 6 L2 x 2 x 1 / 4 x 0 ' - 4 " 3/ 1 6 T/ S T L SE E P L A N GR O U T M A S O N R Y S O L I D AT B O L T L O C A T I O N S L3 1 / 2 x 3 1 / 2 x 1 / 4 C O N T WI T H 3 / 4 " ø E X P B O L T S @ 2 4 " o c , 5 " E M B 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T T/ S T L SE E P L A N BR G P L A T E 3 / 8 " x 5 " x 9 " W I T H (2 ) 1 / 2 " ø x 6 " H E A D E D S T U D S GR O U T P O C K E T S O L I D A T BE A M B E A R I N G L O C A T I O N S L3 1 / 2 x 3 1 / 2 x 1 / 4 C O N T 1/ 4 3 3/ 1 6 EA C H B E A M 1" 8" T A L L B O N D B E A M W I T H (2 ) # 5 C O N T + G R O U T JO I S T B R G SE E P L A N 3"3" 3/ 1 6 TY P L3 x 3 x 1 / 4 M A T C H J O I S T H E I G H T HI L T I H L C S L E E V E AN C H O R I N T O M A S O N R Y , 1/ 2 " ø x 1 1 / 2 " E M B E D ( T Y P ) MA S O N R Y W A L L , SE E A R C H D W G S TO P C H O R D B R I D G I N G (B Y O T H E R S ) BO T T O M C H O R D B R I D G I N G (B Y O T H E R S ) LI N T E L MC J MA S O N R Y OP E N I N G MC J ST A G G E R 8" L I N T E L BR G & M C J 3 / 4 " = 1 ' - 0 " S5 . 1 A DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1C DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1B DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1D DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1E DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1 F DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1G DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1H DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1 J DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1K DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1 L DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1M DE T A I L 3 / 4 " = 1 ' - 0 " TY P I C A L R O O F M E C H A N I C A L U N I T S U P P O R T 3 / 4 " = 1 ' - 0 " TY P I C A L S U P P O R T O F C O N C E N T R A T E D LO A D S N O T A T J O I S T P A N E L P O I N T S 3 / 4 " = 1 ' - 0 " S5 . 1Q DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1U DE T A I L 3 / 4 " = 1 ' - 0 " TY P I C A L B E A M B E A R I N G D E T A I L 3 / 4 " = 1 ' - 0 " TY P I C A L P E R I M E T E R RO O F A N G L E S P L I C E D E T A I L CO L U M N S C H E D U L E MA R K C O L U M N S I Z E C1 H S S 4 x 4 x 1 / 4 C2 H S S 6 x 6 x 5 / 1 6 C3 H S S 6 x 6 x 3 / 8 C4 H S S 6 x 6 x 1 / 2 C5 H S S 6 x 6 x 5 / 8 C6 H S S 8 x 8 x 1 / 4 C7 H S S 8 x 8 x 5 / 1 6 C8 H S S 8 x 8 x 3 / 8 NT S TY P I C A L S M A L L R O O F D E C K O P E N I N G D E T A I L FO R O P E N I N G S ≤ 1 2 " NT S TY P I C A L S M A L L R O O F D E C K O P E N I N G D E T A I L FO R O P E N I N G S ≤ 2 4 " NTSTYPICAL LARGE ROOF DECK OPENING DETAIL COPYRIGHT ©THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER.COMMISSION NO.MODELER:ENGINEER:PROJECT NUMBER:2014GENERAL OFFICE FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 PH: (513) 762-1467 FAX: (513) 762-4012 always going beyond 300 WEST FOURTH ST.CINCINNATI, OH 45202 T - 513 . 891 . 4605 F - 513 . 891 . 0530 www.pdtarchitects.comCENTRALREFRESH5960 CASTLEWAY WEST DRIVE INDIANAPOLIS, IN 46250 PH: (317) 579-8360 FAX: (317) 579-8162 EXPANSION STORE #J-959 10/27/2014 10:35:54 AM STANDARD SECTIONS AND SCHEDULES S5.1P-408SMDEGP1418.90KROGER STORE #J-959 EXPANSION 1217 S. RANGELINE RD.CARMEL, IN 46032 3 / 4 " = 1 ' - 0 " TY P I C A L J O I S T B E A R I N G D E T A I L 3 / 4 " = 1 ' - 0 " TY P I C A L D E C K B E A R I N G D E T A I L FOOTING SCHEDULE (ISOLATED FOOTINGS)MARKSIZEREINFORCINGREMARKS Foundation Slab - 12" Concrete 303'-0" x 3'-0" x 1'-0"(3) #5 EA WAY 404'-0" x 4'-0" x 1'-0"(4)#5 EA WAY 454'-6" x 4'-6" x 1'-0"(5) #5 EA WAY 505'-0" x 5'-0" x 1'-0"(5) #5 EA WAY 555'-6" x 5'-6" x 1'-0"(6) #5 EA WAY 606'-0" x 6'-0" x 1'-2"(7) #5 EA WAY 646'-8" x 4'-0" x 2'-0"#5 @ 12"oc EA WAYSEE SECT 14/S3.1 707'-0" x 7'-0" x 1'-5"(6) #6 EA WAY 757'-6" x 7'-6" x 1'-5"(6) #6 EA WAYFOOTING SCHEDULE (CONTINUOUS FOOTINGS)MARKWIDTHTHICKNESSREINFORCINGREMARKS 202'-0"1'-0"(2) #5 CONT BOT 1 / 2 " = 1 ' - 0 " TY P I C A L M A S O N R Y WA L L T H I C K N E S S T R A N S I T I O N 3 / 4 " = 1 ' - 0 " TY P I C A L J O I S T C O N N E C T I O N A T C O L U M N STRUCTURAL ENGINEERS schaefer800.542.3302 -inc.com 3 / 4 " = 1 ' - 0 " TY P I C A L E X I S T I N G B U I L D I N G RO O F M E C H A N I C A L U N I T S U P P O R T N O T U SE D N O T U SE D N O T U SE D 3 / 4 " = 1 ' - 0 " S5 . 1N DE T A I L 3 / 4 " = 1 ' - 0 " S5 . 1P DE T A I L NT S ME Z Z A N I N E D E C K O P E N I N G D E T A I L ( < 2 4 " W I D E ) NOTE: DECK OPENING FRAMING NOT REQUIRED AT SKYLIGHTS AND CONDENSERS,UNLESS NOTED OTHERWISE ON PLAN NT S TY P I C A L M E Z Z A N I N E BY P A S S C O L U M N D E T A I L NT S TY P I C A L M E Z Z A N I N E DE C K B E A R I N G D E T A I L NT S TY P I C A L M E Z Z A N I N E BE A M B E A R I N G D E T A I L NT S TY P I C A L J O I S T B R I D G I N G TE R M I N A T I O N A T M A S O N R Y NT S TY P I C A L M C J C O N S T R U C T I O N AT M A S O N R Y O P E N I N G S #ISSUEDATE PERMIT / BID ISSUE10/27/2014