Loading...
2451 Old Lake Mary Rd - BC18-000593 (THE ICEMAN) (INTERIOR REMODEL) (A)OWNER DAVID BRYANT 5849 COMMONWEALTH AVE. JACKSONVILLE, FL 32254 PHONE: (904) 384-2013 FAX: (904) 388-6399 E -Mail: db@theicemanfl.com ARCHITECT CPH, INC 500 WEST FULTON STREET SANFORD, FL 32771 PHONE: (407) 322-6841 FAX: (407) 330-0639 E -Mail: jfoster@cphcorp.com CONTACT: Jeff Foster, AIA ELECTRICAL ENGINEER CPH, INC 500 WEST FULTON STREET SANFORD, FL 32771 PHONE: (407) 322-6841 FAX: (407) 330-0639 E -Mail: tnash@cphcorp.com CONTACT: Tim Nash, P.E. PROJECT INFORMATION: THIS PERMIT APPLICATION IS FOR AN INTERIOR TENANT ALTERATION TO THE WAREHOUSE AREA ONLY. SPACE WILL BE USED FOR ICE MANUFACTURING AND STORAGE. SCOPE OF WORK TO INCLUDE THE ADDITION OF ICE MANUFACTURING EQUIPMENT SURROUNDED BY NEW PRE -MANUFACTURED INSULATED METAL PANELS. ONE EXTERIOR DOOR WILL BE ADDED TO MEET EGRESS REQUIREMENTS. MODIFICATION OF EXISTING ELECTRICAL SERVICE FOR NEW ICE MANUFACTURING EQUIPMENT. MINOR INTERIOR SLAB WORK TO INSTALL DRAINAGE TRENCH. BUILDING CODES: GOVERNING JURISDICTION: CITY OF SANFORD FLORIDA BUILDING CODE 6TH EDITION: 2017 FLORIDA BUILDING CODE 6TH EDITION: 2017 EXISTING BUILDING - ALTERATION LEVEL II SHEET NAME FLORIDA ENERGY CONSERVATION CODE 6TH EDITION: 2017 FLORIDA MECHANICAL CODE 6TH EDITION: 2017 NATIONAL ELECTRICAL CODE, NFPA 70: 2014 FLORIDA PLUMBING CODE 6TH EDITION: 2017 FLORIDA FIRE PREVENTION CODE 6TH ADDITION: 2015 FLORIDA ACCESSIBILITY CODE 6TH EDITION: 2017 EXISTING BUILDING DATA: OCCUPANCY: MIXED USE - F-2 / 3-2 / B CONSTRUCTION TYPE: 11-B, FULLY FIRE SPRINKLED (EXISTING) NUMBER OF STORIES: 1 (EXISTING) FLOOR AREA: TOTAL EXISTING BUILDING AREA: 25,000 S.F. (NO NEW AREA BEING ADDED) TOTAL AREA OF RENOVATION: TENANT ALTERATION: 12,500 S.F. (NO ADDITIONAL SQUARE FOOTAGE IS BEING ADDED WITH THIS PROJECT AND THERE IS NO CHANGE IN USE OR OCCUPANCY) LIFE SAFETY SYSTEM: EMERGENCY LIGHTING: YES 8102 6 Z NVF EXIT SIGNS: YES r FIRE ALARM & SMOKE DETECTION SYSTEM: NO PANIC HARDWARE: NO FIRE SPRINKLER: YES NOTE: EXTEND EXISTING FIRE SPRINKLERS DOWN INTO NEW FREEZER/COOLER ENCLOSURES PER CODE REVISION HISTORY REVISION NO. DATE REVISION DESCRIPTION t a reA "i� _SSUED FOR PERMIT JANUARY PREPARED FOR THE ICEMAN "M 2451 OLD LAKE'MARY ROAD SANFORD , FLORIDA 32771 VICINITY MAp N SCALE: NOT TO SCALE 71 1fi ;Owl 10 REVIEWED BY: MATT MINNETT�' SANFORD FIRE EPT DATE: SANFORD Fin DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SHALE. ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODS. INDEX OF DRAWINGS ISSUED SHEET NUMBER SHEET NAME Architects Engineers Environmental Landscape Architects M/E/P Planners REVISION 1 2 3 4 5 6 GENERAL • Texas CS COVER SHEET GOA GENERAL NOTES & ABBREVIATIONS G0.2 ADA REQUIREMENTS a� W Z r.. CD CV d. ARCHITECTURE s a � ami ami A100 LIFE SAFETY PLAN ca 2 4y p Z 00 o A101 DEMOLITION PLAN / SECTIONS / DETAILS U 2,0 N 0 A102 FLOOR PLAN, SECTIONS, AND ELEVATIONS 1 0 Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, F1.32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LCO000298 X wF- ® z F - z Z z Q W Ell zCL 0 =� 0 LjL w ® �J 0 Uj Z Z ® LL LLI V M U Q W z LL ELECTRICAL U � 0 E5 1' '' 0 E001 SYMBOL LEGEND, GENERAL NOTES, ABBREVIATIONS, AND DRAWING INDEX E002 SPECIFICATIONS E101 ELECTRICAL DEMOLITION PLAN E201 LIGHTING PLAN E202 POWER PLAN E301 ELECTRICAL RISER DIAGRAM E302 ELECTRICAL PANELS SCHEDULES OF F< 1/25/2018 N opo � p AR98149 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICEN: +E 'f'O PROCEED WITH THE WOR'r< AND MOT AS AUTHORITY'ro VIOLATE, CANCEL, ALr i OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SlIALL. ISSUANCE OF A PERMIT PREVENT 'rl-IE BUILDIiIN(a OFFICIAL FROM'rHErHEAFTER FiEC UiR! �IC� „OI r?I C`rIC)N OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE City of Sanford Oil and Grease Program L' Initials & Date PERMIT� � ...�.1�� � � CERTIFICATION TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, INFORMATION, AND BELIEF, THIS DESIGN IS IN COMPLIANCE WITH APPLICABLE CODES AND LAWS. S'� , �' ( (v�� ( 6 n1l NI J FF FQST5R, AIA DATE r Sheet No. www.cphcorp.com A Full Service A & EFrm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas a� W Z r.. CD CV d. s a � ami ami �n ca 2 4y p Z 00 o (p U 2,0 N 0 O Q V) 1 0 Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, F1.32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LCO000298 X wF- ® z F - z Z z Q W Ell zCL 0 =� 0 LjL w ® �J 0 Uj Z Z ® LL LLI V M U Q W z LL 0) U � 0 E5 1' '' 0 z Sheet No. GENERAL NOTES GENERAL CONTRACTOR RESPONSIBILITY ABBREVIATIONS STANDARD SYMBOLS www.cpheorp.com 1. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED. AFF ABOVE FINISHED FLOOR CA GAGE, GAUGE RAD RADIUS A Fu// Service AFG ABOVE FINISHED GRADE GALV GALVANIZED RWL RAIN WATER LEADER 1l KEY NOTE 2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE WITHOUT FINISH, FACE OF CMU 1. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING CONDITIONS AP ACCESS PANEL GC GENERAL CONTRACTOR REC RECESSED A & E Firm WITHOUT FINISH AND FACE OF METAL STUD. AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ACOUS ACOUSTICAL GL GLASS, GLAZING REF REFERENCE Architects ARCHITECT. ACT ACOUSTICAL CEILING TILE GFRC GLASS FIBER RFL REFLECT(ED), (IVE), (ING) Q REVISION TAC ADD ADDENDUM REINFORCED CONCRETE REFR REFRIGERATOR Engineers 3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND Environmental REGULATORY REQUIREMENTS. 2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVERED ADH ADHESIVE CMU GLASS MASONRY UNIT REINF REINFORCE AFTER BEGINNING WORK. ADJ ADJACENT GT GLASS TILE REM REMOVE 7 DOOR TAG Landscape Architects 4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES. ADJT ADJUSTABLE GB GRAB BAR REQ'D REQUIRED M / E / P 3. CONTRACTORS SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS OTHERWISE ACG AGGREGATE GRD GRADE (ING) RES RESILIENT Planners 5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICH INDICATED. A/C AIR CONDITIONING GRT GROUT RT RESILIENT TILE O WINDOW TAG Structural MATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTION OR AHU AIR HANDLING UNIT GA GAGE, GAUGE RET RETURN Surveyors MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINAL 4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE ALT ALTERNATE GALV GALVANIZED RA RETURN AIR Traffic / Transportation CONSTRUCTION IF/WHEN DISTURBED. AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE ALUM ALUMINUM GC GENERAL CONTRACTOR REV REVISION A WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANCH ANCHOR, ANCHORAGE GL GLASS, GLAZING RH RIGHT HAND PARTITION TYPE Offices in: AB ANCHOR BOLT GFRC GLASS FIBER R RISER ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 6. WHEN "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ANOD ANODIZED REINFORCED CONCRETE RFG ROOFING •Florida ARE USED, INTERPRET AS "TO BE REVIEWED BY THE ARCHITECT". , • Puerto Rico 5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS, APPROX APPROXIMATE CMU GLASS MASONRY UNIT RD ROOF DRAIN 7. FOLLOW THE SPECIFICATIONS STRICTEST WRITTEN RECOMMENDATIONS FOR CERTIFICATE FOR COMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY AS REQUIRED ARCH ARCHITECTURAL GT GLASS TILE RM ROOMAD AREA DRAIN GB GRAB BAR RO ROUGH OPENING COLUMN DESIGNATION 7 • Connecticut HANDLING, INSTALLATION, AND/OR APPLICATION OF ALL MATERIALS AND/OR UNLESS OTHERWISE NOTED. •Maryland PRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THE ORDERLY AUTO AUTOMATIC GRD GRADE (ING) RB RUBBER PROGRESS OF WORK. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDING AVG AVERAGE GRT GROUT SND SANITARY NAPKIN •Texas PERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BE BSMNT BASEMENT GYP GYPSUM DISPENSER 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. OBTAINED BEFORE STARTING THE WORK. BM BEAM GWB GYPSUM WALL BOARD SCHED SCHEDULE o0 BRG BEARING HP HANDICAPPED SLNT SEALANT ROOM �` N 9. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL 7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTIONBEL BELOW HR HANDRAIL SECT SECTION FRO-illROOM NAME &NUMBER P �j (TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED. FOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT, CORRIDORS, BET BETWEEN HBD HARD BOARD SHTH SHEATHING LIGHTING FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALL INFRASTRUCTURE REQUIRED BIT BITUMINOUS HDW HARDWARE SHT SHEET0 v r Q BLK BLOCK HDWD HARDWOOD SM SHEET METAL AOOOA EQUIPMENT REFERENCE ko a Q <10. PERFORM ALL WORK INA WORKMANLIKE MANNER. DURING THE FINAL STORE OPERATION. `=01', w BD BOARD HD HEAD SV SHEET VINYL u- r v ra 8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK BOT BOTTOM HTG HEATING SH SHELF, SHELVING � o 11. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR BW BOTTOM OF WALL HVAC HEAT] NG/VENTILATING/ SHR SHOWER w BELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BY AS REQUIRED. �� , BKT BRACKET AIR CONDITIONING SIM SIMILAR �6- w THE CONTRACTOR IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED Q� � IMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE. 9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES ALL APPROVED DRAWINGS BRK BRICK HT HEIGHT SKLT SKYLIGHT NORTH ARROW SU. INCLUDING ALL REVISIONS AND ADDENDA. BRZ BRONZE HPT HIGH POINT SOG SLAB ON GRADE "' 12. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING BLDG BUILDING HC HOLLOW CORE SD SOAP DISPENSER WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND BUR BUILT-UP ROOFING HM HOLLOW METAL STC SOUND TRANSMISSION REQUIREMENTS DURING CONSTRUCTION. CAB CABINET HB HOSE BIBB CLASS �- SHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK. CUH CABINET UNIT HEATER HORIZ. HORIZONTAL S SOUTH NAME PROPOSED ELEVATION co 11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS CPT CARPET (ED) IN INCH SC SOLID CORE ELEVATION REQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE Cl CAST IRON INCL INCLUDE(D), (ING) SPEC SPECIFICATION FROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS. CB CATCH BASIN IC INSIDE CLEAR SA SPRAY ACOUSTIC CLG CEILING ID INSIDE DIAMETER SQ SQUARE 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE TO CEM CEMENT INSUL INSULATE(D), (ION) S/S STAINLESS STEEL 10'-0" COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS, INCLUDING ITEMS WITHIN THE SPACE CTR CENTER INT INTERIOR ST STAIR DIMENSION LINES ABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION, CT CERAMIC TILE INV INVERT STD STANDARD RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR CHBD CHALK BOARD JAN JANITOR STA STATION SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOUR AS CO CLEAN OUT JT JOINT S STL STEEL INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS. CLR CLEAR J JOIST STO STORAGE CLO CLOSET KIT KITCHEN STRUC STRUCTURAL 5 g 13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS HAVING COL COLUMN LAM LAMINATE SUSP SUSPENDED 5 2 ELEVATION REFERENCE ,} JURISDICTION WEATHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS. COMP COMPRESS(ED), (ION), LAV LAVATORY SYS SYSTEM r0 (IBLE) LCC LEAD COATED COPPER TKBD TACKBOARD 14. CONTRACTOR WILL VERIFY WITH THE A.A.A., A.E.E. AND THE PUBLIC WORK DEPARTMENT THE CONC CONCRETE LH LEFT HAND TEL TELEPHONE LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS. CMU CONCRETE MASONRY UNIT LT LIGHT TEMP TEMPERED YA5 CONST CONSTRUCTION LS LIGHT SWITCH TC TERRA COTTA 5 2 SECTION REFERENCE 15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS REQUIRED DURING THE CONT. CONTINUOUS LWT LIGHT WEIGHT TZ TERAZZO CONSTRUCTION PROCESS. CONTR CONTRACTOR) LTL LINTEL TEX TEXTURED CJT CONTROL JOINT LVR LOUVER THK THICK(NESS) 5 16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS, CG CORNER GUARD MACH MACHINE TPD TOILET PAPER r \ LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT. CORR CORRIDOR MB MACHINE BOLT DISPENSER q5,2 DETAIL INDICATOR CTSK COUNTERSINK MH MAN HOLE T&G TONGUE AND GROOVE 17. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSE CRS COURSE MFR MANUFACTURE (ER) T&B TOP AND BOTTOM ^ BREAK LINE LAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE CYD CUBIC YARD MAS MASONRY TC TOP OF CONCRETE 0 DRAWINGS. DEPT DEPARTMENT MO MASONRY OPENING TF TOP OF FOOTING' DTL DETAIL MTRL METERIAL(S) TJ TOP OF JOIST CL. CENTER 18. SHOP DRAWINGS: DIAL DIAGONAL MAX MAXIMUM TSL TOP OF SLAB a Q Q Z A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK. DIAM DIAMETER MECH MECHANICAL TST TOP OF STEEL LINE B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS DIM DIMENSION MC MEDICINE CABINET TW TOP OF WALL AND SPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE. DW DISH WASHER MED MEDIUM TW TOWEL BAR W a LL 0 LL C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED AND DPR DISPENSER MTL METAL TR TREAD L APPROVED BY THE ARCHITECT PRIOR TO ORDERING OF FABRICATION. DISP DISPOSAL MIN MINIMUM TRANS TRANSPARENT r DR DOOR MISC MISCELLANEOUS TYP TYPICAL 19. GENERAL CONTRACTOR TO SUBMIT CONSTRUCTION SCHEDULE. REFER TO SPECS. DO DOOR OPENING MIR MIRROR UC UNDERCUT Q a, DBL DOUBLE MOD MODULAR UL UNDERWRITER >1 -0 20. GENERAL CONTRACTOR TO PROVIDE OWNER AND ARCHITECT, WITH ONE COMPLETE SET OF DA DOUBLE ACTING MR MOISTURE RESISTANT T UNO UNLESS NOTED 00 ACCURATE, FULL-SIZED AS -BUILT RECORD DRAWINGS FOR PERMANENT RECORD. DN DOWN MLDG MOLDING, MOLDING OTHERWISE 0) i x p ai hi Z DWR DRAWER MTD MOUNTED UR URINAL Q N 21. CONTRACTORS SHALL FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 2 DWG DRAWING MULL MULLION VERT VERTICAL ❑ ❑ U < to ❑ Q YEARS FROM DATE OF SUBSTANTIONAL COMPLETION. REPAIR OR REPLACE WITHOUT CHARGE TO DF DRINKING FOUNTAIN NAT NATURAL VG VERTICAL GRAIN THE OWNER ALL ITEMS FOUND DEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL EA EACH NUM NOMINAL VIF VERIFY IN FIELD Plans Prepared By: MANUFACTURER'S WARRANTIES TO THE OWNER. E EAST NC NONCORROSIVE VEST VESTIBULE CPH, Inc. ELEC ELECTRIC(AL) N NORTH VP VENEER PLASTER 500 West Fulton St. EWC ELECTRIC WATER COOLER NA NOT APPLICABLE VIN VINYL Sanford, Fl. 32771 EL ELEVATION NIC NOT IN CONTRACT VCT VINYL COMPOSITION TILE Ph: 407.322.6841 Licenses: ELEV ELEVATOR NTS NOT TO SCALE VWC VINYL WALL COVERING Eng. C.O.A. No. 3215 EMER EMERGENCY NO NUMBER WC WATER CLOSET Survey L.B. No. 7143 ENC ENCLOSE (URE) OC ON CENTER WH WATER HEATER Arch, Lie. No. AA2600926 ENG ENGINEER(ING) OPNG OPENING WR WATER RESISTANT Lndscp. Lie. No. LC0000298 ENAM ENAMEL OPP OPPOSITE WP WATERPROOFING EPT EPDXY PAINT(ED) OPH OPPOSITE HAND WT WEIGHT EQ EQUAL OZ OUNCE WWF WELDED WIRE FABRIC EQUIP EQUIPMENT OD OUTSIDE DIAMETER WWM WELDED WIRE MESH EXH EXHAUST OA OVERALL W WEST, WIDTH, WIDE EX EXISTING OH OVER HEAD WIN WINDOW EXP'D EXPOSED PTD PAINT(ED) WG WIRE GLASS (n 0 EXP EXPANSION, EXPOSED PR PAIR WM WIRE MESH z EJT EXPANSION JOINT PNL PANEL W/ WITH 0 Q EXT EXTERIOR PBD PARTICLE BOARD Vel/O WITH OUT W W EIFS EXTERIOR INSULATION & PTN PARTITION WD WOOD Q FINISH SYSTEM PVMNT PAVEMENT WPT WORK POINT EXTD EXTRUDED PVRS PAVERS Wl WROUGHT IRON ' Z 0- U M FAB FABRIC PERF PERFORATE(D) W W= Z 0- 0 FWC FABRIC WALL COVERING PLAS PLASTER 0 Q ly FOC FACE OF CONCRETE P -LAM PLASTIC LAMINATE CO W ICY O J FOF FACE OF FINISH PL PLATE QW t.i Uj 0 FOM FACE OF MASONRY PWD PLYWOOD FIN FINISH(ED) PNT POINT z0 W O FF FINISHED FLOOR PT PORCELAIN TILE V)0 "- z ® LL FA FIREALARM PSF POUNDS PER SQUARE W m U Q FE FIRE EXTINGUISHER FOOT I - FEC FIRE EXTINGUISHER PSI POUNDS PER SQUARE O >. 'Q Q P: (j) CABINET INCH Z (j) J Z LL FHC FIRE HOSE CABINET PFB PREFABRICATE(D) J o W Q Q FPRF FIREPROOF PM PRESSED METAL otS _j FR FIRE RATING PROP PROPOSED 9 Q FT FIRE TREATED QTY QUANTITY W � Q U FIXT FIXTURE QT QUARRY TILE FLG FLASHING Z FLR FLOOR(ING) W FD FLOOR DRAIN C7 FLOUR FLUORESCENT FTG FOOTING Z FDN FOUNDATION FRM FRAME FS FULL SIZE FURR FURRED (ING) Sheet No. CONI TOILET ROOM FIXTURES AND ACCESSORIES SHALL BE CERTIFIED BY MANUFACTURER FOR COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT. ALL FIXTURES SHALL BE MOUNTED AT HEIGHTS AND WITH CLEARANCES AS REQUIRED BY ADA, AND AS FOLLOWS: WWF=cphco rp.com CENTER OF TOILETS SHALL BE MOUNTED 17" FROM SIDE WALL OR PARTITION, ��Service AND TOP OF SEAT SHALL BE FROM 17" TO 19" AFF. FLUSH CONTROL SHALL BE A & E Firm LOCATED NOT MORE THAN 28" AFF, ON THE OPEN SIDE OF THE TOILET, AND SHALL BE OPERABLE WITH MAX. 5 LB. FORCE. Architects Engineers GRAB BARS SHALL BE PROVIDED AT EACH TOILET, MOUNTED W/ TOP FROM 33" Environmental TO 36" AFF. MOUNT GRAB BARS INTO CONCEALED, SOLID WOOD BLOCKING AS Landscape Architects REQUIRED TO RESIST 250 PLF FORCE APPLIED TO GRAB BAR AT APY POINT IN M / E / P ANY DIRECTION GRAB BARS SHALL BE FROM 1-1/4" TO 1-1/2" IN DIAMETER AND Planners SHALL PROTECT AT LEAST 1-1/2" FROM WALL PROVIDE CONCEALED FASTNERS Structural WITH TRIM ESCUTCHEON. TOILET PAPER DISPENSERS SHALL BE INSTALLED Surveyors BELOW GRAB BAR ON SIDE WALL AT LEAST 15" AFF AND 7" TO 9" AWAY FROM Traffic / Transportation TOILET. PROVIDE CONCEALED SOLID BLOCKING. PAPER TOWEL DISPENSERS SHALL BE MOUNTED ON WALL BESIDE EACH LAV, WITH DISPENSER SLOT NOT Offices in: MORE THAN 44" AFF. PROVIDE SOLID WOOD BLOCKING IN WALL AROUND S Florida ROUGH OPENING. WALL HUNG LAYS SHALL BE MOUNTED WITH FRONT LIP AT 2'-10" AFF MAX. • Puerto Rico d Connecticut MIRRORS SHALL HAVE POLISHED SAFETY EDGE OR CHROME CHANNEL EDGE, . Maryland AND SHALL BE MOUNTED ABOVE EACH LAV. W/BOTTOM OF REFLECTIVE MIRROR SURFACE AT 40" AFF. MIRRORS SHALL BE MIN. 18" WIDE X 30" HEIGHT. • Texas SIGNAGE LEGEND N ti r 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE �� o Co U� INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS c".a 0 ' o w -ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE �d o ACCESSIBLE. �,�� ;- MISC. ADA REQUIREMENTS MANEUVERING CLEARANCE AT DOORS �d�s� �� It -ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE 1x u CLUSTERED AT A SINGLE LOCATION. -ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE m CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION. PULL SIDE 18" Minimum. -UNISEX TOILET AND BATHING ROOMS. DOOR CLOSERS SWEEP PERIOD SHALL BE IN ACCORDANCE WITH ADA REQUIREMENTS, ALL PERMANENT 4" (MIN.) DOOR WIDTH 24" Preferred. -ACCESSIBLE DRESSING FITTING AND LOCKER ROOMS WHERE NOT ALL ADJUSTED SO THAT FROM AN OPEN POSITION ROOM IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL SUCH ROOMS ARE ACCESSIBLE. OF 70°, THE DOOR WILL TAKE AT LEAST 3 ADJACENT TO THE LATCH SIDE OF THE DOOR, AND SHALL BE PUSH SIDE SECONDS TO MOVE TO A POINT 3 IN. FROM MOUNTED WITH THE CENTERLINE OF THE SIGN AT 5'-0" A.F.F. f — - - - - - - - - - - - -I THE LATCH, MEASURED TO THE LEADING MOUNTING LOCATION FOR SIGN SHALL BE SUCH THAT A PERSON I ( X DOOR WIDTH 4" M' 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE EDGE OF THE DOOR. ADJUST FOR 5 LB. MAX MAY APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING I I ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. FORCE. PROTRUDING OBJECTS OR STANDING IN THE SWING OF THE - - - ^ - _ _ THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF o OPTIONAL ADA SIGN DOOR. IF THERE IS INSUFFICIENT WALL SPACE ADJACENT TO THE I I F I ACCESSIBILITY. LOCATION FOR PUSH LATCH SIDE OF THE DOOR, THE SIGN SHALL BE MOUNTED ON THE I I I a) SIDE OF DOORS NEAREST ADJACENT WALL. ADA SIGNAGE SHALL COMPLY WITH I _ I I -AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE WITHOUT HOLD -OPEN THE DETAILS PROVIDED AT THE RIGHT. E E I ' \ I _ I I NEAREST UNISEX TOILET. DEVICES ONLY. n I I o I I 3. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL TO THE DOOR'S LATCH r SIDE AT A HEIGHT OF 60 AFF TO THE BASELINE OF THE HIGHEST TACTILE CA I I 00 i I I CHARACTER. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALL F=- - - COATI PURSE HOOK, DOOR I I I WHEN THERE IS NO WAI I SPACE ON THE LATCH SIDE. OR WALL MOUNT (TYP.) I I I 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR 9" I I I BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE /F -LEVER HARDWARE (TYP.} I _ MATERIALS OR FINISHES. — THERMOSTAT m CL / 5. ACCESSIBLE SIGNAGE SHALL USE GRADE II BRAILLE AND MUST COMPLY TYPICAL ELECTRICAL NOTE: X=12 in. 305 mm. Ll SWITCH,DIMMER, ETC. ( ) WITH ANSI AlA117.1 SECTION 703.4. If the door has both T a closer and a latch. z CV FRONT APPROACHES SWINGING - DOORS TYPICAL WALL PULL SIDE NCD LO MOUNTED DUPLEX � ELECTRICAL DOOR WIDTH X _ r- � - � T - TELEPHONE AND DATA if o d q d o OUTLETS ---------------------- I s� 54 in. (min.) o Z 1370 mm. s-0 N (: PUSH SIDE 0 0 0 Q cn 0 5 Q Plans Prepared By: CPH, Inc. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES I I I 500 West Fulton St. SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT I ' I I Sanford, Fl. 32771 REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.Ph: 407.322.6841 HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED I > to I I Licenses: AT 36" in. ABOVE FINISH FLOOR. I C� I I Eng. C.O.A. No. 3215 I fi s- I I Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lie. No. LC0000298 EXIT SIGN REQUIREMENTS NOTE: X=36 in. (915 mm) NOTE: Y=48 in. (1220 mm a' If Y=60 in (1525 mm) minimum if the door ha X=42 in. (1065 mm) both a closer and a latch. if Y=54 in.(1370 mm) V HINGE -SIDE APPROACHES - SWINGING DOORS � PULL SIDE �' _ �' : TACTILE CHARACTERS SHALL BE SANS SERIFr_EMEr­%'---'iPN1Qy �i U -_E RL:� u-"11BASELINE - min 24 in. . AND SELECTED FROM FONTS WHERE THE OF TEXT Uj D - 0 z WIDTH OF THE UPPERCASE LETTER "O" IS 55% IEXIT 24 in. minimum. Cy® !� PUSH SIDE , MINIMUM AND 110% MAXIMUM OF THE HEIGHT Z DOOR WIDTH 610 mrr�. X Q -- BASELINE,, E_ X-1 T_ (o OF THE UPPERCASE LETTER "I." AND WHERE � Q OF TEXT oo THE HEIGHT OF THE UPPERCASE LETTER "I" IS0 M 10 mm.,DOOR WIDTH 4" M . m z QNLY D z 0 w O ®-- °-sa--° a--- 5/8" MINIMUM AND 2" MAXIMUM. CHARACTERS �� air 0-10—` - - (:y— Li - 0000 00 SHALL BE ALL UPPERCASE AND RAISED 1/32" 0000 o° ° °° 00°° o° MINIMUM FROM SIGN SURFACE. o I r i LU u 'Z' o SIGNAGE GRADE 2 BRAILLE EITHER SIGNAGE GRADE 2 BRAILLE EITHER 1 '\ i I W L_ BACKGROUND TO BE CENTERED OR JUSTIFIED BACKGROUND TO BE CENTERED OR JUSTIFIED E E I I I c O CONTRASTING COLOR LEFT 3/8" MIN BELOW CONTRASTING COLOR LEFT 3/8" MIN BELOW N I I E TO TEXT. TACTILE CHARACTERS. TO TEXT. TACTILE CHARACTERS. oo I I I c � SEE 2010 ADA SEE 2010 ADA fi I P STANDARDS FOR BRAILLE STANDARDS FOR BRAILLE SPECIFICATIONS. SPECIFICATIONS. FINISHE FINISHED I I I z FLOOR FLOOR NOTE: Y=54 in. (1370 mm.) NOTE: Y=48 in. (1220 mm.) o If the door has a closer. If the door has a closer. LATCH -SIDE APPROACHES SWINGING- DOORS Sheet N o . FOR REFERENCE ONLY '� LIFE SAFETY SYMBOL LEGEND -- — —� -- TRAVEL PATH A & E Firm ® START OF TRAVEL TRAVEL DISTANCE - EXIT ARROW Landscape Architects F10DnINE EXIST. 2x4 LIGHT FIXTURE WITH Planners INTEGRAL EMERGENCY LIGHT Surveyors VE EXIST. COMBO EMERGENCY LIGHT / EXIT SIGN = 188 FEET A NEW COMBO EMERGENCY LIGHT / EXIT SIGN 1 Q N NEW EXIT SIGN I FE 19�7 SURFACE MOUNTED ABC FIRE EXTINGUISHER. LIFE SAFETY INFORMATION � rr rrrl I SEE COVER SHEET FOR GENERAL LIFE SAFETY INFORMATION J>dy r o TRAVEL DISTANCE: ALLOWED FOR A "F-2" OCCUPANCY IS 400 FT PER TABLE 1016.2 S � W TRAVEL DISTANCE: ALLOWED FOR A "S-2" OCCUPANCY IS 400 FT PER TABLE 1016.2 I 1 MAXIMUM EXIT ACCESS TRAVEL DISTANCE USE DISTANCE COMMON PATH B -OCCUPANCY (SPRINKLED) 300 FEET 100 FEET S-2 OCCUPANCY (SPRINKLED) 400 FEET 100 FEET c 0 F-2 OCCUPANCY (SPRINKLED) 400 FEET 100 FEET OCCUPANCY CALCULATIONS 1 OCCUPANT OCCUPANT SPACE / USE OCCUPANCY AREA PER S.F. LOAD ROOM 100 (OFFICE) B 1,031 1/100 11 ROOM 101 (WAREHOUSE) 3-2 5,403 1/500 11 ROOM 102,103, 104 F-2 3,778 11100 38 (MANUFACTURING) ROOM 105 (ICE STORAGE) S-2 2,288 1/500 5 INTERIOR TOTAL 12,500 65 PEOPLE GENERAL NOTES 1. ALL EXIT LIGHTS & EMERGENCY LIGHTS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. G.C. / OWNER SHALL HIRE A LICENSED FIRE SPRINKLER CONTRACTOR TO EXTEND EXISTING FIRE SPRINKLERS DOWN INTO NEW WALK-IN COOLERS / FREEZERS. CODE ANALYSIS F.B.C. 2017 SEC. 1014.2 - EGRESS THROUGH INTERVENING SPACES. -1? ICE STORAGE ROOM IS ACCESSORY TO ICE BAGGER ROOM PER SECTION 1014.2 NORTH KEY PLAN SCALE: NTS 0 ADJACENT TENANT SPACE NO NEW WORK EXIST. FULL HEIGHT TENANT DEMISING WALL. (2 -HOUR FIRE RATED) F H C� C I I I I I I -- A Full Service A & E Firm r TRAVEL DISTANCE - Environmental Landscape Architects MIEIP Planners 7,1C! Surveyors 1 = 188 FEET – - 1 I I D 1 r r r � rr rrrl I !► r rn u 111 cv sn J>dy r o S � W w I 1 ICE BAGGER r c 0 104 1 TEMP: +50 F I X38 I I . OCC J \I \I U Y z 1 IJ 1 c l --I U_ 1 10 OCC. T AV L DISTANO��- +32 =' 07 FEET I J A —1 a s R--9 a a o 0- 09 of e t a 1110 a ' p®® a N. 1 j.rIME WE i- MAKER 1 KPi I 1 I Main Control 1 I I Comp 1 ssi Y 50HP 1 /� I � }rra*wolom®aa®®® alar®ar�aral®®� I ' C, 5 OCC. TRAVEL DISTANCE (EGRESS AISLE) ` 128 FEET I Id1�, ®aaars�dcl� I 1 p 1 /// / / / ,•' % , f I I ICE MACHINE 102 1 TEMP: AMBIENT T I FE Cp FE w u WAREHOUSE I ❑ — 3 101 �� ���� a�e�aa �,���,�L HATCHING DENOTES /' ,�` � ) d `�\ 1 � � N+ �' / ICE STORAGE AREA f �/ Ll- 1 TEMP:N 1 AMBIENTLL f ICE STORAGE , 105 TEMP: I I I 1 I I I 1 I I I 1 1 I F EXISTING LOADING DOCK NO NEW WORK A 25 B 5.0 C 36 LIFE SAFETY PLAN SCALE: 1/8" = 11-O" A 11 B 2.2 C 36 EXIST. OFFICE 100 NO NEW WORK NORTH 3=fon A/C Unit #2 Pad 2 19 A 29 B 5.$ C 36 www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects MIEIP Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland ' a X/0 � rr rrrl I !► r rn u 111 cv sn J>dy r o S � W w a 00 c 0 U Y z 1 IJ 1 c l --I U_ 1 10 OCC. T AV L DISTANO��- +32 =' 07 FEET I J A —1 a s R--9 a a o 0- 09 of e t a 1110 a ' p®® a N. 1 j.rIME WE i- MAKER 1 KPi I 1 I Main Control 1 I I Comp 1 ssi Y 50HP 1 /� I � }rra*wolom®aa®®® alar®ar�aral®®� I ' C, 5 OCC. TRAVEL DISTANCE (EGRESS AISLE) ` 128 FEET I Id1�, ®aaars�dcl� I 1 p 1 /// / / / ,•' % , f I I ICE MACHINE 102 1 TEMP: AMBIENT T I FE Cp FE w u WAREHOUSE I ❑ — 3 101 �� ���� a�e�aa �,���,�L HATCHING DENOTES /' ,�` � ) d `�\ 1 � � N+ �' / ICE STORAGE AREA f �/ Ll- 1 TEMP:N 1 AMBIENTLL f ICE STORAGE , 105 TEMP: I I I 1 I I I 1 I I I 1 1 I F EXISTING LOADING DOCK NO NEW WORK A 25 B 5.0 C 36 LIFE SAFETY PLAN SCALE: 1/8" = 11-O" A 11 B 2.2 C 36 EXIST. OFFICE 100 NO NEW WORK NORTH 3=fon A/C Unit #2 Pad 2 19 A 29 B 5.$ C 36 www.cphcorp.com A Full Service A & E Firm Architects Engineers Environmental Landscape Architects MIEIP Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas a X/0 !► r rn u 111 cv sn J>dy r o S � W w a 00 c 0 as <1 l� -1? 11 z LL 0 LL LL� O > 0 U G 0 0—C6 a) 7 S2 N D U Q W 0 Qno Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FI, 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lie. No. LC0000298 0 I U w Z z n 0 "I w 0 J - SLI > w U z 0 w 0 �I JO "Q C� i Z Z .1.1 Sheet NO. A100 F , I , , , I I , 25'-0" (V.I.F.) 13'-3- (V.I.F G H J K 100'-0",(V.I.F.) 25'-0" (V.I.F.) 25'-0" (V.I.F.) 25'4" (V.I.F.) 1'-1' 11'-0" (V.I.F.) 3'-8" (V.I.F I I a I , --- —Fib I , I 1 , 1 I� , II , I 1 — — —EI — I , I , 1 I tt) N C ro #5 REBAR AT TOP MIN. (1) REQ'D. TYPE DESIGNATION: 1'/•2" o - - CLR. E F = FILLED WITH GROUT / U = UNFILLED u NUMBER OF #5 REBAR AT v GROUT c� BOTTOM OF LINTEL CAVITY u #5 REBAR AT BOTTOM OF <i w:: LINTEL CAVITY 8F8=1 B/1 T cpo 2 NOMINAL HEIGHT 7_5/8" BOTTOM REINFORCING PROVIDED IN NUMBER OF #5 REBAR LINTEL (VARIES) ro NOMINAL WIDTH AT TOP 8" NOMINAL WIDTH , I , , U Q� AST= 4nG LINTEL SCHEDULE U L MARK TYPE ALLOWABLE LOADS (Ibs./ft.) COMMENTS 3 I_1 8F8-1B/1T 1,016 Ib/ft UP TO 4'-0" ROUGH OPENING PRECAST LINTEL, PROVIDE 8" END BEARING EA SIDE 1 DEMOLITION PLAN A101 SCALE: 1/8" = V-0" DEMOLITION KEY NOTES ( ) EXISTING CONCRETE SLAB TO BE REMOVED. EXISTING PARTIAL WALL TO BE REMOVED. REFER TO DETAIL 20/A101. DEMOLITION LEGEND EXISTING WALL TO REMAIN EXISTING PARTIAL WALL AREA ....................... TO BE DEMOLISHED � EXISTING CONCRETE SLAB AREA ay�4 TO BE DEMOLISHED L I , ir 51 N EXISTING WALL DEMOLITION 1/411 /4„ = 1'-0" DEMOLITION NOTES A. THE INTENT OF THE DEMOLITION PLANS IS TO SHOW THE GENERAL NATURE OF THE DEMOLITION SCOPE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VISITING THE JOB SITE AND VERIFYING THE EXISTING CONDITION. THE GENERAL CONTRACTOR SHOULD NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. B. COORDINATE AND VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. THESE ITEMS MAY INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: 1 ) GENERATOR FUEL LINES 2) GENERATOR POWER SUPPLY CONDUITS AND WIRING, 3) GENERATOR SWITCH CONDUITS AND WIRING. C. GENERAL CONTRACTOR IS TO MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE OF THE SCOPE OF WORK BY PROVIDING PLASTIC SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENT DUST MIGRATION. D. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. TAKE CARE NOT TO ENCROACH ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK. PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC, WHICH ARE TO REMAIN. E. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPIED OR USED FACILITIES. COMPLY WITH LOCAL JURISDICTION REQUIREMENTS FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. F. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REQUIREMENTS. G. THE ENGINEER HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. THE CONTRACTOR SHALL IMMEDIATELY ISOLATE THE AFFECTED AREA IF ASBESTOS OR OTHER HAZARDOUS MATERIAL ARE DISCOVERED DURING CONSTRUCTION. NOTIFY OWNER FOR FURTHER INSTRUCTION BEFORE PROCEEDING WITH OTHER WORK. H. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. I. SCHEDULE ALL SERVICE SHUT -DOWNS) WITH THE OWNER. NOTIFY OWNER A MINIMUM TIME OF ONE (1) WEEK AND ADDITIONALLY ONE (1) HOUR PRIOR TO SHUT-DOWN(S). J. REMOVE ALL ABANDONED ANCHOR BOLTS & EMBEDDED ITEMS IN CONCRETE FLOORS THAT PROTRUDE ABOVE THE CONCRETE FLUOR SURFACE. KEY PLAN SCALE: N.T.S. N �- K. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION TO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUST PARTITIONS & ASSOCIATED MATERIALS USED DURING THE DEMOLITION. CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING BUT NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE SCOPE OF WORK. L. ABANDONING ITEMS OR UNUSED UTILITIES IN PLACE IS STRICTLY PROHIBITED, UNLESS SPECIFICALLY PERMITTED BY THE OWNER. M. PATCH /PAINT/ FINISHES: TAPE, PATCH, SAND SMOOTH, AND PAINT ALL EXISTING INTERIOR WALLS WHERE DAMAGED TO UPGRADE TO CLIENT -ACCEPTED CONDITION. ALL ADJACENT EXISTING FINISHES DAMAGED OR AFFECTED BY DEMOLITION OR CONSTRUCTION OF NEW AREAS IN SCOPE OF WORK SHALL BE PATCHED AND REPAIRED TO MEET CLIENT SATISFACTION. N. COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS FOR DEMOLITION. 0. EXISTING STEEL SHALL BE TREATED FOR CORROSION WHERE VISIBLE SIGNS OF CORROSION EXIST. P. THE CONTRACTOR SHALL TAKE CARE WHEN REMOVING EXISTING MASONRY WALLS AND CONCRETE AT LOCATIONS WHERE ROOF JOISTS, BRIDGING AND BRACING PASS THROUGH THE EXISTING MASONRY WALLS AND CONCRETE. THE USE OF SAW CUTTING AND HAND TOOLS MUST BE USED TO PREVENT DAMAGE TO EXISTING ROOF FRAMING. Q. REFER TO ARCH AND PLUMBING PLANS FOR SLAB REMOVAL LOCATIONS. R. REFER TO ARCH DAWINGS FOR WALL REMOVAL AND WALL IN -FILL LOCATIONS, PRECAST LINTEL (1) 95 HORIZONTAL 4 CONT. A101 A101 IN BOTT OF _ TO ALLOW RTICAL STEEL BARS (A706) z_D INTO :TURF (DOWELS) STRUCTURAL WALL REINFORCEMENT 1/411 = 1'-0" WALL OPENINGS DEMOLITION NOTES: 1- PROVIDE (2) #5 REBAR A706 AT EDGES OF OPENINGS W/ NON SHRINK, NON METALLIC MORTAR F'C=5000 PSI 2- PROVIDE 8" MINIMUM BEARING ON BOTH SIDES. 3- EMBED VERTICAL REBARS INTO EXISTING FOOTING OR WALL TO REMAIN (DOWELS) W/ HILT[ HIT RE 500 V3 EPDXY 4" MIN, 4- COORDINATE LOCATION OF MASONRY WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. PRE -CAST LINTEL REF. SCHEDULE (2) 95 REBAR AT EDGES OF OPENINGS W/ NON -SHRINK, NON METALLIC MORTAR F'C=5000 PSI ' 4 ` TYPICAL HEAD DETAIL A101 1 If = 1'-0„ i www.cphcorp.com Service A & EFrm Architects Engineers Environmental Landscape Architects \ / \ / \ / OPEN Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland PR IDE H LEE (D RECA LINTE P - -1 V L 0� v d 8 Lo G)'\° u p ave Nw O %v LL xrJ ) # V RTIC AL LLI m EXI ING S RU( O r- 8" NEW ROUGH OPENING (V.I.F) REF. ARCH DWGS, 8" IN BOTT OF _ TO ALLOW RTICAL STEEL BARS (A706) z_D INTO :TURF (DOWELS) STRUCTURAL WALL REINFORCEMENT 1/411 = 1'-0" WALL OPENINGS DEMOLITION NOTES: 1- PROVIDE (2) #5 REBAR A706 AT EDGES OF OPENINGS W/ NON SHRINK, NON METALLIC MORTAR F'C=5000 PSI 2- PROVIDE 8" MINIMUM BEARING ON BOTH SIDES. 3- EMBED VERTICAL REBARS INTO EXISTING FOOTING OR WALL TO REMAIN (DOWELS) W/ HILT[ HIT RE 500 V3 EPDXY 4" MIN, 4- COORDINATE LOCATION OF MASONRY WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. PRE -CAST LINTEL REF. SCHEDULE (2) 95 REBAR AT EDGES OF OPENINGS W/ NON -SHRINK, NON METALLIC MORTAR F'C=5000 PSI ' 4 ` TYPICAL HEAD DETAIL A101 1 If = 1'-0„ i www.cphcorp.com Service A & EFrm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas (D 0� v d 8 Lo G)'\° u p ave Nw O %v LL xrJ LLI m O m M C] <1 <1 a z Y LL (0 rrLOq LL Lo �' CV -�� o N o t6 v Q n S1 N ° ) Plans Prepared By; CPH, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. L ic. No. AA2600926 Ludscp. Llc. No. LC0000298 U F_ ® Z ~ — ® � ® C) W W () z0 = Z ® z z V V � U) W 11.1 0,6 5_ _� ® z W z Sheet No. NOTE: METAL GRATE SHALL BE PROVIDED BY OTHERS. ALL GRATE LOAD CALCULATIONS FOR WEIGHT OF FORK LIFT, WEIGHT OF LOADS BEING CARRIED, ETC... SHALL BE DETERMINED AND VERIFIED BY THE GRATE MANUFACTURER PRIOR TO PURCHASE AND INSTALL. 10" MIN 10" MIN NEW NEW EXIST. SLA SLAB /�NE*WTRENCH SLAB EXIST. SLAB #3 C 12 O.C. EPDXY EMBEDDED 4" 4" / -� 2'_211 4„ 4" 4" MIN A / k 79 FORK LIFT RATED s w / n METAL GRATE. . l=10H ii-ill-TII-III-iT SEE NOTE ABOVEIlj]--ID= v) -Tff I -i� � •, . a '. I-1-lI1-Il-II- rrr-mem-iii 4� 2'41 .. R11 IIS i w III�III� fill i �• (11 -1(I -Ill -i �, jLi ID III -I i .l jll 8 #5 BARS I—in 111. n . • . ,;1i1—lii = ( ) > �lil I-Tl1-((i= CONT. i I I I��i ;a • T�IT�I ' 1- Tri-Il(.Il irl II I II I1 IIP I #4 BARS lIII12" O.C. I --,M_ I I uy- COMPACTED EARTH Q TYPICAL. TRENCH SECTION SCALE: 1 - V-0" NEW STRUCTURAL SUPPORT. REFER TO STRUCTURAL DRAWINGS BY OTHERS. NEW METAL STUD FRAMING. REFER TO DRAWINGS BY OTHERS. — CEILING PANEL ATTACHMENT TO METAL STUDS PROVIDED BY COOLER/FREEZER MANUF. NEW ROL LA DOOR EXISTING METAL BLDG FRAME WRAP 6" I.M.P. AROUND EXIST. EXISTING 6" DIA. COLUMN \ ) n STEEL COLUMN e c EXISTING 12"x12" STEEL BASE PLATE COLUMN DETAIL SCALE: 3/4" = V-0" 1" 1/4" ANGLE W/ 4" TT Ca). NELSON STUDS 24 0. C. 2 ENLARGED DETAIL SCALE: 3 = V-0" EXISTING METAL BUILDING ROOF PANELS EXISTING METAL BUILDING'Z' PURLINS EXISTING TAPERED METAL BUILDING COLUMN 2 x 2 STEEL ANGLE (INSIDE CORNER) v 2 x 8 STEEL ANGLE IL (OUTSIDE CORNER) EXISTING METAL BUILDING PANELS 6" PRE-MANUF. w INSULATED N METAL PANELS w REFER TO STRUCTURAL EXISTING METAL J DRAWINGS BY OTHERS FOR BUILDING GIRTS U CEILING PANEL SUPPORT. Q 1-- z c� w 2"x6" METAL CHANNEL W/ CONT. CAULKING UNDER CHANNEL. EXISTING C.M.U. z ATTACHED CHANNEL TO SLAB W/ PARTIAL HEIGHT w DRIVE PINS AT 4" O.C. WALL v ATTACHED PANELS TO CHANNEL o W/ #8 TEK SCREWS AT 12" O.C., N BOTH SIDES OF CHANNEL. EXISTING ®®®�� GRADE �I EXIST. CONC. SLAB lam'- NEW GONG. EXISTING CONC. 1 A102 TRENCH SLAB & FOOTING 3 TYPICAL WALL SECTION Q SCALE: 1/4" = V-0" EXISTING METAL A Fu// Service EXISTING METAL Architects BUILDING 'Z' PURLINS — BUILDING ROOF PANELS NEW STEEL PLATE PROVIDED Planners F,;X><\ Surveyors BY CONTRACTOR. COORDINATE Offices in: • Florida • Puerto Rico SIZE, LOCATION, ATTACHMENT • Maryland • Texas REQUIREMENTS, ETC... W/ G -C. 00 CD AND ROLL -UP DOOR MANUF. V O co U �C g d Nco p wd N g 0„ n a Uj ix w a m 3/16"x3"x20"x3" STEEL ANGLE @ NEW STEEL HEADER. T-6" O.C.. (MIN. WELDED TO COORDINATE HEIGHT W/ G.C. EXISTING METAL EXITING STEEL MAIN FRAME AND THRU-BOLTED THRU I.M.P. ROLL -UP DOOR MANUF. BLDG FRAME REFER TO STRUCTURAL W/ 3/16" x 6" BOLT. (MIN. ONE DRAWINGS BY OTHERS. EXISTING 12"x12" STEEL BASE PLATE COLUMN DETAIL SCALE: 3/4" = V-0" 1" 1/4" ANGLE W/ 4" TT Ca). NELSON STUDS 24 0. C. 2 ENLARGED DETAIL SCALE: 3 = V-0" EXISTING METAL BUILDING ROOF PANELS EXISTING METAL BUILDING'Z' PURLINS EXISTING TAPERED METAL BUILDING COLUMN 2 x 2 STEEL ANGLE (INSIDE CORNER) v 2 x 8 STEEL ANGLE IL (OUTSIDE CORNER) EXISTING METAL BUILDING PANELS 6" PRE-MANUF. w INSULATED N METAL PANELS w REFER TO STRUCTURAL EXISTING METAL J DRAWINGS BY OTHERS FOR BUILDING GIRTS U CEILING PANEL SUPPORT. Q 1-- z c� w 2"x6" METAL CHANNEL W/ CONT. CAULKING UNDER CHANNEL. EXISTING C.M.U. z ATTACHED CHANNEL TO SLAB W/ PARTIAL HEIGHT w DRIVE PINS AT 4" O.C. WALL v ATTACHED PANELS TO CHANNEL o W/ #8 TEK SCREWS AT 12" O.C., N BOTH SIDES OF CHANNEL. EXISTING ®®®�� GRADE �I EXIST. CONC. SLAB lam'- NEW GONG. EXISTING CONC. 1 A102 TRENCH SLAB & FOOTING 3 TYPICAL WALL SECTION Q SCALE: 1/4" = V-0" REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR NEW FOOTINGS & COLUMN ATTACHMENT DETAILS. o 4. ROLL -UP DOOR DETAIL v SCALE: 1/2" = V -U" L.IJIV I. %,t,,V! r\nm%_3 —V CHANNEL.ATTACHED _ CHANNEL TO SLAB W/ DRIVE PINS AT 4" O.C. & ATTACHED PANELS TO CHANNEL W/ #8 4" INSULATED METAL TEK SCREWS AT 12" O.C., PANELS (I.M.P.) BOTH SIDES OF CHANNEL. —� EXISTING CONC. SLAB 4 WALL SUPPORT DETAIL SCALE: 1/2 = V-0" (4) CONDENSER UNITS FOR FREEZER CONDENSER UNITS EXISTING CONC. SLAB—___ LAB— EVAPORATORS. FIELD VERIFY LOCATIONS (PROVIDED BY OWNER) if f& T(1 I il' �;i ry11111111'kr'.I>'iu 125'-0" 25'-0" 25'-0" 25'-0" 25'-0" 26'-0- (2) EVAPORATOR COILS SUSPENDED TRENCH DRAIN EXIST. FULL HEIGHT TENANT DEMISING WALL (2 -HOUR FIRE RATED) — I Ifl ADJACENT TENANT SPACE NO NEW WORK s FROM CEILING. (PROVIDED BY PIPE TO EXTERIOR EX. 36"FNI (L { N llOWNER SEE STRUCTURAL OF BLDG. N FRIIsl ! ) o DO41 II ! �l �' 2 iril nl�l� �.1 DRAWINGS BY OTHERS. r LLUJ �J 100 -8" {> Z LL Z' /\ tY �.. � w EQUIPMENT BY � ... ,.... ..,�,,.. �x..,. .,.„...,.�.�r„ .....�,..,. ? _o �:. ::._.... ; EQUIPMENT BY EXIST. COLUMN _._m._.... ..._...--- `� O GRAIN PIPE 1 /C -ICA i �. �_......_.. l...� ,� �1--_:� _ ----- - ..._i_i_ OTHERS - ( ) �/ CONNECTING N - _ �yOTHERS i ur . I TYPICAL..... `a II._... .-.. 1. 2 1.1 I .. , I : r tt.. • _.. _ _ .., ........_....._........_-:--------- _... . _. _..- - ._.._._........ TRENCHES 12' 22 y= _ . L� I I Ir � I .... �- 'F VERIFY I � IC_ BIN ROOM _. ....... ..-_.................__..._.... �_Y -.f,�, ., ,., .-._.._............_...... VERIFY �y � ,.R,� I I �;, r , {- � 103 ..... _,...._..._.__ . ..,.------------------__.__. _..._.. � W/ OWNER -� --p �� �, ,f I r? _ T J r I Tr ., i 1 F' } {, T �`...... r ,..... i,r 6 T k -i — .., _I I '� i .I�i ..la arr oo ) .r F + 1G R .. ......I _ ...... . ..... . ..... T_MP. 32 g ._ _. iV k T_ .- r t w ,. , . 1 � I 1 P r, . k-. ,e �,-vtr`. � � 1 l . ,., ....{I{�_ _ . � t. ...........j`_ ._ _.... i .. � _1- L_ _ _ � �i rr-�3-, �.- .. � ,---r-. i i r r . i�� .. i k .. '1 �3 .r kk �, .-,. ....-.. I � { r t 1 I � • ;. it �r . 5 .. --- .-:---. _ a.( ! _ w �. T gl i� HOUSE u 1�l .1....iC.✓...i...., �1 r� ,r . : l _ } _ J i rr CLC. 20' 0” A. F. 6 I.M.P. CLG. PANELS KEEPING PAD. Il I t . s, __ - -- - ._ .. � � I (24 HIGH) r'-011 DE X 88'-0" I I j - ------ { Ir_i ICE BAGGER z _.. !NI r 1 -- 1 - N EQUIPMENT BY LONG TRENCH IN rN r c _.....__ 104 r' �1._I r`�+r'�ft tr zr� iTn '� / r �t �t OTHERS _ -.. - kk SLAB. SLOPE TO ... ....--....._� I� �i i TEMP: +50 F - -1— - - 42'-0'1 r ----- DRAIN PIPE. > „ i CLG. = +20'-0 A.F.F. n:.:.: (6" I.M.P. CLG. PANELS)II i tY�� , �2'-0" WIDE x 16'-0" - G.C. TO COORDINATE W/ L _ O icEPtvirt' LONG TRENCH IN �r°. COOLER/FREEZER MANUF. �o I I 1 O 1 1ti y c4 1} ,_ „ 1 EVAPORATOR COIL SUSPENDE t SLAB.SLOPE TO �. NEW 3 0 Q, ❑ O K�if� r a FOR STRUCTURAL SUPPORT ( I - NEW 3'-0"' FREEZER �1r r xr :T ,) FREEZER DOOR X cD FROM CEILING. (PROVIDED BY r DRAIN PIPE. ' AND INSTALLATION OF THE U - z DOOR SUPPLIED BY FUTURE `\^ SUPPLIED BY = o _ OWNER) SEE STRUCTURAL o ' o FREEZER MANUF. N P-...-....---_� ICE MAKER FREEZER MANUF. SLIDING DOORS. � ao � PAaincentrct 1 24" TYP, _ G.C. TO COORDINATE W/ 36"x72" HOUSE aSt _ COOLER/FREEZER MANUF. a IB1iP 1 Acq 8'-0" x 9'-0" v' FOR STRUCTURAL SUPPORT KEEPING PAD. 10• ._ N SLIDING DOORAND INSTALLATION OF THE (7" HIGH) I - SLIDING; DOORS. C-1 OII- ICE MACHINE co 01 W I I CJI 6" i y 7,1 31-0" 14' S„ 8, 0., .. 0 C 6" a NEW 3'-0" FREEZER -�XTEMP: AMBIENT L J 1 , -� CLG EXPOSED TO DECK 47 0" - DOOR SUPPLIED BY STRUCTURAL DESIGN FOR IN I FREEZER MANUF. I �P 6 SUPPORT, FRAMING, AND , 5 10 CONNECTIONS OF NEW A102 i- -1 EXIST. COLUMN ROLL -UP DOOR BY OTHERS T I I (TYPICAL) ¢ I I I ( ®NEW DOOR T-0" x 6'-8" (H,M. DOOR & FRAME) WRAP EXIST. COLUMN L -1 a W/ 6" INSULATED T METAL PANELS zo 4„ 22'-10" CD F ICE FREEZER (STORAGE) F I I EXISTING WAREHO SE TEMP: +18 F `o I Iz F-ioll I I CLG. _ +20'-0" A.F.F.I L J I CLG EXPOSEDBTO D I CK (6" I.M.P. CLG. PANELS) T-4" EXISTING �N RESTROOMS — I I F -1 I r I I — (4) EVAPORATOR COILS L J SUSPENDED FROM 8'-0" x Y-011 9 CEILING. (PROVIDED BY `4 SLIDING O - OWNER) SEE STRUCTURAL _ , S 'DO R� 37'-2" 8'-0" 6" I 6" 6" 2,_0„ 1 I 48'-2" G.C. TO COORDINATE W/ COOLER/FREEZER MANUF. FOR STRUCTURAL SUPPORT AND INSTALLATION OF THE SLIDING DOORS. EX. 36'° DOOR EXiST. COLUMN I I I ('TYPICAL) l =� _ - EXISTING 8'x9' EXISTING 8'x9' EXISTING O.H.D. O.H.D. 12'x14'O.H.D. I I I EX. 36" I DOOR _EXISTING LOADING DOCK NO NEW WORK LEGEND D EXISTING WALL TO REMAIN. NEW 6" INSULATED METAL PANELS 20'-0" HIGH. NEW 4" INSULATED METAL PANELS FULL HEIGHT. TOP OF PANEL SLOPES INLINE WITH METAL BUILDING MAIN FRAME. FLOOR PLAN SCALE: 1/8" = V-0" a NEW DOOR o T-0" x 6'-8" (H.M. DOOR & FRAME) REF. SHEET A101 r—' r - 7 .f ID —01 c� r Z- o 1= d �z EXIST. OFFICE w I 100 EX. 36" NO NEW WORK DOOR MTon Pad 2 0 z I F-❑ w EXISTING EXISTING WINDOW WINDOW EX. 36" DOOR NOTE: 1. DESIGN / CONSTRUCTION DOCUMENTS ARE BASED ON AS -BUILT INFORMATION PROVIDE BY THE OWNER. FIELD VERIFY ALL DIMENSIONS SHOWN WITHIN THESE CONSTRUCTION DRAWINGS W/ THE CONTRACTOR / OWNER / EQUIPMENT MANUFACTURER, ETC... PRIOR TO STARTING ANY DEMOLITION AND/OR CONSTRUCTION. VERIFY ALL DIMENSIONS AND CONDITIONS W/ OWNER. 2. ALL MECHANICAL DESIGN OF REFRIGERATION SHALL BE BY OTHERS. 3. ALL STRUCTURAL DESIGN & SUPPORT OF THE WALLS AND CEILINGS FOR THE WALK-IN COOLER/FREEZERS SHALL BE BY OTHERS. 4. ALL STRUCTURAL DESIGN FOR THE SUPPORT AND ATTACHMENT OF THE NEW HORIZONTAL SLIDING DOORS AND THE NEW ROLL -UP DOOR SHALL BE BY OTHERS. NORTH EXISTING METAL A Fu// Service EXISTING METAL Architects BUILDING 'Z' PURLINS — BUILDING ROOF PANELS NEW STEEL PLATE PROVIDED Planners Structural Surveyors BY CONTRACTOR. COORDINATE Offices in: • Florida • Puerto Rico SIZE, LOCATION, ATTACHMENT • Maryland • Texas REQUIREMENTS, ETC... W/ G -C. 00 {c o N�O �`�� AND ROLL -UP DOOR MANUF. V O co U �C g d Nco p wd N g 0„ n a Uj ix w a m 3/16"x3"x20"x3" STEEL ANGLE @ NEW STEEL HEADER. T-6" O.C.. (MIN. WELDED TO COORDINATE HEIGHT W/ G.C. EXISTING METAL EXITING STEEL MAIN FRAME AND THRU-BOLTED THRU I.M.P. ROLL -UP DOOR MANUF. BLDG FRAME REFER TO STRUCTURAL W/ 3/16" x 6" BOLT. (MIN. ONE DRAWINGS BY OTHERS. Q) CONNECTION AT EACH PANEL.) rY 2"x4" METAL CAP ATTACHED TO PANEL W/ NEW STEEL COLUMNS #8 TEK SCREWS AT 12" FOR DOOR SUPPORT, 4`1 II ll 11 O.G., BOTH SIDES OF CAP REFER TO STRUCTURAL 2"x4" METAL CHANNEL W/ <1 1 DRAWIN(;q RY OTHFR � n REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR NEW FOOTINGS & COLUMN ATTACHMENT DETAILS. o 4. ROLL -UP DOOR DETAIL v SCALE: 1/2" = V -U" L.IJIV I. %,t,,V! r\nm%_3 —V CHANNEL.ATTACHED _ CHANNEL TO SLAB W/ DRIVE PINS AT 4" O.C. & ATTACHED PANELS TO CHANNEL W/ #8 4" INSULATED METAL TEK SCREWS AT 12" O.C., PANELS (I.M.P.) BOTH SIDES OF CHANNEL. —� EXISTING CONC. SLAB 4 WALL SUPPORT DETAIL SCALE: 1/2 = V-0" (4) CONDENSER UNITS FOR FREEZER CONDENSER UNITS EXISTING CONC. SLAB—___ LAB— EVAPORATORS. FIELD VERIFY LOCATIONS (PROVIDED BY OWNER) if f& T(1 I il' �;i ry11111111'kr'.I>'iu 125'-0" 25'-0" 25'-0" 25'-0" 25'-0" 26'-0- (2) EVAPORATOR COILS SUSPENDED TRENCH DRAIN EXIST. FULL HEIGHT TENANT DEMISING WALL (2 -HOUR FIRE RATED) — I Ifl ADJACENT TENANT SPACE NO NEW WORK s FROM CEILING. (PROVIDED BY PIPE TO EXTERIOR EX. 36"FNI (L { N llOWNER SEE STRUCTURAL OF BLDG. N FRIIsl ! ) o DO41 II ! �l �' 2 iril nl�l� �.1 DRAWINGS BY OTHERS. r LLUJ �J 100 -8" {> Z LL Z' /\ tY �.. � w EQUIPMENT BY � ... ,.... ..,�,,.. �x..,. .,.„...,.�.�r„ .....�,..,. ? _o �:. ::._.... ; EQUIPMENT BY EXIST. COLUMN _._m._.... ..._...--- `� O GRAIN PIPE 1 /C -ICA i �. �_......_.. l...� ,� �1--_:� _ ----- - ..._i_i_ OTHERS - ( ) �/ CONNECTING N - _ �yOTHERS i ur . I TYPICAL..... `a II._... .-.. 1. 2 1.1 I .. , I : r tt.. • _.. _ _ .., ........_....._........_-:--------- _... . _. _..- - ._.._._........ TRENCHES 12' 22 y= _ . L� I I Ir � I .... �- 'F VERIFY I � IC_ BIN ROOM _. ....... ..-_.................__..._.... �_Y -.f,�, ., ,., .-._.._............_...... VERIFY �y � ,.R,� I I �;, r , {- � 103 ..... _,...._..._.__ . ..,.------------------__.__. _..._.. � W/ OWNER -� --p �� �, ,f I r? _ T J r I Tr ., i 1 F' } {, T �`...... r ,..... i,r 6 T k -i — .., _I I '� i .I�i ..la arr oo ) .r F + 1G R .. ......I _ ...... . ..... . ..... T_MP. 32 g ._ _. iV k T_ .- r t w ,. , . 1 � I 1 P r, . k-. ,e �,-vtr`. � � 1 l . ,., ....{I{�_ _ . � t. ...........j`_ ._ _.... i .. � _1- L_ _ _ � �i rr-�3-, �.- .. � ,---r-. i i r r . i�� .. i k .. '1 �3 .r kk �, .-,. ....-.. I � { r t 1 I � • ;. it �r . 5 .. --- .-:---. _ a.( ! _ w �. T gl i� HOUSE u 1�l .1....iC.✓...i...., �1 r� ,r . : l _ } _ J i rr CLC. 20' 0” A. F. 6 I.M.P. CLG. PANELS KEEPING PAD. Il I t . s, __ - -- - ._ .. � � I (24 HIGH) r'-011 DE X 88'-0" I I j - ------ { Ir_i ICE BAGGER z _.. !NI r 1 -- 1 - N EQUIPMENT BY LONG TRENCH IN rN r c _.....__ 104 r' �1._I r`�+r'�ft tr zr� iTn '� / r �t �t OTHERS _ -.. - kk SLAB. SLOPE TO ... ....--....._� I� �i i TEMP: +50 F - -1— - - 42'-0'1 r ----- DRAIN PIPE. > „ i CLG. = +20'-0 A.F.F. n:.:.: (6" I.M.P. CLG. PANELS)II i tY�� , �2'-0" WIDE x 16'-0" - G.C. TO COORDINATE W/ L _ O icEPtvirt' LONG TRENCH IN �r°. COOLER/FREEZER MANUF. �o I I 1 O 1 1ti y c4 1} ,_ „ 1 EVAPORATOR COIL SUSPENDE t SLAB.SLOPE TO �. NEW 3 0 Q, ❑ O K�if� r a FOR STRUCTURAL SUPPORT ( I - NEW 3'-0"' FREEZER �1r r xr :T ,) FREEZER DOOR X cD FROM CEILING. (PROVIDED BY r DRAIN PIPE. ' AND INSTALLATION OF THE U - z DOOR SUPPLIED BY FUTURE `\^ SUPPLIED BY = o _ OWNER) SEE STRUCTURAL o ' o FREEZER MANUF. N P-...-....---_� ICE MAKER FREEZER MANUF. SLIDING DOORS. � ao � PAaincentrct 1 24" TYP, _ G.C. TO COORDINATE W/ 36"x72" HOUSE aSt _ COOLER/FREEZER MANUF. a IB1iP 1 Acq 8'-0" x 9'-0" v' FOR STRUCTURAL SUPPORT KEEPING PAD. 10• ._ N SLIDING DOORAND INSTALLATION OF THE (7" HIGH) I - SLIDING; DOORS. C-1 OII- ICE MACHINE co 01 W I I CJI 6" i y 7,1 31-0" 14' S„ 8, 0., .. 0 C 6" a NEW 3'-0" FREEZER -�XTEMP: AMBIENT L J 1 , -� CLG EXPOSED TO DECK 47 0" - DOOR SUPPLIED BY STRUCTURAL DESIGN FOR IN I FREEZER MANUF. I �P 6 SUPPORT, FRAMING, AND , 5 10 CONNECTIONS OF NEW A102 i- -1 EXIST. COLUMN ROLL -UP DOOR BY OTHERS T I I (TYPICAL) ¢ I I I ( ®NEW DOOR T-0" x 6'-8" (H,M. DOOR & FRAME) WRAP EXIST. COLUMN L -1 a W/ 6" INSULATED T METAL PANELS zo 4„ 22'-10" CD F ICE FREEZER (STORAGE) F I I EXISTING WAREHO SE TEMP: +18 F `o I Iz F-ioll I I CLG. _ +20'-0" A.F.F.I L J I CLG EXPOSEDBTO D I CK (6" I.M.P. CLG. PANELS) T-4" EXISTING �N RESTROOMS — I I F -1 I r I I — (4) EVAPORATOR COILS L J SUSPENDED FROM 8'-0" x Y-011 9 CEILING. (PROVIDED BY `4 SLIDING O - OWNER) SEE STRUCTURAL _ , S 'DO R� 37'-2" 8'-0" 6" I 6" 6" 2,_0„ 1 I 48'-2" G.C. TO COORDINATE W/ COOLER/FREEZER MANUF. FOR STRUCTURAL SUPPORT AND INSTALLATION OF THE SLIDING DOORS. EX. 36'° DOOR EXiST. COLUMN I I I ('TYPICAL) l =� _ - EXISTING 8'x9' EXISTING 8'x9' EXISTING O.H.D. O.H.D. 12'x14'O.H.D. I I I EX. 36" I DOOR _EXISTING LOADING DOCK NO NEW WORK LEGEND D EXISTING WALL TO REMAIN. NEW 6" INSULATED METAL PANELS 20'-0" HIGH. NEW 4" INSULATED METAL PANELS FULL HEIGHT. TOP OF PANEL SLOPES INLINE WITH METAL BUILDING MAIN FRAME. FLOOR PLAN SCALE: 1/8" = V-0" a NEW DOOR o T-0" x 6'-8" (H.M. DOOR & FRAME) REF. SHEET A101 r—' r - 7 .f ID —01 c� r Z- o 1= d �z EXIST. OFFICE w I 100 EX. 36" NO NEW WORK DOOR MTon Pad 2 0 z I F-❑ w EXISTING EXISTING WINDOW WINDOW EX. 36" DOOR NOTE: 1. DESIGN / CONSTRUCTION DOCUMENTS ARE BASED ON AS -BUILT INFORMATION PROVIDE BY THE OWNER. FIELD VERIFY ALL DIMENSIONS SHOWN WITHIN THESE CONSTRUCTION DRAWINGS W/ THE CONTRACTOR / OWNER / EQUIPMENT MANUFACTURER, ETC... PRIOR TO STARTING ANY DEMOLITION AND/OR CONSTRUCTION. VERIFY ALL DIMENSIONS AND CONDITIONS W/ OWNER. 2. ALL MECHANICAL DESIGN OF REFRIGERATION SHALL BE BY OTHERS. 3. ALL STRUCTURAL DESIGN & SUPPORT OF THE WALLS AND CEILINGS FOR THE WALK-IN COOLER/FREEZERS SHALL BE BY OTHERS. 4. ALL STRUCTURAL DESIGN FOR THE SUPPORT AND ATTACHMENT OF THE NEW HORIZONTAL SLIDING DOORS AND THE NEW ROLL -UP DOOR SHALL BE BY OTHERS. NORTH www,cphcolrp,com A Fu// Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas r 00 {c o N�O �`�� N V O co U �C g d Nco p wd N g 0„ n a Uj ix w a m i✓ 0 Q) rY 4`1 II ll 11 �1 I r I 1 <1 1 r` LL (D U_ U_ o 0) in U w d fiWo N Z o� O Plans Prepared By; CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No, 3215 Survey L .B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 0 �.- U w z LL C., (.� Q z ��0 w ( �L z 0 w 0 P 0) LJL w Z LL. 0 ® Cal z z Sheet No. GENERAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING THAT ITEM. 2. ALL WORK SHALL COMPLY WITH LOCAL AND NATIONAL CODES AND STANDARDS. 3. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 4. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE -COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 5. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 6. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. B. THE EXCLUSIVELY -DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 5, WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS, THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION OF THE ASSEMBLY. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH APPROVED AND LISTED MATERIALSIMETHODS TO MAINTAIN RATING. E. PROVIDE A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF THE'NALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. W E co N G ro v 0 w w co I 0 L U N O Sf O H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 118 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 6. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 7. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED DOWN. 8. SURGE PROTECTION SHALL BE PROVIDED ON ALL CABLES ENTERING/ EXITING BUILDINGS THAT CONNECT TO ELECTRICAL EQUIPMENT. 9. ALL SITE EXCAVATION OR TRENCHING SHALL BE DONE BY HAND. ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH PER NEC 300.5. 10. PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS WITH LABELING TAGS AT EACH END. 11. ALL NEW PANELS SHALL BE BONDED TO THE BUILDING'S GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC ARTICLE 250-58. 12. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY RUST, INCLUDING BUT NOT LIMITED TO ANGLE FRAMING, EQUIPMENT SUPPORTS, MOUNTING HARDWARE, ETC. 13. NO SPLICES SHALL BE PERMITTED IN UNDERGROUND/FLUSH IN -GRADE PULL BOXES WITHOUT PRIOR WRITTEN APPROVAL BY OWNER 14. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 15. ALL RACEWAYS SHALL HAVE A GREEN GROUNDING CONDUCTOR. 16. EC SHALL FURNISH AND INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE BUILDING EXPANSION JOINTS ARE USED. 17. ALL EXISTING ELECTRICAL PANELS WORKED ON AS A PART OF THIS PROJECT SHALL BE CLEANED OF HANDWRITTEN LABELING. 18. ALL ELECTRICAL PANELS A PART OF THIS PROJECT SHALL BE PROVIDED WITH NEW TYPE WRITTEN DIRECTORIES. 19. UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARD A COMPLETE SET OF AS -BUILT PLANS TO THE ENGINEER WITH ALL CHANGES MARKED IN RED. THE AS-BUILTS SHALL CONTAIN ACCURATELY DIMENSIONED LOCATIONS FOR EQUIPMENT. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS SYMBOL DESCRIPTION LEJ NON-FUSED DISCONNECT SWITCH; AR/NF/POLES/NEMA 60/NF/3/3R AR = AMPS RATING OF THE SWITCH E002 NF = NOT FUSED MARK POLES = # OF POLES MARK NEMA = NEMA TYPE OF SWITCH qZ COMBINATION MAGNETIC MOTOR STARTER; AR/NS/POLESINEMA 6012/313R AR = AMPS RATING OF THE SWITCH ABV NS = NEMA STARTER SIZE DPST POLES = # OF POLES kW NEMA = NEMA TYPE OF SWITCH SC PANELBOARD; UNDER 250 VOLTS, SURFACE MOUNTED AFF TRANSFORMER I I-- GROUND OR GROUND ROD AS NOTED kVA BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. SP CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS ATL REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). E.C. BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, UNDERGROUND, OR _ UNDER FLOOR. CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND SPST CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). AC CIRCUIT HOMERUN. CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND ETR GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE LTG NOTED). ] CONDUIT STUB OUT; CAP AS SHOWN A CONDUIT CONTINUED — — — — — EXISTING TO BE REMOVED -- EXISTING TO REMAIN I EXISTING AFFECTED BY THIS PROJECT — — -- --- — FUTURE EWH NEW SHEET -11 111��' Ell 11101j''ll!"11 1 DESCRIPTION E001 SYMBOL LEGEND, GENERAL NOTES, ABBREVIATIONS, AND � ABBREVIATIONS E002 SPECIFICATIONS MARK DESCRIPTION MARK DESCRIPTION MARK DESCRIPTION MARK DESCRIPTION ABV ABOVE DPST DOUBLE POLE SINGLE THROW kW KILOWATT SC SHORT CIRCUIT AFF ABOVE FINISHED FLOOR ELEC ELECTRIC kVA KILOVOLT -AMPERE SP SINGLE POLE ATL ACROSS THE LINE E.C. ELECTRICAL CONTRACTOR KO KNOCKOUT SPST SINGLE POLE SINGLE THROW AC ALTERNATING CURRENT ETR EXISTING TO REMAIN LTG LIGHTING SPDT SINGLE POLE DOUBLE THROW A AMPERE EWC ELECTRIC WATER COOLER LS LOUDSPEAKER SPKR SPEAKER AMP AMPERE EWH ELECTRIC WATER HEATER LV LOW VOLTAGE SPEC SPECIFICATION AIC AMPERES INTERRUPTING CAPACITY EM EMERGENCY MH MANHOLE SS STAINLESS STEEL AL ALUMINUM EQ EQUIPMENT MFR MANUFACTURER STA STATION ATS AUTOMATIC TRANSFER SWITCH EUH ELECTRIC UNIT HEATER M.C. MECHANICAL CONTRACTOR SW SWITCH BAL BALLAST EX EXISTING MTR MOTOR SWBD SWITCHBOARD BR BRANCH EP EXPLOSION PROOF MCP MOTOR CIRCUIT PROTECTOR SWGR SWITCHGEAR BKR BREAKER FPB FAN POWERED BOX MCC MOTOR CONTROL CENTER SYS SYSTEM BGB BUILDING GROUND BOX FA FIRE ALARM MTD MOUNTED TC TERMINAL CABINET CAB CABINET FAAP FIRE ALARM ANNUNCIATOR PANEL NEC NATIONAL ELECTRICAL CODE TEL TELEPHONE CAN CABLE TELEVISION FACP FIRE ALARM CONTROL PANEL NL NIGHTLIGHT (UNSWITCHED CKT.) TTC TELEPHONE TERMINAL CABINET CLG CEILING FDC FIRE DEPARTMENT CONNECTION NG NORMALLY CLOSED TV TELEVISION C.B. CIRCUIT BREAKER FB FLOOR BOX NO NORMALLY OPENED TYP TYPICAL CKT CIRCUIT FLUOR FLUORESCENT NIC NOT IN CONTRACT XFMR TRANSFORMER CCN CLOSED CIRCUIT TELEVISION FVNR FULL VOLTAGE NON -REVERSING NTS NOT TO SCALE TL TWISTLOCK COAX COAXIAL F FUSE OCPD OVERCURRENT PROTECTION DEVICE UL UNDERWRITER'S LABORATORIES C.U. COEFFICIENT OF UTILIZATION FLIT FUTURE PNL PANEL UH UNIT HEATER C CONDUIT GEN GENERATOR PH PHASE UNO UNLESS NOTED OTHERWISE CONT CONTINUOUS GRD GROUND PT POTENTIAL TRANSFORMER VP VAPORPROOF CP CONTROL PANEL GFI GROUND FAULT INTERRUPTER PWR POWER VT VAPORTIGHT Cu COPPER HD HAND DRYER PRI PRIMARY V VOLT CUH CABINET UNIT HEATER HV HIGH VOLTAGE PA PUBLIC ADDRESS VA VOLT-AMPERE CT CURRENT TRANSFORMER HP HORSEPOWER PB PULLBOX WT WATERTIGHT Hz HERTZ (CYCLES/SECOND) INC INCANDESCENT RT RAINTIGHT W WATT DED DEDICATED CIRCUIT IC INTERRUPTING CAPACITY RECEP RECEPTACLE WP WEATHERPROOF DC DIRECT CURRENT IMC INTERMEDIATE GRADE CONDUIT RC REMOTE CONTROL XR EXISTING TO BE REMOVED DS DISCONNECT SWITCH IT INFORMATION TECHNOLOGY RELO RELOCATED XRL EXISTING TO BE RELOCATED DPDT DOUBLE POLE DOUBLE THROW JB JUNCTION BOX SEC SECONDARY SHEET -11 111��' Ell 11101j''ll!"11 1 DESCRIPTION E001 SYMBOL LEGEND, GENERAL NOTES, ABBREVIATIONS, AND � DRAWING INDEX E002 SPECIFICATIONS ED101 ELECTRICAL DEMOLITION PLAN E201 LIGHTING PLAN E202 POWER PLAN E301 ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULES www.cphcorp.com A Fu// Service A & E Firm Architects Engineers Environmental Landscape Architects MIE/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut •ryland • Txas '"fill 11VI-1 � a w F- Z_ O 0 O Z z i w Q IJP z® ( w�Uja O LL z z 0w O � a LL z 0 V /Z r w ® LU _j Z dO LL Q V F- .j ca L� < (.5 W z v z a a Q Q Qa Z CL. [L r` � a Q � w � •� �L U 0N i z °° r' o (jf p () U CL Q cn ❑ gi N p Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LCO000298 x a w F- Z_ O 0 O Z z i w Q IJP z® ( w�Uja O LL z z 0w O � a LL z V /Z r w ® LU _j Z dO LL Q V F- I— ca L� < (.5 W z z Sheet No. 0 SECTION 16000 - ELECTRICAL GENERAL CONDITIONS 1.01 GENERAL REQUIREMENTS A. THIS PORTION OF THE WORK IS PART OF TOTAL PROJECT AND ALL PROVISIONS OF THE PROJECT GENERAL REQUIREMENTS, CONDITIONS OF THE CONTRACT, SUPPLEMENTARY CONDITIONS AND ALL OTHER CONTRACT DOCUMENTS SHALL, ALSO APPLY TO THIS SECTION OF THE PROJECT. ALL THE PLANS AND SPECIFICATIONS ARE TO BE A PART OF THE TOTAL PROJECT AND ALL CONTRACTORS ARE HEREBY DIRECTED TO THESE PLANS AND SPECIFICATIONS FOR THE TOTAL SCOPE OF THE WORK. ANY DISCREPANCY OR DIFFERENCES BETWEEN ANY OF THESE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR INTERPRETATION. B. THE ELECTRICAL DRAWINGS SHOW THE SCOPE AND THE GENERAL ARRANGEMENT OF ALL ELECTRICAL, EQUIPMENT, AND WIRING DEVICES AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION, SITE CONDITIONS, AND AS THE WORK OF OTHER TRADES PERMITS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY, AND ARE NOT INTENDED TO INCLUDE ALL THE DETAILS OR DIMENSIONS SHOWN ON THE ARCHITECTURAL, STRUCTURAL, OR MECHANICAL DRAWINGS, AND CONVERSELY THE SAME; HOWEVER, EACH DRAWING IS INTENDED TO SUPPLEMENT THE OTHERS, AND THE INTERPRETATION OF THE DRAWINGS SHALL BE SUCH THAT THE ARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL DETAILS ARE INCLUDED ON ALL THE VARIOUS DRAWINGS. FIGURED DIMENSIONS, WHERE SHOWN, SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. WHEN NO FIGURES OR DIMENSIONS ARE NOTED, THE DRAWINGS SHALL BE ACCURATELY FOLLOWED, IN THE EVENT CERTAIN DETAILS AND ITEMS NECESSARY FOR THE COMPLETE BUILDING AND TO OBTAIN THE DESIRED RESULTS ARE OMITTED FROM THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL REQUEST INSTRUCTIONS AND INSTALL SAME. THE ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS SHOWN ON ALL OF THE DRAWINGS. GENERAL AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL INVESTIGATE THE STRUCTURAL AND FINISH CONDITIONS AFFECTING THE WORK AND SHALL ARRANGE HIS WORK ACCORDINGLY. C. IN THE EVENT CERTAIN DISCREPANCIES ARE DISCOVERED BETWEEN PLANS AND SPECIFICATIONS AFTER BIDDING HAS TAKEN PLACE, THE INTERPRETATION OF THE INTENDED FUNCTION WILL BE BY THE OWNER. THE CONTRACTOR SHALL BEAR THE COST OF FURNISHING AND INSTALLING THE REQUIRED MATERIAL SO AS TO PROVIDE A COMPLETE AND WORKING SYSTEM. 1.02 SUBSTITUTION CLAUSE A. EACH ITEM SPECIFIED HEREIN SHALL REQUIRE PRIOR APPROVAL OF THE ARCHITECT FOR ANY SUBSTITUTIONS. IF ANY CONTRACTOR WISHES TO BID ON ANY EQUIPMENT OTHER THAN THE MANUFACTURERS LISTED, HE SHALL REQUEST IN WRITING APPROVAL OF SAID EQUIPMENT AT LEAST SEVEN (7) CALENDAR DAYS PRIOR TO BID DATE OR AS SET FORTH IN THE ARCHITECTURAL SPECIFICATIONS. (ARCHITECTURAL SPECIFICATIONS TAKE PRECEDENCE). ALL ITEMS SUBMITTED FOR PRIOR APPROVAL SHALL BE BOUND IN A BINDER, 1.03 SCOPE A. ALL LABOR, MATERIAL, SERVICES AND SKILLED SUPERVISION NECESSARY FOR CONSTRUCTION, ERECTION, INSTALLATION, AND CONNECTION OF ALL CIRCUITS AND ELECTRICAL EQUIPMENT SPECIFIED HEREIN OR SHOWN ON DRAWINGS, IN FIRST CLASS MANNER. DELIVER TO OWNER UPON COMPLETION READY FOR USE IN ALL RESPECTS, THE FOLLOWING COMPLETE ELECTRICAL SYSTEM: 1. COMPLETE SECONDARY SERVICES AND BRANCH CIRCUIT WIRING 2. COMPLETE EQUIPMENT WIRING 3. ALL LIGHTING FIXTURES COMPLETE WITH LAMPS AS SPECIFIED HEREIN 4. TELEPHONE CONDUIT SYSTEM & PULL STRING 5. FIRE ALARM AND WIRING OF DEVICES INDICATED 6. ALL CONTROL WIRING FOR TEMPERATURE CONTROLS 7. ALL TEMPORARY WIRING FOR LIGHTS AND POWER DURING CONSTRUCTION 8. AUTOMATION WIRING FOR ALL EQUIPMENT SPECIFIED UNDER MECHANICAL SECTION 9. ALL EMPTY RACEWAYS AS SHOWN ON PLANS WITH PULL STRING 10. PUBLIC ADDRESS OR MUSIC SYSTEMS 11. RELOCATION OF ANY EXISTING ELECTRICAL EQUIPMENT AS REQUIRED B. FAILURE TO MENTION ANY SPECIFIC ITEMS NECESSARY FOR A COMPLETE SYSTEM SHALL NOT EXCUSE THE CONTRACTOR FROM FURNISHING AND INSTALLING SAME. 1.04 CODES AND STANDARDS A. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS, LATEST EDITION OF THE NEC, AND UTILITY COMPANY REGULATIONS. IN NO CASE WILL WORK OR MATERIALS INFERIOR TO THESE SPECIFICATIONS BE ACCEPTED EVEN IF PERMITTED BY CODE. B. IN CASES OF DIFFERENCE BETWEEN BUILDING CODES, SPECIFICATIONS, STATE LAWS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITY COMPANY REGULATIONS AND THE CONTRACT DOCUMENTS, THE MOST STRINGENT WILL GOVERN. 1.05 COORDINATION A. THE ELECTRICAL WORK SHALL BE COORDINATED WITH THE REQUIREMENTS OF THESE SPECIFICATIONS, AND ALSO WITH THE REQUIREMENTS OF THE OTHER DIVISIONS AND WITH ALL OF THE DRAWINGS FOR THE ENTIRE PROJECT. THE ELECTRICAL WORK SHALL BE ACCOMPLISHED ON SUCH A SCHEDULE AND IN SUCH A MANNER AS NOT TO DELAY NOR INTERFERE WITH OTHER CONSTRUCTION WORK. B. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE OWNER ANY DELAY OR DIFFICULTIES ENCOUNTERED IN THE INSTALLATION OF HIS WORK WHICH MIGHT PREVENT PROMPT AND PROPER INSTALLATION OF HIS WORK OR MAKE IT UNSUITABLE TO CONNECT OR RECEIVE THE WORK OF OTHERS. HIS FAILURE TO SO REPORT SHALL CONSTITUTE AN ACCEPTANCE OF THE WORK OF THE CONTRACTOR AS BEING FIT AND PROPER FOR THE RECEPTION OF HIS WORK. C. THE CONTRACTOR SHALL CAREFULLY LAY OUT HIS WORK ON THE PREMISES AND MAKE PROPER PROVISION FOR THE OTHER WORK. OFFSETS SHALL BE MADE WHEREVER IT IS NECESSARY TO CLEAR FINISH ROOMS, STRUCTURAL MEMBERS, OR OTHER OBSTRUCTIONS. THE CONTRACTOR SHALL CAREFULLY PLAN HIS WORK SO AS TO MINIMIZE THE NUMBER OF OFFSETS REQUIRED. D. THE CONTRACTOR SHALL ALSO CAREFULLY COORDINATE THE LOCATION OF ALL EQUIPMENT CONDUIT RUNS, FLOOR AND WALL PENETRATIONS, ETC., WITH THE INSTALLATION OF WORK IN DIVISION 15000 AND OTHER SECTIONS OF THESE SPECIFICATIONS. ANY WORK INSTALLED BY THE CONTRACTOR WITHOUT CONSIDERING EQUIPMENT, DUCTWORK, PIPING, ETC., OF OTHER TRADES, SHALL BE CHANGED OR RELOCATED AS REQUIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THIS INCLUDES ALL ELECTRICAL DEVICES, SWITCHES, RECEPTACLES, PHONE/COMMUNICATION OUTLETS, ETC. THAT ARE MOUNTED IN WALLS ABOVE OR AROUND CABINETS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FINAL LOCATION AND MOUNTING HEIGHTS WITH ARCHITECTURAL CASEWORK/INTERIOR ELEVATIONS/DETAILS. WHERE APPLICABLE, THE CONTRACTOR SHALL ALSO VERIFY WITH THE OWNER OR OWNER'S REPRESENTATIVE FOR ANY SPECIFIC CONDITIONS OR REQUIREMENTS FOR ELECTRICAL DEVICES MENTIONED ABOVE. E. ALL ELECTRICAL SERVICE AND TELEPHONE SERVICE REQUIREMENTS SHALL BE COORDINATED BY THE CONTRACTOR AS SHOWN ON PLANS AND CONFIRMED WITH THE UTILITY COMPANY BY THE CONTRACTOR TO ENSURE THAT UTILITIES ARE ACCEPTED BY THE UTILITY COMPANY IT CONCERNS. 1.06 INSTALLATION AND ARRANGEMENT A. THE CONTRACTOR SHALL ARRANGE CONDUITS, RACEWAYS AND ELECTRICAL EQUIPMENT TO PERMIT READY ACCESS TO COMPONENTS AND TO CLEAR THE OPENING TO SWINGING AND OVERHEAD DOORS AND OF ACCESS PANELS. THIS ALSO INCLUDES THE INSTALLATION OF ALL SERVICE DISCONNECTS AT MECHANICAL EQUIPMENT. THE CONTRACTOR SHALL MOUNT SERVICE DISCONNECTS ON AN ADJACENT WALL OR NON -REMOVABLE PANELS TO ALLOW REMOVABLE PANELS TO BE REMOVED FOR FUTURE SERVICING OF EQUIPMENT. 1.07 TEMPORARY LIGHT AND POWER A. THE CONTRACTOR SHALL PROVIDE TEMPORARY FEEDERS OF SUFFICIENT CAPACITY FROM LOCAL BUILDING SERVICES OR FROM THE LOCAL UTILITY COMPANY AS APPLICABLE TO TAKE CARE OF THE ELECTRIC REQUIREMENTS FOR THE BUILDING DURING CONSTRUCTION. BASE TEMPORARY LIGHTS ON 200 WATT LAMPS PER 1,000 SQUARE FEET FLOOR SPACE. MOTORS UP TO 112 HP,120 VOLT ONLY PROVIDED FOR. INSTALL SUFFICIENT WIRING AND OUTLETS TO INSURE PROPER LIGHTING CORRIDORS. NECESSARY TRANSFORMERS, METERS, CABLES, PROTECTIVE DEVICES, SWITCHES, ETC. PROVIDED AS REQUIRED. PROVIDE SUFFICIENT NUMBER OF OUTLETS SO THAT EXTENSION CORDS OF NOT OVER 50 FT. WILL REACH ALL WORK REQUIRING LIGHT AND POWER. CONTRACTORS OF OTHER TRADES TO FURNISH THEIR OWN EXTENSION CORDS AND LAMPS AND SHALL PAY FOR THE COST OF WIRING OF CONSTRUCTION OFFICES USED BY THEM. GENERAL CONTRACTOR TO PAY FOR THE COST OF ENERGY CONSUMED BY ALL TRADES, INCLUDING THE COST OF LAMP REPLACEMENT. ANY TEMPORARY WIRING OF SPECIAL NATURE FOR LIGHT SHALL BE PAID FOR BY THE CONTRACTOR USING SAME. TEMPORARY CONNECTIONS SHALL BE SAFE AND IN ACCORDANCE WITH NEC AND OSHA. 1.08 RECORD DRAWINGS ("AS-BUILTS") A. RECORD DRAWINGS - THE CONTRACTOR SHALL FURNISH TO THE OWNER AND ARCHITECT RECORD DRAWINGS SHOWING CONDUIT SYSTEMS WHERE APPLICABLE. CONDUIT SIZES, REROUTING, ETC., FOR UNDER FLOOR CONDUITS SHALL BE SHOWN. ALSO PROVIDE A REPRODUCIBLE TRACING OF THE SITE PLAN SHOWING POWER, TELEPHONE, CABLE, TV, SITE LIGHTING, ETC. IN ADDITION TO THESE DRAWINGS, A COMPLETE SET OF DRAWINGS FOR FIRE ALARM AND COMMUNICATION SYSTEM. B. TYPEWRITTEN OR NEATLY HAND WRITTEN PANEL SCHEDULES SHALL BE PROVIDED FOR PANELBOARDS INDICATING THE LOADS SERVED AND THE CORRECT BRANCH CIRCUIT NUMBER, AS INSTALLED. ALSO LEAVE LEGIBLE CIRCUIT CARD IN POCKET OF BREAKER PANEL DOOR. 1.09 EQUIPMENT AND MATERIALS A. ALL MATERIALS SHALL BE NEW AND SHALL BEAR THE MANUFACTURER'S NAME, TRADE NAME AND THE UL LABEL IN EVERY CASE WHERE A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR MATERIAL. THE EQUIPMENT TO BE FURNISHED UNDER EACH SECTION OF THE SPECIFICATIONS SHALL BE ESSENTIALLY THE STANDARD PRODUCT OF A UNITED STATES OF AMERICA MANUFACTURER REGULARLY ENGAGED IN THE PRODUCTION OF THE REQUIRED TYPE OF EQUIPMENT AND SHALL BE THE MANUFACTURER'S LATEST AND APPROVED DESIGN. B. DELIVERY AND STORAGE: EQUIPMENT AND MATERIALS SHALL BE DELIVERED TO THE SITE AND STORED IN ORIGINAL CONTAINERS, SUITABLY SHELTERED FROM THE ELEMENTS, BUT READILY ACCESSIBLE FOR INSPECTION UNTIL INSTALLED. ALL ITEMS SUBJECT TO MOISTURE DAMAGE SHALL BE STORED IN DRY, HEATED SPACES. C. EQUIPMENT AND MATERIALS OF THE SAME GENERAL TYPE SHALL BE OF THE SAME MAKE THROUGH THE WORK TO PROVIDE UNIFORM APPEARANCE, OPERATION AND MAINTENANCE. D. PROTECTION OF WORK: THE CONTRACTOR SHALL TAKE PRECAUTIONS AT ALL TIMES TO PROPERLY PROTECT THE ELECTRICAL EQUIPMENT FROM DAMAGE. UNINSTALLED EQUIPMENT SHALL REMAIN CRATED AND COVERED WITH CANVAS OR HEAVY PLASTIC TARPAULINS UNTIL INSTALLED. EQUIPMENT THAT IS BEING INSTALLED, OR HAS BEEN INSTALLED, SHALL BE PROTECTED AGAINST DIRT, WATER, CONSTRUCTION DEBRIS, WEATHER, THEFT, AND CHEMICAL OR MECHANICAL DAMAGE. ALL DAMAGED EQUIPMENT SHALL BE REPAIRED AND/OR REPLACED. AT THE COMPLETION OF THE WORK, ALL FIXTURES, EQUIPMENT, AND MATERIALS SHALL BE THOROUGHLY CLEANED AND POLISHED. THE CONTRACTOR SHALL REPAIR AND CORRECT, AT HIS OWN EXPENSE, ALL DAMAGES AND DEFECTS WHICH DEVELOP BEFORE THE WORK IS ACCEPTED BY THE OWNER. E. SAFETY WARNING SIGNS SHALL BE FURNISHED AND INSTALLED AT ALL ELECTRICAL EQUIPMENT AND SWITCHGEAR. F. DIMENSIONS: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED FIT THE SPACE AVAILABLE. HE SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS, AND SHALL FURNISH AND INSTALL SIZES AND SHAPES OF EQUIPMENT SO THAT THE FINAL INSTALLATION SHALL SUIT THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. G. MANUFACTURER'S DIRECTIONS SHALL BE FOLLOWED COMPLETELY IN DELIVERY, STORAGE, PROTECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL PROMPTLY GIVE NOTICE IN WRITING OF ANY CONFLICT BETWEEN ANY REQUIREMENT OF THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S DIRECTIONS AND SHALL OBTAIN THE WRITTEN INSTRUCTION BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PERFORM ANY WORK THAT DOES NOT COMPLY WITH THE MANUFACTURER'S DIRECTIONS OR SUCH WRITTEN INSTRUCTIONS, HE SHALL BEAR ALL COSTS ARISING IN CORRECTING THE DEFICIENCIES. 1.10 EQUIPMENT ACCESSORIES A. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, ACCESSORIES, CONNECTIONS, AND INCIDENTAL ITEMS NECESSARY TO FULLY COMPLETE THE WORK, READ`( FOR USE, OCCUPANCY AND OPERATION BY THE OWNER. B. WHERE EQUIPMENT REQUIRING DIFFERENT ARRANGEMENT OF CONNECTIONS FROM THOSE SHOWN OR APPROVED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE EQUIPMENT TO OPERATE PROPERLY AND IN HARMONY WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.THE IE CONTRACTOR SHALL MAKE ALL INCIDENTAL CHANGES IN HEATERS, PANELBOARD, CONDUIT, wiRING, ETC. HE SHALL PROVIDE ANY ADDITIONAL MOTORS, CONTROLLERS, AND OTHER ADDITIONAL EQUIPMENT REQUIRED FOR THE PROPER OPERATION OF THE SYSTEM RESULTING FROM THE SELECTION OF EQUIPMENT, INCLUDING ALL REQUIRED CHANGE IN AFFECTED TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION OF ROUGHING -IN AND CONNECTIONS. SUCH CHANGES SHALL BE MADE AT NO INCREASE IN THE CONTRACT AMOUNT OR ADDITIONAL COST TO THE OTHER TRADES. C. ANCHORS, BOLTS, AND SCREWS: SECURELY FASTEN CONDUIT STRAPS, CUTOUT SWITCHES, ETC., TO WALLS, SLABS, ETC., WITH CADMIUM PLATED SCREWS AND ACKERMAN-JOHNSON LEAD CINCA ANCHORS, EXPANSION BOLTS OR APPROVED EQUAL ANCHORS, FITTED IN HOLES DRILLED WITH STAR DRILL, AND FOR MORE SEVERE SERVICES, USE LEAD CINCH ANCHOR BOLTS OR APPROVED MANUFACTURER. FOR EXPOSED WORK, USE CADMIUM PLATED BOLTS. WOOD PLUGS WILL NOT BE ACCEPTED. 1.11 ELECTRICAL WORKMANSHIP A. WHEREVER EQUIPMENT REQUIRING ELECTRICAL CONNECTION IS SPECIFIED, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM WITH THE REQUIREMENTS OF THE ELECTRICAL SECTION OF THE SPECIFICATIONS. ALL DISCONNECT SWITCHES, STARTERS, PUSH BUTTON STATIONS, AND HAND-OFF AUTO SWITCHES SHALL BE FURNISHED, INSTALLED AND WIRED BY THE CONTRACTOR EXCEP?WHERE LISTED SPECIFICALLY TO BE FURNISHED WITH THE ITEM OF EQUIPMENT IT CONTROLS, IN WHICH CASE THE CONTRACTOR SHALL MOUNT AND WIRE COMPLETELY. ADDITIONAL DISCONNECTS REQUIRED BY THE ELECTRICAL CODE SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. B. COORDINATION: THE CONTRACTOR SHALL CHECK THE MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS TO ASSURE THE PROPER LOCATION AND ELECTRICAL SERVICE CHARACTERISTICS TO THE INDIVIDUAL OUTLETS SERVING MECHANICAL AND ELECTRICAL EQUIPMENT AND SHALL REQUEST APPROVAL OF ANY REQUIRED MODIFICATION TO SUIT THE ACTUAL EQUIPMENT TO BE FURNISHED. C. IDENTIFICATION FOR ELECTRICAL EQUIPMENT AND CIRCUITS SHALL BE PROVIDED AND FURNISHED UNDER THIS SECTION, USING ITEM NUMBERS AND NOMENCLATURE AS SHOWN ON THE ELECTRICAL DRAWINGS, OR AS INSTRUCTED BY THE ARCHITECT. 1. ALL SWITCHGEAR, DISTRIBUTION PANELBOARDS, TRANSFORMERS, PANELBOARDS, DISCONNECTS, ASSOCIATED MOTOR STARTERS, CONTACTORS, AND TIME CLOCKS FURNISHED BY THE CONTRACTOR SHALL BE IDENTIFIED, BY NAMEPLATES INDICATING DESIGNATED LEGEND, VOLTAGE AND PHASE AND SHALL BE SECURELY FASTENED TO THE EQUIPMENT. 1.12 SYSTEM OPERATING TESTS A. NECESSARY TESTS AND ADJUSTMENTS: ALL NECESSARY TESTS AND ADJUSTMENTS FOR THE PROPER OPERATION OF THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY THE CONTRACTOR WITH INSTRUMENTS FURNISHED BY HIM FOR THIS PURPOSE. THE TEST RESULTS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR REVIEW AND APPROVAL. 1.13 INSTRUCTIONS TO OWNER A. THE CONTRACTOR SHALL INSTRUCT THE OPERATING PERSONNEL OF THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF ALL ELEMENTS OF THE ELECTRICAL SYSTEMS. 1.14 OPERATING AND MAINTENANCE MANUALS A. SPARE PARTS LISTS, OPERATING INSTRUCTIONS, MANUFACTURER'S RECOMMENDED PREVENTATIVE MAINTENANCE INSTRUCTIONS AND SPECIFICATIONS SHEETS FOR EACH ITEM OF THE ELECTRICAL EQUIPMENT SHALL BE SUBMITTED, IN TRIPLICATE, BY THE CONTRACTOR AT THE PAY APPLICATION FOR 75% COMPLETION. ALL PAYMENT REQUEST OVER 75% WILL BE DENIED UNTIL THIS INFORMATION IS RECEIVED. 1.15 DEMOLITION A. CONTRACTOR SHALL PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT WIRE, CABLE, J -BOXES, RECEPTACLES, SWITCHES, LIGHTS, FIRE ALARM DEVICES, ETC. COMPLETE WITH ASSOCIATED CIRCUITING TO SOURCE. WHERE IT IS NOT FEASIBLE TO REMOVE THE ABOVE, OUTLET SHALL BE ABANDONED, WIRE REMOVED, AND BLANK COVER PLATES PROVIDED. B. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK INVOLVED. PROVIDE LABOR AND MATERIALS AS REQUIRED TO MAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING CIRCUITS. C. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT, OR CIRCUITS THAT ARE REMAINING TO BE RECONNECTED TO NEW OR EXISTING SWITCHBOARDS OR PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, WIRE, ETC. AS REQUIRED TO RESTORE CONTINUITY OF CIRCUIT(S). D. SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER, IN WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE (BEYOND BRANCH CIRCUITS) SHALL BE PERFORMED WITH THE OWNER'S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK. E. SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE PORTABLE GENERATORS, CABLES, OUTLETS. ETC. AS REQUIRED TO MAINTAIN CONTINUITY OF SERVICE. PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT TO OWNER APPROVAL. F. IMMEDIATELY AFTER AWARD OF CONTRACT, CONTRACTOR SHALL VERIFY AVAILABLE PHYSICAL SPACE AND AMPACITY OF EXISTING PANELBOARDS, SWITCHBOARDS, DISTRIBUTION BOARDS, MOTOR CONTROL CENTERS, ETC. AND PROVIDE WRITTEN DOCUMENTATION OF FINDINGS TO THE ARCHITECT/ENGINEER. DOCUMENTATION SHALL INCLUDE A MINIMUM 24 HOUR RECORDING AMPERE READING ON ALL EXISTING SWITCHGEAR BEING UTILIZED FOR THIS PROJECT. G. EXISTING LIGHT FIXTURES, SWITCHGEAR, ELECTRICAL EQUIPMENT, ETC. BEING REMOVED SHALL BE RETURNED TO THE OWNER, EXCEPT FOR THOSE ITEMS BEING RELOCATED, H. CONTRACTOR SHALL PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR EXISTING AND NEW CIRCUITS BEING UTILIZED FOR COMPLETION OF PROJECT. SECTION 16111 - CONDUITS 1.01 GENERAL A. ALL WIRES AND CABLES SHALL BE RUN IN CONDUIT, WHICH SHALL BE STANDARD HEAVY WALL, INTERMEDIATE, OR ELECTRIC METALLIC TUBING (EMT). RIGID PVC CONDUIT MAY BE USED FOR UNDERGROUND WORK IF APPROVED BY LOCAL CODE. 2.01 PRODUCTS A. RIGID CONDUIT: THICK WALL HOT -DIPPED GALVANIZED, ASA STANDARD SPECIFICATION NO. C80-1, ENAMELED INSIDE AND OUT JOINTS SHALL BE WATERTIGHT THREADED TYPE WITH APPROVED SEALANT APPLIED TO MALE THREADS. B. ELECTRIC METALLIC TUBING (EMT): ELECTRO -GALVANIZED, ANSI STANDARD SPECIFICATION NO. C80-3, ENAMELED INSIDE AND OUT. FITTINGS SHALL BE ALL STEEL COMPRESSION TYPE AS MFD. BY T & B. C. RIGID STEEL AND EMT CONDUITS AS MANUFACTURED BY YOUNGSTOWN, TRIANGLE, GENERAL ELECTRIC, NATIONAL, REPUBLIC, OR ALLIED. D. SCHEDULE 80 PVC CONDUIT, USED FOR UNDERGROUND INSTALLATION, SHALL BE AT LEAST 2 FEET BELOW FINISH GRADE. ALL JOINTS SHALL BE WATERTIGHT. WHERE STUBBED UP THROUGH FLOOR, SLAB OR ABOVE GRADE, A 90° RIGID GALVANIZED ELBOW SHALL BE USED WITH RIGID GALVANIZED STUB UP TO 2 INCHESABOVE GRADE. A BARE AROUND WIRE TO MEET CODE REQUIREMENTS SHALL BE INSTALL_ D WITH ALL CIRCUITS PULLED INTO PVC CONDUITS. CONDUIT SHALL BE AS MANUFACTURED BY CARLON. .JOINT SEALANT SHALL BE AS PER MANUFACTURER'S RECOMMENDATION FOR SPECIAL PIPE. E. CONDUIT SUPPORTS: ALL CONDUITS SHALL BE SECURED IN PLACE WITH APPROVED STRAPS, HANGER, OR CLAMPS PER NEC. NO WIRE FOR SUPPORT WILL BE ALLOWED. F. FLEXIBLE CONDUIT: CONDUIT CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT SHALL BE MADE WITH 18 -INCH MAXIMUM OF TYPE U.S. GRAY LIQUID AND TIGHT NEOPRENE JACKETED FLEXIBLE CONDUIT AS MANUFACTURED BY ANACONDA. FITTINGS SHALL BE LIQUID TIGHT INSULATED THROAT TYPE AS MANUFACTURED BY T. & B. BX WILL NOT BE PERMITTED. 3.01 INSTALLATION A. CONDUITS INSTALLED IN OR UNDER CONCRETE OR BELOW GRADE SHALL BE THICK WALL PVC (SCH. 80) OR RIGID STEEL IF REQUIRED BY LOCAL CODES. SERVICE CONDUITS EXPOSED SHALL BE RIGID STEEL. B. ALL POWER AND LIGHTING CONDUITS IN BUILDING SHALL BE EMT UNLESS OTHER TYPE IS REQUIRED BY LOCAL CODES. C. USE FACTORY ELBOWS FOR 1-1/2" CONDUIT AND LARGER. D. WHERE FLEXIBLE CONDUIT IS USED FROM OUTLET BOXES TO LIGHTING FIXTURES, USE 1/2" INCH FLEXIBLE METAL CONDUIT WITH AN APPROVED GROUNDING CONNECTOR, MC CABLE WITH APPROVED GROUNDING CONDUCTOR IS ALLOWED. E. QUANTITY OF CONDUCTORS IN CONDUIT, PER NEC. F. REAM AND CLEAN CONDUIT BEFORE INSTALLATION AND PLUG OPENINGS AND BOXES TO KEEP THEM CLEAN DURING CONSTRUCTION. G. ALL EXPOSED CONDUIT SHALL RUN NEATLY AT RIGHT ANGLES, PLUMB AND PARALLEL TO WALLS. ALIGN CONDUIT TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, JUNCTION BOXES, ETC., AND INSTALL PLUMB. PROVIDE SUPPORTS AS REQUIRED TO HOLD ALIGNMENT. H. CONDUITS SHALL BE NEATLY GROUPED WHERE SEVERAL LINES FOLLOW A PARALLEL COURSE. THEY SHALL BE WALL SUPPORTED, USING RING OR TRAPEZE -TYPE HANGERS. PERFORATED STRAP HANGERS OR TWISTED WIRE SHALL NOT BE ACCEPTED. HANGERS SHALL BE INSTALLED ON ALL CONDUIT RUNS AND SHALL NOT EXCEED 8'-0" ON CENTER. SECTION 16120 -WIRES AND CABLES 1.01 GENERAL A. ALL WIRES SHALL BE NEW SOFT DRAWN, ANNEALED COPPER HAVING CONDUCTIVITY NOT LESS THAN 98% OF PURE COPPER AND WITH 600V THERMO-PLASTIC INSULATION. WIRE SHALL CONFORM TO THE LATEST REQUIREMENT OF THE NEC, MEET ASME AND ANSI SPECIFICATIONS AND SHALL BE STANDARD AWG SIZE. 2.01 PRODUCTS A. LIGHTING AND RECEPTACLE, BRANCH MOTOR POWER AND PANEL FEEDERS CIRCUITS SHALL HAVE TYPE THHN(THWN/MTW (9W C) INSULATION BUILDING WIRE. ALL CONDUCTORS INSTALLED IN DAMP OR WET LOCATIONS OR UNDER GRADE SHALL HAVE INSULATION MEETING NEC. ALL WIRING INSTALLED IN HIGH-TEMPERATURE AREAS SHALL HAVE TYPE AVA INSULATION. B. ALL STRANDED CONDUCTORS SHALL BE FURNISHED WITH FINISHED FORGED COPPER CONNECTING LUGS, DRILLED OR REAMED THE FULL DIAMETER OF BASE CONDUCTORS, C. ALL MAINS AND FEEDERS ARE TO RUN THE ENTIRE LENGTH IN CONTINUOUS PIECES WITHOUT JOINTS OR SPLICES, JOINTS IN BRANCH CIRCUITS SHALL OCCUR ONLY AT OUTLETS AND J BOXES WITH NO SPLICES OR TAPS IN CONDUITS. D. PHASE COLORS PER ELECTRICAL STANDARDS. E. AC, MC, BX CABLES PERMITTED AS ALLOWED BY LOCAL CODE. MC CABLE ALLOWED FOR TERMINATING LIGHTING FIXTURES IN SUSPENDED CEILINGS. SECTION 16131- PULL AND JUNCTION BOXES 1.01 GENERAL A. FURNISH AND INSTALL JUNCTION OR PULL BOXES IN THE RACEWAY SYSTEM WHERE NECESSARY TO FACILITATE CONDUCTOR INSTALLATION. 2.01 PRODUCTS A. ALL BOXES SHALL BE MADE OF GALVANIZED STEEL, GAUGE AND PHYSICAL SIZE AS REQUIRED BY THE NEC FOR THE NUMBER AND SIZE OF CONDUITS AND CONDUCTORS INVOLVED. BOXES SHALL HAVE REMOVABLE SCREW COVERS FOR INSTALLATION AS INDICATED ON THE PLANS. 3.01 INSTALLATION A. BOX SHALL BE SECURELY MOUNTED WITH SUPPORTS INDEPENDENT OF THE CONDUITS ENTERING OR LEAVING THE BOXES. SECTION 16401 - TEMPORARY ELECTRICAL SERVICES 1.01 GENERAL A. CONTRACTOR SHALL HAVE RESPONSIBILITY FOR THE BASIC TEMPORARY WIRING, ALONG WITH MAINTENANCE THROUGHOUT THE DURATION OF THE PROJECT. BASIC TEMPORARY WIRING SHALL INCLUDE LIGHTING, POWER AND WIRING REQUIREMENTS FOR TEMPORARY CONSTRUCTION USE. IT IS NOT TO FORESEE ALL THE USAGE FOR TEMPORARY; HENCE, ONLY THE BASIC ITEMS SHOULD BE INVOLVED AND IF ADDITIONAL POWER OR LIGHTING IS REQUIRED, THEN THOSE REQUIRING SAME SHALL MAKE PROVISIONS FOR TEMPORARY LIGHTING AS REQUIRED TO PERFORM THEIR OWN WORK. 2.01 PRODUCTS A. ALL UTILITY CHARGES OR ELECTRICAL USE SHALL BE PAID BY OTHERS B. THE CHARGES BY THE UTILITY COMPANY FOR PROVIDING SERVICE CONNECTIONS SHALL BE INCORPORATED AS A PART OF THESE SPECIFICATIONS AND SHALL BE PAID BY THE ELECTRICAL CONTRACTOR. C. THE TEMPORARY SERVICE SHALL BE 200 AMPERE, I PHASE, 3 WIRE MINIMUM IN LOCATIONS AS REQUIRED. THE ELECTRICAL SERVICE AND SERVICING EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND THE REQUIREMENTS OF THE SERVICING UTILITY COMPANY. D. RECEPTACLES SHALL BE SPACES SO THAT ALL PARTS OF THE WORK AREA MAY BE REACHED BY A 50 -FOOT EXTENSION CORD FOR 120 VOLT APPLIANCES, AND 100 FOOT EXTENSION CORD FOR 208 VOLT OR 240 VOLT EQUIPMENT. DISTANCES FOR LENGTH OF EXTENSION CORDS SHALL BE MEASURED HORIZONTALLY ALONG FLOOR LINES. THESE APPLIANCE CIRCUITS SHALL BE LIMITED TO 20 AMPERE. 3.01 INSTALLATION A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, MAINTAINING, AND REMOVING THE TEMPORARY LIGHTING AND POWER WIRING AS HEREIN DESCRIBED. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ONLY THIS AMOUNT OF WORK AND IF ADDITIONAL TEMPORARY WIRING IS REQUIRED BY ANY CONTRACTOR, THEN THE COST OF SAME SHALL BE BORNE BY THOSE REQUIRING ADDITIONAL WIRING. B. ADEQUATE LIGHTING SHALL BE PROVIDED IN PASSAGEWAYS AND STAIRWAYS. ARTIFICIAL ILLUMINATION, WHEN REQUIRED, SHALL BE AS PER O.S.H.A. REQUIREMENTS. C. PROVIDE GROUND -FAULT CIRCUIT PROTECTION IN ACCORDANCE WITH N.E.C. SECTION 16450 - GROUNDING 1.01 GENERAL A. THE IDENTIFIED (WHITE) NEUTRAL AND THE COMPLETE CONDUIT SYSTEM SHALL BE EFFECTIVELY GROUNDED PER ARTICLE 250 OF NEC. IDENTIFIED NEUTRAL SHALL BE RUN IN CONDUIT WITH OTHER CONDUCTORS AND SHALL BE INSULATED COPPER. 2.01 PRODUCTS A. ALL GROUNDING CONDUCTORS SHALL BE GREEN AND INDICATED WHEN REQUIRED AS MARKED ON CONDUIT RUNS. THE GROUND WIRE SHALL BE INSULATED COPPER. GROUNDING CLAMPS SHALL BE OF THE APPROVED TYPE AND GROUND CONNECTIONS SHALL BE SUCH THAT RESISTANCE WILL NOT INCREASE WITH PASSAGE OF TIME, MAXIMUM GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS. 'q n1 IAIQTA1 i ATIMI A. FOLLOWING ARE INCLUDED AS REQUIRED GROUNDED: ELECTRIC SERVICE, ITS EQUIPMENT AND ENCLOSURES: CONDUITS AND OTHER CONDUCTOR ENCLOSURES, NEUTRAL OR IDENTIFIED CONDUCTORS OF WIRING SYSTEM: MAIN SWITCH, POWER AND LIGHTING PANELBOARDS, TRANSFORMERS, NONCURRENT -CARRYING METAL PARTS OF FIXED EQUIPMENT SUCH AS MOTORS, STARTERS, CONTROLLERS AND LIGHTING FIXTURES. SECTION 16471- PANELBOARDS 1.01 GENERAL A. CONTRACTOR SHALL FURNISH AND INSTALL ALL DISTRIBUTION POWER AND LIGHTING PANELBOARDS AS HEREIN AFTER DESCRIBED AND AS SCHEDULED ON PLANS. ALL PANELBOARDS SHALL BE DEAD -FRONT TYPE, MANUFACTURED IN ACCORDANCE WITH THE LATEST NEMA STANDARDS AND BEAR THE UL LABEL. . 2.01 PRODUCTS A. PANELBOARDS SHALL BE MOUNTED IN CODE GAUGE GALVANIZED SHEET STEEL CABINETS WITH A 4 -INCH MINIMUM GUTTER SPACE ON ALL SIDES. CABINETS SHALL BE EQUIPPED WITH ADJUSTABLE MOUNTING STUDS AND TRIM CLAMPS. FRONTS TO INCLUDE PAINTED STEEL FRAME, SEMI -CONCEALED HINGED DOOR WITH FLUSH CHROME -PLATED COMBINATION CYLINDER LOCK AND CATCH, ALL KEYED ALIKE. DOOR SHALL BE EQUIPPED WITH DIRECTORY FRAME AND CARDS COMPLETELY TYPEWRITTEN OUT FOR PROPER BRANCH CIRCUIT IDENTIFICATION AND PLASTIC COVER. PANEL FRONTS SHALL BE FINISHED WITH ONE COAT OF BONDRIZED, ONE COAT OF PRIMER AND SURFACER, AND ONE COAT OF GRAY LACQUER FINISH, B. PANEL INTERIORS SHALL BE RIGIDLY MOUNTED ON STEEL SUPPORTS WITH SELF-SUPPORTING BUS -BAR STRUCTURE ON INSULATING BASES. ALL INDIVIDUAL BRANCHES SHALL BE REMOVABLE WITHOUT DISTURBING ADJACENT UNITS, BUSSING OR CONNECTORS. BRANCHES SHALL BE CHANGEABLE WITHOUT ALTERING BUSSING. ALL TERMINALS SHALL BE OF THE SOLDERLESS ANTI -TURN TYPE SUITABLE FOR COPPER OR ALUMINUM WIRE. BRANCHES SHALL BE ARRANGED FOR BUSSES TO MAINTAIN SEQUENCE PHASING. C. BRANCHES: SHALL COMPLY WITH FOLLOWING: MOLDED CASE BREAKERS SHALL BE DEIGN TYPE, WITH QUICK -MAKE, QUICK -BREAK MECHANISM FOR MANUAL AND AUTOMATIC OPERATION; THE UNITS INVERSE 'TIME TYPE CHARACTERISTICS SHALL BE BY METALLIC TRIPPING ELEMENT WITH MAGNETIC THREE -POLE UNITS SHALL HAVE COMMON TRIP. ALL UNITS SHALL BE OF THE INDICATING TYPE PROVIDING ON/OFF AND TRIPPED POSITIONS OF THE HANDLE. D. 120/240 VOLT PANELBOARDS: 1 PHASE, 3 WIRE, SOLID NEUTRAL DESIGN WITH SEQUENCE STYLE BUSSING AND FULL CAPACITY NEUTRAL, COMPOSED OF AN ASSEMBLY OF BOLT -IN-PLACE MOLDED CASE AUTOMATIC AIR CIRCUIT BREAKERS WITH THERMAL AND MAGNETIC TRIP AND TRIP FREE POSITION SEPARATE FROM EITHER "ON" OR "OFF" POSITIONS. PROVIDE COMMON SIMULTANEOUS TRIP FOR 1 AND 2 POLE BREAKERS. PROVIDE INTERRUPTING RATINGS AS REQUIRED BE LOCAL UTILITY. E. BUS BARS SHALL BE 98% COPPER. PROVIDE ALTERNATE BID FOR ALUMINUM BUS BARS. F. PANELS SHALL BE MANUFACTURED BY SQUARE D COMPANY, G.E., EATON OR SIEMENS. 3.01 INSTALLATION A. PANELS SHALL BE SECURELY MOUNTED TO WALLS OR RECESSED CAVITIES. B. PANEL SPACES SHALL BE EQUIPPED WITH BLANK COVERS. SECTION 16601 - FIRE STOPS & PENETRATION SEALS 1.01 GENERAL B. ALL PENETRATIONS THROUGH FIRE TREATED FLOORS AND WALLS SHALL BE SEALED WITH CTC PR -855 FIRE RESISTANT FOAM SEALANT, TO PREVENT THE SPREAD OF SMOKE, FIRE, TOXIC GAS OR WATER THROUGH THE PENETRATION EITHER BEFORE, DURING OR AFTER A FIRE. THE FIRE RATING OF THE PENETRATION SEAL SHALL BE AT LEAST THAT OF THE FLOOR OR WALL INTO WHICH IT IS INSTALLED, SO THAT THE ORIGINAL FIRE RATING OF THE FLOOR OR WALL IS MAINTAINED AS REQUIRED BY ARTICLE 300-21 OF THE NATIONAL ELECTRICAL CODE. FIRE STOPS SHALL BE PROVIDED AND INSTALLED AS REQUIRED BY NFPA AND LOCAL CODES. 2.01 PRODUCTS A. THE SEALANT SHALL REMAIN SOFT AND PLIABLE TO ALLOW FOR THE REMOVAL AND/OR ADDITION OF CABLES WITHOUT THE NECESSITY OF DRILLING HOLES. IT SHALL PERMIT THE VIBRATION, EXPANSION AND/OR CONTRACTION OF ANYTHING GOING THROUGH THE PENETRATION WITHOUT THE SEAL CRACKING OR CRUMBLING, B. THE FOAM SEALANT SHALL MEET ALL OF THE FIRE TEST AND HOSE STREAM TEST REQUIREMENTS OF ASTM El 19-73 AND SHALL BE UL CLASSIFIED, THE SEALANT SHALL BE CHASE -FO -AM, CTC PR -855 FIRE RESISTANT FOAM SEALANT FROM CHASE TECH. CORP., HUNTINGTON STATION, NY 11746, OR EQUAL. 3.01 INSTALLATION A. THE FOAM SEALANT SHALL BE CAPABLE OF BEING INSTALLED BY A SINGLE TRADESMAN. B. WHEN DAMMING MATERIALS ARE TO BE LEFT IN PLACE AFTER THE SEAL IS COMPLETE, THEN ALL SUCH MATERIALS SHALL BE NONFLAMMABLE. I 1 www.cphcorp.com A Fu// Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices In: • Florida • Puerto Rico • Connecticut • Maryland s • Tex00 V Get ° y ;,�Q ~� s j i 0� ° • G\V a r - a ccs 0 a a<1 a 1 cv a Z m -F 0 r) Q Z N r- d - a) n70a) rn c � a Z °O (Lf n c) U Q ci Q__01 N 0 Plans Prepared By: GIP!-!, Inc. 500 st Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 0 F 1� Z U 0 Z n- 0 ® 0 Cy LL. Uj 0 UJ 0 z (9Uj U_ z LU LU CL z ILL Q 0 CJ Z z Sheet No. EIyA2 co 00 LIGHTING PLAN PLAN NORTH GENERAL NOTES 1. ALL WIRING SHALL BE IN CONDUIT. CONDUIT SIZE IS 3/4" MINIMUM UNLESS OTHERWISE NOTED. MC CABLE (MIN. 1/2") IS ALLOWED, HOWEVER, ALL HOMERUNS SHALL BE IN CONDUIT. ENT IS NOT PERMITTED. PVC IS ACCEPTABLE WHERE ALLOWED BY CODE. CONTRACTOR MAY USE EMT, GRS OR IMC AS ALLOWED BY CODE. 2. WIRE SIZE SHALL BE MINIMUM #12 AWG, THWN SOLID COPPER UNLESS OTHERWISE NOTED. PROVIDE GROUND WIRE FOR ALL CIRCUITS. INCREASE WIRE SIZE TO COMPENSATE FOR VOLTAGE DROP WHERE TOTAL LENGTH OF ANY BRANCH EXCEEDS 100 FEET. 3. WIRE SIZE SHALL NOT BE LESS THAN CORRESPONDING CIRCUIT BREAKER RATING AS REQUIRED BY CODE. 4. MAXIMUM NUMBER OF CURRENT CARRYING WIRES IN ANY CONDUIT SHALL BE THREE. ADDITIONAL WIRES ARE ACCEPTABLE IF WIRE SIZE IS INCREASED TO ALLOW FOR DERATING PER CODE. PROVIDE ADDITIONAL WIRES FOR SWITCHING AS REQUIRED. PROVIDE UNSWITCHED WIRE FOR ALL BATTERY UNITS. 5. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 6. VERIFY MOUNTING AND LOCATION OF ALL FIXTURES WITH ARCHITECT PRIOR TO INSTALLATION. 7. ALL EMERGENCY, EXIT AND NIGHT LIGHT BATTERY UNITS SHALL BE PROVIDED WITH UNSWITCHED HOT. 8. PROVIDE SEALING PER NEC 300.7 IN ALL CONDUITS PENETRATING WALK-IN COOLER AND WALK-IN FREEZER. PLAN NOTES 1� EXISTING LIGHT FIXTURE REMOVED IN DEMO PHASE AND RELOCATED TO NEW LOCATION AS INDICATED. MOUNT AT 20'-0" AFF. CLEAN AND RE -LAMP FIXTURE WITH NEW LAMPS TO MATCH EXISTING. O NEW LIGHT FIXTURE TO MATCH EXISTING TYPE. MOUNT AT 20'-0" AFF. EXISTING FIXTURE TO BE REUSED. MOUNT AT 20'-0" AFF. CLEAN AND RE -LAMP FIXTURE WITH NEW LAMPS TO MATCH EXISTING. O OCCUPANCY SENSOR SIMILAR TO ACUITY CONTROLS iiCM 6. MOUNT AT 20'-0" AFF. OCCUPANCY SENSOR SHALL REDUCE LIGHTING POWER BY 50% WHEN AREA IS UNOCCUPIED BY SWITCHING OFF SWITCH LEG "b" (TYPICAL). O POWER PACK SIMILAR TO ACUITY CONTROLS nPP16. MOUNT AT 20'-0" AFF. O PROVIDE EMERGENCY BATTERY PACK FOR FIXTURE INDICATED TO PROVIDE ILLUMINATION ALONG LIFE SAFETY PATH OF EGRESS. O OCCUPANCY SENSOR SIMILAR TO ACUITY CONTROLS WV PDT 16 LT KIT. MOUNT AT 10'-0" AFF. O OCCUPANCY SENSOR SIMILAR TO ACUITY CONTROLS nCM PDT 6 LT. CEILING MOUNT AT LOCATIONS SHOWN. O POWER PACK SIMILAR TO ACUITY CONTROLS nPP16 ER FOR EMERGENCY LIGHTING CONTROL PER UL924. MOUNT AT 20'-0" AFF. 1U SWITCHES SIMILAR TO ACUITY CONTROLS iiPODM GY. PROVIDE GRAY SWITCH COVER TO MATCH SWITCH TYPE. 11 LIGHT FIXTURE SIMILAR TO LITHONIA FHE 9000LM ACL MD 120 GZ10 50K. CEILING MOUNT AT LOCATIONS SHOWN. 12 EXIT SIGN/EMERGENCY LIGHT COMBO SHALL BE SIMILAR TO ISOLITE HLX-C-R-3-WM-2-12-NC90-SBH30W-SD-IH FOR UNITS WITHIN REFRIGERATED SPACES. SAME FIXTURE WITHOUT "-IH" FOR ALL OTHERS SPACES. www.cpheorp.com A Furl service A & E Firm Architects Engineers Environmental Landscape Architects MIF/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • M gland • Te as CD vl�'Z'Ne" N jC 0 Z ll 111 a m c 0 0 «I « < 1 H o- h N q W Z cn 0 o N U 0- Q (f3 (0 o sa cav Q Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FL 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 r 0 Q 1j Z W m z Z (L 0 s LL CL W 0 0 0 LU 0 z Z C) ILL 0QPw LU Z LL� 06A 0 0 z z Shoe No. E2011 POWER PLAN N PLAN NORTH GENERALNOTES 1. ALL WIRING SHALL BE IN CONDUIT. CONDUIT SIZE IS 314" MINIMUM UNLESS OTHERWISE NOTED. MC CABLE (MIN. 1/2") IS ALLOWED, HOWEVER, ALL HOMERUNS SHALL BE IN CONDUIT. ENT IS NOT PERMITTED. PVC IS ACCEPTABLE WHERE ALLOWED BY CODE. CONTRACTOR MAY USE EMT, GRS OR IMC AS ALLOWED BY CODE. 2. WIRE SIZE SHALL BE MINIMUM #12 AWG, THWN SOLID COPPER UNLESS OTHERWISE NOTED. PROVIDE GROUND WIRE FOR ALL CIRCUITS. INCREASE WIRE SIZE TO COMPENSATE FOR VOLTAGE DROP WHERE TOTAL LENGTH OF ANY BRANCH EXCEEDS 100 FEET. 3. WIRE SIZE SHALL NOT BE LESS THAN CORRESPONDING CIRCUIT BREAKER RATING AS REQUIRED BY CODE. 4. MAXIMUM NUMBER OF CURRENT CARRYING WIRES IN ANY CONDUIT SHALL BE THREE. ADDITIONAL WIRES ARE ACCEPTABLE IF WIRE SIZE IS INCREASED TO ALLOW FOR DERATING PER CODE, PROVIDE ADDITIONAL WIRES FOR SWITCHING AS REQUIRED. 5. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 6. "ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. 7. PROVIDE SEALING PER NEC 300.7 IN ALL CONDUITS PENETRATING WALK-IN COOLER AND WALK-IN FREEZER. PLAN NOTES 1O PROVIDE 314"C. TO ASSOCIATED OUTDOOR UNITS AND ASSOCIATED THERMOSTATS. CONTROL CONDUCTORS AND TERMINATIONS BY REFRIGERATION CONTRACTOR. EQUIPMENT CONNECTION SCHEDULE TAG IDENTIFICATION EQUIPMENT LOCATION MOTOR LOAD (HP) FLA VOLTS PHASE COMB. STARTER/ DISC, SII E CIRCUIT CIRCUIT BREAKER (AMPS / POLES) BRANCH CIRCUIT WIRING AND RACEWAY NOTES d Puerto Rico • Connecticut s Maryland s Texat Co age co 00 00 2" LLI P_ C f4- U) IQss°,7 J •e444*400�s • mill 1111 M1 HARVEST SCREW ICE MACHINE ROOM #102 5.0 480 3 Irl 3013 VIA PCP 3#12 & VM2 GND IN 314"C 1, 4, 5 M2 HARVEST INCLINE SCREW ICE BIN ROOM 4103 10.0 480 3 30/3 VIA PCP 3#10 & 1#10 GND IN 314"C 1, 4, 5 M3 BIN FILL SCREW ICE BIN ROOM #103 3.0 480 3 30/ 3 VIA PCP 3#12 & 1412 GND IN 314"C 1, 4, 5 M4 LEVELING SCREW ICE BIN ROOM 4103 2.0 480 3 3013 VIA PCP 3#12 & 1#12 GND IN 314"C 1, 4, 5 M5 FLOOR SCREW ICE BIN ROOM #103 3.0 480 3 3013 VIA PCP 3#12 & 1#12 GND IN 3/4"C 1, 4, 5 M6 INCLINE SCREW ICE BAGGER ROOM #104 7.5 � in 480 3 aC 3013 VIA PCP (D, 3#10 & 1#10 GND IN 314"C 1, 4, 5 M7 SNOW REEL ICE BAGGER ROOM #104 1.6 Q 480 3 3013 VIA PCP 4) 3#12 & 1#12 OND IN 314"C 1, 4, 6 M8 SNOW REMOVAL SCREW �A ICE BAGGER ROOM #104 2.0 480 3 30/3 VIA PCP 00 3912 & 1#12 OND IN 314"C 1, 4, 5 M9 BAGGER LINE SCREW ICE BAGGER ROOM /1104 3.0 480 3 CPH, Inc. 30/3 VIA PCP Ph: 407.322.6841 3#12 & 1#12 GND IN 314"C 1, 4, 5 M10 SNOW MELT PUMP ICE BAGGER ROOM #104 2.0 480 3 30/3 VIA PCP 3#12 & 1#12 GNU IN 314"C 1, 4, 5 M11 KEITH HYDRAULIC PUMP MOTOR _ EXIST. WAREHOUSE ROOM #101 20.0 480 3 2 6013 MDP -2 6013 3#6 & 1#10 GND IN 3/4"C 2, 4, 5 M20 ICE MAKER CUTTER MOTOR ICE MACHINE ROOM #102 3.0 �+ ® z 480 3 0Q 30/3 VIA PCP 3#12 & 1#12 GND IN 3/4"C 1, 4, 5 M21 ICE MAKER PUMP MOTOR ICE MACHINE ROOM #102 3.0 480 3 z 30/3 VIA PCP 3#12 & 1#12 GND IN 3/4"C 1, 4, 5 M22 ICE MAKER COND. FAN MOTOR EXTERIOR 10.0 480 3 3013 VIA PCP 3#10 & 1910 GND IN 314"C 1, 3, 6 M23 ICE MAKER COND. PUMP MOTOR ~^^ EXTERIOR 3.0 480 3 3013 VIA PCP - 3#12 & 1#12 GND IN 314"C 1, 3, 5 COMP #1 AIR COMPRESSOR#1 ICE MACHINE ROOM #102 150.0 480 3 DIRECT MDP -3 300/3 3#350KCMIL & 1#4 GND IN 2-112"C 6 PCP CONTROL PANEL PCP ICE MACHINE ROOM #102 88.6 460 3 DIRECT MDP -1 10013 3113 & 1#8 GND IN 1"C 5 LE #1 LOW TEMP. EVAPORATOR COIL #1 ICE FREEZER ROOM #105 33.5 208 3 6013 LA -1:3:5 6013 3118 & 1#10 CND IN 3/4"C 4, 5 LE #2 LOW TEMP. EVAPORATOR COIL #2 ICE FREEZER ROOM #105 33.5 208 3 6013 LA -2:4:6 6013 3#8 & 1#10 GND IN 314"C 4, 6 LE #3 LOW TEMP. EVAPORATOR COIL #3 ICE FREEZER ROOM #106 33.5 208 3 6013 LA -7:9:11 6013 348 & 1910 GND IN 314"C 4, 6' LE 1/4 LOW TEMP. EVAPORATOR COIL #4 ICE FREEZER ROOM #105 33.5 208 3 60/3 LA -8:10:12 6013 3#8 & 1#10 GND IN 3/4"C 4, 5 ME #1 MED. TEMP. EVAPORATOR COIL 91 ICE BIN ROOM #103 39.1 208 1 60/2 LA -19:21 6012 2#8 & 1#10 GND IN 3/4"C 4, 5 HE #1 HIGH TEMP. EVAPORATOR COIL #1 ICE BAGGER ROOM #104 4.0 120 1 3011 LA -223 20/1 2#12 & 1#12 GND IN 314"C 4,5 HE #2 HIGH TEMP. EVAPORATOR COIL #2 ICE BAGGER ROOM #104 4.0 120 1 30/1 LA -25 20/1 2#12 & 1#12 GND IN 3/4"C 4, 6 LC #1 LOW TEMP, CONDENSING UNIT #1 EXTERIOR 75.7 208 3 10013 LA -13:15:17 10013 3#3 & 1#8 GND IN 1"C 3,6 LC #2 LOW TEMP. CONDENSING UNIT #2 EXTERIOR 76.7 208 3 10013 LA -14:16:18 100/3 3113 & 1118 GND IN 1"C 3,5 MC #1 MED. TEMP. CONDENSING UNIT #1 EXTERIOR 49.6 208 3 60/ 3 LA•26:28:30 60/3 3#6 & 1#10 GND IN 314"C 3,15 HC 91 HIGH TEMP. CONDENSING UNIT #1 EXTERIOR 27.6 208 3 6013 LA -20:22:24 4013 3#8 & 1#10 GND IN 314"C 3,6 IB #1 ICE BAGGER #1 ICE BAGGER ROOM #104 48.0 208 1 60/2 LA -27:29 60/2 2#6 & 1#10 GND IN 3/4"C 4,5 NOTES 1 PROVIDE ELECTRICAL CONNECTION TO EQUIPMENT CONTROL PANEL PCP PROVIDED BY EQUIPMENT SUPPLIER. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 2 PROVIDE COMBINATION STARTER / NON-FUSED DISCONNECT SWITCH WITH FUSES SIZED PER MANUFACTURER'S RECOMMENUATIONS. MAXIMUM FUSE PEAK LET-THRU CURRENT SHALL BE SIZED PER UL 500 AS FOLLOWS: (A) 0.75 KW OR LESS AND 300V OR LESS AT 1,000A; (B) 37.3 KW OR LESS AT 6,000A; (C) GREATER THAN 37.3 KW TO 149.2 KW AT 10,000A. 3 DISCONNECT SWITCH SHALL BE IN NEMA 311 ENCLOSURE, MOUNT WITHIN 6' OF EQUIPMENT BEING SERVED. 4 DISCONNECT SWITCH SHALL BE IN NEMA 4X ENCLOSURE, MOUNT WITHIN 6' OF EQUIPMENT BEING SERVED. 5 COORDINATE POWER CONNECTION WITH EQUIPMENT PROVIDER PRIOR TO INSTALLATION. VERIFY AND COORDINATE DISCONNECT SIZE ACCORDING TO MANUFACTURER'S DOCUMENTATION. www.cpheorp.com A Fig/I Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: s Florida d Puerto Rico • Connecticut s Maryland s Texat Co age co 00 00 2" LLI P_ C f4- U) IQss°,7 J •e444*400�s • mill 1111 Irl O IY W 'T "T' ❑ ❑ G „ � in C:) aC d U (D, cv It Q 4) U ? 00 Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. L00000298 4 Z w Z W z o LL LLJ 0 z 0LU w �+ ® z 0Q Q �.- cn b z J z Shoot No. MAIN BREAKER: 1600 AMPS VOLTAGE: 480Y/277V PHASE: 3 WIRE: 4 AIC: 65 K AMPS FULLY RATED MOUNTING: FLOOR MANUFACTURER: SQUARE D C PrTI(1N• 'I Name: MDP Status: EXISTING Project Name: ICE MAN Project Number: 14601 Fed From: SERVICE TRANSFORMER N C DEMAND FACTOR C 4.5 CIRCUIT BREAKER 1.25 C 0.4 c N 0 0 T KK T CIRCUIT DESCRIPTION 1.25 LOAD 24.3 LOAD U CIRCUIT DESCRIPTION T T 1.00 3.0 86.6 1.00 1.00 66.6 103.2 1.00 (KVA) (KVA) D 1.00 1.25 E E 1.00 1.00 F 0.0 TRIP POLES POLES TWP E E S E A B C TRIP S # TPoP A B C Licenses: 1 MICROWAVE -EXISTING 07 ° # 3 0.7 1 PANEL O 73.7 100 3 3 60 22.5 M IT K E H HYDRAULIC PUMP 2 0.7 11 3 COMPRESSOR#1 M 150.0 300 3 3 200 127.8 1 20? PA NEL LA 4 15 -" n 6 .. 20 1 1 20 ".,,: 8 3 3 60 7 0 .:: __ .s TVSS 6 FRONT FAN RIGHT - EXISTING 14 FRONT FAN LEFT - EXISTING 20 07 7 8 a 20 1 '• 20 1 3 3 C I .:-, 0,7 ....... 5o 3 3 8 : ; : U.7 93 C LOW TEMP. EVAP COIL #M1 (LE#4) 1U 1 9 25 3 � 20 10 FANLEFT- EXISTING 11 11 20 1 0.1 3 3 13 ; 9.191 I_ 12 SPACE -EXISTING 30 TOTAL 1 223.7 TOTAL CONN LOAD: 374.0 KVA TOTAL DEMAND LOAD: 412.6 KVA 'TOTAL DEMAND AMPS: 496.9 AMPS PANEL EQUIPMENT: EQUIPMENT GROUND BUS, SERVICE ENTRANCE RATED OJ S? - 03 Q d - c0 C0 00 V ai 03 rn 0 r1 W r n LU :21 C0 CD m U 0 150.3 I IOTAL CONN. LOAD (KVA) AUJUSf. FACTOR DEMAND FACTOR DEMAND LOAD (KVA) 4.5 1.00 1.25 5.6 0.4 ---- NEC 0.4 150.0 1.00 1.25 187.5 24.3 1.00 1.00 24.3 3.0 1.00 1.00 3.0 86.6 1.00 1.00 66.6 103.2 1.00 1.00 103.2 0.0 1.00 1.25 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 L) LIGHTING ,R) RECEPrACLES ,M) LARGEST MOTOR ,M) ALL OTHER MOTORS ,H) HEATING C) COOLING ;O) OTHER W) WATER HEATERS ;D) DRYERS K) KITCHEN PER NEC ARTICLE 220 1 (EXISTING) 1600A, 480Y/277V, 3PH EXTERIOR ' INTERIOR 65,000AIC 400A13P 4#6 & 1#10 GND ENCLOSED (EXISTING) EXISTING 500KVA SCA=15,803A -__= IN 1"C CIRCUIT SCA=17,440A SHUNT I TRIP BREAKER LOCAL UTILITY PAD MDP TVSSLA LB MOUNTED TRANSFORMER ® PROVIDED I480Y/277V, 30, 4 -WIRE BY OWNER� qo 225 kVA XFMR 48OV-208Y/120V SS � 5 96 I2#121N ' : ad' :.n •o FL a �. ' 3l4"C P,�=- --- 1 #3,10 I - n -L - - I - #2/0 GEC - 4#3/0 & 1#6 GND IN 2"C 4#310 & 1#6 GND IN 2"C 2 SETS: 4#310 & 1#3 GND IN 2"C - 1-1/2"C 5 SETS: 4#400KCMIL IN 3"C EXISTING RISER DIAGRAM NONE Name: LA MAIN BREAKER: 400 AMPS _ Status: NEW VOLTAGE: 20BY1120V AIC: 10 E. AMOS FULLY RATED Project Name: ICE MAN PHASE: 3 MOUNTING: SURFACi Project Number: 14601 _ WIRE: 4 MANUFACTURER: SQUARE D Foci From: XFMR T-1 SECTION: 1 N C 0.4 C NEC 0.4 C C _ N 0 K 1.00 U LOADIPHASE (KVA) CIRCUIT BREAKER LOADIPHASE (KVA) 0 K U T T CIRCUIT DESCRIPTION 88.6 29.5 1.00 D CIRCUTr DESCRIPTION T T E 1.25 0.0 D 1.00 1.00 0.0 0.0 E S # OFFICE RECEPTACLES -EXISTING E # S E A B C TRIP POLES POLLS TPoP A B C Licenses: 1 MICROWAVE -EXISTING 07 ° 2 4 5 AIR HANDLER -EXISTING 0.7 : - _ 2 20 1..: I 20 1 20 1 1 LOW TEMP. EVAP COIL#1 (LE#1) 50 3 3 60 SPARE- EXISTING '10 FIRE PANEL - EXISTING 12 0.7 11 C LOW TEMP. EVAP COIL #2 (LE#3) 1 3 C ( 0 7 4 WAREHOUSE RECEPTACLES - EXISTING.: IJ 0.7 20 1 1 20? FANRIGHT-EXISTING 14 15 -" n 07 .. 20 1 1 20 ".,,: 8 _ 7 WAREFIUUSE[tECEPTAGLES-EXISTING 7 0 .:: __ .s 20 1 - 1 20 FRONT FAN RIGHT - EXISTING 14 FRONT FAN LEFT - EXISTING 20 07 19 8 a 20 1 '• 20 1 1 LOW TEMP. EVAP COIL #3 (LE#2) C I .:-, 0,7 ....... 5o 3 3 60 : ; : U.7 J...... C LOW TEMP. EVAP COIL #M1 (LE#4) 1U 1 9 25 � HIRE BELL - EXISTING � 20 27 FANLEFT- EXISTING 11 LU 20 1 0.1 12 13 ; 9.191 I_ dw SPACE -EXISTING 30 31 SPACE - EXISTING I .....,..,, { 14 1 :.'. .;,;...... 'z 1 : - SPACE -EXISTING 32 SPACE - EXISTING 34 LOW TEMP. CONDENSINGUNIT #1(LC#1) 100 3 3 100 C LOWTFJNP.CONDENSINCUNlftl2(LC#2) 15 z 15 C ;:;: 91 .. ....... . : J A 9.1 ... -! ....:. SPACE - EXIS[INC a J SPACE -EXISTING 38 30 SPACE-EXISTING 17 U4 18 SPACE -EXISTING 40 19 41 0.. - •w, .......:.. i , 1 1� - .[' ..... .:. .... ..:...: 4J 2U 1 MED. TEMP. EVAP COIL #1 C a 50 2 7 GO I •„„ },g C MED. TEMP. CONDENSING UNI r #1 #1) 22 21 C . ,;,. 0 5 ;; .: .,,.,. '_ 4 9 (MC 23 HIGH TEMP. EVAP COIL #1 20 9 24 25 HIGH TEMP. EVAP GOIL#2 v C 0.5 2.8 26 27 50 I- 3 40 28 ;y C HIGH TEMP. CONDENSING UNIT #1(HC #1) 28 ICE BAGGER 0 . c.... .' .. . 60 2 5.0 SECTION 31 PALLETIZER M 1.8 :. 20 1 1 20 I U I , ; H FRFEZER DOOR HEAT STRIP 32 33 SPARE ,;, " - 20 1 1 20 10 H FkEELER WORt1EAf STWP 34 35 SPARE I .......�, ,.....;;:. 20 1 1 20 .....,.':;.,.:,r., ,.,..".. 1A H FREEZER DUURtIEA'fSimp 36 37 LIGHTING - WAREHOUSE ROOM #101 L 1.1 : 20 1 I 20 0.4 ;; :'- - ` ' R RECEPTACLES 38 T 39 LIGHTING -ICE MACHINE ROOM 9102 L 0.7 ;' 20 1 1 20 SPARE 40 41 LIGHTING -ICE ROOMS 103,104,105 L 1.1 20 1 1 20 I ---'j t -:-':; .... SPARE 42 43 LIGHTING- WAREHOUSE ROOM #101 L 1.6 20 1 ,' ... 1 20 I ; J. 4554YF SPARE 44 45 SPARE ZO 1 1 ZO,_,.., ....... ;; SPAKE 46 41 SPARE 20 1 ..;,., 1 20 ., ° --- SPARE 48 49 SPACE 20 1 1 20 I __:- I -.__ SPACE 50 51 SPACE F - 20 1 1 20 I :.. PACE 52 y,p 1 20 kth h1h 1hhh¢ 53 SPACE20 1 SPACE 54 55 SPACE., 20 1 1 85 Im 66 57 SPACE „„„„....:> 20 1 7 200,.;..^ 1i.6.... PANEL LD (EXISTING) 64 2 PER NEC ARTICLE 220 LIGHHNG (L RECEPTACLES(R LARGEST MOTOR (M ALL OTHER MOTORS (M HEATING (H COOLING(C OTHER(O WATER HEATERS (W DRYERS (D KITCHEN(K 16.1 1 16.9 1 17.1 CONN. LOAD (KVA) ADJUST. FACTOR DF1v1 FACTOR AND DEMAND LOAD KVA)- (KVA)__ 4.5 4.5 1 1.00 1 1.25 5.6 0.4 I -- NEC 0.4 1.8 1.00 1.25 2.3 0.0 1.00 1.00 0.0 3.0 1.00 1.00 3,0 80.6 1.00 1.00 88.6 29.5 1.00 1.00 29.5 0.0 1.00 1.25 0.0 0.0 1.00 1.00 0.0 0.0 1.00 v 1.00 0.0 6.6 26.1 26.7 25.7 NOTES: 1. DEFROST HEATER LOAD IS NON -COINCIDENT Wf[tI ASSOCIATED CONDENSING UNIT. 2. PANEL LOAD BASED ON FPL 1 -YEAR PEAK DEMAND LOAD RECORDS. 'TOTAL CONNECTED LOAD: 127.8 KVA TOTAL DEMAND LOAD: 129.4 KVA DEMAND AMPS: 359.5 AMPS PERCENT IMBALANCE: 1.3 PANEL EQUIPMENT: EQUIPMENT GROUND BUS, SUB -FEED LUGS GENERALNOTES I. ELECTRICAL SERVICE RISER APPROVED UNDER A PREVIOUS PERMIT. EQUIPMENT ALREADY PURCHASED AND WILL BE INSTALLED DURING THIS PERMIT. SHOWN HERE FOR REFERENCE. Name: LB MAIN LUGS: 200 AMPS Status: EXISTING VOLTAGE: 208Y/120V AIC: 10 K AMPS FULLY RATED Project Name: ICE MAN _ PHASE: 3 MOUNTING: SURFACE Project Number: 14601 WIRE: 4 MANUFACTURER: SQUARED Fed From: PANEL LA SECTION: 1 N O C K 0.0 -, C C C N r T CIRCUIT DESCRIPTION 0 LOADIPHASE (KVA) CIRCUIT BREAKER LOADIPHASE (KVA) 0 K 0 0.0 1.00 1.00 0.0 0.0 1.00 D D CIRCUIT DESCRIPTION T T E S # '1.00 0.0 E E E A 6 C TRIP POLES POLF,> TNIP A e C -0 C) 0) # S '1 OFFICE RECEPTACLES- EXISTING z 20 1 " 2 30 -` '2 AIC CONDENSOR-EXIS'f1N0 4 ❑ 3 OFFICE RECEPTACLES -EXISTING ':: ;- ;, 20 5 OFFICE RECEPTACLES - EXISTING CPH, Inc. 20 1 F"' 0 Licenses: 7 MICROWAVE -EXISTING Arch. Lic. No. AA2600926 ° 2 4 5 AIR HANDLER -EXISTING _ : - _ 20 1..: I 20 1 20 1 1"" 0 9 REFRIGERATOR- EXIS IING - 1 20 :; _- 1 2U :< - SPARE- EXISTING '10 FIRE PANEL - EXISTING 12 0 11 KITCHEN GTI - EX13 HNG D:f 13 WAREHOUSE RECEPTACLES - EXISTING.: IJ »•+ns 20 1 1 20? FANRIGHT-EXISTING 14 15 OFFICE RECEPTACLES -EXISTING WO .. 20 1 1 20 ".,,: FRONT FAN MIDDLE- EXISTING 16 _ 17 WAREFIUUSE[tECEPTAGLES-EXISTING __• flh __ .s 20 1 - 1 20 FRONT FAN RIGHT - EXISTING 14 FRONT FAN LEFT - EXISTING 20 19 OFFICE LIC11fINC-EXISTING ( '� a 20 1 '• 20 1 1 20:--- �-,; . u 3 40 1�? 1 >;,° -- = 21 WAREHOUSE LIGHTING -EXISTING -] 22 FORK LIFE CFIAkCEFi-EXISTING 24 SPACEEXISTING28 23 WAREHOUSE LIGHTING -EXISTING [ : 20 '1 25 � HIRE BELL - EXISTING � 20 27 FANLEFT- EXISTING LU 20 1 29 SPACE -EXISTING ... ; 11- I_ dw SPACE -EXISTING 30 31 SPACE - EXISTING I .....,..,, { •E: 1 .;„s 1 1 :.'. .;,;...... 'z 1 : - SPACE -EXISTING 32 SPACE - EXISTING 34 33 SPACE - EXISTING ••`�"'`' ;; 7:+:uawaWnuau�- 35 SPACE- EXISTING z r SPACE -EXISTING 36 31 SPACE - EXIS[INC J SPACE -EXISTING 38 30 SPACE-EXISTING SPACE -EXISTING 40 41 SPACE -EXISTING •w, .......:.. i , 1 1� - .[' ..... .:. .... ..:...: SPACE -EXISTING 42 UGFmNG(L) RECEPTACLES (R) LARGESTMOTOR(M) ALL OTHER MOTORS (M) HEATING(H) COOLING (C) OTHER (0) WATER HEATERS (W) DRYERS (D) PER NEC ARTICLE 220 KITCHEN (K) CONN. LOAD (KVA) ADJUST. FACTOR DEMAND FACTOR DEMAND (KVA) TOTAL CONNECTED LOAD: 19.3 KVA TOTAL DEMAND LOAD: 19.3 KVA (BASED ON FPL 1 -YEAR PEAK DEMAND LOAD) DEMAND AMPS: 63.6 AMPS PERCENT IMBALANCE: 0.0 PANEL EQUIPMENT: EQUIPMENT GROUND BUS 0.0 1.00 1.25 0,0 0.0 -, NEC 0.0 0.0 'IAO 1.25 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 U10 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.25 0.0 0.0 1.0U '1.00 0.0 0.0 1.00 1.00 0.0 RISER MDP LA LB www.cphcorp.com A Fu// Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas QU + r �` e �V r• �� s W so_ < ± m _•�� z F- ®®� eve+°+�(^^++ 1119 C: 0 .j a� ry �laQa `° Qa Z LL 0- F- I- r `' <t <C (D 0 N r Q1 -0 C) 0) 0)© •� L_ Q� 00 a T i� ) N ❑ ❑ U Q to ❑ Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph. 407.322.6841 Licenses: Eng- C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. C�'�I1 W W Z 0® LL 0 D:f IJ w WO Ce-- Z c'y®gJ Q��^^ ( '� = V! ('�/'•--� -] Z F J LU F_ 11- I_ ® I 6 e� z J z Sheet No. C�'�I1 STRUCTURAL GENERAL NOTES: ABBREVIATIONS A f'r F;P�tI i' i'i li6.D cal iALI. BE C;ONSTRUPD •I.O SE A LICENSE TO PF OCEEC) 011 I' I '(F!E WORK AND NOT AS AUTI•IORITY TO V101 -ATE, CANCEL, ALTER OR SFT A S10E ANY OF THE PROVISIONS OF TFIE TECH.NJCAL CODES, NOR S1­1ALL ISSUANCE OFA PERMIT PREVENT THE 131-M.D!NG OFFICIAL FROM THEREAFTER RE -01 JIBING A CORRECTION OF ERROK3 IN PLANS, CONSTRUCTION OR VIOIJ (IONS OF TIIIS CODE • MJp/!/W-cphcorp.com A leu// Service # NUMBER Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors K. KIP • Florida DESIGN AND LOADING SPECIAL INSPECTIONS & AND " xx%J111111.1//1' • CrJ c� 1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 110 OFAT � ae� vJ' ••� ® C 0 L STEEL ANGLE 1. THE STRUCTURAL DESIGN OF THIS BUILDING WAS BASED ON THE DESIGN CRITERIA: FBC 2014 AND THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO @ LGTH. LENGTH A. BUILDING CODE: FLORIDA BUIILDING CODE 2017 EDITION. PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER A.B. ANCHOR BOLTS B. FLOOR: SECTION 1704, THE FOLLOWING AREAS OF WORK REQUIRE SPECIAL INSPECTIONS IN LT. GA. LIGHT GAUGE A.C.I AMERICAN CONCRETE INSTITUTE LIVE LOAD: 100 PSF ACCORDANCE WITH THE LISTED 2015 IBC SECTIONS/LOCATIONS: rY MAT. MATERIAL C. ROOF: A.LS.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION a� LIVE LOAD: 20 PSF A. SOILS - SECTION 1705.6 PER TABLE 1705.6. A.LS.I. AMERICAN IRON AND STEEL INSTITUTE MAX. MAXIMUM <<1<<<1<< DEAD LVAD: 20 PSF MB1 (1,2,...) MASONRY BEAM SCHEDULE MARK z D. WIND: B. CONCRETE - SECTION 1705.3 PER TABLE 1704.4. A.W.S. AMERICAN WELDING SOCIETY C. STEEL - SECTION 1705.2 PER TABLE 1704.3. MC1 (1,2,...) MASONRY COLUMN SCHEDULE MARK CV BASIC WIND SPEED. 110 MPH (3 -SECOND GUST ALT. ALTERNATE ULTIMATE WIND SPEED: 142 MPH (3 SECOND GUST) 70 -0 0 MECH. MECHANICAL ALUM. ALUMINUM U 0 CL BUILDING OCCUPANCY CATEGORY: 11 MISCELLANEOUS 2, MFR. MANUFACTURER Q WIND EXPOSURE: G ARCH. ARCHITECTURAL Plans PRESSURES PER ASCE7-10 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS TO BE CHECKED AGAINST ARCHITECTURAL, By: MIN. MINIMUM MECHANICAL AND ELECTRICAL DRAWINGS BY THE GENERAL CONTRACTOR AND ANY B1 (1,2,...) BEAM SCHEDULE MARK 500 West Fulton St. E. INSULATED CEILING PANELS: 2.72 PSF DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY . BETW/ BETWEEN MISC. MISCELLANEOUS Lndscp. Llc. No. LC0000298 CL LL N.I.C. NOT IN CONTRACT F. COOLERS: SEE PLAN 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP BLDG. BUILDING NOM. NOMINAL C M CL 0 DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE BLK. BLOCK W F- z 0 W 0 CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, �Z0LL LL N.T.S. NOT TO SCALE FOUNDATION NOTES AND FOR SAFE CONDITIONS ON THE JOB SITE. BM. BEAM NS NEAR SIDE 1. THE FOUNDATION DESIGN OF THIS BUILDING WAS BASED ON THE FOLLOWING CRITERIA: BOT. BOTTOM z I J 3. DO NOT SCALE THE DRAWINGS. Sheet No. S0011 NS/FS NEAR SIDE AND FAR SIDE A. THE ASSUMED BEARING CAPACITY WAS 2000 psf BRG. BEARING O.C. ON CENTER B. ANY FILL REQUIRED BELOW SLABS ON GRADE OR FOOTINGS SHALL BE COMPACTED C STEEL CHANNEL O.D. OUTSIDE DIAMETER TO 95% PROCTOR MODIFIED. C.F. CUBIC FEET OPG. OPENING 2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER OF RECORD IMMEDIATELY CONCRETE BLOCK JOINT REINFORCEMENT: C.I.P. CAST IN PLACE IN THE EVENT THAT THE SOILS CONDITIONS ENCOUNTERED VARY FROM THOSE SHOWN G.L. CENTER LINE P.S.F. POUNDS PER SQUARE FOOT ON THE BORING LOGS. ALL CONCRETE BLOCK WALLS TO RECEIVE THE FOLLOWING JOINT REINFORCEMENT: P.S.I. POUNDS PER SQUARE INCH LADDER OR TRUSS TYPE JOINT REINFORCING WITH SIDE AND CROSS RODS WITH WIRE SIZE (W2.8 OR C.M.U. CONCRETE MASONRY UNIT 3. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A SOILS TESTING LABORATORY 3/16" DIA.) SPACED 16" O.C. VERTICALLY. (HOHMANN & BARNARD 220 "SUPER HEAVY DUTY" OR EQUAL) G.Y. CUBIC YARD P.T. PRESSURE TREATED PRIOR TO PLACEMENT OF CONCRETE. SIMILAR FOR CONCRETE BRICK PRODUCTS. P/C PRECAST ALL MULTI-WYTHE WALLS USE LADDER REINFORCING @ 16" O.C. TO TIE WYTHES TOGETHER WITH WIRE C1 (2,3,...) STEEL COLUMN SCHEDULE MARK P/C PRECAST CONCRETE CONCRETE AND REINFORCING SIZE (W2.8 OR 3/16" DIA. - USE HOHMANN & BERNARD 240 LADDER MESH TWIN). CB1 (2,3,...) CONCRETE BEAM SCHEDULE MARK PAR. PARALLEL 1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE CC1 (2,3,...) CONCRETE COLUMN SCHEDULE MARK PL. PLATE BUILDING CODE" (ACI 318) AND WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CJ CONTROL OR CONSTRUCTION JOINT - BUILDINGS" (ACI 301) LATEST EDITIONS. CLR CLEAR PLY. PLYWOOD REQUIRED SPECIAL INSPECTIONS . PREFAB_ PREFABRICATED 2. ALL NORMAL WEIGHT CONCRETE (145 PCF) SHALL OBTAIN A MINIMUM 28 DAY (BY TESTING AGENCY) COL. COLUMN R.D. ROOF DRAIN COMPRESSIVE STRENGTH OF: In addition to the special inspections required by Section 1704 & 1707 of the IBC 2015, the following CONC. CONCRETE REF. REFERENCE A. 3000 PSI FOR BEAMS, SLABS, RAMP AND STAIRS CONCRETE COLUMNS items require special inspection in accordance with Section 1704.2 of the CONN. CONNECTION Ohio Building Code. REINF. REINFORCEMENT CONST. CONSTRUCTION REQUIRED 3. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL BE AIR ENTRAINED ASREAD. CONT. CONTINUOUS RECOMMENDED BY ACI 318. REQMTS. REQUIREMENTS ITEM SECTION CONTR. CONTRACTOR ROOF 4. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED IN CHAPTER 16 OFRF. DEPT. DEPARTMENT - ACI -301. INSPECTION OF FABRICATORS S.F. SQUARE FEET • VERIFY FABRICATION/QUALITY CONTROL PROCEDURES 1704.2.5 DIA. DIAMETER(S) S.S. STAINLESS STEEL 5. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO DIM. DIMENSION ASTM A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL STEEL CONSTRUCTION SCHDL. SCHEDULE REINFORCING AND ACCESSORIES SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH • STRUCTURAL STEEL 1705.2.1 DIST. DISTANCE SECT. SECTION ACI STANDARD 315 AND 315R. • COLD FORMED STEEL DECK 1705.2.2 DN. DOWN • OPEN WE STEEL JOIST AND JOIST GIRDERS 1705,2.3 SPG STANDARD PIPE COLUMN 6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS . COLD FORMED STEEL TRUSS 1705.2.4 DR. DRAIN SPECS. SPECIFICATIONS SHOWN ON THE PLANS AND DETAILS. PLASTIC COATED ACCESSORIES SHALL BE USED DTL. DETAIL IN ALL EXPOSED CONCRETE WORK. CONCRETE CONSTRUCTION DWG. DRAWING STD. STANDARD • REINFORCING STEEL INSTALLATION TABLE 1705.3 STI. STEEL 7. THE GENERAL CONTRACTOR SHALL CHECK WITH ARCHITECTURAL, MECHANICAL AND • CAST -IN PLACE ANCHOR BOLTS TABLE 1705.3 E.F. EACH FACE ELECTRICAL DRAWINGS AND THE SUB -CONTRACTORS FOR OPENINGS, SLEEVES, ANCHORS, • VERIFY DESIGN MIX TABLE 1705.3 E.W. EACH WAY STR. STRUCTURAL HANGERS, INSERTS, SLAB DEPRESSIONS AND OTHER ITEMS RELATED TO THE CONCRETE • FRESH CONCRETE SAMPLING TABLE 1705.3 SYM. SYMMETRICAL WORK AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. • CONCRETE PLACEMENT TABLE 1705.3 EA. EACH T&B TOP AND BOTTOM • CONCRETE CURING OPERATIONS TABLE 1705.3 EJ EXPANSION JOINT 3. ALL WELDING ELECTRODES SHALL BE E70 -XX. ALL SHOP AND FIELD WELDING SHALL • EVALUATION OF CONCRETE STRENGTH TABLE 1705.3 T&G TONGUE & GROOVE EL. ELEVATION BE MADE IN ACCORDANCE WITH A.W.S. D1.1 "CODE FOR WELDING IN BUILDING SOILS T/ TOP OF.... CONSTRUCTION" AND SHALL BE MADE BY CERTIFIED WELDERS. • VERIFY MATERIALS BELOW ARE ADEQUATE TO ACHIEVE DESIGN ELEC. ELECTRICAL T/BM TOP OF BEAM BEARING CAPACITY. TABLE 1705.6 ENGR. ENGINEER STRUCTURAL STEEL • VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND EQ. SP. EQUAL SPACED T/CB TOP OF CONCRETE BEAM 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE HAVE REACHED PROPER MATERIAL. TABLE 1705.6 T/FTG TOP OF FOOTING WITH THE AISC "STEEL CONSTRUCTION MANUAL", 14TH EDITION. • PERFORM CLASSIFICATION AND TESTING OF CONTROLLED EXIST. EXISTING T/SLAB TOP OF SLAB FILL MATERIALS. TABLE 1705.6 EXP. EXPANSION 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: • VERIFY SITE PREPARATION WITH SOILS REPORT TABLE 1705.6 T/STL TOP OF STEEL A. ANCHOR RODS F1554, GRADE 36 • VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT EXT. EXTERIOR Tn-B TOP OF TIE BEAM B. HIGH STRENGTH STRUCTURAL BOLTS A325 -N U.N.O. THICKNESS DURING PLACEMENT AND COMPACTION OF F.D. FLOOR DRAIN C. STRUCTURAL SHAPES (W) A992 CONTROLLED FILL. TABLE 1705.6 T131 (1,2,...) CONCRETE TIE BEAM SCHEDULE MARK F1 (2,3,...) FOOTING SCHEDULE MARK D. STRUCTURAL SHAPES (M, S, C, MG, PLATES A36 TDS1 (2,3,...) TURNED DOWN SLAB SCHEDULE MARK E. STRUCTURAL SHAPES (HP) A572 REQUIRED SPECIAL INSPECTIONS NOTES: FIN. FLR. FINISHED FLOOR THK. THICK F. STRUCTURAL TUBING (HSS) A500 GRADE B 1. REFER TO PROJECT SPECIFICATION FOR ADDITIONAL QUALITY CONTROL/ QUALITY ASSURANCE FIN. GR. FINISHED GRADE G. STRUCTURAL ANGLES A36 REQUIREMENTS. FLR. FLOOR TS TUBE STEEL TSI (2,3,...) THICKENED SLAB SCHEDULE MARK 3. ALL WELDING ELECTRODES SHALL BE E70 -XX. ALL SHOP AND FIELD WELDING SHALL 2. GENERAL CONTACTOR SHALL COORDINATE ANY ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FND. FOUNDATION BE MADE IN ACCORDANCE WITH A.W.S. DIA "CODE FOR WELDING IN BUILDING WITH OWNER AND APPLICABLE BUILDING AUTHORITIES. FRMG. FRAMING TYP. TYPICAL CONSTRUCTION" AND SHALL BE MADE BY CERTIFIED WELDERS. U.N.O. UNLESS NOTED OTHERWISE FS FAR SIDE VERT. VERTICAL LIGHT GAGE METAL FRAMING FT. FEET OR FOOT 1. 16 GA. AND HEAVIER STUDS SHALL HAVE A MINIMUM YIELD STRESS OF 50,000 PSI. W STEEL BEAM FTG. FOOTING 18 GA. AND LIGHTER STUDS AND TRACKS SHALL HAVE A MINIMUM YIELD STRESS OF 33,000 PSI. W.P. WORKING POINT GA. GAUGE W/ WITH 2. STUDS AND TRACKS SHALL BE 18 GA. MINIMUM U.N.O. THEY SHALL BE MANUFACTURED GALV. GALVANIZED W/O WITHOUT BY DIETRICH INDUSTRIES, INC. OR APPROVED EQUAL. HOR. HORIZONTAL WD. WOOD 3. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL HT. HEIGHT WF1 (1,2,...) STRIP FOOTING SCHEDULE MARK OPENINGS I.D. INNER DIAMETER UNLESS OTHERWISE NOTED_ WELD STUDS TO EACH OTHER WITH 1 1/2" LONG 1/8" WWF WELDED WIRE FABRIC FILLET WELDS AT 12" O.C. EACH SIDE. PROVIDE STUD TRACK AT EACH HEAD AND IN. INCH (ES) XSPC EXTRA STRONG PIPE COLUMN SILL. INT. INTERIOR r? XXSPC DOUBLE EXTRA STRONG PIPE COLUMN t- 4. REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO FOUNDATION, JST. JOIST FLOOR OR ROOF. YD. YARD JT. JOINT r o SHOP DRAWINGS r 1. SHOP DRAWING SUBMITTALS SHALL CONSIST OF A MINIMUM TWO (2) OF REPRODUCIBL ES CL OF EACH DRAWING. SYMBOLS p MB 1 3 2. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR TO VERIFY THAT SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO ARCHITECT/ENGINEER. M SECTION NUMBER 3. SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: WHERE CUT 4 TWGWIE� WHERE SHOWN I- A. CONCRETE MIX DESIGN DB. FOUNDATION REINFORCING BARS C. STRUCTURAL STEEL X SECTION CUT:WALL vii WC WS SECTION MARK v !! Q v WC W ;>>: o DETAIL BUBBLE: ( T/SLAB ELEVATION MARK: V-0.1 Z3 L (0 N 2 ELEVATION X' �Q MARK: S3 WS L CENTERLINE OF COLUMN: d' NORTH ARROW: A f'r F;P�tI i' i'i li6.D cal iALI. BE C;ONSTRUPD •I.O SE A LICENSE TO PF OCEEC) 011 I' I '(F!E WORK AND NOT AS AUTI•IORITY TO V101 -ATE, CANCEL, ALTER OR SFT A S10E ANY OF THE PROVISIONS OF TFIE TECH.NJCAL CODES, NOR S1­1ALL ISSUANCE OFA PERMIT PREVENT THE 131-M.D!NG OFFICIAL FROM THEREAFTER RE -01 JIBING A CORRECTION OF ERROK3 IN PLANS, CONSTRUCTION OR VIOIJ (IONS OF TIIIS CODE • MJp/!/W-cphcorp.com A leu// Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas " xx%J111111.1//1' • CrJ c� W �o Q: Q W � ae� vJ' ••� ® C 0 Af `fir 0 q) rY a� <<1<<<1<< z u Q LTJLO CV � 70 -0 0 a) U 0 CL 7 2, Cl U Q Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. G.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Llc. No. LC0000298 CL LL V LLQ z A!W C M CL 0 0 � �Z LW 0 W F- z 0 W 0 �® �Z0LL LL F_ j 0 z I J z Sheet No. S0011 01 G H K L 100'-0", (V.I.F.) 25'-0" (V.I.F.) 25'-0" (V.I.F.) 25'-0" (V.I.F.) 25'-0" (V.I.F.) 13'-3" (V.I.F.) I.F.) 11'-0" (V.I.F.) 3'-8" (V.I.F —. I , � I , , I ( I , I .A Fig'// Service , I , , TYPE DESIGNATION: F = FILLED WITH GROUT / U = UNFILLED NUMBER OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F8-1B/1T NOMINAL HEIGHT '- NUMBER OF #5 REBAR NOMINAL WIDTH AT TOP I I I 1 I I I I I I I I I � I I I I I I I I � I I #5 REBAR AT TOP MIN. (1) REQ'D. — 1 z -� - - — CLR. GROUT u T. #5 REBAR AT BOTTOM OF 'e..... LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH I ^%TwR4ETE_v LINTEL SCHEDULE f MARK TYPE ALLOWABLE LOADS (Ibs./ft.) COMMENTS L1 8F8-1B/1T 1,016 Ib/ft UP TO 4'-0" ROUGH OPENING PRECAST LINTEL, PROVIDE 8" END BEARING EA SIDE STRUCTURAL DEMOLITION PLAN D1.0 SCALE: 1/8" = V-0" DEMOLITION KEY NOTES (1 ) EXISTING CONCRETE SLAB TO BE REMOVED. EXISTING PARTIAL WALL TO BE REMOVED. REFER TO DETAIL 2&3/SD1.0. DEMOLITION LEGEND EXISTING WALL TO REMAIN EXISTING PARTIAL WALL AREA T TO BE DEMOLISHED - =' EXISTING CONCRETE SLAB AREA TO BE DEMOLISHED a LL; 00 2 LL_ _c G a CV EXISTING WALL DEMOLITION 1/411 /4" = 1'-0" DEMOLITION NOTES A. THE INTENT OF THE DEMOLITION PLANS IS TO SHOW THE GENERAL NATURE OF THE DEMOLITION SCOPE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VISITING THE JOB SITE AND VERIFYING THE EXISTING CONDITION. THE GENERAL CONTRACTOR SHOULD NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. B. COORDINATE AND VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. THESE ITEMS MAY INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: 1 ) GENERATOR FUEL LINES 2) GENERATOR POWER SUPPLY CONDUITS AND WIRING. 3) GENERATOR SWITCH CONDUITS AND WIRING. C. GENERAL CONTRACTOR IS TO MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE OF THE SCOPE OF WORK BY PROVIDING PLASTIC SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENT DUST MIGRATION. D. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. TAKE CARE NOT TO ENCROACH ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK. PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC. WHICH ARE TO REMAIN. E. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPIED OR USED FACILITIES. COMPLY WITH LOCAL JURISDICTION REQUIREMENTS FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. F. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REQUIREMENTS. G. THE ENGINEER HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. THE CONTRACTOR SHALL IMMEDIATELY ISOLATE THE AFFECTED AREA IF ASBESTOS OR OTHER HAZARDOUS MATERIAL ARE DISCOVERED DURING CONSTRUCTION. NOTIFY OWNER FOR FURTHER INSTRUCTION BEFORE PROCEEDING WITH OTHER WORK. H. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 1. SCHEDULE ALL SERVICE SHUT-DOWN(S) WITH THE OWNER. NOTIFY OWNER A MINIMUM TIME OF ONE (1) WEEK AND ADDITIONALLY ONE (1) HOUR PRIOR TO SHUT-DOWN(S). J. REMOVE ALL ABANDONED ANCHOR BOLTS & EMBEDDED ITEMS IN CONCRETE FLOORS THAT PROTRUDE ABOVE THE CONCRETE FLOOR SURFACE. SD1.0 SD1.0 KAY PLAN N C� SCALE: N.T.S. � PRECAST LINTEL (1) #5 HORIZONTAL CONT. ... _..._ PF:O;VIPF HQLES IN BOTT OF ('RECASLINTEL TO ALLOW - i --�--- ----PASSAGTE-O VERTICAL STEEL 2 #� 1 _ .... ....... _._._......___... \ / _........ .... _...._..1.._._.._(.� OPENV RTICAL -BARS (A706) .... _..... .__-.........._..........__....._...._. -EPO Y-EMB�DDED INTO EXISTING STRU ____I--_.CTURE (DOWELS) - ... - .... -........ ............ / \ _ 1 _-T _ -- i_- =I— NEW ROUGH `r OPENING (V.I.F) 8" REF. ARCH DWGS. 8" STRUCTURAL WALL REINFORCEMENT 1/411 /4" = 1'-0" WALL OPENINGS DEMOLITION NOTES: 1- PROVIDE (2) #5 REBAR A706 AT EDGES OF OPENINGS W/ NON SHRINK, NON METALLIC MORTAR F'C=5000 PSI 2- PROVIDE 8" MINIMUM BEARING ON BOTH SIDES. 3- EMBED VERTICAL REBARS INTO EXISTING FOOTING OR WALL TO REMAIN (DOWELS) W/ HILT[ HIT RE 500 V3 EPDXY 4" MIN. 4- COORDINATE LOCATION OF MASONRY WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. PRE -CAST LINTEL REF.SCHEDULE (2) #5 REBAR AT EDGES OF OPENINGS W/ NON -SHRINK, NON METALLIC MORTAR F'C=5000 PSI 4 TYPICAL DEAD DETAIL SD1.o 1" — 1'-0" i www.cphcorp.com .A Fig'// Service A & E Firm Architects Engineers K. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION M/E/P Planners TO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUST Surveyors Traffic / Transportation PARTITIONS & ASSOCIATED MATERIALS USED DURING THE • Florida • Puerto Rico DEMOLITION. CLEAN ALL AREAS IMPACTED BY THE • Maryland • Texas DEMOLITION, INCLUDING BUT NOT LIMITED TO, ADJACENT ,� <\ \1 OCCUPIED AREAS AND AREAS NOT WITHIN THE SCOPE OF ......s W N WORK. N L. ABANDONING ITEMS OR UNUSED UTILITIES IN PLACE IS STRICTLY PROHIBITED, UNLESS SPECIFICALLY PERMITTED BY 7O THE OWNER. M. PATCH/ PAINT[ FINISHES: TAPE, PATCH, SAND SMOOTH, AND PAINT ALL EXISTING INTERIOR WALLS WHERE DAMAGED TO UPGRADE TO CLIENT -ACCEPTED CONDITION. ALL ADJACENT EXISTING a In FINISHES DAMAGED OR AFFECTED BY DEMOLITION OR CONSTRUCTION OF NEW AREAS IN SCOPE OF WORK SHALL BE PATCHED AND REPAIRED TO MEET CLIENT SATISFACTION. r- 0 N. COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS FOR DEMOLITION. O. EXISTING STEEL SHALL BE TREATED FOR CORROSION WHERE VISIBLE SIGNS OF CORROSION EXIST. P. THE CONTRACTOR SHALL TAKE CARE WHEN REMOVING EXISTING MASONRY WALLS AND CONCRETE AT LOCATIONS WHERE ROOF JOISTS, BRIDGING AND BRACING PASS THROUGH THE EXISTING MASONRY WALLS AND CONCRETE. THE USE OF SAW CUTTING AND CY_ HAND TOOLS MUST BE USED TO PREVENT DAMAGE TO EXISTING ROOF FRAMING. Q. REFER TO ARCH AND PLUMBING PLANS FOR SLAB REMOVAL LOCATIONS. R. REFER TO ARCH DAWINGS FOR WALL REMOVAL AND WALL IN -FILL M LOCATIONS. PRECAST LINTEL (1) #5 HORIZONTAL CONT. ... _..._ PF:O;VIPF HQLES IN BOTT OF ('RECASLINTEL TO ALLOW - i --�--- ----PASSAGTE-O VERTICAL STEEL 2 #� 1 _ .... ....... _._._......___... \ / _........ .... _...._..1.._._.._(.� OPENV RTICAL -BARS (A706) .... _..... .__-.........._..........__....._...._. -EPO Y-EMB�DDED INTO EXISTING STRU ____I--_.CTURE (DOWELS) - ... - .... -........ ............ / \ _ 1 _-T _ -- i_- =I— NEW ROUGH `r OPENING (V.I.F) 8" REF. ARCH DWGS. 8" STRUCTURAL WALL REINFORCEMENT 1/411 /4" = 1'-0" WALL OPENINGS DEMOLITION NOTES: 1- PROVIDE (2) #5 REBAR A706 AT EDGES OF OPENINGS W/ NON SHRINK, NON METALLIC MORTAR F'C=5000 PSI 2- PROVIDE 8" MINIMUM BEARING ON BOTH SIDES. 3- EMBED VERTICAL REBARS INTO EXISTING FOOTING OR WALL TO REMAIN (DOWELS) W/ HILT[ HIT RE 500 V3 EPDXY 4" MIN. 4- COORDINATE LOCATION OF MASONRY WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. PRE -CAST LINTEL REF.SCHEDULE (2) #5 REBAR AT EDGES OF OPENINGS W/ NON -SHRINK, NON METALLIC MORTAR F'C=5000 PSI 4 TYPICAL DEAD DETAIL SD1.o 1" — 1'-0" i www.cphcorp.com .A Fig'// Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas X%%J1111111111' ,� <\ \1 co CD ......s W N LL N j� O P N 7O c-9 OP��a�s��svi fix a In r- 0 CY_ - M Z6 t¢ 0 W 4 LO d W C c� 0 ai o Z co 75 -0 N Plans Prepared By: CPH, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch, Lie. No. AA2600926 Lndscp. Lie. No. L C0000298 1� re z 0 0 LU z 0 a OILL www® ® Ill z0 w ® � Z ® LL. V C0 V < LU z LL W J O t=- o� o z W J z Sheet No. SAF I'm a Ij G H K _ F.F.ELEV. - —� RE: PLAN---- t� z_ o> U c� J COL C GROUP 10.1 EXISTING COLUMN FOOTING (V.I.F.) s COLUMN ATTACHMENT TO EXISITNG THICKENED SLAB S1.1 SCALE: 3/4"= V-0" 4" F.F.ELEV. _ RE: PLAN e 10 MIL VAPOR BARRIER (4)#5 CONT. — #5@12"O.C. — I FOUNDATION PLAN N (,4 1'-0" L CD u STL. COLUMN REF. SCHED. BASE PLATE NOA (BPI) NON SHRINK NON-METALLIC GROUT EPDXY EMBEDDED 4" MIN. #4@12"O.C. 4" 7 4 - d 4 a�// 4 6" 3'110" 6" I 4 THICKENED SLAB DETAIL S1.1 SCALE: 3/4" = 1'-0" U COL KEY PLAN N C SCALE: N.T.S. � NOTE: FOR STEEL FRAMING REFER TO 1/S2.1 51.1 .Ao. .a»»> i II y I,I ; le S1.'I 51.1 I 1• ___. _ .......� .. ...... ................ \ .,..... ... _... ............ »»»»»>»»------ ........ »»»»»»» 2 ROLL -UP DOOR FRAMING ELEVATION S1.1 SCALE: 1/2" = 1'-0" FOOTING SCHEDULE MARK I WIDTH LENGTH DEPTH I REINFORCING F3 T-0" 3'-0" 12 j SEE DETAIL 4/S1.1 STEEL COLUMN SCHEDULE MARK SHAPE BASE PLATE ANCHOR BOLTS "B" „N„ "t" QUANTITY SIZE "L" SCI HSS 4X4X1/4 10" 10" 1/2" (4) SEE NOTE NO.1 SC2 F1 HSS 4X4X1/4 N/A N/A N/A N/A N/A BASE PLATE NOTE ISI BASE PLATE BPI 1 ATTACH NEW COLUMNS TO THE EXISTING CONCRETE STRUCTURE W/ 3/4" DIA. HILTI KWIK BOLT III EXPANSION ANCHORS W/ 5-5/8" MIN. EMBED. www.cphcorp,com A hili// Bernice A & EFrm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas Co ♦♦•♦ LL 2 P ♦ •!-� p 0 F- ♦ w 011 0 �1J1�J�N1`1Z a�// te LCL O W U¢ o u� O 7 — LO 04 '- wZ 2 ami . m ,Y 5 7 L_ a; 0 z o rn CL 0 CL(6 0 +� tt N oo���o2o W 0 w Plans Prepared By: z 0 CPH, Inc. ® LL Q 500 West Fulton 5t. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Lic. No. L.00000298 Sheet No. S 1AW > a�// te LCL O 0 wZ 2 w® CL 0 - CL Cy 0 W 0 w >w z 0 (D ® LL Q = e Z Z Q Q F w 0 <0 Q U z Q z Sheet No. S 1AW > F G H J K 25'-0" (V.I.F.) 25'-0" (V.I.F.) 25'-0- (V.I.F.) 25'-0" (V.I.F.) 1-1 "— 3-7 9 TYP. 9 52.1 52.1 TYP. ''"-3"�1'-6" 52.1 S2.1 ------------------------ — ---O U ---------------------------- --- - -- - ----------------- ------------------ ----------------- Zt N ----------------------------------- ----------------------------- -- - ------------- ----------------- SG2 \ SC2 _ a SC2 ---------------------------- SC2 -- SG2-------------------- ---- — — ------------------ -------------- ------------ - - C) Wt=84 LBS -- - 6------------� - --------------- �---------------- - ----- ---- — -- ---------------- ---- -- ------ cn - ------------ --- ----------------- -------------- --- Wt=234 LBS F- F - - - -- ------ --------------------------------------- - ----------------- Y � ---------------- --- ------ 2- -- --------------------------- - -- -------- ----Q ----------------- ----------------- �---------------- - 1 - -- —52.1 32.1-- ------------ --- �pCbC�^EpR��nl - -- ----------------------------- --------------- Q- ----------------- Lo --------------------- -------------- ---F- --------- -Ma)W �1W 2 --- - - ------------N ----------- N G- ------------- --- p7- ---------------- CD o� - -- -- ----- -- -- - `�------- --1,1 CD- ---- — - - - - ------------- --- ---- ------------ If ------------ ----- -- ---- - - COOLER UNIT Wt --84 LBS REF. ARCH DWGS SC`L-------------------- ------ -- --- ------------------------- SC2 SC2_ SC2 r- _ H554X4 14 @ 21'-0" ------ ,SC2 N SC2 III 9 <r - I SC2 I SC2 III I I I I I EXISTING- STL. BEAM --- -----_ cn A lour/ service A & E Firm X N U - `' f, --- ------------ u ----�3 o ----- Wt=280 LBS I -- --d4.= Offices in: • Florida BOTH SIDES @ EACH Connecticut ® Maryland STUB COLUMN LOCATION 00 SC2 III 9 <r - I SC2 I SC2 III I I I I I EXISTING- STL. BEAM --- -----_ " A lour/ service A & E Firm SIM. N U - `' f, --- ------------ ------ ---- ----�3 o ----- Wt=280 LBS I -- --d4.= Offices in: • Florida BOTH SIDES @ EACH Connecticut ® Maryland STUB COLUMN LOCATION 00 rik T/STL. BEAM ELEV=21'-8" STL. BEAM U U t o o STL. BEAM REF. PLAN o o ; %%i ' J o o REF. PLAN Uj v•v°' O ` .WIIII T/CEILING PANEL SC2 m ---I - r Wt=280 LBS --------------- --- ---------- —1-- -1------------ ------------�- ' ----- SC2 --------------------- ---------- —--------------- ----------- ` •) --------- T1-91TYP. <1 JJ� �l !l z Wt=280 LBS cnO < Q ------ —__ ;SC2 r-� I-0 I x L . SC2 ----- -------------------- W -- CC)O�EF� JT-PJIT - --- ----- --- ------------- -------------- ---------- ----- - I I --------------------- -------------- ---------- Wt=280 LBS I ---------- --- ----- - I I __—__—__—__—__—__-.__ SG2 I I 3 52.1 52.1 ( I I I STL. BEAM REF. PLAN T/STL. BEAM ELEV=21'-8" T/STL. _COLUMN ELEV=VARIES (V.I.F.) _ A_T/CE:II-LING PANELSTL. COLUMN i 20=6" REF. PLAN STL. BEAM \ 1/4 REF. PLAN STIFFNER PLATES _ T/STL_. BEAM - - - - - - BOTH SIDES ELEV=21'-8" i ----------------- �.� +7 * - c- ---------- _ T/CEILING PANEL --------- ---- - =` �� = I --------- ELEV=20'-6" � I � � I � 60OS250-97 (50KSI) (TYP.) REF. PLAN (5) 0.145 PAF TO STEEL PLATE STAGGERED ON EACH SIDE ?S2.)1 SECTION SCALE: 3/4" = 1'-0" 1.. 1�'1�"1� 1�'Fi1„ FREEZER C PANEL BY C PL 6X8X4 @ WELDED TO STL. BEAM BOTTOM FLANGE. MTL. STUDS TO BE ATTACH W/(5) 0.145 PAF TO STEEL PLATE STAGGERED ON EACH SIDE Ua U X 4 CIDX 52.1 52.1 X S2.1 S2.1 _ SC2\i SC21 H884X4X1/4 @ 21'-0" ! 1 0V ! 1 ! - 1 ! 1 SC1 SIM. 7 H1 32.1 S2.1 I , G w X n I SC2 SECTION "A -A" 0 ROOF FRAMING PLAN 52.1 SCALE: 1/8" = V-0" ROOF FRAMING LEGEND W8X31 @ 21'-8" ---------- 60OS250-97 (50KSI) MTL. STUDS @ 24" O.C. STRUCTURAL FRAMING SUPPORT FOR FREEZER f EVAPORATOR UNIT. I I REFER TO DETAIL 5/S2.1 ! I 1 COOLER UNIT REF. ARCH DWGS 1/4 rik T/STL. BEAM IU ELEV=21'-8" r T/CEILING PANEL ELEV=20'-6" 3 SECTION 32.1 SCALE: 3/4" = V-0" EXISTING STL. BEAM (V.I.F.) STL. COLUMN REF. PLAN 8" STIFFNER PLATES BOTH SIDES @ EACH STUB COLUMN LOCATION STL. BEAM REF. PLAN N STL. PLATE CONNECTION 6003250-97 (50KS1) (TYP.) REF. PLAN FREEZER CEILING PANEL BY OTHERS T _ T/MTL. STUD _ ELEV=21'-0" T/CEILING PANEL ELEV=20'-6" L1 5 SECTION 52.1 SCALE: 3/4" =,F-0" i i i i i rik T/MTL. STUD _ ELEV=21'-0" T/CEILING PANE ELEV=20'-6" P1047 "U" SHAPE FITTING BY UNISTRUT OR EQUAL APPROVED P1000 12GA UNISTRUT REF. PLAN THREADED ROD BY OTHERS. CONNECT TO COOLER UNIT BELOW B CEILING PANELS ATTACHMENT BY OTHERS FREEZER CEILING PANEL BY OTHERS 60OS250-97 (50KSI) (TYP.) REF. PLAN 11047 "U" SHAPE FITTING ,Y UNISTRUT OR EQUAL ,PPROVED 1000 12GA UNISTRUT EF. PLAN SECTION MK'D "13-1" 52.1 SCALE: 3/4" = 1'-0" ODETAIL A -0" EXISTING STL. BEAN STL. COLI REF. PLA& STL. BEAN REF. PLAN T/STL. BEAM ELEV=21'-8" - - - STL. BEAN REF. PLAP STL. CC REF. PL ROLL -UI SEE AR, rik T/STL. BEAM _ ELEV=14'-4" STL. Pb BY OTHI 4 SECTION 52.1 SCALE: 3/4"= V-0" )03250-97 (50KSI) YP.) REF. PLAN rREEZER CEILING PANEL BY OTHERS DETAIL 1" = 1'-0" COL COL , I I LDED PL 3/8X6X6 W/ (4) 3"0 A STL. BEAM REF. PLAN STL. COLUP REF. PLAN 6003250-97 (TYP.) REF. KAY PLAN N C� SCALE: N.T.S. � �1 COL 7 SECTION 52.1 SCALE: 3/4" = V-0" 1/4 STL. COLUMN'/ REF. PLAN " A lour/ service A & E Firm Architects Engineers PL 3/8X6X6 A36 �4"O f, M/E/P W/ (4) A325 BOLTS Structural Surveyors 3" g STIFFNER PLATES Offices in: • Florida BOTH SIDES @ EACH Connecticut ® Maryland STUB COLUMN LOCATION 00 rik T/STL. BEAM ELEV=21'-8" STL. BEAM U U i f% // o o STL. BEAM REF. PLAN o o ; %%i ' J o o REF. PLAN Uj v•v°' O ` .WIIII T/CEILING PANEL m ELEV-20'-6" s SECTION MK'D "C -"C 52.1 SCALE: 3/4" = 1'-0" _ T/ST_L. BEAM ELEV=21'-8" T/CEILING PANEL _ ELEV=20'-6" FREEZER CE PANEL BY 01 PL 3/8X6X6 A W/ (4) 4'0 A3: 9 SECTION EXISTING STL. BEAM (V.I.F.) STL. PLATE CONNECTION 60OS250-97 (50KSI) (TYP.) REF. PLAN EXISTING ROUND STL. COLUMN FREEZER CEILING PANEL BY OTHERS nio www.cphcorp.com A lour/ service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico Connecticut ® Maryland • Texas 00 U, Le U) D Uj v•v°' O ` .WIIII m r <1 JJ� �l !l z u cnO < Q r-� I-0 r cv T j x U > O (3 o o n (� v [ U) o -0 N Plans Prepared By: CP1=1, Inc. 500 West Fulton St. Sanford, FI. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndsep. Lic. No. LC0000298 0- w Uj z w in �t oL a re LJL UJ , W z w z JZ U- 0 Uj Q I F� X a� z z Sheet No.