HomeMy WebLinkAboutS R2 21-103A Contender Boats Rev2 DSIGNED 08.05.21 LEGENDWINDOW & DOOR DESIGN PRESSURES (PSF)(TYPICAL AS SHOWN) SEE COMPONENT &CLADDING PRESSURES FOR DISTANCES OFEND ZONES FOR EACH BUILDINGD - DOORW - WINDOWOHD - OVERHEAD DOORCOLUMN AS SHOWN, SEE SCHEDULEMETAL BUILDING MANUFACTURER/DESIGNER+PSF -PSFS1NOTES:1. ALL ELEVATIONS REFER TO TOP OF MAIN FLOOR SLAB @ +0'-0" U.O.N. (ACTUAL ELEVATION AS PER SURVEY).2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK.3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED).4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN.5. S.C.: DENOTES 1/8" WIDE x 14 x (T) DEEP SAW CUTS IN SLAB ON GRAD AS SHOWN IN PLAN AND SHALL BE MADE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE.6.I.J. : DENOTES 12" ISOLATION JOINT FILL WITH 12" x 6" DECK -O- FOAM PREFORMED EXPANSION JOINT FILLER BY W.R. MEADOWS7.C.J.:DENOTES CONSTRUCTION JOINTS WITH #5 SMOOTH BAR x 24" AT 24" o.c. WITH SIKA SPEED DOWEL SYSTEM. CONTRACTOR TO SUBMIT C.J. JOINT LAYOUT FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION.116" = 1'-0"FOUNDATION PLANM.B.M.12456789101112JIHGFEDCBA20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"48'-0"180'-0"121'-3"349'-3"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"40'-0"440'-0"480'-0"340'-0"NEW 6" CONCRETE TOPPING SLAB w/FIBERMESH AS PER SPECS OVER (2) LAYERSOF 6 MIL VAPOR BARRIER ON EXIST.CONCRETE SLAB (TYPICAL, SHADED ASSHOWN) TOP/SLAB @ +0'-6"NEW CEILING FANS TOBE HUNG FROM EXIST.RIGID FRAME AS SHOWNWT. = 500# (TYP. x 4)REMOVE EXIST. OHD's & INFILL OPENING AROUNDNEW EXHAUST FANS BETWEEN EXIST. DOOR FRAMEAS PER TYPICAL WALL VENT FRAMING (TYP. x 4)EXIST.(4) DOCK LEVELERS TO REMAIN& STEEL PLATES WELDED SHUTNEW MEZZANINE, SEE MEZZANINEFOUNDATION & FLOOR PLANSFOR INFORMATION NOT SHOWNEXIST. RIGID METAL FRAME STRUCTURESTO REMAIN (TYPICAL AS SHOWN U.O.N.)12'-0" CLR.
40'-0"11'-0"AS-3±3'-6"NEW 4' x 4' EXHAUST FANSIN EXIST. DOOR OPENING(TYPICAL x 4 AS SHOWN)(3)NEW 4' x 4' EXHAUST FAN OPN'GSTHIS WALL LOCATE BETWEEN EXIST.Z-GIRTS, REMOVE PANELS AS NEEDED& INFILL OPENING AROUND NEW FANAS PER TYPICAL WALL VENT FRAMINGNEW 16'-0" WIDE x 14'-0" HIGH OHDSEE DETAIL ON S5 FOR FRAMINGEXIST. COLUMN &PIER TO REMAINREMOVE EXISTING CMU STEMWALL & UPPER SLAB AS NEEDEDFOR NEW LAYOUT & POOL ASSHOWN, REPLACE w/ SLAB ASPER CONCRETE SLAB NOTEWF-32WF-32 TOP/SLAB +4'-0"REINF. CONCRETE TEST POOLWALL & SLAB, SEE SECTION8" H x 12" W CONC. CURB ALLAROUND POOL, SEE SECTIONABANDON DRAINS, REMOVE &REPLACE 6" THICK CONC. SLAB@ DRAINS AS SHOWN UNDERNEW 6" TOPPING SLAB (TYP. x 6)SAW CUT EXIST SLABS ALONGEXIST JOINTS15'-0"15'-0"EXIST. WALLS & ROOFSLABS TO REMAIN(TYPICAL WHERE SHOWN)NEW VACUUM UNITS (TYP. x 6 WHERE SHOWN)PLACE UNIT'S 36"Ø EXHAUST STACK BETWEEN EXIST.8" x 26" COLUMNS AS SHOWN, REMOVE EXIST.CMU WALL AS NEEDED TO PLACE STACK, REMOVE& REPLACE EXIST. WALL PANELS TO ALLOW HORIZ.GIRTS TO BE REINFORCED AS REQUIRED BYVENTILATION MFG. TO RESIST EXHAUST STACKREMOVE EXIST. CURB @ NEWFAN LOCATIONS AS NEEDED FORNEW 6" CONC. TOPPING TO BEPOURED AGAINST EXIST. WALL44'-0"LIFT (TENTATIVE)34'-0"86'-7"8"BS-3TSE-12 (TYP.ALL AROUND)F-1NEW INTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.INTERIOR STEEL STAIR DETAILNEW EXTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.EXTERIOR STEEL STAIR DETAILCS-320'-0"28'-0"KLMNOPQ53'-0"80'-0"347'-0"131415NEW INTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.INTERIOR STEEL STAIR DETAILEXIST. DOCK LEVELERS TO EITHER BEINFILLED w/ CONCRETE OR REMAIN &WELDED SHUT AS INDICATED IN PLANNEW CHAIR LIFTSEE ARCHITECTNEW RESIN TANKS, SEE RESINTANK CONTAINMENT WALL &SLAB PLAN ON SHEET S-415'-0"6'-0"6'-0"
21'-3"25'-0"25'-0"25'-0"25'-0"5'-8"S.C.S.C.S.C.S.C.S.C.S.C.S.C.S.C.S.C.S.C.
S.C.
S.C.S.C.S.C. (TYP. x 5 AS SHOWNEACH SIDE OF POOL)#4 x 24" DOWELS @ 24"o.c.w/ 4" EPOXY EMBED. @ SIDESNEW 6" CONCRETE SLAB ON GRADE w/FIBER MESH ON 6 MIL VAPOR BARRIERON TREATED COMPACTED FILL (TYPICALAS SHOWN) TOP/SLAB TO MATCH EXIST.S.C.
S.C.
S.C.
6'-0" (TYP.)
6'-0" (TYP.)REMOVE EXIST. CURB @ NEWFAN LOCATIONS AS NEEDED FORNEW 6" CONC. TOPPING TO BEPOURED AGAINST EXIST. WALLNEW 6" CONC. RAMP SLAB ONGRADE w/ #4 HK DOWELS @ 12" o.c.w/ 24" EMBEDMENT (SW) & 12" o.c.(LW) ON TREATED COMPACTED FILL,SLOPE 1:12, (TYP. WHERE SHOWN)TSE-12 ALL AROUNDTSE-12 ALL AROUNDTSE-12 ALLAROUNDTSE-8 ALLAROUNDTSE-12 ALL AROUNDTSE-8 ALLAROUNDTSE-12 ALL AROUND18'-0"60'-0"+25 -31OHDAS-5±3'-6" (FIELD VERIFY)EXIST. COLUMN &PIER TO REMAIN#4 x 24" DOWELS @ 24"o.c.w/ 4" EPOXY EMBED. @ SIDES8"S.C.
S.C.
S.C.12" ISOLATION JOINTS INNEW TOPPING SLABAROUND EXIST. COLUMNS& ALONG WALLS (TYPICAL)FILL w/ 12" PRE-FORMEDEXP. JOINT MATERIALS.C.
