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HomeMy WebLinkAbout99090081 addition & renovationM s ADDITION& RENOVATION TO PALM CITY , FLORIDA Jorge H. Garcia, A.I.A. Stuart M. Brenner, A.I.A. Peter T. Stromberg, A.I.A. 751 Park of Commerce Dr. #118 GARCIA / BRENNER & PARTNERS Baca Raton, Florida 33487 Architecture Planning Interiors (407) 241-6736 4�i SL Lucie County Z*Ith Alit Environmental Health ��.. Septic System appears Ab I'or rrvosd Cowstrut4�cri Lags Vot Ult 1 � y�' w i6.�e a Pek.s�:r��,Htice t � o- y l'ivtY 3s. AR (RNNVOS 335 East Ocean Boulevard 427 Whooping Loop, #1827 Stuart, Florida 34994 Altamonte Springs, Florida 32701 (561) 220-9501 (407) 831-0402 to r- W cat H U z 0 0 ti 0 H z 0 � Q o � o w O H Q a INDEX OF DRAWINGS COVER SHEET/ INDEX SITE PLAN A-i DEMOLITION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A4 FOUNDATION PLAN A-5 ROOF FRAMING A-6 ELECTRICAL PLAN A-7 BLDG SECTIONS / PLUMBING RISER A-8 REVISIONS I DATE ENERGY C4LC, DATA A/C AREA 1, 588 . 00 SQ FT CLEAR SINGLE PANE GLASS AREA 00. 00 SQ FT CLEAR DOUBLE PANE GLASS AREA 00, 00 SQ FT TINTED SINGLE PANE GLASS AREA 322. 10 SQ FT TINTED DOUBLE PANE GLASS AREA 00. 00 SQ FT EXTERIOR MASONRY AREA 00. 00 80 FT EXTERIOR FRAME AREA I, 054, 10 SQ FT ADJACENT FRAME AREA 380 . 40 SQ FT CEILING UNDER ATTIC AREA I, 543. 00 SQ FT SLAB PERIMETER 204 . 00 LIN. FT I � SETBACK LINE � I i I n I � rr' NOTES: liming GARCIA BRENNER STROMBERG ARCHITECTURE PLANNING • INTERIORS 751 Park of Commerce Dr. #118 Boca Raton, FL 33487 Ph. (561) 241-6736 Fx. (561) 241-8248 Website: www,gbs-boca.com E-mail: gbs-boca@niindspring.com 335 East Ocean Blvd. Stuart, FL 34994 Ph. (561) 220-9501 Fx. (561) 220-9516 E-mail: gbs-stuart@beon.net 3575 W. Lake Mary Blvd. #103 Lake Mary, FL 32746 Ph, (407) 330-5222 Fx. (407) 330-1888 E-mail: gbs@mpinet.net ' DATE: ' DESIGN BY: SB DRAWN BY: JK ' REVIEWED BY: SB , z a H W un x x H U z 0 0 ti PROJECT P 99275 SHEET #: A-1 PRINT DATE: REVISIONS I DATE DEMOLITION GENERAL NOTES: I. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL WORK HAVE BEEN PREPARED USING 'AS-DRALLN' DOCUMENTS PROVIDED BY THE OWNER AND FIELD SURVEY CONDUCTED BY THE ARCHITECT. 2. THE DEMOLITION INDICATED 15 INTENDED TO SHOW THE GENERAL SCOPE OF DEMOLITION WORK AND IN NO WAY RELIEVES THE CCNRACTOR FROM PROVIDING ANY AND ALL DEMOLITION REQUIRED TO COMPLETE THE NEW WORK. 3. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFOWANCE OF THE WORK OF THIS SECTION. 4. ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF DEMOLITION MEANS, METHODS, AND TECHNIQUES. SEQUENCES AND PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE WILL NOT BE REPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHAIQ�GE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK 5. THE CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE DEMOLITION ON THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY, COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY AND FIRE CODES, CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND THE DEMOLITION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED DEMOLITION AND TRADE PERMITS AND THEIR RESPECTIVE COSTS. 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO DEMOLITION AND/OR CONTRACT NEGOTIATIONS AND SHALL VERIFY EXISTING CONDITIONS WITH THE DEMOLITION DOCUMENTS. DISCREPANCIES BETWEEN DEMOLITION DOCUMENTS (AND THEIR INTENT) SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONTRACTS NIEGOTIATED BY THE CONTRACTOR PROIR Tr. CLARIFICATION OF THE INTENT OF THE DEMOLITION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. e. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THESE EXISTING CONDITIONS AND DEMOLITION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PROIR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK WHEN COMPLETED,E WILL BE IN ACCORDANCE WITH THE INTENT OF THE DEMOLITION DOCUMENTS. S. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, _ ETC. ALL REMAINING FACILITIES SHALL BF' LEFT CLEAN AND READY FOR CONSTRUCTION UPON COMPLETION OF DEMOLITION. 10. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING ITEMS DAMAGED IN THE PROCESS OF DEMOLITION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH EXISTING ADJACENT AREAS AND SURFACES. 11, USING ONLY THE MEANS AND EQUIPMENT APPROVED FOR THIS PURPOSE BY GOVERNMENTAL AGENCIES HAVING JURISDICTION, DEMOLISH AND COMPLETELY REMOVE FROM THE JOB SITE='' THE EXISTING CONSTRUCTION DESIGNATED TO BE REMOVED. 12. SHUTOFF, CAP AND OTHERWISE PROTECT PUBLIC UTILITY LINES IN ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC AGENCY OR UTILITY HAVING} JURISDICTION. 13. DEMOLISHED MATERIAL SHALL BE CON5IDERED TO BE PROPERTY OF THE OWNER AND SHALL BE COMPLETELY REMOVED FROM THE JOB SIfE (CONFIRM W/ OWNER FOR EXCEPTIONS). 