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Home My WebLink About252 - 292 W Lake Mary Blvd 00-1636 (a) Electrical Plan (retail shell only)C, 12 SUBDIVISION: ZONE - DATE CONTRACTOR PERMIT* # 670 LOT NO. 'ko yel�ol BLOCK: J 0 B SECTION: COST $ FEE STATE NO. FE6 - E $/ c- FEE $ FEE $ SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPE DATE OK REJECT BY FEE $-- ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: No ADDRESS PHONE# LOCATION.�s�`-7 Si 2, k --O OWNER ',,-if,A/y\&k L -LO -21- 'j- (t- 1,46-C, ADDRESS 06 PLUMBING CONTRACTOR ADDRESS PHONE# ELECTRICAL CONTRACTOR Okc� ADDRESS PHONE# MECHANICAL CONTRACTOR ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: PERMIT* # 670 LOT NO. 'ko yel�ol BLOCK: J 0 B SECTION: COST $ FEE STATE NO. FE6 - E $/ c- FEE $ FEE $ SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS I TYPE DATE OK REJECT BY FEE $-- ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: No I — — A RAP' _ER SYS. RISER ET E-2 BURY 1" C. MIN. 5' REMAIN CLEAR OF BUILDING. VERIFY I ROUTING WITH STRI COMBINED SUITES "F" THRU "I" FLOW/TAMPER SWITCHES AND WATER 'GONG, COORDINATE EXACT LOCATTION WITH ARCHITECT. SEE SPRINKLER SYS. RISER DETAIL, SHEET E--2. 9 6 -S 14 HP -7 HP -14,16--*/ MECH. ROOM SCALE: 1/8"=V-0" I 1" Q WITH PULL CORD 1 C FOR �PHONE SERVICE. SEE I DETAIL SHEET E-2 (TYP.) -FIXTURE TYPE "A" (TYPICAL) WP CONTACTOR) TO SIGN T YPE I DIMENSION = 20'-0"x50'-0" AREA = 1,000 SQ.FT. SCALE: 1/8"=V-0" TOM F 3 it ■ i Lut ML 00 C) LU W CD 0j CD IT 47: M 3Z LLJ in LL_ =�W1 M 7-D 0_1 73 C:3 CD Cn Il I — — A RAP' _ER SYS. RISER ET E-2 BURY 1" C. MIN. 5' REMAIN CLEAR OF BUILDING. VERIFY I ROUTING WITH STRI COMBINED SUITES "F" THRU "I" FLOW/TAMPER SWITCHES AND WATER 'GONG, COORDINATE EXACT LOCATTION WITH ARCHITECT. SEE SPRINKLER SYS. RISER DETAIL, SHEET E--2. 9 6 -S 14 HP -7 HP -14,16--*/ MECH. ROOM SCALE: 1/8"=V-0" I 1" Q WITH PULL CORD 1 C FOR �PHONE SERVICE. SEE I DETAIL SHEET E-2 (TYP.) -FIXTURE TYPE "A" (TYPICAL) WP CONTACTOR) TO SIGN T YPE I DIMENSION = 20'-0"x50'-0" AREA = 1,000 SQ.FT. SCALE: 1/8"=V-0" WP C-5 (VIA CONTACTOR) TO SIGN , ir'"YPE 3 DIMENSION - 20'-O"x5O'-O" AREA = 1,000 SQ, FT. SCALE: 1/8"=V-0" I ED TOM F 3 it ■ i WP C-5 (VIA CONTACTOR) TO SIGN , ir'"YPE 3 DIMENSION - 20'-O"x5O'-O" AREA = 1,000 SQ, FT. SCALE: 1/8"=V-0" I ED P J WP B-5 (VIA CONTACTOR) TO SIGN r YFE 2 DIMENSION 15'-0%50'-0" AREA = 750 SQ -FT. SCALE: 1/8"=V-0 $$ E TOM Lull ■ z Lut ML 00 C) LU W =�W1 P J WP B-5 (VIA CONTACTOR) TO SIGN r YFE 2 DIMENSION 15'-0%50'-0" AREA = 750 SQ -FT. SCALE: 1/8"=V-0 $$ E WP D-5 (VIA CONTACTOR) TO SIGN T YPE 4 DIMENSION = 20'-0"x50'-0" AREA = 1,000 SQ.FT., SCALE: 1/8"=1'-0": OCOPYRMT All reports, plans, specifications, computer ffles, field data, notes and other documents and instruments prepared by Cuhaci & Peterson as instruments of service =_'nthe(0pro"P) )ty of C & P. C & P shall retain all common low, statutory and other reserved rights, Including the copyright thereto. Any use or reproduction of this document with— out written permis5tion from C & P is a violation of Federal copyright laws. M- TOM Lull ■ z Lut ML 00 C) LU W WP D-5 (VIA CONTACTOR) TO SIGN T YPE 4 DIMENSION = 20'-0"x50'-0" AREA = 1,000 SQ.FT., SCALE: 1/8"=1'-0": OCOPYRMT All reports, plans, specifications, computer ffles, field data, notes and other documents and instruments prepared by Cuhaci & Peterson as instruments of service =_'nthe(0pro"P) )ty of C & P. C & P shall retain all common low, statutory and other reserved rights, Including the copyright thereto. Any use or reproduction of this document with— out written permis5tion from C & P is a violation of Federal copyright laws. M- Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Cray Street : Tampa, Florida 33609 Telephone: 813 287-2719 Fax: (813) 287-5704 TOM Lull z Lut ML 00 C) LU W Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Cray Street : Tampa, Florida 33609 Telephone: 813 287-2719 Fax: (813) 287-5704 r Q.