S.C.NEW 6" CONCRETE RAMP SLAB ONGRADE w/ #4 HK DOWELS @ 12" o.c.w/ 24" EMBEDMENT (SW) & 12" o.c.(LW) ON TREATED COMPACTED FILL,SLOPE 1:12 (TYPICAL WHERE SHOWN)9'-0"EXIST.(4) DOCK LEVELERS PITS TO BEREINF & INFILLED WITH CONCRETEAT CRANE COLUMN LOCATIONSI.J.(TYP)I.J.(TYP.)I.J.(TYP ALL SIDES)NEW 8" CMU STEM WALL ASSHOWN, PROVIDE FILLED CELLSw/ 1#5 @ 32"o.c. & @ EACHEND, PROVIDE TSE-8 @ TOP#5 DOWELS x 36" w/ 6" EPOXYANCHOR TO EXIST FOOTING,LAP & MATCH NEW FTG. REINF.NEW 12" x 4'-0 x 5'-0CONC. SLAB FOR EXHAUSTSTACK SUPPORT (TYP. x 6)SEE PLANS BY VENTILATIONSPECIALTY ENGINEERS.C.78'-0"6'-0"21'-0"57'-0"6'-0"15'-0"6'-0"6'-0"30'-0"+25 -31OHD+25 -31D+25 -31OHD+25 -31D+25 -31D+25 -31OHD+25 -31OHD+25 -31DPROVIDE #4 x 16" DOWELS @24"o.c. w/ 4" EPOXY EMBED.INTO EXISTING WALL (TYPICAL)11S.C.S.C.
S.C.34'-8"5'-6"57'-11"23'-2"13'-5"30'-7"11HEAT EXCHANGERSLAB22± 45'-015'-0"EQUIP. SLAB6" CONC SLAB w/ #4 @12" o.c. EA WAY CENTEREDTSE-12 ALL AROUND2+25 -31D2NEW EXTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.INTERIOR STEEL STAIR DETAIL2+25 -31DNEW CHAIR LIFTSEE ARCHITECT2Drawing File:XREF File:Plot File:Date Signed:Project No.:Sheet No.:Drn:Chd:Reference North& Associates, Architects P.A.D O N A D I Owww.donadio-arch.comFax.772.562.8600Tel.772.794.2929License No. AA0002238Vero Beach, FL 32960609 17th StreetArchitect:Issues:Project:No.:Date:Description:Vero Beach, Florida 32960ENGINEERING, INC.Consulting Structural Engineer2030 37th AvenuePhone: 772.569.1257 Fax: 772.569.4041C.A. License No.: 8662FL P.E. No.: 47520Copyright c 2018, Donadio & Associates, Architects, P.A., All Rights Reserved21-103AMike LueS.C.BakerEngineer:Key Plan:5701 ENVIRONMENTAL DRIVEST. LUCIE COUNTY, FLORIDARENOVATIONFORCONTENDER BOATSA04/30/21PermitFOUNDATION PLANS-1105/25/21OWNER REVISIONS208/03/21PERMIT REVISIONS
NOTES:1. TOP/EXISTING FLOOR SLAB @ +0'-0" U.O.N.2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK.3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED).4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN.18" = 1'-0"MEZZANINE FOUNDATION PLANNOTES:1. TOP/MEZZANINE SLAB @ +13'-4. (ALL ELEVATIONS REFER TO TOP OF MAIN FLOOR SLAB @ +0'-0" U.O.N.)2. CONTRACTOR SHALL COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS & DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK.3. ALL DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF STRUCTURE (TYPICAL, UNLESS OTHERWISE NOTED).4. SEE ARCHITECTURAL DRAWINGS FOR ANY DIMENSIONS NOT SHOWN.5. S.C.: DENOTES 1/8" WIDE x 1" DEEP SAW CUTS IN SLAB AS SHOWN IN PLAN, TO BE MADE AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE.18" = 1'-0"MEZZANINE FRAMING PLANW18x35 (+12'-1012")3" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 W.W.M.ON 916"-28ga. GALV. METAL FORM DECK,TOP/SLAB @ +13'-4", PROVIDE 18" x 1" SAWCUTS ALONG INTERIOR COLUMN/BEAM LINESL 2" x 2" x 14" DIAGONAL BRACING@ COLUMNS & @ 6'-0"o.c. MAX.STEEL STAIR CONSTRUCTIONINTERIOR STAIR PAINTED STEELTREADS .................. 12ga. BENT PLATE CONCRETE FILLED PANSSTRINGERS .............. C12x20.7LANDINGS .............. 3" CONCRETE SLAB WITH 6x6 W1.4 x W1.4 W.W.F. ON 916" - 28ga. GALVANIZED FORM DECK OVER C8x11.5 JOISTS @ 24"o.c.BEAMS ....................W12x14 ON HSS 312" x 312" x 14" POSTSHANDRAILS ............. SEE ARCHITECTURAL PLANSEXTERIOR STAIR - HOT DIPPED GALVANIZED STEELTREADS & RISERS ..... 114" x 316" GALVANIZED BAR GRATING WELDED & BANDEDSTRINGERS .............. C12x20.7LANDINGS .............. 114" x 316" GALVANIZED BAR GRATING WELDED & BANDED OVER C8x11.5 JOISTS @ 24"o.c.BEAMS..................... W12x14 ON HSS 312" x 312" x 14" POSTSHANDRAILS ............. SEE ARCHITECTURAL PLANS24L5NEW MEZZANINE34'-0"3'-8"20'-0"20'-0"3'-8"20'-0"20'-0"4"MF-4S3EXIST. RIGID METAL FRAMESTRUCTURE TO REMAIN(TYPICAL AS SHOWN U.O.N.)NEW INTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.INTERIOR STEEL STAIR DETAILMWF-24
MWF-24F-3 (TYP. x 8)S1(TYP. x 10)MF-3 (TYP. x 6)S1(TYP. x 6)MF-5S3MF-5S2MF-5S2MF-6.5S2MF-5S2MF-4S2MF-5S2MF-5S2S2MF-5S2MF-5S2MF-5S3MF-421'-1"21'-2"21'-2"21'-2"1'-8"86'-7"121'-3"8"4"NEW EXTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.EXTERIOR STEEL STAIR DETAILJ34'-0"
21'-1"21'-2"21'-2"21'-2"1'-8"
86'-7"
121'-3"
8"
4"NEW DOOR OPENING AS PERARCH., REMOVE EXISTINGZ-GIRTS & PANELS AS NEEDED& INFILL OPENING AS PERELEVATION @ NEW DOOROPENING IN EXIST. WALLW18x50 (+12'-1012")
W18x35 (+12'-1012")W18x35 (+13'-1")W18x35 (+12'-1012")W18x35 CANT. (+12'-1012")
W18x50 CANT. (+12'-1012")W18x35 (+12'-1012")W18x35 (+12'-1012")W18x35 (+12'-1012")
W18x50 (+12'-1012")
W18x50 (+12'-1012")W18x50 CANT. (+12'-1012")
16K2 @ 24"o.c.
16K2 @ 24"o.c.(2) ROWS L 1" x 1" x 764" HORIZ.WELDED BRIDGING @ TOP &BOT. CHORDS w/ L 1" x 1" x764" DIAG. WELDED BRIDGINGAS SHOWN (TYPICAL U.O.N.)NEW EXTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.EXTERIOR STEEL STAIR DETAILNEW INTERIOR STEEL STAIR, SEECONSTRUCTION NOTES & TYP.INTERIOR STEEL STAIR DETAILCONT. DECK SUPPORT L 3"x 3" x 14" (TYP. ALL AROUND)WELD 2" x 2" x 14" ANGLESTO EXIST. RIGID COLUMNWEBS & FLANGES FORDECK SUPPORT (TYPICAL)FS-3JS-3IS-3GS-3KS-3ES-38"HS-336MNOPQ13'-0"80'-0"MNOPQNEW CHAIR LIFTSEE ARCHITECTMF-6.5MF-6.5S2S2NEW CHAIR LIFT SEE MFG.SPECS FOR CONN. TO SLABS.C.S.C.S.C.S.C.: ALIGN w/ BEA M LINE
NEW 6"-18ga. METAL STUDS @ 16"o.c.TO UNDERSIDE OF EXISTING ROOF#4 x 24" DOWELS @ 12"o.c.w/ 4" EPOXY EMBEDMENT INTOEXIST. SLAB (TYP. ALL AROUNDNEW MONOLITHIC FOOTINGS)24536R8 (212" DEEP) EXTENDEDJOIST ENDS (TYPICAL)EXIST 8' W x 10' H OHDDOORS TO REMAIN, TYP X 3EXIST 12' W x 16' H OHDDOORS TO REMAIN8"+33 -37DMF-5S2S2MF-5MF-4S2S2MF-415'-8"15'-8"3'-8"8"2'-6"1'-6"
W18x50 CANT. (+12'-1012")
W18x35 CANT. (+12'-1012")W18x35 (+13'-1")W18x35 (+13'-1")R8 (212" DEEP) EXTENDEDJOIST ENDS (TYPICAL)12K1 @ 24"o.c.