14. USE THE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE PUBLIC, TO NEIGHBORS AND TO THE OTHER WORK BEING PERFORMED ON OR NEAR THE SITE. 15. PROVIDE ALL NECESSARY SHORING AT BASEMENT FLOOR TO PREVENT ANY STRUCTURAL DAMAGE TO THE GROUND FLOOR SLAB AND ITS SUPPORTING STRUCTURE DURING THE DEMOLITION PERIOD AND SUBSEQUENT CONSTRUCTION PERIOD. I6, TO AVOID WEAKENING THE STRUCTURE 'THAT IS TO REMAIN, DO NOT INTRODUCE FORCES OF VIBRATIONS WHICH MAY DAMAGE IT, Il. NOTIFY ARCHITECT UPON COMPLETION OF DEMOLITION SO THAT A STRUCTURAL REVIEW MAY BE PERFORMED BY ENGINEERING CONSULTANTS. DEMOLITION PLAN SCALE: 1/4`=l'-O' DEMOLITION NOTES: I❑ REMOVE EXIST. WALL ASSEMBLY REUSE WOOD SIDING 4 BATTEN STRIPS a REMOVE EXIST, DOOR REUSE WOOD SIDING t BATTEN STRIPS 0 RELOCATE DOOR ASSEMBLY ® RELOCATE WINDOW ASSEMBLY 0 REMOVE EXIST. WALL © REMOVE EXIST. DOOR REMOVE EXIST. ACCESS PANEL ® REMOVE EXIST. PLUMBING FIXTURES RELOCATE EXIST. A/C PAD IO REMOVE EXISTING WINDOW WALL LEGEND EXISTING WALL TO REMAIN ----------- EXISTING WALL TO DEMOLISH NOTES: DATE: DESIGN BY: DRAWN BY: REVIEWED BY: Eff JK M H O a d z w a H H �a PROJECT #: 99275 SHEET #: A-2 PRINT DATE: REVISIONS I DATE ZEXISTING DECK O �'� _ SLOPE SLOPE�� CLG-- —CLG EXI ING WAT R LINE O F �C a MININGi Y� r�— k/ l fUjHD VARIED CLG EXIST. D.S. J _— — — — — — — — — — — — — — — — — — — — — — I --� �� — — — — — — -- _ 'ett�� -- DOUBLE SIDED \, OVERHEAD CABINET LIVINGS � OS'-10' FLAT CLG a � PROVIDE LEVEL SURFACE W/ OFFICE TO RECEIVE NEW FLOORING EXISTING KITCHENETTE EXISTING SHELVES TO REMAIN N X w OVER 36' HIGH p I PASS-THRU COUNTER KItCr-rEN 3 1O I o O PAN. 7'-0. O FORR.1 METER EXISTING DA BOXED OUT WOOD EXIST. ^ ZEXISTING BEDROOM #1 DECK p z z N EXISTING EXISTING X e EXIST. OOR DECK —� PAVERS —� w /// TO REMA O W DIsr— \\ 9 01 O G EXISTING AREAWAY O EXIST. EXIST. BrEDROOM 90-101 FLAT CLG •ill ` OVIDE LEVEL SURFACE OFFICE c EXISTING O� EXISTING AREAWAY O W.I.C. EXIST. DOOR EXIST. DOOR x"1171, EXIST. DOOR / GARACsE '9'-2' FLAT CLG ATTIC ACCESS I W/ PULL DOWN STAIRS jEX\g� UANDO� EXISTING AREAWAY A/C PAD RELOCATED FLOOR PLAN SCALE: 1/4'-1'-0' FINISH SCHEDULE ROOM NAME FLOORING WALLS CEILING CLG HT. z z 4 a= q O y4 a O 3 F wQ Lu N n ? U J W Z pn 3 Cl A W W DINING RM. • • • VARIES LIVING RM. • • • KITCHEN • • • BEDROOM "1 • • • EXIST. BATH #1 • • • EXIST. POWDER RM. • • • EXIST. BEDROOM "2 • • • 8'-10' BATH "2 • • • 8'-10' GARAGE • • • V-2' WALL TYPE ONEW 51s' GYP. WALL BD. ON EXISTING WALL FRAME ONEW %' CEMENTIOUS BOARD ON EXISTING WALL FRAME < NEW °/a' GYP. WALL BD.IEACH SIDE) ON 2X4 WOOD STUDS o 24' O.G. MAX. ONEW °ia' CEMENTIOUS BD.(EACH SIDE) ON 2X4 WOOD STUDS +c 24' O.C. MAX ONEW °p/a' GYP. WALL BD. 4 NEW No' CEMENTIOUS BD.