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1071 Atlantic Blvd COMM20-0023 2nd submittal 3 of 3 structural dwgs_1DE S I G N C R I T E R I A 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 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 -T I 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 a = 9'-0"NOTES:1. TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE.2. POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING.3. SEE DIAGRAMS FOR ZONE LOCATIONS.4. ALL PRESSURES SHOWN IN ARE ULTIMATE PRESSURES.4ZONE10 SFWALLS 100 SF 5 0 0 S F -43.4 - 3 7 . 4 - 3 3 . 2 ALL 40.0 34.0 2 9 . 8 5 -53.6 - 4 1 . 6 - 3 3 . 2 COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF)WALLS (GENERIC BUILDING SHOWN)55 4T/ROOF a a NA I L I N G R E Q U I R E M E N T S F O R WA L L S H E A T H I N G NO T E : W A L L S H E A T H I N G S H A L L B E S T A G G E R E D A S S H O W N WI T H L O N G D I R E C T I O N O F S H E A T H I N G T R A N S V E R S E T O W A L L ST U D S . WA L L S T U D S SC R E W S T O I N T E R M E D I A T E SU P P O R T I S 8 " O C M A X , U N O 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 EX I S T I N G W A L L F R A M I N G A S S U M E D TO B E 2 X 6 W A L L S T U D S @ 1 6 " O C MA X . G C T O C O N T A C T E O R F O R A L T DE T A I L I F E X I S T I N G C O N D I T I O N S AR E O T H E R T H A N A S S U M E D . EX I S T I N G S T O R E F R O N T TO R E M A I N CO N T 3 6 2 T 1 2 5 - 4 3 W / ( 2 ) - # 1 0 SC R E W S @ E A J O I S T & ( 3 ) - # 10 x 3 " S C R E W S @ E A E X I S T WA L L S T U D CO N T 3 6 2 T 1 2 5 - 4 3 W / ( 2 ) - # 1 0 SC R E W S @ E A J O I S T & ( 2 ) - # 10 x 3 " S C R E W S @ E A E X I S T WA L L S T U D CO N T 6 0 0 T 1 2 5 - 4 3 W/ ( 2 ) - # 1 0 S C R E W S @ E A S T U D EX I S T I N G B E A M TO R E M A I N CE I L I N G BY O T H E R S 36 2 S 1 6 2 - 4 3 J O I S T @ 1 6 " O C SI M P S O N S C B 4 5 . 5 @ E A S T U D W / (2 ) - # 1 4 S H O U L D E R E D S C R E W S IN T O E A S T U D & ( 2 ) - # 1 2 X 3 " SC R E W S I N T O T R U S S B O T T CH O R D CO N T 3 6 2 T 1 2 5 - 4 3 W / ( 2 ) - # 1 0 SC R E W S @ E A J O I S T & # 1 0 x 3 " SC R E W S @ 1 2 " O C I N T O E X I S T TR U S S B O T T C H O R D 36 2 S 1 6 2 - 4 3 J O I S T @ 1 6 " O C AT T A C H E A J O I S T T O IN T E R M E D I A T E T R U S S CH O R D W / ( 2 ) - # 1 0 x 3 " 5/ 8 " D E N S G L A S S SH E A T H I N G W / # 6 S C R E W S @ 8 " O C E D G E & F I E L D (4 ) - # 1 0 S C R E W S SI M P S O N S C B 4 5 . 5 @ E A S T U D W / (2 ) - # 1 4 S H O U L D E R E D S C R E W S IN T O E A S T U D & ( 2 ) - # 1 2 X 3 " SC R E W S I N T O T R U S S B O T T CH O R D 60 0 S 1 6 2 - 5 4 ST U D S @ 1 6 " O C EX I S T I N G T R U S S TO R E M A I N CO N T 6 0 0 T 1 2 5 - 4 3 W/ ( 2 ) - # 1 0 S C R E W S @ E A S T U D EX I S T R O O F F R A M I N G TO R E M A I N ( T Y P ) EX I S T I N G W A L L F R A M I N G A S S U M E D TO B E 2 X 6 W A L L S T U D S @ 1 6 " O C MA X . G C T O C O N T A C T E O R F O R A L T DE T A I L I F E X I S T I N G C O N D I T I O N S AR E O T H E R T H A N A S S U M E D . 