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2341 W Oceanwalk Dr RESO21-0060 Structural Engineering RevisionS 1 . 0 S T R U C T U R A L P L A N D E C K F R A M I N G N O T E S : B E A M F R A M I N G 1 . A L L B E A M S T O B E 2 x 1 2 N o . 2 P T , U N O 2 . A L L B E A M S T O B E C O N T . A N D S H A L L O N L Y B E S P L I C E D A T P O S T L O C A T I O N S 3 . B E A M T O P O S T C O N N E C T I O N S P E R P L A N D E C K F R A M I N G 4 . A L L F L O O R J O I S T T O B E 2 x 8 N o . 2 S Y P P T @ 2 4 " O C 5 . F A S T E N A L L F L O O R J O I S T T O B E A M S B E L O W W / ( 3 ) 1 0 d T O E - N A I L S 6 . F A S T E N A L L D E C K J O I S T T O L E D G E R W / L U S 2 8 7 . P R O V I D E C O N T . 2 x 8 N o . 2 S Y P P T R I M B O A R D @ E N D O F J O I S T S & F A S T E N W / ( 3 ) 1 0 d @ E A C H J O I S T B E A M F A S T E N I N G 8 . F A S T E N B E A M S T O G E T H E R W / ( 3 ) R O W S 1 0 d @ 1 2 " O . C . S T A G G E R E D . W A T E R P R O O F I N G 9 . D E S I G N A N D I N S T A L L A T I O N O F A L L W A T E R P R O O F I N G ( H Y D R O S T O P O R S I M I L A R ) , F L A S H I N G A R E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . W O O D F R A M I N G 1 . A L L W O O D A N D W O O D - B A S E D P R O D U C T S H A S B E D E S I G N E D I N A C C O R D A N C E W I T H N D S F O R W O O D C O N S T R U C T I O N A N D N D S S U P P L E M E N T ( 2 0 1 8 ) 2 . A L L S T R U C T U R A L S A W N L U M B E R A N D E N G I N E E R E D W O O D P R O D U C T S H A L L B E I D E N T I F I E D B Y G R A D E M A R K O F A N A C C R E D I T E D L U M B E R G R A D I N G O R I N S P E C T I O N A G E N C Y 3 . A L L S T R U C T U R A L W O O D O R W O O D - B A S E D M E M B E R S I N C O N T A C T W I T H S O I L , C O N C R E T E , M A S O N R Y , O R E X P O S E D T O W E A T H E R S H A L L B E P T A C C O R D I N G T O A W P A U 1 A N D / O R A W P A M 4 , B A S E D O N I N T E N D E D U S E . 4 . R E F E R E N C E F B C 2 3 0 4 . 1 0 . 1 F O R C O D E P R E S C R I B E D C O N N E C T I O N S . A L L F R A M I N G C O N N E C T I O N S S P E C I F I E D O N P L A N A R E I N A D D I T I O N T O T H E S E M I N C O D E R E Q U I R E M E N T S GENERAL NOTES120(ULT)/ 93(ASD)BOPENRESIDENTIALIINO DESIGN CRITERIATHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 7TH EDITION (2020) - FLORIDA BUILDING CODE - EXISTING, 7TH EDITION (2020)- ASCE/SEI 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATION LEVEL IIFLOOR LOADING(Cd = 1.00)LIVE LOADDEAD LOADDEFLECTION CRITERIAFLOOR: LLL/360TLL/240 ALL AREAS 40psf10psf CONCRETE1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDAN C E W I T H A C I 3 1 8 " B U I L D I N G CODE REQUIREMENTS FOR STRUCTURAL CONCRET E A N D C O M M E N T A R Y " ( 2 0 1 4 ) 2. MIXING AND DELIVERY OF CONCRETE SHALL COMP L Y W I T H A C I 3 1 8 , A C I 3 0 1 , A N D ASTM C94. CONCRETE SLUMP NOT TO EXCEED 6" IN A C C O R D A N C E W I T H A S T M C 1 4 3 3. CONCRETE SHALL HAVE A MIN COMPRESSIVE STRE N G T H ( f ' c ) 2 , 5 0 0 p s i A T 2 8 D A Y S 4. STEEL REINFORCING FOR FOOTINGS SHALL COMPL Y W I T