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DRAWINGSTOTAL AREA A/C AREA ------ 1313.00 Sqft FINISHED STORAGE -- 100.00 Sqft FINISHED OPEN PORCH -726.00 Sqft. FINISHED GARAGE- - - -315.00 Sqft. TOTAL A/C AREA ---1,31J.00 Sqft TOTAL AREA ----- 1854.00 Sqft NEW A/C AREA ----914.00 Sqft NEW REAR PORCH --59.00 Sqft NEW TOTAL A/C AREA -2227.00 Sqft NEW TOTAL AREA ---2827.00 Sqft s A IYOUT SCALE: 114__-1'-0_ ELECTRIC SYMBOLS OUTLET S.P. OUTLET 0 2'X 4" LAMP SWITCH ATV TELEVISION 3 3 WAY SWITCH LIGTH ti GFCt GFCI OUTLET 240 VOLTS 1 TELEPHONE C. FAN CSA SMOKE ALARM 'E E. FAN ELECT. PANEL DISCONNECT MINI - RECESS LIGHT 0 SPEAKER 0 CARBON MONOXIDE 1 CMD DETECTOR I NEW 150 AMPS ELECT. PANEL EYACT AT CONTRACTORS N MAY VERTORS F DISCRETION). NEW I- POWER METER W/ 3D0 AMPS BRK. DISC. GENERAL ELECTRICAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2008 NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. WIRE SIZE SHALL BE # 12 & # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OT4ERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. 1 PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (G.F.I.) BREAKER WITH SEPARATE CIRCUIT. 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. 9. ALL RECEPTACLES TO BE TAMPER-RESISTANT RECEPTACLES (NEC 406.11) AREA REQUIRED IN DWELLING UNITS ALLS AREAS SPECIFIED IN 2008 NEC, ALL 125 VOLTS, 15 AND 20 AMPS RECEPTACLES UNLESS OTHERWISE SPECIFIED. 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 11, THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 13. LIGHTING FIXTURES SHALL BE SELECTED BY OWNER & CONTRACTOR INSTALLED 14, SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED. 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17, THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. 19, ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 21. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 22. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER CONTRACT. 23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. 24. OUTDOOR LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE CONSUL,A :Tt' PANY. ' R'F' _ 1 OWNER)25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. DE COORD[NATEI WITH AUDIO/VISUAL CONSULTANT/COMPANY. '(VERIFY W/ OWNER) 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY W/ OWNER) 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 30, DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. 31. ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DESIGNED DRAWINGS. AS BUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY DURING THE PERMITTING PROCESS. s 32. ALL RECEPTACLES TO BE 6'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND TRUCTION REPORT ANY DISCREPANCIES IN WRITING ELECTRICAL t CALCULATION CALCS. PRIOR TO CONSOVERHEAD SERV. 34. ALL OUTLETS SHALL BE TAMPERED. ELECTRICAL --Contractor shall verify with Florida Power & Light (FPL) the location of service and shall locate meter and panel as required, verify all conductors and breakers with equipment manufacturers' specifications, coordinate raceway installations with other trades prior to construction. All branch circuits in raceway or non-metallic sheathed cable. STANDARD METER MAIN DISC. 150 AMP'S MAIN DISC, 150 AMPS 5/8" GROUND ROD W/ #4 COPPER GROUND BOND TO FOUND. STEE__. & COLD WATER PIPE 3 #3/0 IN 2 1 /2" RIGID CONDUIT 3 T T1V 2-- RIG 16-"- _ CONDUIT & #6 GROUND 150 AMP 150 AMP 120/240 V 120/240 V W/ COPPER W/ COPPER WIRING WIRING #6 GROUND 3 #1/0 IN, 2" RIGID CONDUIT ELECTRIC I GER DIAGRAM SCALE: NTS AUG IS M5 cop nrgol=z a 9 ,,FF. ORJ ;`�.I�-1 s�3? pNslS'�1�`Rsi WITH A t CITY OF q /I�'r y 3 S•Y °.,.�. _._._.ter �.a+..sr� ....u,m... -ra .... -us # ! REVISION DATE ? BY CONSULTING &, DESIGN S HI E ET t� fi 1 OF S "I , , G 125 AMPS ' LNCATIDN SEE ELECTRICAL/PLANT FO13 ELECTRIC BBEE 11?(MADE AT 150t4�PS. PANEL. VJOLTAGE 120/240 M[IdNTING FLUSH '� CKT, POLE ESCRIPTI❑N W E & CKT. P❑� DESCRIPTION WIRE &/ TRIP ❑NDUIT TR'fP C❑NDUIT 1 2 50,E STOVE #6-1' 2 �2 30 DRYER #10-1� 3 4 i 5 2, 30 W/H #10-1" 6 2 30 A/C/ #1 #10-3/4" / 7 8 9," 1 1 5 KITCHEE- LIGHTING #14-k/2' 10 1 2 REFRIGERATOR #12-1/2' X11 1 15 BEDROOM 41 4-1/2' 12 1 20 MACROWAVE i� #12-1/2" 13 1 15 /D`EDROOM #2 #14-1/2' 14 15 LIVING ROOM 15 1 1,� BEDROOM #3 #14-1/2' 16 1 j5 GCFI GARAE,E #14 1/2" 17 1 15 GARAGE DDDR #14-1/2' 18 1 20 GCFI TCHEN 412-1/2" 19 1 20 WASHER #12-1/2" 20 SPARE NEW 150 AMPS ELECTRIC PANEL. CKT. POLE DESCRIPTI❑N WIRE & CKT. POLE DESCRIPTI❑N WIRE & TRIP C❑NDUIT TRIP C❑NDUIT 1 15 OUTLET DINING RM, #14-1/2' 1 15 GENERAL LIGHTING #14-1/2' 2 60 A/H#1 #6-1" 2 60 FUTURE POOL #6-1' 2 30 1 A/C COMP#2 #10-1' 2 30 A.H.0#2. #10-3/4' j 20 NEW MASTER BEDROOM#12-1/2' FAULT PROTECTED CIRCUITS 1 20 NRULT PROTECTED CIRCUITS LY ROOM #12-1/2' 1 20 BATHS CIRCUITS #12-1/2' 1 20 GFI RECEPTACLE #12-1/2" 2 30 DRYER #10-3/4' j_---20 GFCI SMALL APPLIANCE #12-1/2' 1 15 GENERAL LIGHTING #14-1/2' i 20 WASHER #12-1/2' i j5 RECESS LIGHTING #14-1/2' LOAD CALCULATION (EXIST. HOUSE) LOAD CALCULATION (NEW ADDITION) LOAD CALCULATION LOAD CALCULATION 3 WATTS X 1313 SF =3939 WATTS 3 WATTS X 914 SF =2742 WATTS 2- S. APPLIANCE =3000 WATTS 2- S. APPLIANCE =3000 WATTS 1- REFRIGERATOR = 1500 WATTS 1- DISWASHER = 1500 WATTS 1- DISPOSAL = 1500 WATTS 1- DRYER = 5000 WATTS 1- DISWASHER = 1500 WATTS 1- MICROWAVE = 1500 WATTS TOTAL CONNECTED LOAD = 12242 WATTS 1- WATER HEATER = 1- STOVE = 4500 WATTS 8000 WATTS A.H.U. H, STRIP @100% = 10000 WATTS 1- WASHER = 1500 WATTS FIRST 10 KW REMAIN @100% = 5000 WATTS 1- DRYER = 5000 WATTS KW REMAIN @40% = 897 WATTS 1- SPRINKLER SYST, = 1500 WATTS TOTAL LOAD = 15897 WATTS 1- LAUNDRY REC. = 1500 WATTS TOTAL CONNECTED LOAD = 34939 WATTS TOTAL LOAD DEMAND j A.H.U. H. STRIP@100% = 10000 WATTS 15897 WATTS / 240 VOLTS = 67 AMPS FIRST 10 