% 4— Q) 0 C_ M L C-) G 0 h.1 T-, 0 m D J LL - T73 0 v— M i ry C0 .-i _0 L :O r-1 O Ci] EQUIPMENT GROUND BAR CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEEL..., i FULL SIZE 5. R\/TCE EQUIPMENT NEUTRAL TBONDING BUS JUMPER ENCLOSURE (TYP) — FULL SIZE GROUNDING CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) EXTERIOR METAL WATER, INTERIOR GAS AND INTERIOR FIRE SPRINKLER PIPE PER N,E.C. 250--80. 5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) 6'-0" MIN. NO SCALE 4#3 CU, 1 #8 CU E.G. IN 2 1/2- C. NOTES: 1. ,,:MAIN SERVICE SWITCHES SHALL HAVE `AN A.I.C. RATING OF 100,000 AMPS. 2. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 3. REFERENCE ELECTRICAL SITE PLAN FOR LOCATION OF TRANSFORMER(S). ETU -Z&# v� WIP (2 FURN. W/UNIT TURN. W/UNIT SEE NOTE 6 SEE NOTE 6 vip 3—#8, 1—#10 E.G. 3-#10, 1—#10 E,G. SEE PANEL IN 3/4" C. SEE PANEL J IN 1 /2" C. SCHEDULE SCHEDULE UIP WIRING IL N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED `ON MECHANICAL PLANS, THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 6. UNITS FURNISHED WITH UNIT MOUNTED DISCONNECT, CONVENIENCE OUTLET AND RETURN AIR SMOKE DETECTOR. (4) #3CU, (1) #8CU E.G. IN 2 1/2" C. OAU MAY TOTAL EST, CONNECTED LOAD (3,000 S.F. 0 15W/S.F,) = 45.0 KW 45.0 KW 0120/208,30 = 125 AMPS 4--500MCM CU, 1--#3 CU E.G. 4-500MCM CU, 1#3 U E.G. U7 CONDUIT — — t IN 31/2" CONDUI LL. C), 67 0 LL � L7 i W ok LL 0 r_ EQUIPMENT GROUND BAR CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEEL..., i FULL SIZE 5. R\/TCE EQUIPMENT NEUTRAL TBONDING BUS JUMPER ENCLOSURE (TYP) — FULL SIZE GROUNDING CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) EXTERIOR METAL WATER, INTERIOR GAS AND INTERIOR FIRE SPRINKLER PIPE PER N,E.C. 250--80. 5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) 6'-0" MIN. NO SCALE 4#3 CU, 1 #8 CU E.G. IN 2 1/2- C. NOTES: 1. ,,:MAIN SERVICE SWITCHES SHALL HAVE `AN A.I.C. RATING OF 100,000 AMPS. 2. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 3. REFERENCE ELECTRICAL SITE PLAN FOR LOCATION OF TRANSFORMER(S). ETU -Z&# v� WIP (2 FURN. W/UNIT TURN. W/UNIT SEE NOTE 6 SEE NOTE 6 vip 3—#8, 1—#10 E.G. 3-#10, 1—#10 E,G. SEE PANEL IN 3/4" C. SEE PANEL J IN 1 /2" C. SCHEDULE SCHEDULE UIP WIRING IL N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED `ON MECHANICAL PLANS, THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 6. UNITS FURNISHED WITH UNIT MOUNTED DISCONNECT, CONVENIENCE OUTLET AND RETURN AIR SMOKE DETECTOR. (4) #3CU, (1) #8CU E.G. IN 2 1/2" C. OAU MAY TOTAL EST, CONNECTED LOAD (3,000 S.F. 0 15W/S.F,) = 45.0 KW 45.0 KW 0120/208,30 = 125 AMPS 4--500MCM CU, 1--#3 CU E.G. 4-500MCM CU, 1#3 U E.G. IN 3-1/2- CONDUIT — — t IN 31/2" CONDUI SUITE SUITE SUITE SUITE SUITE SUITE SUITE J K L M N 0 P a R � : ' fi��HONE 1rr, RUItIAL #6 ;GROUND TO 3 SERVICE GROUND. t SEE ELECTRICXl SITE r^'LA�I EV EMPTY CONDUIT W/PULL FOR FEEDER COtIOIJIT SIZ= WIRE. STUB—UP 2' A.F.F., AND LOCATI%? CAP .AND MARK. (TYP. FOR EACH TENANT) TELEPHONE. RISER DIA Al N.T.S. SPRINKLER RISER FLOW WATER GONG (BY OTHERS) &TAMPER SWITCHES BY PROVIDE 120V. CIRCUIT SEPERATE FROM FACP OTHERS (RETAIL C/D) (TYP. 2 PLACES) SPRINKLER RISER FLOW & TAMPER SWITCHES BY PHOTOELECTRICQ OTHERS (RETAIL A) SMOKE DETECTOR�� ts rr ir r MANUAL PULL- ' �- UNDERGROUND. REMAIN .STATION - ..