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1071 Atlantic Blvd COMM20-0023 2 of 3 structural dwgs_1_1DE S I G N C R I T E R I A CO N C R E T E MA S O N R Y FO U N D A T I O N S ST E E L LI G H T G A G E M E T A L F R A M I N G SU P P L E M E N T A R Y N O T E S AL L C O N C R E T E P R O P O R T I O N I N G , M I X I N G , T R A N S P O R T A T I O N , P L A C I N G , A N D C U R I N G S H A L L CO N F O R M T O A C I 3 0 1 . AL L C O N C R E T E S H A L L B E L A B O R A T O R Y D E S I G N E D A N D C O N T R O L L E D T O M E E T T H E RE Q U I R E M E N T S O F A C I 3 1 8 A N D T H E P R O J E C T ' S D E S I G N B U I L D I N G C O D E . US E O F C A L C I U M C H L O R I D E , C H L O R I D E I O N S , O R O T H E R S A L T S I S C O N C R E T E I S P R O H I B I T E D . CO N C R E T E S H A L L C O N F O R M T O T H E F O L L O W I N G : F' c @ 2 8 D A Y S T Y P E A G G R E G A T E L O C A T I O N W / C R A T I O ( M A X ) 3, 0 0 0 N O R M A L W E I G H T S L A B - O N - G R A D E 0 . 5 5 3, 0 0 0 N O R M A L W E I G H T F O O T I N G S 0 . 5 5 3, 0 0 0 N O R M A L W E I G H T A L L O T H E R C O N C R E T E 0 . 5 5 TH E A I R C O N T E N T I N A L L C O N C R E T E E X P O S E D T O W E A T H E R S H A L L B E B E T W E E N 1 % & 4 % . CO N C R E T E P R O T E C T I O N F O R R E I N F O R C E M E N T S H A L L B E A S N O T E D B E L O W , O R P E R L A T E S T AC I 3 1 8 F O R C O N D I T I O N S O T H E R T H A N T H O S E L I S T E D : CO N C R E T E C A S T A G A I N S T E A R T H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 " SL A B S O N G R A D E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 " F R O M T O P FO R M E D C O N C R E T E E X P O S E D T O E A R T H O R W E A T H E R . . . . . . . . . . . . . . . . . . 2 " CH A M F E R A L L E X P O S E D C O R N E R 3 / 4 " M I N I M U M . AL L H O O K S C A L L E D F O R I N S T R U C T U R A L D R A W I N G S S H A L L B E A C I S T A N D A R D H O O K S , U N O . RE I N F O R C I N G S T E E L S H A L L C O N F O R M T O A S T M A 6 1 5 , G R A D E 6 0 U N O . AL L W E L D E D W I R E M E S H S H A L L C O N F O R M T O A S T M A 1 8 5 . L A P T W O S Q U A R E S A T S P L I C E S . DO N O T W E L D R E I N F O R C I N G S T E E L U N L E S S A P P R O V E D I N W R I T I N G B Y T H E S T R U C T U R A L EN G I N E E R . TI E A L L R E I N F O R C I N G S T E E L A N D E M B E D S S E C U R E L Y I N P L A C E P R I O R T O P L A C I N G CO N C R E T E . T H E C O N T R A C T O R S H A L L P R O V I D E S U P P O R T S T O M A I N T A I N T H E R E Q U I R E D RE I N F O R C I N G P O S I T I O N . " W E T S T I C K I N G " D O W E L S I N T O C O N C R E T E I S N O T P E R M I T T E D . TH E C O N T R A C T O R S H A L L C O M P A R E T H E S T R U C T U R A L P L A N S A N D D E T A I L S W I T H T H E AR C H I T E C T U R A L P L A N S A N D D E T A I L S A N D R E P O R T A N Y D I S C R E P A N C I E S T O T H E A R C H I T E C T PR I O R T O T H E C O M M E N C E M E N T O F S H O P D R A W I N G S . AL L R E I N F O R C I N G S H A L L H A V E A N A C I C L A S S B S P L I C E A T B A R L A P S . PR O V I D E H O L L O W , L O A D B E A R I N G C O N C R E T E M A S O N R Y U N I T S C O N F O R M I N G T O A S T M C 9 0 , TY P E I W I T H A M I N I M U M D E N S I T Y O F 1 0 5 P C F . CM U S H A L L H A V E A M I N I M U M A S S E M B L Y C O M P R E S S I V E S T R E N G T H ( F ' m ) O F 2 , 0 0 0 P S I . TH E 2 8 - D A Y G R O U T C O M P R E S S I V E S T R E N G T H S H A L L B E 3 , 0 0 0 P S I M I N I M U M . MO R T A R S H A L L B E T Y P E " S " O R " M " . LA P A L L R E I N F O R C I N G 4 8 B A R D I A M E T E R S I N B O N D B E A M S A N D 7 2 B A R D I A M E T E R S I N VE R T I C A L W A L L R E I N F O R C I N G A N D M A S O N R Y B E A M S . AL L C M U W A L L S S H A L L B E L A I D I N R U N N I N G B O N D . FI L L A L L C E L L S B E L O W F I N I S H E D G R A D E . MA S O N R Y W O R K S H A L L B E I N S P E C T E D I N A C C O R D A N C E W I T H A C I 5 3 0 Q U A L I T Y A S S U R A N C E LE V E L 2 . A G E O T E C H N I C A L E N G I N E E R R E G I S T E R E D I N T H E S T A T E O F T H E P R O J E C T S H A L L I N S P E C T AN D A S S U R E T H E A D E Q U A C Y O F A L L S U B G R A D E S , F I L L S , A N D B A C K F I L L S B E F O R E PL A C E M E N T O F F O U N D A T I O N S , F O O T I N G S , S L A B S , E T C . W R I T T E N A C C E P T A N C E O F T H E WO R K I N S P E C T E D A N D V E R I F I C A T I O N O F A S S U M E D S O I L B E A R I N G P R E S S U R E S H A L L B E SU B M I T T E D T O T H E A R C H I T E C T A N D S T R U C T U R A L E N G I N E E R . WH E R E F O O T I N G S T E P S A R E R E Q U I R E D , T H E S T E P S S H A L L B E N O S T E E P E R T H A N O N E VE R T I C A L T O T W O H O R I Z O N T A L , U N O O N P L A N . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R LO C A T I N G T H E R E Q U I R E D F O O T I N G S T E P L O C A T I O N S . AL L S T R U C T U R A L S T E E L S H A L L C O N F O R M T O T H E F O L L O W I N G : AS T M A 9 9 2 F O R W - S H A P E S AS T M A 3 6 F O R P L A T E S , A N G L E S , & M I S C F R A M I N G AS T M A 5 8 8 , G R A D E 5 0 , W H E R E N O T E D AS T M A 5 0 1 O R A 5 3 F O R P I P E AS T M A 5 0 0 , G R A D E B F O R T U B E S AN C H O R R O D S S H A L L C O N F O R M T O A S T M F 1 5 5 4 . G R A D E 3 6 , U N O . AL L C O N N E C T I O N B O L T S S H A L L C O N F O R M T O A S T M A 3 2 5 . WE L D I N G O F S T R U C T U R A L S T E E L S H A L L B E P E R A W S D 1 . 1 . L A T E S T E D I T I O N . WH E R E F I L L E T W E L D S I Z E I S N ' T C A L L E D - O U T O N W E L D S Y M B O L , F I L L E T S I Z E S H A L L B E 1 / 1 6 " SM A L L E R T H A N T H E T H I C K N E S S O F T H E T H I N N E R O F T H E E L E M E N T S T O B E W E L D E D . UN L E S S N O T E D O T H E R W I S E P R O V I D E T H E G R E A T E R O F T H E F O L L O W I N G B E A M E N D CO N N E C T I O N S : 1) W H E N B E A M R E A C T I O N S A R E N O T S H O W N , CO N N E C T I O N S S H A L L B E P R O P O R T I O N E D T O SU P P O R T 6 0 % O F T H E T O T A L U N I F O R M L O A D C A P A C I T Y S H O W N I N T H E U N I F O R M L O A D TA B L E S O F T H E A I S C M A N U A L F O R T H E G I V E N B E A M , S P A N , A N D G R A D E O F S T E E L U S E D . 2) C O N N E C T I O N S S H A L L B E P R O P O R T I O N E D F O R T H E E C C E N T R I C I T Y B E T W E E N C E N T R O I D S OF T H E C O N N E C T I O N A N D T H E S U P P O R T I N G M E M B E R . ST R U C T U R A L S T E E L S H A L L B E S H O P P R I M E D P E R S S P C P A I N T S Y S T E M N O . 7 . 0 0 . P R I M E R SH A L L B E S S P C P A I N T W I T H A M I N I M U M D R Y F I L M T H I C K N E S S O F 2 . 0 M I L S . O M I T P A I N T A T SU R F A C E S T O B E F I R E P R O O F E D . T O U C H - U P B O L T H E A D S , N U T S , F I E L D W E L D S , A N D AB R A S I O N S I N S H O P P R I M E R W I T H S A M E P A I N T . AL L S T E E L E X P O S E D T O W E A T H E R S H A L L B E H O T - D I P P E D G A L V A N I Z E D & P A I N T E D . IF A N Y D I S C R E P A N C I E S B E T W E E N S P E C I F I C A T I O N S , N O T E S , A N D D R A W I N G S A R E N O T E D , T H E MO R E S T R I N G E N T R E Q U I R E M E N T G O V E R N S . CO L U M N A N C H O R B O L T S A R E D E S I G N E D F O R C O M P L E T E C O N D I T I O N O N L Y . C O N T R A C T O R SH A L L P R O V I D E A L L T E M P O R A R Y B R A C I N G R E Q U I R E D T O M A I N T A I N S T A B I L I T Y U N T I L A L L BR A C I N G E L E M E N T S R E Q U I R E D F O R S T R U C T U R A L S T A B I L I T Y A R E I N P L A C E . TH E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R C O O R D I N A T I O N O F M I S C S T E E L S H O W N O N TH E S T R U C T U R A L D R A W I N G S S U C H A S S H E L F A N G L E S , L I N T E L S , S U P P O R T M E M B E R S F O R CU R T A I N W A L L O R M A S O N R Y A N D E D G E A N G L E S F O R O P E N I N G S A N D P E R I M E T E R CO N D I T I O N S . I T I S T H E I N T E N T O F T H E S E D R A W I N G S T H A T T H E S E I T E M S A R E F I E L D AT T A C H E D B Y F I E L D W E L D I N G O R F I E L D B O L T I N G T O M E E T T O L E R A N C E S R E Q U I R E D B Y TH E O T H E R T R A D E S , T H E S E T O L E R A N C E S M A Y B E M O R E S T R I N G E N T T H A N A I S C TO L E R A N C E S . TH E C O N T R A C T O R S H A L L C O M P A R E T H E S T R U C T U R A L P L A N S A N D D E T A I L S W I T H T H E AR C H I T E C T U R A L P L A N S A N D D E T A I L S A N D R E P O R T A N Y D I S C R E P A N C I E S T O T H E AR C H I T E C T P R I O R T O T H E C O M M E N C E M E N T O F S H O P D R A W I N G S . TH E C O N T R A C T O R I S S O L E L Y R E S P O N S I B L E F O R T H E D E S I G N , A D E Q U A C Y , A N D S A F E T Y O F ER E C T I O N , B R A C I N G , S H O R I N G , T E M P O R A R Y S U PP O R T S , E T C . T H E S T R U C T U R A L E L E M E N T S AR E N O T C O N S I D E R E D S T A B L E U N T I L T H E S T R U C T U R E I S C O M P L E T E . RE V I E W O F T H E S U B M I T T A L I N F O R M A T I O N S H A L L B E F O R G E N E R A L R E Q U I R E M E N T S O F T H E PR O J E C T , A N D S H A L L N O T I N C L U D E C H E C K I N G O F D E T A I L E D D I M E N S I O N S O R D E T A I L E D QU A N T I T I E S , N O R R E V I E W O F T H E C O N T R A C T O R ' S S A F E T Y M E A S U R E S O N O F O F F T H E WO R K S I T E O R T H E M E A N S A N D M E T H O D S O F D O I N G A N Y W O R K . TH E C O N T R A C T O R S H A L L V E R I F Y A L L E X I S T I N G C O N D I T I O N S A N D A R C H I T E C T U R A L A N D ST R U C T U R A L P L A N D I M E N S I O N S A N D E L E V A T I O N S P R I O R T O T H E C O M M E N C E M E N T O F CO N S T R U C T I O N A N D N O T I F Y T H E S T R U C T U R A L E N G I N E E R O F A N Y C O N F L I C T S . AL L S T R U C T U R A L O P E N I N G S A R O U N D O R A F F E C T E D B Y M E C H A N I C A L , E L E C T R I C A L A N D PL U M B I N G E Q U I P M E N T S H A L L B E V E R I F I E D W I T H E Q U I P M E N T P U R C H A S E D B E F O R E PR O C E E D I N G W I T H S T R U C T U R A L W O R K A F