KW REMAIN @100% = 10000 WATTS KW REMAIN @407. = 9976 WATTS TOTAL LOAD = 29976 WATTS TOTAL LOAD DEMAND 29976 WATTS / 240 VOLTS = 125 AMPS NEW SERVICE 300 AMPS. CALCS. PRIOR TO CONSOVERHEAD SERV. 34. ALL OUTLETS SHALL BE TAMPERED. ELECTRICAL --Contractor shall verify with Florida Power & Light (FPL) the location of service and shall locate meter and panel as required, verify all conductors and breakers with equipment manufacturers' specifications, coordinate raceway installations with other trades prior to construction. All branch circuits in raceway or non-metallic sheathed cable. STANDARD METER MAIN DISC. 150 AMP'S MAIN DISC, 150 AMPS 5/8" GROUND ROD W/ #4 COPPER GROUND BOND TO FOUND. STEE__. & COLD WATER PIPE 3 #3/0 IN 2 1 /2" RIGID CONDUIT 3 T T1V 2-- RIG 16-"- _ CONDUIT & #6 GROUND 150 AMP 150 AMP 120/240 V 120/240 V W/ COPPER W/ COPPER WIRING WIRING #6 GROUND 3 #1/0 IN, 2" RIGID CONDUIT ELECTRIC I GER DIAGRAM SCALE: NTS AUG IS M5 cop nrgol=z a 9 ,,FF. ORJ ;`�.I�-1 s�3? pNslS'�1�`Rsi WITH A t CITY OF q /I�'r y 3 S•Y °.,.�. _._._.ter �.a+..sr� ....u,m... -ra .... -us # ! REVISION DATE ? BY CONSULTING &, DESIGN S HI E ET t� fi 1 OF S "I , , r NOTES LEGEND . ALL HDPE PIPE IS TO BE SIMILAR AND �'" EQUAL TO N12 PROLINK ULTRA AIR R '`-""`i;' I Q 5 10 20 CHAMBER PIPE AS MANUFACTURED BY O = DRAIN BASIN ADVANCED DRAINAGE SYSTEMS., INC. W E SCALE: 1 " = 10' ■ McLeod • McCarthys b ; TRENCH DRAINS ARE TO BE SIMILAR AND �7 ,,,, F<>. >; 5 LOT EQUAL TO JOSAM SERIES 76004 TRENCH = STORM SEWER DRAINS. ARCHITECT TO SELECT GRATE A,,A Associates, P.A. ,�, ," .,�4, ,, .,,, `>,,, U ;•,; :; F, MATERIAL. Civil E Cl g I rl @@ CS S I ..._,..,._....,.....�.�........................................_...�........_..__......._.__._-..:;.,._..:.,...............___...._...,.......,...........___......�.__.........,........................_.......,.,_.._....._._._._..._.�.......,..,......_. ..�...� ....�._.__....._.._.,.�......__..,�.._.-m,:._................_._.�.._..___........_.... . _...........,.....,.,.,.....�......_...,,..,--_.,_,,,.,,.,.,.,,......_..,,,_.__..__,._._.._._........BAFFLE ....... ...................__. _ ■ DRAINAGE STRUCTURES ARE TO BE 24" = GRATE ELEVATION DRAIN BASINS WITH SUMP & DEBRIS 16.�65 AS MANUFACTURED BY The Forum III 1655 Palm Beach Lakes Blvd, Ste. 712 ADVANCED DRAINAGE SYSTEMS, INC., OR West Palm Beach, FL 33401 13.65 = INVERT ELEVATION EQUAL. P: 561.689.9500 F: 561.689.8080 � = EXISTING ELEVATION www.mcleodmccarthy.Com MCCO , , ,INLET , .Y%, i' r ) O Cv 'ffm (ASPHALT P . c a A , .; BM FOUND f K f - `s. % % s .. , s FOUND '+»!F ? D � �>,.; , ELEVATION . s. ROADs - -. r :.. / ASPHALT v„' sCO 4 0 Z3 CONST. 12 LF CONST.10LF a =: 6"TRENCH DRAIN 6" TRENCH DRAIN # < ' �' 9 GRATE 4. 7.0 , s - GRATE EL. 7.0 o � o 'o Uj € ( co o z f/, ...,.......I ° Cz *� °° UND »,' ' ' y%- f ,,, M , 4 5/81,R, MIN. GRADE ELEV. 7.0 ° o o .. si ✓ /;. ;\ / s '.../ max �� r�PE PIPE MP,) ' / ` Y 0 `'- ° E LU o �a. - G 0,:.% �'i... f �W t ”. , 3 Y OVER LAP Q) ro U 4 ,. „eta ,.. .,»„S o» s s ` ; / #» f ! ... ,,.1'.. .,, , .,r �,,..., ...,/ , ,., ,,RTH )f 12 MIN. � � Lr) v L_ ° o Of z / NST. 4 LFCO y 6 '� + �+JQz ...... UNDERGROUND 4 WIDE ' CONST. 24" NYLOPLAST EXF. TRENCH DRAIN BASIN WI SUMP co 1r :, F f°.,,, ,` ` I , :: '' & DEBRIS BAFFLE f , /` , r _ I ,/ GRATE EL. 7.0 28 R GEOTEXTILE FILTELOT ffI INV 4.5 E-W FABRIC ENVELOPE ;r f f ..._�. f S I I INV. 4.0 S � r 1. 14 12" DIA. PERFORATED PIP NV. 4.00 .� .,, : - , . ..—,. z O 4 MIN. /4 CLEAN V, T WASHED ROCK LIJ «,'4`0 ».»., , ,. GARAGE. # �..... »„»� 3r �'' 18 f PIPE 18±” .,.:. � ..... _... 203 4 LOT 29 LOT' `� A,.,;k STORY , g, ,r, CROSS SECTION EXFILTRATION TRENCH F _�,S, RESIDENCE NTS / ,. / ., FFELEVATION y ; z N i Q 8,1 TRENCH DRAIN ff 1 f <; „ 213 d if sl ,- „! j f ; —113 4" PIPE SECTION B—B 1� s�' 4 i ° /r a, / �,� .� ! f- ,, f '" NTS LU C*11 # I / f f' /Ix � 4 ?'� ! qqr ,.,, ITION E / L 8" PVC PIPE Z > `Z5 f s `�� �,.,»,.»/,/�.,,,,_.(.._. �,.......... �, _y ........, 7/n ,=., .,,,.»,-,,.., ,»»»»,..... 6 ... ,r,,,,»...I »,,, »» .. ,,,.1,,,.,,,,/.......F �!' ---..................../.,,,.,,,,f„#.,,�/Lr.. '.. 6' TRENCH DRAIN DETAIL / LLJ � r PROP NTS O J W f ✓ / Y ,nt/ Y ,ix / FENCE-/ WEST POOL UNIVER WEST LU LLj f CONSTRUCTION k ; ✓r O ; f 15' BUILDING LINE f � s .,,. ,,X ,../ , f FOUND : IN CONC, rIN CONC, .F f coaftm OIC S9�Tep-pxj! COPY r � '.. , _».......:.».........._. .............. y , 1 , ...-....-., ......., .. ..........WOOD .. , DATE: 04-23-15 42,5 DOCK r> fr r� ; � f r SHEET � H .:.. /G L Know what's below. Call before you dig. PLAN VIEW OF 1 F - ( ExisT. o. H EXIST. wiNDows I313.00 Sqft FINISHED STORAGE -- 100.00 Sqft (d FINISHED GARAGE- - - -315.00 Sqft. (WILL BE REMOVE), Sqft FLOOR ELEV. 1854.00 Sqft I I 0'-0" IW z NEW TOTAL A/C AREA -2227.00 Sqft I 2827.00 Sqft 9. Splitting or cracking of structural components due to installation FAMILY RM. 1/4"--1 FLOOR ELEV. 1. THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE STUCCO rL�•• .. 0'-0„ 10. Unless otherwise noted, the installation of specified hardware FOR THE SAFETY OF THE OCCUPANTS AND THE WEATHER- PROOFING OF THE CAULK -1 /2" DRYWALL EXIST. w CAULK �3WNDOW /16"� 2" EMBED P FRAME BEDROOM ti m 2. PRIOR TO DEMOLITION THE GENERAL CONTRACTOR IS TO VERIFY EXISTING 1"X4" BUCK CASE AROUND �APGOYN3 E ACCORDING SCREWS TO CONCRCON ETE pU CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. FOR WINDOWS USE BORATE @16 O.C. PRODUCT APPROVAL. FLOOR ELEV. 11. Bearingpoints of trusses Shall have Vertical Studs in a number OR P.T. 1"X6" BUCK 3. SALVAGE ITEMS AND MATERIALS SHALL REMAIN THE PROPERTY OR P.T. 0'-0" equal to the number of plies of the bearing member when the OF THE OWNER AS PART OF THIS CONTRACT. CONTRACTOR SHALL W � bearing member is 2 ®r more plies unless noted. li I� I� Iw I _I aO nr z_ o WW Z ccNZ � I a DUx I cn v3� I A 112 zrI -15' I EXIST. 