� p ---- .— CL PAR OF ALBERTSON'S ® BLDG. COORD. W/SITE PLAN, 1 (2) HOUSE PHONE LINES t HP -14 PROVID EIGHT—ZONE r RE ALMA DIGITAL DIALER PANEL WIT'r{ BATTER — tIECTE.D TO LOCAL MONITORING STATION. T N N T if APPROVED VE EQUAL): 1: PANEL: EDWARDS ,�-ST1-V3 USUIC PLI DIALER MODULE AND 1 (3) IDC ZONE M0DUlTS, SM KE DETECTOR '�F: EDWARDS " 7 B 251 B-001 A. 3. PULL—STATION: ED1'dARDS EST 270 SERIES MTD. INSIDE EQUIPMENT ROOM, 1 4. PROVIDE KNOX-80X '3Y KtIOX, SUPRA OR APPRO`IED EQUAL._. FLOW ND TAMPS S`ATCHES: 3Y OTH S. 6. WATER GONG ('r�_ATHER--r?ai 0r°): BY OTHERS. SUPERVISED --SPRINKLER SY TCw N. T. S. EMPTY C 'lr'rt�/PUL�! —`►MIRE #2/0 CU GRD. ELECTRODE 4-500MCM CU Int 3 1/2` C. CONDUCTOR. SEE DETAIL TO PAD MTD, TRAI MIM THIS SHEET. w POWER RISER DIAGRAM-RT L, 99 " 99 99. N.T.S. � 3 SEE 'SIGN CONTROL DIAGRAM' THIS SHEET, TO FACADE SIGN RUN CONDUCTORS -FULL 4-500MCM CU, 1-#3 Cu E.G.._7. LENGTH. OF WIREWAY IN 3 1/2" CONDUIT TO NEXT TENANT TO T/C ON HOUSE' PANEL PANEL "HP" -- TENANT 12"x12" W.P. WIREWAY (LENGTH AS REQUIRED) - PANEL (TYP.) j 3 P LIGHTNING ARRESTOR 4-#3CU, 1-#8CU E,G. IN 2 1/2- C. 100 1 100 1 100 I I 100 I I 100 11 1001.. 1 Loo I 100I ! 100 1 I I `? TO TENANT TO TENANT SIGN SIGN TIMECLOCK EQUAL TO T INTERMATIC #ET70215CR I 0 ( I - 30A./2 --POLE ELECTRICALLY HELD LIGHTING CONTACTOR EQUAL TO SQ.'D' HP -12 T/C C- -- - C -- - - #LG20 IN NEMA 1 ENCLOSURE WITH 120V. I T 3 T COIL, LOCATE CONTACTOR ABOVE TENANT PANEL (TYPICAL). FT#1 2 WIRE RU—OUT i T—I----- i---I-----=�20A., 1P. CIRCUIT i Lr ; l L) BREAKER (TYPICAL) 1 i 1 I /TENANT PANEL (TYPICAL) 4#4/0 CU, 1#4 CU E.G. IN 2 1/2'1 C. m 4-500MCM CU IN 3 1/2- C. I TO PAD MTD. TRANSFORMER SUITE SUITE SUITE SUITE SUITE SUITE SUITE SUITE SUITE Q R S T U V W X Y #1/0 CU GRD. ELECTROVE PROTIDE SPARE 3 1/2" CONDUCTOR. SEE DETAIL EMPTY C. W/PULL—WIRE TO CANOPY + LIGHTS----�.a TO CANOPY I TO COLUMN LIGHTS I I I LIGHTS �Ilillilii I I I I I I I I I I ICALLY HELD � LIOGHTINGPCONTACTOR�EQUAL TO SQ.'D' C `- - -` - - - #LG1000 IN NEMA 3R ENCLOSURE WITH 120V. COIL. LOCATE CONTACTORS NEXT f TO HOUSE PANEL "HP", I I I I I I I I I I HP -1,3,5 L—L #12 WIRE HP -2,4,6 HP -8,1.0,11,13' —!— .-L L J LIGHTING L DIAGRAM NO SCALE SEE "LIGHTING CONTROL DIAGRAM" THIS SHEET ---------------- LOAD SUMMARY TOTAL EST. CONNECTED LOAD (11,000 S.F. 0 15W/S.F.) = 165.0 KW HOUSE PANEL = 11.2 KW 176,2 KW ®120/208,30 = 489 AMPS LOAD SUMMARY TOTAL EST. CONNECTED LOAD (8,500 S.F. 0 15W/S.F.) = 127.5 KW 127.5 KW 0120/208,30 = 354 AMPS O COPYRIG H T All reports, plans, specifications, computer filets, field data, notes and other documents and instruments prepared by Cuhaci & Peterson Architects (C & P) as instruments of service remain the property of C & P. C & P shah retain all common law, statutory and other reserved rights, including the r_oa)riaht thereto. Any use or reproduction of this document with— out written permiosion from C €s P is a violation of Federal copyright laws. 71 Darold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287-2719 Fax: (813) 287-5704 0 Faie W mi LL. 4:'�Aflki9��' 0 LL _ � H� W ok LL 0 r_ 0 m 4 71 Darold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287-2719 Fax: (813) 287-5704 4:'�Aflki9��' _ � H� W ok r_ 71 Darold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287-2719 Fax: (813) 287-5704 ELECTRICAL- -SPE-CIEMAIMS 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND V.A.TRIP WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE 20. NOT USED ABOVE MENTIONED CODES. WIRE g#12 GND WIRE 1#12 21. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE, TANDEM AND HALF -FACE CIRCUIT BREAKERS BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, SHALL NOT BE USED. OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED, 21.1. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD 4 DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST --CLASS PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF 21.2. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING 1/2- PANEL NAME, VOLTAGE AND AMPERAGE. 4. ALL 'YORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 22. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SHOW WINDOW RECEPTS. SECTIONS AT SLAB PENETRATIONS MERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL 5. CONTRACTOR TO GUARANTEE A!L MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, KOPPER N0. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 1#10 3/4" 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE. AND TO INCLUDE- AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S DAMAGED THEREBY. SCHEDULE. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF 24. ALL ELECTRICAL CONDUCTORS SHAH BE INSTALLED IN AN APPROVED RACEWAY, EMT, TMC, RIGID PROPERTY DAMAGE FOR THE DURATION OF THE WORK, GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NM', 'MC', ELECTRICAL 1 MON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE _ CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND CONDUCTOR AMPACITY AND CONDUIT FILL. TELEPHONE COMPANIES. ELECTRICAL. CONTRACTOR SHALL CONTACT LOCAL POWER AND 1 TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 24.1. CONDUCTORS SHALL BE COLOR COD® AS FOLLOWS: 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL 298V SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL -WHITE ABC, TOP TO BOTTOM BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT THWN/THHN INSULATION, CONDUCTORS j1O AND SMALLER MAY BE SOLID; ALL THOSE 18 PHASE B - RED PHASE B - ORANGE TO BACK AND LARGER TO BE STRANDED. PHASE C - BLUE PHASE C -- YELLOW 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIGID STEEL OR GRD.CgN -GREEN GRD.CON -GREEN RI SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERERE RIGID D STEEL , 25CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC FIRE RATED WALLS, CEILINSLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLYGS, PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL STANDARDS. SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCHGEAR, - WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS SECURITY, ETC-) PROVIDE TWO (2) COPIES, TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS, APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS MENEVER POSSIBLE. CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP - DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS 13, DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK --MAKE, QUICK -BREAK TYPE. SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR / PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND GENERAL CONTRACTOR DOES NOT SUBMIT SHOW DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS 1 OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE TWIGS AS PART OF THIS CONTRACT. ADDITIONAL SHOW DRAWING REVIEWS SHALL BE INVOICED THOSE MANUFACTURED BY EITHER BUSSMAN.OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL 27. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH BE CLASS L. COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO SPACE ONLY BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF 14, ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE EQUIPMENT, DEVICE, CCNDUIT AND WIRE IS TO MARKED MEN INSTALLED. USE TO INDICATE INSTALLATION AS SHOM ON DRAWINGS AND USE RM TO INDICATE FIELD CHANGES. MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, PASS & SEYMOUR. BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND AND BECOME PROPERTY OF THE ARCHITECT. PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. - 1 A. SWITCHES: LEVITON #CSB1-20I 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE B. RECEPTACLES: LEVITON jBR20-I CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE C. COVER PLATES: SMOOTH PLASTIC CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR 1 PERFORMANCE'THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE 15. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR SHALL VM PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER OF THE COST OF THE REVISED WORK. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPI FTE ELECTRICAL - SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR PROPER WORKING ORDER. ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE 0 = PROVIDE "LOCK -ON" DEVICE 93 = VIA CONTACTOR/TIMECLOCK ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL 16. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 53 52 30. CONTRACTOR SHALL PROVIDE TWO (2). COPIES OF THE PROPOSED SITE LIGHT FIXTURE PACKAGE A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWING. ALL PROPOSED CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR, ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE SITE FIXTURES SPECIFIED AS THE 17. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL BASIS OF DESIGN; HOWEVER, IF THE SITE FIXTURE IS NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL.. ALTERNATE SITE FIXTURES SHALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. INCLUDE A COMPUTER GENERATED POINT -BY -POINT PHOTOMETRIC CALCULATION BASED ON THE 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES, THE CONTRACTOR PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED 4704 IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. W MA C_ CD a 0 Cn M C_ C-) Q y z CD Q Q Cu m_ c� 0 m Q M m w CD M J C_ Q c rQ cn c n, a M r-, 0 m IT In rn rn a 0 U SURFACE MOUNTED 120/208V., 30, 4W. PANEL gt,A9"' SQUARE 'D' TYPE "QO". 10.000 A.I.C. (INTEGRATED) MAIN BKR - MAIN LUGS 125A POLE TRIP NO. AMP 1 20 BKR POLE 17 WIRE 3#12 GND WIRE 1 #12 COND 1 /2" SERVES NIGHT/EMER. LTG. & RESTROOMS LOAD V.A.TRIP r�Jr.� P O. 2 BKR AMP POLE 20 1 WIRE g#12 GND WIRE 1#12 COND 1/2" SERVES EWC A 7=50 B C 360 750 4704 3 20 1 SALES LIGHTING 4 20 1 SALES RECEPTS. iso 4704 5 20 1 2#12 1 #12 1/2- FASCIA SIGN 6 20 1 SHOW WINDOW RECEPTS. 4704 950 11 3 3#8 1#10 3/4" RTU -1 8 20 1 SALES RECEPTS. 360 10 - 1 - - 10 SPACE ONLY 1 12 - 1 _ _ - SPACE ONLY - 13 - 1 - -- - SPACE ONLY 14 - 1 - - - SPACE ONLY 14 15 - 1 - - -SPACE ONLY 16 - 1 - - - SPACE ONLY _ 17 - 1 1 - - SPACE ONLY 18 - 17 - 1 - SPACE ONLY = 19 - 1 - - SPACE ONLY SPACE ONLY 20 - 1 - - - SPACE ONLY - 21 - 1 -- - - SPACE ONLY 22 - 1 - - - SPACE ONLY _ 23 - 1 - - - SPACE ONLY 24 - 1 - - - SPACE ONLY 1 0 = PROVIDE "LOCK -ON" DEVICE 93 = VIA CONTACTOR/TIMECLOCK CONNECTED V.A. PER PHASE 6364 6234 5564 - CONNECTED AMPS PER PHASE 53 52 46 SURFACE MOUNTED 120/208V., 30, 4W. PANEL "as SQUARE 'D' TYPE "QO", 10,000 A.I.C. (INTEGRATED) MAIN BKR - MAIN LUGS 125A POLE TRIP NO. AMP 1 20 BKR POLE 1 WIRE 3#12 qND COND 1 /2" SERVES NIGHT/EMER. LTG. & RESTROOMS LOAD V.A. r�Jr.� POLE 2 AMP 20 POLE 1 WIRE 6#12 # WIRE 1#12 COND 1 /2 " SERVES EWC A 0 8 0 C 0 500 Iso 260 3 20 1 SALES LIGHTING 4 20 1 SALES RECEPTS. 330 2592 5 20 1 2#12 1 #12 1 /2" FASCIA SIGN 6 20 1 SHOW WINDOW RECEPTS. 