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SC R E W S P A C I N G S H A L L B E 1 / 2 " M I N . 2. PA F S P A C I N G S H A L L B E 1 1 / 2 " M I N . 3. PA F W A S H E R D I A M E T E R S H A L L B E 5 / 1 6 " M I N . AL L P A F S H A L L H A V E W A S H E R S . 4. ST U D S I Z E S A N D P R O P E R T I E S S H A L L B E I N AC C O R D A N C E W / S T E E L S T U D MA N U F A C T U R E R S A S S O C I A T I O N . 5. AL L M E M B E R S S H A L L B E G A L V A N I Z E D . 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 7/16/2020 S0.1GENERAL NOTES & DESIGN CRITERIA7/16/2020 7/16/2020 SCALE: NTS S0.11COMPONENT & CLADDING DETAIL SC A L E : N T S S0 . 1 2 DE T A I L SC A L E : N T S S0 . 1 3 SE C T I O N SC A L E : N T S S0 . 1 4 SE C T I O N SC A L E : N T S S0 . 1 5 TR A C K S P L I C E D E T A I L S1 . 1 2 EL E V A T I O N A 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 ) EX I S T I N G W O O D T R U S S EX I S T B E A M EX I S T B E A M EX I S T B E A M EX I S T B E A M EX I S T B E A M EX I S T B E A M 4 S0 . 1 4 S0 . 1 3 S0 . 1 60 0 S 1 6 2 - 5 4 W A L L ST U D S @ 1 6 " O C (T Y P ) ED G E O F EX I S T R O O F (T Y P ) 5/ 8 " D E N S G L A S S SH E A T H I N G W / # 6 S C R E W S @ 8 " O C E D G E & F I E L D 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 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 EL E V A T I O N O F 1 0 0 ' - 0 " . C O O R D A C T U A L E L E V A T I O N W / E X I S T I N G & AR C H . 5. 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 . S0 . 1 1/ S 0 . 1 5/ S 0 . 1 B/ EXIST TRUSS EL = 111'-5" FIELD VERIFY EX I S T I N G C O L TO R E M A I N ( T Y P ) F I E L D V E R I F Y ± 9 ' - 3 3 / 4 " F I E L D V E R I F Y ± 9 ' - 5 1 / 2 " V E R I F Y ± 1 ' - 4 " F I E L D 4 S0 . 1 4 S0 . 1 4 S0 . 1 EX I S T B E A M EX I S T B E A M EX I S T B E A M EX I S T B E A M 36 2 S 1 6 2 - 4 3 J O I S T S @ 1 6 " O C B E Y O N D (T Y P ) EX I S T I N G TR U S S B E Y O N D TO R E M A I N 36 2 S 1 6 2 - 4 3 J O I S T S @ 1 6 " O C ( T Y P ) 5/ 8 " D E N S G L A S S SH E A T H I N G W / # 6 SC R E W S @ 8 " O C E A W A Y EX I S T R O O F FR A M I N G T O RE M A I N ( T Y P ) 60 0 S 1 6 2 - 5 4 ST U D S @ 1 6 " O C (T Y P ) EX I S T B E A M S TO R E M A I N (T Y P ) 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 7/16/2020 S1.1PARTIA ROOF FRAMING PLAN & ELEVATION5/22/2020 5/22/2020 SC A L E : 1 / 8 " = 1 ' - 0 " S1 . 1 1 PA R T I A L R O O F F R A M I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " S1 . 1 2 EL E V A T I O N A