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HomeMy WebLinkAbout3710 W 1 St 17-3153 Site planSKY POWER SPORTS ARCHITECT: C4 ARCHITECTURE, LLC 135 WEST CENTRAL BLVD. SUITE 340 ORLANDO, FLORIDA 32801 PHONE: (407) 363-6136 CONTACT: CLARK STRANAHAN, NCARB, AIA EMAIL: CSTRANAHANCC4ARCHITECTURE.COM CONTRACTOR: 3710 WEST 1ST STREET SANFORD, FL 32771 ELECTRICAL ENGINEER: MCKEE CONSTRUCTION CO. 790 MONROE ROAD SANFORD, FL 32771 PHONE: (407) 323-1150 FAX: (407) 323-1150 CONTACT: JOE NICHOLAS EMAIL: JOECMCKEEGC.COM CIVIL ENGINEER: CIVIL CORP ENGINEERING, INC. 630 N WYMORE ROAD, SUITE 310 MAITLAND, FL 32751 (407) 516-0437 CONTACT: STEPHEN THOMAS ALLEN, PE STRUCTURAL: SCHUCHMANN STRUCTURAL ASSOCIATES, LLC 7560 RED BUG LAKE ROAD, SUITE 2020 OVIEDO, FL 32765 PHONE: (407) 542-1280 CONTACT: JONATHON SCHUCHMANN, P.E. EMAIL: JONS@SSA-ENGINEERS.COM MECHANICAL & PLUMBING: EIERMANN ENGINEERING, INC. 1015 WEBSTER AVENUE ORLANDO, FLORIDA 32804 PHONE: (407) 296-6991 FAX: (407) 296-7420 CONTACT: KEN EIERMANN, PE EMAIL: EEIENG@AOL.COM CLEAR ENGINEERING 13651 CRYSTAL RIVER DRIVE ORLANDO, FLORIDA 32828 PHONE: (407) 277-3431 FAX: (407) 536-5081 CONTACT: DARIUS ADAMS, PE EMAIL: DARIUS@CLEAR-ENGR.COM Q 0 W _ U I Iw I 13 I_IZ W 1ST STREET VICINITY MAP SCALE: N.T.S. it E D U { EXT. STORAGE (5,500 SF) i-1 OCCUPANC OCCUPANCY ` 11,345 SF) M OCCUPANCY CODE INFORMATION SHEET INDEX PROJECT SQUARE FOOTAGE: BUSINESS (B-11 OCCUPANCY ................................ = 1,345 SO. FT. STORAGE (S-1) OCCUPANCY ................................ = 7,173 SO. FT. MERCANTILE IMI OCCUPANCY ............................. = 18,011 SO. FT. TOTAL BUILDING S.F............................................... = 26,529 SO. FT. EXTERIOR STORAGE ................................................: 5,500 SO. FT. CONSTRUCTION TYPE: TYPE II -B - UNPROTECTED, SPRINKLERED (FBC) TYPE II (000) - UNPROTECTED, SPRINKLERED (NFPA) OCCUPANCY: S-1, B -BUSINESS PER FLORIDA BUILDING CODE, FIFTH EDITION (2014) NO SEPARATION REQUIRED PER TABLE 508.3.3. APPLICABLE BUILDING CODES: • FLORIDA BUILDING CODE, FIFTH EDITION (2014) • FLORIDA ENERGY CODE, FIFTH EDITION (2014) • FLORIDA MECHANICAL CODE, FIFTH EDITION (2014) • FLORIDA PLUMBING CODE, FIFTH EDITION (2014) • EXISTING BLDG. FLORIDA BUILDING CODE, FIFTH EDITION (2014) • FLORIDA ACCESSIBILITY CODE, FIFTH EDITION (2014) • FLORIDA FIRE PREVENTION CODE, FIFTH EDITION • 2011 NATIONAL ELECTRIC CODE • NFPA 101 LIFE SAFETY CODE, 2012 EDITION • 2010 NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS MUNICIPALITY: CITY OF SANFORD PARCEL ID 0: 16 -19 -30 -SAC -0000-094B PROPERTY DESCRIPTION: BEG 165.82 FT S OF NE COR OF LOT 94 RUN W 267.28 FT S 518.13 FT E 8.19 FT NELY ALONG CURVE 259.17 FT TO PT S OF BEG N TO BEG ST JOSEPHS PB 1 PG 114 BID ALTERNATES: BID AH FOR PBR ROOF WITH ICYNENE INSULATION NOTES: ROOF STRUCTURE IS NOT LIGHT GAUGE METAL FRAMING. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY COMPONENTS FOR THE PROPER OPERATION OF ALL SPECIFIED SYSTEMS, REGARDLESS OF WHETHER THOSE COMPONENTS ARE SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL ALSO VERIFY THAT SPECIFIED COMPONENTS ARE COMPATIBLE WITH OTHERS WITHIN THE SAME SYSTEM AND WITH THE SYSTEM ITSELF. PROJECT NO.: 17002 DATE: 10/16/17 Q1 PERMIT COMMENTS AND OWNER REVISIONS - 12/11/17 Q2 OWNER REVISIONS - 5/3/18 OFFICE SANF0R7 BULQING DI>>ISIQN I,, PERMIT ISSUED SHALL BE CONSTRUED TO BE A (II LICENSE TO PROCEED WITH THE WORK .AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ;(IDES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER FiEOU!RING A CORRECTION OF ERRORS IN PLANS. CONSTRUCT'F _, ;-COAPON- OF THIS CODE fV KEY PLAN SCALE: N.T.S. 0 PERMIT REVISION ARCHITECTURAL COVER SHEET • 2 4/27/18 A100 ARCHITECTURAL SITE PLAN 10/16/17 10/16/17 A101 DUMPSTER ENCLOSURE DETAILS 10/16/17 A200 LIFE SAFETY PLANS • 2 4/27/18 A201 OVERALL FLOOR PLAN 1 12/11/17 A202 ENLARGED FLOOR PLANS 10/16/17 A203 ENLARGED RESTROOM PLANS & ELEVATIONS 1 12/11/17 A204 ENLARGED REFLECTED CEILING & MEZZANINE PLAN 12/11/17 A205 OVERALL ROOF PLAN 12/11/17 1 A301 EXTERIOR BUILDING ELEVATIONS 1 12/11/17 A302 ENLARGED EXTERIOR ELEVATIONS 10/16/17 A401 WALL SECTIONS 10/16/17 A402 WALL SECTIONS 10/16/17 M03 INTERIOR ELEVATIONS & DETAILS 10/16/17 A404 MISCELLANEOUS DETAILS 1 12/11/17 A501 DOOR SCHEDULE & DETAILS STRUCTURAL SO.01 STRUCTURAL GENERAL NOTES AND DRAWING INDEX t 12/11/17 10/16/17 SO.02 STRUCTURAL GENERAL NOTES 1 12/11/17 SO.03 WIND PRESSURE DIAGRAM AND SCHEDULE 10/16/17 S1.01 FOUNDATION AND SLAB ON GRADE PLAN - NORTH 51.02 FOUNDATION AND SLAB ON GRADE PLAN - SOUTH 10/16/17 1 12/11/17 S1.03 LIGHT GAUGE FRAMING LAYOUT AND MEZZANINE FRAMING PLAN 1 12/11/17 S1.04 ROOF AND CANOPY FRAMING PLAN - NORTH 1 12/11/17 1 S1.05 ROOF AND CANOPY FRAMING PIAN - SOUTH 10/16/17 S2.01 FOUNDATION - SLAB -ON -GRADE DETAILS 10/16/17 S2.02 FOUNDATION - SLAB -ON -GRADE DETAILS 10/16/17 S2.03 FOUNDATION - SLAB -ON -GRADE DETAILS 10/16/17 S3.01 MEZZANINE FRAMING DETAILS 10/16/17 54.01 ROOF FRAMING DETAILS 10/16/17 54.02 ROOF FRAMING DETAILS 1 12/11/17 S4.03 CANOPY FRAMING DETAILS 1 12/11/17 S4.04 CANOPY FRAMING DETAILS 10/16/17 S5.01 STEEL PIECE DETAILS 12/11/17 TO.01 TILT -UP PANEL CASTING LAYOUT PLAN - NORTH 1 12/11/17 TO.02 TILT -UP PANEL CASTING LAYOUT PLAN - SOUTH 10/16/17 TO.03 TILT -UP PANEL CASTING LAYOUT ELEVATIONS 10/16/17 T1.01 TILT -UP PANEL DIMENSIONAL CONTROL PLAN - NORTH 10/16/17 T1.02 TILT -UP PANEL DIMENSIONAL CONTROL PLAN - SOUTH 10/16/17 T1.03 TILT -UP PANEL EDGE AND CORNER DETAILS 1 12/11/17 T1.04 TILT -UP PANEL ASSEMBLY DRAWING 1 12/11/17 T1.05 TILT -UP PANEL ASSEMBLY DRAWING 1 12/11/17 T2.01 TILT -UP PANEL LAYOUT P01-PO4 1 12/11/17 T2.02 TILT -UP PANEL LAYOUT:P05-PO8 1 12/11/17 T2.03 TILT -UP PANEL LAYOUT P09 -P12 10/16/17 T2.04 TILT -UP PANEL LAYOUT P13 -P16 10/16/17 T2.05 TILT -UP PANEL LAYOUT P17 -P20 1 12/11/17 T2.06 TILT -UP PANEL LAYOUT P21 -P24 1 12/11/17 T2.07 TILT -UP PANEL LAYOUT P25 -P28 10/16/17 1 T2.08 TILT -UP PANEL LAYOUT P29 -P34 10/16/17 T2.09 TILT -UP PANEL LAYOUT P35 -P40 1 12/11/17 R1.01 TILT -UP PANEL REINFORCING P01-PO4 1 12/11/17 R1.02 TILT -UP PANEL REINFORCING P05 -POB 1 12/11/17 R1.03 TILT -UP PANEL REINFORCING P09 -P12 10/16/17 R1.04 TILT -UP PANEL REINFORCING P13 -P16 10/16/17 R1.05 TILT -UP PANEL REINFORCING P17 -P20 10/16/17 R1.06 TILT -UP PANEL REINFORCING P21 -P24 12/11/17 1 R1.07 TILT -UP PANEL REINFORCING P25 -P28 10/16/17 R1.08 TILT -UP PANEL REINFORCING P29 -P34 10/16/17 R1.09 TILT -UP PANEL REINFORCING P35 -P40 10/16/17 LB1.01 HELICAL GROUND ANCHOR LAYOUT PLAN - NORTH 1 12/11/17 LB1.02 HELICAL GROUND ANCHOR LAYOUT PLAN - SOUTH 1 12/11/17 LB2.01 TILT -UP PANEL LIFTING AND BRACING P01-PO4 1 12/11/17 LB2.02 TILT -UP PANEL LIFTING AND BRACING P05-PO8 1 12/11/17 LB2.03 TILT -UP PANEL LIFTING AND BRACING P09 -P12 12/11/17 LB2.04 TILT -UP PANEL LIFTING AND BRACING P13 -P16 1 12/11/17 LB2.05 TILT -UP PANEL LIFTING AND BRACING P17 -P20 10/16/17 LB2.06 TILT -UP PANEL LIFTING AND BRACING P21 -P24 1 12/11/17 LB2.07 TILT -UP PANEL LIFTING AND BRACING P25 -P28 10/16/17 L82.08 TILT -UP PANEL LIFTING AND BRACING P29 -P34 10/16/17 LB2.09 TILT -UP PANEL LIFTING AND BRACING P35 -P40 MECHANICAL 10/16/17 M101 MECHANICAL PARTIAL FLOOR PLAN 10/16/17 M102 MECHANICAL PARTIAL FLOOR PLAN 10/16/17 M103 MECHANICAL SCHEDULES 10/16/17 M104 VEHICLE EXHAUST SYSTEM DETAILS AND SCHEDULES 10/16/17 M105 VEHICLE EXHAUST SYSTEM DETAILS AND SCHEDULES 10/16/17 M106 VEHICLE EXHAUST SYSTEM DETAILS AND SCHEDULES PLUMBING 10/16/17 P101 SANITARY ENLARGED FLOOR PLAN P201 DOMESTIC WATER & COMP AIR PIPING PARTIAL FLOOR PLAN 16/17 P202 DOMESTIC WATER & COMP AIR PIPING PARTIAL FLOOR PLAN a11/17 11/17 P301 PLUMBING SCHEDULES, NOTE & DETAILS 16/17 P401 SANITARY ISOMETRICS 16/17 P501 DOMESTIC WATER PIPING. ISOMETRICS ELECTRICAL E001 ELECTRICAL NOTES, RISER & SYMBOL 1 12/11/17 • 2 4/27/18 E002 PANEL SCHEDULES 1 12/11/17 1 12/11/17 ES100 SITE PHOTOMETRIC PLAN E101 OVERALL ELECTRICAL PLAN 1 12/11/17 E201 ENLARGED LIGHTING PLAN UU 3 10/16/17 E202 ENLARGED LIGHTING PLAN 1 12/11/17 E301 ENLARGED POWER & SYSTEMS PLAN • 2 4/27/18 E302 ENLARGED POWER & SYSTEMS PLAN 10/16/17 E401 ENLARGED MEZZANINE PLAN 00 7- 0 0 N N 0 f - W V_ LL LL f H � f W a z of 55 f N 0 0 r A m: N 3 A404 54'-4' EXTERIOR STORAGE 3 116 (301 GENERAL NOTES: 1 2 T 4 C 14 27'-2° 26'-4' 30'-D" 30'-0" PANEL PANEL ll PANEL PANEL lO 17 Q 24 N I I 111 25 0 II - 1 � DISPLAY I I I 1 1 i s I 1 I I 208 III OA I I III CLOSET Io I I I L______'_ 0 M _ PARTS 11 2 •� 1 0 o •1 d 1036 ACCOUNTING FRAMED STUD 109 I EXTEND BOX TO DECK — — — -- HALLWAY III 111 1 BREAK ROOM -106 — — MENS 1s SHOP --- RESTROOM I I1110-3 ® .i 203 MEN 1 6 A301 Ak VA I I I I I I I I I I I I I I I I I I I I I -4' t3'-4""' I U I N 1na'_ INDIAN MOTORCYCLE AREA 1 20 AA I I SALES/ SHOWROOM F2_0 1 RESTR OM - ,, _ d I I 105 I I I I I I ` A202 WOMENS I _ RESTROOM 0 202 I I O 1 17'-9%" I 12'10" g" 52'-2Ya° N 12'-2Y2" 12'-21z" SERVICE SER E WRITER MANAGER F&I 103A MANAGER 15 OFFICE OFFICE . OB I lOz I 101 III 17 205 206 t4'-2" �4�-O' _ _ _ _ _ _ _ r 4'-0 6'-2" -4" 5'-6" 3'-8' 4'-2' 5'-0" 5'-0° 2'_ - "4' 2" 3'-B" 4'-2" 9'-6'F-4' 17'-8" 18'-0• S'-0" 4'-0° 4'-0" 6'-0" 20'-0' . 0. 29'-6" 1 1 30'-0" 1 24'-0' I I 30'-0" 28'LO' I 30'-0" PANEL PANEL PANEL I PANEL PA IEL PANEL 25 -6' I 25'-6" 25'46* 25'-6' 25'-6" 25'-6" I I I I 255 -0' 9 0 I I Lal 10'-4" 9'-10" I 4'- L t — 7 �cn'-nom Owner: MCKEE CONSTRUCTION Co. P " 16'-4' '• 1 26'- 1 PAf FirLe iFl A401 I A402 I A301 _ O1 O2 3 4 O5 6 O7 O8 T 10 11 _ PLAN NOTES: FINISH SPECIFICATIONS 1 OVERALL FLOOR PLAN Aft WALL TYPES: O A. ALL DIMENSIONS ARE FROM FACE OF WALL OR TILT UP PANEL, UNLESS NOTED OR SHOWN 1 ALSO LOCCATEATS 6" DIA. ETE FILLED PIPE BOLLARD 4'-0" TALL ROUNDED CAP. TE EQUIPMENT, IF NECESSARY. SEE 6/A404. OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. O2 NEN COLUMN MOUNTED OR WALL MOUNTED FIRE EXTINGUISHER. MOUNT TOP AT +54" A.F.F. FIRE EXTINGUISHER TO HAVE MIN. RATING OF 2A1OBC FOR EVERY 3000SQ.FT. OF B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. FLOOR AREA. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. ALL C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FEET ABOVE THE FLOOR AND THE D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. DOOR OCCURS IN A ROOM, W SUFFIX HAS BEEN ADDED (I.E. 100A). E. PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUSPENDED ITEMS. O DOWNSPOUT LOCATION TO BE DETERMINED BY PEMB MFR.- PREFABRICATED AND PREFINISHED METAL DOWNSPOUT. CONTRACTOR TO VERIFY EACH DOWNSPOUT IS IN THE F. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. STOREFRONT AND MIDDLE OF THE TRIBUTARY GUTTER AREA. GYPSUM BOARD). ® PREFABRICATED AND PREFINISHED METAL GUTTER- SEE PEMB MFR. G. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. H. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL. O REFRIGERATOR/FREEZER PROVIDED BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. I. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT O DOUBLE BASIN SINK WITH DISPOSAL. SEE PLUMBING AND ELECTRICAL PLANS L/120. O7 ABOVE COUNTER MICROWAVE BY OWNER. VERIFY ELECTRICAL REQUIREMENTS. J. ALL INTERIOR WALLS SHALL BE MARKED IN PLACE PRIOR TO FRAMING FOR ARCHITECT TO REVIEW. OS WATER DISPENSER, PROVIDED BY OWNER K. ALL DOORS MUST BE INSTALLED WITH AT LEAST THE MINIMUM MANEUVERING CLEARANCE AT HI -LOW DRINKING FOUNTAIN. SEE PLUMBING PLANS THE DOOR APPROACH PER THE MOST CURRENT AMERICANS WITH DISABILITIES ACT AND JANITOR MOP SINK. DRYWALL CONTRACTOR TO PROVIDE FIBERGLASS REINFORCED PANELS FLORIDA BUILDING CODE. @ L. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES BEHIND SINK. PROVIDE 30" LONG FLEXIBLE HOSE AND HOSE CLAMP. SEE PLUMBING DWGS. AS SHOWN. FOR ADDITIONAL INFORMATION. M. ALL FURNITURE & WORK STATIONS PROVIDED & INSTALLED BY OWNER. 11 44 8' PLYWOOD PLYWOOD FIRE -TREATED PHONE BOARD BOT. ® 12" A.F.F. PAINT TO MATCH N. PROVIDE GYPSUM BOARD, FURRING, AND INSULATION ON EXTERIOR WALL IN ALL CONDITIONED ADJACu�7T WALL. COVER ALL WALLS. SEE ELECTRICAL DRAWINGS. SPACE AS NECESSARY. 12 WATER HEATER, LOCATED ABOVE MOP SINK. SEE PLUMBING DRAWINGS. 0. FIRE EXTINGUISHERS SHOWN IN ASSUMED LOCATIONS. CONTRACTOR TO COORDINATE NUMBER, TYPE & LOCATION REQUIRED PER CODE AND CONFIRM WITH LOCAL FIRE MARSHALL. 13 UPPER AND LOWER CABINETRY. ARCHITECT/ DESIGNER TO REVIEW SHOP DRAWINGS PRIOR P. PROVIDE SEALED PENETRATIONS INTO BUILDING FOR CABLE, TV & TELEPHONE. COORDINATE TO FABRICATION. MILLWORK MANUFACTURER MUST FIELD VERIFY WITH OWNER. 14 PRE-ENGINEERED AND PRE -FINISHED METAL CANOPY. Q. MECH. RTU's LOCATED ON THE ROOF WILL NOT BE VISIBLE FROM THE STREET. IN CASE IT 15 FURNITURE BY OWNER; CONTRACTOR TO COORDINATE POWER AND DATA LOCATIONS BECOMES VISIBLE, MANUF. SCREENING WILL BE INSTALLED PER MANUFACTURER'S STANDARDS 16 WALL PACK LIGHT, SEE ELECTRICAL DRAWINGS. 