(SWOWER/GARAGE SIDE) ON 2X4 WOOD STUDS a 24' O.G. MAX. NOTE: FOR EXTERIOR WALLS SEE TYP. WALL SECTION DOOR TYPE IO V-0' X V-0' OVERHEAD GARAGE DOOR 2O (2) I'-6' X 6'-8' WOOD BIFOLDER 3O 2'-8' X 6'-8' X 1-3/4, SOLID CORE WOOD DOOR O V-0' X 6'-8' X 1-3/4' SOLID CORE WOOD DOOR 50 2'-C' X ro'-S' X 1-3/4' SOLID GORE WOOD DOOR 2'-0' X 6'-S' X I-3/4' SOLID GORE WOOD DOOR O 2'-S' X 6'-8' X 1-3/4, SOLID CORE WOOD DOOR O 8'-O' X T-0' ALUM. SLIDING DOORS 9O 3'-O' X 6'-8' X 1-3/4' SOLID CORE WOOD DOOR 3'-O' X 6'-8' X I' SCREEN DOOR WINDOW TYPE OA SINGLE HUNG - $435 WINDOW SILL AT 21' AFF. SEE ELEVATIONS © NOT USED NOTES: I. MATERIAL 4 FINISHES TO MATCH EXISTING, 2. FIELD VERIFY EXISTING OPENING SIZE. 3. BOTTOM OF HEAD TO MATCH EXISTING. WALL LE w."43"hEND EXISTING WALL TO REMAIN :os:...J...oJ.S.:¢..:NEW WALL AREA CALCS. TOTAL UNDER A/C 1598 .00 SF. GARAGE 2W .00 SF. TOTAL 1890 .00 SF. um ®E HE 0E ME m■ ME am 00 ilk■ • liming GARCIA BRENNER STROMBERG ARCHITECTURE PLANNING • INTERIORS 751 Park of Commerce Dr. #118 Boca Raton, FL 33487 Ph. (561) 241-6736 Fx. (561) 241-8248 Website: www.gbs-boca.com E-mail: gbs-boca@mindspring.com 335 East Ocean Blvd. Stuart, FL 34994 Ph. (561) 220-9501 Fx. (561) 220-9516 E-mail: gbs-stuart@beon.net 3575 W. Lake Mary Blvd. #103 Lake Mary, FL 32746 Ph- (407)330-5222 Fx. (407) 330-1888 E-mail: gbs@mpinet.net y DATE: DESIGN BY: SB DRAWN BY: JK REVIEWED BY: SB ■ PROJECT #: 99275 SHEET #: A- 3 r PRINT DATE: EXIST. WOOD SHINGLE ROOFING NEW ENTRANCE ROOF TOP OF EXST. PLATE ------ — — — — — — _---- — — — — — — /F-7171 / NOTE: WINDOWS ON SIDE WALL NOT SHOWN OR CLARITY / / WINDOWS N SIDE WALL NOT SHOW FOR CLARITY SEE WEST EI.EVATION / NEW SEE EAST £L£vA710N NEW OVERHEAD / \ DOOR / G DO EXIST. WINDOW FIN. FLOOR FIN. FLOOR GARAGE ------- ----- — — — — — — — — — — —10 KITCHEN NOTE_ TSTRIPS SOUTH ELEVATION NOSHOWN NOT SHOWN FOR CLARITY SCALE: 1/4"=1'-0" �— EXIST. WOOD SHINGLE ROOFING (,Jk TOP OF EX5T. PLATE WINDOWS ON SIDE WALL NOT SHOWN FOR CLARITY SEE EAST ELEVATION NEW EXIST. SLIDING D00R SLIDING D R TO MATCH NEW WINDOW EXIST. TO MATCH EXIST. FIN. FLOOR o DINING/LIVING —_ ----------------- — 0'-4'(V.IFJ ------ TOP OF EXST. PLATE — — — — _ NEW ENTRANCE STRUCTURE FIN. FLOOR '1k ® KITCHEN/DINING/LIVING "11F�F'4�(vl-67---------- EXIST. SLOPE (V.I F.) 1L_,--- 4 TOP OF— EXST. PLATE — — — — — — — — — — — — — — — — — — 9' FIN. FLOOR ® EsEDROOM '7 0 —4 v. .) -- — — — — — — — — — — — — — — — EXIST. WINDOW • EAST ELEVATION EXIST. WINDOW I EXIST. WINDOW RELOCATED SCALE: 1/4•=1'-0" EXIST. WINDOW ELEVATION WINDOWS ON SIDE WALL NOT SHOWN FOR CLARITY SEE WEST ELEVATION FIN. FLOOR — — — —® BEDROOM 02 ,gk 0'--4' ATION SCALE 1/4"=1'-0" NEW ENTRANCE STRUCTURE FIN. FLOOR ----------------�GARAG 0'-0. NO. REVISIONS DAT 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NOTES: p� W DATE: DESIGN BY: SB DRAWN BY: JK REVIEWED BY: SB W O �O � a � Q O PROJECT #: 99275 SHEET #: A A praQ= SCALE: 1 /4"-l'—W PRINT DATE: REVISIONS I DATE 1. 