0. N 10 I ------------ T- - I EXIST WIND, t-LuuR fr-ml N. SCALE: 114"=I' -O" -54' A [1111 FLOOR PLAN, TOTAL AREA A/C AREA ------ I313.00 Sqft FINISHED STORAGE -- 100.00 Sqft EXIST. SL. GLASS DOOR FINISHED GARAGE- - - -315.00 Sqft. (WILL BE REMOVE), Sqft TOTAL AREA----- 1854.00 Sqft I I Sqft NEW REAR PORCH --59.00 z NEW TOTAL A/C AREA -2227.00 Sqft EXIST. 2827.00 Sqft 9. Splitting or cracking of structural components due to installation FAMILY RM. 1/4"--1 FLOOR ELEV. 1. THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE STUCCO rL�•• .. 0'-0„ I ------------ T- - I EXIST WIND, t-LuuR fr-ml N. SCALE: 114"=I' -O" -54' A [1111 FLOOR PLAN, TOTAL AREA A/C AREA ------ I313.00 Sqft FINISHED STORAGE -- 100.00 Sqft FINISHED OPEN PORCH -126.00 Sqft. FINISHED GARAGE- - - -315.00 Sqft. TOTAL A/C AREA ---1313.00 Sqft TOTAL AREA----- 1854.00 Sqft NEW A/C AREA ----914.00 Sqft NEW REAR PORCH --59.00 Sqft NEW TOTAL A/C AREA -2227.00 Sqft NEW TOTAL AREA 2827.00 Sqft Superimposed Dead Load 30 pst for cement tiie b. First Floor loads: Live Load 40 psf Balcony live Load 50 psf (if applicable) Superimposed [lead Load 20 psf for floor Wood framing Superimposed Dead Load 100 psf for suspended concrete slabs c. Wind Loads: In accordance With ASCE 7-10 [building category 2; 170 mph Wind speed; exposure C, and importance factor I =1.00] and internal pressure coefficient GCpi= +/-0.18j and an average -------------------- f 30 f ----------, I EXIST. WINDOW I POWER METER 00/ W/ 200 AMPS BRK. DISC. n ( I Iii1VVFFIS pressure o Pa. VERIFY ALL MASONRY OPENINGS 3. Alowable Soil bearing capacity: 2500 PSF. WITH WINDOW AND DOOR M A N U F. 4. All structural concrete shall have minimum compressive strength of 3000 psi at 28 days. 5. Slab/ Footings to be concrete with minimum 2500 psi. compressive strength at 28 days . See plans for size and steel 1/4" CONTINUOUS requirements. BEAD OF CAULK 1 1/2" BEHIND BUCK. 2 3/4" DOOR w6. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: 1-1 /2" Suspended Slabs: 1 " Ij C.M.U. WALL O D 1 f 48 b d' lGrade EXTERIOR. SID t INTERIOR SIDE o a- 7. Lap all reinforcing stee a minimum o Calamet 2-16 d © ea. TRUSS. OR BLOCKING ® 24" O.C. BETWEEN TRUSSES 2"x 4" BLOCKING © 8'-10' O.C. R-30 INSULATION 5/8" DRYWALL -1 2"x 4" TOP PLATE OR GALV. STEEL RUNNER 1/2" DRYWALL 2"x 4" GALV. STEEL STU[ MIN. 25 GA. ® 16" O.C. OR 2"x 4" WOOD STUDS @ 16" O.C. 2"x 4" P.T. PLATE OR GALV. STEEL RUNNER HILTI PIN EMBED 1 1/2" © 24" O.C. MIN. -0" (NON-BEARING) .; •WALL DETAIL N.T.S 1#5 L -SHAPED BARS W/ 30" LEGS. EACH BB. SCALE: N.T.S. LL 1#5 L -SHAPED BARS W/ 30" LEGS. EACH BB. L SCALE: N.T.S. # 1 REVISION DATE j BY GLOBAL CONSULTING & DESIGN .�L d d M ey1 U > Pq00 cal IN ' w �� II �U �+ U D ers. A W 60 steel minimum in beams and columns. D 0 8. All Lumber in contact with concrete or masonry shall be pressure DEMOLITION N 0 TE S : treated. f,MAX. 9. Splitting or cracking of structural components due to installation (IF APPLICABLE) 1/4"--1 of hardware is not permitted. 1. THE EXISTING BUILDING IS OCCUPIED- ACCOMMODATIONS SHALL BE MADE STUCCO rL�•• .. 10. Unless otherwise noted, the installation of specified hardware FOR THE SAFETY OF THE OCCUPANTS AND THE WEATHER- PROOFING OF THE CAULK -1 /2" DRYWALL shall conform to the manufactures instructions and standard BUILDING. CAULK �3WNDOW /16"� 2" EMBED P FRAME raCtlCe. 2. PRIOR TO DEMOLITION THE GENERAL CONTRACTOR IS TO VERIFY EXISTING 1"X4" BUCK CASE AROUND �APGOYN3 E ACCORDING SCREWS TO CONCRCON ETE pU CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. FOR WINDOWS USE BORATE @16 O.C. PRODUCT APPROVAL. TO 11. Bearingpoints of trusses Shall have Vertical Studs in a number OR P.T. 1"X6" BUCK 3. SALVAGE ITEMS AND MATERIALS SHALL REMAIN THE PROPERTY OR P.T. TYPE CCA FOR DOORS USE BORATE TYP. ALUMINUM TYPE CCA WINDOW JAMB AND equal to the number of plies of the bearing member when the OF THE OWNER AS PART OF THIS CONTRACT. CONTRACTOR SHALL SLIDING GLS. DR. JAMB bearing member is 2 ®r more plies unless noted. DELIVER THESE ITEMS TO A LOCATION AS DIRECTED BY OWNER. WINDOWS ANCHOR DETAIL 12. Unless otherwise noted for exterior walls, exterior plywood 4. WHERE EXISTING PLUMBING AND PIPING IS TO BE REMOVED OR REPLACED CARE SHALL BE TAKEN WHEREVER CUTTING OR SCALE N.T.S sheathing is to be nailed with Sd galy. or better nails 3"o.c. edges DRILLING IS INDICATED OR REQUESTED. WORK SHALL BE NEATLY and 6"o.c. field. Interior drywall Screwed with screws 1 1/2" long SAW -CUT OR DONE IN A MANNER NOT TO DAMAGE ANY WORK THAT IS TO REMAIN. PATCH ADJACENT WALLS. FLOORS AND CEILINGS AS drywall screw are 7" o.c. for ceilings and 8" o.c. on walls per F C REQUIRED TO MATCH EXISTING CONDITIONS. 1"x 4" BORATE BUCK 2306.1. R 702.3.6 5. ELECTRICAL CONTRACTOR IS TO DISCONNECT, CAP, AND REMOVE ; 1 /2"DRYWALL 1 "x 611PT BORATE BUCK OR 13. Anchor In -fill CMU /starter column to existing masonry with 1'° ALL ELECTRICAL CONDUIT AND WIRING AFFECTED BY THOSE 2"x 6"PT BORATE BUCK AREAS DESIGNATED TO BE DEMOLISHED. -C.M.0 WALL (PER PRODUCT APPROVAL) / _ 1° Wide x 16 gage corrugated galvanized steel masonry anchors 6. CONTRACTOR TO PROVIDE TEMPORARY WEATHERPROOF DOOR MOULDING /" _DOOR ANCHORS PER embedded in masonry Joints at 16" o.c. fasten masonry anchors to CLOSURES AT ALL EXTERIOR OPENINGS RESULTING FROM PRODUCT APPROVAL existing concrete / masonry with 1/4" tapcon fasteners with DEMOLITION WORK AND INTERIOR AND EXTERIOR SHORING • 02" DOOR WOOD FRAME BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT ORBRICK minimum 1 1/4" embedment. COLLAPSE OF AREAS TO BE DEMOLISHED AND ADJACENT AREAS MOULDING .. , ... -CO 14. Exterior porch ceiling and soffit 7/g'° stucco on high rib lath TO REMAIN. j 7. CONTRACTOR IS TO CONSTRUCT TEMPORARY DUST- PROOF 44" TFROM N END)/2D. 12' O.C. w/2'/4" nailing. PARTITIONS AT INTERSECTION OF THOSE AREAS TO REMAIN AND THOSE THAT ARE TO BE DEMOLISHED. ANCHOR DETAIL 15. Storm protection required for all glazed openings in accordance I®CBI codes. 