17 HOSE BIBB LOCATION. SEE PLUMBING PLANS 18 FIRE RISER - EXACT LOCATION TBD 19 2 POST FIXED CAR LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 20 MOTORCYCLE LIFT, CONFIRM REQ. WITH OWNER; PROVIDE ELECTRICAL AS REQUIRED 21 TIRE BALANCE MACHINE, PROVIDE ELECTRICAL AS REQUIRED 22 PARTS WASHER, PROVIDE ELECTRICAL AS REQUIRED 23 FIELD LOCATE 5-0" OPENING W STEEL CHANNELS ON EACH SIDE AND STEEL SAFETY CHAINS PER OSHA REQUIREMENTS 24 AIR COMPRESSOR CONFIRM PAD SIZE AND NECESSARY CLEARANCES, SEE PLUMBING AND ELECTRICAL DRAWINGS 25 WORK BENCH, BY OWNER 26 ALTERNATING TREAD DEVICE. SEE DETAIL 7/A404 27 EYEWASH/ SHOWER STATION 28 SERVICE COUNTER 29 CASHIER'S WINDOW w/ SLIDING WINDOW Ai 30 FUTURE HVLS FAN TO BE INSTALLED BY OWNER, PROVIDE ELECTRICAL 31 ROOFTOP AIR CONDITIONING UNITS, SEE MECHANICAL DRAWINGS 32 PAINTED GALVANIZED ROOF ACCESS LADDER - SEE STRUCTURAL DRAWINGS 33 TILT -UP CONCRETE REVEAL - 3Y"xY". SEE DETAIL 5/A404 34 TILT -UP CONCRETE VERTICAL REVEAL - 2Y"x14". SEE DETAIL 12/A404 :: 11 FLOOR FINISHES WALL FINISHES A201 0 SCALE: 3/32"=1'-0" 24 NOTES:.ALL MATERIAL: SEALED CONCRETE MATERIAL: PAINT Checked By 10/18/17 WALLS GO TO 6' ABOVE CEILING UNLESS OTHERWISE NOTED. WITH EPDXY MFG: TO BE DETERMINED OVERHEADMFG: DOOR N0TES: 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL WET AREAS. SC TO BE DETERMINED P1 COLOR: TO BE DETERMINED 3. CONSTRUCT ALL STUD WALL FRAMING TO MEET MANUFACTURER'S MINIMUM REQUIREMENTS STYLE: TO BE DETERMINED FINISH: TO BE DETERMINEDFOR PREFINISHED INSULATED SECTIONAL OVERHEAD DOOR. 10'-0" WIDE x 12'-0" TALL MANUAL FLOOR AND CEILING ATTACHMENT BASED ON 5 PSF LATERAL LOADING AND L/120 NOTE: ALL JOINTS TO BE SEALED LOCATION: FIELD COLOR OA OPERATION VERTICAL LIFT WITH NEW RITE -RITE Z -TRACK DOOR PROTECTION. SEE DEFLECTION, UNLESS OTHERWISE APPROVED, IN NO CASE SHALL THE ATTACHMENT DE LESS MATERIAL: CARPET MATERIAL: PAINT H4-J4/A501 FOR HEAD AND JAMB DETAILS. THAN THE FOLLOWING: A. ALL STEEL STUD RUNNER CHANNELS {ATTACHED TO CONCRETE FLOOR SHALL BE FASTENED MFG: TO BE DETERMINED CPT1 STYLE: TO BE DETERMINED MFG: TO BE DETERMINED P2 COLOR: TO BE DETERMINED PREFINISHED INSULATED SECTIONAL OVERHEAD DOOR. 12'-0" WIDE x 14'-0" TALL MANUAL O OPERATION VERTICAL LIFT WITH NEW RITE-HITE Z -TRACK DOOR PROTECTION. SEE WITH CONCRETE STUB NAILS, EXPANSION ANCHORS, SHIELDED SCREWS, OR POWER -DRIVEN FASTENERS NOT EXCEEDING 24" O.C. AND NO MORE THAN 2' FROM EACH COLOR: TO BE DETERMINED FINISH: EPDXY H4-J4/A501 FOR HEAD AND JAMB DETAILS. END. MATERIAL: CERAMIC TILE LOCATION: RESTROOMS B. FASTEN STUD FLANGE TO RUNNER TRACK WITH Y6" TYPE S PAN HEAD SCREWS. CT1 MFG: TO BE DETERMINED STYLE: TO BE DETERMINED MATERIAL: PAINT GENERAL FINISH NOTES: C. ALL STEEL STUD RUNNER CHANNELS ATTACHED TO SUSPENDED CEILINGS SHALL BE "MOLLY" MFG: TO BE DETERMINED FASTENED WITH -TYPE EXPANDABLE FASTENERS, TOGGLE BOLTS, CLAMPS, OR COLOR: TO BE DETERMINED P3 COLOR: WHITE FINISH: TO BE DETERMINED XXX INDICATES FLOOR FINISH XX INDICATES WALL FINISH TO O O SCREWS INTO CHANNELS, SPLINES, "T° RUNNERS, OR OTHER MEMBERS. TO BE DETERMINED BE DETERMINED 3%' 25 GA. METAL STUDS ® 24" O.C. WITH %" GYP. MATERIAL: POLISHED CONCRETE MFG: DURANOX LOCATION: SHOP & SHOWROOM INDICATES BASE FINISH TO � INDICATES MISCELLANEOUS XX XXX O W1 — BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER PC STYLE: LIQUID FLOOR SEALER/HARDENER MATERIAL: PAINT BE DETERMINED FINISH TO BE DETERMINED SOUND BATT INSUL. NOTE: ALL JOINTS TO BE SEALED MFG: TO BE DETERMINED W2 6 16 GAUGE METAL STUDS 24 O.C. WITH GYP. BOARD 84 COLOR: BLACK A. PROVIDE SAMPLES OF ALL FINISHES TO ARCHITECT/DESIGNER FOR REVIEW INCLUDING — EACH SIDE, ORANGE PEEL FINISH & ONE LAYER tmwzm BASE FINISHES FINISH: TO BE DETERMINED INSTALLATION JOINT AND SEAM LAY -OUTS. SOUND BATT INSUL. —. — MATERIAL CERAMIC TILE BASE LOCATION: SHOWROOM 15'-0" + UP B. REFERENCE INTERIOR ELEVATIONS, WHERE PROVIDED, FOR ADDITIONAL FINISH INFORMATION. 1%" 25 GA. METAL STUDS 0 24" ;O.C. W/ ONE SIDE MFG: TO BE DETERMINED UNDERSIDE OF WALLS ROOF + ) C. PAINT ALL EXPOSED METAL SURFACES (ie. GRILLES, HEATERS, AND FIRE EXTINGUISHER W3M GYPSUM BOARD ONLY, ORANGE PEEL FINISH & ONE LAYER , 77 CB1 COLOR: TO BE DETERMINED ONCRE( CABINETS) TO MATCH ADJACENT SURFACE. — R11 BATT INSULATION IN EACH STUD CAVITY. PROVIDE Y2' STYLE: TO BE DETERMINED MATERIAL: WALL CERAMIC TILE D ALTERNATES LTERNATE WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL OF ARCHIT"tCT/DESIGNER. AIR SPACE BETWEEN METALSTUDS AND CO TE TILT •1?:�':`: '�i�:'• ^^r`�•"''�'.�1'�'` �+ WALL. SEE 6/A402. '•�-'' ' "�"`' SIZE: TO BE DETERMINED MFG: TO BE DETERMINED SAMPLES, WHEN APPLICABLE, SHALL BE SUBMITTED FOR REVIEW. MATERIAL: VINYL BASE WTt COLOR: TO BE DETERMINED FINISH: TO BE DETERMINED E. ALL FLOORING TRANSITIONS ARE TO BE EASED USING LATEX TO ACHIEVE A SMOOTH AND W4 — 6" 16 GA. METAL STUDS 0 16" O.C. WITH %" GYP. BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER SOUND BATT MFG: TO BE DETERMINED LOCATION: RESTROOMS TO 4'-0" A.F.F. UNIFORM TRANSITION. F. ALL CARPET IS TO BE DIRECT GLUE, UNLESS NOTED OTHERWISE. INSUL. EXTEND WALL TO ROOF STRUCTURE. SEE 5/A402. Vgt COLOR: TO BE DETERMINED BE DETERMINED SSIZE: G. TRANSITION STRIPS BETWEEN UNLIKE FLOORING SURFACES IS TO BE MANUFACTURERS W5 6" 16 GA. METAL STUDS 0 16" O.C. WITH %" GYP. BOARD 40 MILLWORK STANDARD THIN PROFILE VINYL MOLDING, COLOR SELECTED BY ARCHITECT/DESIGNER. — EACH SIDE, ORANGE PEEL FINISH &, ONE LAYER SOUND BATT MATERIAL: PLASTIC LAMINATE H. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED WITH TWO (2) COATS OF ZERO VOC INSUL. EXTEND WALL 3'-6" ABOVE MEZZANINE. SEE 8/A402. MATERIAL: WOOD BASE PL -1 MFG: TO BE DETERMINED LATEX SEMI -GLOSS ENAMEL OVER PROPERLY PRIMED SURFACE. PAINT COLOR TO MATCH 3%' 16 GA. METAL STUDS ® 24" O.C. WITH W/ ONE MFG: TO BE DETERMINED COLOR: TO BE DETERMINED EXISTING. W6 SIDE" GYPSUM BOARD ONLY, ORANGE PEEL FINISH. WB COLOR: TO BE DETERMINED LOCATION: COUNTER TOPS I. ALL FINISHES TO MEET CLASS C OR BETTER FOR FLAME SPREAD AND SMOKE DEVELOPED EXTEND WALL TO ROOF STRUCTURE. STYLE: TO BE DETERMINED PER FBG FIFTH EDITION (2014) TABLE 803.5 & 803.1. 3%' 16 GA. METAL STUDS 0 24" O.C. WITH %" GYP. SIZE: 5 Y4" MATERIAL: PLASTIC LAMINATE J. PAINT ALL WALL SURFACES, WITH A MINIMUM OF TWO (2) COATS OF QUALITY GRADE PAINT, W7 BOARD EACH SIDE, ORANGE PEEL FINISH & ONE LAYER 6d 2 NOTE: 4" HIGH PLLYWOOD TO PL -2 MFG: TO BE DETERMINED INCLUDING TOUCH UPS AFTER MOVE IN OR UPON PUNCHLIST. SOUND BATT INSUL. EXTEND WALL 3'-6" ABOVE BE INSTALLED BEHIND DRYWALL COLOR: TO BE DETERMINED K. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA101:10.2, &TABLE A.10.2.2 2012 2 LOCATION: CABINETS EDITION, & FLORIDA FIRE PREVENTION CODE, 5TH EDITION. 3%' 16 GA. METAL STUDS ® 16" O.C. WITH �" GYP. DOORS AND FRAMES CAN BE SEMI -GLOSS FINISH USING PAINT TO MATCH FIELD COLOR (Pt) L. ALL WOOD DOORS TO HAVE ONE (1) COAT OF STAIN, ONE (1) COAT OF SEALER, AND TWO WS BOARD EACH SIDE, ORANGE PEEL FINISH. EXTEND WALL (2) COATS OF POLYURETHANE SATIN FINISH OVER PROPERLY PREPARED SURFACE. PAINT 10'-0" A.F.F. ALL SHOP WALLS TO BE PAINTED (P3), UNLESS OTHERWISE NOTED COLOR TO BE CONFIRMED WITH OWNER/TENANT. DOOR TOILET PARTITIONS TO BE SOLID PLASTIC, COLOR TO BE DETERMINED BY OWNER M. VERIFY WITH OWNER FOR THE INSTALLATION OF BLINDS IN OFFICE AREA. NEW DOOR AND FRAME. REFER TO SCHEDULE. F(X) = FRAME TYPE. SEE SHEET A501 FOR FRAME ELEVATIONS. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 gCgy6ght 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 8710 WEST 18T STREET, SANF08R2D,4FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: OVERALL FLOOR PLAN Revisions: OWNER REVISIONS 12/11/17 2 OWNER REVISIONS 04/27/18 A201 Protect Number: 17002 Issue Date Drawn By Checked By 10/18/17 DLC CMS A201 Protect Number: 17002 L 120V CONTROL VOLTAGE SOURCE RELAY PANEL: RP -1 DEM RM U N If EPM 16 N1 ENCL. POLE PANEL CIRCUIT 1 LA -35 (SHOP) 2 LA -37 (SHOP) 3 LA -32 (SHOWROOM) 4 LA -34 (SHOWROOM) 5 LA -36 (SHOWROOM) 6 LA -38 (SHOWROOM) 7 LA -40 (SHOWROOM) 8 LA -42 (SHOWROOM TRACK) 9 LA -44 (SHOWROOM TRACK) 10 LA -46 (SHOWROOM TRACK) 11 LA -48 (SHOWROOM TRACK) 12 LA -50 (SHOWROOM TRACK) 13 LA -43 (EXTERIOR BLDG.) 14 LA -45 (SITE) 15 LA -54 (TOWER) 16 LA -59 (EXTERIOR BLDG.) 1 DETAIL NOTES: 1. DIGITAL COUNTDOWN TIMER WITH COUNTDOWN INTERVALS OF 15/30/60 MINUTE, 2 HOUR AND 4 HOURS. THIS TIMER IS FOR OVERRIDE OF AUTOMATIC LIGHTING CONTROL. OVERRIDE TO BE PROGRAMMED FOR DURATION OF LESS THAN 4 HOURS. INTERMATIC E1215 (OR EQUAL) TIME CLOCK 176/1 1 DIGITAL COUNTDOWN TIMER SWITCH FOR LIGHTING OVERRIDE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING NO. WATTS TYPE BP EMERGENCY LIGHTING UNIT. BLACK THERMOPLASTIC HOUSING, BATTERY BACKUP, LED LAMPS. 10 N/A N/A LED UNIVERSAL COOPER SURE-LITES CC8MRT ABOVE COUNTER DUPLEX RECEPTACLE COMBINATION EXIT SIGN / EMERGENCY LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, CEILING FIXTURE DUPLEX RECEPTACLE, HALF SWITCHED O CEILING FIXTURE, WALL WASHER BPX BATTERY BACKUP, PUSH TO TEST BUTTON. RED LETTERS, ARROWS AS INDICATED ON 10 N/A N/A LED UNIVERSAL CEILING LOCATED EXIT LIGHT DRAWINGS. DUPLEX RECEPTACLE, GROUND FAULT CEILING LOCATED EXIT LIGHT DUPLEX RECEPTACLE, GROUND FAULT, b COOPER SURE-LITES APC7 ABOVE COUNTER EXIT SIGN ARROW (DOUBLE) CEILING MOUNTED RECEPTACLE HIGH OUTPUT EMERGENCY LIGHTING UNIT. WHITE THERMOPLASTIC HOUSING, BATTERY WALL MOUNTED FIXTURE FLOOR MOUNTED RECEPTACLE od FLOOD LIGHT FIXTURE BPH BACKUP, MR16 LAMPS. 10 N/A N/A LED UNIVERSAL SITE LIGHT FIXTURE COOPER SURE-LITES CC8MRT JUNCTION BOX BOLLARD OR PENDANT LIGHT FIXTURE pC PHOTOCELL 1— 7 0 2 1 TRACK LIGHTING rr � 2'X4' LED TROFFER. 6400 LUMENS. Al2 PATTERN DIFFUSER. 4000' COLOR TEMPERATURE. OCCUPANCY SENSOR FA 120-277V DRIVER. ST SHUNT TRIP $ SWITCH, MOUNTING HT. +48" TO BOTTOM TC FA/EM EM DESIGNATES "EL" OPTION: EMERGENCY BATTERY PACK WITH 90 MIN. CAPACITY. 51 - 51 LED RECESSED PB METALUX 24GR-LD5-64-F1-UNV-L840-CD1 (EL14W) $2 SWITCH, 2 POLE LB LOCKBOX $3 SWITCH, 3 -WAY OWNER/ENGINEER APPROVED EQUAL $ SWITCH, 4 -WAY TS TAMPER SWITCH $T LED HI BAY FIXTURE. WIDE BEAM DISTRIBUTION. UNIVERSAL VOLTAGE BALLAST. INTEGRAL FS WATER FLOW SWITCH $F SWITCH - FAN/LIGHT MOTOR 360' INTEGRAL OCCUPANCY SENSOR. 80CRI, 4100'x. SWITCH - DIMMER Sos SWITCH -OCCUPANCY SENSOR HB EATON HBLED-LD4-12-W-UNV-L840-ED2-U 146 - 146 LED CHAIN SWITCH - MOTOR RATED OWNER/ENGINEER APPROVED EQUAL 120/208V PANELBOARD SYMBOL DESCRIPTION o SYSTEMS CABINET/PANEL F CP DECORATIVE HI BAY FIXTURE, 1,150 LUMEN, METAL AND CLEAR HALOPHANE GLASS, BRONZE 120/208V PANELBOARD, RECESSED �H 135' HEAT DETECTOR. HD FINISH, 120V MAXIM 25003CLBZ 60 1 60 INC PENDANT OWNER APPROVED EQUAL ©D SMOKE DETECTOR TO FACP ABBREVIATIONS A, AMP LED STRIP LIGHT, 295 LUMENS PER FT , ALUMINUM CHANNEL, 120V SMOKE DETECTOR IN DUCT - 'R' INDICATES LED1 CORE LIGHTING LSH -50N SFW - (R� /FT LED SURFACE YY OWNER/ENGINEER APPROVED EQUAL DEMO FIRE ALARM VISUAL DEVICE, WALL MOUNTED ® EF EF EXHAUST FAN LED AREA LIGHTING FIXTURE, POLE MOUNTED, 25' AFG, TYPE IV WITH SPILL CONTROL 80"A.F.F. TO BOTTOM SA DISTRIBUTION REFLECTOR, 12,180 LUMEN, 40001( LED COLOR, WET LOCATION LISTED. 113 - 113 LED POLE FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 COOPER McGRAW-EDISON GLEON-AF-02-LED-EI-SL3-HSS EXISTING TO REMAIN CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. EX. EXISTING OWNER/ ENGINEER APPROVED EQUAL FACP FIRE ALARM CONTROL PANEL 80"AFF, TO BOTTOM LED AREA LIGHTING FIXTURE, POLE MOUNTED, 25' AFG, TYPE IV WITH SPILL CONTROL FAAP FIRE ALARM ANNUNCIATOR PANEL D TELEPHONE/DATA. 3/4" EMT STUBBED INTO CEILING SPACE SB DISTRIBUTION REFLECTOR, 18,174 LUMEN, 40001K LED COLOR, WET LOCATION LISTED. 166 - 166 LED POLE 3/4" CONDUIT. COOPER McGRAW-EDISON GLEON-AF-03-LED-Et-SL3-HSS IG ISOLATED GROUND OWNER/ ENGINEER APPROVED EQUAL NCMS NURSE CALL MASTER STATION A.F.F. TO CENTER LED AREA LIGH TING FIXTURE, WALL MOUNTED. TYPE IV DISTRIBUTION. 18,174 LUMEN, 4000'K NF NON-FUSED SQ SPEAKER (BY OTHERS) SCW LED COLOR, WET LOCATION LISTED. 166 - 166 LED WALL DWGS. COOPER McGRAW-EDISON GLEON-AF-03- LED- El-SL3-WM o WALL MOUNTED MICROPHONE JACK - PH PHASE OWNER/ ENGINEER APPROVED EQUAL REL RELOCATE OD DOOR CONTACT SWITCH - BY OTHERS SP SURGE PROTECTION LED WALL MOUNT FIXTURE WITH FULL -CUTOFF LENS, 4,205 LUMEN, 4000-K LED COLOR, WET VA VOLT AMPERE (WATTAGE) O MOTION DETECTOR - BY OTHERS SLC LOCATION LISTED, DARK BRONZE FINISH. 38 - 38 LED WALL SELF CONTAINED DOOR ALARM - BY OTHERS. COOPER LUMARK XTOR4B-W WEATHERPROOF ENCLOSURE VERIFY POWER REQUIREMENTS. GCO EQUIPMENT TAG -GENERAL CONVENIENCE OUTLET 0 E E LED LOW -BAY CANOPY FIXTURE WITH CLEAR LENS, 5,555 LUMEN, 4000-K LED COLOR, WET SLD LOCATION LISTED, DARK BRONZE FINISH. 