F E C T E D . AN Y E N G I N E E R I N G D E S I G N P R O V I D E D B Y O T H E R S A N D S U B M I T T E D F O R R E V I E W S H A L L BE A R T H E S E A L O F A N E N G I N E E R R E G I S T E R E D I N T H E S T A T E O F T H E P R O J E C T . GE N E R A L C O N T R A C T O R M U S T R E V I E W A N D A P P R O V E S H O P D R A W I N G S P R I O R T O SU B M I T T A L T O A R C H I T E C T / E N G I N E E R . S U B M I T T A L S W H I C H D O N O T C O N T A I N T H E CO N T R A C T O R ' S S H O P D R A W I N G S T A M P O R H A V E B E E N M E R E L Y " R U B B E R S T A M P E D " S H A L L BE R E T U R N E D W I T H O U T R E V I E W . C O N T R A CT O R S H O U L D A L L O W T W O W E E K S F O R SU B M I T T A L R E V I E W . CO N T R A C T O R S H A L L N O T O R D E R M A T E R I A L O R C O M M E N C E W I T H C O N S T R U C T I O N U N T I L SH O P D R A W I N G S H A V E B E E N R E V I E W E D A N D A P P R O V E D . W O R K D O N E O R O R D E R S P L A C E D BE F O R E S H O P D R A W I N G A P P R O V A L I S A T T H E C O N T R A C T O R ' S R I S K . TH E P R O J E C T ' S S T R U C T U R A L D R A W I N G S A N D E L E C T R O N I C F I L E S A R E T H E P R O P E R T Y O F LO W E S T R U C T U R E S , I N C . T H E C O N T R A C T O R A N D S U B C O N T R A C T O R S H A L L C O M P E N S A T E LO W E S T R U C T U R E S , I N C . F O R T H E U S E O F T H E P R O J E C T ' S C A D F I L E S F O R A N Y P U R P O S E IN C L U D I N G S H O P D R A W I N G P R E P A R A T I O N . TH E C O N T R A C T O R S H A L L N O T S C A L E D R A W I N G S . D I M E N S I O N S S H O W N O N A R C H I T E C T U R A L AN D S T R U C T U R A L P L A N S A N D D E T A I L S W I L L C O N T R O L . TH E S T R U C T U R E I S D E S I G N E D I N A C C O R D A N C E W I T H T H E F L O R I D A B U I L D I N G C O D E 6 T H ED I T I O N . R E F E R E N C E T O O T H E R S T A N D A R D S P E C I F I C A T I O N S O R C O D E S S H A L L M E A N T H E LA T E S T P U B L I C A T I O N . FO U N D A T I O N S A R E D E S I G N E D F O R A N A S S U M E D A L L O W A B L E B E A R I N G P R E S S U R E O F 2 , 0 0 0 P S F . SU P E R I M P O S E D L I V E L O A D S : RO O F S A N D C A N O P I E S : ( R E D U C I B L E ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 P S F WI N D L O A D S : UL T I M A T E W I N D S P E E D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 0 M P H NO M I N A L W I N D S P E E D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1 M P H ME A N R O O F H E I G H T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 1 8 F T RI S K C A T E G O R Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . I I WI N D E X P O S U R E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . C EN C L O S U R E C L A S S I F I C A T I O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E N C L O S E D IN T E R N A L P R E S S U R E C O E F F I C I E N T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ± 0 . 1 8 DI R E C T I O N A L I T Y F A C T O R ( K d ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 8 5 SH A P E F A C T O R S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PE R C O D E TH I S B U I L D I N G I S N O T L O C A T E D I N T H E W I N D B O R N E D E B R I S R E G I O N . I M P A C T R E S I S T A N T GL A Z I N G I S N O T R E Q U I R E D . GE N E R A L DE S I G N O F L I G H T G A G E S T E E L F R A M I N G I S B A S E D O N S E C T I O N P R O P E R T I E S A N D S T A N D A R D NO M E N C L A T U R E A S D E F I N E D I N " S T E E L S T U D M A N U F A C T U R E R S A S S O C I A T I O N ( S S M A ) - P R O D U C T TE C H N I C A L I N F O R M A T I O N , I C B O E R - 4 9 4 3 P . " A L T E R N A T E M A N U F A C T U R E R ' S F R A M I N G S I Z E SH A L L M E E T T H E M I N I M U M S E C T I O N P R O P E R T I E S O F T H E M E M B E R S I N D I C A T E D O N T H E D E S I G N DR A W I N G S . WA L L S C O M P O S E D O F L I G H T G A G E S T E E L S T U D S S H A L L H A V E L A T E R A L B R A C I N G I N S T A L L E D AT A M A X I M U M S P A C I N G O F 4 8 " . AL L L I G H T G A U G E S T E E L M E M B E R S 1 6 G A U G E ( 5 4 M I L ) A N D H E A V I E R S H A L L B E F O R M E D F R O M ST E E L C O R R E S P O N D I N G T O A T Y P E L I S T E D I N T H E A . I . S . I . S P E C I F I C A T I O N S F O R T H E D E S I G N O F CO L D - F O R M E D S T E E L S T R U C T U R A L M E M B E R S , W I T H A M I N I M U M Y I E L D S T R E N G T H O F 5 0 K S I . AL L L I G H T G A U G E S T E E L M E M B E R 1 8 G A U G E ( 4 3 M I L ) A N D L I G H T E R S H A L L B E F O R M E D F R O M ST E E L M E E T I N G T H E C R I T E R I A A S L I S T E D A B O V E , W I T H A M I N I M U M Y I E L D S T R E N G T H O F 3 3 K S I UN L E S S N O T E D O T H E R W I S E . AL L F R A M I N G P R O D U C T S S H A L L B E F O R M E D F R O M S T E E L P O S S E S S I N G A G - 6 0 Z I N C C O A T I N G CO R R E S P O N D I N G T O T H E M I N I M U M R E Q U I R E M E N T S O F A S T M A 6 5 3 . AL L S T E E L F R A M I N G M E M B E R S S H A L L B E O F T H E T Y P E , S I Z E A