360 2592 7 9 30 11 3 3#10 1##10 1/2- RTU -4 8 20 1 SALES RECEPTS. 360 10 - 1 - - - SPACE ONLY < 12 - 1 - - - SPACE ONLY 12 13 1 - - - SPACE ONLY 14 - 1 - - - SPACE ONLY _ 15 - 1 - = - SPACE ONLY 15 - 1 - - - SPACE ONLY = 17 - 1 - - - SPACE ONLY - - SPACE ONLY SPACE ONLY 18 SPACE ONLY - 19 - 1 - - - SPACE ONLY 20 - 1 - - - SPACE ONLY - 21 - 1 - - - SPACE ONLY - - 1 - - - SPACE ONLY -22 23 - 1 - - - SPACE ONLY 24 - 1 - - - SPACE ONLY = 0 = PROVIDE "LOCK -ON" DEVICE U = VIA CONTACTOR/TIMECLOCK CONNECTED V.A. PER PHASE 4252 1 4122 3452 3452 CONNECTED AMPS PER PHASE 35 34 29 M ;rr SURFACE MOUNTED 120/208V., 30, 4W. tis ,N� PANE. "» MAIN BKR - SQUARE 'D' TYPE "QO", 10,000 A.I.C. (MTs T_F0) MAIN LUGS 125A POLE TRIP BKR NO. AMP POLE WIRE GND WIRE COND SERVES LOAD V.A. POLEIR>R H0. _ tom, r�Jr.� � - FLT GX#OO SERVES A 0 B � C � 1 20 1 3#12 1#12 1 /2 " NIGHT/EMER. LTG. & RESTROOMS 550 1260 500 2 20 1- � 2 S 2 1 /2„ EW - 750 25928 3 20 1 SALES LIGHTING 4 2O? 20 1 ^1 SALES RECEPTS. 360 2592 5 20 1 2#12 1#12 1/2" FASCIA SIGN 6 SHOW WINDOW RECEPTS. 300 2582 7 9 30 3 11 3#10 1#10 1/2" RTU -2 COLUMN LIGHTS 20 1 SALES RECEPTS. Jso 10 - 1 - - - SPACE ONLY " 1/2 COLUMN LIGHTS 12 - 1 - - - SPACE ONLY 13 - 1 - - - SPACE ONLY 14 - 1 - - = SPACE ONLY = 15 - 1 - - - SPACE ONLY 16 - 1 - - - SPACE OCiLY - -- - 17 - 1 - - SPACE ONLY SPACE ONLY 18 = 1 - - - SPACE ONLY _ 19 - 1 - - - SPACE ONLY 20 - 1 - - - SPACE ONLY _ 21 -1 - d - - SPACE ONLY 22 - 1 - - - SPACE ONLY _ 23 - 1 - - - SPACE ONLY CONNECTED V.A. PER PHASE ® = VIA CONTACTOR/TIMECLOCK I CONNECTED AMPS PER PHASE - 1 - - 36 SPACE ONLY -24 0 = PROVIDE "LOCK -ON" DEVICE = VIA CONTACTOR/TIMECLOCK CONNECTED V.A. PER PHASE 4252 3862 3452 - I a ` rCONNECTED AMPS PER PHASE 35 32 29 SURFACE MOUNTED 120/208V., 30, 4W. PANEL "HP" (NEMA -3R) SQUARE 'D' TYPE "QO", 10,000 A.I.C. (INTrGR2 T,_ -D1 MAIN BKR - - MAIN LUGS 125A POLE MIPP � WIRE GND WIRE COND SERVES LOAD V. PCS NO. Twp AW 'ate Fri -- LL Q(D WMF - - COND EVES A 0 B 4 1 C 0 1 20 3 20 1 1 4#10 # 1 10 # CANOPY LIGHTS 3 4" CANOPY LIGHTS / CANOPY LIGHTS 1260 1260 1260 2 2 0 1 3'10 2J8 1110 IPO 3/4 3/4" - CANOPY LIGHTS 1050 1195 4 20 20 _ll 1 4 Cr11OPY I11GHTS CAAOPY LIGHTS 1280 100 5 20 1 _ 6 0 1045 7 20 1 2,#12 1#12 1/2- CORRIDOR/MECH. RM. LIGHTS 8 _ 10 - - 20 - 2 2110 - 1119 1/2" COLUMN LIGHTS 1045 9 20 1 2#12 1#12 1/2- FACP RECEPT. 665 11 20 13 2 2;#10 1#10 " 1/2 COLUMN LIGHTS ' i2- 24 2,#f2 1 12 i/2' TIMECLOCK 14 20 1312 20 1 112 1/2" SPRINKLER SYS. PANEL 100 15 - 1 - - - SPACE ONLY .16 20 ; WATER GONGS 200 17 •-- 1 - - - SPACE ONLY 18- - 1 - - - SPACE ONLY _ - 19 - 1 _ - -- SPACE ONLY 20 3800 6 20 1 SPACE ONLY _ 21 - 1 - - - SPACE ONLY 22 - i - - - SPACE ONLY _ 23 - 1 - - SPACE ONLY 24 = i - - - SPACE ONLY CONNECTED V.A. PER PHASE ® = VIA CONTACTOR/TIMECLOCK I CONNECTED AMPS PER PHASE 4315 3485 3395 J 36 29 28 1220 Alden Road Orlando, Florida 32803 Ph. 407.228 4220 Fax. 407 228 4219 W COPYRIGHT All reports, plane, specifications, computer files, field data, notes and other documents and instruments prepared by CuhacL & Peterson Architects (C & P) as Instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document with- out written permission from C €t P is a violation of Federal copyright laws. �: a 0 FM ia. LL Y�LU SURFACE MOUNTEDPANEL$PC" LL E9 [+9 iLLLulLIJ MAIN BKR - 120/208V., 30, 4W. Lul SQUARE 'D' TYPE "QO", 10,000 A.I.C. (INTEGRATED) MAIN LUGS 125A POLE N0. TRIP BKR AMP POLE GND WIRE GND WIRE SERVES LOAD V.A. POLE NO. TRIP AMP BKR POLE WIRE GND WIRE COAD SERVES A 0 B 0 C 0 0 1 20 1 NIGHT/EMER. LTG. & RESTROOMS 750 2 20 1 EWC 3 20 1 3#12 1 12 1 2" / 3#12 1#12 1/2 " SALES LIGHTING 540 4 20 1 SALES RECEPTS. ® 5 20 1 2#12 1#12 1/2" FASCIA SIGN 3800 6 20 1 SHOW WINDOW RECEPTS. 