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HomeMy WebLinkAboutConstruction Plans0 co VIEW #2&3 SEE SHT A-3 `o c A-2 2' 4" 3'-8" 4' 2" 4'-4" 4'-4" VIEW # 4 A-2 SEE SHT A-3 EE SHT A-3 O 1 O 1 O 6 IIII ° 0 6 �671 = _ 7 =cam © o 0 0 = 5 © B N I ® 7' 1/2' _ m 3— ® O/ A-2 s 9 4 � oIIIN ° �Io �o 3 5 D A ® Z A-2 A-2 Q ® / KEYNOTES FLOOR PLAN RAILING DATA 1i4" = r-o" 34" HGT RAILING ON TREADS 36" HGT ON LANDING & LANDING RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED HORIZ. OR VERT. PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W/ A MAX 0 OF 4" AS PER F.R.C. R312.1.3 ALL HANDRAILS SHALL COMPLY W/ F.R.B.R. R311.7 HANDRAIL GRIPS SHALL COMPLY W/ S.F.B.R. R311.7.8.3 STAIR DATA 5 RISERS AT 711EA 4 TREADS AT 10" EA 2 TREX BDS CUT TO FIT 2 x 6 P.T. WOOD O LEDGER W/ Y2" WEDGE BOLTS AT 24" O.C. STAGGERED W/ A 4" EMBED 1-2 x 6 P.T. WOOD 61, LEDGER BD W/ 5/" x 6" BACK O THRU BOLTS INTO 4 x 4 P05T O2-8" x 16" CONC BLOCK ON TOP OF EA OTHER W/ CELLS FILLED W/ CONC ® 4 x 4 WOOD POST © 2 x 6 P.T. WOOD JST 2'-0" MAX © 2-2 x 6 P.T. WOOD BEAM © OMIT ® PVC RAILING O EXIST STAIRS TO BE REMOVED AND NEW INSTALLED W/ 34" HGT RAILING ON TREADS AND 36" HGT AT LANDING N.A. 42" x 48" ACCESS DOOR IN THE SIDE OF THE WALL AT LANDING (� SIMPSON SKEWED HANGER L55J28LZ W/ 5-.048 x 3" NEW 2 x 4 P.T WOOD STUDS @ 16" O.C. W/ A %4' P.T. PLWYD SIDING ON THE DECK SIDE NEW 2 x 4 P.T WOOD STUDS ® @ SEE PLAN FOR LOCATION UNDER DECKING THE STRUCTURAL SYSTEM FOR THE BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE 6 TH EDITION 2017 FLORIDA BUILDING CODE 2017 THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPH AS PER ASCE 7-10 RISK CATT.11 EXPOSURE " C " W a W � zc � z 3 M a W6 w It, 0 A v IV ° i Fy C P, to * �? P, Coll kn 4t CL Q �I W �••� O o o W w ICI oc F" O az O w ® x W O O �j Q z � p � O a W v f� W � z M!fl SETIP a Pir MONI >iDeS LSJ4Sf. 1 2 (p I c�2 lJE REVIEWED FORo CODE COMPLIANN ST. LUCIE COUNT BOCC 112�iZ( III/Np� M C Nd �O• �TqT (V�� � I V r_ \ 11 P.T. 2 x 6 WOOD LEDGER W/ %" WEDGE BOLTS AND WASHFRS W/ CELLS FILLED W/ CONC EXIST SEA WALL SECTION " A " EXIST FIN FLOOR EXIST FRAMED WALL P.T. 2 x 6 WOOD LEDGER W/ SIMSON LU 26 JST HANGER W/ 6 - 5D9 112 SCREWS INTO BEAM AND 4-SD9 112 SCREWS INTO JST - P.T. 2 x 6 WOOD LEDGER W/ Y2" WEDGE BOLTS AND WASHERS 4" EMBED & SIMSON LU 26 J5T HANGER W/ 6 - SD9 112 SCREWS INTO BEAM AND 4-SD9 112 SCREWS INTO JST 2- GALV SIMPSON META 24 STRAPS PER BLOCK IN CONC W/ 9-10d NAILS IN BEAM EXIST CONC SLAB 2-2 x 4 TOP PL in VINYL SIDING ON Y2" CDX PLYWD W/ 1-1/2" RING SHANK NAILS AT 6" AT EDGE AND 8" IN FIELD SIDING ATTACHMENT 1-1/2" GALV. NAILS W/ Y8" 0 SHANKS 2 x 2 VINYL POST AND %" 0 HEADS 6 PER SHINGLE 0 2 X 4 P.T. WOOD a 2-2 x 4 TOP PL STUDS @ 16" O.C. P.T. 2 x 6 WOOD LEDGER W/ Y2" WEDGE BOLTS AND WASHERS 4" EMBED & SIMSON LU 26 JST HANGER W/ 6 - 5D9 112 SCREWS INTO BEAM AND — 4-509 112 SCREWS INTO JST 1" x 6" TREX BDS EXIST CONC SLAB 2-8" x 16" CONC BLOCK W/ CELLS FILLED W/ C EXIST CONC WALL SECTION " B it 3/4" = 1'-0" - 2 x 6 WOOD BDS@ 24" J.C. ANCHOR 2X4 P.T. PL TO CONC. SLAB W/ Y22Ito X Oil SIMPSON S 24 TRAP 3" EMBED INTO SLAB 1 x TREX @ EA BEAMW/ WEDGE BOLTS @ 20" .WITH 3" x 3/4" WASHERS RISER CUTT TO FIT 5PH-4 SIMPSON ANCH Z PROVIDE ADDITIONAL BOLTS 6" MAX o W/ 10-10d x 1%2' INTO 5 run FROM OPENINGS AND CORNERS P.T.2x4W W/ 33/2 x 4" EMBED INTO EXIST SLAB 3 6 -' AT EA END 00 2-2 x 12 P.T. WOOD STRINGER 42" x 48" ACCESS D R EXIST STEPS BEYOND IN THE SIDE OF TH WALL ;;i: ;r,;:; P///z/j AT LANDING :.: EXIST CONC SLAB <• P.T. 2 x 6 WOOD LEDGER W/ Y2" WEDGE BOLTS AND WASHERS 2-8" x 16" CONC BLOCK ON TOP OF EA OTHER 4" EMBED & SIMSON LU 26 JST HANGER — W/ CELLS FILLED W/ CONC W/ 6 - 5D9 112 SCREWS INTO BEAM AND 4-509 112 SCREWS INTO JST SECTION ii C 'I EXIST CONIC WALL 3/" _ I. -Oil 4 SIMPSON HTS 16 STRAP @ EA BEAM VINYL SIDING ON 3/4' P.T. COX PLYWD W/ 1-1/2" RING SHANK NAILS AT 6" AT EDGE AND 8" IN FIELD SIDING ATTACHMENT 1-1/2" GALV. NAILS W/ Y8' 0 SHANKS AND %" 0 HEADS 6 PER SHINGLE P.T. 2 x 8 WOOD LEDGER W/ SIM50N LUS 28 W/ 6 - .162 x 3 Y2' NAILS 1" x 6" TREX BUS EXIST LEDGE OF SEA WALL EXIST SEA WALL SECTION " D it Y/4'1 = V-0" EXIST FIN FLOOR 2-2 x 4 TOP PL EXIST FRAMED WALL 2 X 4 P.T. WOOD STUDS @ 16" O.C. EXIST CONC SLAB ONpL JN i -zt M �c N � awN N wiz � � x N � w E-+ W W r zo M .a r a fOIN L71 O A fin COP) � O W U z �/lllllll�� VIEW #2 VIEW #3 0% 1 r f 1 FAI A 1 `c 00 04 'Y wwc cl N � w 96o O P4 A; r. kc Zit 96, az z C) 0 C) LM