8. CONTRACTOR TO PROPERLY DISCONNECT AND CAP -OFF EXISTING SCALE: N.T.S. 16. Product approval req. for doors, windows, roof, engineerer.4 GAS LINE WHERE GAS DRYER AND HEATER ARE TO REMOVE. 9. LANDSCAPING AT THE FRONT OF THE BUILDING SHALL BE REPAIRED AND RE - lumber, garage door & storm protection in accordance w/ FBC 2010 PLACED TO ACCOMMODATE THE NEW WALKWAY LOCATIONS- SPECIFICATIONS OF and IOCaI COdeS. MATERIALS SHALL BE BY OTHERS. 10. DEMOLITION AND NEW BUILDING MATERIAL STOCK SHALL NOT INTERFERE OR HINDER EMERGENCY ACCESS OR RESPONSE TO STRUCTURE OR VICINITY, INCLUDING FIRE LANES 2-16 d © ea. TRUSS. OR BLOCKING ® 24" O.C. BETWEEN TRUSSES 2"x 4" BLOCKING © 8'-10' O.C. R-30 INSULATION 5/8" DRYWALL -1 2"x 4" TOP PLATE OR GALV. STEEL RUNNER 1/2" DRYWALL 2"x 4" GALV. STEEL STU[ MIN. 25 GA. ® 16" O.C. OR 2"x 4" WOOD STUDS @ 16" O.C. 2"x 4" P.T. PLATE OR GALV. STEEL RUNNER HILTI PIN EMBED 1 1/2" © 24" O.C. MIN. -0" (NON-BEARING) .; •WALL DETAIL N.T.S 1#5 L -SHAPED BARS W/ 30" LEGS. EACH BB. SCALE: N.T.S. LL 1#5 L -SHAPED BARS W/ 30" LEGS. EACH BB. L SCALE: N.T.S. # 1 REVISION DATE j BY GLOBAL CONSULTING & DESIGN .�L d d M ey1 U > Pq00 cal IN ' w �� II �U �+ U IL. ® V. SCALE: 114"--l'—O" TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY BF16-1B/1T NOMINAL WIDTH LQUANTITY OF #5 NOMINAL HEIGHT 1 REBAR AT TOP .-% e-% ff ff mr'j VIE W. uut" 1/4"=1 '-0" NOTE.• FLORIDA CERTIFICATE OF PRODUCT APPROVAL No. FL 158. PRECAST, PRESTRESSED CONCRETE LINTELS: A— PRECAST, PRESTRESSED CONCRETE LINTELS TO BE PROVIDED BY CAST—CRETE (OR APPROVED EQUAL) AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. SHORE FILLED LINTELS AS REQUIRED. PROVIDE MINIMUM 4" BEARINGS AT EACH END. B— IN LIEU OF 1#5 REINFORCING BARS ON TOP. C— STANDARDS: COMPLY WITH REQUIREMENTS OF PCI, ACI 301, ACI 318 AND ACI 530. D— REINFORCING BARS: ASTM A615, GRADE 60. E— PRESTRESSING TENDONS. ASTM A416, GRADE 270, UNCOATED, 7/32" WIRE, LOW RELAXATION STRAND. F— CONCRETE: 1— CEMENT: ASTM C150, TYPE I OR Ill. 2— FLY ASH: ASTM C618, CLASS C OR F. 3— SILICA FUME: ASTM C1240, AMORPHOUS SILICA. 4— AGGREGATES: ASTM C33, MAXIMUM 3/8" DIAMETER. 5— STRENGTH: MINIMUM 3,500 Psi AT 28 DAYS FOR PRECAST LINTELS AND 6,000 Psi FOR PRESTRESSED LINTELS. 6— GROUT STRENGTH: MINIMUM 5,000 Psi. --s CAST -CRETE U LINTEL SCHEDULE PRECAST & PRESTRESSES MIN. (1 REQ'D) SIZE i TYPE ALLOWED GRAVITY #5 REBAR AT TOP ALLOWED UPLIFT APPLIED UPLIFT B.B. CONTINUOS L-1 i 2'-10" �1-1/2' CLEAR J = 7034 L-23 auj L-2 ! 3'-6" = 6500 C.M.U, U Q J 8RF14-18/1 T 6472 z AT 24" o.c. MAX. L-25 Ln oGROUT 8RF14-1B/1Tj — NZ ue—A 8F16-1 B/1 T i 8974 8F16-1B/1T' 8672 - ' 4853 4292 #5 REBAR AT BOTTOM B.B. 3150 1987 987 4 D LINTELS CAVITY T-6" 8RF14-1B/1Tj BOTTOM REINFORCING 4224uiw 7-5/8'ACTUA PROVIDED IN LINTEL �5'-4" 5'-10" SF16—lB/1Tl 5365 8F16-1B/1T 3480 (VARIES) 8' NOMINAL WIDTH NOTE.• FLORIDA CERTIFICATE OF PRODUCT APPROVAL No. FL 158. PRECAST, PRESTRESSED CONCRETE LINTELS: A— PRECAST, PRESTRESSED CONCRETE LINTELS TO BE PROVIDED BY CAST—CRETE (OR APPROVED EQUAL) AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. SHORE FILLED LINTELS AS REQUIRED. PROVIDE MINIMUM 4" BEARINGS AT EACH END. B— IN LIEU OF 1#5 REINFORCING BARS ON TOP. C— STANDARDS: COMPLY WITH REQUIREMENTS OF PCI, ACI 301, ACI 318 AND ACI 530. D— REINFORCING BARS: ASTM A615, GRADE 60. E— PRESTRESSING TENDONS. ASTM A416, GRADE 270, UNCOATED, 7/32" WIRE, LOW RELAXATION STRAND. F— CONCRETE: 1— CEMENT: ASTM C150, TYPE I OR Ill. 2— FLY ASH: ASTM C618, CLASS C OR F. 3— SILICA FUME: ASTM C1240, AMORPHOUS SILICA. 4— AGGREGATES: ASTM C33, MAXIMUM 3/8" DIAMETER. 5— STRENGTH: MINIMUM 3,500 Psi AT 28 DAYS FOR PRECAST LINTELS AND 6,000 Psi FOR PRESTRESSED LINTELS. 6— GROUT STRENGTH: MINIMUM 5,000 Psi. --s CAST -CRETE U LINTEL SCHEDULE PRECAST & PRESTRESSES LINTEL'; NO. SIZE i TYPE ALLOWED GRAVITY APPLIED GRAVITY ALLOWED UPLIFT APPLIED UPLIFT NOTE_ L-1 i 2'-10" 8F16 1B/1Ti 8974 6150 4409 7034 L-23 4'-6" L-2 ! 3'-6" 8F16-1B/1T1 8974 6500 5591 2350 8RF14-18/1 T 6472 r 2357 AT 24" o.c. MAX. L-25 5-10" 8RF14-1B/1Tj — L-3 L-4 4'-0" 4'-6" 8F16-1 B/1 T i 8974 8F16-1B/1T' 8672 5500 ' 4853 4292 I 2350 3150 1987 987 4 L-27 T-6" 8RF14-1B/1Tj 3609 4224uiw L-5 L-6 �5'-4" 5'-10" SF16—lB/1Tl 5365 8F16-1B/1T 3480 2290 2093 TRUSS TIE DOWN SEE L-7 6'-6' 8F16-1B/1Ti 2661 0• 00 1880 L-8 7'-6" 18F16-1B/1T! 1366 2290 L-9 19'-4" 8Fl6—lB/lTl 1083 1634 OVER # 30 FELT L-10 10'-6" 8F16-1 B/1 T l 11533 914 � 614 - 1---- DESIGN PARAMETERS: F.B.C. 2010 CHAPTER RESIDENCIAL CODE ASCE 7-10 BASIC WIND SPEED 170 MPH WIND EXPOSURE CLASSIFICATION 'C' IMIIDORTANCE FACTOR 1_0 DESIGN AS: 1. ENCLOSED :X 2. PARTIALLY ENCLOSED 3. IF USED SUPPLY APPLICABLE INTERNAL PRESSURE COEFFICIENT +0.18/ -0.18 MEAN ROOF HEIGHT - 30' MAX. ROOF LIVE LOAD - 1OPSF TOP CHORD DEAD LOAD - 20 PSF BOTTOM CHORD DEAD LOAD - 3O PSF BASIC VELOCITY PRESSURE - 30 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF A CONTINUOS LOAD PATH PROVIDED - YES CODES FOR REFERENCE 2010 FLORIDA BUILDING CODE (ALL LOCAL AND STATE AMENDMENTS) CAST -CRETE U LINTEL SCHEDULE n I 8" PRECAST W/2" RECESS DOOR LINTEL�LENGTH N0. I TYPE ALLOWED GRAVITY APPLIEDALLOWEDAPPLIED GRAVITY' UPLIFT UPLIFT L-22 14'-4" 8RF14-1B/1T 8060 6150 4409 1187 L-23 4'-6" 8RF14-18/1T 6472 3036 L-24 5'-8" 8RF14-18/1 T 6472 r 2357 AT 24" o.c. MAX. L-25 5-10" 8RF14-1B/1Tj 6472 4224 L-26 W-8" 8RF14—lB/ITI 4100 3150 1987 987 4 L-27 T-6" 8RF14-1B/1Tj 3609 4224uiw 2"x 4" BLOCKING Q 8' TO 10' 0. C. . SCALE: 714" l'—O" 12 4 U U