2. 4� 3. 4. 5. 6. 7. 8. 9. 10. 6:i;7 NOTES: i'-4. '0' BLOCK 4VD. POST 4X4 SY P 02 .t P WOOD POST W/'SEMGO' ABP44 POST ANCHOR W/ (2) 1/2' BOLTS 4' MIN. 3'-0' EMBEDMENT :.'RAISE FINISH FLOOR 4' ::':.':.'.':.:'.:'::.'.:'.:'.: :.'::.':.'.'::.'.: :.':.':.':.'.:': 0._. 4X4 5YP "2 P.T. d ::..::':.: :.':.':......'.::.::..'44 .:':.'.......' :.'..' :.'..'.'.'.' G a ............................................................................ WOOD POST BADE I I I 16' '0' BLOCK i _ U 0 I I I SOLID FILLED - m <t - 0.. (4)4S VERTICAL 0 W/HOOK INTO a EXISTING FOOTIN G CONC. �0 -�..• SLAB B �7 4N 32' X 32' d d. AS ' Q d 'd AS X 16'D GONG, d �- PAD FOOTING W/ (3) "4'S O 3'-0" EA. WAY TOP 4 BOTTOM — O s JN `r a —44 " . ----32' X 32' PAD LL a a d FOOTING W/ (3) i 04'S EACH WAY TOP 4 BOTTOM 21-8' I (SEE DETAIL THIS SHEET) I _J 4X4 SYP "2 P.T. WOOD POST PAD FOOTING; DETAIL NOT TO SCALE EXISTING FINISH FLOOR 0 -4. 14'-4' DATE: DESIGN BY: SB :w :a DRAWN BY: JK REVIEWED BY: SD 4' (V.IF.) %0 EXISTING CONC. SLAB 0'-0' : •:RAISEFINISH FLOOR 4' .. • • O p O z a ��° O Uwe-' H PROJECT #: 99275 SHEET #: A-S PRINT DATE: NO.I REVISIONS I DATE GENERAL ELECTRICAL NOTES I. DO NOT SCALE THE ELECTRICAL DRAWINGS, 2. ALL WORK SHALL ESE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST ADOPTED EDITION, AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION THE CONTRACTOR IS EXFECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO ESE PLACED IN PROPER WORKING ORDER 4. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND ACCEPTED 8Y THE ARCHITECT AND/OR OWNER 7. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION (.MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION 1. ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO UNITS AND MAIN SERVICE. H. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND UNION LABELS, WHERE APPLICABLE. 9, MINIMUM WIRE SIZE SHALL BE 014 A s, EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH THW INSULATION. ROMEX IS ACCEPTABLE WHERE ALLOWED PER CODE, 10. ALL RACEWAYS UNDERGROUND AND/OR LAW-FR THAN 2' IN DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC, ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING CODES. 11. ALL RACEWAYS AND PIPES SPACED IN OR THRU ANY CONCRETE SLAB SHALL ISE SPACED A MINUMUM OF 3 DIAMETERS OF THE LARGEST RACEWAY. 12. PROVIDE Gm RECEPTACLE AT BATHROOMS, GARAGE, AND OUTSIDE RECEPTACLES. 13, USE GFI CIRCUIT BREAKERS ON WI OUTLETS. 