3' 2 1,#12 1 /2 " 3604 8 20 1 SHOW WINDOW RECEPTS. 2 9 50 3 3##8 1#10 3/4" RTU -3 4704 10 - SPACE ONLY 11 4704 12 _ 1 _ - - SPACE ONLY 13 - 1 -- - - SPACE ONLY _ 14 -- 1 - - - SPACE ONLY 15 - 1 - - - SPACE ONLY T 16 - 1 - - - SPACE ONLY 17 - 1 - - - SPACE ONLY < _ 18 SPACE ONLY 19 - 1 - - - SPACE ONLY- 20 - 1 - - - SPACE ONLY 21 - 1 - - - SPACE ONLY ti 22 - 1 - - - SPACE ONLY 23 - 1 - - - SPACE ONLY _ 24 - 1 - - - SPACE ONLY 0 = PROVIDE "LOCK -ON" DEVICE CONNECTED V.A. PER PHASE 6364 6414 5564 13 = VIA CONTACTOR/TIMECLOCK CONNECTED AMPS PER PHASE 53 53 46 1220 Alden Road Orlando, Florida 32803 Ph. 407.228 4220 Fax. 407 228 4219 W COPYRIGHT All reports, plane, specifications, computer files, field data, notes and other documents and instruments prepared by CuhacL & Peterson Architects (C & P) as Instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document with- out written permission from C €t P is a violation of Federal copyright laws. ® r� l �: a 0 FM ia. LL Y�LU 0 LL E9 [+9 iLLLulLIJ LL Lul 0 0 ® r� l �: a Z ,liLLjLU ia. Y�LU tco E9 [+9 iLLLulLIJ Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287-2719 Fax: (813) 287-5704 9916 SCAB NO SCALE DATE 6-11-1999 E-3 FINAL [NSPECTI i RkQMR� ,'-� CITY CSFARIF , SANFORQ 60:1 -DING, DEPT. THESE PLANS ARE REVIC,NF-') AND C•ONDIT10NALL..Y ACCEPTED FOR PERFAI'T'. A, PERh:11'SSUED SHALL BE CONSTRUED TO BE A LICENSEE ' 0 PROCE*E ; WITH THF'. WORK AND NOT AS AU't HORi T Y TC VIOLATE, CAN, AI_TE'rc, OR SET-ASIDE ANY OF THE PPOVISiONS OF THE ?-ECHIN!r-A;i.- COO(' NOR SH,1,L.L.. ISSUANCE OF A PFRMIT PREVENT 'i::E,BUILDING DEPT FROM Ti; "�EAFTC r _:,I.'irv.iN•, A CORRF'C- TTON OF EPROR.- ON THES::I H!'JCl• C O(dL t i UC TI JN p OR OTHER \/ r /-T 4S Or. 7'i e- CODES, City of 7anfnrd Model Cl—des in effect: Sa;Toal°d wu;c?i ng Core 1997 ed. Standard F-,"lur bi a Code 1997 ed. Standard, Mechanical Code 1997 ed. Natfo I C-..!er:-ldcal Code 1996 ed. See City Corie A,Mi-l"NOMENT8 FL. 1997 FL, Lrnerg� ' e r . . - � , � I , I �_, I 1. I . I . I . . .. � ... I . . .. I . - I . �� '<"' '?- " , � 0�, \_ - �, ('� - - I I I . I - . I I I . ": . . � . � I *"' - - �_ I - 1;� X\ ,;� 11 - . I I . . � � 'D Y -�\P �,-,�\o N_ - 1. '��, � 71. � ;'�,� I - , , I � . I . _=_ - .1. ,- I . 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I !I _� .1 � I .,,,L___., - I 1 1 1 � I � � � , , -1 � , ': FOR CONSTRUCTION WATER TEST 80 PSI STATIC 65 RSI RESIDUAL. 1300 GPM FLOW WATER TEST BY SANFORD FIRE DEPT, H A (PEE) TUCKER FIRE, FIRE PROTECTION INSPECTOR - MARCH 17) 2000 ALL WORK TO COMPLY WITH NFPA & STATE AND LOCAL CODES ALL MATERIALS TO BE UL LISTED & FM APPROVED, ALL PIPING TO BE TESTED AT 200 PSI FOR 2 HOURS, COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO BE FORWARDED TO FIRE MARSHAL THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE REQUIRING CONSIDERATION IN THE DESIGN OF THE SPRINKLER SYSTEM, ALL SPRINKLERS, VALVES, FITTINGS AND EQUIPMENT TO COMPLY WITH SPECS, INTERIOR PIPING 2' AND LARGER TO BE SCHEDULE 10 WITH GROOVE AND WELD FITTINGS 1' PIPE TO BE SCHEDULE 40 WITH SCREW FITTINGS. UNDERGROUND PIPING TO BE CEMENT LINED DUCTILE IRON TO 5' OUT, ALL UNDERGROUND BENDS TO BE THRUST BLOCKED, ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO SYSTEM, L.S.I, TO WARRANTEE & CERTIFY ONLY WORK PERFORMED BY L,S.L ALL PIPE LENGTHS ARE SHOWN �_ TO ALL WALLS BETWEEN EXPOSED STRUCTURE AND SUSPENDED CEILING AREAS TO BE FULL HEIGHT ALL SSP, SSU & DRY HEADS TO BE VIKING MODEL M INT, LEVEL HEADS TO BE VIKING C-1, ALL LINES ARE 2" UNLESS NOTED OTHERWISE ALL BREAKOVERS ARE 1" UNLESS NOTED OTHERWISE .1 -GROOVE COUPLING SPftI l�KLER l4A.I N � 17 ! GROOVE CAP FLUSHING CONNECTION N.T.S, USE AT ENDS OF ALL MAINS SPRINKLER LEGEND TYPE r-- i _ .._ -- ��I _ _ ___ y + _ F ?