gf-PO INS 5/8" GYP. BOARD 1 " x 3" P.T. BORATE - 8"x 8" BOND BEAM " W/ 1#5 CONTINUOUS BB -1 R-5 INSULATION 1/2" DRYWALL ON 1 "x 2" P.T. BORATE FIR. © 16" O.C. 1 # 5 IN GROUT FILLED CELL (30" LAP TYPICAL) (SEE PLAN) 6"THICK CONC. SLAB W/ #5 REBAR ® 10" O/C IN THE SHORTER DIRECTION & #5 REBAR @ 10" 0/C ON OTHER DIRECTION 2500 P.S.I CONCRETE ON 6 MILL VAPOR BARRIER TERMITE TREAMENT. SEE FOUND. PLAN FLOOR ELEV. ACCORDING WOOD BASE— TO SITE PLAN REQ. REINFORCEMENT-1CLEAN, COMPACTED FILL 1 " ABOVE BOTTOM TERMITE TREATED 12"X16" GRADE BEAM W/ 4 #5 REBAR CONT. WITH #3 ® 16" TIES OVER — HELICAL PILES TO SOLID BRG. (AT LEAST 2500 Psf BEARING CAPACITY) # I REVISION DATE I BY GLOBAL CONSULTING & DESIGN 2'-0" 0. (TYP. ) METAL LATH AND STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS © 4'—D" o.c. 8"x8" PRECAST LINTEL W/ #5 AT BOTTOM ON ALL OPENINGS (SEE PLAN FOR LOCATION) 8" CMU WITH HORIZONTAL JOINT REINF. AT EVERY OTHER COURSE 5/8" STUCCO w/ COLOR PIGMENT OR EXT. PAINT. _i 11/2" WATER STOP 4" AIN, B, J FIN. GRADE O TYPICAL WALL ON NOTE TO THE HELICAL PILE MANUFACTURER. HELICAL PILE DESIGN CAPACITY IS NOT LESS THAN 8 KIPS. d' r-, .t- c� M — PREFABRICATED TRUSSES PREFABRICATED AT 24" o.c. MAX. ASPHALT SHINGLES U PLYWOOD ROOF SHEATHING (SEE STRUCTURAL NOTES) 1.4 TRUSS TIE DOWN SEE 0• 00 PLAN AND SCHEDULE ROOF TILE OVER # 30 FELT TIN—TAGGED. 2'-0" 0. (TYP. ) METAL LATH AND STUCCO SOFFIT W/ 7" x 24" SCREENED VENTS © 4'—D" o.c. 8"x8" PRECAST LINTEL W/ #5 AT BOTTOM ON ALL OPENINGS (SEE PLAN FOR LOCATION) 8" CMU WITH HORIZONTAL JOINT REINF. AT EVERY OTHER COURSE 5/8" STUCCO w/ COLOR PIGMENT OR EXT. PAINT. _i 11/2" WATER STOP 4" AIN, B, J FIN. GRADE O TYPICAL WALL ON NOTE TO THE HELICAL PILE MANUFACTURER. HELICAL PILE DESIGN CAPACITY IS NOT LESS THAN 8 KIPS. SHEET 2 OF 4 SHC; 4 .t- �r SHEET 2 OF 4 SHC; 4 Ell 9,_3„ 9'-4„ 1p'-2" 12'-6° - 12'-8'- 01 2'-8„8'-2" - 12'-4"- 43n 5'-1" 1'-8" 10'-5" 2'-3" 3' 10° 2'-9° - 4' `- NEW WINDOW NEW /NDOW 6 O 6 4FRE CHOORS -8 6-0 6- SH 25 4" SH 25 4" F E CH DOORS " 1 L C-1 0 _1 (3)C 1 2, 3„ S-3 I 2' -3' 6"THICK CONC, SLAB W/ #5 REBAR @ o i o_10 3 9 -0-4 " 0/C IN THE SHORTER DIRECTION & FLOOR ELEV ® #5 REBAR @ 1 0/C ON OTHER 6 ®IC� c�) ® S-3 DIRECTION 2500 P.S.1 CONCRETE ON 6 MILL ! I �zFLOOR ELEV. ( 91-10, I2'-5" VAPOR BARRIER TERMITE TREAMENT. ® I #5 ©0- OC. 0'-0" 3'-1" SEE FOUND. PLAN #5 @ 10_0C. - _J --------- --- ---®----------� - -- GB -2 -- GB-� _ _ 14'-7" 4 _ _ I (2)C-1 -� FRENCH DOOR (3)C-1 -I- 241 HELICAL PIL TO SQLID BRG. { FLOOR ELEV I ® ® { 6"THICK CONC. SLAB W/ #5 REBAR @ (4)C-1 (AT LEAST //�� aa77 !! 500 Psi3EARING CAPAC TY) 0 0'-0" 18' I ci 10" 0/C IN THE S ORTER DIRECTION & o #5 REBAR @ 10" O/C ON OTHER ( I DIRECTION 2500 P.S.I CONCRETE ON 6 MILL { E IS!T C-1 i 4' i q VAPOR BARRIER TERMITE TREAMENT. SEE FOUND. PLAN - CONC. B. 6'-2" -6' 2 #5 x 30" LONG at F. 12. 1DIAG. BARS (TYP.) I FLOR ELEV. 12' #5 DOWEL, OXY { I 15 @ 10" 0C. (N I 4' ; 0 -0" C MIN. INTO IST. { 4' - - - C-1 -I / CONC. HOUS @ 4' O.C. r !�) IN HOWEf? I 12" #5 DOWEL, PDX4 / F. 12.12 3'-8 6" MIN. INTO EX ST. { 6" /C 4ro ® HOUSE FOOTING @ 4' O.C.- / NI S -i 5,_�„ \ I / ( { I SHO E 3'-5" ® L 4 ( ---- --- r ----L------------- I -----------a=8- - -I n V-3° --- - --\ ---- ----- - -GB-1 - irB 1- /77/77SII r� 74 / ;i 7/ _ _ - _ ENCLOSED / NCLOSEDC-� _ ENCLOSED �I ENCLOSED SEE DETAIL A , % / 2 5 X3' DOWELS & „� / i (EPDXY 6" MIN. INTO SEE DETAIL B ' SEE DETAIL 'B� SES DETAIL "C' / SEE DET4IL B" SEE DETAIL EXIST. FOOTING OR POUR ONFIRM OR ADDI' SELL ON EXIST. WALL j SEE STRUCTURAL NOTES 13./ FLOOR ELEV. / LIC 'CONFIRM J C-1 �l z FLOOR ELEV. 0'-0" j / #5 CONT. @ 10" O.0 STRUCTURAL REINF. � #5 CONT. @ 10" O.0 STRUCTURAL REINF. #5 CONT. @ 10" O.0 STRUCTURAL REINF. #5 CONT. @ 10" O,.0 STRUCTURAL REINF. SCALE: 1/4"=1'-0" GB -16" CONC. SLAB 2500 Psi WITH REBARS 6" CONC. SLAB 2500 Psi WITH REBARS ACCORDING TO FOUND. PLAN ACCORDING TO FOUND. PLAN p + VAPOR BARRIER & TERMITE TREATMENT REQ. TYP. 8"X 12" CONC. 12" GRADE BEAM J 0 12"X16" GRADE BEAM W/ 4 #5 REBAR CONT. WITH 4 # 5 CONT 8" WITH #3 @ 16" TIES OVER REBAR W/ # 3 TIES @ 16" O.C. HELICAL PILES TO SOLID BRG. (AT LEAST 2500 Psf BEARING CAPACITY) HELICAL PILES TO SOLID BRG. (AT LEAST 2500 Psf BEARING CAPACITY) T_ 2 ' vv v S-3 N.T.S. EXIST GA PA FLOOR ELEV -0'-4 " its 110. c -SEE DETAIL "A" (2)#5 X3' DOWELS & EPDXY 6" MIN. INTO EXIST. FOOTING OR POUR SELL ON EXIST. WALL SEE STRUCTURAL NOTES 13. GENERAL FOUNDATION NOTES: (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) 1. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF TRUSS MANUFACTURER 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HERE ARE BASED ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON -EXPANSIVE SOILS. SOILS SHALL BE COMPACTED TO 950% MIN. OF MODIFIED PROCTOR TEST. A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS AT LOCATIONS SPECIFIED BY THE STRUCTURAL ENGINEER. THE SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON-SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER AND DESIGNER SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. 3. CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL s ENGINEERING SOC. PRIOR TO CONCRETE PLACEMENT. 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA) AT ALL JOINTS AND CORNERS 5. INDICATES LOAD BEARING 2x 6 AT 16" O.C. STUD WALL. TYP. U.N.O. REF TO TYP DETAIL. PROVIDE (3) 2x6 STUD POST AT ROOF TRUSS GIRDERS TYP. U.N.O. SECURED STUD POST TO FDN W1 "SIMPSON" HPAHD22 HOLD DOWNS MAX UPLIFT 4170 LBS. G.C. TO COORDINATE LOC W/ TRUSS ENGINEER SHOP DWG'S 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12 MINIMUM BELOW FINISHED GRADE 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 28 DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNER'S RECORD AND ACCESSIBLE TO THE DESIGNER 8. EXPANSION JOINT. PROVIDE 1/2" THICK x 4" WIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL SURFACES WHERE EXIST'G SLABS ABUT TO NEW SLABS. 9. PATIO SLABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH 6X610/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL COMPACTED SOIL AND 6 -MIL VISQUEEN VAPOR BARRIER. SLOPE PATIO SLABS AWAY FROM BUILDING. 10. SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREAS INCLUDING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLABS. 11. ALL CONCRETE BEAMS (P.C. LINTELS) BY CASTCRETE OR EQUAL. 12. A CERTIFIED GEOTECHNICAL COMPANY TO SUBMIT A SOIL REPORT PROVIDING THE FINAL FOUNDATION RECOMMENDATION INCLUDING THE SAFE BEARING DEPTH OF HELICAL PILE WITH 8 KIPS DESIGN BEARING CAPACITY. ALL EXISTING DEEP FOUNDATION SYSTEM SHALL HAVE THE SAME OR BETTER BEARING CAPACITY AS OF THE NEWLY ADDED SYSTEM. CONCRETE GRADE BEAMS SCHEDULE MARK SIZE REINFORCING BEAM W/ WITH #3 @ 16" TYPE TOP BOTT. TIES GB -1 12" x 16" 2 # 5 2# 5 #3 @ 16"OC CONC. BEAM ON GRADE GB -2 8" x 12" 2 # 5 2# 5 #3 @ 16"0C CONC. BEAM ON GRADE F.12.12 12" x 12"CONT. 2 # 5 1. AT ALL BEAM CORNERS AND INTERSECTIONS PROVIDE 2#5 L -SHAPED CORNER MONOLITHIC SLAB ADD 12" #5 DOWEL, EPDXY 6"" MIN. INTO EXIST. HOUSr r�� rinl� /� A' n 6" CONC. SLAB 2500 ACCORDING TO FOUNT #5 CONT. @ 10" 0. STRUCTURAL REINF. #5 ,3 CONT. @ 1 NOTES 12"X16" GRADE BEAM W/ WITH #3 @ 16" TIES OVER 1. BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH (AT LEAST 2500 Psf BEARI SEE GENERAL STRUCTURAL NOTES ON DWG 4/7 8" x 8" 2. TIE -BEAMS INTENDED TO BE CAST A TOP MASONRY WALLS FILLED CELL C-2 EXTEND AND HOOK WALL REINFORCEMENT INTO TIE -BEAM 2 # 5 -- HOOK TOP & BOTT. BARS AT FAR SIDE OF THE COLUMN - BEAM AND SLAB &VIES, f � 1. AT ALL BEAM CORNERS AND INTERSECTIONS PROVIDE 2#5 L -SHAPED CORNER / P BAR WITH 30" LONG LEEGS AT TOP AND BOTTOM. 2. HOOK ALL TOP BARS AT ENDS. EXIST. 1 NEW 4 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP C.M.U. WALL i i SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS �_, 1 AT SURRPORTS. LAP SPLICE SHALL BE MINIMUM 36 -INCHES. 4. SLAB REINFORCENT SHELL BE AT 1/3 OF ADJACENT SPAN. ADD 12" #5 DOWEL, EPDXY 6"" MIN. INTO EXIST. HOUSr r�� rinl� /� A' n 6" CONC. SLAB 2500 ACCORDING TO FOUNT #5 CONT. @ 10" 0. STRUCTURAL REINF. #5 ,3 CONT. @ 1 STRUCTURAL 12"X16" GRADE BEAM W/ WITH #3 @ 16" TIES OVER HELICAL PILES TO SOLID (AT LEAST 2500 Psf BEARI !43ECTION vv vv v'� vv S -V N.T.S. SEE PLAN FOR MASONRY WALL REINFORCING (TYP. 48 BAR DIA. LAP) 6" CONC. SLAB 2500 Psi WITH REBARS ACCORDING TO FOUND. PLAN I1 QSECTION CONCRETE COLUMNS SCHEDULE VERT. # 3 REMARKS MARK SIZE REINF. TIES ' * C-1 8" x 8" 1 # 5 -- FILLED CELL C-2 8" x 11" 2 # 5 -- FILLED CELL °® COLUMN NOTES: 1. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE DOWELED FROM FOUNDATION THROUGH FILLED BLOCK CELLS AND HOOKED AT BEAM TOP BARS. REINFORCEMENT SPLICES SHALL BE 48 BAR DIAMETERS. DOWELS SHALL BE SAME SIZE AND NUMBER AS VERTICAL REINF. FOR HORIZONTAL JOINT REINFORCEMENT REFER TO STRUCTURAL NOTES. 2. FOR DIMENSIONS AND LOCATION OF MASONRY OPENINGS REFER TO ARCHITECTURAL DRAWINGS. 3. MASONRY WALL SHALL BE REINF. WITH #5 @ 48" o.c. U.N.O. IN GROUTED CELL. AT ALL CORNERS INTERSECTIONS, END OF WALL & EA, SIDE OF THE OPENING UNLESS SHOWN OTHERWISE, #5 DOWEL & EPDXY CONC. HOUSE BEAM INTO EXISTING WALL OR COLUMN 6 MIN. EMBEDDED @ 24 O.C. 1i�� EXIST. AM BB""1 BE -CONFIRM EXIST. COLUMN OR POUR #5 W/ EPDXY TO TIE BEAM AND FOOTING I' ,EXIST. F00TDV0;,.' ` W FOOTING 5 DOWEL & EPDXY 4 1/2"x 4 1 /2"CUT IN O EXISTING 6" MIN. MASONRY INSPECTION TOP & BOTTOM. TYPICAL & CLEAN OUT HOLE. I I I _)�� A &Er1`qAIL N.T.S. Anchor in -fill CMU / starter column to existing masonry with .1" wide x 16" gage corrugated galvanized steel masonry anchors embedded In masonry joints at 16" o.<-.. fasten masonry anchors to existing concrete / masonry with 1/4" 0 tapcon fasteners with minimum 1 1/4" embedment. or 5/8" pin 6" rebar @ 24" o.c embed. 6" min. on epoxy. ADD #5 DOWEL & EPDXY INTO EXISTING WALL OR COLUMN 6 MIN. EMBEDDED @ 24" O.C. XIST. • HObSE B A/ R "B.O,�D ,BEANIj , y, TX i i ! / ENCLOSED WINDOW,,�QQPENING i MASONRY WALL � . EXIST. 777 .... M. U WA #5 CONT. @ 10" O.0 STRUCTURAL REINF. 45 CONT. @ 10" O.0 TEMP. REINF. _TYP. 12"X 16" CONC. GRADE BEAM WITH 4 # 5 CONT REBAR W/ # 2 TIES @ 8" O.C. HELICAL PILES TO SOLID BRG. (AT LEAST 2500 Psf BEARING CAPACITY) vv4vv vv vv ® N.T.S. .. EX FOO�NG I DETAIL "B" N.T.S. CONFIRM OR ADD COLUMN OR POUR #5 W/ EPDXY X12 REINFORCED POURED BEAM TO TIE BEAM AND FOOTING FORM WHERE NECESSARY ! EXIST EXIST' . I BEAM ' * ;' 'BEAM l 1 �, < ! 1EXIST -A, P EXIST. 1 NEW 4 M. U. WAL I 1 C.M.U. WALL i i � �_, 1 MASONR\/Y WALL I.M.U. WAL . (1 ' -CONFIRM EXIST. COLUMN OR POUR #5 W/ EPDXY TO TIE BEAM AND FOOTING I' ,EXIST. F00TDV0;,.' ` W FOOTING 5 DOWEL & EPDXY 4 1/2"x 4 1 /2"CUT IN O EXISTING 6" MIN. MASONRY INSPECTION TOP & BOTTOM. TYPICAL & CLEAN OUT HOLE. I I I _)�� A &Er1`qAIL N.T.S. Anchor in -fill CMU / starter column to existing masonry with .1" wide x 16" gage corrugated galvanized steel masonry anchors embedded In masonry joints at 16" o.<-.. fasten masonry anchors to existing concrete / masonry with 1/4" 0 tapcon fasteners with minimum 1 1/4" embedment. or 5/8" pin 6" rebar @ 24" o.c embed. 6" min. on epoxy. ADD #5 DOWEL & EPDXY INTO EXISTING WALL OR COLUMN 6 MIN. EMBEDDED @ 24" O.C. XIST. • HObSE B A/ R "B.O,�D ,BEANIj , y, TX i i ! / ENCLOSED WINDOW,,�QQPENING i MASONRY WALL � . EXIST. 777 .... M. U WA #5 CONT. @ 10" O.0 STRUCTURAL REINF. 45 CONT. @ 10" O.0 TEMP. REINF. _TYP. 12"X 16" CONC. GRADE BEAM WITH 4 # 5 CONT REBAR W/ # 2 TIES @ 8" O.C. HELICAL PILES TO SOLID BRG. (AT LEAST 2500 Psf BEARING CAPACITY) vv4vv vv vv ® N.T.S. .. EX FOO�NG I DETAIL "B" N.T.S. CONFIRM OR ADD COLUMN OR POUR #5 W/ EPDXY X12 REINFORCED POURED BEAM TO TIE BEAM AND FOOTING FORM WHERE NECESSARY ! EXIST EXIST' . I BEAM ' * ;' 'BEAM �, < ! 1EXIST P ! 4 \NEW DOOR OPENING EXIST. �_, II`• MASONR\/Y WALL I.M.U. WAL . (1 11 Cr ' 4 NJ i 1 , 11 z ! : ` EXIST. FOOTING OR • `. 'WNDOW SILL- ILL-DOWEL DOWEL& EPDXY TO EXISTING 4 TO&OTOM TYPICAL MASONRY INSPECTION & CLEAN OUT HOLE. 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X O O .No W I Z_ L' -©Z I V) Q = w cn Of D Q _ a� � Z Y U) U Q LL O m Q O O � 00LLI a_ Z JQ z N 00 Ow (D O~ 3 W I I( Fr Xa U I p Qz OQ J Q LLJ >0 1- --I U J W Y Q Of WLi - m d .JJ V) c VlCD G LLJ J- F— W •<� F- O 0 > G O cr) z z 0 m U) 0 0 V j J Q F7- < -Q 0 Q ct�D C F-0 S .JOQJ F- QW7� i ci Lai mzQz0a_ F - DUD X i O W I W c� X Q x N 00 I I I( I U I o _J X OO i O 1 0 ' 0 ! <� 0 O N I O j r cl� li i i W J m Q to OU- J Q Q O Y O O L) O rn 0 w d LO oOD � M d U V) Un X O CL iI 1 I O m ' p O _W F-- _ m '' ^'� C / z LLJ I p 11. 1 a O ! U � r -0 Cn Q j z i� CO X N� W ! Q I �-- zoco �i NaD L) CD M i F s I N, 0 X �� o N I U� 'a zcl� CO roi \ ! o O w O �0/�� En I d' i O F- F 0� 0(_0 V) =m U � Lnm m F i � CD I a_ CD _j cn 0- 'I a - z F_ W e0c-0 i C7= - ::E a- V% W < Q U) i j. U) I U) I =i i O D 0 < i i p Qz OQ J Q LLJ >0 1- --I U J W Y Q Of WLi - m d .JJ V) c VlCD G LLJ J- F— W •<� F- O 0 > G O cr) z z 0 m U) 0 0 V j J Q F7- < -Q 0 Q ct�D C F-0 S .JOQJ F- QW7� i ci Lai mzQz0a_ F - DUD W W c� T p Qz OQ J Q LLJ >0 1- --I U J W Y Q Of WLi - m d .JJ V) c VlCD G LLJ J- F— W •<� F- O 0 > G O cr) z z 0 m U) 0 0 V j J Q F7- < -Q 0 Q ct�D C F-0 S .JOQJ F- QW7� i ci Lai mzQz0a_ F - DUD I A C 2 4" 6-0X6-8 FRENCH DOORS GENERAL ELECTRICAL NOTES: H 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2008 NATIONAL ELECTRICAL CODES. - -- _ 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER - - - - - - - �`' - - - DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY G C! ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. SH -25 4SH-25 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL " 4" BE NEMA TYPE 3R. WP---- - - - - - - 6-0X6-8 4. WIRE SIZE SHALL BE # 12 & # 14 COPPER. Li NEW WINDOW - GFCI NEW WINDOW FRENCH DOORS �� 5 ALL CONDUCTORS ARE TO BE COPPER TYPE THHN UNLESS OTHERWISE NEW FLOOR ELEV PORCH 4 WP4 G� GFCI A 4„ qPI \ �\ NEW \ , FA MIL Y RM FLOOR 0'-0" ELEV. POCKET DOOR \ 2-8X6-8 BIF DOORS \ NEW \ 3-0X6-8 CABANA BATH 6 LAU DRY \ SH,Obt�EYR WASHER DRYER 4"0 26 GA. RIGID faE_/ i DRYER `- SH, IW R 1313.00 Sqft FINISHED STORAGE -- 100.00 Sqft FINISHED OPEN PORCH -126.00 Sqft. 0 315.00 Sqft. TOTAL A/C AREA ---1313.00 Sqft TOTAL AREA----- 1854.00 Sqft NEW A/C AREA ----914.00 EXIST. NEW REAR PORCH --59.00 EXIST BATF NEW TOTAL AREA ---2827.00 BEDROOM FLOOR ELEV. o -o" WIRE &% R ELEV./ FLOOOV 7. ALL 120V. 1 PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR 40 TR/fp TOTAL AREA A/C AREA ------ 1313.00 Sqft FINISHED STORAGE -- 100.00 Sqft FINISHED OPEN PORCH -126.00 Sqft. FINISHED GARAGE 315.00 Sqft. TOTAL A/C AREA ---1313.00 Sqft TOTAL AREA----- 1854.00 Sqft NEW A/C AREA ----914.00 Sqft NEW REAR PORCH --59.00 Sqft NEW TOTAL A/C AREA -2227.00 Sqft NEW TOTAL AREA ---2827.00 Sqft i 3-0X6-8 FRENCH DOOR I OMD SA \ DIMLIST. \ ING RM. (FLOOR ELEV. 0'-0" / 7 OMD NEW MASTER BEDRM. FLOOR ELEV. 0'-0" �\6-0X6-8CT 6 -OX 81F.DOOR NEW BIF.DO 2 -- - - ----CL - - ---- REF. SCALE. 1/4'=1 '-0" ELECTRIC SYMBOLS OUTLET e- S.P. OUTLET 0 2'X 4" LAMP SWITCH 1 A TV TELEVISION C$ 3 3 WAY SWITCH ((� LlGTH i'f GFCI GFCI OUTLET 240 VOLTS TELEPHONE C. FAN OSA SMOKE ALARM E.F. E. FAN ELECT. PANEL p -I DISCONNECT MINI - RECESS LIGHT O SPEAKER O CARBON MONOXIDE SP CMD DETECTOR EXIST KITCHE FLOOR ELEV: 0'-O" o� 6-8 C EXISTING 125 AMPS NOTED. \ COLTAGE 120/240 M❑I�NTING FLUSH ELECTRIC PANEL, 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO 5/8"- x 8' GROUND ROD AND CKT. POLE DESCRIPTI❑N WIRE & NEAREST COPPER WATER LINE (COLD). POE WIRE &% 7. ALL 120V. 1 PHASE 20A. BATHROOM, GARAGE, AND EXTERIOR 40 TR/fp C❑NDIJTf RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.I.) STOVE #6-i" 2 30 PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF #10-V/ 3 TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN 4/ I W 5 LIEU OF (G.F.I.) BREAKER WITH SEPARATE CIRCUIT. W/H z`� #10-1" 6A/ 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F. # L%C 7 9. ALL RECEPTACLES TO BE TAMPER-RESISTANT RECEPTACLES (NEC 406.11) AREA REQUIRED IN DWELLING UNITS ALLS AREAS SPECIFIED IN 2008 NEC, 9 1 15 KITCHEN LIGHTING #14-V12' 10 ALL 125 VOLTS, 15 AND 20 AMPS RECEPTACLES UNLESS OTHERWISE SPECIFIED. REFRIGERATOR #12-1/2" 11 10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; ## 4-1/2" 12 1 20 MACROWAVE A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 13 _ #14-1/2' 5 CFM 11. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE 15 I 15 BEDROOM #3 \ COMPANY UNLESS OTHERWISE SPECIFIED. 16 1 15 GCFI GARA>;E 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED 1 / 15 GARAGE DOOR #14-1/2' i"18 1 20 R X. 412-1/2" 19 � 13. LIGHTING LIGHTING FIXTURES SHALL BE SELECTED BY OWNER & CONTRACTOR INSTALLED 20 / SPARE 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED NEW 150 AMPS ELECTRIC PANEL. TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- WIRE & POLE FACTURER'S RECOMMENDATIONS AND LISTING. WIRE & Cl- SH�, �NEW I 15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS CKT, DESCRIPTI❑N OTHERWISE SPECIFIED. TRIP ---- 150 AMPS 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT C❑NDUIT ELECT. PANEL (EXACT LOCATION MAY 1 15 DEVICES OF THR TYPE AND RATING PER MANUFACTURER NAMEPLATE #14-1/2' VERY AT CONTRACTORS SPECIFICATIONS. 1 15 GENERAL LIGHTING DISCRETION). 17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES / 2 60 A/H#1 TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL 2 60 FUTURE PMOL #6-1' NEW WRING AND CONDUITS ARE IN THE BID. / POWER W/ 300METER AMPS 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 2 30 ' BRK. DISC. #10-1' CFM/SF OF VENTILATED FLOOR AREA. 2 30 A.H.0#2. #10-3/4' 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL ELECT. P NEL 125 AMPS ( CONTRACTOR. To BE PGRADE AT 150 AMPS. s ( 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- \ _1_20 NEW FAMILY MILTECTOD CIRCUITS o C MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS BATHS CIRCUITS #12-1/2' 1 20 GFI RECEPTACLE / 2 30 DRYER IS IN THE BID. #10-3/4' 1 20 GFCI SMALL APPLIANCE 21. PROVIDE PRE -WIRED T.V. OUTLETS (FOR CABLE OR ANTENNA IN 717177 „ ATTIC, OR SATELLITE) AS SHOWN PER CONTRACT. 4„ C 22. ELECTRIC FIXTURES/TRIM AND APPLIANCES SHALL BE U.L. WASHER #12-1/2' APPROVED AS PER CONTRACT. j 23. PROVIDE NON -FUSIBLE GENERAL DU TY SAFETY SWITCHES AT A/C Cr-- EXIST. o o EQUIPMENT, AND AT PUMPS NOT VIS€BLE FROM CIRCUIT BREAKER AND AS PER MANUFACTURER'S RECOMMENDATIONS. GARAGE 24. OUTDOOR` LANDSCAPE LIGHTING AND JUNCTION BOXES TO BE "b " / FLOOR ELEV \ �� ADDITION) LOAD CALCULATI❑N COORDINATED WITH LANDSCAPE CONSULTANT/COMPANY. (VERIFY W/ OWNER) -0'-4 25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO BE COORDINATED ``_-- / =2742 WATTS 2- S. APPLIANCE =3000 WATTS WITH AUDIO/VISUAL CONSULTANT/COMPANY. (VERIFY W/ OWNER) - I- REFRIGERATOR = 1500 WATTS 26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED -�� = 1500 WATTS i- DRYER = 5000 WATTS AND APPROVED BY OWNER PRIOR TO INSTALLATION. (VERIFY W/ OWNER) ----L 27. ROUTE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS 1- MICROWAVE = 1500 WATTS W/ STRUCTURAL ENGINEER BEFORE COMMENCING (IF REQUIRED). = 12242 WATTS 28. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL. 29. REMOVE AND CAP OFF ELECTRICAL INSTALLATION ASSOCIATED WITH THE = 8000 WATTS A.H.U. H. STRIP @100% REMOVAL OF PARTITIONS AND CEILINGS. (IF REQUIRED) 1- WASHER 30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER. = 5000 WATTS 31. ALL RECEPTACLE, SWITCHES, TV, PHONE, ETC. LOCATIONS ARE SUBJECT TO KW REMAIN @40% =897 WATTS CHANGE IN FIELD DUE TO CODE ISSUES. ELECTRICAL CONTRACTOR MUST = 1500 WATTS FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER DESIGNED 1- LAUNDRY REC. = 1500 WATTS DRAWINGS. AS BUILTS CAN BE SUPPLIED IF REQUIRED. DRAWINGS SUGGEST = 15897 WATTS TOTAL CONNECTED LOAD LAYOUT ACCORDING TO CODE AND TO BE APPROVED BY GOVERNING TOTAL LOAD DEMAND MUNICIPALITY DURING THE PERMITTING PROCESS. = 10000 WATTS 32. ALL RECEPTACLES TO BE 6'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O.C. FIRST 10 KW REMAIN @100% = 10000 WATTS FROM RECPT. TO RECEPT., ALL RECEPT. 2' O.C. AT KITCHEN COUNTER 33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALCS. PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING = 29976 WATTS 34. ALL OUTLETS SHALL BE TAMPERED. ELECTRICAL --Contractor shall verify withFlorida Power & Light (FPL) the location of service and shall locate meter and panel as required, very all conductors and breakers with equipment manufacturers' specifications, coordinate raceway installations with other trades prior to construction. All branch circuits in raceway or non-metallic sheathed cable. ELECTRICAL LOAD CALCULATION EXISTING 125 AMPS LOCATION SEE ELECTRICAL PLAN Td BE UPGRADE AT 15j4MPS' \ COLTAGE 120/240 M❑I�NTING FLUSH ELECTRIC PANEL, CKT. POLE DESCRIPTI❑N WIRE & CKT'DESCRIPTIO"N POE WIRE &% TRIP ❑NDUIT TR/fp C❑NDIJTf STOVE #6-i" 2 30 DRYER \ #10-V/ 3 4/ 5 2 30 W/H #10-1" 6A/ A/E�#1 7 9 1 15 KITCHEN LIGHTING #14-V12' 10 1 2 ; REFRIGERATOR #12-1/2" 11 1 15 #1 ## 4-1/2" 12 1 20 MACROWAVE #12-1/2" , 13 ,B{EDROOM 1 15 /nEDROOM #2 #14-1/2' 14 �/ IS LIVING ROOM 15 I 15 BEDROOM #3 \ #14-1/2" 16 1 15 GCFI GARA>;E 17 1 / 15 GARAGE DOOR #14-1/2' i"18 1 20 GCFI TCHEN 412-1/2" 19 1 WASHER 20 #12-1/2'// 20 / SPARE NEW 150 AMPS ELECTRIC PANEL. POLE WIRE & POLE WIRE & CKT, DESCRIPTI❑N CKT, DESCRIPTI❑N TRIP C❑NDUIT TRIP C❑NDUIT 1 15 OUTLET DINING RM. #14-1/2' 1 15 GENERAL LIGHTING #14-1/2' 2 60 A/H#1 #6-1" 2 60 FUTURE PMOL #6-1' 2 30 A/C COMP#2 #10-1' 2 30 A.H.0#2. #10-3/4' 1 20 NEW MASTER BEDROOM FAULT PROTECTED CIRCUITS #12-1/2" _1_20 NEW FAMILY MILTECTOD CIRCUITS #12-1/2' J 20 BATHS CIRCUITS #12-1/2' 1 20 GFI RECEPTACLE 2 30 DRYER #10-3/4' 1 20 GFCI SMALL APPLIANCE #12-1/2' i 15 GENERAL LIGHTING #12-1/2' 1 20 WASHER #12-1/2' LOAD CALCULATION (EXIST. HOUSE) LOAD CALCULATION (NEW ADDITION) LOAD CALCULATI❑N LOAD CALCULATI❑N 3 WATTS X 1313 SF =3939 WATTS 3 WATTS X 914 SF =2742 WATTS 2- S. APPLIANCE =3000 WATTS 2- S. APPLIANCE =3000 WATTS I- REFRIGERATOR = 1500 WATTS 1- DISWASHER = 1500 WATTS 1- DISPOSAL = 1500 WATTS i- DRYER = 5000 WATTS 1- DISWASHER = 1500 WATTS 1- MICROWAVE = 1500 WATTS TOTAL CONNECTED LOAD = 12242 WATTS 1- WATER HEATER = 4500 WATTS I- STOVE = 8000 WATTS A.H.U. H. STRIP @100% = 10000 WATTS 1- WASHER = 1500 WATTS FIRST 10 KW REMAIN @100% = 5000 WATTS 1- DRYER = 5000 WATTS KW REMAIN @40% =897 WATTS 1- SPRINKLER SYST, = 1500 WATTS 1- LAUNDRY REC. = 1500 WATTS TOTAL LOAD = 15897 WATTS TOTAL CONNECTED LOAD = 34939 WATTS TOTAL LOAD DEMAND A.H.U. H. STRIP @1007 = 10000 WATTS 15897 WATTS / 240 VOLTS = 67 AMPS FIRST 10 KW REMAIN @100% = 10000 WATTS KW REMAIN @40% = 9976 WATTS _ TOTAL LOAD = 29976 WATTS TOTAL LOAD DEMAND 29976 WATTS / 240 VOLTS = 125 AMPS NEW SERVICE 300 AMPS. 3 #3/0 IN 2 1/2" OVERHEAD SERV. RIGID CONDUIT 3 #1/0 IN 2" RIGID CONDUIT & #6 GROUND 150 AMP 150 AMP STANDARD 120/240 V 120/240 V METER W/ COPPER W/ COPPER WIRING WIRING 0 0 M MAIN DISC. 150 AMPS MAIN DISC. 150 AMPS 6 GROUND - 3 #1/0 IN 2" RIGID CONDUIT 5/8" GROUND ROD W/ #4 COPPER GROUND BOND TO FOUND. STEEL. & COLD WATER PIPE ELECTRIC RGER DIAL NTS i# 1 REVISION DATE BY I I GLOBAL CONSULTING & I?ESIGN