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Home My WebLink AboutAPPROVED, Revision to plansEXISTING CEILING Existing Basic Floor Plan ©, SCALE 1/8' = 1' 1/2" GYP BD R19 INSULATION MINIMUM SLAB TOPPER TO MATCH EXISTING FFE REVIEWED FOR CODE COMPLIANCE ST. LUCIE^^C/^�OUNTY EXISTING ROOF SYSTROCC AND TRUSSES SOFFIT AND FASCIA EXISTING BEAM (WHICH SHALL REMAIN) IS PRESENT ON ONE ANCHOR DOUBLE TOP PLATE PER DETAIL. CONNECT EACH TRUSS TO TOP PLATE USING MTS20. HARDI LAP SIDING (FPA #13192) FASTEN PER MANUFACTURER'S REQUIRMENTS 72X4WALL FRAMING. DOUBLE PLATE. 2X4 PT SINGLE PLATE %" COX PLYWD SHEATHING OVER VAPOR BARRIER. 10d NAILS ® 4" O.C. AT SHEATHING EDGES, 8" O.C. IN THE FIELD ANCHOR BOTTOM PLATE PER DETAIL MAINTAIN MINIMUM 6" TERMITE INSPECTION STRIP PROPOSED FOUNDATION. SEE - SLAB TOPPER DETAIL SHEET S-2 d 'O TYPICAL WALL SECTION -All SCALE = N.T.S. Demo Plan ©� SCALE N.T.S. REVISIONS 1. COLUMNS TO REMAIN 1. CHANGE TO HARDI LAP lii ff;; i, G„ 1EM. � PEB � .7222E L ` a l St NAY--W- A-1 O in N ELECTRICAL SCHEDULE SYMBOLDESCRIPTION DUPLEX RECEPTACLE 220 220V RECEPTACLE NP GFCI GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE WEATHER PROOF DUPLEX RECEPTACLE VP WP - SINGLE RECEPTACLE 4 1V JACK _. . SINGLE POLE SWITCH 3-WAY SWITCH ® ELECTRICAL PANEL BOARD RECESSED INCANDESCENT CAN LIGHT FEXIST, __... _ OCEILING MOUNTED PENDANT LIGHT vww ry OWEL INTO EXISTING STEM WALL WITH #5 BAR , I CEILING MOUNTED INCANDESCENT LIGHT °O o ACT HOOK 32" O.C. 6" LEG DOWN INSIDE WALL AND 12" EXTENSION. GROUT FILL EXISTING CELL �Ltl SURFACE MOUNTED INCANDESCENT UGHT TOx WHERE DOWEL IS TO BE INSERTED. ® � LIGHTED EXHAUST TAN w "CONCRETE PAD. 4" BELOW F.F.E. 3-SPEED REVERSIBLE FAN W/UGHT j SECURITY ROOD LIGHT M NSTALL DOWELS, REINFORCEMENT — N AND CONCRETE TO MATCH FLORESCENT UGHRN0 EXISTING F.F.E, (ENTIRE AREA NOT _; __ n SHOWN FOR CLARITY. SD SMOKE DETECTOR STORAGE ROOM (NON —CONDITIONED) 8'—T FLAT CEILING EXISTING COLUMNS TO BE REMOVED. BEAM TO REMAIN +33.5/-36.3 +33.5/-36.3 5,_0. 7,_0„ Lir 5,_0„ 1. 17 Dn NOTE: DOOR AND WINDOW LOCATIONS CAN BE FIELD ADJUSTED, BUT SHALL NOT BE CLOSER THAN 36' FROM CORNER. Floor Plan SCALE 1/4' = 1' CO CARBON MONOXIDE DETECTOR T THERMOSTAT -PUSH C] BUTTON FOR DOOR BELL PEI CHIMEDOOR CHIME _ 1 i \ I INDICATES SWITCH LEG CIRCUMNG ® PUSH BUTTON FOR GARAGE DOOR OPENER 00000o TRACK INCANDESCENT LIGHT HB HOSE SIB I woalls Nn 000ws swL B: aRREo, WxEAcatm NR Nsruun ro rnBTAm A WNW [ENm'M P➢tSNXE A5 AA1FD R PLNI NAl9VlL a WICi T®$LNR NNmbAt eMM RC IrMLrPRoa uL ma a LWpN NA[lEht 01 Dx, mac xSwuN KO¢ a 0) La., W,a Rla LewLAax ,,1WINDOW & DOOR ATTACHMENT L_ NO SCALE REVIEWED FOR :ODE COMPLIANCE ST- LUCIE COUNTY BOCC Electric Plan SCALE 1/4" = V REVISIONS 1. COLUMNS TO REMAIN z I. i 1, 3.722 e De : i cc TATE