12K1 @ 24"o.c.(1) ROW L 1" x 1" x 764" HORIZ.WELDED BRIDGING @ TOP &BOT. CHORDS w/ L 1" x 1" x764" DIAG. WELDED BRIDGINGAS SHOWN (TYPICAL U.O.N.)LS-3IS-3GS-3HS-3114"
(3)10K1
@ 2'-0 MAX
W18x35 (+13'-1")W14x22
(+12'-1012")W18x35 (+13'-1")5'-6"15'-7"13'-1"10'-7"13'-1"4"4"15'-7"44'-0"34'-8"44'-0"34'-8"5'-6"57'-11"23'-2"11S3MF-5Drawing File:XREF File:Plot File:Date Signed:Project No.:Sheet No.:Drn:Chd:Reference North& Associates, Architects P.A.D O N A D I Owww.donadio-arch.comFax.772.562.8600Tel.772.794.2929License No. AA0002238Vero Beach, FL 32960609 17th StreetArchitect:Issues:Project:No.:Date:Description:Vero Beach, Florida 32960ENGINEERING, INC.Consulting Structural Engineer2030 37th AvenuePhone: 772.569.1257 Fax: 772.569.4041C.A. License No.: 8662FL P.E. No.: 47520Copyright c 2018, Donadio & Associates, Architects, P.A., All Rights Reserved21-103AMike LueS.C.BakerEngineer:Key Plan:5701 ENVIRONMENTAL DRIVEST. LUCIE COUNTY, FLORIDARENOVATIONFORCONTENDER BOATSA04/30/21PermitMEZZANINE FOUNDATION& FLOOR FRAMING PLANSS-2105/25/21OWNER REVISIONS
STEEL JOISTS AS PLANSTEEL BEAM AS PLAN34" = 1'-0"SECTION K-S3L 2" x 2" x 14" WELDED DIAG. BRACING@ EVERY 3rd JOIST & @ EA. COLUMNWELD TO BEAM BOTTOM FLANGE &JOIST TOP CHORD PANEL POINTTYPICAL INTERIOR STEEL STAIR12 ga. CONC. FILLED STEEL PANS &LANDING AS PLAN, ATTACH TOSTRINGER EACH END w/ L 1" x 1" x 18"x 0'-6", WELD TO STRINGER & PAN w/316" FILLET WELD ALL AROUND (TYP.)MC12x20.7 STRINGERS & FRAMING ASPLAN, PROVIDE 14" FILLET WELDS ALLAROUND @ ALL CONNECTIONS18" END PLL 3" x 3" x 14" x 0'-8" w/ (2) 34"Ø EXP. BOLTSEA. STRINGER (5" EMBED.) WELD TOSTRINGER w/ 14" FILLET WELD ALL AROUND34" = 1'-0"CONC. SLAB OR GRADE AS PLANCONCRETE FOOTING AS PLANDW
NEW CONC. FOOTING ASPLAN, PROVIDE 4" DP.RECESS IN FTG AS SHOWND NEW STEEL COLUMN AS PLANWELD TO BASE PLATE w/ 38"FILLET WELD ALL AROUNDSAW CUT EXIST. CONCRETE SLABAS NEEDED FOR PLACEMENT OFNEW FOOTING AS SHOWN112" NON-SHRINK GROUT(IN FULL BED)W OR LTOP/CONCRETESLAB AS PLAN3" CLR.
(TYP.)#4 x 24" DOWELS @ 12"o.c.,DOWEL & EPOXY ANCHOR 4"INTO EXISTING CONCRETE SLABAS SHOWN (TYP. ALL AROUND)C.L. OF NEW STL. COLUMN& CONC. FOOTING AS PLANSECONDARY POUR34" = 1'-0"SECTION E-S3SAW CUT EXIST. SLABAS REQ'D TO PLACENEW FOOTING#4 x 24" DOWELS @ 12"o.c. w/4" EPOXY EMBEDMENT (TYPICAL)3" CONCRETE SLAB OVERMTL. FORM DECK AS PLANEXIST. RIGID FRAME & 8"Z-GIRT STRUCT. AS PLANDECKING SUPPORT L 3" x3" x 14" x CONT. WELD TOSTEEL JOIST w/ 316" x 2"FILLET WELD @ 12"o.c.WF STEEL BEAM AS PLANSTEEL COLUMN AS PLAN,CAP PLATE AS SCHEDULEAS PLAN38" WEB STIFF PLATE EACHSIDE WELDED w/ 14" FILLETALL AROUND (TYPICAL)3" CONCRETE SLAB OVERMTL. FORM DECK AS PLAN34" = 1'-0"SECTION J-S3GALV. BAR GRATING ASPLAN, ATTACH TO STRINGEREACH END w/ L 1" x 1" x 18"x 0'-6", WELD TO STRINGERw/ 316" FILLET WELD ALLAROUND (TYPICAL)EXISTING PAVEMENTCONCRETE FOOTING AS PLAN18" END PLL 3" x 3" x 14" x 0'-8" w/ (2) 34"Ø EXP. BOLTSEACH STRINGER (5" EMBED.) WELD TOSTRINGER w/ 14" FILLET WELD ALL AROUNDD
W34" = 1'-0"TYPICAL EXTERIOR STEEL STAIRNOTE: ALL EXTERIOR STEEL STAIR ASSEMBLY & FASTENERS TO BE HOT-DIPPED GALVANIZEDMC12x20.7 STRINGERS AS PER PLAN8" CONCRETE WALL ALL AROUNDw/ #5 @ 12"o.c. VERTICAL & #4@ 8"o.c. HORIZONTAL2x4 KEYWAY w/6" CONT PVCWATERSTOP ALL AROUND AS SHOWN12" x 20" CONC. CURB AS PLANALL AROUND w/ 6#5 CONT.12" CONCRETE SLAB AS PLAN w#5 @ 12"o.c. EACH WAY T&BPROVIDE WATERPROOFING ALLSURFACES AS PER ARCH. DWG'S.5'-0"D
34" = 1'-0"SECTION A-S312" MIN.(TYP.)DD4'-0"W15'-0" N.T.S.WTSE-121'-0"8" CMU STEM WALL & VERT.WALL REINF. AS PER PLANHORIZ. 9 ga. LADDER TYPESTEEL JOINT REINFORCING@ 16"o.c. VERTICALNEW 6" CONC. TOPPINGSLAB AS PLAN @ +0'-6"CONC. FOOTING AS PLANREINF. AS PER SCHEDULE6" CONC. SLAB AS PLAN,POUR SLAB DOWN 8" ALLAROUND AS SHOWN w/1#5 CONTINUOUS (TYP.)8"1'-0"TOP/FOOTING @ +0'-0"TOP/SLAB @ +4'-0"NEW (5'-0" MIN.)EXISTINGSAWCUTAS REQ.