��- ° s !^, PEIO'I!IT 0 E�__Fv I63 0 0 upwri T - _ tes —_ _ -- — _ _ F -- -- CH }e - TfiA - - -- - —! 1 r. �. - �� .• l >�' ►:.baa: a +. r. iiStri.iGiY� film IMF F fl=—:::� -- -N- T - Cu] — L ,�:J ku i ► _ FC7 .EV CH IAV - - ��. �� IT _._ 4 U r_ Jou_ � _� - -0 L_ -0 V r Ujl) ] • ALL WORK TO COMPLY WITH NFPA & STATE AND LOCAL CODES ALL MATERIALS TO BE UL LISTED & FM APPROVED, ALL PIPING TO BE TESTED AT 200 PSI FOR 2 HOURS, COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO BE FORWARDED TO FIRE MARSHAL THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE REQUIRING CONSIDERATION IN THE DESIGN OF THE SPRINKLER SYSTEM, ALL SPRINKLERS, VALVES, FITTINGS AND EQUIPMENT TO COMPLY WITH SPECS, INTERIOR PIPING 2' AND LARGER TO BE SCHEDULE 10 WITH GROOVE AND WELD FITTINGS 1' PIPE TO BE SCHEDULE 40 WITH SCREW FITTINGS. UNDERGROUND PIPING TO BE CEMENT LINED DUCTILE IRON TO 5' OUT, ALL UNDERGROUND BENDS TO BE THRUST BLOCKED, ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO SYSTEM, L.S.I, TO WARRANTEE & CERTIFY ONLY WORK PERFORMED BY L,S.L ALL PIPE LENGTHS ARE SHOWN �_ TO ALL WALLS BETWEEN EXPOSED STRUCTURE AND SUSPENDED CEILING AREAS TO BE FULL HEIGHT ALL SSP, SSU & DRY HEADS TO BE VIKING MODEL M INT, LEVEL HEADS TO BE VIKING C-1, ALL LINES ARE 2" UNLESS NOTED OTHERWISE ALL BREAKOVERS ARE 1" UNLESS NOTED OTHERWISE .1 -GROOVE COUPLING SPftI l�KLER l4A.I N � 17 ! GROOVE CAP FLUSHING CONNECTION N.T.S, USE AT ENDS OF ALL MAINS SPRINKLER LEGEND TYPE ORIFICE TEW SYMBOL QTY. PEIO'I!IT tR I63 0 0 upwri T s/c tes O ee HYDRAULIC LEGEND M 12614 H SOURCE 98.3 PSI 3" TO SYSTEM 3" TO SYS'T'EM 2" MAIN DRAIN 4" GR. EASY RISER 4" GR. BUTTERFLY VALVE WITH TAMPER SWITCH 6x8 FLANGED RED. WELD PIPE CONFIGURATION TYPICAL ALL AREAS -BEAM CLAMP bw QST ALL -THREAD ROD BEAM CL PIMF OR STR0 L' THR%AL �iT. _'S TRAPEZE IPEPLIME 4 HANGER Z P-? SCALE, NOT TO SCALE RISER-DETA IL NIS ,20/ENTIRE K=5,6 C=12 11 ADS CAL 'TEST ALL LINES ARE 2" UNLESS NOTED OTHERWISE ALL BREAKOVERS ARE 1" UNLESS NOTED OTHERWISE FIRE PROTECTION PLAN I.rq POOR BEAM CL ALL -THREAD BAR )GIST RODBAR BEAM PIPE RING PIPE 3 PIPE 1S PIPE HANGER FP -1 SCALE{ NOT TO SCALE FOR CONSTRUCTION X � `c) o r• in ELEC BELL I' FROM SYSTEM I:= SIGN I' GLOBE VL, EXTERIOR WALL. i 45• ELL ORIFICE INSPECTORS TEST N. r,S. AS NOTE � r ry z if�I� V4 avlr'�t OF r, rri iINSP TEST tal,fl91 -iL': i,L/>flilti�,L I�Afa 1IWftft.M't'fd r►i! i�;,ilN �it;�!VsC6_ N - �� .• l >�' ►:.baa: a +. r. iiStri.iGiY� film WELD PIPE CONFIGURATION TYPICAL ALL AREAS -BEAM CLAMP bw QST ALL -THREAD ROD BEAM CL PIMF OR STR0 L' THR%AL �iT. _'S TRAPEZE IPEPLIME 4 HANGER Z P-? SCALE, NOT TO SCALE RISER-DETA IL NIS ,20/ENTIRE K=5,6 C=12 11 ADS CAL 'TEST ALL LINES ARE 2" UNLESS NOTED OTHERWISE ALL BREAKOVERS ARE 1" UNLESS NOTED OTHERWISE FIRE PROTECTION PLAN I.rq POOR BEAM CL ALL -THREAD BAR )GIST RODBAR BEAM PIPE RING PIPE 3 PIPE 1S PIPE HANGER FP -1 SCALE{ NOT TO SCALE FOR CONSTRUCTION X � `c) o r• in ELEC BELL I' FROM SYSTEM I:= SIGN I' GLOBE VL, EXTERIOR WALL. i 45• ELL ORIFICE INSPECTORS TEST N. r,S. AS NOTE � r ry z if�I� V4 avlr'�t OF r, .4 Q{CiTj)J)Tl 0QT 0 Oz�mUi iW O �tzUl�,tQ n�v xcia-vu i !rnOIli (= ;rn 1 TJ W �! � {,i U9 -111V I "'•'�. aY'•,�pg °, l I) i7 J 'tl (rl ' I J UI UI y n i:.. .•,•.3 tY° Fi'd j c UIUG)-L'T)7 1JInz � 1 i� U ;ky8ro z < U C) III W —1 1,:.v P 1CJ 11- ��nzrs +-=I n`;J zQ6)rIII mTIll