N D G A U G E A S S H O W N O N T H E PL A N S A N D S H A L L B E M A N U F A C T U R E D B Y A N S S M A A P P R O V E D M A N U F A C T U R E R . N O SU B S T I T U T I O N S A L L O W E D W I T H O U T E N G I N E E R S W R I T T E N A P P R O V A L . IN S T A L L A T I O N AL L F R A M I N G C O M P O N E N T S S H A L L B E C U T S Q U A R E L Y F O R A T T A C H M E N T S T O P E R P E N D I C U L A R ME M B E R S O R A S R E Q U I R E D F O R A N A N G U L A R F I T A G A I N S T A B U T T I N G M E M B E R S . M E M B E R S SH A L L B E H E L D P O S I T I V E L Y I N P L A C E U N T I L P R O P E R L Y F A S T E N E D . TE M P O R A R Y B R A C I N G S H A L L B E P R O V I D E D B Y T H E F R A M I N G C O N T R A C T O R A N D R E M A I N I N PL A C E U N T I L W O R K I S C O M P L E T E L Y S T A B I L I Z E D . AL L F I E L D C U T T I N G O F S T U D S M U S T B E D O N E B Y S A W I N G O R S H E A R I N G . T O R C H C U T T I N G O F CO L D - F O R M E D M E M B E R S I S U N A C C E P T A B L E . NO S P L I C I N G I N S T U D S , J O I S T S , O R O T H E R L O A D C A R R Y I N G M E M B E R S M A Y B E M A D E W I T H O U T PR I O R E N G I N E E R I N G R E V I E W A N D S P E C I F I C D E T A I L S F O R A N Y S U C H S P L I C E ( S ) . CO N N E C T I O N S • # 1 0 S C R E W S O R # 1 0 T E K - I N D I C A T E D B U I L D E X # 1 0 - 1 6 W / # 3 D R I L L P O I N T S H E E T M E T A L SC R E W S O F L E N G T H A D E Q U A T E T O F U L L Y E N G A G E A L L M E M B E R S B E I N G F A S T E N E D . U S E MI N I M U M S C R E W S P A C I N G A N D E D G E D I S T A N C E O F 1 ” , U N L E S S N O T E D O R D E T A I L E D OT H E R W I S E . ( A L T E R N A T E F A S T E N E R S M A Y B E S U B M I T T E D F O R R E V I E W A N D A P P R O V A L . ) • # 1 2 S C R E W S O R # 1 2 T E K - I N D I C A T E D B U I L D E X # 1 2 - 1 4 W / # 2 D R I L L P O I N T S H E E T M E T A L SC R E W S O F L E N G T H A D E Q U A T E T O F U L L Y E N G A G E A L L M E M B E R S B E I N G F A S T E N E D . U S E MI N I M U M S C R E W S P A C I N G A N D E D G E D I S T A N C E O F 1 ” , U N L E S S N O T E D O R D E T A I L E D OT H E R W I S E . ( A L T E R N A T E F A S T E N E R S M A Y B E S U B M I T T E D F O R R E V I E W A N D A P P R O V A L . ) • # 1 4 S C R E W S - I N D I C A T E S S I M P S O N S T R O N G - TI E # 1 4 S H O U L D E R E D S C R E W S O F L E N G T H AD E Q U A T E T O F U L L Y E N G A G E A L L M E M B E R S B E I N G F A S T E N E D . U S E M I N I M U M S C R E W SP A C I N G A N D E D G E D I S T A N C E O F 1 ” , U N L E S S N O T E D O R D E T A I L E D O T H E R W I S E . (A L T E R N A T E F A S T E N E R S M A Y B E S U B M I T T E D F O R R E V I E W A N D A P P R O V A L . ) • 0 . 1 4 5 " Ø P A F I N T O S T R U C T U R A L S T E E L S H A L L B E S I M P S O N S T R O N G - T I E 0 . 1 4 5 " Ø P D P T O R E O R AP P R O V E D E Q U A L . E N T I R E P O I N T E D P O R T I O N O F P A F S H A L L P E N E T R A T E T H R O U G H T H E ST E E L M E M B E R . • 0 . 1 5 7 " Ø P A F I N T O S T R U C T U R A L S T E E L S H A L L B E H I L T I . 0 1 5 7 " D S O R E O R A P P R O V E D E Q U A L . EN T I R E P O I N T E D P O R T I O N O F P A F S H A L L P E N E T R A T E T H R O U G H T H E S T E E L M E M B E R . • 0 . 1 5 7 " Ø P A F I N T O C O N C R E T E S H A L L H A V E 1 " M I N E M B E D ( T Y P ) AL L C O N N E C T O R S C A L L E D O U T I N P L A N S , S E C T I O N S & D E T A I L S S H A L L B E S I M P S O N S T R O N G - T I E CO N N E C T O R S O R E O R A P P R O V E D E Q U A L . MI N I M U M F A S T E N I N G R E Q U I R E M E N T S , U N L E S S N O T E D O T H E R W I S E : TR A C K T O C O N C R E T E : (1 ) F A S T E N E R S @ 1 2 " O C T Y P W / A D D I T I O N A L F A S T E N E R 3 " F R O M E N D O F T R A C K A N D ( 2 ) FA S T E N E R S M I N I M U M A T J A M B S . TR A C K T O S T R U C T U R A L S T E E L : 12 " O C T Y P W / A D D I T I O N A L F A S T E N E R 3 " F R O M E N D O F T R A C K A N D ( 2 ) F A S T E N E R S MI N I M U M A T J A M B S ST U D T O T R A C K : (1 ) S C R E W M I N I M U M A T E A F L A N G E ST U D T O S T U D : (3 ) S C R E W S M I N I M U M ST U D T O S T E E L O R C O N C R E T E : US E P O W D E R A C T U A T E D F A S T E N E R S O R S C R E W S R E F E R E N C E D A B O V E . S E E D E T A I L S F O R CO N N E C T I O N S , M I N I M U M ( 2 ) F A S T E N E R S 4P 10 SF ZO N E PARAPET 500 SF 100 SF a = 9'-0"+100.7 -78.4 NO T E S : 1. T A B L E P R E S S U R E S A R E F O R T H E S Q U A R E F O O T ( S F ) T R I B U T A R Y A R E A S H O W N . F O R O T H E R T R I B U T A R Y AR E A S , L I N E A R L Y I N T E R P O L A T E B E T W E E N V A L U E S SH O W N A B O V E . 2. P O S I T I V E P R E S S U R E S A C T T O W A R D T H E B U I L D I N G . NE G A T I V E P R E S S U R E S A C T A W A Y F R O M T H E BU I L D I N G . 3. S E E D I A G R A M S F O R Z O N E L O C A T I O N S . 4. A L L P R E S S U R E S S H O W N I N A R E U L T I M A T E PR E S S U R E S . 4 ZO N E 1 0 S F WALLS 100 SF 5 0 0 S F -43.4 - 3 7 . 4 - 3 3 . 