45 - 45 LED SURFACE COOPER MCGRAW-EDISON TT-C3-LED-EI-5MQ-CG OWNER/ ENGINEER APPROVED EQUAL T4A TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK JUNG T271L-30K-S-BL D OWNER PROVIDED / CONTRACTOR INSTALLED 4FT TRACK SECTION, 866 LUMEN, 3000'K LED COLOR, NARROW DISTRIBUTION, BLACK FINISH, T4B TRACK HEAD QUANTITY AS SHOWN. JUNO T271L-30K-N-BL 13 - 13 LED TRACK OWNER PROVIDED / CONTRACTOR INSTALLED Z1 6FT TRACK SECTION, 873 LUMEN, 3000-K LED COLOR, SPOT DISTRIBUTION, BLACK FINISH, TBA TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK JUNG T271L-30K-S-BL OWNER PROVIDED / CONTRACTOR INSTALLED 1 6FT TRACK SECTION, 866 LUMEN, 30001( LED COLOR, NARROW DISTRIBUTION, BLACK FINISH, T6B TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK JUNO T271L-30K-N-BL OWNER PROVIDED / CONTRACTOR INSTALLED 1 BFT TRACK SECTION, 873 LUMEN, 3000-K LED COLOR, SPOT DISTRIBUTION, BLACK FINISH, F8A TRACK HEAD QUANTITY AS SHOWN. 13 - 13 LED TRACK JUNO T271L-30K-S-BL OWNER PROVIDED / CONTRACTOR INSTALLED 1 8FT TRACK SECTION, 866 LUMEN, 3000-K LED COLOR, NARROW DISTRIBUTION, BLACK FINISH, FT8B TRACK HEAD QUANTITY AS SHOWN.13 - 13 LED TRACK JUNO T271L-30K-N-BL 0 OWNER PROVIDED / CONTRACTOR INSTALLED 3FT T5HO WAl1 WASH/FLOOD TRACK LIGHT, 6,160 LUMEN, 30001( COLOR, BLACK FINISH, FTC PROVIDE WlTri TRACK AND TRACK ADAPTER. 39 2 89 T51-10 TRACK JUNO T5T32-BL L OWNER PROVIDED CONTRACTOR INSTALLED 1 EXIT SIGN LIGHTING UNIT. BLACK POLYCARBONATE HOUSING, BATTERY BACKUP, PUSH TO X1 TEST BUTTON. RED LETTERS, ARROWS AS INDICATED ON DRAWINGS. 10 N/A N/A LED UNIVERSAL EATON SURE-LITES LPX -7 -BK NOTES: 1. ALL FIXTURE 120 VOLT UNLESS OTHERWISE NOTED. 2. ALL FLUORESCENT TUBE LAMPS SHALL HAVE MINIMUM 80 CRI. 3. ALL FLUORESCENT LAMPS SHALL HAVE CORRELATED COLOR TEMPERATURE OF 3500. 4. FIXTURES WITH ELECTRONIC BALLAST SHALL HAVE 10% MAXIMUM HARMONIC DISTORTION. 5. FINAL FIXTURE FINISHES SHALL BE SELECTED DURING SUBMITTAL PROCESS BY ARCHITECT/ENGINEER FROM EXTENDED STANDARD COLOR CHART FOR EACH FIXTURE. 1 LIGHTING CONTACTOR WITH OVERRIDE NOT TO SCALE TWO WIRE SYMBOL AUXILIARY (NOTE:NOT ALL SYMBOLS SHOWN ON LEGEND NECESSARILY USED ON FLOOR PLANS) ARE CONTROL FP&L ENERGY MODULE PAD MOUNT El2'x2' XFMR SYMBOL DESCRIPTION I120/208V SECONDARY 800 AF 120/208V 30, 4W NEMA 313 MAIN ELECTRICAL ROOM (2) SETS OF: (4)#500KCMIL, #1/0 GND, 4"C (2) SETS OF: #3/0 REFER TO SERVICE (4)#500KCMIL, - GROUNDING DETAIL, 4"C THIS SHEET. ItNAVI �)rnrx ELECTRICAL NOTES: A. GENERAL PROVISIONS: 1. GENERAL: PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: CONFORM TO THE REQUIREMENT OF ALL GOVERNING CODES AND STANDARDS, FLORIDA BUILDING CODE 5TH EDITION AND NATIONAL ELECTRICAL CODE. (2011 EDITION) 3. VISIT THE SITE OF PROPOSED PROJECT TO BECOME FAMILIAR WITH THE WORK. CONDITIONS AND NATURE OF WORK, PRIOR TO SUBMITTING BIDS. NOTIFY ENGINEER OF DISCREPANCIES OR OMISSIONS FOR INTERPRETATION OR DECISION AND SUCH DECISION SHALL BE FINAL. B. BASIC MATERIALS AND METHODS: 1. CONDUIT - INTERIOR WORK: CONCEALED ELECTRICAL METALLIC TUBING. IT IS ACCEPTABLE TO USE METAL CLAD CABLE (MC CABLE) IN LIEU OF RIGID METAL CONDUIT AS LONG AS THE INSTALLATION COMPLIES WITH ARTICLE 330 OF THE 2008 NATIONAL ELECTRIC CODE. MC CABLE SHALL NOT BE USED WHERE SUBJECT TO PHYSICAL DAMAGE. EXTERIOR BELOW GRADE -SCHEDULE 40 PVC. EXTERIOR EXPOSED- SCHEDULE 40 RGS. DO NOT INSTALL PVC CONDUIT IN PATIENT CARE AREAS. 2. OUTLET BOXES: 4" X 4" STEEL W/PLASTER RINGS SIZED IN ACCORDANCE WITH N.E.C. FOR CONCEALED INTERIOR WIRING, CAST FERROUS OUTLET BOXES WITH INTEGRAL HUBS FOR EXPOSED AND EXTERIOR DEVICES 3. WIRE: COPPER, THHN /THWN DUAL RATED. 4. WIRING DEVICES - SPECIFICATION GRADE DEVICES AND PLATES WITH WHITE FINISH, UNLESS NOTED OTHERWISE. a. RECEPTACLES: 20 AMPS, 120V, 2 POLE, 3 WIRE, GROUNDING TYPE OR ISOLATED GROUND TYPE AS SHOWN ON DRAWINGS. b. SWITCHES: 20 AMPS, 120/277V. C. ALL WIRING DEVICES CONNECTED TO LIFE SAFETY AND CRITICAL CIRCUITS SHALL BE RED IN COLOR. 5. EACH MULTIWRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS NTH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. C. LIGHTING FIXTURES: 1. FURNISH LIGHTING FIXTURES AS REQUIRED BY OWNER AND AS INDICATED ON DRAWINGS. FURNISH ALL NECESSARY MOUNTING HARDWARE AND LAMPS. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL SATISFY THE REQUIREMENTS OF N.E.C. 410-65. D. PANELS: 1. ALL PANELS SHALL BE U.L. RATED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS. E. GROUNDING: 1. PROVIDE CONTINUOUS GROUNDING SYSTEM IN ACCORDANCE WITH N.E.C. SECTION 250, AND AS INDICATED. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 2. PROVIDE AN EXTERNAL ACCESSIBLE INTERSYSTEM BONDING TERMINAL FOR THE GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS (TELOC, CATV, SAT, ETC) AT THE SERVICE EQUIPMENT AND DISCONNECTING MEANS. F. IF, THROUGH ERRORS OR OMISSIONS, THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING, OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. G. THE PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. H. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED, HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER AND DEPTH OF EXISTING UTILITIES. I. COMPLETION REQUIREMENTS: RECORD DRAWINGS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE LINE DIAGRAM OF THE ELECTRICAL DISTRIBUTION SYSTEM 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. J. COMPLETION REQUIREMENTS: MANUALS 1. WITHIN 30 DAYS OF SYSTEM ACCEPTANCE, AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER TO INCLUDE, AT A MINIMUM, THE FOLLOWING: a. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. b. OPERATIONS MANUAL AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. c. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 4)#3, #8GND, 1-1/4-C NEW I NEW I NEW PANEL PANEL PANEL MDP LA LB 800A 200A 1OOA 10/208V1 1120/208V1 1120/208V (4)#3/0, #2GND, 2"C ELECTRICAL RISER DIAGRAM NO SCALE FINISHED FLOOR ELECTRICAL SYMBOL LEGEND: (NOTE:NOT ALL SYMBOLS SHOWN ON LEGEND NECESSARILY USED ON FLOOR PLANS) ARE O 1'x4' FLUORESCENT FIXTURE SYMBOL DESCRIPTION El2'x2' FLUORESCENT FIXTURE SYMBOL DESCRIPTION CR CARD READER - BY OTHERS. W/ 3/4"C STUB -UP EACH MULTIWIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. NOTE: SERVICE GND. PER #3/0 CU GROUNDING ELECTRODE CONDUCTOR N.E.C. AND SPECIFICATIONS. TO BUILDING LIGHTNING PROTECTION SYSTEM BUILDING STEEL(IF AVAILABLE) (IF AVAILABLE) I ' MAIN WATER SERVICE PIPE J (IF METAL) JUMPER CONCRETE -ENCASED AROUND WATER METER ELECTRODE (IF AVAILABLE) -(2)3/4"0x 101 COPPER -CLAD GROUND RODS SPACED MIN. 10'-0" APART GROUNDING DETAIL NO SCALE GENERAL NOTES: 1. IT IS ACCEPTABLE TO UTILIZE ALUMINUM FEEDER CONDUCTORS OF EQUIVALENT AMPACITY IN ACCORDANCE WITH CODE, AHJ, AND OWNER REQUIREMENTS AND ACCEPTANCE. 2. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE ENERGY CONSERVATION CHAPTER 4, SECTION 405.7.3. 3. ALL TERMINALS ARE TO BE LISTED FOR USE WITH 75'C RATED CONDUCTORS IN COMPLIANCE WITH NEC 110.14(C). Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD�4F6LORIDA 32 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ELECTRICAL NOTES, RISER & SYMBOL Revisions: 1 COMMENT RESPONSE 12/11/1 3 OWNER CHANGES 05/3/18 Issue Date STRIP TYPE FIXTURE Checked By SIMPLEX RECEPTACLE O 1'x4' FLUORESCENT FIXTURE DUPLEX RECEPTACLE El2'x2' FLUORESCENT FIXTURE DOUBLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE, HALF SWITCHED 2'x4' FLUORESCENT FIXTURE ABOVE COUNTER DUPLEX RECEPTACLE O CEILING FIXTURE DUPLEX RECEPTACLE, HALF SWITCHED O CEILING FIXTURE, WALL WASHER DUPLEX RECEPTACLE, FULL SWITCHED �P EMERGENCY LIGHT FIXTURE ® SPECIAL PURPOSE RECEPTACLE ® CEILING LOCATED EXIT LIGHT DUPLEX RECEPTACLE, GROUND FAULT CEILING LOCATED EXIT LIGHT DUPLEX RECEPTACLE, GROUND FAULT, b EXIT SIGN ARROW (SINGLE) ABOVE COUNTER EXIT SIGN ARROW (DOUBLE) CEILING MOUNTED RECEPTACLE 01 WALL MOUNTED FIXTURE FLOOR MOUNTED RECEPTACLE od FLOOD LIGHT FIXTURE 'E] DISCONNECT SWITCH 0-0 SITE LIGHT FIXTURE MOTOR STARTER [}-0-0 SITE LIGHT FIXTURE Oj JUNCTION BOX BOLLARD OR PENDANT LIGHT FIXTURE pC PHOTOCELL 1— 7 0 2 1 TRACK LIGHTING rr � os OCCUPANCY SENSOR SWITCHES ST SHUNT TRIP $ SWITCH, MOUNTING HT. +48" TO BOTTOM TC TIMECLOCK $" SWITCH, SUBSCRIPT LETTER INDICATES CONTROLLED FIXTURE. PB PULL BOX $2 SWITCH, 2 POLE LB LOCKBOX $3 SWITCH, 3 -WAY $ SWITCH, 4 -WAY TS TAMPER SWITCH $T SWITCH - TIMER FS WATER FLOW SWITCH $F SWITCH - FAN/LIGHT MOTOR $ D SWITCH - DIMMER Sos SWITCH -OCCUPANCY SENSOR ® TELEPHONE TERMINAL BOARD $R SWITCH - PILOT LIGHT ® 277/480V PANELBOARD $MTR SWITCH - MOTOR RATED ® 120/208V PANELBOARD SYMBOL DESCRIPTION o SYSTEMS CABINET/PANEL F CP FIRE ALARM CONTROL PANEL 120/208V PANELBOARD, RECESSED �H 135' HEAT DETECTOR. 277/480V PANELBOARD, RECESSED 8 SYSTEMS CABINET/PANEL, RECESSED �M FIREMAN'S VOICE EVACUATION MICROPHONE ©D SMOKE DETECTOR TO FACP ABBREVIATIONS A, AMP AMPERE SMOKE DETECTOR IN DUCT - 'R' INDICATES RETURN; 'S' INDICATES SUPPLY AFF HEIGHT ABOVE FINISHED FLOOR (R� REMOTE INDICATOR AHU AIR HANDLING UNIT YY DEMO FIRE ALARM VISUAL DEVICE, WALL MOUNTED ® EF EF EXHAUST FAN 80"A.F.F. TO BOTTOM EWC ELECTRIC WATER COOLER © MANUAL FIRE ALARM PULL STATION EM ELECTRIC WATER HEATER FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE (75 ETR EXISTING TO REMAIN CANDELA, MIN.), WALL MOUNTED 0 80"AFF, TO BOTTOM. EX. EXISTING FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED ® FACP FIRE ALARM CONTROL PANEL 80"AFF, TO BOTTOM FAAP FIRE ALARM ANNUNCIATOR PANEL D TELEPHONE/DATA. 3/4" EMT STUBBED INTO CEILING SPACE G, GFCI GROUND FAULT CIRCUIT INTERRUPTER POINT OF SALE TERMINAL. PROVIDE OUTLET BOX WITH GCO GENERAL CONVENIENCE OUTLET 3/4" CONDUIT. IG ISOLATED GROUND TELEVISION OUTLET, MOUNTED 0 72" NCMS NURSE CALL MASTER STATION A.F.F. TO CENTER NF NON-FUSED SQ SPEAKER (BY OTHERS) NL NITE-LIGHT, NON -SWITCHED FIXTURE VIDEO CAMERA - SEE ELEC. COMMUNICATION PLAN p POLE DWGS. o WALL MOUNTED MICROPHONE JACK - PH PHASE BY OTHERS. W/ 3/4"C STUB -UP REL RELOCATE OD DOOR CONTACT SWITCH - BY OTHERS SP SURGE PROTECTION VA VOLT AMPERE (WATTAGE) O MOTION DETECTOR - BY OTHERS W WALL MOUNTED oA SELF CONTAINED DOOR ALARM - BY OTHERS. WP WEATHERPROOF ENCLOSURE VERIFY POWER REQUIREMENTS. GCO EQUIPMENT TAG -GENERAL CONVENIENCE OUTLET CR CARD READER - BY OTHERS. W/ 3/4"C STUB -UP EACH MULTIWIRE BRANCH CIRCUIT MUST HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THIS IS TO BE ACCOMPLISHED WITH INDIVIDUAL SINGLE -POLE CIRCUIT BREAKERS WITH HANDLE TIES IDENTIFIED FOR THE PURPOSE, OR A BREAKER WITH A COMMON INTERNAL TRIP. NOTE: SERVICE GND. PER #3/0 CU GROUNDING ELECTRODE CONDUCTOR N.E.C. AND SPECIFICATIONS. TO BUILDING LIGHTNING PROTECTION SYSTEM BUILDING STEEL(IF AVAILABLE) (IF AVAILABLE) I ' MAIN WATER SERVICE PIPE J (IF METAL) JUMPER CONCRETE -ENCASED AROUND WATER METER ELECTRODE (IF AVAILABLE) -(2)3/4"0x 101 COPPER -CLAD GROUND RODS SPACED MIN. 10'-0" APART GROUNDING DETAIL NO SCALE GENERAL NOTES: 1. IT IS ACCEPTABLE TO UTILIZE ALUMINUM FEEDER CONDUCTORS OF EQUIVALENT AMPACITY IN ACCORDANCE WITH CODE, AHJ, AND OWNER REQUIREMENTS AND ACCEPTANCE. 2. VOLTAGE DROP CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITH FLORIDA BUILDING CODE ENERGY CONSERVATION CHAPTER 4, SECTION 405.7.3. 3. ALL TERMINALS ARE TO BE LISTED FOR USE WITH 75'C RATED CONDUCTORS IN COMPLIANCE WITH NEC 110.14(C). Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP &STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD�4F6LORIDA 32 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ELECTRICAL NOTES, RISER & SYMBOL Revisions: 1 COMMENT RESPONSE 12/11/1 3 OWNER CHANGES 05/3/18 Issue Date Drawn By Checked By 10/16/17 SRG DDA Certified By. c c„E 1, ERJyGIIVUFF2YP'IG 136 N 27848..,\ O • . 13651 CRY TAL R`G,�R DMI V �l ORLANDO -R 32528• ��& pha (407)2q,N31 \G -y+ :L :L Drawing Number: E001 Project Number: 17002 MAIN BREAKER: AMPS MAIN LUGS:. 800 AMPS PHASE 3 WIRE 4 K. A.I.C.: 4Z. -AMPS SURFACE MTD: X FLUSH rATD: 1,25 208YI120V X 48OY/277V K p 2401120V IDENTIFICATION Name: MDP Project Name: SKY POWER SPORTS Project Number: 7711.2 Fed From: UTILITY C ALL'UST. FACTOR DEhANO FACTOR C@.WND LOAD (KVA)- 0.0 1.25 1 1.00 0.0 C CK NEC C 0.0 1,25 MAIN BREAKER: 0.0 C K p T r IDENTIFICATION D LOAD Project Name`. SKY POWER SPORTS CIRCUIT BREAKER 0,0 LOAD p IDENTIFICATION T T E N AMPS E 4 WIRE 0.0 Project Number: 77112 E HE S O 1.00 1 K.A.I.C. 10 AMPS 1.00 1 X 208Y1120V O S TRIP FOES LES TRS 1.00 (KVA) (KVA) 5 REC - SERVICE WRITERS R 1 PAN EL'"LA' - 52.8_ 200 3 :1 40 5,3 M AIR COMPRESSOR 1 3. INDUSTRIAL FAN (FUTU.RE): O 1.5 30 3 .1 60 17:4 C .RTU -1 4 5 RTU -2 C 17.4 60 3 3 60 17.4 C RTU -3 6 7 RTUA G 1.7.4 60 3 3 60 17.4 C RTU -5 8 9 RTU -6 C 8.2 35 3 3 35 0.2 C RTU -7 10 11 RTU -II C 19.0 80 3. 