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HomeMy WebLinkAboutREVISIONFOUNDATION COLUMN & BEAM NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FBC 2012, AND ALL APPLICABLE CODES OR AUTHORITIES HAVING JURISDICTION OVER TOP OF FINISHED SLAB ELEVATION 0'0" FOR THE POINT OF REFERENCE SEE CONSTRUCTION DRAWINGS LOADS AND DESIGNED FOR FOUNDATIONS WAS BASED ON THE SOIL BEARING CAPACITY OF 2,500 P.S.I. FOOTING REINFORCING STEEL SHALL BE CONTINUOUS ANY CHANGES OF DIRECTION OR SPLICES SHALL HAVE A MINIMUM OF A 48 BAR DIAMETERS. DIRECTION CHANGES SUCH AS CORNERS AND STEP DOWNS THIS SHALL BE CONTINUOUS ON ALL BARS THROUGHOUT THE FOOTINGS REINFORCING STEEL REINFORCING STEEL SHALL BE PLACED AS SHOWN ON THE DRAWINGS REINFORCING STEEL IN BLOCK CELLS AND CONCRETE COLUMNS SHALL HAVE 90 DEGREE HOOK IN FOUNDATION AND BEAM IN ACCORDANCE WITH AN A.S.I. STANDERS COORDINATE ALL WINDOW AND DOOR ROUGH OPENINGS WITH WINDOW AND DOOR MANUFACTURERS SPECIFICATIONS. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615 GRADE 60 SPLICES ALL BARS 48 BAR DIAMETERS CLEAR COVER FOR REINFORCING SHALL BEE 1-1/2" AT BEAMS & COLUMNS, 2" FORMED FACES IN CONTACT WITH EARTH, 3" UNFORMED CONCRETE BELOW GRADE, 3/4" SLABS ON VAPOR ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTHS. ALL SLAB ON GRADE FC=2500 P.S.I. ALL FOOTINGS FC=2500 P.S.I. ALL BEAMS/COLUMNS FC=3000 P.S.I. z FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINFORCING TOP REINFORCING REMARKS MF-1 24" CONTINUOUS 16" (3) #5, #5 @48" TRANS MONOLITHIC MASONRY WALL SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT MWl 8" CMU # 5'S AT 44" O.C. ATTACHMENT/FASTENER SPECIFICATIONS METHODS OF ATTACHMENT APPLICATION SPACING HAND NAILED POWER ACTUATED 4" O.C. PANEL EDGES PLYWOOD WALL SHEATHING 8 D COMMON 2 1/2" X .131 6" O.C. INTERMEDIATE SUPPORTS APA 40/20 19/32' EXP 1 8D RINK SHANK 4" O.C. CORNER STUDS PLYWOOD 2ND FLR. SHEATHING 8D RING SHANK 4" O.C. PANEL EDGES APA 48/32" 19/32" EXP 1 2 1/2"X,131 8D RINK SHANK 8" O.C. INTERMEDIATE SUPPORTS 4" O.C. ZONE 1 PANEL EDGES PLYWOOD ROOF SHEATHING 8D RING SHANK , 2 1/2"X131 6" O.C. ZONE 1 INTERMEDIATE SUPPORTS APA 40/20 19/32" EXP 1 4" O.C. ZONE 2&3 PANEL EDGES 4" O.C. ZONE 2&3 INTERMEDIATE SUPPORTS COMPOSITION SHINGLES 1"X3/8" 12 GA. 1" X .118 11 GA. SEE PRODUCT APROVEAL 6" O.C. IN ROLL DIRECTION TIN TAGS 1" X 3/8" 12 GA. 1" X .118 11 GA. 12' O.C. ACROSS WIDTH WIRE LATH (GALV. RUST RESIS) 1 3/4" X NO. 11 GA 1 3/4" X 1" 16 GA. 2" O.C. B SIDE LAPS & TIED 4" O.C. BETWEEN SUPPORTS SOFFIT 1 1/4" _)(1' 16 GA. WIRE LATH (GALV. RUST RESIS) 4 D GALVANIZED 2" O.C. SIDE LAPS & TIED