OF a° �O •••e ,0 ''/ L O R C G^^ asee • �7pTAA, 1 I I E 1 7 7 A-2 REVISIONS WALL SHEATHING NOT SHOWN FOR CLARITY DOUBLE 2x12 WITH PLYWOOD FILLER HEADER fSEA ATIONS WITH OVERHEAD BEAM, CT EXISTINGTRUSSES TOMST WITTH MTS12UD ANDITH BEAM MSTAM1B (1) DSP DOUBLE TOP PLATE TO KING STUD AND HEADER (1) LSTA12 HEADER TO JACK STUD 2x4 JACK STUD 2x4 FULL LENGTH KING STUD CRIPPLES WITH STRAPPING ABOVE HEADER IF NECESSARY, STRAPS MUST EXTEND FROM TOP PLATE ONTO HEADER 2x4 JACK STUD W/ 16d FACE NAILS ® 12" O.C. HTT4 W/ 5/8" A.B. JAMB 2x4 PT BOTTOM PLATE WITH %* 0 ANCHOR BOLTS 0 48" O.C. AND 6" FROM EACH END OR CORNER. EMBED MIN. 6". TOP OF FTG/SLAB NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. DOOR FRAMING DETAIL DOUBLE 2x12 WITH 4" PLYWOOD FILLER HEADER (1) DSP DOUBLE TOP PLATE TO KING STUD AND HEADER (1) LSTA12 HEADER TO JACK STUD 2x4 JACK STUD 2x4 FULL LENGTH KING STUD CRIPPLES WITH STRAPPING ABOVE HEADER IF NECESSARY. STRAPS MUST EXTEND FROM TOP PLATE ONTO HEADER 2x4 JACK STUD W/ 16d FACE NAILS ® 12" O.C. 2x4 SILL WALL SHEATHING NOT SHOWN FOR CLARITY 2x4 CRIPPLE 16" O.C. OF NOTES: C 2x4 PT BOTTOM PLATE WITH %' 0 ANCHOR BOLTS 0 48' O.C. AND 6" FROM EACH END OR CORNER. EMBED MIN. 6'. 2x4 BLOCKING HTT4 W/ 5/8" A.B. ® JAMB 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. REVIEWED FOR 10ODE COMPLIANCE ST. LUCIE COUNTY BOCC WINDOW FRAMING DETAIL m INFO. 01 w m Ada J= w _" ogr aL N�3 i K w Nry W W 0 U ro C9 PeRo 'S - : Etlw_apg1•,P&° l40. Tza ., e ° TArWIF 151, Al o >'sAAN00 s 4ef 9 SHEET S-1 REVISIONS WALL SHEATHING NOT SHOWN FOR CLARITY NOTES: IN LOCATIONS WITH OVERHEAD BEAM, CONNECT EXISTING TRUSSES TO BEAM WITH MTS12 AND BEAM TO TOP PLATE/STUD WITH MSTA 16. SP4 AT EACH STUD WITHOUT A CONNECTION TO TRUSS. CONTINUOUS (2) 2x4 TOP PLATE TRUSS CONNECTION PER TYPICAL SECTION 2x4 S.Y.P. O 16" O.C. 2x4 BLOCKING AT SHEATHING PANEL EDGES SP4 AT EACH STUD, 2x4 PT BOTTOM PLATE WITH %" A ANCHOR BOLTS O 46" O.C. AND 6" FROM EACH END OR CORNER. EMBED MIN. 6". 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. do a a d Q.. d O 12" n d d a � c a d 12" JOINT STANDARD HOOK ® 48" O.0 IN THICKENED SLAB AREA. EMBED. SEE NOTE 1. 3000 PSI CONCRETE / 6X6 WIBER C4 TE I A FROM TOP. FIBER CRETE IS AN APPROVED ALTERNATIVE APPLY BONDING AGENT 4— — d PER AN d. EXISTING SLAB SAWCUT EXISTING SLAB TO ALLOW FOR THICKENED EDGE FOOTING. (2) y5 BARS CONTINUOUS NOTES: 1. #5 ASTM A 615 GR. 60 REBAR DOWELS WITH A STANDARD ACI 90' HOOK WITH 6" LEG DOWNWARD AND MIN 12" EXTENSION SHALL BE USED. PROPERLY CONSOLIDATE CONCRETE SO THAT AIR VOIDS ARE ELIMINATED. 2. COVER CONCRETE REPAIR WITH BURLAP AND KEEP DAMP FOR MIN. 3 DAYS. %llif REVIEWED FOR a "�°: BODE COMPLIANCE °'' ST. LUCIE COUNTY, ri BOCC 0 •. LOAD BEARING WALL SLAB TOPPER uYd✓ gpE1 E S-2 3 0` U.