0 80 19.6 C 'RFU -9 12 13 AHU-1.. C 6.3 20 3 -3 20.0 0.0 G CU -1. 14 15 CAR -MOI I EX. FAN M 2.5 20 3 3 100 7.6 PANEL 18" 16 17 SPACE 1 1 3 3 R RECEPTACLES.SH OP 2 SPACE 18 19 SPACE 0.8 R REC-SHOP 3. 3 19 -- SPACE 20 125.7 TOTAL CONN LOAD: 219.4 KVA TOTAL DEMAND LOAD: 213.4 KVA TOTAL DEMAND AMPS: 593.0 AMPS. 92.9 1 LIGHTING RECEPTACLES LARGESTMOTOR ALL OTHER MOTORS HEATING COOLING OTHER ELEVATOR SPARES DRYERS X-RAY KITCHEN LIGHTING (L) RECEPTACLES R) LARGEST MOTOR (M) ALLOTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (0) X-W1Y(x) KI TO HETI (K) CONN. LOAD (KVA) ALL'UST. FACTOR DEhANO FACTOR C@.WND LOAD (KVA)- 0.0 1.25 1 1.00 0.0 1.6 Name: LB NEC 1.66 0.0 1,25 MAIN BREAKER: 0.0 AMPS __POLE 1.00 3. PHASE o.o Project Name`. SKY POWER SPORTS 1.00 0,0 0.0 t.6o MAIN LUGS: 100 AMPS 1.00 4 WIRE 0.0 Project Number: 77112 1.00 0.0 6.0, 1.00 1 K.A.I.C. 10 AMPS 1.00 1 X 208Y1120V 00 Fed From: MDP 1.00 0.0 00 1.00 SURFACE MTD: X 5 REC - SERVICE WRITERS R 480YI277V 0.8 20 1 1 20 FLUSH MTD: 0.8 R REC-REFRIGERATOR 6 24U120V 0.4 20 NK c 20 0.4 R REC-BREAK RM& HALLWAY 8. 9 EWH O C t1 2.5 TT 30 C 1 20 111= 0.6 R REC-ACCOUNTING 10 C K T 11 - IDENTIFICATION o. - LOADIPHASE (KVA). 1 CIRCUIT BREAKER LOAD/PHASE (KVA) o IDENTIFICATION 0.6 R REC- RETAIL. PARTS 12 E S N 13 REC - PWC R 0.5 20 1 1 E E S R REC-PARTS MAhJAGER OFFIG� O 15 REC-SHOP R 0.8 20 1 0 20 1. RECEPTACLES SHOP R REC-SHOP 20 1 1 20 08 R RECEPTACLES.SH OP 2 3 1 20 0.8 R REC-SHOP 18 19 -- 1.8 - - 5. SPARES . .... 0.8 0.6 20 1 1 20 27 REC - SHOP R 016 5 SPARES 6 20 7 SPARES 2 20 20 1 1 20 0,8 S. SPARES 8 S SPARES 2 1 0.6 20 1 1 20 0.6 S SPARES 10 1 20 1.0 R REC - SHOWROOM- 26 11 SPARES 27 TWO POST. LIFT R 0.'6 20 1 1 20 20IM 0.5 S SPARES 12 m R REC-MANAGER B.F&I OFFICE 26 13-. SPACE JR1 20 1 1 20 0.0IBM SPACE 14 0.4 R REC- SHOWROOM FLOOR BOX 15 SPACE 0.0 20 1 1 20Him 11 0.0 SPACE 16 CA "" RREC-SHOWROOM 32 20 1 1 20 20 0.0 SPACE 18 20 19 SPACE L LTG -SHOWROOM 34 20 1 1 20 0.0 SPACE 20 1 20 21 SPACE 1.3 L LTG-SHOVh200hA 0.0 20 1 1 20 0.0 SPACE 22 1 1 23 SPACE 1.3 L LTG-SHOVrROOtA 0.0 20 1 1 200.0 SPACE 24 20 1 25 SPACE 20 s 20 1 1 20 0.0 SPACE 26 1.1 20 27 SPACE 1 20 0.0 20 1 1 20 0.0 SPACE 28 29 SPACE 1 1 20 0.0 20 T 1 20 '0.0 SPACE 30 10 ,gWAM jya 6jgl.rl� 20 1.4 1 1.2 1 1.2 1 0.7 L LTG-SHOVROOM TRACK 1.2 1.2 LIGHTING (L) RECEPTACLES R) LARGEST MOTOR (M) ALLOTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (0) X-W1Y(x) KI TO HETI (K) CONN. LOAD (KVA) ALL'UST. FACTOR DEhANO FACTOR C@.WND LOAD (KVA)- 0.0 1.25 1 1.00 0.0 1.6 --- NEC 1.66 0.0 1,25 1 1.00 0.0 0.0 1.00 1 00 0.0 o.o i.6o 1.00 0,0 0.0 t.6o 00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1 1.00 0.0 6.0, 1.00 1 1.00 6.0 0.0 1.00 1 1.00 0.0 00 1.00 1 1.00 0.0 00 1.00 1.00 0.0 TOTAL CONNECTED LOAD: 7.6. KVA MAIN BREAKER: MAIN LUGS: K.A.I.C.: SURFACE MTD: FLUSH MTD: TOTAL D EMAN D LOAD: 7.6. KVA AMPS AMPS AMPS DENIANDAMPS: 21.1 AMPS POLE LIGHTING (L) RECEPTACLES (R) LARGESTMOTOR (M) ALL OTHER MOTORS (M) H EATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) �OOTD' (KVA) MAIN BREAKER: MAIN LUGS: K.A.I.C.: SURFACE MTD: FLUSH MTD: 200. 10 X AMPS AMPS AMPS 15.0 POLE 1.00 3 4 X PHASE WIRE 208YI120V 480YI277V 2401120V --- Name: LA Project Name: SKYPOWERSPORTS Project Number: 77112 Fed From: MDP 20.2 0.4 1.25 N o K C 0 7 T IDENTIFICATION p c N E S 0 A LOADIPHASE B (K`7A) C TRP CIRCUIT BREAKER IY7LES POLES TRIP LOADIPHASE A B C (KVA) 1D`cNTFICATION E 1 C c K N T T N E S (.0 0.0 1 REC -SERVICE MANAGER OFFICE R 0.8 0.0 6.8 20 1 1 20 1 1.0%MEW 1.00 R REC - BREAK ROOM 2 1.00 1.00 3 REC-SHOP R Do 0.8 1.00 20 1 1 20 0.0 1.0 ° R REC-BREAKROOM. 4 0.0 5 REC - SERVICE WRITERS R 0.8 20 1 1 20 0.8 R REC-REFRIGERATOR 6 7 REC-SHOP R 0.4 20 1 1 20 0.4 R REC-BREAK RM& HALLWAY 8. 9 EWH O 2.5 30 2 1 20 111= 0.6 R REC-ACCOUNTING 10 11 - 2.5 - - 1 20 0.6 R REC- RETAIL. PARTS 12 13 REC - PWC R 0.5 20 1 1 2 0.6 R REC-PARTS MAhJAGER OFFIG� 14 15 REC-SHOP R 0.8 20 1 1 20 0.8 R REC-SHOP 16 17 TWO POST LIFT R 1.8 20 2 1 20 0.8 R REC-SHOP 18 19 -- 1.8 - - 1 20 0.8 R REC- SHOWROOM FLOOR BOX 20 27 REC - SHOP R 0.8 20 1 2 20 0. 66 - R REC- SHOWROOM FLOOR BOX 22 23 TWO POST LIFT R1.8 20 2 1 20 0.8 R REC -.SHOWROOM FLOOR BOX 24 25 --. 1.8 jI - - 1 20 1.0 R REC - SHOWROOM- 26 27 TWO POST. LIFT R 20 2 i 20IM 0.3 m R REC-MANAGER B.F&I OFFICE 26 29 -- 1V7 1.8 - 1 20IBM 1 0.4 R REC- SHOWROOM FLOOR BOX 30 31. REC-TELEPHONE BOARD R 0.4 20 11 20 CA "" RREC-SHOWROOM 32 33 SPARE 5 0.6 20 1 1 20 0.9 L LTG -SHOWROOM 34 35 LTG. SHOP L , 1.5 20 1 1 20 1.3 L LTG-SHOVh200hA 36 37 LTG -SHOP L 1A 20 1 1 20 1.3 L LTG-SHOVrROOtA 38 39 LTG -OFFICES L 0.8 20 1 1 20 s 1.3 L LTG-SHO`AROON1 40 41 LTG - OFFICES L 1.1 20 1 1 20 0.5 L LTG- SHOV.rRCOPA TRACK 42 43 LTG -EXTERIOR BLDG L 0.5. 20 1 1 20 0.4 C ? L LTG-SHOWROONITRACK 44 45 LTG - SITE L 10 ,gWAM jya 6jgl.rl� 20 1 1 20 0.7 L LTG-SHOVROOM TRACK 46 47 LTG- RELAY PANEL CONTROL L 0.5 _ 0."0 20 20 1 1 1 20 0.6 L LTG-SHON:ROOPA TRACK 48 49 MEZZMINE LTG& RECEPTACLE R 1 20 04 L LTG- SHO'r:ROOM TRACK m'. 50 51 EF -4 h1 0.4 20 1 1 20 0.4 O FAOP 52 53 EF -5 M 0.4 20 1 1 20.- 55 REC- ROOFTOPGFI 20 t 1 20 i.a O sEPTICT?NKCONTRCEPAINEL 56257 REC - ROOFTOP GFI *RO,..' 0.6 20 71 59 LTG -EXTERIOR BLDG 06 5 SPARE 60 10.1 12s 7.7 z7 11 LIGHTING (L) RECEPTACLES (R) LARGESTMOTOR (M) ALL OTHER MOTORS (M) H EATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) �OOTD' (KVA) ADJUST. FACTOR DE IND FACTOR GaAD (KVA) 15.0 1.25 1.00 18.7 30.4 --- NEC 20.2 0.4 1.25 1.00 0.5 0.4 1.00 1.00 0.4 0.0 1.00 1.00 (.0 0.0 1.00 1.00 0.0 6.8 1.00 1.00 6.8 0.0 1.00 1.00 0.0 1.8 1.00 1.00 1.8 Do 1.00 1.00 0.0 0.0 1.00 1,00 0.0 0.0 1.00 1.00 0.0 TOTAL CONNECTED LOAD: 54.8 KVA Drawn By TOTAL DEMAND LOAD: 48.4 KVA 10/16/17 DE&WID AMPS: 134.5 AMPS DDA Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP & STORAGEI BUILDING 3710 WEST 1ST STREET, SANFORDD4F6LORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: PANEL SCHEDULES Revisions: 1 COORDINATION 12/11/17 2 SUMP PUMP ADD 01/22/18 A �1 Issue Date Drawn By Checked By 10/16/17 SRG DDA I Certified By. j etE��I V Elr,'JtG- I (N� IL1IBRI%rj��G CA. No. 278R,,V r% ADA '/ 136651 CRY$TAL,RJVER EXVE... Ms. ORLANOO,,F4.3'.M2 phone: Q07)277 -A45,k f,W D /. ail: oam,sOdea t b AA Darius D. Adams,'P. FL PE No. 53236 aIlly" Drawing Number: E00 t Project Number: 17002 Lighting Partners of CF Luminaire Schedule Symbol Qty Label Arrangement Lum. Watts Arr. Watts Lum. Lumens LLF [MANUFAC] Description 13 SLC SINGLE 37.7 37.7 4205 0.9}2 EATON -LUMARK (FORMER COOPER LIGHTING) XTOR4B-W �ilII 2 SA SINGLE 113 113 12180 1.096 EATON - McGRAW-EDISON (FORMER COOPER LIGHTING) GLEON-AF-02-LED-El-SL3 II�11 I�lIII 2 SB SINGLE 166 166 18174 1.000 EATON - McGRAW-EDISON (FORMER COOPER LIGHTING) GLEON-AF-03-LED-El-SL3 �Il•11 3 SCW SINGLE 166 166 18174 1.000 EATON - McGRAW-EDISON (FORMER COOPER LIGHTING) GLEON-AF-03-LED-EI-SL3-WM IO 2 SLD SINGLE 45 45 5555 1.000 EATON - MCGRAW-EDISON (FORMER COOPER LIGHTING) TT-C3-LED-EI-5MQ-PM-CG Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BUILDING PERIMETER - Illuminance Fc 2.51 5.8 0.1 25.10 58.00 PROPERTY LINE Illuminance Fc 0.08 0.8 0.0 N.A. N.A. SITE LIGHTING Illuminance Fc 2.09 8.2 0.4 5.23 20.50 pESeflPTgt Lum ark McGraw -Edison iM1e C.terted kG • LED 11VI Pack ser 11 TM1eG :y. LED d .cane ov des an h' y 'm super br Sni e, r hghly sca able,I d dIDI -l{':en<y A-1ED The t cosc I ow....1 g„xd L. cast ¢,sal ba.k .,T- zyztem p,;d dorm ad ­­ous'um n box.:canes steel M1a,eware a d J krg ors roaJways, to dng areas and securry S Ingo k C at ons.P66 rated and UbDLb-al ler wet ocat ons C -11-7-4 d I III d f_ _ 14 d' oVY lb l d g 91 dl dl 1-1 p -, h 1 d' T Lu J'n9 ent t 9. nst to o a, sc,00 s. sta a,d oa ,gadac4satest.' aa'Doxml � ®-Th- -Te mml t 1 L: 11-rffil It. 2---1 L =mm'' j 65e tree a:nl sa I'��m:N tE�I IrItIt I77II{I{'7I{IIFIF��Il `�LIJ.LJ 1.IlJ !1n<stmml .>nat s+w .aa I e.pt o• t, m J pp.a.a.°a HI -IG DATA: -s.=s e. 11.1 x spsl >a itM tern ce a, a. coo. °na Waaa s.MJ e•naht pre.e.h!.a.m oe°.s :rlm lv aK keama,auIt spC a bw wa pxK, ca,eoo ao.., oa+e.r � c. eaae.wu.ne.<aee,,,,:,,m.nm eua.wu=aw xxts:anmtw Fea wrw.v.sawe.samm,nMw pure w.+zw, aaxK, cede°n a:°v.a Oazev =wvG ossa- c ones¢ ,zpv Pc. ca p6,aw> pp,K.,myrc pa=a,vP a e.awa C T11 =rets at PO- 120•apart,tnaaEAextendedarn Fve year warra,ry. ,ar La,ew res Ferar to me GLEON GALLEON LED g=o1Sl: LED AFENSIIE WM NA FE a ATI rrn�'A ,g,a.paea,ea,ta Ii-tV 3A111.1 Lt. "ID -wing Not to Scale ­ PUG Rating P2 -UO -GO P2 -UO -G3 P2 -UO -G3......... 52 -UO -G3 B2 -UO -G2 6' PVC FENCE-'\ 6.2' NORTH\ .__...---_\�...... ...... .......... _ ..___------- 18S .5512 1 6' PVC FEN 4.2' NORTH 0 D R A I N A G E R E T E N T I O N E A S E M E N'1' 4 ............ ._ .._...SJA - � IRRit A IbNy �! ' � ISA I 3.g 3. Ol$'T 03 1VA'<r0E 1 1 b 1 PROPOSE U71LAI� 1 �1Mf31�f t � I_. 1-1 � I 3.a li., ,z.1 �?.s ?� 6 A 4.3 3. i. j i 1 1 2!. i. i.1 2.,i 'z. 5_._j ELECTtk IC TRANSFORMEf� _ I. ON.COC�CRETE ' :� 1.01 ! 1.3 1.4 11.5 L.8 2.a 2.6 2., 4.3 4.9 5.a 3. 1. 1.2 l.a 1.4 i.A 1.4 i., 2.2 2.3 1.7 1 1.3 1'.3 ' c _ C 0.9 1.0 1.1 1.2 1.3 1.5 1.6 2.? 4.1 5.3 b.1 2. 1.3 1.1 1.1 1.0 1.0 1.1 1.2 1.2 1.1 1 0 0.9 09� 1 3. a 1'1. U 0.5 ...0 0., 0., 0.8 5 I..._.. __.r SCW b.? j 6.2 jl 0.1 0.5 0 ^ ", 0.7 0.,5 0.5 1.2 A.2 1 PSH 19 . , X1.2 0.7 0.9 0.9 1.0 0 9 0.6 O.A 1.2 3 a 5:,0 _......._.. \ .3 I 1.1 1.3 l.a L.6 1.1 0.6 O.a 1.1 3.1 4.0....b_1 ._. ._._.__._. a, ROPOSED STORAGE � 1. �1 h.3 0.1 : I 1.6 1.8 1.8 1. I 9 . 3 0. 6 0. 1 '.1 � 4 3 "I:. � I Ii 1� � 2.9 3 i� 1.3 _ _ 2.1 2.0 1.a 0.6 0.s 1.1 2.5 2., �I z.3 2., Q48,0.Ci. is ?..7_._._6.5 i.o i., i.9 0.5 5.2 1"C SLC #8,#8G, SLC ? 3 0�� >tA 45a i.6 bt-, 6.6 i.0 i.a I MH: U MH: b.A &i 4 F(V(A RR 1) LA -59 21 �i.3 RR -11) �l 3.5 3.1 18 b.9 0., 10 1 '..' 24-� (VIA RP -1) s--- - ....._. ... .._..------ ..... IiB 3.a 3.5 3.3 1 3 '0.8 _ O.a 2 2. C 4.0 4.9 12.a J. 5 ljMH: 25 �I S� �2.4 l 3.'! 3.1 3.2 2.6 1 , ._:.,..>A.8 ].4 2.¢ 0 4.p i q ( MH:' 6 . 2 ! 2 7 ! 2.4 2.a 2.6 2.2 1 0 8 0.9 .6 2. 1 I __ PPoFQ-yn�suznius-._.___ ' 2 31,000 SF --I 2.1 1.5 2.3 2.1 1 5 0,8 0.9 .a 3.� 5.5 6.0 FFE-28.5' I 2.3 SLD i -- EXISITING STORAGE PL',S 1.7 1.9 i.9 2.0 1.4 b.e o.s i 9 a.ql z s 5 2.9 BUILDING ��) .._._...... !.._....... M_L - I 1.6 1.8 1.3 0.8 0., 1., 3.9 4. i A. ) ._ _-_-__. _ _--_....._...._...-.. .._ ___ _ ;e a I F.F. ELEVATION=28.16 I l�: ..._._._ I I.3 9 , 16.8 1.1 1.2 1.3 1.1 0, 2... -...-.,OJ i.6 3., 4.p i I z LA -43 , f (VIA RP -1) .9 0.5 0.7 0 9 0.8 0., 1.6 3.9 5.3 0 -- z - ! (2)#8r#8G, 0.40.6 b , 0 9 b a 6.8 b., i.e 4., 6.3 16, . L_.._ (. LA -56 W 1"C 0. ].. b.8 ,..._.-0., 1.6 _ 5.9 a .5 ..3 - Wpm 19 .2 j! J ! �p �.6 1.0 1.1 1.2 1.3 (.9 _ (2) 6#8G, 3 A -.. _-- -.-_. .. .........._ 3.6 F.9 a .2 C -- C V7 0_9„ 1--_ 1.5 1., 1.6 1 0 LV 7 1.4 3.3OD 1.11.9 1.9 2.0 1.9 1.0 0., 1.5 3.2 3.3 3.2 ♦A • l I _ X0.9 i 2.3 2.2 '1.9 1 0.9 '., 2 8 d.1- 4 - 5.5 .9 _._.._.__ .. .2 4 •.1 2.8 ..8 it .9 j 2 PROPOSED DRAIN FIELD FOR -- SEPTIC CONCRETE • 1ALK SB ! �- ; _..._ ._ 4 !J,7 e i. .8 MH: 25-• 1.4 '3.,6,. 9 �7 0.8 2 3 1.9 1 b 5 1.3 4.4 6.5 i 9 .'. .... .. , .1 i.o z 3 2�.2 2.ii.8 6.9 b.s i.3 3.8 's., 6 1 II C ' CONCRETE M 19 8 ACCESS AND i.0 1.8 i(, 9 6 9 b.s i.z 3.z _4.3 .. L UTILITY� .._.... N EASEMENT �6.a ,3 s i.4 b 9 b.5 i.1 3.0 3.6 3 9 PER ORB 67f36, Co 11JRETL ! 5 PG 665-683 0 a 01., Al 0 1 0 0, 2 -9 3 ' 3.3 T (,'i 2. 5.' t -13.9 L'C.`1 i ,� b b.7 rf�h .... .... -t" - M?, '- M -7.8 2 ...- ......_. _.... ___ ..G_.-..+.3 2 9 lea--0.� /�1 �2 l t CONCRETE b.9 1.5 i.4 2 1.5 1.7 '.s i.6 i.4 ., b.3 6.1 CONCRETE-� i' ] 1 - FLUME FLUME • 0 11_ t ._.._ PANEL "LA" .0 D R A I N A G E R E T E N T I O N -- - 1" BACKFLOW _Is ��''0 j 2-6" SANITARY PIPES- PREVENI'OR i(' ON CCCRETE�.\ 1-1/2° UNDERGROUND CONDUIT FOR FUTURE MONUMENT SIGN FIRE HYDRAN-P- .. . .... ...... . ......... - _........,� �/ WP MAILBOX--- J 1 Jo I iac IRRIGATION ' I 1,��_�� CONTROL VAVLE CONCRETE SIDEWALK. RECLAIMED--- ,.`- o --- -- GdATER METER 0 GAS LINE ...:�I ------ ---- MARKER L, : RETE DRIVE WEST BOUND LANES SITE PHOTOMETRIC PLAN SCALE: i" = 30 '- 0' va N N cO co 0 0 0 0 0 1 z 3 4 3 2 1 1 0 L 1 1 1 1 0 0 0 0 0 0 6" 2 JC CLEANOUT I H ' N ' tzJ n trJ FN WW1�Viv O 1�yPVOI CLEANOUT o .-h-STOP SIGN 0 -'RECLAIMED 0 WATER VAVLE DQ Owner: MCKEE CONSTRUCTION CO. 135 West Central BNd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 3110 WEST 1ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfornance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE PHOTOMETRIC PLAN Revisions: 1 COORDINATION 12/11/17 2 SUMP PUMP ADD 01/22/18 3 OWNER CHANGES 05/3/18 Issue Date Drawn By Checked By 10/16/17 tv cetlen vEAronE [tided alum nundr+ver DDA s°m�low"en LEDiasEs -prof¢ 1. s°'� aartso on<' tn<a w,ng.ompaar Ve`L nteyral LEDeectronic [ LEDcd,veea are mourned to tngmgp r.mentaFof Pound Doe adapter iGu [M1 ru39ed onepece,da cast cnambersnc corporetea surge protecton. 