H A S T M A 6 1 5 D E F O R M E D BARS AND HAVE A MIN YIELD STRENGTH OF 40,000 p s i ( G R A D E 4 0 ) 5. SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDI T I O N A L C O N C R E T E A N D R E I N F REQUIREMENTS AND SPECIFICATIONSSOILS1. ALL FOOTINGS HAVE BEEN DESIGNED ASSUMING N O N - E X P A N S I V E S O I L W I T H A MIN ALLOWABLE SOIL CAPACITY OF 2,000 psf2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR T O O B T A I N A S O I L S INVESTIGATION REPORT FROM A LICENSED GEOTE C H N I C A L E N G I N E E R A N D SHALL NOTIFY EOR IF ANY SOIL CONDITIONS DIFFE R F R O M T H E A S S U M P T I O N S STATED ON THIS PLAN SET3. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURB E D N A T U R A L S O I L S O R STRUCTURAL COMPACTED FILL FREE OF ORGANIC S , D E B R I S O R A N Y O T H E R DELETERIOUS MATERIAL.4. STRUCTURAL COMPACTED FILL SHALL BE COMPAC T E D T O A D E N S I T Y O F A T LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM D R Y D E N S I T Y . A L L F I L L GREATER THAN 12" IN DEPTH SHALL BE INSPECTED F O R P R O P E R C O M P A C T I O N PRIOR TO CONCRETE POUR IN ACCORDANCE WITH A S T M D 1 5 5 7 5. SOILS SHALL BE TREATED FOR SUBTERRANEAN TE R M I T E S O R B Y O T H E R C O D E APPROVED TERMITE PREVENTION METHOD AND IS T H E R E S P O N S I B I L I T Y O F T H E CONTRACTOR. F O O T I N G S C H E D U L E 1 6 " x 1 6 " x 1 2 " D E E P W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 E W F 1 6 F O U N D A T I O N N O T E S : S E E C O N C R E T E A N D S O I L G E N E R A L N O T E S F O R A L L A D D I T I O N A L S P E C I F I C A T I O N S . C O N C R E T E F O O T I N G S 1 . M I N I M U M C O M P R E S S I V E S T R E N G T H f ' c = 2 , 5 0 0 p s i A T 2 8 D A Y S 2 . S E E F O U N D A T I O N D E T A I L S F O R F O O T I N G T H I C K N E S S , W I D T H A N D R E I N F R E Q U I R E M E N T S 3 . R E I N F S H A L L B E M I N G R A D E 4 0 A N D L A P P E D A S F O L L O W S : 3 . 1 . N o . 4 ( 4 8 ) B A R D I A M E T E R S M I N 2 4 " L A P 3 . 2 . N o . 5 ( 4 8 ) B A R D I A M E T E R S M I N 3 0 " L A P M E T A L C O N N E C T O R S C H E D U L E S I M P S O N U S P C O N N E C T I O N A T M E M B E R A N C H O R A G E A B U 6 6 Z Z P A U 6 6 ( 1 2 ) 1 6 d C O M M O N 5 8 " Ø A N C H O R W / 7 " E M B E D L U S 2 8 - - ( 4 ) 1 6 d C O M M O N ( 6 ) 1 6 d C O M M O N G E N E R A L N O T E S Scale: 1/4"=1'-0"FOUNDATION & BEAM LAYOUT0.1Scale: 1/4"=1'-0"DECK FRAMING PLAN1.0 A 1 A 2 B 1 B 2 (2) 2x12 N O T E S : 1 . A L L C O N N E C T O R S S P E C I F I E D P E R S I M P S O N S T R O N G - T I E " W O O D C O N S T R U C T I O N C O N N E C T O R S " C A T A L O G ( 2 0 1 9 - 2 0 2 0 ) & U S P " S T R U C T U R A L C O N N E C T O R S , " 5 9 T H E D I T I O N ( 2 0 1 9 ) 2 . A L L C O N N E C T O R S T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 3 . A N Y C O N N E C T O R S N O T S P E C I F I E D I N T A B L E A B O V E , S H A L L B E I N S T A L L E D P E R T H E M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 4 . P L A N S P E C I F I E D C O N N E C T O R S M A Y B E S U B S T I T U T E D W / E Q U