2 AL L 40.0 34.0 2 9 . 8 5 +75.5 -65.2+70.9 -56.0 5P -53.6 - 4 1 . 6 - 3 3 . 2 CO M P O N E N T & C L A D D I N G D E S I G N WIND PRESSURES (PSF)aa WALLS (GENERIC BUILDING SHOWN)T/PARAPET 5P 54P 5 P 5 455P454P5PT/ROOF a a+100.7 -89.6+75.5 -69.8+70.9 -56.0 NAILING REQUIREMENTS FOR WALL SHEATHINGNOTE: WALL SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO WALL STUDS.WALL STUDS SCREWS TO INTERMEDIATE SUPPORT IS 8" OC MAX, UNO SC R E W S P A C I N G @ SU P P O R T E D E D G E S , SE E N O T E S DE N S G L A S S P A N E L ED G E O F S H E A T H I N G This item has been electronically sealed by Timothy J. Morgan on using a digital signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.J .T I M O T H Y M O R P R O F ESSIONALENGINEERLICENSEFLORIDASTATE OFNo. 80481GAN LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: Timothy J. Morgan FL PE: 80481 370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952 SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISION DATE DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.PIER 1 IMPORTS 1071 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 TJM TJM 5/22/2020 S0.1GENERAL NOTES & DESIGN CRITERIA5/22/2020 5/22/2020 SC A L E : N T S S0 . 1 1 CO M P O N E N T & C L A D D I N G D E T A I L SC A L E : N T S S0 . 1 2 DE T A I L F6 F6 F3 . 5 F3 . 5 F6 F6 F3 . 5 F3 . 5 4 5 / 8 " 3' - 4 3 / 8 " 25 ' - 0 " 4 5 / 8 " 3' - 4 3 / 8 " 24 ' - 0 " 3' - 4 3 / 8 " 4 5 / 8 " 25 ' - 0 " 3' - 4 3 / 8 " 4 5 / 8 " 89 ' - 0 " 8 ' - 8 7 / 8 " 4 5 / 8 " 6 ' - 7 3 / 8 " 1 ' - 1 1 / 4 " W2 . 0 80 0 S 1 6 2 - 5 4 @ 1 6 " O C (T Y P , U N O ) EX I S T W O O D C O L & F D N T O R E M A I N (T Y P ) S2 . 1 1 EL E V A T I O N A S2 . 1 2 E L E V A T I O N B S2 . 1 3 E L E V A T I O N C (T Y P , U N O ) 8 5 / 8 " EX I S T I N G S T R U C T U R E TO R E M A I N ( T Y P , U N O ) 4" C O N C R E T E S L A B O N G R A D E W/ W W F 6 x 6 - W 1 . 4 : W 1 . 4 O N CO M P A C T E D F I L L . T / S L A B E L = M A T C H E X I S T I N G . H SS8 X8X 5 /1 6 (T YP , UNO)H S S1 2 X8 X5 /1 6 H S S1 2 X8 X5 /1 6 4 S3 . 1 4 S3 . 1 6 S3 . 1 6 S3 . 1 SI M 7 S3 . 1 6 S3 . 1 PR O V I D E E J M A T E R I A L WH E R E N E W S L A B J O I N T BU T T S U P T O E X I S T ST R U C T U R E ( T Y P ) S2 . 1 1 EL E V A T I O N A S2 . 1 2 E L E V A T I O N B S2 . 1 3 E L E V A T I O N C HS S 8 X 8 X 5 / 8 ( L O ) HS S 8 X 8 X 3 / 8 ( H I ) HS S 8 X 8 X 1 / 4 ( M I D ) W 8 X 1 8 ( H I ) HS S 8 X 8 X 5 / 8 ( H I ) HS S 8 X 8 X 1 / 4 ( M I D ) HS S 8 X 8 X 5 / 8 ( H I ) HS S 8 X 8 X 5 / 8 ( L O ) HS S 8 X 8 X 3 / 8 ( H I ) HS S 8 X 8 X 1 / 4 ( M I D ) HS S 8 X 8 X 5 / 8 ( L O ) EX I S T I N G S T R U C T U R E TO R E M A I N ( T Y P , U N O ) HS S 4 X 4 X 1 / 4 B R A C E . T/ B R A C E E L = 1 2 9 ' - 8 " HS S 4 X 4 X 1 / 4 B R A C E . T/ B R A C E E L = 1 2 9 ' - 8 " 4 5 .0 0 ° FO U N D A T I O N P L A N N O T E S : 1. S E E F O R G E N E R A L N O T E S A N D D E S I G N C R I T E R I A . 2. C O N T R A C T O R T O C O O R D A L L D I M S & L A Y O U T W / A R C H P L A N S & E X I S T I N G C O N D I T I O N S PR I O R T O T H E C O M M E N C E M E N T O F C O N S T R U C T I O N . A R C H D I M S A N D E L E V A T I O N S W I L L CO N T R O L . 3. A L L E L E V A T I O N S A R E B A S E D O N A D A T U M T / E X I S T I N G S S L A B E L E V A T I O N O F 1 0 0 ' - 0 " . C O O R D AC T U A L E L E V A T I O N W / E X I S T I N G & A R C H . 4. F # & W # D E N O T E S F O O T I N G T Y P E . S E E S C H E D U L E O N T H I S S H E E T F O R F O O T I N G S I Z E & R E I N F . 5. S E E W H E R E P I P E S P E N E T R A T E B U I L D I N G P E R I M E T E R . 6. S E E F O R R E I N F @ W A L L F T G C O R N E R S . 7. S E E F O R T Y P B A C K T O B A C K S T U D D E T A I L . 8. S E E F O R T Y P T R A C K S P L I C E D E T A I L . 9. S E E F O R T Y P C O R N E R S T U D D E T A I L . 10 . S E E F O R T Y P C O R N E R D E T A I L @ T / C F S W A L L . 11 . S E E F O R T Y P C F S W A L L B R I D G I N G D E T A I L . 2/ S 3 . 1 3/ S 3 . 1 1/ S 3 . 2 2/ S 3 . 2 3/ S 3 . 2 4/ S 3 . 2 5/ S 3 . 2 S0 . 1 RO O F F R A M I N G P L A N N O T E S : 1. S E E F O R G E N E R A L N O T E S A N D D E S I G N C R I T E R I A . 2. C O N T R A C T O R T O C O O R D A L L D I M S & L A Y O U T W / A R C H P L A N S & EX I S T I N G C O N D I T I O N S P R I O R T O T H E C O M M E N C E M E N T O F CO N S T R U C T I O N . A R C H D I M S A N D E L E V A T I O N S W I L L C O N T R O L . 3. W A L L S H E A T H I N G @ L T . G A . W A L L S S H A L L B E 5 / 8 " D E N S G L A S S ( M I N ) W/ # 8 S C R E W S @ 8 " O C E D G E & 8 " O C F I E L D . S E E F O R T Y P SH E A T H I N G A T T A C H M E N T D E T A I L . 4. A L L E X P O S E D S T E E L S H A L L B E H O T - D I P P E D G A L V A N I Z E D & PA I N T E D . S0 . 1 1/ S 0 . 