14. MAIN ELECTRICAL SERVICE TO BUILDING TO BE UNDETeYsROUND. 15. SMOKE DETECTORS SHALL BE CONNECTED AHEAD OF SWITCMIMG FOR BATHROOM OR KITCHEN LIGHTING CIRCUITS PER SF-E.C. ALL EXISTING ELECTRICAL INCLUDING SWITCHES, OUTLETS AND ALL TYPES OF LIGHTING, THAT ARE LOCATED IN THE DEMOLITION AREAS ARE TO ISE PERMINATELLY REMOVED. NOTE THAT THE EXISTING ELECTRIC IS CIRCUITED AND RELOCATING OF THE EXISTING ELECTRIC DOES NOT MEAN TO RECURCUIT. ALL NEW ELECTRIC WILL BE TIED INTO EXISTING CIRCUITS AS REQUIRED OR UNLESS OTHERWISE NOTED. THE ELECTRICAL LAYOUT SHOWN IN THE NEWLY RENOVATED AREAS IS SUBJECT TO CHANGE DUE TO PRE-EXISTING CONDITIONS AND DEMOLITION ELECTRICAL PANEL # 1 DESCRIPTION KW. BRKR WIRE GEK LIGHTING (ISSS a 3W/SF. 48 15 14 (3) EXH. FANS a 10 KW./EA. 3.0 20 12 (5) SMALL APPLIANCES a M KW. T5 20 12 REFRIGERATOR 15 20 12 GARBAGE DISPOSAL 15 20 12 DISHWASHER 15 20 12 RANGE S0 50 6 COOKTOP 105 50 b WASHER 15 20 12 DRYER 50 30 10 (2) GARAGE DOOR OPENERS 2A 20 12 WATER HEATER 45 30 10 SUETOTAL A/C 1 FAN WMEAT STRIP a 65% AHU Of HEAT STRIP GOVERNS LOAD SUMMARY FIRST 10 KW. a I00% . 100 KW REMAINDER a 40% = 150 KW. TOTAL 30DO KW WATTS/240 " 1250 AMP. PROVIDE 150 AMP. SERVICE 410 KW 65 50 6 LIGHTS FANLIGHT \ 1 1 EXI --�- ELF -(` f SWITCHED LT. W/ 111���JJJ U" R CEPT. IN ATTIC i 0 OJy� II i .OPENER LECTRICAL PLAN SCALE: 1 /4"®T'-O" 3' PVC PIPE FROM OUTSIDE UP THRU CEILING FOR FUT, COMMUNICATION LINES. METER FLOOD _` LIGHTS I \ I I I I I 1 LIGHTS FLOOD ELECTRICAL LEGEND V PRE-WIRE FOR CLG. PAN [a ELECTRIC METER 0 ELECTRIC PANEL D❑ A/C DISCONNECT ® 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W'' WEATHER PROOF DUPLEX OUTLET GF.I. I-t TELEPHONE JACK TELEVISION JACK CENTRAL VAC. HOSE OUTLET 4► WALL SWITCH 4' 3-WAY WALL SWITCH 4)+ 4-WAY WALL SWITCH 40 DIMMER WALL SWITCH Q PUSH BUTTON SWITCH WALL SCONCE Y WALL OR CLG. MOUNTED FIXTURE J. BOX 1 JUNCTION BOX Sw SWITCHED FIXTURE v RECESSED MINI LIGHT FIXTURE ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE i FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS EXHAUST FAN S.D. SMOKE DETECTOR O THERMOSTAT FsT­1 SPRINKLER TIMER K® SECURITY SYSTEM KEYPAD P FLOOR DUPLEX OUTLET DATA Q J-BOX FOR DATA LINE DESCRIPTION KW. BRKR WIRE GEN LIGHTING (1298 • 3W/SF.) 3. 9 15 14 (2) EXH. FANS a ID KWJEA. 2.O 20 12 SUBTOTAL A/C -1 FAN WMEAT STRIP a 65% 91.5 2/50 6 AHU 01 HEAT STRIP GOVERNS ADDED NEW CIRCUIT LOADS INTO EXISTING 150A PANEL "g" CISAMP CONNECTED LOAD) ,kbD SIt.Aww 'Dgwv#tS A4%0Iti+fa To 144'l sae- I�I�7lYx.