130 } erclezu'e lh.'m 11, zVlu[etl lmm ovabla nay as -I, for ease walmpuni ng sp J, w'almoun1 nmged rer.-s. door back box..-Ihmg boos engnaered d d d '", 1' 2)JV ah6GHz or 3a>J 60Hz models. Lent Gquarea to IU m a of ,.mh,ha+<e. 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"ID -wing Not to Scale ­ PUG Rating P2 -UO -GO P2 -UO -G3 P2 -UO -G3......... 52 -UO -G3 B2 -UO -G2 6' PVC FENCE-'\ 6.2' NORTH\ .__...---_\�...... ...... .......... _ ..___------- 18S .5512 1 6' PVC FEN 4.2' NORTH 0 D R A I N A G E R E T E N T I O N E A S E M E N'1' 4 ............ ._ .._...SJA - � IRRit A IbNy �! ' � ISA I 3.g 3. Ol$'T 03 1VA'<r0E 1 1 b 1 PROPOSE U71LAI� 1 �1Mf31�f t � I_. 1-1 � I 3.a li., ,z.1 �?.s ?� 6 A 4.3 3. i. j i 1 1 2!. i. i.1 2.,i 'z. 5_._j ELECTtk IC TRANSFORMEf� _ I. ON.COC�CRETE ' :� 1.01 ! 1.3 1.4 11.5 L.8 2.a 2.6 2., 4.3 4.9 5.a 3. 1. 1.2 l.a 1.4 i.A 1.4 i., 2.2 2.3 1.7 1 1.3 1'.3 ' c _ C 0.9 1.0 1.1 1.2 1.3 1.5 1.6 2.? 4.1 5.3 b.1 2. 1.3 1.1 1.1 1.0 1.0 1.1 1.2 1.2 1.1 1 0 0.9 09� 1 3. a 1'1. U 0.5 ...0 0., 0., 0.8 5 I..._.. __.r SCW b.? j 6.2 jl 0.1 0.5 0 ^ ", 0.7 0.,5 0.5 1.2 A.2 1 PSH 19 . , X1.2 0.7 0.9 0.9 1.0 0 9 0.6 O.A 1.2 3 a 5:,0 _......._.. \ .3 I 1.1 1.3 l.a L.6 1.1 0.6 O.a 1.1 3.1 4.0....b_1 ._. ._._.__._. a, ROPOSED STORAGE � 1. �1 h.3 0.1 : I 1.6 1.8 1.8 1. I 9 . 3 0. 6 0. 1 '.1 � 4 3 "I:. � I Ii 1� � 2.9 3 i� 1.3 _ _ 2.1 2.0 1.a 0.6 0.s 1.1 2.5 2., �I z.3 2., Q48,0.Ci. is ?..7_._._6.5 i.o i., i.9 0.5 5.2 1"C SLC #8,#8G, SLC ? 3 0�� >tA 45a i.6 bt-, 6.6 i.0 i.a I MH: U MH: b.A &i 4 F(V(A RR 1) LA -59 21 �i.3 RR -11) �l 3.5 3.1 18 b.9 0., 10 1 '..' 24-� (VIA RP -1) s--- - ....._. ... .._..------ ..... IiB 3.a 3.5 3.3 1 3 '0.8 _ O.a 2 2. C 4.0 4.9 12.a J. 5 ljMH: 25 �I S� �2.4 l 3.'! 3.1 3.2 2.6 1 , ._:.,..>A.8 ].4 2.¢ 0 4.p i q ( MH:' 6 . 2 ! 2 7 ! 2.4 2.a 2.6 2.2 1 0 8 0.9 .6 2. 1 I __ PPoFQ-yn�suznius-._.___ ' 2 31,000 SF --I 2.1 1.5 2.3 2.1 1 5 0,8 0.9 .a 3.� 5.5 6.0 FFE-28.5' I 2.3 SLD i -- EXISITING STORAGE PL',S 1.7 1.9 i.9 2.0 1.4 b.e o.s i 9 a.ql z s 5 2.9 BUILDING ��) .._._...... !.._....... M_L - I 1.6 1.8 1.3 0.8 0., 1., 3.9 4. i A. ) ._ _-_-__. _ _--_....._...._...-.. .._ ___ _ ;e a I F.F. ELEVATION=28.16 I l�: ..._._._ I I.3 9 , 16.8 1.1 1.2 1.3 1.1 0, 2... -...-.,OJ i.6 3., 4.p i I z LA -43 , f (VIA RP -1) .9 0.5 0.7 0 9 0.8 0., 1.6 3.9 5.3 0 -- z - ! (2)#8r#8G, 0.40.6 b , 0 9 b a 6.8 b., i.e 4., 6.3 16, . L_.._ (. LA -56 W 1"C 0. ].. b.8 ,..._.-0., 1.6 _ 5.9 a .5 ..3 - Wpm 19 .2 j! J ! �p �.6 1.0 1.1 1.2 1.3 (.9 _ (2) 6#8G, 3 A -.. _-- -.-_. .. .........._ 3.6 F.9 a .2 C -- C V7 0_9„ 1--_ 1.5 1., 1.6 1 0 LV 7 1.4 3.3OD 1.11.9 1.9 2.0 1.9 1.0 0., 1.5 3.2 3.3 3.2 ♦A • l I _ X0.9 i 2.3 2.2 '1.9 1 0.9 '., 2 8 d.1- 4 - 5.5 .9 _._.._.__ .. .2 4 •.1 2.8 ..8 it .9 j 2 PROPOSED DRAIN FIELD FOR -- SEPTIC CONCRETE • 1ALK SB ! �- ; _..._ ._ 4 !J,7 e i. .8 MH: 25-• 1.4 '3.,6,. 9 �7 0.8 2 3 1.9 1 b 5 1.3 4.4 6.5 i 9 .'. .... .. , .1 i.o z 3 2�.2 2.ii.8 6.9 b.s i.3 3.8 's., 6 1 II C ' CONCRETE M 19 8 ACCESS AND i.0 1.8 i(, 9 6 9 b.s i.z 3.z _4.3 .. L UTILITY� .._.... N EASEMENT �6.a ,3 s i.4 b 9 b.5 i.1 3.0 3.6 3 9 PER ORB 67f36, Co 11JRETL ! 5 PG 665-683 0 a 01., Al 0 1 0 0, 2 -9 3 ' 3.3 T (,'i 2. 5.' t -13.9 L'C.`1 i ,� b b.7 rf�h .... .... -t" - M?, '- M -7.8 2 ...- ......_. _.... ___ ..G_.-..+.3 2 9 lea--0.� /�1 �2 l t CONCRETE b.9 1.5 i.4 2 1.5 1.7 '.s i.6 i.4 ., b.3 6.1 CONCRETE-� i' ] 1 - FLUME FLUME • 0 11_ t ._.._ PANEL "LA" .0 D R A I N A G E R E T E N T I O N -- - 1" BACKFLOW _Is ��''0 j 2-6" SANITARY PIPES- PREVENI'OR i(' ON CCCRETE�.\ 1-1/2° UNDERGROUND CONDUIT FOR FUTURE MONUMENT SIGN FIRE HYDRAN-P- .. . .... ...... . ......... - _........,� �/ WP MAILBOX--- J 1 Jo I iac IRRIGATION ' I 1,��_�� CONTROL VAVLE CONCRETE SIDEWALK. RECLAIMED--- ,.`- o --- -- GdATER METER 0 GAS LINE ...:�I ------ ---- MARKER L, : RETE DRIVE WEST BOUND LANES SITE PHOTOMETRIC PLAN SCALE: i" = 30 '- 0' va N N cO co 0 0 0 0 0 1 z 3 4 3 2 1 1 0 L 1 1 1 1 0 0 0 0 0 0 6" 2 JC CLEANOUT I H ' N ' tzJ n trJ FN WW1�Viv O 1�yPVOI CLEANOUT o .-h-STOP SIGN 0 -'RECLAIMED 0 WATER VAVLE DQ Owner: MCKEE CONSTRUCTION CO. 135 West Central BNd., Suite 340 Orlando, Florida 32801 TEL: 407.363.6136 M26001097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 3110 WEST 1ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfornance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE PHOTOMETRIC PLAN Revisions: 1 COORDINATION 12/11/17 2 SUMP PUMP ADD 01/22/18 3 OWNER CHANGES 05/3/18 Issue Date Drawn By Checked By 10/16/17 SRG DDA (nC,ertified By'770. " carni 27k43' Q, W9S :aL')IVER Cl?JVE ORLANpo, QL-12a2p�C»t 13651 CRyST ph-E: (40Z)277,s43,11 RIdE,,gga1 a ERgr.GGD 36 LJDarius D: Adaigns,FLP P.E, Drawing Number: ESI 00 Project Number: 1%002 i NOTES: 1. COORDINATE ELECTRICAL REQUIREMENTS WITH NAMEPLATE DATA & INSTALLATION INSTRUCTIONS PRIOR TO ROUGH IN. 2. FINAL LOCATION OF OUTLETS SHALL BE COORDINATED WITH OWNER DURING WALK THROUGH AFTER ROUGH IN IS COMPLETE. 3. AT LEAST 50% OF ALL 125 VOLT 15 AND 20 AMPERE RECEPTACLES INSTALLED IN PRIVATE & OPEN OFFICES SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICE IN ACCORDANCE WITH ASHRAE 90.1-2010, SECTION 8.4.2 PLAN KEY NOTES:O 1. COORDINATE EXACT ROUGH—IN LOCATION IN FIELD WITH ARCHITECTURAL, FURNITURE AND MILLWORK DRAWINGS. 2. SP— CEILING/POWER PACK CONTROL, SIMILAR TO ACCUITY CONTROLS SENSOR—CM—PDT-9 AND POWER PACK—MP-20. CONTROLLED PLUG MUST BE IDENTIFIED EITHER THROUGH THE USE OF AN IMPRINTED RECEPTACLE OR WALLPLATE DECAL. 3. PROVIDE 208V, 10 ELECTRICAL CONNECTION TO TWO—POST FLOOR PLATE LIFT. COORDINATE EXACT ROUGH—IN LOCATION AND REQUIREMENTS WITH EQUIPMENT VENDOR PRIOR TO ROUGH—IN. ENLARGED POWER & SYSTEMS PLAN Z o_ '_O• 16 SCALE: ,/8• Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEi: 407.363.6136 M26WI097 ®Copyright 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD FLORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfamance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: ENLARGED POWER & SYSTEMS PLAN Revisions: 3 OWNER CHANGES 05/3/18 Issue Date Drawn By Checked By 10/16/17 SRG DDA Certified By F CAJC� 27.64 •�� •••.,� �j 135$1 C�YSTALJ2�/ER DRIVE ORLAt 9D, F` 3282 pl`l6u?�g0])2P'3431 i maul ariusgdaar mgi �m J w _ Darius D.pdams,ip.E; `• r FL PE No '53236,,' Drawing Number: E302 Project Number: 17002 .................... WALL PANEL E +24'-Q" I T.O. WAIL PANEL ® I ELEV. +18'-4" - I BACK I I FRONT 0 1 1 EIRE SPRINKLER SECTION VIEW N,T.S, SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED LL 13E PERMIT. AN ISSUED PETo PROCEED DEEMED PERMISSION SET Wo AS ITH WORK ACANCEOL, ALTER TOR OR SE TO VIOLATE, ASIDE ANY OF THESE PRONOR SHALL THE TECHNICAL CODESIT , FROM ISSUANCE OF A ION DIV S ON FROM FIRE PREVENTIONREQUIRINO THERE I N OF ERRORS ON THE CORRECTION OTHER PLANS, CONSTRUCTION OR VIOLATIONS OF THE CODE• GENERAL NOTES 1. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 DESIGN SPECIFICATIONS & DRAWINGS, STATE AND LOCAL BUILDING/FIRE CODES, LOCAL FIRE DEPT AND OWNER'S REP, 2. ALL NEW PIPE, 1�' AND SMALLER TO BE SCH,40 BLACK STEEL 3. ALL NEW PIPE, 21' AND LARGER TO BE SCH.10 BLACK STEEL 4. END PREPARATION FOR ALL PIPE 2' AND SMALLER SHALL BE THREADED WITH CAST IRON FITTINGS 5. END PREPARATION FOR ALL PIPE 2!' AND LARGER SHALL BE GROOVED WITH GROOVED FITTINGS 6, PENDENT SPRINKLER HEADS USED IN SUSPENDED CEILING TILE TO BE LOCATED AT CENTER POINTS OF 24' SQUARE TILE AND CENTER AND/OR QUARTER POINTS OF 24' x 48' RECTANGULAR TILE 7, DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION, -LIGHT HAZARD AREA DESIGN DENSITY TO BE .10/1500 WITH 100 GPM HDSE ALLOWANCE, STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 225 SQ, FT, -ORDINARY HAZ 2, AREA DESIGN DENSITY TO BE .20/1500 WITH 250 GPM HOSE ALLOWANCE, STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ, FT. 8, INSTALL HANGERS ON ALL PIPING OVER 2'-0' IN LENGTH, 9. ALL PIPE LENGTHS TO END CAPS TO BE 0'-6' UNLESS NOTED DIFFERENTLY 10, MAXIMUM DISTANCES FROM CEILING DR UNDERSIDE OF ROOF TO SPRINKLER DEFLECTOR SHALL BE MAINTAINED PER NEPA 13 11, SUPERVISION OF SPRINKLER ALARM CONDITIONS SHALL BE MONITORED BY OFF SITE STATION (BY OTHERS) 12, PROVIDE AUXILIARY DRAINS AT ALL TRAPPED PIPING CONTAINING MORE THE 5 GALLONS OF TRAPPED WATER - DRAIN ASSEMBLY INSTALLATION, DESIGN, AND SIZE PER NEPA 13 13, PROVISIONS FOR FLUSHING, READILY REMOVABLE FITTINGS SHALL BE PROVIDED AT THE END OF ALL CROSS MAINS AND GRIDDED BRANCHLINES SHALL BE PROVIDED WITH GROOVED COUPLINGS 14, CLEARANCE SHALL BE MAINTAINED AROUND ALL PIPES WHERE PENETRATIONS ARE MADE IN FIRE RATED WALLS OR FLOORS AND HOLES SHALL BE FILLED WITH FIRESTOP MATERIAL 15. PROVIDE CHROME WALL PLATE ESCUTCHEONS AT ALL EXPOSED WALL PENETRATIONS 16, SPRINKLER THERMAL SENSITIVITY AS FOLLOWS, -SPRINKLERS SHALL BE QUICK RESPONSE TYPE, 17, HANGER NOTES, (ALSO SEE PIPE HANGER DETAILS) -HANGER TYPE TO BE INSTALLED SHALL BE SWIVEL RING, BAND TYPE HANGER - SEE HANGER DETAILS. -ALL THREAD ROD DIAMETER USED FOR PIPE HANGERS SHALL BE PER NFPA 13 18, ALL CONTROL VALVES SHALL BE FURNISHED WITH SUPERVISORY/TAMPER SWITCH - GENERAL DUTY VALVES SUCH AS DRAIN AND TEST VALVES SHALL NOT BE SUPERVISED, 19, ALL SPRINKLER SYSTEMS, WET AND DRY, SHALL UTILIZE SYSTEM FLOW SWITCH (PRESSURE OR VANE). 20, SPRINKLERS DISCHARGE IS TO BE UNOBSTRUCTED BY STRUCTURAL MEMBERS, HVAC DUCTS, ETC. SPRINKLER PROTECTION IS REQUIRED BELOW RUNS OF OBSTRUCTIONS IN EXCESS OF 48' WIDE 21, SIDEWALL SPRINKLERS TO BE INSTALLED UNDER ALL OVERHEAD NON ROLLUP TYPE DOORS 22, PROVIDE SPARE SPRINKLER CABINETS MOUNTED ON WALL NEAR RISERS CONTAINING SPARE HEADS PER NFPA 13 23. SPRINKLER PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS 24, ELECTRIC ALARM BELL SHALL BE POTTER ELECTRIC 8' DIAMETER, POWER PER PROJECT REQUIREMENTS 25, SOURCE HYDRAULIC REFERENCE NODE IS A CIRCULATING SUPPLY - SEE CALCULATIONS FOR DESCRIPTION OF PIPING TO SOURCE u vQ Lt. �� r �'g g OAk PERMIT #--.L? -'3t rx�_'1140 WATER S STATIC PRESSURE RESIDUAL PRESSURE PITOT READING FLOW IN G.P.M. DATE OF TEST TIME OF TEST TEST TAKEN BY HYDRANT LOCATION DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BOR GPM REQ'D ® BOR PSI REQ'D ® HYD GPM REQ'D ® HYD # SPRINKLER N DESIGN AREA FIRE PUMP SIZE GPM Q PSI TYPE OFDRIVER ELECTRICAL REQS DESIGN CRITERIA SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS O 20' 20' NI NO. -19Id%wO�n SANFORD CITY X Ropt PER �clf: (9 225 SQ. FT. {p liIII'l,p'�NQApX OOF 1 Baow aEUNG x MO �O FT SuaW Fpp� M*13 FORSOB51RUC110NFAGE RULES PER 0 SYMB. I QTY. I .ciiF lrnrino] TEMP.] SIN# I MODEL rDELUGE TOTAL SPRINKLERS PER FLOOR TOTAL NUMBER OF AREAS TOTAL SPRINKLERS THIS SHEET ANT* ER HAS THE RESPONSIBILITY OF PROVIDING FREEZE ION IN AREAS THAT HAVE A WET PIPE SPRINKLER SYSTEM AS A SUITABLE HEATED ENCLOSURE FOR DRY PIPE, OR ANY OTHER TYPE VALVE CONTROLLING WATER TO AUTOMATIC SPRINKLER SYSTEMS. PIPE INSULATION NOTE: ALL PIPE INSULATION IS TO BE BY OTHERS, ANY DETAILS PROVIDED ARE FOR SUGGESTIONS ONLY, ALL INSULATION MUST BE INSTALLED BY A QUALIFIED INSTALLER PRECISION FIRE SYSTEMS ACCEPTS NO RESPONSIBILITY MAINTENANCE: PER NFPA 25, 2013 EDITION SECTION 4.1.2- THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY. DAMS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH: 407-539-2353 LIC: 35816 CERTIFICATE OF AUTHORIZATION 8689 NO. DATE I REVISIONS BY PROJECT: SKY POWER SPORTS 3710 WEST IST STREET SANFORD FLORIDA CONTRACTWfli MCKEE CONSTRUCTION CO. ED 5' Mfo 790 MONROE ROAD. 11JJZ1]1tt __�__r__-__,�� SANFORD, FLORIDA 32771 SYSTEM# ISITE REFERENCE PLAN CONTRACT# 118009 DRM F, C, 233 r 3/8/14 AS NOTED SANFORD CITY CONTRACT# 118009 I I I FIRE SPRINKLER EF-EICE PLAN Scale! 1'-0"=1/8" EIRE SPRINKLER RISER DETAIL N,T,S, x g CV DECK OR CEILING BRANCHLINE UPRIGHT SPRINKLER / PIPE Upright Sprinkler Detail N.T.S. STEEL PIPE HANGER LOCATION DETAIL BEAM CLAMP 1' 24' MAX, 12' MAX. 12'-0' MAX, 3' MIN, 1-1/4' 24' MAX. 12' MAX, 12'-0' MAX. 3' MIN, 1-1/2' TO 8' 24' MAX. 12' MAX, 15'-0' MAX, 3' MIN, ALL THREAD ROD BRANCHLINE SF PRINKLER HEAD OR MAIN STEEL PIPE FLOW IN G.P.M. IPE RING Hanger Detail 3/5/18 N,TS. STEEL PIPE HANGER LOCATION DETAIL PIPE SIZE A (UPRIGHT) Ax (PENDENT) B, C 1' 24' MAX, 12' MAX. 12'-0' MAX, 3' MIN, 1-1/4' 24' MAX. 12' MAX, 12'-0' MAX. 3' MIN, 1-1/2' TO 8' 24' MAX. 12' MAX, 15'-0' MAX, 3' MIN, Ax FOR STEEL PIPE, WHERE PRESSURES EXCEED 100 P.S.I. PER 9,23,52,1 AND A BRANCHLINE ABOVE THE CEILING SUPPLIES PENDENT SPRINKLERS BELOW THE CEILING A OR A* B* SIZE GPM @ PSI 000 GPM @000 PSI SF PRINKLER HEAD 60 PSI STEEL PIPE FLOW IN G.P.M. HANGER BA MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0' FOR ALL PIPE SIZES 1" ARMO/VER (SEE PLAN) 1" NIPPLE / d 1" 90 ELL 1" PIPE SPRINKLER DROP o REDUCING COUPLING RECESSED PENDENT W/ ESCCT. CEILING \ i Return Bend Detail N.T.S. SPRINKLER PLAN -FIRE Precision Fire Systems Inc. 782 Monroe Road Sanford, Florida 32771 321-363-1560 WATER SUPPLY INFORMATION STATIC PRESSURE 80 PSI FIRE PUMP N/A RESIDUAL PRESSURE 78 PSI SIZE GPM @ PSI 000 GPM @000 PSI PITOTREADING 60 PSI TYPE OF DRIVER N/A FLOW IN G.P.M. 1300 GPM ELECTRICAL REQS N/A DATE OF TEST 3/5/18 TIME OF TEST 0:00 TEST TAKEN BY PRECISION FIRE SYSTEMS HYDRANT LOCATION STATIC - STATE ROAD 46 WEST OF N. WHITE CEDAR RD. FLOW - CONNER OF STATE ROAD M AND N. CEDAR RD. DESIGN CRITERIA DESIGN AREA AREA 1 AREA 2 DENSITY 0.2 0.15 DESIGN AREA S.F. 1504 S.F. 983 S.F. PSI REQ'D ® BOR 70.12 70.12 GPM REQ'D ® BOR 227.37 227.37 PSI REQ'D ® HYD 78 78 GPM REUD @ HYD 1300 1300 SPRINKLER DESIGN AREA 12 11 inicinr /ni iTcinr 250 250 SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM �p� �ppq COMMENTS ���� O 225 SQ. FT. BSN Fp�LLpCWIgR`L'111�YNBpELOWCUCyf�]%RULESPER NEPA 13 FOR OBSIR�C1A O 130 SQ. F. co v �p p� S Sp'�l�p"��^D� ayp� �EWI 1w 11c MOW FIXt OBSIRUC➢ONS SYMB. QTY' 'SIZE FACTOR TEMP.1 SIN# I MODEL Q 27 1/2 5.6 155 TY3251 TYCO TY -B CHROME PENDENT QR STANDARD COVERAGE O 206 1/2 5.6 155 TY3151 TYCO TY -B BRASS UPRIGHT 233 TOTAL SPRINKLERS PER FLOOR 01 TOTAL PLUMBER OF AREAS . 233 TOTAL SPRINKLERS THIS SHEET *IMPORTANT* THE OWNER HAS THE RESPONSIBILITY OF PROVIDING FREEZE PROTECTION IN AREAS THAT HAVE A WET PIPE SPRINKLER SYSTEM AS WELL AS A SUITABLE HEATED ENCLOSURE FOR DRY PIPE, DELUGE OR ANY OTHER TYPE VALVE CONTROLLING WATER SUPPLIES TO AUTOMATIC SPRINKLER SYSTEMS. PIPE INSULATION NOTE: ALL PIPE INSULATION IS TO BE BY OTHERS, ANY DETAILS PROVIDED ARE FOR SUGGESTIONS ONLY, ALL INSULATION MUST BE INSTALLED BY A QUALIFIED INSTALLER PRECISION FIRE SYSTEMS ACCEPTS NO RESPONSIBILITY MAINTENANCE: PER NFPA 25, 2013 EDITION SECTION 4.1.2- THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY. DAVIS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH: 407-539-2353 LIC: 35816 CERTIFICATE OF AUTHORIZATION 8689 DATE I REVISIONS PROTECT: SKY POWER SPORTS 3710 WEST IST STREET SANFORD FLORIDA CONTRACT`MM MCKEE CONSTRUCTION CO. 790 MONROE ROAD. SANFORD, FLORIDA 32771 SYSTEM# FIRE SPRINKLER PLAN DRAWN BY: DEM CHECKED BY: F. C. TOTALaS: 233 DATE: 3/8/18 SCALE: AS NOTED AH3: SANFORD CITY CONTRACT# 18009 SHEET # o> �FP-0 SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PER",IIT. AN ISSUED PERMIT SHALL BE DEE.r11-D PEZMISSION TO PROCEED NOT AS AUTHORITY .CANCEL, ALTER OR .SET TO VIOL -'JE. ASIDE Art OF -THESE PROVISIONS SHALL TE+E Tr ;t.l;�!CAL CODES, .1F+NCE=. OF A PERMIT PREVENT E FIR. i?EVcNTION DIVISION A THEREAFTER REQUIRING LANS,CONSTRUCTIONR ON THE POR OTHER PLANS, VIOLATIONS OF THE CODE. ka r -j WALL PANEL I I E . +24'-0" T.O. WALL PANEL ELEV. +18 -4" BACK L I I FRONT ]r Y I I -- 1 i ' I ' EIRE SPRINKLER SECTI❑N VIEW N,T,S, SCOPE OF WORK: PRECISION FIRE TO INSTALL NEW WET & DRY SYSTEMS TO SPRINKLER NEW CONSTRUCTION IN ACCORDANCE WITH NFPA 13 GENERAL NOTES 1. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 DESIGN SPECIFICATIONS & DRAWINGS, STATE AND LOCAL BUILDING/FIRE CODES, LOCAL FIRE DEPT AND OWNER'S REP, 2. ALL NEW PIPE, 1h' AND SMALLER TO BE SCH.40 BLACK STEEL 3. ALL NEW PIPE, 2Y' AND LARGER TO BE SCHAO BLACK STEEL 4' END PREPARATION FOR ALL PIPE 2' AND SMALLER SHALL BE THREADED WITH CAST IRON FITTINGS 5, END PREPARATION FOR ALL PIPE 2Y' AND LARGER SHALL BE GROOVED WITH GROOVED FITTINGS 6. PENDENT SPRINKLER HEADS USED IN SUSPENDED CEILING TILE TO BE LOCATED AT CENTER POINTS OF 24' SQUARE TILE AND CENTER AND/OR QUARTER POINTS OF 24' x 48' RECTANGULAR TILE 7. DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION, -LIGHT HAZARD AREA DESIGN DENSITY TO BE .10/1500 WITH 100 GPM HOSE ALLOWANCE, STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 225 SQ. FT. -ORDINARY HAZ 2� AREA DESIGN DENSITY TO BE .20/1500 WITH 250 GPM HOSE ALLOWANCE, STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT. 8, INSTALL HANGERS ON ALL PIPING OVER 2'-0' IN LENGTH, 9,ALL PIPE LENGTHS TO END CAPS TO BE 0'-6' UNLESS NOTED DIFFERENTLY 10, MAXIMUM DISTANCES FROM CEILING OR UNDERSIDE OF ROOF TO SPRINKLER DEFLECTOR SHALL BE MAINTAINED PER NEPA 13 11.SUPERVISION OF SPRINKLER ALARM CONDITIONS SHALL BE MONITORED BY OFF SITE STATION (BY OTHERS) 12, PROVIDE AUXILIARY DRAINS AT ALL TRAPPED PIPING CONTAINING MORE THE 5 GALLONS OF TRAPPED WATER - DRAIN ASSEMBLY INSTALLATION, DESIGN, AND SIZE PER NEPA 13 13, PROVISIONS FOR FLUSHING, READILY REMOVABLE FITTINGS SHALL BE PROVIDED AT THE END OF ALL CROSS MAINS AND GRIDDED BRANCHLINES SHALL BE PROVIDED WITH GROOVED COUPLINGS 14, CLEARANCE. SHALL BE MAINTAINED AROUND ALL PIPES WHERE PENETRATIONS ARE MADE IN FIRE RATED WALLS DR FLOORS AND HOLES SHALL BE FILLED WITH FIRESTOP MATERIAL 15. PROVIDE CHROME WALL PLATE ESCUTCHEONS AT ALL EXPOSED WALL PENETRATIONS 16. SPRINKLER THERMAL SENSITIVITY AS FOLLOWS, -SPRINKLERS SHALL BE QUICK RESPONSE TYPE. 17, HANGER NOTES, (ALSO SEE PIPE HANGER DETAILS) -HANGER TYPE TO BE INSTALLED SHALL BE SWIVEL RING, BAND TYPE HANGER - SEE HANGER DETAILS, -ALL THREAD ROD DIAMETER USED FOR PIPE HANGERS SHALL BE PER NEPA 13 18. ALL CONTROL VALVES SHALL BE FURNISHED WITH SUPERVISORY/TAMPER SWITCH - GENERAL DUTY VALVES SUCH AS DRAIN AND TEST VALVES SHALL NOT BE SUPERVISED 19, ALL SPRINKLER SYSTEMS, WET AND DRY, SHALL UTILIZE SYSTEM FLOW SWITCH (PRESSURE OR VANE). 20, SPRINKLERS DISCHARGE IS TO BE UNOBSTRUCTED BY STRUCTURAL MEMBERS, HVAC DUCTS, ETC. SPRINKLER PROTECTION IS REQUIRED BELOW RUNS OF OBSTRUCTIONS IN EXCESS OF 48' WIDE 21, SIDEWALL SPRINKLERS TO BE INSTALLED UNDER ALL OVERHEAD NON ROLLUP TYPE DOORS 22, PROVIDE SPARE SPRINKLER CABINETS MOUNTED ON WALL NEAR RISERS CONTAINING SPARE HEADS PER NEPA 13 23.SPRINKLER PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS 24. ELECTRIC ALARM BELL SHALL BE POTTER ELECTRIC 8' DIAMETER, POWER PER PROJECT REQUIREMENTS 25, SOURCE HYDRAULIC REFERENCE NODE IS A CIRCULATING SUPPLY - SEE CALCULATIONS FOR DESCRIPTION OF PIPING TO SOURCE Precision Fire Systems Inc. 782 Monroe Road Sanford, Florida 32771 321-363-1560 WATER. STTPPT,Y TNFnR.MATTnN STATIC PRESSURE FIRE PUMP RESIDUAL PRESSURE SIZE GPM @ PSI PITOT READING TYPE OF DRIVER FLOW IN G.P.M. ELECTRICAL REQS DATE OF TEST TIME OF TEST TEST TAKEN BY HYDRANT LOCATION DESIGN CRITERIA DESIGN AREA DENSITY DESIGN AREA S.F. PSI REQ'D 0 BOR GPM REQ'D ® BOR PSI REQ'D ® HYD GPM REQ'D ® HYD # SPRINKLER IN DESIGN AREA INSIDE OUTSIDE SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS Or 20' X 20 a4'3�N ��ppXX S�pppqq WpI� DEH�CWTOpR�NIG j4'IBELOWC %y�11A NO. PER 13 EffffiC11ONS ®ox UGHT HAZARD 225 SQ. FT.�p 130 S FT. { I�SIr �a�°b l IfIaoW CIEUNG NFPAOW3All SIAN�ARDIC6VSERACf RULES PER SPRINKLERS SYMB. QTY. THRD. KTEMP. SIN# MODEL SIZE FACTOR 00 TOTAL SPRINKLERS PER FLOOR 00 TOTAL NUMBER OF AREAS 00 TOTAL SPRINKLERS THIS SHEET *IMPORTANT* THE OWNER HAS THE RESPONSIBILITY OF PROVIDING FREEZE PROTECTION IN AREAS THAT HAVE A WET PIPE SPRINKLER SYSTEM AS WELL AS A SUITABLE HEATED ENCLOSURE FOR DRY PIPE, DELUGE OR ANY OTHER TYPE VALVE CONTROLLING WATER SUPPLIES TO AUTOMATIC SPRINKLER SYSTEMS. PIPE INSULATION NOTE: ALL PIPE INSULATION IS TO BE BY OTHERS, ANY DETAILS PROVIDED ARE FOR SUGGESTIONS ONLY, ALL INSULATION MUST BE INSTALLED BY A QUALIFIED INSTALLER PRECISION FIRE SYSTEMS ACCEPTS NO RESPONSIBILITY MAINTENANCE: PER NFPA 25, 2013 EDITION SECTION 4.1.2- THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY. DAMS & CLEATON ENGINEERING, NC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH: 407-539-2353 LIC: 35816 CERTIFICATE OF AUTHORIZATION 8689 NO. DATE REVISIONS BY 1 PROJECT: SKY POWER SPORTS 3710 WEST IST STREET SANFORD FLORIDA CONTFUCTYv1Ttt MCKEE CONSTRUCTION CO. 790 MONROE ROAD. SANFORD, FLORIDA 32771 SYSTEM# SITE REFERENCE PLAN DRAWN BY: DRM CHECKED BY: F.C. TOTAL AIS: 233 DATE: 3/8/14 SCALE: AS NOTED AH3: SANFORD CI`1`Y CONTRACT# 118009 SHEET # I I I EIRE SPRINKLER ❑EET_CE PLAN Scale: 1'-0"=1/8" EIRE SPRINKLER RISER DETAIL N,T.S, x � c_V DECK OR CEILING z BRANCHLINE UPRIGHT SPRINKLER / PIPE Upright Sprinkler Detail N.T.S. MP D ROD RING Hanger Detail N.T.S. STEEL PIPE HANGER LOCATION DETAIL PIPE SIZE A (UPRIGHT) AIE (PENDENT) BA C 1' 24' MAX, 12' MAX. 12'-0' MAX. 3' MIN, 24' MAX, 12' MAX, 1-1/2' TO 8' 24' MAX, 12' MAX, 15'-0' MAX, 3' MIN. A* FOR STEEL PIPE, WHERE PRESSURES EXCEED 100 P,S.I, PER 9,2,35,2,1 AND A BRANCHLINE ABOVE THE CEILING SUPPLIES PENDENT SPRINKLERS BELOW THE CEILING A OR A* B* FLOW IN G.P.M. 1300 GPM C SPRINKLER HEAD DATE OF TEST 3/5/18 STEEL PIPE HANGER Bx MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0' FOR ALL PIPE SIZES 1" ARMO/VER (SEE PLAN) 1" NIPPLE` 1" 90 ELL "xr 1" PIPE /SPRINKLER DROP d REDUCING COUPLING RECESSED PENDENT W/ ESCT. CEILING Return Bend Detail N.T.S. FIRE SPRINKLER LAI :akxje Precision Fire Systems Inc. 782 Monroe Road Sanford, Florida 32771 321-363-1560 WATER gTTPPT,Y TNFC)PAAATTnN STATIC PRESSURE 80 PSI FIRE PUMP N/A RESIDUAL PRESSURE 78 PSI SIZE GPM @PSI 000 GPM @000 PSI PITOT READING 60 PSI TYPE OF DRIVER N/A FLOW IN G.P.M. 1300 GPM ELECTRICAL REQS N/A DATE OF TEST 3/5/18 TIME OF TEST 0:00 TEST TAKEN BY PRECISION FIRE SYSTEMS HYDRANT LOCATION STATIC - STATE ROAD 46 WEST OF N. WHITE CEDAR RD. FLOW - CONNER OF STATE ROAD 46 AND N. CEDAR RD. DESIGN CRITERIA DESIGN AREA AREA 1 AREA 2 DENSITY 0.2 0.15 DESIGN AREA S.F. 1504 S.F. 983 S.F. PSI REQ'O ® BOR 70.12 70.12 GPM REQ'D 0 BOR 227.37 227.37 PSI REQ'D ® HYD 78 78 GPM REQ'D 0 HYD 1300 1300 # SPRINKLER 12 11 IN DESIGN AREA I HOSE INSIDE OUTSIDE 250 250 SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMgMEpNTTSWp�L. O 225 SQ. FT. e ��pp�� ��ppppqq DEFLECTORNG IS4.78ELOW CDDNC LQ 0y3ALL IX11NQ�p,CMRAGE RULES PER I 0 130 SQ. FT. o� FrrMAXLLn AaFOVIIi'lISl-gX09 NEPA 13%, G f � RULES aBSU�➢ONS SPRINKLERS SYMD. QTY. THRD. K TEMP. SIN # MODEL SIZE FACTOR 27 1/2 5.6 155 TY3251 TYCO TY—B CHROME PENDENT QR STANDARD COVERAGE 0 206 1/2 5.6 155 TY3151 TYCO TY -B BRASS UPRIGHT R STANDARD COVERAGE 233 I TOTAL SPRINKLERS PER FLOOR 01 TOTAL NUMBER OF AREAS 233 TOTAL SPRINKLERS THIS SHEET *IMPORTANT* THE OWNER HAS THE RESPONSIBILITY OF PROVIDING FREEZE PROTECTION IN AREAS THAT HAVE A WET PIPE SPRINKLER SYSTEM AS WELL AS A SUITABLE HEATED ENCLOSURE FOR DRY PIPE, DELUGE OR ANY OTHER TYPE VALVE CONTROLLING WATER SUPPLIES TO AUTOMATIC SPRINKLER SYSTEMS. PIPE INSULATION NOTE: ALL PIPE INSULATION IS TO BE BY OTHERS, ANY DETAILS PROVIDED ARE FOR SUGGESTIONS ONLY, ALL INSULATION MUST BE INSTALLED BY A QUALIFIED INSTALLER PRECISION FIRE SYSTEMS ACCEPTS NO RESPONSIBILITY MAINTENANCE: PER NFPA 25, 2013 EDITION SECTION 4.1.2- THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY. DAVIS & CLEATON ENGINEERIN/ INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH: 407-539-2353 LIC: 35816 CERTIFICATE OF AUTHORIZATION 8689 NO. DATE REVISIONS BY Ol PROJECT: SKY POWER SPORTS 3710 WEST 1ST STREET SANFORD FLORIDA CONTRACTWTH: MCKEE CONSTRUCTION CO. 790 MONROE ROAD. SANFORD, FLORIDA 32771 SYSTEM# FIRE SPRINKLER PLAN DRAWN BY: DRM CHECKED BY: F. C. TOTALAIS: 233 DATE: 3/8/18 SCALE: AS NOTED AHJ: SANFORD CITY CONTRACT# 18009 SHEET # FP,- 0 2 FIRE ALARM EQUIPMENT SCHEDULE Symbols Company Parts # Description Mounting - Box Information F® NOTIFIER NFW2-100 FIFt� ALARM CONTROL PANEL BACKBOX BY LV SOLUTIONS MOUNTED BY ELECTRICAL CONTRACTOR. A® NOTIFIER N -ANN -80 FIRE ALARM ANNUNCIATOR PANEL 4" SQUARE x 2 1/8" DEEP BOX. REMOTE ANNUNCIATOR DATA NOTIFIER DNR DUCT SMOKE DETECTOR PROVIDED BY LV SOLUTIONS MOUNTED BY MECHANICAL CONTRACTOR. ® NOTIFIER NP -100 ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR 4" SQUARE x 2 1/8" DEEP BOX. I��77 AHU-1 ,k- �I NOTIFIER NOT-BG12LX MANUAL PULL STATION 4" SQUARE x 2 1/8" DEEP BOX. ® NOTIFIER NC -100R ADDRESSABLE RELAY MODULE 4" SQUARE x 2 1/8" DEEP BOX. 0 NOTIFIER NMM-100P ADDRESSABLE MONITOR MODULE 4" SQUARE x 2 1/8" DEEP BOX. (f) SYSTEM SENSOR SCR -L MULTI -CANDELA CEILING MOUNTED STROBE 4" SQUARE x 2 1/8" DEEP BOX. E4 SYSTEM SENSOR P2R-L MULTI -CANDELA WALL MOUNTED HORN STROBE 4" SQUARE x 2 1/8" DEEP BOX. 4" SQUARE x 21/8" DEEP BOX. F0 SYSTEM SENSOR SR -L MULTI -CANDELA WALL MOUNTED STROBE © KNOX 3200 SERIES LOCKBOX SS DITEK DTK-2MHLP SURGE PROTECTOR PROVIDED & INSTALLED BY LV SOLUTIONS. TS 00 J TAMPER SWITCH PROVIDED & INSTALLED BY SPRINKLER CONTRACTOR. FS 2 Z O WATERFLOW SWITCH PROVIDED & INSTALLED BY SPRINKLER CONTRACTOR. N.T.S. Uj NOT TO SCALE REVIEW _D BY: MATT M NNET SANFOI�D FIRE DEPT. DATE:_ �'/7 `l A? 2017 3 t DPOL WIRE LEGEND LABEL PURPOSE DESCRIPTION NOTES A INITIATING 18 AWG 2 CONDUCTOR F.P.L.P. DEVICES MODULE AND DETECTOR B INDICATING 14 AWG 2 CONDUCTOR F.P.L.P. NOTIFICATION APPLIANCE CIRCUIT R REMOTE 18 AWG 4 CONDUCTOR F.P.L.P. REMOTE ANNUNCIATOR DATA NOTIFICATION APPLIANCE LABELS: FDEVICE NUMBER IN CIRCUIT IE4NX-XX 75cd CIRCUIT NUMBER LN" INDICATES NOTIFICATION APPLIANCE (TO DIFFERENTIATE FROM ADDRESSABLE DEVICES) STROBE CANDELA RATING INITIATING DEVICE LABELS: DEVICE ADDRESS NUMBER OXD-XX "D" INDICATES DETECTOR / "M" INDICATES MODULE (TO DIFFERENTIATE FROM "N" NOTIFICATION DEVICES) SIGNALING LINE CIRCUIT NUMBER GENERAL NOTES: 1. ALL STROBES ARE TO BE 75 cd UNLESS OTHERWISE NOTED, 2. WALL MOUNT STROBES ARE TO BE MOUNTED 80" AFF TO BOTTOM OF DEVICE. 3. PULL STATIONS ARE TO BE MOUNTED 48" AFF TO HANDLE. 4. COORDINATE EXACT PLACEMENT OF ALL DEVICES WITH THE ARCHITECTURAL PLANS OWNER GENERAL CONTRACTOR, AND OTHER TRADES PRIOR TO INSTALLATION. 5. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANELS ONLY IN AREAS APPROVED BY THE EQUIPMENT MANUFACTURER. 6. NO CONDUITS SHALL ENTER THE BOTTOM OF THE FACP OR NAC EXPANDER PANELS. 7. ALL FIRE ALARM VERTICAL RISERS SHALL BE INSTALLED IN CONDUIT. 8. MOUNT ALL CONTROL RELAYS WITHIN 3 FEET OF DEVICE BEING CONTROLLED. 9. ANY DUCT DETECTOR CONCEALED FROM PLAIN VIEW IS TO HAVE A REMOTE INDICATOR LIGHT INSTALLED IN PLAIN VIEW AS CLOSE TO THE DUCT DETECTOR AS POSSIBLE. 10. ALL CONDUIT TO BE MINIMUM 3/4". 11. APPLICABLE CODES: NATIONAL FIRE PREVENTION CODE SIXTH EDITION, NFPA 12015 EDITION, NFPA 1012015 EDITION, NFPA 72 2013 EDITION, AND FLORIDA BUILDING CODE. FLORIDA FIRE PREVENTION CODE SIXTH EDITION. 12, ALL SMOKE DETECTORS TO BE A MINIMUM OF 36" AWAY FFFOM RETURN AIR GRILLE AND SUPPLY AIR GRILLE. ttiu-i tt�u-a ttiu-s RTU -2 1M-35 1M-34 IM -33 1M-32 IM -31 IM -30 IM -29 RTU -8 RTU -4 AHU-1 RTU -2 1 M-22 i M-23 IM -24 1 M-25 1 M-26 1 M-27 i M-28 1M-21 iM-20 1M-19 1M-18 1M-17 1M-16 1M-15 INDUSTRIAL CONTROL UNIT ANNUNCIATION NOTIFICATION d Q FAN RTU.1 RTU -5 RTU -3 R R F R R IM -33 1M-32 IM -31 1 M-30 1 M-29 E— � BACKFLOW U I��77 AHU-1 ,k- �I A I ,ll R I �y. I JI RTU -2 1M-22 1M-23 1M-24 1M-25 iM-26 1M-27 1M-28 RTU -4 RTU -8 IIrU-9 RTU -6 RTU -7 1 M-21 1 M-20 1M-19 1M-18 IM -17 IM -16 IM -15 ANN FACP NOTIFIER NFW2-100 FIRE ALARM 2 PHONE LINES -- CONTROL PANE DEDICATED 120 VAC -- BAiieav BAKERY 4'-C CEILING I o CEILING MOUNTED (SEE NOTE 3) SUSPENDED CEILING (SEE NOTE 5) (SEE NOTE 4) E 1) NOTES 1. MEASURED TO THE OPERATING HANDLE OF THE PULL STATION. 2. MEASURED TO THE BOTTOM OF THE BACKBOX. 3. LOCATE CEILING MOUNTED SMOKE DETECTORS FLUSH WITH THE CEILING, AS INDICATED IN NFPA 72. 4. REMOTE INDICATOR REQUIRED FOR ANY DETECTOR CONCEALED FROM PLAIN VIEW. 5. SURFACE MOUNTED LOCK BOX SHALL BE LOCATED AT A HEIGHT OF NOT LESS THAN 8 AFF AND NOT MORE THAN 12 AFF. FLUSH MOUNTED LOCK BOX SHALL BE LOCATED HEIGHT OF NOT LESS THAN 4 AFF AND NOT MORE THAN 6 AFF. TYPICAL DEVICE MOUNTING HEIGHT DETAIL N2-08 N2-01 N2-02 N2-03 N2-04 N2-05 N2-06 N2.07 NI -11 N1-10 Nl-09 Nl-08 N1.01 N1-02 N1-03 N1-04 N1-05 N1-06 NI -07 FIRE ALARM RISER DIAGRAM N.T.S. FIRE ALARM SEQUENCE OF OPERATIONS NIATRIX THE -TECHNICAL CODES, NOR SHALWJ t',IYI L / t U-1 CT)01 fefT / ';FN7' ISSUANCE OF A PERMIT PREVENTTHE �i*c FIRE PREVENTION DIVISION FROM S;� /� / _ 4�j R�r� THEREAFTER REQUIRING n �2 CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER vinl ATInNR nF THF C(mF. FIRE ALARM FLOOR PLAN SCALE: 1/8" =1'-0" '® M W\ I Curtis Engineering Service, LLE CA # 31561 James M. Curtis, P.E. PE # 37912 29775 Bayhead Road Dade City, FL 33523 1 a. 00 N1 CO CU V O� O LO N 1!'11 co N "; `- C'7 x V cn p cu M 05 E j '� LJ_ L O 0 Cn 6 C0 �jai o O co '��1 CSS O CO � � e/ 0W 00 O 3 / "a� O j� 0- w m w 0 1n z 0 DO DO V) 0 z 0 E— � n � �O w cy-) QW Z = U V) W (7 D: a DRAWING NO. SCALE: FA -101 AS NOTED DRAWN BY: DATE: D.LEVIN 04/17/2018 PROJECTNO. DATE: 11801001 04/17/2018 by sv,lutI01e,81 11111.9. Low Voltage Systems Contractor EF 0000043 U.L. S24158 781 Big Tree Drive Longwood, Florida 32750 Phone: (407)636-8740 Fax: (407)636-8742 SEAL: \\\\\1111l/Id7e� z 11P o 37`' 12 , STAR ; "Al ORI _5- C9 CONTROL UNIT ANNUNCIATION NOTIFICATION d Q a- Q� ¢ D- Q z O -� LL U o Q 3 Z E— � LL U W QQ Q tQ Q O JZ U) Q O 0 (Wj Z Q _ Q J U Z 00 J U U 2 Z O Z U)- Uj Z o Z 0 i J mU) H (ZD U) Q z Q Z zU) W Z Z) >C�I Z — U) Q O0 Fn ZQ p LL. W LLI -I m W LU LU m m LLI J m J5 mm O (� QW U �W W U mW �U g � D- ° ca ° °Z) Q W -� �� �� W D_ v Li-- W 1n W i— W w W LU w LU w� I_U) I -v) �cn I— > I > >Q D- I— > H Q F- > � C7 �0 } g � Z U) 0ZF- g z �'o 2 Z vjO Q Q H- 1-- H- u- F- U F- U Q Q Q U U UI— UQ UQ UH - Q Q Q¢ Q LL 1< I QI— SMOKE DETECTOR/ HEAT DETECTOR X X X X X MANUAL FIRE ALARM BOX X X X X X LOCKBOX X X X SPRINKLER TAMPER SWITCH X X X X SPRINKLER WATERFLOW SWITCH X X X X X DUCT SMOKE DETECTOR X X X X FIRE ALARM SYSTEM AC POWER FAILURE X X X X FIRE ALARM SYSTEM LOW BATTERY X X X X OPEN CIRCUIT X X X X GROUND FAULT X X X X NOTIFICATION APPLIANCE SHORT CIRCUIT X X X X THE -TECHNICAL CODES, NOR SHALWJ t',IYI L / t U-1 CT)01 fefT / ';FN7' ISSUANCE OF A PERMIT PREVENTTHE �i*c FIRE PREVENTION DIVISION FROM S;� /� / _ 4�j R�r� THEREAFTER REQUIRING n �2 CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER vinl ATInNR nF THF C(mF. FIRE ALARM FLOOR PLAN SCALE: 1/8" =1'-0" '® M W\ I Curtis Engineering Service, LLE CA # 31561 James M. Curtis, P.E. PE # 37912 29775 Bayhead Road Dade City, FL 33523 1 a. 00 N1 CO CU V O� O LO N 1!'11 co N "; `- C'7 x V cn p cu M 05 E j '� LJ_ L O 0 Cn 6 C0 �jai o O co '��1 CSS O CO � � e/ 0W 00 O 3 / "a� O j� 0- w m w 0 1n z 0 DO DO V) 0 z 0 E— � n � �O w cy-) QW Z = U V) W (7 D: a DRAWING NO. SCALE: FA -101 AS NOTED DRAWN BY: DATE: D.LEVIN 04/17/2018 PROJECTNO. DATE: 11801001 04/17/2018 by sv,lutI01e,81 11111.9. Low Voltage Systems Contractor EF 0000043 U.L. S24158 781 Big Tree Drive Longwood, Florida 32750 Phone: (407)636-8740 Fax: (407)636-8742 SEAL: \\\\\1111l/Id7e� z 11P o 37`' 12 , STAR ; "Al ORI _5- C9 9 1 /4" INSIDE FACE OF TILT—UP PANEL 1 3/4" CLR. —J 3/4" CLR. — COVER(MIN.)COVER COMPACTED MIN. ~ TILT—UP WALL PANEL 'a o I N SUBGRADE Q = Q PLACE SLAB ON GRADE AFTER PANEL ERECTION #4 WALL TIES AT 4'-0" O.C. N MAX, NOOK AROUND HORIZ. I°. required for full perfornance and completion of the requirements of REINFORCING BAR, SEE PANEL ` 6" SLAB—ON—GRADE REINFORCEMENT DRAWINGS FOR LOCATIONS. MACROSYNTHETIC FIBER AND #4's x 8'-6" LONG 0 2'-8" O.C. t 8"1 PROVIDE #4 SLAB TIE BARS x 3'—'4" 8'-6" LONG SPACED AT 2'-8" O.C. 0'-0" — — — — — — — — — — T� `CONC. SLAB :. - "(MIN.) La I LAP — _ —,— — — EL: (—)1'-0'W T/ FOOTING COMPACTED rn — QLn m 1 1/2" ALLO.V�ANCE FOR d ° a„ ° N SUBGRADE I I Q O V) SHIMS & GROUT. GROUT ° a ' FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED REFER TO FOUNDATION PLAN TILT—IDP PANEL _ 3" CLR AND SCHEDULE FOR FOOTING FOUNDATION 1'-3" 1'-3" TYP. SIZE, REINFORCEMENT AND ' LOCATION. 2'-6" TOWER WALL FOOTING DETAIL TILT—UP WALL PANEL (BEYOND) #4 HOOKED BAR AT 1'-4" O.C. MAX. WITHIN DOOR OPENING. 3'-4" 8111 AT EACH OPENING, PROVIDE (2)—#4 x (OPENING WIDTH LESS 4") LONG EL: 0'-0" T/ CONC. SLAB - 0 EL: (—)1'-0" T/ FOOTING TILT—UP PANEL FOUNDATION 9 1/4" INSIDE FACE OF TILT -UP PANEL PLACE SLAB ON GRADE AFTER PANEL ERECTION 6" SLAB -ON -GRADE REINFORCEMENT MACROSYNTHETIC FIBER AND #4's x 8'-6" LONG 0 2'-8" O.C. PROVIDE #4 SLAB TIE BARS x 8'-6 LONG SPACED AT 2'-8" O.C. " 2'-0" LAP (MIN.) — — — —J N w — general scope of the project in 4 COMPACTED terms of architectural design ~ concept, the dimensions of the 'a o I N SUBGRADE Q = Q '° electrical systems. N indicate or describe- all work I°. required for full perfornance and completion of the requirements of the contract. REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. TOWER WALL FOOTING DETAIL AT DOOR OPNG. C�1 n 9 k9 n? V4"=1'-0" S1.02 52.02 3/4•"=1'-0"• 24' DIA. CONCRETE COLUMN Tyx;�R RENFORCED WITH (8)-#6 VERTICAL AND #3 TIES SFACED AT 12" O.C. (MAX). O O d 2" DIA. PVC CONDUIT AS 4. RQUIRED. COORD. WITH ELCTRICAL DRAWINGS. COLUMN CROSS-SECTION a 4 . I o w ° (U O REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. 4 CURVED CANOPY COLUMN/FOUNDATION 5 PEMB CANOPY COLUMN FOUNDATION S1,01 52.02 3/4"=1'-0" S1.01 S2.02 3/4"=1'-0" $1.02' LT. GA. STUD WALL CL FOUNDATION 3 5/8" 362S162-54 (50KSI) OR 6" 6005162-54 (50KSI) SPACED AT 16"O.C. LOAD BEARING LIGHT GAUGE STUD WALL. SEE PLAN FOR STUD SIZE AND LOCATION. 3 5/8" 362T125-54 (MIM.) OR 6" 60OT125-54 (MIN.) BASE ( I �i TRACK. FASTEN STUDS TO TRACK III fl WITH (2)—#10 SCREWS (1 AT EACH FLANGE.) FASTEN TRACK TO SLAB—ON—GRADE WITH 0.157" DIA. X 1" EMBEDMENT POWDER PROVIDE HORIZONTAL BRIDGING (150U50-54) AT ALL LIGHT GAUGE STUD WALLS LOCATED AT 6'-0" A.F.F. SUPPORI BRIDGING WITH 1 1/2" x 1 1/2" x 54MIL (16GA) x (STUD WIDTH) ANGLES AT EACH STUD. FASTEN HORIZONTAL BRIDGING TO EACH ANGLE WITH (2)—#10 SCREWS. FASTEN EACH ANGLE TO EACH STUD WITH (2)—#10 SCREWS. ACTUATED FASTENERS STAGGERED I MACROSYNTHETIC FIBER AT 16" O.C. (LOCATE PAF's WITHIN REINFORCED CONC. 2" OF EACH STUD.) I I FSLAB ON GRADE EL: 0'-0" I T/ CONC. SLAB re , ° a cD I w I �- REFER TO FOUNDATION PLAN AND SCHEDULE _ 3" CLR FOR FOOTING SIZE, 91, 9„ TYP. REINFORCEMENT AND V-15" 1'-0" LOCATION. 1'-0" I 3 WALL FOOTING AT LT. GA. STUD WALL S1.&S2.02 3/4"=1'-0" Tye, 24" DIA. CONCRETE COLUMN REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES SPACED AT 12" O.C. (MAX). O d a 2" DIA. PVC CONDUIT AS REQUIRED. COORD. WITH ELECTRICAL DRAWINGS. CRSS -SECTION PERMIT # ° a d 0 ° ° Q U a a O EXPANSION JOINT ° w N MATERIAL F F SLAB OR GRADE: SEE a ° ARCH'L AND/OR CIVIL - DRAWINGS. (TYP.) ° o df I o Ak EL: SEE CIVIL I I I i� T/ PAVING�VISInN z R �1 EL: (-)1'-0" - T/ FOOTING °a ° d ° PROVIDE #6 DOWEL— WITH OWEL ° i'CDCD WITH 12" HOOK AT EACH VERTICAL BAR. ° CONC. COLUMN I REFER TO FOUNDATION 3 CL FOUNDATION i " CLR PLAN AND SCHEDULE TYP. FOR FOOTING SIZE, 2'-0 1 —0 1 —0' 2'-6" REINFORCEMENT AND Drawing Plumber. 7'—p" LOCATION. p�� PLV 2002 PEMB CANOPY INTERIOR COLUMN /FOUNDATION _ .... . Owner. "CONSTRUCTION 1 F GENERAL CONTRACTORS CHUCHMANN STRUCTURAL ASSOCIATES 7560 REO BUG LAKE ROAD STE. 2020 OviEuo, FLORIDA 32765 TEL: 407.542.1280 WEB: SSA-ENGINEERS.COM FL CA No. 27082 3710 WEST 1ST STREET, SANFORD FLORIDA 3246 Scope Drawings, Drawn By These drawings indicate the 10/16/17 general scope of the project in 4 JT terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of j structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe- all work required for full perfornance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade t contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title, FOUNDATION SLAB -ON -GRADE DETAILS Revisions, 10/16/17 - ISSUED FOR PERMIT 12/11/17 - REV 1 GEN. COORD. 02/06/18 - REV 2 GEN. COORD. Issue Date Drawn By Checkad By 10/16/17 CO/JTS JT S1.01IS2.02 3/4"=1'-0" MAIN BREAKER:: 219.0 KVA AMPS MAIN LUGS:'. 200 .AMPS PHASE 3.. 33.4 WIRE 4 20.2 K.A.I.C.: 42 Ah1PS SURFACE MTS: X. C FLUSH MTD: :32 T 20BY1120V.: :X 0.0 S8gYt2T7V.- 1.00 190 240/120V' X T Na gle AIDP ProjectNtvne: SKYPOWERSPORTS Project Number: 77112 Fed From: UTILITY c 219.0 KVA TOTAL DEMAND LOAD: 213.8 KVA TOTAL DEMAIIDA!4P3: 554.1 ANIPS 100 i8.3 33.4 c F EC 20.2 5.3 125 1,00 65 3.2 C 1100 :32 T 1.00 1.00 0.0 t 433 1.00 190 143.5... X T T IDENTIFICATION 0.0 LOAD 1.00 CIRCUIT: BREAKER 9.&. LOAD o IDENTIFICATION r Q.D 1.00 1.00. `0.0 0.0: too 1.00 :0.0 0.0- 1-.0.3 G' 05 _ FLUSH MTD:. R T 0 240M20V (KVA). T•ti itY_-_ : K: LC_ TRIP (KVA) : CIRCUIT BRENKER 1 PANEL'S": A _ 52.8 230 3 -: 3 49' -:5.3 IA AIR COMFRESSOR 1' 3 INDUSTRIAL FAN (FUTURE) 0 1.5. tip 3 3 5.9 17-4 c RTU -F' 4 5 RTU -2 C 17.4 EO _.. 3.. 3 5.3 17.4_... C RTU -3. d... I RN -4 C 17.4 :0 3-: 3 50. 17.4. C: RTU -S-: 8 :9 :RTU C 3.2 35 3- 3 35 B2 C RTU -L' t0 it RTU -3 C -198 "30 3 3 30.' 19.3 RTU -7: 12 13 :AHU-1 C 6•3 20 3 3 2•3.0 0.0 C CU -1:: 14 c15 CEA -MON Ed, FAN M 2.5 20 3. 3 100 72 FA.NEL"L3" 15- -17 SPACE 20 .' "y g-` 0.2- R REC- :REFRIGERATOR 3 _ O. OM agm SPAC E I }9" ...:SPACE 20 0,4 j1IM JIM R REG- 6RE' RhI$H:-LL'4�I;,`! 3 3 m 2.5. SPACE .. .._ 20 (TOTAL I 125:7 I I `32.5 I TOTAL( TOTALCONN LOAD:.. 219.0 KVA TOTAL DEMAND LOAD: 213.8 KVA TOTAL DEMAIIDA!4P3: 554.1 ANIPS O'Gai IiQ.A) AGILI_T. r{AL'TCR DC,Y.NJ TACTOR 1`M1� 7_ 11OZA) 143 125 100 i8.3 33.4 -- F EC 20.2 5.3 125 1,00 65 3.2 1:Q0 1100 :32 0.0 1.00 1.00 0.0 t 433 1.00 190 143.5... X 1,00 1.00 5.5 0.0 1.00 1.00 0r7 9.&. 100 1.00 >^ Q.D 1.00 1.00. `0.0 0.0: too 1.00 :0.0 0.0- 1-.0.3 "1.00 05 IL) LIGHTING tRfRECEPTACLES - (M)LARGEST MOTOR IM) ALL OTHER MOTORS. tH) HEATING JC) COOLIN0 (0) OTHER IV) ELBIATOR_ 15) SPARES tD) DRYERS' IX) X-RAY tK) KITCHEN. UGHTINGt1_) RE.