1 This item has been electronically sealed by Timothy J. Morgan on using a digital signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.J .T I M O T H Y M O R P R O F ESSIONALENGINEERLICENSEFLORIDASTATE OFNo. 80481GAN LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: Timothy J. Morgan FL PE: 80481 370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952 SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISION DATE DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.PIER 1 IMPORTS 1071 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 TJM TJM 5/22/2020 S1.1PARTIAL FOUNDATION & ROOF FRAMING PLANS5/22/2020 5/22/2020 SC A L E : 1 / 8 " = 1 ' - 0 " S1 . 1 1 PA R T I A L F O U N D A T I O N P L A N SC A L E : 1 / 8 " = 1 ' - 0 " S1 . 1 2 PA R T I A L R O O F F R A M I N G P L A N FO O T I N G S C H E D U L E TY P E L E N G T H W I D T H D E P T H BOTTOM REINF (LONG WAY)BOTTOM REINF (SHORT WAY)REMARKS F3 . 5 1 1 ' - 0 " 3 ' - 6 " 1 ' - 0 " 3 - # 5 1 1 - # 5 F6 6 ' - 0 " 6 ' - 0 " 1 ' - 0 " 6 - # 5 6 - # 5 W2 . 0 C O N T 2 ' - 0 " 1 ' - 0 " 3 - # 5 # 4 @ 2 4 " O C HS S 8 X 8 X 3 / 8 ( H I ) HS S 8 X 8 X 5 / 8 ( H I ) HS S 8 X 8 X 3 / 8 ( H I ) HS S 8 X 8 X 5 / 8 ( L O ) HS S 8 X 8 X 5 / 8 ( L O ) HS S 8 X 8 X 5 / 8 ( L O ) H S S 8 X 8 X 1 / 4 ( M I D ) H S S 8 X 8 X 1 /4 (MI D ) H S S 8 X 8 X 1 /4 (M I D ) H S S 8 X 8 X 5 / 1 6 H S S 1 2 X 8 X 5 / 1 6 H S S 1 2 X 8 X 5 / 1 6 HSS8X8X5/16 T/ FTG EL = 98'-0"T/ SLAB EL = 100'-0"T/ BEAM EL = 110'-9 1/2"T/ BEAM EL = 126'-9"S3.110 S3.111 TYPTYP S3 . 1 11 TY P 4 S3 . 1 V E R I F Y F I E L D V E R I F Y F I E L D VE R I F Y F I E L D FIELD VERIFY ± 2' - 3 1/4" F I E L D V E R I F Y ± 1 1 ' - 0 1 / 2 " F I E L D V E R I F Y ± 2 ' - 3 1 / 4 " F I E L D V E R I F Y ± 1 0 ' - 5 1 / 2 " F I E L D V E R I F Y ± 4 ' - 5 1 / 2 " DE N O T E S B / E X I S T ME T A L R O O F D E C K = CE N T E R L I N E O F H S S 8 X 8 (T Y P @ H S S 8 X 8 X 1 / 4 ) T/ BEAM EL = 135'-0" CF S W A L L I N F I L L (T Y P , U N O ) OP E N OP E N OP E N 11 S3 . 2 11 S3 . 2 12 S3 . 2 12 S3 . 2 12 S3.2 7 S3.2 9 S3.2 12 S3 . 2 6 S3 . 2 7 S3 . 2 7 S3 . 2 7 S3 . 2 6 S3 . 2 7 S3 . 2 6 S3 . 2 10 S3 . 2 10 S3 . 2 10 S3 . 2 9 S3 . 2 8 S3 . 2 8 S3 . 2 9 S3 . 2 9 S3 . 2 W8 X 1 8 ( H I ) W8 X 1 8 ( L O ) H S S 4 X 4 X 1 / 4HSS4X4X1/4 H S S 8 X 8 X 5 / 1 6 H S S 8 X 8 X 5 / 1 6 T/ B E A M E L = 1 2 6 ' - 9 " T/ B E A M E L = 1 1 0 ' - 9 1 / 2 " T/ S L A B E L = 1 0 0 ' - 0 " T/ F T G E L = 9 8 ' - 0 " S3 . 1 10 S3 . 1 9 S3 . 1 8 6 5 . 5 5 ° 5 9 .8 1 ° SH E A R C O N N PE R G E N E R A L N O T E S (T Y P , U N O ) 3/ 8 " C A P P L 4 S3 . 1 CF S W A L L I N F I L L (T Y P ) 11 S3 . 2 8 S3 . 2 8 S3 . 2 H S S 8 X 8 X 5 / 1 6 H S S 8 X 8 X 5 / 1 6 H S S 4 X 4 X 1 /4 W8 X 1 8 ( L O ) H S S 4 X 4 X 1 / 4 W8 X 1 8 ( H I ) T/ F T G E L = 9 8 ' - 0 " T/ S L A B E L = 1 0 0 ' - 0 " T/ B E A M E L = 1 1 0 ' - 9 1 / 2 " T/ B E A M E L = 1 2 6 ' - 9 " S3 . 1 10 S3 . 1 9 S3 . 1 8 6 7 .4 7 ° 6 2 . 0 1 ° 3/ 8 " C A P P L SH E A R C O N N PE R G E N E R A L N O T E S (T Y P , U N O ) 4 S3 . 1 CF S W A L L I N F I L L (T Y P ) 11 S3 . 2 8 S3 . 2 8 S3 . 2 This item has been electronically sealed by Timothy J. Morgan on using a digital signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.J .T I M O T H Y M O R P R O F ESSIONALENGINEERLICENSEFLORIDASTATE OFNo. 80481GAN LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: Timothy J. Morgan FL PE: 80481 370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952 SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISION DATE DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.PIER 1 IMPORTS 1071 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 TJM TJM 5/22/2020 S2.1FRAMING ELEVATIONS5/22/2020 5/22/2020 SC A L E : 1 / 4 " = 1 ' - 0 " S2 . 1 1 EL E V A T I O N A SC A L E : 1 / 4 " = 1 ' - 0 " S2 . 1 2 EL E V A T I O N B SC A L E : 1 / 4 " = 1 ' - 0 " S2 . 1 3 EL E V A T I O N C CO N T R A C T I O N J O I N T EX P A N S I O N J O I N T D D D / 4 SA W C U T J O I N T - FI L L J O I N T P E R A R C H D / 2 CO N T V A P O R BA R R I E R P E R A R C H NO T E S : 1. U S E C O N S T R U C T I O N J O I N T W H E R E V E R C O N S T R U C T I O N I S ST O P P E D O R S P E C I F I E D O N P L A N . 2. C O N T R A C T I O N J O I N T S S H A L L B E C U T I N T O S L A B W I T H I N 1 2 HO U R S O F C O N C R E T E P L A C E M E N T . TY P P I P E P A R A L L E L T O W A L L TR A N S V E R S E P I P E D E T A I L 1 1 1 1 NO T E : FO R P I P E S R U N N I N G P A R A L L E L T O ST R I P F T G S , F T G D E P T H & P I P E LO C A T I O N S H A L L B E C O O R D I N A T E D SO T H A T T H E P I P E I S N O T W I T H I N FT G L O A D D I S T R I B U T I O N I N F L U E N C E LI N E A S I L L U S T R A T E D . AT E X I S T I N G P I P E S W R A P W/ 2 " S T Y R O F O A M O R S L I C E PV C P I P E 2 " ø L A R G E R & P L A C E AR O U N D P I P E ( S E A L S L I T W / DU C T T A P E ) . NO P I P E T O B E P L A C E D WI T H I N F O O T I N G 1 1 / 2 " C O M P R E S S I B L E M A T E R I A L AR O U N D P I P E O R P R O V I D E P I P E SL E E V E , T Y P CO N C R E T E F I L L I S T O B E P L A C E D BE F O R E F O O T I N G I S P O U R E D A N D TO B E T H E S A M E W I D T H A S F T G , PO U R F U L L W I D T H O F P I P E T R E N C H T/ F T G PE R P L A N T/ F T G PE R P L A N C O V E R 6 " M I N 2 ' - 4 " 2' - 4 " CO N T W A L L FO O T I N G AD D C O R N E R B A R TO M A T C H C O N T FO O T I N G R E I N F BASE PL& ANCHOR RODS PER STL COL PER PLAN SEE SCHED*FOOTING SIZE & REINF PER SCHEDULEENCASE COL IN CONC BELOW GRADE (TYP)T/FTG EL PER PLANT/SLAB EL PER PLANWWFPER PLANCLCOL & FTG 5/S3.1 (TYP)2" MIN NOTE : "*" DENOTES 1 1/2" NON -SHRINK GROUT 1' - 2 " 1 ' - 2 " PL 1 " W / ( 4 ) - 3 / 4 " Ø A S T M F1 5 5 4 G R A D E 3 6 A N C H O R RO D S W / 9 " M I N E M B E D (T Y P ) E Q E Q C L PL & C O L C L PL & C O L EQ EQ TY P 1 1 / 2 " C L R @ H S S 8 X 8 1' - 6 " 1 ' - 2 " PL 1 " W / ( 4 ) - 3 / 4 " Ø A S T M F1 5 5 4 G R A D E 3 6 A N C H O R RO D S W / 9 " M I N E M B E D (T Y P ) E Q E Q C L PL & C O L C L PL & C O L EQ EQ TY P 1 1 / 2 " C L R @ H S S 1 2 X 8 STL TUBE PER PLAN 1/4 51/4 5T/ TUBE EL PER ELEVATIONSTL TUBE PER PLAN1/4 51/4 5 ST L C O L PE R P L A N ST L B E A M PE R P L A N 3/ 1 6 3 3/ 1 6 3 TY P HS S 6 x 6 x 1 / 4 B R A C E PE R E L E V A T I O N S (T Y P ) 1/ 4 1/ 4 TY P 3/ 8 " P L A T E (T Y P ) C L CO L ( T Y P ) 1 ' - 6 " M I N (T Y P ) 10 " M I N T/ B E A M E L PE R E L E V A T I O N M I N 3 " . C L COL 3/16 33/16 3HSS6X6X1/4 BRACE PER ELEVATION 3/8" PLSTL COL PER PLAN 1/41/4 STL BASE PL PER NOTE: DROP CONC SLAB TO COMPLETELY ENCASE BRACING W/ 3" MINIMUM COVER.M IN4".5/S3.1 ST L B E A M PE R P L A N ST L C O L PE R P L A N 3/ 1 6 3 3/ 1 6 3 BR A C E PE R E L E V A T I O N S 1/ 4 1/ 4 TY P 3/ 8 " P L A T E (T Y P ) C L CO L T/ B E A M E L PE R E L E V A T I O N SH E A R C O N N PE R G E N E R A L N O T E S 3/ 8 " C A P P L 1 ' - 6 " 10 " M I N3". 3/ 1 6 3 3/ 1 6 3 ST L C O L PE R P L A N BR A C E P E R EL E V A T I O N WO R K P O I N T C L CO L 1 ' - 0 " C L BR A C E 1' - 0 " 1/ 4 1/ 4 MIN 3". 3/ 8 " S T L P L STL TUBE PER PLAN 1/4 51/4 5T/ TUBE EL PER ELEVATION ST L T U B E PE R P L A N 1/4 51/4 5 3/ 8 " C A P P L WW F PE R P L A N 8" C M U W A L L GR O U T A L L C E L L S SO L I D T/ S L A B PE R P L A N #5 V E R T @ 4 0 " O C & @ A L L CO R N E R S 3" C L R T/ F T G E L PE R P L A N P L A N P E R PE R S C H E D U L E FT G S I Z E & R E I N F . . S C H E D P E R #4 C O N T 80 0 S 1 6 2 - 5 4 @ 16 " O C 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) EX I S T S I D E W A L K TO R E M A I N EJ M A T E R I A L CO N T 8 0 0 T 1 2 5 - 5 4 W / ( 2 ) - # 1 0 SC R E W S @ E A S T U D & 3 / 1 6 " x 1 1 / 4 " TA P C O N S C R E W S @ 1 2 " O C , ST A G G E R E D I N T O C O N C NO T E : N O W A L L F R A M I N G AB O V E S L A B @ S I M WWF PER PLAN 8" C M U W A L L GR O U T A L L C E L L S SO L I D T/SLAB PER PLAN #5 V E R T @ 4 0 " O C & @ A L L CO R N E R S 3" C L R T/ FTG EL PER PLANPLANPER PE R S C H E D U L E FT G S I Z E & R E I N F . . S C H E D P E R #4 C O N T 800S162-54 @ 16" OC (TYP) 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) EX I S T S I D E W A L K TO R E M A I N EJ M A T E R I A L CONT 800T125-54 W/ (2)-#10 SCREWS @ EA STUD & 3/16"x1 1/4" TAPCON SCREWS @ 12" OC, STAGGERED INTO CONC (TYP)This item has been electronically sealed by Timothy J. Morgan on using a digital signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.J .T I M O T H Y M O R P R O F ESSIONALENGINEERLICENSEFLORIDASTATE OFNo. 80481GAN LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: Timothy J. Morgan FL PE: 80481 370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952 SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISION DATE DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.PIER 1 IMPORTS 1071 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 TJM TJM 5/22/2020 S3.1SECTIONS & DETAILS5/22/2020 5/22/2020 SC A L E : N T S S3 . 1 1 SL A B J O I N T D E T A I L SC A L E : N T S S3 . 1 2 PI P E P E N E T R A T I O N D E T A I L - S P R E A D SC A L E : N T S S3 . 1 3 RE I N F @ C O N T F T G C O R N E R S SCALE: NTS S3.14SECTION SC A L E : N T S S3 . 1 5 DE T A I L SCALE: NTS S3.113DETAIL SC A L E : N T S S3 . 1 9 DE T A I L SCALE: NTS S3.18DETAIL SC A L E : N T S S3 . 1 10 DE T A I L SC A L E : N T S S3 . 1 11 DE T A I L SC A L E : N T S S3 . 1 12 DE T A I L SC A L E : N T S S3 . 1 6 SE C T I O N SC A L E : N T S S3 . 1 7 SE C T I O N AT T A C H T R A C K T O EA C H S T U D F L A N G E W/ # 1 2 S C R E W E A S I D E TR A C K A T T A C H M E N T PE R SE C T I O N S & D E T A I L S CO N T T R A C K (2 ) - # 1 0 S C R E W S P E R RO W @ 2 4 " O C W A L L ST U D S PE R P L A N SC R E W A T T A C H B O T H E N D S O F TY P I C A L T R A C K S T O S H O R T SE C T I O N O F S T U D W / ( 2 ) - # 1 0 SC R E W S P E R S T U D F L A N G E , E A SI D E O F S P L I C E 1 2 " S E C T I O N O F S T U D S A M E GA U G E A N D S I Z E A S T R A C K CO N T T R A C K AT T A C H T R A C K T O EA C H S T U D F L A N G E W/ # 1 0 S C R E W E A S I D E TR A C K A T T A C H M E N T P E R SE C T I O N S & D E T A I L S CO N T T R A C K (2 ) - # 1 0 S C R E W S P E R RO W @ 1 2 " O C (2 ) S T U D S M I N @ EA C O R N E R O F WA L L LAP JOINT, COPE FLANGES OF TRACK AS REQUIRED AT CORNER #10 SCREWS AT EACH STUDATTACH WITH (4)-#10 SCREWS AT CORNER 33 M I L C L I P A N G L E W/ ( 2 ) - # 1 0 S C R E W S EA C H L E G (3 ) - # 1 0 S C R E W S @ E A C H B L O C K CO N T S T R A P BO T H S I D E S WA L L S T U D , S I Z E A N D GA G E A S N O T E D I N SE C T I O N S A N D D E T A I L S . #1 0 S C R E W @ E A C H ST U D B O T H S I D E S SO L I D 3 3 M I L B L O C K I N G FI T B E T W E E N F I R S T & LA S T 2 B A Y S , R E P E A T I N 2 BA Y S E V E R Y 8 ' - 0 " O C NO T E : 1. P R O V I D E B R I D G I N G @ 4 8 " O C V E R T (U N O ) 2. B R I D G I N G I S N O T R E Q ' D W H E R E WA L L I S S H E A T H E D O N B O T H E D FA C E S . EX I S T R O O F F R A M I N G TO R E M A I N EX I S T M E T A L D E C K TO R E M A I N AT T A C H E X I S T M E T A L D E C K TO N E W S T L A N G L E W / # 1 2 SI M P S O N S T R O N G - D R I V E X - SC R E W S @ 6 " O C M A X CO N T L 4 X 4 X 1 / 4 CO N T 8 0 0 T 1 2 5 - 5 4 W / ( 2 ) - # 1 0 SC R E W S @ E A S T U D & 0 . 1 5 7 " Ø PA F @ 1 2 " O C , S T A G G E R E D IN T O S T L T U B E G A P ± 3 / 4 " CL T U B E E L MA T C H E X I S T M T L D E C K ST L T U B E PE R P L A N CO N T 8 " 2 1 / 2 " D E E P 1 4 G A DE F L E C T I O N T R A C K W / ( 2 ) - # 10 S C R E W S @ E A S T U D & (2 ) - 0 . 1 5 7 " Ø P A F @ 1 6 " O C IN T O S T L B E A M 80 0 S 1 6 2 - 5 4 @ 16 " O C ( T Y P ) 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) 3/ 1 6 2- 1 2 3/ 1 6 2 - 1 2 NO T E : E X I S T I N G M E T A L D E C K AS S U M E D T O B E 2 0 G A 1 1 / 2 " TY P E " B " D E C K I N G , M I N I M U M . CO N T A C T E O R F O R A L T C O N N DE T A I L S I F E X I S T I N G D E C K I S OT H E R T H A N A S S U M E D . CONT 800T125-54 W/ (2)-#10 SCREWS @ EA STUD & 0.157"Ø PAF @ 12" OC, STAGGERED INTO STL BEAM GAP ± 3/4"T/ STL BEAM EL PER ELEVATION CONT 8" 2 1/2" DEEP 14 GA DEFLECTION TRACK W/ (2)-#10 SCREWS @ EA STUD & (2)-0.157"Ø PAF @ 16" OC INTO STL BEAM800S162-54 @ 16" OC (TYP)5/8" DENSGLASS SHEATHING W/ #8 SCREWS @ 8" OC EDGE & FIELD (TYP)STL BEAM PER PLAN CO N T 8 0 0 T 1 2 5 - 5 4 W / ( 2 ) - # 1 0 SC R E W S @ E A S T U D & 0 . 1 5 7 " Ø PA F @ 1 2 " O C , S T A G G E R E D IN T O S T L T U B E T/ T U B E E L PE R E L E V A T I O N 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) 80 0 S 1 6 2 - 5 4 @ 16 " O C ( T Y P ) ST L T U B E PE R P L A N T/ B E A M E L PE R E L E V A T I O N S ST L B E A M PE R P L A N CO N T 8 " 2 1 / 2 " D E E P 1 6 G A DE F L E C T I O N T R A C K W / (2 ) - # 1 0 S C R E W S @ E A S T U D & ( 2 ) - 0 . 1 5 7 " Ø P A F @ 1 6 " O C IN T O S T L B E A M G A P ± 3 / 4 " 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) 80 0 S 1 6 2 - 5 4 @ 16 " O C ( T Y P ) EXIST ROOF FRAMING TO REMAINEXIST METAL DECK TO REMAIN CL T U B E E L MA T C H E X I S T M T L D E C K ST L T U B E PE R P L A N 80 0 S 1 6 2 - 5 4 @ 16 " O C ( T Y P ) 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) 36 2 S 1 6 2 - 3 3 T I E S @ 4 8 " O C M A X VE R T ( T Y P , UN O ) (3 ) - # 1 0 S C R E W S (T Y P ) NO T E : SEE FOR IN F O N O T S H O W N . 6/S3.2 M A X 6 " M A X 6 " T/ S T L B E A M E L PE R E L E V A T I O N 80 0 S 1 6 2 - 5 4 @ 16 " O C ( T Y P ) 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) ST L T U B E PE R P L A N 36 2 S 1 6 2 - 3 3 T I E S @ 4 8 " O C M A X VE R T ( T Y P , UN O ) (3 ) - # 1 0 S C R E W S (T Y P ) NO T E : S E E FO R IN F O N O T S H O W N . 8/ S 3 . 2 M A X 6 " M A X 6 " T/ B E A M E L PE R E L E V A T I O N S STL BEAM PER PLAN 5/ 8 " D E N S G L A S S S H E A T H I N G W/ # 8 S C R E W S @ 8 " O C E D G E & FI E L D ( T Y P ) 800S162-54 @ 16" OC (TYP)362S162-33 TIES @ 48" OC MAX VERT PE R P L A N CO N T 8 0 0 T 1 2 5 - 5 4 W / ( 2 ) - # 1 0 SC R E W S @ E A S T U D SI M P S O N S C B 4 7 . 5 @ E A S T U D W/ ( 2 ) - # 1 4 S H O U L D E R E D SC R E W S @ E A S T U D & (2 ) - 0 . 1 5 7 " Ø P A F I N T O S T L (3 ) - # 1 0 S C R E W S (T Y P ) NOTE : SEE FOR INFO NOT SHOWN.10/S3.2NOTES:1. SCREW SPACING SHALL BE 1/2" MIN.2. PAF SPACING SHALL BE 1 1/2" MIN.3. PAF WASHER DIAMETER SHALL BE 5/16" MIN. ALL PAF SHALL HAVE WASHERS.4. STUD SIZES AND PROPERTIES SHALL BE IN ACCORDANCE W/ STEEL STUD MANUFACTURERS ASSOCIATION.5. ALL MEMBERS SHALL BE GALVANIZED.This item has been electronically sealed by Timothy J. Morgan on using a digital signature.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.J .T I M O T H Y M O R P R O F ESSIONALENGINEERLICENSEFLORIDASTATE OFNo. 80481GAN LOWE STRUCTURES, INC.11651 Central Prkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: Timothy J. Morgan FL PE: 80481 370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952 SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISION DATE DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.PIER 1 IMPORTS 1071 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 TJM TJM 5/22/2020 S3.2SECTIONS & DETAILS5/22/2020 5/22/2020 SC A L E : N T S S3 . 2 1 BA C K T O B A C K S T U D S SC A L E : N T S S3 . 2 2 TR A C K S P L I C E D E T A I L SC A L E : N T S S3 . 2 3 WA L L C O R N E R D E T A I L SCALE: NTS S3.24TYP WALL CORNER DETAIL SC A L E : N T S S3 . 2 5 BR I D G I N G D E T A I L SC A L E : N T S S3 . 2 6 SE C T I O N SCALE: NTS S3.28SECTION SC A L E : N T S S3 . 2 10 SE C T I O N SC A L E : N T S S3 . 2 11 SE C T I O N SC A L E : N T S S3 . 2 7 SE C T I O N SC A L E : N T S S3 . 2 9 SE C T I O N SC A L E : N T S S3 . 2 12 SE C T I O N