`! DATE: DESIGN BY: SB DRAWN BY: X REVIEWED BY: SB PROJECT #: SHEET #: 99275 A-7 PRINT DATE: REVISIONS DA TOP OF PLATES 9'-4' (v.IP.) --- FIN. FLOOR a A/C SPACES ------------- '- �TOP_ _OF_PLATES 9'-4' (V.IP.) --- FIN. FLOOR ® A/C SPACES -------------- 0'-4' d NOTE: ELEVATION VIEWS BEYOND SECTION CUTS NOT SHOWN FOR CLARITY m CTION EXISTING ROOFING SYSTEM MATT INSULATION OVER ENTIRE A/C SPACES EXISTING ROOF TRUSSES z 2'-0' Cv.IP.) X Ul TOP OF PLATES ---------------- EXISTING FASCIA 5/8' GYPSUM WALL BOARD OR 1/2' HIGH STRENGTH CEILING BOARD ON FURRING AS REQUIRED EXISTING SOFFIT JOINT TREATMENT IX3 WOOD TRIM CONT. 2X4 WOOD STUDS a 16' O.C. MAX. FASTEN NEW STUDS TO EXIST. DOUBLE PLATES W/ 'SEMCO'TPPC 6' STRAP W/ (3)9�d GALv. NAILS NEW BATTEN WOOD SIDING TO MATCH EXISTING EXISTING: IX3 WOOD BATTEN STRIPS ON IXIO WOOD BOARDS W/ 3/4' SPACING 5/8' GYPSUM BOARD ON BUILIDING PAPER ON 3/4' CDX PLYWOOD VERIFY EXISTING WOOD SPECIES 4 DIMENSIONS GATT INSULATION SEE ENERGY CALCULATIONS PROVIDE FIRESTOPS — BETWEEN STUDS 2 ROWS ® 40' O.C. MAX. (2)2X4 SYP " 2 COLLAR TIES W/ (3) 10d COM NAILS EACH NEW 2X4 SOLE PLATE WOOD BASE SIDE (TYPICAL) U Q 2X6 SYP " 2 (TYPICAL) IXS RIDGE NEW P.T. WOOD BLOCKING BOARD BOLTED TO FIN, FLOOR FLASHING NEW SOFFIT TO NEW ROOF TO W/ (2)-loci COM. TOENAILED EACH EXISTING CONC. SLAB TO MATCH EXISTING MATCH EXISTING MATCH EXISTING SIDE/EACH RAFTER FIN. FLOOR A/C SPACES EXISTING OF TRUSS IX6 WOOD BOARD --------------- FINISH CEILING FINISH _ ----------- - `r OVER 3/4' CDX PLYWOOD SHEATHING TOP OF BEAM �\ NEW FASCIA TO 1 MATCH EXISTING -------- 10'-4' / \ EXISTING CONCRETE SLAB TRIM OVERHANG BOXED WOOD BEAM I I I I 'SEMCO' RT12 \/ AS REQUIRED SEMCO' PCM44 1 1 POST BEAM GAP ANCHOR 1 1 AT EEACHNRAFTER NEW (2)2X6 BEAM (7YP. OF 2) 1 1 I .�\i\ I I I I ? NEW SOFFIT TO 4X4 SYP "2 P.T. I I EXISTING CRAWL SPACE; — MATCH EXISTING WOOD FOST I I I < HEAD DETAIL I I I X TO MATCH EXIST. BOXED WOOD COLUMN I I I as LIVINC��KI7CI-INN I I II I I II NEW TILE ON EXIST. SLAB I 'SEMCO' AMP44 NEW RAISE FLOOR NEW PAVERS 1'-4'LL POST ANCHOR (TYP. OF 2) I POURED I ONC FOUNDATION ijL& NEW FIN. FLOOR 0 _4 ICE SEE STRUC. DWG. 16' 'O' BLOCK EXIL CRAWLS SOLID FILLED BUILDING SEC 67�BUILIDING SECTION r\ VTR (EXISTING) \ I \I I\ KITCHENETTE \ \ EXISTING \ CONNECT NEW VENT INTO \ EXISTING VENT STACK / / \ INATTIC. LAAV. (EXIST) ' I I \ J \ I LUZ- I � I LAV. (RELOG.) \ RELOC.) SHWR (RELOC.) / 'ICAL WALL S INTO :TION SCALE: 3/4'.1'-0' PLUMBING RISER NOT TO SCALE NOTES: DATE DESIGN BY: SB DRAWN BY: JK REVIEWED BY: SB z O u a � H O a O c z��� 0� �> �� Z�� �a P A I a 3i11J xiy lF;i�'i➢�r�i SHEET #: PRINT DATE: