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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: . DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 I FORT PIERCE, NFL 349 2U5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT .REVISIONS: l lil nAncL `J;Ze C'�\a1l4e CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTEVIE): STATE: OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: NAME: '--� cl 6`uj �s ADDRESS: CITY: Cp STATE: (�L- PHONE (DAYTIME: "7-7a- 9 "l 9- 0 0 S b FAX: _ ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DE SLCCC: 912, Revised 06/i 1' DOWEL INTO EXISTING STEM WALL WITH #5 BAR ACI HOOK aQ 32" O.C. 6' LEG DOWN INSIDE WALL AND 12' EXTENSION. GROUT FILL EXISTING CELL WHERE DOWEL IS TO BE INSERTED. CONCRETE PAD. 4' BELOW F.F.E. iNSTALL DOWELS, REINFORCEMENT AND CONCRETE TO MATCH EXISTING F.F.E. (ENTIRE AREA NOT SHOWN FOR CLARITY. STORAGE ROOM (NON -CONDITIONED) 8'-0' FLAT CEILING ISTING COLUMNS TO BE REMOVED. •� BEAM TO REMAIN %, " • +33.5/-36.3 +33.5/-36.3 T-0" 7'-0" `u 5'-0" 1 T-0" NOTE: 1) DOOR AND WINDOW LOCATIONS CAN BE FIELD ADJUSTED, BUT SHALL NOT BE CLOSER THAN 36' FROM CORNER. 2) TOP OF WINDOW 74'. TOP OF DOOR 79.5' Floor Plan SCALE 1 /4" = 1- ELECTRICAL SCHEDULE SYMBOL DESCRIPTION DUPLEX RECEPTACLE 220 22OV RECEPTACLE 6 GFCI GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE WP WEATHER PROOF DUPLEX RECEPTACLE (y� 7 SINGLE RECEPTACLE TV TV JACK $ SINGLE POLE SWITCH $3 3-WAY SWITCH 8 ELECTRICAL PANEL BOARD RECESSED INCANDESCENT CAN LIGHT OCEILING MOUNTED PENDANT LIGHT - CEILING MOUNTED INXJWDESCENT LIGHT [)� SURFACE MOUNTED INCANDESCENT LIGHT ® LIGHTED EXHAUST FAN 3-SPEED REVERSIBLE FAN W/LIGHT SECURITY FLOOD LIGHT ® FLORESCENT LIGHTING ® SMOKE DETECTOR CARBON MONOXIDE DETECTOR ® THERMOSTAT PUSH BUTTON FOR DOOR BELL CHIME DOOR CHIME - INDICATES SWITCH LEG CIRCUITING ® PUSH BUTTON FOR GARAGE DOOR OPENER TRACK INCANDESCENT LIGHT HOSE BIB %POLVNEWAE 71b0 N AIM AWMM lDM AND DO= Sxut BE OWD MMiACDOED NO NSTRIID 70 EMAW A I DESM M PBLWNAE AS SM1ED N PLAN AID WiAIL EE SPACT TES W N ACMRM E IM 11E IW 0WAMCQMAT WF ALL DOOR f WOOE PEIAETFRS 0) C017 EVaE 16w1l1P 9lC1Ci ! (t) OWAt AF1EIt [ux EsrAwn A WINDOW & DOOR ATTACHMENT NO SCALE N %v REVIEWED FOR m N i CODE COMPLIANCE � ° 1 " LUCIE COUNTY`® ®o �® ®• BOCC Electric Plan ©° SCALE 1/4" = 1' .REVISIONT _ REVISIONS 1. COLUMNS TO REMAIN W W M � Fr'FJ� o t ,o A. U oO. O y n U W OR de !V Cr) Z Q J O _! Yu9 LL in 6 01 rv� • • e • 0 ° •4,� TE QF"X•: a 9• es N PU�,ao A-2 REVISIONS EXISTING BEAM IN LOCATIONS WITH OVERHEAD BEAM, CONNECT EXISTING TRUSSES TO BEAM WITH MTS12 AND BEAM TO TOP PLATE/STUD WITH MSTA 16. 2x4 BLOCKING EXISTING BEAM 2x4 BLOCKING 1. ADDED HEADER INFO. DOUBLE 202 WITH PLYWOOD FILLER HEADER OM DOUBLE TOP PLATE M BEAM TO KING STUD STUD =STUD LENGTH KING STUD 2x4 JACK STUD W/ 16d FACE NAILS @ 12" O.C. DOUBLE 202 WITH PLYWOOD FILLER HEADER g W o N o N r� s o U o w ov 'oge N d ' A R ., o F-I (2) LSTA20 FROM BEAM TO JACK STUD (1) LSTA12 FROM BEAM TO TO KING (1) MTS18 FROM BEAM TO KING STUD (2) 2x4 JACK STUD (2) 2x4 FULL LENGTH KING STUD 2x4 JACK STUD W/ 16d FACE NAILS @ 12" O.C. 2x4 SILL WALL SHEATHING WALL SHEATHING NOT SHOWN FOR NOT SHOWN FOR CLARITY CLARITY HTT4 W/ 5/8" A.B. @ HTT4 W/ 5/8" JAMB A.B. @ JAMB 2x4 PT BOTTOM PLATE WITH %* ® 2x4 CRIPPLE E I JDS @ ANCHOR BOLTS O 48" O.C. AND 6" 16" O.C. FROM EACH END OR CORNER. EMBED MIN. 8'. A 'O 0 0 LL TOP OF FTG/SLAB TOP OF FTG SLAB juu W m d SP4 FROM STUD TO BOTTOM PLATE J W LL SP4 FROM STUD TO BOTTOM PLATE vi `9 19 w I• W � a ° e 2x4 PT BOTTOM PLATE WITH 5/e° 0 ANCHOR BOLTS @ 48" O.C. Q J C 0 15- AND 6" FROM EACH END OR V m CORNER. EMBED MIN. 6'. w c 0 H us NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT NOTES: 9I l i I BB®� PRIOR TO DEMO AND CONSTRUCTION. Q6�ggj% R lf ya 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT LOADING PRIOR TO DEMO WORK. PRIOR TO DEMO AND CONSTRUCTION. ®-� 2. CONTRACT SHALL PROPERLY G! SHORE AND PROTECT THE EXISTING STRUCTURE FROM ® LOADING PRIOR TO DEMO WORK. 72 o° N REVIEWED F oo CODE COMPL.IANI, �a of - ono ST. LUCIE ° coal°° c COUN` fi �, !®1����: BOCC PS®j •, . SHEET DOOR FRAMING DETAIL WINDOW FRAMING DETAIL S-1 W„-T'w ,:�:�_ _