WALLS RINK SHANK B 4" O.C. BETWEEN SUPPORTS FASCIA 16D GALVANIZED 3 1/4" X .120 GALV. 2 EA. TRUSS END RECEIJAN 0 8 2016 30" 6" #4 BAR ® 24" O.C. �r DCWEL 1.5" DOWN __� d d. WWF 4X4 - W2.9 X W 2.9 MESH NEAR TOP OF NEW SLAB. ADD A NOMINAL AMOUNT OF FIBER MESH TO THE READY MIX CONCRETE (AT LEAST 3000 PSI CONCRETED TO HLEP CONTROL CRACKING DURING THE CURING PROCESS. CURE THE CONCRETE POUR USING EITHER SATURATED CURING CLOTHS FOR 7 DAYS OR SOME SORT OF CHEMICAL CURING. 4" CONCRETE SLAB, OVER 6 MIL VAPOR BARRIER OVER CLEAN TREATED COMPACTED FILL. SLAB REPAIR SCALE: 1" = V-D" MASTER BATH Termite protection: All buildings shall have a pre —construction treatment protection against subterranean termits. The rules and laws as established by the Florida Department of Agriculture and Consumer Services shall be deemed as approved with respect to preconstruciton soil treatment for protection against subterranean termits. A certificate of compliance shall be issued to the building deparment by the licensed pest control company. ELEV. 0'0" OFFICE of 4 reinf FAMILY (.G oot 0 WORK f j -; BEDROOM NO WORK ( (' i' ALL MANUFACTURES LABL.ES SHOWING U FACTORS AND SHGC COMPUANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED BALED FMISTBERSOR, AT IAOHM,, i RE TNT RESRCPiSIEILITi OF THE OHTRwrTOR OF RECORD NEW CONCRETE OVER % POUR / - 1 i L RAISE DEPRESSED S SLAB 70 4E.... "CANS AND ALL PROPOSED WpR MATCH EXISTING .7RE"8 .I13dECT TO ANY CORRECTIONS AE01,PIED BY FIELD INSPECTORS THAT ;,AAAY BE NECESSARY IN ORDER TO fl be'"a minimum n thickness, CRAFT CvVd t-,WITNIr1L'�IPPLld B(E.CODES. than 0.028 square ELEV. 0'0" reinforcing per � ch direction. /5o5'of76 01Ni'YrI*mDUYGD I 0 FOR CO - LIANVC'E 20 L 9,17 01ll'J L'STBEKEPT CBE &ViDE la MF-1 FOUNDATION P L A N SCALE: 1/4" = 1'-0" : I� CODE ❑ FLORIDA BLDG CODE 2014 5th EDITION W/ SUPPLEMENTS ■ FLORIDA EXIST. BLDG CODE 2014 ■ FLORIDA RES. CODE 2014 ■ ■NEC 2011 z U a > z W � zw �w _ zx � ao P- wozW awdaa �w Revisions: ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OVMED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNE& WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSION& CONTRACTOR SHALL VERIFY AND ttttttt>> �a oa ♦006 � m \ eo ., °A��., �, f L� U l x�Ln raw e�U Cax o > W 04H c) W M Lr) U�w DRAWN RB CHECKED RB DATE 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 SHEET A-4 OF SHEETS STUC BLOCK 5/8-GYPSUM BOARD FURRED TO BOTTOM OF TRUSS 5/8" GYPSUM BOARD iRIOR 1 5/8" MTL. STUDS AT 16" O.C. BATT INSULATION (R-4.2 MIN.) SCHEDULED BASE FLOOR SLAB MASONRY WALL 0 1 \-UNDERSIDE OF ROOF TRUSS 3 5/8" STEEL STUDS AT 16" O.C. MAX. X-6. STEEL STUDS AT WET WALL - COORDINATE WITH PLUMBING 5/8" GYPSUM BOARD CERAMIC TILE OVER CEMENT BACKER BOARD AT WET AREAS ATTACH RUNNER TO SLAB AT 2'-0" O.C. MAXIMUM O PERIMETER CAULKING AT WET AREAS ONLY FLOOR SLAB © TYPICAL METAL STUD PARTITION FURRING WHERE THE INTERIOR OF MASONRY WALLS IS FURRED, SUCH FURRING SHALL BE TREATED AND FIRE STOPPED AS HEREIN REQUIRED AND SHALL BE SECURELY FASTENED TO THE MASONRY WITH NOT LESS THAN ONE CUT NAIL IN ALTERNATE COURSE OF BLOCK. FIRE STOP FURRED WALLS IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT CEILING AND FLOOR LEVELS TO LIMIT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE TO 8 FEET. (2438MM) NO W THIS NEW IMPACT WINDOW 104 103 102 FLOOR P L A N SCALE: 1/4" = 1'-0" FILE CODE ❑ FLORIDA BLDG CODE 2014 5th EDITION W/ SUPPLEMENTS ■ FLORIDA EXIST. BLDG CODE 2014 ■ FLORIDA RES. CODE 2014 ■ ■NEC 2011 O w w � U P-� wozW aw�a ao ,mow I Revisions: IWNER REV 12-16-1: ALL IDEAS. DESIGNS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWMG ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON. AND IN CONNECTION VATH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS � U xw Q x o U¢w DRAWN RB CHECKED RB DATE 7-31-15 SCALE AS NOTED FOR PERMIT 7-31-15 SHEET A-5 OF SHEETS Q SEE FOU 4-30 IKICHI :XISTING :NGINEERED WOOD TRUSSES AT 24" O.C. :XISTING 32ALV. METAL DRIP CONT :XISTING X2, 1X6 FASCIA XISTING -EV. +8'-4" BUSS BEARING R-4.1 INSULATION 8x8 CONC. MASONRY INFILL J"STUCCO FINISH TO MATCH ADJACENT LEV. +0'-0" OP OF SLAB REF 10.0' ARIES T Y P S E C T 1 0 N SCALE: 1 /2" = 1'-0" MASONRY JOINT REINFORCING PLACED IN COURSES W/ BRICK TIES. SHOULD EXTEND TO WITHIN 1" FROM EACH END. BRICK TIE, 8" FROM BTM AND 16" O/C VERT SECURED TO FACE OF MASONRY W/ 1 /4" 0 x 2" TAPCOI` FILL CELL W/ MORTAR TO EMBED BRICK TIE BEND BRICK TIE DOWN INTO MASONRY CELL MASONRY INFILL DETAIL[A] SCALE: 1" = V-0' co I M 5030 HR TO MATCH EXISTING O +27.s 101 -32.1 FRONT ELEVATION r 1 SCALE: 1 /4" = 1'-0" A-6 in I RIGHT ELEVATION SCALE: 1 /4" = 1'-0" 0 +40.1 +35.5 +35.5 +40.1 -43.5 -38.9 -38.9 -43.5 REAR ELEVATION 3 SCALE: 1/4 11 = 1'-0" A-6 11. CODE 7 FLORIDA BLDG CODE 2014 5th EDITION W/ SUPPLEMENT' ■ FLORIDA EXIST. BLDG CODE 2014 ■ FLORIDA RES. CODE 2014 NEC 2011 P4 z 0 � z >�GQx wozW � W U z� z u da Nc Revisions: WNERREV 12-16- DESIGNS, SITS AND PLANS IR REPRESENTED BY IG ARE OWNED BY PROJECT. NONE OF SUCH IDEAS DESIGNS, AND ARRANGEMENTS I PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIT OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF RICHAF BARNES WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTOR SHALL VERIFY ANI BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS 0 THE JOB AND THIS OFFICE MU BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS ^ I � ^ o°p ^ lull •�� W W � ¢�U Cax P�H> zoo M r-i Vi W W � Q I DRAWN RB Cl IECKED RB DATE 7-31-15 tt SCALE :AS NOTED FOR PERMIT 7-31-15 SHEET A-6 OF SIRE SCHEDULE MARK I FRAME RLMARK�i 1 Jn 0©DO©C�N�E]iC�iliE�SEiE 0DOOR ©HO©0 Owslamo 1G mmmmmi-im -jE] 0■■■■■��■■N■■■■ ■■■■■0 ■■■■■■■■■ ■■■ ■■■ BEES■■ ■■■ NNNN� ■■■■■ ■ESSEMEMEME WHIM HOMMEM■■■■E■■■■ ■©■■■■ 00000000E ■■■ ■■■ ■■©■■■ ■■■ MINE mommi 0000E ■mmm■■■■■ MOMMI EEEEEEEEEEEEEEE MENNEN EEEEEEEEE MEN MEN EEEEEE MEN MINE SEEM! OENEE EINMEMMEEEEE EUEEEEEEEEEEEEE SUMMON MENOMONEE MEN ■■N MENNEN MEN EE■ MEMO! EENEE ■mmm00■■■ �EIM EE©EEEEEEEEEEEE E©NE= EEEEEEEEE MEN MEN MENNEN ONE ENO NNNN� EENEE EOEMOMOEEEEE � .EIM DE■■■■■■ ENNEEE ■©■■■■ ■■■■■■■■E ■0■ ■■■ ■■©■■■ ■■■ SEES■ ■�� SEES■ 1 I ro m � 101 101 102 103 103 10 ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CODE ❑ FLORIDA BLDG CODE 2014 5th EDITION W/ SUPPLEMENTS ■FLORIDA EXIST. BLDG CODE 2014 ■ FLORIDA RES. CODE 2014 ■ ■NEC 2011 O W Ua w z a d w � wozW ao Fviins: REV ALLIDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER NI7H0UT WRITTEN PERMISSION OF RICHARD BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THESE DRAWINGS - =m i1 J I°�ao tr r� ♦pa6 ...40' 15r `` ` (n W u l` CZ O M cn W Udw � Q DRAWN RB CHECKED RBDATE 7-31-15 scALE S NOTED FOR PERMIT 7-31-15 SHEET A-7 OF SHEETS DUPLEX OUTLET 120V 4 QUAD RECEPTACLE 120V ® RECEPTACLE 0 CEILING 120V Q FLOOR RECEPTACLE ® 220 VOLT OUTLET p, DISCONNECT ELECTRIC METER 0 ELECTRIC PANEL V TELECOMMUNICATION OUTLETS TO BE DOUBLE -GANGED; EACH CONNECTED BY CONDUIT WITH TWO(2) PULL -STRINGS (FOR TELEPHONE AND/OR OTHER HIGH-SPEED ACCESS) WITH A STANDARD WHITE BLANK COVER PLATE. NOTE: CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL REQUIRED TELEPHONE AND TELECOMMUNICAITONS EQUIPMENT, INCLUDING CABLE, WIRING AND WALL JACKS TO THEIR RESPECTIVE OFFICE AREAS WITH OWNER/AGENT. 4 Tv GFI GROUND -FAULT INTERRUPTER WP WATER PROOF JUNCTION BOX NOTE: ALL RECEPTACLES TO BE 0 15" AFF TO BOTTOM OF RECEPTACLE UNLESS NOTED OTHERWISE OR ABOVE COUNTER. RECESSED HIGH HAT w VAPOR PROOF ro J w z a R. 1/0 GND 2" FPL PVC TO TRANSFORMER O SINGLE STRIP FLUORESCENT 18 CELL, PARABOLIC, RECESSED FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLAST, AND UTILIZE WARM WHITE LAMPS. 18 CELL, PARABOLIC, RECESSED FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLAST, AND UTILIZE WARM WHITE LAMPS. TRACK LIGHTING WALL MOUNTED LIGHT FIXTURE TO BE HIGH -PRESSURE -SODIUM, 150 WATT, WITH "DUSK -TO -DAWN" LIGHT SENSOR AND MANUAL OVERRIDE. FLOOD LIGHTS ® EXHAUST FAN SWITCH 3 WAY SWITCH 4 WAY SWITCH ® SMOKE DETECTOR Q CARBON MONOXIDE (CO) SENSOR: HARDWIRED, 120 VOLT DETECTOR WITH BATTERY BACKUP. Q DOOR CHIME NOTE: ALL SWITCHES TO 0 42" AFF TO BOTTOM OF SWITCH UNLESS NOTED OTHERWISE. — — _ — SINGLE STRIP FLUORESCENT RESIDENCE PANEL A Q4OV. 1-PH. 200 A 42 CKT M.L.O. 2" PVC W/ 3-3/0 CU, 1#6 GRD ELECTRICAL NOTES: 1) THE WIRING METHOD TO BE USED IS TYPE OF 2) ALL OUTLETS, SWITCHES, FLUORESCENTS, LIGHT FIXTURES, AND ELECTRICAL PANELS TO HAVE PROTECTIVE DUST COVERS - TYPE NEMA 3R (VAPORPROOF WHERE APPLICABLE). 3) ELECTRICAL INSTALLATION WILL BE DONE IN ACCORDANCE WITH THE 2008 NEC AND THE FLORIDA BUILDING CODE WITH APPROVED AMENDMENTS. 4) ACCEPTABLE MEHTODS OF WIRING: NMC OR MC CABLE OR PVC CONDUIT. ELECTRICAL NOTES I ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FBC 2014' NEC2011, AND ALL APPLICABLE CODES OR AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. CONTRACTOR SHALL VERIFY WITH POWER CO. THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANELS AS REQUIRED ALL BRANCH CIRCUIT-S THAT SUPPLY 125-VOLT SINGLE-PHASE INSTALLED IN BED ROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER ALL WIRE SHALL BE THW COPPER UNLESS OTHERWISE NOTED ALL BRANCH CIRCUITS IN RACEWAYS OR NOW METALLIC SHEATHED CABLE COORDINATE RACEWAY INSTALLATIONS WITH OTHERS TRADES PRIOR TO CONSTRUCTION PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED OTHERWISE NOTED PROVIDE ON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE WATER PROOF BUBBLE COVERS ON RECEPTACLES EXPOSED TO WET AREAS PROVIDE GFI TRIP CONTROLLER WITH IN SIGHT OF ALL RECEPTACLES IT CONTROLLER PROVIDE 20 AMP GFI BREAKERS #12 WIRE W/20 AMP PULLS FOR ALL BATHROOMS, GARAGE, KITCHEN, LAUNDRY & EXTERIOR RECEPTACLES ALL PANEL BOARDS PROVIDED WITH A TYPEWRITTEN SCHEDULE SHOWING CIRCUIT NUMBER$ AND A COMPLETE DESCRIPTION OF EACH CIRCUIT. ALL ELECTRICAL WIRING DEVICES INDICATED TO BE INSTALLED IN MASONRY WALLS OR FLOORS SHALL BE FLUSH MOUNTED, INCLUDING BRANCH CIRCUIT PANEL BOARD UNLESS OTHERWISE NOTED. THE CONDUITS TO ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE CONCEALED IN WALLS OR FLOOR. CONTRACTOR SHALL VERIFY EXACT LOCATION OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING -IN. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT AND IT'S GIVE LOAD WITH OTHER TRADES. BEFORE PANEL A BRKR POLE LOAD WIRE LOCATION NO NO LOCATION WIRE LOAD POLE BRK 60 2 10000 6 AIR HANDLER 1 1,3 2,4 CONDENSER 2 8 7000 2 4 50 2 9000 6 RANGE 5,7 6,8 WATER HEATER 4500 2 3 20 1 1500 12 WASHER 9 10,12 DRYER 10 5000 2 3 20 1 1500 12 REF 11 20 1 1500 12 MW 13 1 14 BATH GFI 1 12 1 1500 1 2, 20 1 1200 12 DISHWASHER 15 16 BATH GFI 12 1500 1 20 20 1 1500 12 SMALLAPPLIANCE 17 18 LAUNDRY 12 1600 1 20 20 1 1500 12 SMALL APPLIANCE 19 20 GARAGE DOOR 12 1200 1 20 20 1 600 12 CEILING FANS 21 22 BATH FANS 12 200 1 20 20 1 1060 12 RECEPTACLES 23 24 LIGHTING 12 1000 1 20 20 1 1060 12 RECEPTACLES 25 26 LIGHTING 12 1000 1 20 20 1 1060 12 RECEPTACLES 27 28 LIGHTING 12 1000 1 20 20 1 1060 12 RECEPTACLES 29 30 LIGHTING 12 1 1 1000 1 20 1 20 1 1060 12 RECEPTACLES 31 32 EXT GFI 12 1000 1 2 20 1 1060 12 RECEPTACLES 33 34 EXT FLOOD LIGHTS 12 800 1 2 20 1 1000 12 DINING CHANDELIER 35 36 EXT LIGHTS 12 300 1 20 20 1 1000 12 KITCHEN LIGHT 37 38,40 POOL EQUIP 12 1500 1 20 39 41 42 PROVIDE FULL SIZE - GROUND WIRE TO WA PIPING & FOOTING S- WHERE AVAILABLE ETR R FULL SIZE COPPER 1 E CABLE THROUGHOUT INSTALATION ETR CD #6 SOLID COPPER 70 BUILDING STEEL CLAMP FITTING APPLIED AT ALL CONNECTIONS COPPER GROUND ROD TO BE x 10' LONG 6'-0" (MIN.) (MINIMU ) NOTE: PROVIDE ONE, OR AS MANY GROUND RODS AS NECESSARY TO COMPLY WITH GROUNDING RESISTANCE AS REQUIRED BY NEC-250. i I; rr i, is J' L -�� V t fu. Recessed lights (402.4.5) Shall be IC -rated and labeled to meet ASTM E 283 ETR O ETR ETR ALL COUNTER OUTLETS TO BE GFI PROTECTED. UNO AILL AREAS SPECIFIED IN NEC 210.12(B) TO BE ARC FAULT PROTECTED SMOKE DETECTOR NOTE SMOKE DETECTORS SHALL BE HARDWIRED TO BATHROOM OR KITCHEN CIRCUIT AND WITH BATTERY BACKUP. iNTERCONECT TO ALL OTHER SMOKE DETECTORS SO THAT ALL WILL SOUND. (FBC 905.2) AND (NFPA 101 243.4) CODE ❑ FLORIDA BLDC CODE 2014 5th EDITION W/ SUPPLEMEN' ■ FLORIDA EXIST BLDG CODE 201 ■ FLORIDA RES. CODE 2014 ■ ■NEC 2011 z O W OF I z dG U W G j W N Revisions: )WNER REV 12-16- ALL IDEAS DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED B' THIS DRAWING ARE OWNED BY RICHARD BARNES AND THE PROPERTY OF THIS OFFICE AN[ WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND CDNNECT10N WITH THE SPECIFIE PROJECT. NONE OF SUCH IDEA: DESIGNS, AND ARRANGEMENTS PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, Fl OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOU WRITTEN PERMISSION OF RICHA BARNES. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AN BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS C THE JOB AND THIS OFFICE ML BE NOTIFIED OF ANY VARIATIOF FROM THE DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS oe$ %0 ♦ o8p � m ' 6, b °ti [�l• •l fill♦ G� U U Ca x > FG F=•i � Ivy W � 1 W Q DRAWN RB 1-L SCALE AS NOTED FOR PERMIT 7-31-15 SHEET E-1 OF SHEE