#4 x 24" DOWELS @12"o.c., DOWEL & EPOXYANCHOR 4" INTO EXIST.CONC. SLAB AS SHOWN(TYPICAL ALL AROUND)TOP/STEEL BEAM AS PLANWF STEEL BEAM AS PLAN34" = 1'-0"SECTION F-S3HSS STEEL COLUMN AS PLAN,CAP PLATE AS PER SCHEDULE3" CONCRETE SLAB OVERMETAL FORM DECK AS PLANDECKING SUPPORT L 3" x 3"x 14" x CONT., WELD TO EA.JOIST w/ 316" FILLET WELD6"-18ga. METAL STUD WALL& CONT. TRACK AS PLAN,ATTACH TO CONCRETE SLABw/ 0.205"Ø PAF @ 16"o.c.CENTER LINE OF STEEL COL.& STEEL BEAM AS PER PLAN4"L 2" x 2" x 14" WELDED DIAG.BRACING @ 48"o.c. TO BMBOT. FLANGE & JOISTTOP CHORD PANEL POINTTOP/STEEL BEAM AS PLANSTEEL JOISTSAS PER PLANWF STEEL BEAM AS PLAN34" = 1'-0"SECTION H-S33" CONCRETE SLABOVER METAL FORMDECK AS PER PLANDECKING SUPPORT L 3" x 3"x 14" x CONTINUOUS WELDEDTO WF BEAM w/ 316" x 2"FILLET WELD @ 12"o.c.6"-18ga. METAL STUD WALL& CONT. TRACK AS PLAN,ATTACH TO CONCRETE SLABw/ 0.205"Ø PAF @ 16"o.c.3"HORIZ. & DIAGONALBRIDGING AS PLAND 4'-0"WCONC. FOOTING AS PLANREINF. AS PER SCHEDULE6" CONC. SLAB AS PLAN,POUR SLAB DOWN 8" ALLAROUND AS SHOWN w/1#5 CONTINUOUS (TYP.)TOP/FOOTING @ +0'-0"TOP/SLAB @ +4'-0"AS PLANEXISTING#4 x 24" DOWELS @ 12"o.c.,DOWEL & EPOXY ANCHOR 4"INTO EXIST. CONC. SLAB (TYP.)EXIST. CONCRETE SLAB &CMU STEM WALL TO BEREMOVED AS PER PLANEXIST. CONC. FOOTING,CMU STEM WALL & SLABTO REMAIN AS SHOWNSECTION B-S3SECTION C-S3STEEL JOISTS AS PER PLAN,WELD TO STEEL BEAM w/ 18"x 1" FILLET WELD EACH SIDETOP/STEEL BEAM AS PLANWF STEEL BEAMS AS PLAN34" = 1'-0"SECTION I-S33" CONCRETE SLABOVER METAL FORMDECK AS PER PLANDECKING SUPPORT L 3" x 3"x 14" x CONTINUOUS WELDEDTO WF STEEL BEAM w/ 316" x2" FILLET WELD @ 12"o.c.6"-18ga. METAL STUD WALL& CONT. TRACK AS PLAN,ATTACH TO CONCRETE SLABw/ 0.205"Ø PAF @ 16"o.c.4"HSS STEEL COLUMN AS PLAN,CAP PLATE AS PER SCHEDULE212"3"WF STEEL BEAM AS PLAN34" = 1'-0"SECTION G-S3HSS STEEL COLUMN AS PLAN,CAP PLATE AS PER SCHEDULE3" CONCRETE SLAB OVERMETAL FORM DECK AS PLANDECKING SUPPORT L 3" x 3"x 14" x CONT., WELD TO EA.JOIST w/ 316" FILLET WELDEXISTING RIGID FRAME & 8"Z-GIRT STRUCTURE AS PLANCENTER LINE OF STEEL COL.& STEEL BEAM AS PER PLANR8 T/C EXTENSION AS PLANL 2" x 2 " x 14" WELDED DIAG.BRACING @ 48"o.c. TO BMBOT. FLANGE & JOISTTOP CHORD PANEL POINTEXTENDED TOP CHORDSTEEL JOISTS AS PER PLAN,WELD TO STEEL BEAM w/ 18"x 1" FILLET WELD EACH SIDE34" = 1'-0"34" = 1'-0"5'-0"2#5 VERT. DOWELS @ 12"o.c.1'-8"34" CHAMFER (TYPICAL)12" ISOLATION JOINT, FILL w/PREFORMED JOINT FILLER12" ISOLATION JOINT, FILL w/PREFORMED JOINT FILLERTSE-128" CMU STEM WALL & VERT.WALL REINF. AS PER PLANHORIZ. 9 ga. LADDER TYPESTEEL JOINT REINFORCING@ 16"o.c. VERTICALNEW 6" CONC. TOPPINGSLAB AS PLAN @ +0'-6"12" ISOLATION JOINT, FILL w/PREFORMED JOINT FILLERNEW 6" CONC. TOPPINGSLAB AS PLAN @ +0'-6"6"-18ga. METAL STUD WALL& CONT. TRACK AS PLAN,ATTACH TO WF STEEL BEAMw/ 0.205"Ø PAF @ 16"o.c.12" STIFFENER PLATESEE SPECIFICATIONS FOR TEST POOL CONCRETE6" - 18ga. CONT. C-STUDS @12"o.c. w/ (2) #12 SCREWS TOTRACK TOP & BOTTOMTYPICAL COLD FORMED METAL STUD FRAMING DETAILS#12 SCREWS @ 12"o.c.EACH SIDE (TYPICAL)(2) 12"-18ga. C-STUDHEADER w/ 6"-18ga.TRACK TOP & BOTTOMC-STUDS @ 16" o.c.(2) JAMB STUDS & (2) FULLHEIGHT STUDS @ EA. JAMB18ga. CONT. TRACK, ATTACH TOCONCRETE SLAB w/ 0.205" ØPOWDER ACTUATED FASTENERS(PAF) @ 12"o.c. & 6" FROM ENDSBLOCKING @ 48"o.c. MAX.COPE TRACKS AROUND STUDS,SECURE w/ #12 SCREW EA. SIDEAB34" = 1'-0"(2) 6"-18 ga. JAMB C-STUD POSTHEADER TRACKS, COPETO FIT AROUND STUD w/#10 SCREW EACH SIDEDETAIL B (TYP. POST)6"-18ga. STEEL TRACK6"-18ga. STEEL TRACK6"-18 ga C-STUDS@ 16"o.c.(2) 12"-18ga. C-STUDJOIST HEADERDETAIL A (TYP. HEADER)#12 SCREWS STAGG..@ 8"o.c. (TYP.)#12 SCREWS @ 12"o.c.EACH SIDE (TYP.)#12 SCREWS STAGG..@ 12"o.c. (TYP.)(2) 6"-18 ga. FULL HT.C-STUDSPAF TO CONCRETE OR STEEL BEAMS SHALL BE 0.205"Ø PAF @ 16"o.c. MAX TYPICAL)TOP OF SLABEXIST ROOF PANEL AND ZPURLINS PERPENDICULAR TOWALL18ga. STEEL TRACKATTACH TRACK TO EXIST ROOF PURLINSw/ (2) #14 SCREWS TYPICAL6" - 18ga. CONT. C-STUDS @12"o.c. w/ (2) #10 SCREWS TOTRACK TOP & BOTTOMSPLICE TRACK BETWEEN STUDS,INSERT 12" MIN. STUD SECTIONw/ (3) #12 SCREWS EACH FLGEEACH SIDE OF SPLICE18ga. STEEL TRACKDETAIL C (TYP.TRACK SPLICE)6"-18ga. CONT STEEL TRACK w/2-#14 SCREWS EA BLOCKING6"-18ga. METAL STUD BLOCKING @48" BETWEEN EXIST Z PURLINS w/ CLIPL4x4x16 ga x 4" w/ (3) #14 EA LEGSL4" MAX RECESSEXIST ROOF PANEL AND ZPURLINS PARALLEL TO WALLWF STEEL BEAMS AS PLANL 4" x 312" x 38" x 1'-0" EACHSIDE w/(4) 34"Ø A325THRU-BOLTS EACH LEGHSS COL. AS PLAN212"PLATE 8" x 38" x 12"1'-0"34" = 1'-0"SECTION L-S31112"STEEL BEAMS AS PLANSHEAR PL 6"x 38"x 1'-0"EACH SIDE w/ (8) 34"ØA325 THRU-BOLTS1" = 1'-0"TYPICAL W18 TO STEELCOLUMN CONNECTIONTOP/BEAM AS PLAN112"3"112"6"C.L. OF HSS COLUMN,CAP PLATE & CONN.112"3"3"3"112"