A L O R G R E A T E R A L T E R N A T I V E A S D E T E R M I N E D B Y P R O D U C T M A N U F A C T U R E R 5 . A L L P O S T - I N S T A L L E D A N D E M B E D A N C H O R S I N C O N C R E T E S H A L L B E I N S T A L L E D W / S I M P S O N S E T - X P , A T - X P , O R E Q U I V A L E N T 6 . F A S T E N E R S , C O N N E C T O R S , A N D A C C E S S O R I E S I N C O N T A C T W I T H P T W O O D 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 S T E E L O R S T A I N L E S S S T E E L I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S 7 . I F F O R E X T E R I O R U S E O R W I T H A C Q / C A / M C A T R E A T E D W O O D , C O N N E C T O R S & F A S T E N E R S 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 , G - 1 8 5 ( Z - M A X ) , O R S T A I N L E S S S T E E L ±47'-6" ±21'-0" ±21'-0"8'-3"7'-9" 8'-0"7'-9" 2x8 FLOOR JOIST @ 24" OC, TYP2x8 FLOOR JOIST @ 24" OC, TYP2x8 FLOOR JOIST @ 24" OC, TYP 6x6 No.2 SYP PTPOST, (17) TOTALAS SHOWN (2) 2x12(3) 2x12(3) 2x12(2) 2x12 ( 2 ) 2 x 1 2 (2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12(2) 2x12 ( 2 ) 2 x 1 2 6x6 No.2 SYP PTPOST, (17) TOTALAS SHOWN (17) TOTAL F16 D E S C R I P T I O N D A T E S H E E T N U M B E R R E V I S I O N S 13241 BARTRAM PARK BLVD #601 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 P R O J E C T N U M B E R D E S I G N E D R E V I E W E D S H E E T N A M E A D A M K . R U S S E L L , P E F L L I C E N S E N O . 7 7 6 9 3 RAINIER, INC (904) 451-7212 WWW. RAINIER-INC.COM 0 8 - 2 4 - 2 0 2 1 B D P B C B 2 1 - 0 3 4 6 DUVAL COUNTYJACKSONVILLE, FL 322332341 OCEANWALK DRIVE WEST SMITH DECK EXISTING FOUNDATIONTO REMAIN2x8 No.2 SYP PT LEDGER, FASTEN TOEXISTING FOUNDATION W/ (2) ROWS14"Ø x 314" LONG TAPCONS @ 24" O.C. , STAGGERED B E A M P E R P L A N E A C H F R O N T B E A M T O P O S T W / ( 2 ) 1 2 " Ø T H R U - B O L T S W / N U T & W A S H E R , T Y P 6 x 6 P O S T P E R P L A N , C O N T . F R O M F O U N D A T I O N T O H A N D R A I L W H E R E A P P L I C A B L E N U T A N D W A S H E R M A Y B E C O U N T E R B O R E D A S N E E D E D H A N D R A I L P O S T D E T A I L , T Y P B1S1.0 TYP @ HANDRAILPOST, (6) TOTAL 2x8 No.2 SYP PT LEDGER, FASTEN TOEXISTING FOUNDATION W/ (2) ROWS14"Ø x 314" LONG TAPCONS @ 24" O.C.,STAGGERED 1 6 " W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 D E C K I N G B Y C O N T R A C T O R F L O O R B E A M P E R P L A N 6 x 6 P T P O S T P E R P L A N P O S T T O F T G W / A B U 6 6 Z F . F . E ± 2 4 " G R A D E 0 ' - 0 " S P L I C E J O I S T S @ I N T E R M E D I A T E B E A M L O C A T I O N E A C H B E A M T O P O S T W / ( 2 ) 1 2 " Ø T H R U - B O L T S W / N U T & W A S H E R , T Y P D E C K J O I S T P E R P L A N 1 6 " W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 MIN 12" BELOW GRADE MAX 4" D E C K I N G B Y C O N T R A C T O R 6 x 6 P T P O S T P E R P L A N P O S T T O F T G W / A B U 6 6 Z F . F . E 2 4 " ± G R A D E 0 ' - 0 " E A C H B E A M T O P O S T W / ( 2 ) 1 2 " Ø T H R U - B O L T S W / N U T & W A S H E R , T Y P D B L E N D D E C K J O I S T P E R P L A N 1 6 " W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 MIN 12" BELOW GRADE MAX 4" D E C K I N G B Y C O N T R A C T O R 6 x 6 P T P O S T P E R P L A N P O S T T O F T G W / A B U 6 6 Z F . F . E 2 4 " ± G R A D E 0 ' - 0 " N O T C H 6 x 6 P O S T T O P R O V I D E F U L L B R G F O R ( 1 ) P L I E S O F B E A M E A C H B E A M T O P O S T W / ( 2 ) 1 2 " Ø T H R U - B O L T S W / N U T & W A S H E R , T Y P D E C K J O I S T S P E R P L A N ( 2 ) 2 x 1 2 E N D B E A M P E R P L A N K N E E B R A C E D E T A I L - J O I S T P E R P E N D I C U L A R K N E E B R A C E D E T A I L - J O I S T P A R A L L E L I N T E R M E D I A T E P O S T C O N N E C T I O N A1S1.0 A1S1.0 A 2 S 1 . 0 B2S1.0 TYP @ CORNERPOST T Y P @ C O R N E R P O S T ( 2 ) 2 x 8 E N D J O I S T (2) 2x8 ENDJOIST ·BEAM TO BEAR ONEXISTING HOUSE FTG.·FASTEN TO LEDGERW/ (4) 10d TOE NAILS 12" LONG 2x8 No.2 SYP PTLEDGER, FASTEN TO EXISTINGFOUNDATION W/ (4) 14"Ø x 314"LONG TAPCONS EVENLY SPACED E X I S T I N G F O U N D A T I O N T O R E M A I N 0'-3"6'-9"6'-11"10'-0"10'-1"8'-0" 5 ' - 3 1 2 " 0 ' - 3 " ±13'-10"±33'-8"±4'-912"A1S1.0 A1S1.0 A 2 S 1 . 0 S1.0 B2TYP @ CORNERPOST T Y P @ C O R N E R P O S T 1 . E O R A S S U M E S N O R E S P O N S I B I L I T Y F O R T H E S T R U C T U R A L I N T E G R I T Y O F T H E E X I S T I N G S T R U C T U R E . S H O U L D O W N E R / C O N T R A C T O R F I N D A R E A S O F C O N C E R N S I N T H E E X I S T I N G S T R U C T U R E , C O N T A C T E O R . 2 . D O N O T S C A L E O R D I M E N S I O N F R O M T H E S E D R A W I N G S . S H O U L D A D I M E N S I O N B E U N C L E A R , C O N T A C T O W N E R F O R A P P R O V A L . 3 . C O N T R A C T O R T O P R O V I D E T E M P O R A R Y S H O R I N G A S R E Q U I R E D T O S U P P O R T E X I S T I N G F R A M I N G U N T I L A L L N E W S T R U C T U R A L M A T E R I A L S A N D C O N N E C T I O N S A R E I N P L A C E A N D I N S P E C T E D . * * N O T E S * * 5'-0" 0'-3" 0'-3" C O N T . 2 x 8 R I M B O A R D 2x8 No.2 SYP PT RIM BOARD,FASTEN TO EACH FLOORJOIST W/ (3) 10d T H I S I T E M H A S B E E N D I G I T A L L Y S I G N E D A N D S E A L E D B Y A D A M K . R U S S E L L , P E O N U S I N G A D I G I T A L S I G N A T U R E . P R I N T E D C O P I E S O F T H I S D O C U M E N T A R E N O T C O N S I D E R E D S I G N E D A N D S E A L E D . 0 8 - 2 4 - 2 0 2 1 (2) 2x12STEPS TO GRADEBY BUILDERSTEPS TO GRADEBY BUILDER MIN 12" BELOW GRADE MAX 4" P R O V I D E ( 1 ) 2 x 4 B L O C K B E L O W E A C H B E A M P L Y . F A S T E N E A C H S T U D T O G E T H E R & T O P O S T W / ( 4 ) 1 0 d P R O V I D E ( 1 ) 2 x 4 B L O C K B E L O W E A C H B E A M P L Y . F A S T E N E A C H S T U D T O G E T H E R & T O P O S T W / ( 4 ) 1 0 d DESCRIPTION ACCOUNT QTY PAID PermitTRAK $50.00 RESO21-0060 Address: 2341 W OCEANWALK DR APN: 169463 1066 $50.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 TOTAL FEES PAID BY RECEIPT: R17118 $50.00 Printed: Tuesday, September 14, 2021 9:21 AM Date Paid: Tuesday, September 14, 2021 Paid By: Rainier Inc Pay Method: CREDIT CARD 511853499 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17118