1'-0"112"JOISTS & DECKING NOT SHOWN FOR CLARITY3"3"3"WF BEAMS AS PLAN4"L 4"x 312"x 38" x 1'-0"EACH SIDE w/(4) 34"ØA325 THRU-BOLTSEACH LEG AS SHOWN1" = 1'-0"TYPICAL W18 TOW18 CONNECTIONHSS COLUMN AS PLAN,CAP PLATE AS SCHED.STEEL BEAMS AS PLAN38" WEB STIFF PL EACHSIDE WELDED w/ 14"FILLET ALL SIDES (TYP.)1" = 1'-0"TYPICAL CANTILEVERED W18TO STEEL COLUMN CONNTOP/BEAM AS PLANC.L. OF HSS COLUMN,CAP PLATE & CONN.JOISTS & DECKING NOT SHOWN FOR CLARITY212"
112"
112"JOISTS & DECKING NOT SHOWN FOR CLARITYAS PLAN112"
1'-0"HSS COLUMN AS PLAN,CAP PLATE AS SCHED.Drawing File:XREF File:Plot File:Date Signed:Project No.:Sheet No.:Drn:Chd:Reference North& Associates, Architects P.A.D O N A D I Owww.donadio-arch.comFax.772.562.8600Tel.772.794.2929License No. AA0002238Vero Beach, FL 32960609 17th StreetArchitect:Issues:Project:No.:Date:Description:Vero Beach, Florida 32960ENGINEERING, INC.Consulting Structural Engineer2030 37th AvenuePhone: 772.569.1257 Fax: 772.569.4041C.A. License No.: 8662FL P.E. No.: 47520Copyright c 2018, Donadio & Associates, Architects, P.A., All Rights Reserved21-103AMike LueS.C.BakerEngineer:Key Plan:5701 ENVIRONMENTAL DRIVEST. LUCIE COUNTY, FLORIDARENOVATIONFORCONTENDER BOATSA04/30/21PermitSECTIONS & DETAILSS-3105/25/21OWNER REVISIONS
NOTES:1. TOP/SLAB @ 0'-0" (SEE CIVIL)2.PRE-MANUFACTURED 5,880 GAL. RESIN TANK BY N.J.R. SIZE 8'-6" HIGH x 17'-9" LONG x 8'-3" WIDE3.RESIN TANK WEIGHT = 13, 000 LBS (6.5 TONS) RESIN WEIGHT = 55, 000 LBS TOTAL = 68, 000 LBS4. STORAGE TANK / CONTAINMENT STRUCTURE CLASSIFICATION: H-3 CLASS 1A FLAMMABLE LIQUID STORED AT ATMOSPHERIC PRESS. FIRE SEPARATION REQUIREMENTS: BUILDING CLASSIFICATION ........ F-1 SPRINKLERED STORAGE TANK ......................... H-3 FBC TABLE 508.4 ...................... NO SEPARATION REQUIRED NFPA30 TABLE22.4.1.1(b) ......... 30 FT FROM PROPERTY LINE SEPARATION PROVIDED ............> 30 FT TO PROPERTY LINE >15'-0" TO CONTAINMENT STRUCTURE18" = 1'-0"RESIN TANK CONTAINMENT WALL & SLAB PLAN3'-4" HIGH, 8" CMU CONTAINMENTWALLS, PROVIDE FILLED CELLS w/1#5 @ 32"o.c. MAX. & AS SHOWNGROUT ALL CELLS SOLIDPRE-MANUFACTURED RESIN TANKANCHORAGE BY TANK MANUF. TYP x 210" WIDE x 6" DEEP SUMP TRENCHADJUSTABLE LOAD CELLS CENTEREDON FOOTING (4 PER TANK TYPICAL)6" THICK CONCRETE SLAB w/ #4 @12"o.c. EACH WAY CENTERED6" STD. PIPE BOLLARDS @ ±6'-0"o.c.3'-8"8'-3"3'-2"8'-3"3'-8"27'-0"MF-1MF-1MF-1MF-1MF-1MF-2EXIST. BLDG.STRUCTURE15'-0"28'-4"10'-2"8'-0"10'-2"5'-312"17'-9"5'-312"HEAT EXCHANGER SLAB6" THICK CONCRETE SLAB w/ #4 @12"o.c. EACH WAY CENTEREDTSE-12 ( ALL SIDES)SL 1 14"10'-0"12'-0"1PROVIDE 2"Ø GALV. PIPE DRAINS w/GATE VALVE THIS END3'-4"12" MIN.2'-0"6" CONC. SLAB AS PLAN8" BOND BLOCK w/ 1#5CONT. GROUTED SOLID8" CMU WALL AS PLANGROUT ALL CELLS SOLIDPRE-MANUF. RESIN TANK6" PVC WATER STOPTYPICAL @ PERIMETERCONCRETE FOOTING AS PLAN2'-0"CONC. FOOTING AS PLAN2'-6"10" WIDE x 6" DEEP SUMP TRENCHw/ GALV. PIPE DRAIN AS PLAN THRUWALL w/ VALVECROWN TOP FOR DRAINAGE1#5 CONT. IN CONC. CURB8"10"3" CLR TYPCONC. FOOTINGAS PLAN2'-0"2'-0"CENTER FTG UNDER 12" WF BEAMTANK SUPPORT AND ADJUSTABLELOAD CELL BY TANK MANUF.PRE-MANUFACTURED RESIN TANK6" PVC WATER STOP2'-0"3" CLR TYP6" CONC. SLAB AS PER PLANEXISTINGPAVEMENT34" = 1'-0"TYPICAL SECTION @ PERIMETERTANK SUPPORT & ADJ.LOAD CELL AS PLAN3'-4"CROWN TOP FOR DRAINAGE34" = 1'-0"TYPICAL SECTION @ SUMP TRENCH34" = 1'-0"TYPICAL SECTION @ INTERIORRESIN TANK SUPPORT FOOTINGS8" BOND BLOCK w/ 1#5CONT. GROUTED SOLIDSLOPE TOP OF CONC. FILL6"Ø STD PIPE w/ 1#5 VERT.GROUTED SOLID, SEE ARCH.PLANS FOR LOCATIONS3'-6" N.T.S.3'-6" N.T.S.
7'-0" N.T.S.12"ØTOP/GRADE OR PAVEMENT12"Ø CONC. FOUNDATIONTYP. PIPE BOLLARD DETAILREFER TO ARCH DWGS FOR QUANTITY & LOCATION34" = 1'-0"12" MIN.EXISTINGPAVEMENT8" CMU WALL AS PLANGROUT ALL CELLS SOLIDDrawing File:XREF File:Plot File:Date Signed:Project No.:Sheet No.:Drn:Chd:Reference North& Associates, Architects P.A.D O N A D I Owww.donadio-arch.comFax.772.562.8600Tel.772.794.2929License No. AA0002238Vero Beach, FL 32960609 17th StreetArchitect:Issues:Project:No.:Date:Description:Vero Beach, Florida 32960ENGINEERING, INC.Consulting Structural Engineer2030 37th AvenuePhone: 772.569.1257 Fax: 772.569.4041C.A. License No.: 8662FL P.E. No.: 47520Copyright c 2018, Donadio & Associates, Architects, P.A., All Rights Reserved21-103AMike LueS.C.BakerEngineer:Key Plan:5701 ENVIRONMENTAL DRIVEST. LUCIE COUNTY, FLORIDARENOVATIONFORCONTENDER BOATSA04/30/21PermitRESIN TANK PLAN,SECTIONS & DETAILSS-4108/03/21PERMIT REVISIONS
105"919954"LAP SPLICE LENGTHS (3000 PSI)ACI STANDARD HOOK LENGTHSBAR SIZE (#)TOP BARSALL OTHER BARSBAR SIZE (#)LENGTH (INCH)28"37"47"56"81"76543681012143456718"24"30"36"42"93"816848"STRUCTURAL NOTES1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK.3. ALL NEW DOORS, WINDOWS AND HARDWARE MUST BE DESIGNED AND CERTIFIED TO WITHSTAND THE DESIGN WIND PRESSURES NOTED IN THIS DOCUMENT. ALL GLAZING SHALL BE IMPACT RESISTANT OR IMPACT PROTECTED AS REQUIRED BY THE FBC.4.THE MINIMUM STRUCTURAL SUBMITTALS SHALL BE AS PER SPECS AND AS FOLLOWS:a.CONCRETE MIX DESIGNSb.MASONRY & ACCESSORIESc.REINFORCEMENTd.STRUCTURAL STEELe.CRANE SHOP DRAWINGS -SIGNED & SEALEDf.VENTILATION EQUIPMENT SUPPORTS - SIGNED & SEALEDFOUNDATION1. FOUNDATIONS ARE DESIGNED BASED ON AN ALLOWABLE BEARING PRESSURE OF 2,000 PSF.2. CONTRACTOR SHALL VERIFY THAT THE MIN. COMPACTION OF 95% OF ITS MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D1557 IS OBTAINED PRIOR TO FOOTING PLACEMENT TO A MIN. DEPTH OF 24" BELOW COMPACTED SURFACE OR FOOTING.3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.4. REFER TO SOILS INVESTIGATIVE REPORT BY FOR ALL SITE PREPARATION REQUIREMENTS.CONCRETE1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF A.C.I. 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND A.C.I. 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.2. THE MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS: FOUNDATIONS ..................................3000 PSI SLUMP 5"±1" W/C = 0.5 SLABS ON GRADE .............................5000 PSI SLUMP 5"±1" W/C = 0.4 SIKACONTROL NS 2.5% BY WT & SIKA FIBERMESH 650 @ 3 PCYTEST POOL WALLS & SLAB ................. 5000 PSI SLUMP 5"±1" W/C = 0.4 SIKACONTROL NS 2.5% BY WTELEVATED MEZZ SLAB......................... 3000 PSI SLUMP 5"±1" W/C = 0.4 SIKA FIBERMESH 650 @ 4 PCY MASONRY GROUT ............................ 3000 PSI SLUMP 10"±1"3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60.4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED AT 36" o.c. E.W.5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS: CAST AGAINST EARTH....3" EXPOSED TO WEATHER.... 1-1/2" FORMED SURFACES....1"6. PROVIDE 90° CORNER LAP SPLICES AT ALL INTERSECTIONS.7. THE MINIMUM LAP SPLICE SHALL BE 30 BAR DIAMETERS OR AS NOTED IN SCHEDULE.8. CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM C39. A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR EACH POUR, AND ADDITIONAL SETS FOR EVERY 50 CUBIC YARDS OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 AT 3 DAYS, 1 AT 7 DAYS, 1 AT 14 DAYS, 1 AT 28 DAYS & 1 AT 56 DAYS (IF THE MINIMUM STRENGTH IS NOT MET IN 28 DAYS)9. CONTRACTOR SHALL PROVIDE SAW CUTS IN SLAB AS PLAN OR AT A MAXIMUM SPACING OF 20'-0" o.c. EACH WAY OR 400 S.F. U.O.N. AND AT ALL RE-ENTRANT CORNERS. SAW CUTS SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE. THIS IS AN EFFORT TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS, WHICH IS NOT UNCOMMON.CONCRETE MASONRY1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530.1/ASCE 6/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH ASTM C140 AND SHALL HAVE A MINIMUM NET AREA STRENGTH OF 1900 PSI (F'm = 1500 PSI).3. GROUT SHALL BE IN CONFORMANCE WITH ASTM C476, COARSE TYPE WITH A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A SLUMP OF 9" - 11".4. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270, TYPE S.5. PROVIDE CLEANOUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR PROTRUSIONS TO 1/2" MAX. IN GROUTED CELLS.6. ALL MASONRY WALLS SHALL BE CONSTRUCTED IN RUNNING BOND WITH 9 GA. LADDER TYPE JOINT REINFORCING SPACED 16"o.c. VERTICALLY. LAP 8" MINIMUM AT ALL CORNERS & SPLICES.7. PROVIDE PRECAST CONCRETE LINTEL WITH 1#5 HORIZ BAR GROUTED SOLID WITH 8" MINIMUM BEARING AT ALL MASONRY OPENINGS (TYP. UNLESS OTHERWISE NOTED).8.PROVIDE HOOKED DOWELS IN FOOTINGS AND BEAMS WITH A MINIMUM LAP SPLICE OF 48 BAR DIAMETERS.STRUCTURAL STEEL1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.2. THE MINIMUM STRUCTURAL STEEL GRADES SHALL BE AS FOLLOWS: PLATES, CHANNEL & ANGLES .......... ASTM A36 Fy = 36 KSI STRUCTURAL TUBE ............................ ASTM A500 Fy = 46 KSI WF SHAPES....................................... ASTM A992 Fy = 50 KSI3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF STANDARD PRACTICE", LATEST EDITION.4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1.1 WITH E70XX ELECTRODES. FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS NOTED OTHERWISE.5. HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325 & SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR PLANE.6. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307.7. ALL MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN. THICKNESS OF 1.5 MILS.8. ALL FIELD WELDS SHALL BE WIRE BRUSH CLEANED AND PRIMED WITH A RUST INHIBITIVE PRIMER.9.EXTERIOR STAIR ASSEMBLIES AND FASTENERS SHALL BE HOT DIPPED GALVANIZED IN COMPLIANCE WITH ASTM A185.PRE-ENGINEERED METAL BUILDING COMPONENTS1. ALL NEW METAL BUILDING COMPONENTS SHALL BE COLD FORMED WITH A MINIMUM GRADE OF FY = 50 KSI AND SHALL BE IN ACCORDANCE WITH AISI AND AISC LATEST EDITION.2. REPLACEMENT WALL AND ROOF PANELS SHALL BE IN LIKE KIND AS ALLOWED BY THE FBC EXISTING SECTION 302.4 .REPLACE EXISTING ROOF SKYLIGHTS WITH NEW ROOF PANELS WITH LIKE KIND.REPLACE DAMAGED WALL PANELS WITH LIKE KIND WHERE THE EXTERIOR COLUMNS REQUIRED REPAIRSALL ROOF AND WALL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AS REQUIREDTO RESIST THE SPECIFIED WIND LOADS. COLOR SHALL MATCH THE EXISTING PANELS AS SELECTED BY OWNER4. ALL NEW MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN. THICKNESS OF 1.5 MILS. U.N.O5. DIAGONAL WALL AND ROOF BRACING SHALL BE PLACED IN BAYS WITHOUT OPENINGS.6. PROVIDE ALL THE NECESSARY TRIM, FLASHING AND COVER PLATES AS NEEDED TO PROVIDE A COMPLETE WEATHER PROOFED BUILDING ENVELOPE AND STRUCTURE.LIGHT GAGE METAL FRAMING1. ALL MEMBERS SHALL BE DESIGNED, MFG'D AND INSTALLED IN ACCORDANCE WITH (A.I.S.I.) LATEST EDITION " SPECIFICATION FOR THE DESIGN OF COLD FORMED STRUCTURAL MEMBERS".2. ALL MATERIAL SHALL BE THE MINIMUM TYPE, SIZE, GAUGE AND SPACING AS SPECIFIED ON PLANS.3. STRUCTURAL PROPERTIES OF METAL STUDS SHALL BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "SPECIFICATION FOR DESIGN OF COLD FORMED STRUCTURAL MEMBERS".5. METAL FRAMING COMPONENTS TO BE OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM YIELD OF 33,000 PSI OR 40,000 PSI; ASTM A 446, A 570, OR A611, WITH A GALVANIZED FINISH COMPLYING WITH ASTM A525 FOR MINIMUM G60 COATING.6. CONCRETE THREADED FASTENERS SHALL BE CORROSION RESISTANT AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS.7. SCREWS FOR METAL FRAMING CONNECTORS SHALL BE A MINIMUM OF #12 x 3/4" CORROSION RESISTANT HEX HEAD SELF DRILLING, SELF TAPPING DRILLING, CADMIUM PLATED TYPICAL U.N.O. OR OF OTHER SIZE AND TYPE INDICATED ON DRAWINGS. PROVIDE A MINIMUM OF (3) SCREWS EACH CONNECTION.8. ALL FRAMING SHALL BE PLUMBED & SECURELY FASTENED TO FLANGES OF ALL UPPER AND LOWER TRACKS WHERE APPLICABLE.9. VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACING SHALL BE PROVIDED AS REQUIRED TO KEEP ALL MEMBERS PLUMB AND STRAIGHT.METAL FORM DECK1.METAL FORM DECK SHALL BE 9/16" - 28 ga. GALV FORM DECK AS PLAN WITH MINIMUM (3) SPAN CONDITION2.WELDING OF METAL DECKS SHALL BE IN ACCORDANCE WITH A.W.S. D1.3 WITH E60XX ELECTRODES USING A MINIMUM OF 5/8"Ø PUDDLE WELDS AND WITH THE USE OF WELD WASHERS FOR FORM DECKS.3.METAL FORM DECK SHALL BE ATTACHED TO THE SUPPORTING STRUCTURE AS FOLLOWS:5/8"Ø PUDDLE WELDS PER SHEET PER SUPPORT WITH WELD WASHERS AND (2)#12 SIDE LAP SCREWS @ 3RD POINTS. PROVIDE 5/8"Ø PUDDLE WELDS AT @ 12" o.c. (TYPICAL @ PERIMETERS).4.METAL DECKS SHALL BE IN ACCORDANCE WITH S.D.I. (STEEL DECK INSTITUTE) SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF AND FLOOR DECK AS CONTAINED IN THE S.D.I. DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS, S.D.I. PUBLICATION NO. 25, LATEST EDITION. ATTACHMENT AND DIAPHRAGM DESIGN SHALL BE IN ACCORDANCE WITH S.D.I. DIAPHRAGM DESIGN, LATEST EDITION.MARKS1ANCHORSANCHORSBASE PLATESIZECAP PLATEREMARKSNOTES:1. TOP/FOOTING AS PLAN2. ALL EXTERIOR STEEL COLUMN ASSEMBLIES SHALL BE HOT-DIPPED GALVANIZED.STEEL COLUMN SCHEDULES.W.TOP REINF.MARKL.W.S.W.L.W.BOT. REINF.FOUNDATION SCHEDULEREMARKSSIZED x W x LTSE-81#58" x 8" x CONT.THICKENED SLAB EDGEMF-5MF-6.56#516" x 60" x 60" 2#512" x 12" x CONT.6#5TSE-12THICKENED SLAB EDGE8#516" x 78" x 78" 8#5*4 - 34"Ø A307BOLTS (13+4)* DBL NUTS & WASHERS4 - 58"Ø A325BOLTS12" x 12" x 12"6" x 12" x 10" w/WIND LOADS PER ASCE 7-16WIND SPEED REGION V(ult) ..........................160 MPH V(asd) .........................124 MPHWIND BORNE DEBRIS REGIONENCLOSED STRUCTUREBUILDING RISK CATEGORY ....................................... IIBUILDING DESIGN HEIGHT ............................... <25 FT.ROOF PITCH ....................................................... 1:12INTERNAL PRESSURE COEFF .............................. ±0.18EXPOSURE .............................................................. CHEIGHT & EXPOSURE COEFF .................................1.35DESIGN CRITERIATHE FLORIDA BUILDING CODE, 7th EDITION (2020) EXISTING BUILDINGROOF LOADS (EXISTING) DEAD ...................................................... 5 PSF (METAL BLDG) LIVE ........................................................ 20 PSF RAIN ....................................................... N/AMEZZANINE LOADS DEAD....................................................... 50 PSF LIVE (MANUFACTURING ) .........................125 PSFSTAIRS LIVE ....................................................... 125 PSFCRANE LOADS1.THE OVERHEAD CRANE SYSTEMS SHALL BE INDEPENDENT OFTHE EXISTING METAL BUILDING STRUCTURE.2.DESIGN OF THE OVERHEAD CRANE SYSTEMS, INCLUDINGALL BRACING AND COLUMN BASE PLATES SHALL BY THECRANE SPECIALTY ENGINEER.S2*4 - 34"Ø A307BOLTS (13+4)12" x 34" x 12"8" x 34" x 12"* DBL NUTS & WASHERS4 - 34"Ø A325BOLTSSTEM WALL FOOTINGWF-324#516" x 32" x CONT.#5 @ 24"4#5#5 @ 24"F-112" x 18'-4" x 43'-4" POOL SLAB FOOTINGHSS 5" x 5" x 38"HSS 3 12" x 3 12" x 14"MF-4MONOLITHIC FOOTING5#516" x 48" x 48" 5#5#5 @ 12"o.c. EACH WAY BOTTOMMONOLITHIC FOOTINGMONOLITHIC FOOTINGF-34#512" x 36" x 36" 4#5haaaa555544 3NOTES:1. PRESSURES ARE IN ALLOWABLE STRESS DESIGN (asd) FOR WINDOWS, DOORS, ROOF DECKING, STEEL ROOF JOISTS AND ALL OTHER BUILDING COMPONENTS AND CLADDING.2. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATED PRESSURES ACTING AWAY FROM A PROJECTED SURFACE.3. NET DESIGN ROOF PRESSURES ON STEEL BAR JOISTS SHALL BE CALCULATED USING SELF WEIGHT OF MATERIAL. HOWEVER, THE APPLIED DEAD LOADS SHALL NOT EXCEED 5 PSF (U.O.N.) FOR THE ROOFS OF THE MAIN STRUCTURES.4. END ZONE "a" = 10 FEET.NO SCALECOMPONENT AND CLADDING PRESSURE ZONESROOF PITCH 1:12EFFECTIVE AREA (SQUARE FEET)ZONE0 < 1011 < 2021 < 50 ROOF
11'345WALL & SOFFIT
COMPONENT AND CLADDING PRESSURES (asd)51 < 100NOTES:1. END ZONE 5 IS WITHIN A DISTANCE OF (a)=10 FT. FROM CORNERS2. ROOF ZONES: 0.6h = 15 FT. 0.2h = 5 FT.-34-60-34-56-34-50-34-46-107-97-83-732-78-73-67-62+37-41-50+36-39-47+33-37-42-35-39+32+15+14+130.6h0.6h0.6h333333330.6h0.2h0.6h 0.6h 0.6h0.6h0.2h0.6h0.6h 0.6h 121221121221'131+12+12+12+12+15+14+13+15+14+13+15+14+13+37+36+33+32MF-3MONOLITHIC STAIR FOOTING4#516" x 36" x 36" 4#5EXTERIOR STAIR FOOTINGS3*4 - 34"Ø A307BOLTS (13+4)12" x 34" x 12"8" x 34" x 12" w/12" STIFF PLATE* DBL NUTS & WASHERS2 - 34"Ø A325BOLTSHSS 5" x 5" x 38"33333333222222221111MF-2MF-1MONOLITHIC FOOTING @ RESIN TANK3#524" x 24" x CONT #5 @ 24"MONOLITHIC FOOTING @ RESIN TANK3#524" x 30" x CONT #5 @ 24"MONOLITHIC STAIR FOOTINGMWF-242#512" x 24" x CONT.12TYP. WINDOW & DOOR TO METALFRAME ATTACHMENT DETAIL34" = 1'-0"14"Ø x 3" S.S. SCREWS@ 12"o.c. (MINIMUM3 FASTENERS PER SIDE)12"o.c.(TYP.)4"(TYP.)DOORS & WINDOWS SHALL BE DESIGNED, MANUFACTURED, INSTALLED &CERTIFIED TO WITHSTAND THE MINIMUM DESIGN WIND PRESSURES ASNOTED IN PLAN & SHALL BE IMPACT RATED.NOTE:8"-18ga METAL "C" STUDS AT EACH SIDE OF OPENING w/ CLIP L 3" x 3" x 16 gax 6" LONG w/ (4) #14 SELF-DRILLING SELF-TAPPING SCREWS EACH LEGEXIST "Z" GIRT TOREMAIN3" CLIP ANGLES34" = 1'-0"TYP. WALL VENT FRAMING8"-18ga "C"8"-18ga "C"8"-18ga "C"8"-18ga "C"1/8DOOR HARDWARE ATTACHMENTBY DOOR MANUFACTURERPLUG WELD ALLBOLT HOLES(OPTIONALWELDING)TYP. EA.JAMB 3"@12"JAMB AS PLANTYPICAL OVERHEAD DOOR JAMBATTACHMENT TO METAL FRAME112" = 1'-0"OVERHEAD DOORS SHALL BE DESIGNED, MANUFACTURED, INSTALLED & CERTIFIED TOWITHSTAND A DESIGN WIND PRESSURE AS SHOWN IN PLAN.38"Ø A307 BOLTS @18"o.c. OPTIONALSTEEL COLUMN CAP & BASE PLATE DETAILS112" = 1'-0"1'-0"1'-0"10"112"9"112"112"9"112"112"6"6"6"6"5"BASE PLATECAP PLATES1S2ALL COLUMN TO CAP AND BASE PLATE WELDS SHALL BE A MINIMUM OF 14" FILLET WELDS ALL AROUND. SEE SCHEDULE FOR ALL BOLT SIZES3"3"
6"
1'-0"1'-0"112"9"112"112"9"112"6"6"6"6"BASE PLATECAP PLATE1'-0"112"9"112"6"6"4"4"
8"
112"112"5"5"112"7"1'-0"1'-0"1'-0"112"9"112"112"9"112"112"6"6"6"6"8"BASE PLATECAP PLATES34"4"
8"4"NOTE: COORDINATE ROUGH OPENING w/ DOOR MANUFACTURER12" = 1'-0"ELEVATION @ NEW OHDOPENING IN EXISTING WALLEXISTING 8" Z-GIRTNEW C8x11.5 STEEL CHANNEL @JAMBS & HEADER w/ WELDED CLIPL 4" x 4" x 14 EACH END TO HEADERREMOVE EXISTING 8" CMU WALL &Z-GIRT AS NEEDED FOR NEWOPENING IN WALL, ATTACH TO NEW'C' JAMB w/ CLIP L 4" x 4" x 16ga. x0'-6" w/ (4) #14 SCREWS EACH LEGBASE PL 38" x 8"x 9" WELDED TO C8 JAMBw/ 14" FILLET WELDS & (2) 12"Ø BOLTS TOCONC SLAB w/ 4" EPOXY EMBEDEXIST. CONCRETE SLABWIDTHHEIGHT
EXISTING METALBLDG COLUMNSNEW C8x11.5 STEEL CHANNEL @JAMBS & HEADER w/ WELDED CLIPL 4" x 4" x 14 EACH END TO HEADERWELDED L6x6x 38" SEAT w/ 14" STIFFPLATE CENTERED @ METAL BLDGCOLUMN EACH END OF C8 HEADERNOTE: COORDINATE ROUGH OPENING w/ DOOR MANUFACTURER12" = 1'-0"MODIFICATION OR ADDITIONOF NEW MAN DOOREXISTING 8" Z-GIRTEXIST JAMBS OR PROVIDENEW 8"-18Ga "C" ATNEW DOOR OPENINGEXIST. CONCRETE SLABWIDTHHEIGHT
NEW 8"-18Ga. C GIRT HEADERw/ CLIP L 4" x 4" x 14 Ga. x 6"CLIP w/ (4) #14 SCREWS EA LEGNEW 6" TOPPING SLAB6"114" = 1'-0"ELEVATION A-S5 INFILL EXIST OHD OPN'GEXIST. OHD OPENING 8'-0"NEW 8"-18ga. METALSTUD EA. SIDE w/ CLIP L 3"x 3" x 14ga. x 0'-6" w/ (3)#14 SCREWS EACH LEGCLIP L 4" x 4" x 14ga. x0'-6" w/ (4) #14 SCREWSEA. LEG (TYP. @ ALL NEWTO EXIST. CONNECTIONS2'-0"4'-0"2'-0"NEW 8"-18ga. Z-GIRTNEW 8"-18ga. Z-GIRT3'-0"3'-0"4'-0"7'-6"5'-0"EXISTING OHD HEADER &JAMBS TO REMAIN (TYP.)EXIST. 8" GIRTEXIST. 8" GIRTTOP/SLABAS PLANEXISTING OHD OPENING 10'-0"2'-6"NEW OPNGFOR FANCONT L 2x2x16 ga. x 8' FORWALL PANEL CONN @ BASENEW 24 ga. WALL PANELNOT SHOWN FORCLARITY, SEE SPECSNOTE1.COORD. REQUIRED ROUGH OPN'G SIZE WITH VENTILATION PLANS2.FRAMING FOR NEW 3'-0 x 7'-0 MAN DOOR OPENING SIMILAREXIST. DOCK LEVER STEELCOVER PLATES TO BE WELDEDSHUT EXCEPT WHERE SHOWNTO BE FILLED w/ CONCRETECONC FILL DOCK PITSWHERE INDICATED IN PLANNEW 6" CONC TOPPING SLABTYPICAL TOPPING SLAB DETAILSAW CUT & FILL JOINTS w/JOINT FILLER AS PER SPECS6 MIL POLYETHYLENEVAPOR BARRIEREXISTING CONCRETE SLABNOTES:1. EXISTING SLAB SHALL BE PRESSURE WASHED AND CLEANED.2. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER w/ LAPPED & TAPED JOINTS ON EXISTING SLAB.3. SEE SPECS FOR CONCRETE MIX AND JOINT SPACING REQUIREMENTS.36"12"12"12"36"12"12"12"PANEL ENDS & INTERIOR PANEL - ZONE 4 & 5TOP & BOTTOM PANEL - ZONE 4 & 5NOTES:1. ALL PANEL SIDE LAP FASTENERS SHALL BE 14"Ø-14 x 78" AT 20" O.C. VERTICALLY, MAX.2. FIELD FASTENERS SHALL BE #12-14 x 1 14" SCREWS AS INDICATED.3. ALL PANEL FASTENERS SHALL BE CORROSION RESISTANT SELF DRILLING SELF TAPPING HEX HEAD SCREWS W/ NEOPRENE WASHERS OR AS RECOMMENDED BY THE PANEL MANUFACTURER.34" = 1'-0"NEW EXTERIOR WALL PANELFASTENER DETAILT 1/4 x T CONST JT.18" WIDE x 14 (T) DEEP SAW CUT AS PLAN,SAW CUTS SHALL BE MADE AS SOON ASCONCRETE HAS HARDENED SUFFICIENTLYENOUGH TO PREVENT AGGREGATE FROMBEING DISLODGED BY SAW BLADE58" Ø SMOOTH BAR x 24" W/ SIKASPEED DOWELS @ 24" o.c.TYP C.J. CONST. JOINT DETAILTYP. I.J. ISOLATION JOINT DETAILTYP S.C SAWN JOINT DETAILFORMED JOINT FILLw/ SIKA LOADFLEX524 EZ JOINT FILLER12" I. J.FORMED JOINT & FILL w/12" x 6" DECK-O- FOAMEXP. JOINT FILLERFILL w/ SIKA LOADFLEX524 EZ JOINT FILLERDrawing File:XREF File:Plot File:Date Signed:Project No.:Sheet No.:Drn:Chd:Reference North& Associates, Architects P.A.D O N A D I Owww.donadio-arch.comFax.772.562.8600Tel.772.794.2929License No. AA0002238Vero Beach, FL 32960609 17th StreetArchitect:Issues:Project:No.:Date:Description:Vero Beach, Florida 32960ENGINEERING, INC.Consulting Structural Engineer2030 37th AvenuePhone: 772.569.1257 Fax: 772.569.4041C.A. License No.: 8662FL P.E. No.: 47520Copyright c 2018, Donadio & Associates, Architects, P.A., All Rights Reserved21-103AMike LueS.C.BakerEngineer:Key Plan:5701 ENVIRONMENTAL DRIVEST. LUCIE COUNTY, FLORIDARENOVATIONFORCONTENDER BOATSA04/30/21PermitTYPICAL SECTIONS &DETAILS, SCHEDULES& GENERAL NOTESS-5105/25/21OWNER REVISIONS208/03/21PERMIT REVISIONS