-EPTACLESIR) -LA RGEST MOTOR (M) ALL OTHER MOTORS. tMl HEATINGtH) COOLINGIC) oT HER (oj E-EVATORIV) SPARESiS) DRYERS [DI x RINiv) KITCHENtiq :f 'ia L^}0 IKrAt :e}DD_T TAITQ-{ -50V1t13 FA C -TO. :dOIA;D I. CND (K,AI:. -- •7:0' t 25 Name: LB �® MAIN BREAKER: Name: LA AMPS POLE 3 - PHASE. Project Name: SKY.POWER.SPORTS. 00 MAINLUGS: 100 AMPS. 0.0 ProjectName: SKYPOYFER SPORTS WIRE Project NUm4er: 77112 x'1)0 "KAI.C.: 10 AMPS. 0.0 X 208YI12QV Fed From: NIDP 00 SURFACEMTD: X 1.00 0.0' 72 4WYf277V -:1:1T 72 FLUSHMTU: _. ira _._.. s .._. 24af12QV l'.1J' •7.@ nA ti iE 1; 0' 0.0 _ FLUSH MTD:. R T 240M20V 4 T T ICENTIFY'AnCH [J h C LOAD:FHAEE LKVA; : CIRCUIT BRENKER LOAD.FHASE.(KVA a . IDENTIFICCA.TIOrt T A _ C C K M QT .I= n A 1 e: C T6Wp :!�_=S roLE1 'TiP A ' I - SPARES S 0.3' 213 1. '1 23 MM S SPARES 2 3 SPARES S 0.5 20 1 1:.11 1 1 27 WFAMI 0 3 SPARES 4 UGHTINGt1_) RE.-EPTACLESIR) -LA RGEST MOTOR (M) ALL OTHER MOTORS. tMl HEATINGtH) COOLINGIC) oT HER (oj E-EVATORIV) SPARESiS) DRYERS [DI x RINiv) KITCHENtiq :f 'ia L^}0 IKrAt :e}DD_T TAITQ-{ -50V1t13 FA C -TO. :dOIA;D I. CND (K,AI:. -- •7:0' t 25 1.00 �® ■ ®®_®®® Name: LA N -C. 0,7: W1 _ ®■ ®■, 1:00 00 0.0 tree 100 0.0 ProjectName: SKYPOYFER SPORTS 1A0 MAIN LUGS:. x'1)0 0.0 't: 63 t:OO 0.0 0.0 1 ^0 ).00 00 0:2 ik3 1.00 0.0' 72 t 1n -:1:1T 72 7:p' ira t:m s -0.0 719 l'.1J' •7.@ nA UGHTINGt1_) RE.-EPTACLESIR) -LA RGEST MOTOR (M) ALL OTHER MOTORS. tMl HEATINGtH) COOLINGIC) oT HER (oj E-EVATORIV) SPARESiS) DRYERS [DI x RINiv) KITCHENtiq :f 'ia L^}0 IKrAt :e}DD_T TAITQ-{ -50V1t13 FA C -TO. :dOIA;D I. CND (K,AI:. -- •7:0' t 25 1.00 0.0' 30.4 Name: LA N -C. 0,7: '0Q'. )25 1:00 00 0.0 tree 100 0.0 ProjectName: SKYPOYFER SPORTS 1A0 MAIN LUGS:. x'1)0 0.0 't: 63 t:OO 0.0 0.0 1 ^0 ).00 00 0:2 ik3 1.00 0.0' 72 t 1n -:1:1T 72 7:p' ira t:m s -0.0 719 l'.1J' •7.@ nA 1co 1; 0' 0.0 TOTA_ CONNEOTED LOAD: 7.2 KVA. " TOTAL DFMMMLOA0: 72 KVA`. DEIAMD N.W3: 20.0 APAPS. SPAR E LTG SHOP LTG- SHOP LTG -OFFICES LTG -OFFICES LTG- ExTERIOR BLDG LTG- SITE LTG- REL.IYR=IIELCt 6EZ "NInELTGP.RE^ EF -4 EF -5 /� _. REL- Rou- I»r Grl I R / 1 \. 53 LTG- EXiERI :R 6LDG: L LIGHTING(L) RECE'rACLES(R) .:LARGEST MOTOR JM) ALL OTHER MOTORS tM) HEATINGtH) COOLING (C) OTHER(0) ELEVATOR M SPARES (S) DRYERS{Dj X RAY (XI KITCHEN tK) t✓t1 toA.D Aen�r.: FACTol2 o -_+AND FACTOR L>=OADD LOAD v% A) t5.0 .125 1.00. '13.7 30.4 Name: LA NBC MAIN BREAKER: -AMPS 125. :1,00: POLE 0,4 3 PHASE 0.4 ProjectName: SKYPOYFER SPORTS 1A0 MAIN LUGS:. x'1)0 AMPS 1.00 z1.00 oo :4. WIRE 11.00` Project Number.. 7T112 <0.0. K.A,I,C.t 10 A<'APS 1.3 1.00 'I I. Y.I 308Yit20V 1.00 Fed. From: MDP-" '00 SU RFACE. MTD:' X 1.09 0.0: 0.0 1.00 1.00. 480Y7277V _ FLUSH MTD:. 240M20V [J h C C C K M QT T IDENTIFICATION- D LCAD.F"ASEtKVA} CIRCUIT BRE <ER LOADiFH.SE-.tK'✓Aj: o IDENTIFICATION i Q .. .. Q A 3 r'.. TRIP FILES PO ES TRI A 8 `. 1.. REC sERvr-EtWtA. ER.CFFICE R 0..3. •. 31 1. 1 20 -1•0 _, .. P. REG.: BREW RO.,t,1'. 2. 3 REC SKOP R 0.3 FM 3;i 1 1 20 .... I,O SUM P. I P.EC-6P. E AkRust 4. REC_SER'4::EWRITERS R 0.8 20 .1 -1 20 .' "y g-` 0.2- R REC- :REFRIGERATOR N. :7 REC-SHOP :R O. OM agm 20 1. 1 20 0,4 j1IM JIM R REG- 6RE' RhI$H:-LL'4�I;,`! .0 a•VH'. fl m 2.5. so 2... 1 20 J , 0.B R REC-aDCOUNTING 10 1t. - '., 5.. -. - 1 20 RIM !A!= QR R REr_!RETJLP.^-.3T5. 17. 13 REC- EIVC RI 0,520 -" 1 1 20 0.d I " R REC- FARTS 1:1"-NA,vEROFFICE 14. 15 REC-: SFIOP P. 0.3: 20 .1 1 20 0.3 R REC-SHOP 'ld 1T T60 PCGT UFT R 1.8 29 2 1 20 - 0B R REC-:SHOP. 1,. IS I - 4.8 - 1 20` 0.3 R REC;^'Q•�' tt off RU',.h11r.OR E,.X _ 20 21.. REC-.SHOP R ,. ". OS-. 20 1 '2:< 20HIM 0.5 NAM,RREC- 'SHOR'1ROOG:IFLOOR.&^X 2' 23 T60 POST. UFT R 1.8 2 1 20 ERNE0.3" R REC- SRO0iROC4.IFLX,R 6"X 24 2E' 1.3: :1 20. ':1.0 R REC-SWDvVR'D (.l 2d 27 TINOPCGTUFF R N1.3-. .•. q 2 :1 20< ti"" "_. • 0.3 RREC-h1"-tIAC-ER&FE.I :h FICE. 28 :1 20 O.Y. R REG .:5Hrb.V P.O X,I FLCOP. Eb::t °-{J 31' REC-TELEPHONEECARD'. R 0.4 1 1 20. AA a .. R REC:'SHOVROCM 32 SPAR E LTG SHOP LTG- SHOP LTG -OFFICES LTG -OFFICES LTG- ExTERIOR BLDG LTG- SITE LTG- REL.IYR=IIELCt 6EZ "NInELTGP.RE^ EF -4 EF -5 /� _. REL- Rou- I»r Grl I R / 1 \. 53 LTG- EXiERI :R 6LDG: L LIGHTING(L) RECE'rACLES(R) .:LARGEST MOTOR JM) ALL OTHER MOTORS tM) HEATINGtH) COOLING (C) OTHER(0) ELEVATOR M SPARES (S) DRYERS{Dj X RAY (XI KITCHEN tK) t✓t1 toA.D Aen�r.: FACTol2 o -_+AND FACTOR L>=OADD LOAD v% A) t5.0 .125 1.00. '13.7 30.4 NBC '2J2 0.4: 125. :1,00: :0.5 0,4 1.00 1,00 0.4 10.0 1A0 I.Vi '0.0 0.0 1.00 z1.00 oo :9.8. 1.00 11.00` -:5.3 <0.0. 1.00. 1:Do 0.0. 1.3 1.00 'I I. "1.3 0.0' 1.00 1.09 '00 0.0 1.00 1.09 0.0: 0.0 1.00 1.00. 0.0 TOTAL CONNECTED LOAD: :54.3 KVA TOTAL DEL'AND LOAD: :433. KVA - DENIANDFh1PS: 134.5 AMPS . REVISION PERMIT Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 340 Orlando, Florida 32801 TEL 407,363.6136 M26001097 c.pyrignl 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORDFLORIDA 3D4 Scope Drawings: These drowings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On""the 'baeis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: PANEL SCHEDULES Revisions: 1 COORDINATION 12/11/17 2 SUMP PUMP ADD 01/22/18 Issue Date Drawn By Checked By 10/16/17 SR DDA Certified By. °CLE � 1 ,r,r,,T��I))/j/�, C.A. . Z78fl\Cj7�(1i<Y ' 13651 @Ra S'T RIVER DRIVE ORL4f�P, FtY 32828 K % phone' L407),Z717-a431 emailyarjus clear- ngr.cojj� : D ',�Qarius D. Adams; F.'E,•' > °h- ' FLPENo.5?.2 66, '. Drawing Number: E002 Project Number: 17002 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BUILDING PERIMETER Illuminance Fc 2.22 5.8 0.1 22.20 58.00 PROPERTY LINE Illuminance Fc 0.08 0.8 0.0 N.A. N.A. SITE LIGHTING Illuminance Fc 1.86 8.1 0.2 9.30 40.50 ll-Ple. Lumark TM1avPela AC ED P s 1 s rob h' 1 fw 0 OY NI LED, s q9 d' ai kis'nbl a k -11,a ­NU! n oas<euU CPi a maks u,a crmamnr Imp•rw.: m wm.mi�anla. m rompanmWnl wmm+ha i. woH m. wacendaPa. i�wa",d laonm ro, ro4aaMcanan ilivininolian. pcaNmll+rd. Bite li9nbmi. 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ELEVATION -28. 6 CONCRETE MH" -9 - 's COIYRETI �i� I.9.5.6�t.4 �.6 •2.7 9.3 4.9 1-7 t.4 3.4 I.3 i.2 I.4 I.4 i.4 i.9 I.72 r1.3 1.74i.3 1.1 i.z 1.3 i.s 1.6 �2.z 7.1 �i.3 6.1 4.9 1.3 i.l i.l i.l iso 1.0 i.l 1.2 i.z 1.1 iio b.9 m b.s b.6 b.7 b.7 t--.,�,e i.s i.1 3 l b.4 b.6 5.6 b.7 b.6 b.s_b.9 1.2 S.1 it $CW I b.z b.z 2 I MH:L/PROPOSIED b.l 5.1 5.7 b.e b.9 iso b_9b_s.-..._b.4 i.1 3.4 '4 ;.9 1 3 i.1 1.3 1.4 i.s i i.._b._6 b.4 iso 3.o a.0 I -- 4 STORAGEI I.6i.ei.ei.9i.6.103 76 b.4 5.2 1.9 - '12 X2.1 R.o 1.3 b.5 _b.4 b.9 r1.9 _.6 '2.7 , 2 I.3 a0.8 T1.3 4.7 (�2�1}B+%�.i+ L4 b.6 b.4 b.e 1.4 i.4 l.a ' 2 1aC SLC (2){J8,;�8G, SLC 3.0 _ 3 i.s_._b,s_ b.4 b.6 b.7 b.7 b.s MH: 18 1nO MH: 18 3'4 i 1.9 ' 3.s 3.o 1.1- b.s b.4 b.4 b.� b.z (VIA RP -1) I j �B 3.e 3.5 3.z i.7 b.6 b.4 b.4 b.� b.2 b.z .............. 5 IiMH: 25 1.9 1!3.7 3.0 3.1 R.s 1,6 .,•�aPA.4 b.9 b.d� b.3 b.2 3 •2.4 v2.6 T2.6 T2.1 1.4 5.6 b.4 b.7 b. b.7 5.6 .0 12.6 I 2 I e 31,000 3F I!�e•1 'L.9 •2.2 X2.0 1.3 b,6 b.4 b.9 1.5!. 1.1 1.2 FFE=28.5' H • � .5 9 i 3 18 �i 7 i 9 1.9 1.9 1.3 b.6 1.4 1.1 2.A 0 2.4 �.8 1.9 4 3 12.3 1.6 1.7 1.2 b.6 b.s S.z 3.0 3 3 3.5 ............... ._.__ -_ _ - 3 _ �C b.fi Lo L1 1.2 i_0 b.6 b.s 1.3 3.2 4.1 •J.9 I 2 LA -43 � 1 5..b.s b.7 b.e b.9 5.9 b.7 b.s i.s 3.7 S 1 (V1A RP -1) 6 b.4 b.5 b.7 b.a b.8 _ b.7 b.6 z .9 .0 .1 ,; LA -56 SCW i"C 1b.4 b.6 b.e 7 b. b.9 b.e [(�r.6 lyypps// e MH: 19 77E(('2' k.1 .1 i� Pl•)Aea,lMra, 9 4, Z`4 6 b.6 iso 1.1 1.2 1.2 b. H • 8 kI Id, '2.7 �.9 � ib.9 1.5 i.s i.7 i:s .4'1�r3.3 a N •z I, II.O 1.9 1.9 e2.0 I.6 i.0 5.7 i.s 3.2 l 2 1 4.0 �.4 U7 b.9 TL.S •2.3 �.2 1.9 1.0 b.s 1.6 r2.7 ? 6 2 2X2.9 z -1Q \`41 i.6 T2s 5 2. 4 � 3 '2 PROPOSED __. •-y ?-o I DRAIN FIELD FOR i.9 3.a I SEPTIC � §.4 k•e _ 1.2 3.1 S •3.6 CONCRETE "WALK 5B 1.2 3.1 H. 18 MH: 25 r ,_ .3 be� •> i.2 3.6 32 4 I' 1; 2 _ .:�• ! 4 X2.4 ... ... ....... .....- b B h..,�,,:_-_ '2 3-..-•1 6 �.0 •0.4 1.2 4.2 F6 3 ".5 ...SCW E iso R.3 4J 14.o'e b.9 b.4 i.z 3.7 3 7 k.o � 1.0 1.6 1 7 i.9 i.7 b.9 b.5 1.1 3.2 4.3 s.l b e �3 L,1,4 b.fi b.s i.1 3.0 3 6 3 9 ; '3 ° RETE j - 7 b 4 1I 7 0 b.7 b s 1.0 'l 7 3 �4 3 2 3 3 S SL _ _..._ :.7 MH ml;.- ..-_... 9 2.8 1 - CONCRETE b.9 1.4 i,1 b.6 1.3 b.4 1.e 1.3 1.2 b.7 . b.3 b.1 FLUME 0 PANEL *X D R A I N A. G E R E TE N T 10 N - 1" BACKFLOW 0 PREVENTOR 1-1/2" UNDERGROUND CONDUIT FOR FUTURE MONUMENT SIGN J 7d 1ky IRRIGATION CONTROL VAVLE ACCESS AND UTILITY EASEMENT tel~ PER ORB PG 665-683 ACCESS j FLUME I I 2-6" ANITARY PIPES - ON C RETE ! FIRE HYDRAN MAI LBOX ---- RECLAIMED ------ WATER METER DRIVE CONCRETE SIDEWALK WEST BOUND LANES SITE PHOTOMETRIC PLAN SCALE: 1' = 30 - 0' GAS LIN€y MARKER `--�-' 0 0 0 1 3 3 a 3 2 0 I I ✓- v- v 6' PVC FENCE-"-- C CLEANOUT SR DDA B2 -UO -G3 6.2' NORTH \ I 6' PVC FENCE-\ 4 2 NORTH \.I 1 •o jH -N O a5--r-2-7-rrE--- .__..---- '18 272 ..8 -- I iit ( B2 -UO -G3 -- -_---� - - __-- •0 0.0 0.0 0.0 0.0 0.0 6.0 6.0 0.0 5.0 0.0 0.0 0.0 I I ! 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ELEVATION -28. 6 CONCRETE MH" -9 - 's COIYRETI �i� I.9.5.6�t.4 �.6 •2.7 9.3 4.9 1-7 t.4 3.4 I.3 i.2 I.4 I.4 i.4 i.9 I.72 r1.3 1.74i.3 1.1 i.z 1.3 i.s 1.6 �2.z 7.1 �i.3 6.1 4.9 1.3 i.l i.l i.l iso 1.0 i.l 1.2 i.z 1.1 iio b.9 m b.s b.6 b.7 b.7 t--.,�,e i.s i.1 3 l b.4 b.6 5.6 b.7 b.6 b.s_b.9 1.2 S.1 it $CW I b.z b.z 2 I MH:L/PROPOSIED b.l 5.1 5.7 b.e b.9 iso b_9b_s.-..._b.4 i.1 3.4 '4 ;.9 1 3 i.1 1.3 1.4 i.s i i.._b._6 b.4 iso 3.o a.0 I -- 4 STORAGEI I.6i.ei.ei.9i.6.103 76 b.4 5.2 1.9 - '12 X2.1 R.o 1.3 b.5 _b.4 b.9 r1.9 _.6 '2.7 , 2 I.3 a0.8 T1.3 4.7 (�2�1}B+%�.i+ L4 b.6 b.4 b.e 1.4 i.4 l.a ' 2 1aC SLC (2){J8,;�8G, SLC 3.0 _ 3 i.s_._b,s_ b.4 b.6 b.7 b.7 b.s MH: 18 1nO MH: 18 3'4 i 1.9 ' 3.s 3.o 1.1- b.s b.4 b.4 b.� b.z (VIA RP -1) I j �B 3.e 3.5 3.z i.7 b.6 b.4 b.4 b.� b.2 b.z .............. 5 IiMH: 25 1.9 1!3.7 3.0 3.1 R.s 1,6 .,•�aPA.4 b.9 b.d� b.3 b.2 3 •2.4 v2.6 T2.6 T2.1 1.4 5.6 b.4 b.7 b. b.7 5.6 .0 12.6 I 2 I e 31,000 3F I!�e•1 'L.9 •2.2 X2.0 1.3 b,6 b.4 b.9 1.5!. 1.1 1.2 FFE=28.5' H • � .5 9 i 3 18 �i 7 i 9 1.9 1.9 1.3 b.6 1.4 1.1 2.A 0 2.4 �.8 1.9 4 3 12.3 1.6 1.7 1.2 b.6 b.s S.z 3.0 3 3 3.5 ............... ._.__ -_ _ - 3 _ �C b.fi Lo L1 1.2 i_0 b.6 b.s 1.3 3.2 4.1 •J.9 I 2 LA -43 � 1 5..b.s b.7 b.e b.9 5.9 b.7 b.s i.s 3.7 S 1 (V1A RP -1) 6 b.4 b.5 b.7 b.a b.8 _ b.7 b.6 z .9 .0 .1 ,; LA -56 SCW i"C 1b.4 b.6 b.e 7 b. b.9 b.e [(�r.6 lyypps// e MH: 19 77E(('2' k.1 .1 i� Pl•)Aea,lMra, 9 4, Z`4 6 b.6 iso 1.1 1.2 1.2 b. H • 8 kI Id, '2.7 �.9 � ib.9 1.5 i.s i.7 i:s .4'1�r3.3 a N •z I, II.O 1.9 1.9 e2.0 I.6 i.0 5.7 i.s 3.2 l 2 1 4.0 �.4 U7 b.9 TL.S •2.3 �.2 1.9 1.0 b.s 1.6 r2.7 ? 6 2 2X2.9 z -1Q \`41 i.6 T2s 5 2. 4 � 3 '2 PROPOSED __. •-y ?-o I DRAIN FIELD FOR i.9 3.a I SEPTIC � §.4 k•e _ 1.2 3.1 S •3.6 CONCRETE "WALK 5B 1.2 3.1 H. 18 MH: 25 r ,_ .3 be� •> i.2 3.6 32 4 I' 1; 2 _ .:�• ! 4 X2.4 ... ... ....... .....- b B h..,�,,:_-_ '2 3-..-•1 6 �.0 •0.4 1.2 4.2 F6 3 ".5 ...SCW E iso R.3 4J 14.o'e b.9 b.4 i.z 3.7 3 7 k.o � 1.0 1.6 1 7 i.9 i.7 b.9 b.5 1.1 3.2 4.3 s.l b e �3 L,1,4 b.fi b.s i.1 3.0 3 6 3 9 ; '3 ° RETE j - 7 b 4 1I 7 0 b.7 b s 1.0 'l 7 3 �4 3 2 3 3 S SL _ _..._ :.7 MH ml;.- ..-_... 9 2.8 1 - CONCRETE b.9 1.4 i,1 b.6 1.3 b.4 1.e 1.3 1.2 b.7 . b.3 b.1 FLUME 0 PANEL *X D R A I N A. G E R E TE N T 10 N - 1" BACKFLOW 0 PREVENTOR 1-1/2" UNDERGROUND CONDUIT FOR FUTURE MONUMENT SIGN J 7d 1ky IRRIGATION CONTROL VAVLE ACCESS AND UTILITY EASEMENT tel~ PER ORB PG 665-683 ACCESS j FLUME I I 2-6" ANITARY PIPES - ON C RETE ! FIRE HYDRAN MAI LBOX ---- RECLAIMED ------ WATER METER DRIVE CONCRETE SIDEWALK WEST BOUND LANES SITE PHOTOMETRIC PLAN SCALE: 1' = 30 - 0' GAS LIN€y MARKER `--�-' 0 0 0 1 3 3 a 3 2 0 I I 1 6" P C CLEANOUT SR DDA .0 I •o jH 1 ; rII o !y I iit ( .0 i o II !I 0 I I ! L'J I .o W r Wv CLEANOUT {i I •0 , -STOP SIGN .o 1WATER VAVLE iso PERMIT # Owner: MCKEE CONSTRUCTION CO. 135 West Central Blvd., Suite 3¢0 Orlando, Florida 32801 TEL 407.363.6136 M26001097 BCopyrigh( 2017 Project: SKY POWER SPORTS SHOP & STORAGE BUILDING 3710 WEST 1ST STREET, SANFORD�46LORIDA Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full perfomance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE PHOTOMETRIC PLAN Revisions: 1 COORDINATION 12/11/17 Issue Date Drawn By Checked By 10/16/17 SR DDA Certified By. �VF_Er�lt tlCA..$849't 1365tcRYSTAL RIVER DRIVE ORFL. 32828 V phot : C4a7)ZT7sagli . fa% 40;277' 8 em II. diilys ti ; IA. <> Drawing Number. ESI 00 Project Number. 17002 NOTE: x ALL JOINTS TO BE RESTRAINED PER NFP AND BELL RESTAINTS. x ALL PIPE TO HAVE A MINIMUM 36' DEPTF PIPE TO FINISHED GRADE. x ALL MATERIAL SUBJECT TO CORROSION TI BITUMINOUS TAR. S TA T E R O A D N o. 4 6 Site — Fire Protection Plan Ip y 4 115 �0 SCALE 1'=30' C Q) D Underground Fire Main Notes: 1. All material and installation to be in accordance with NFPA 24, 2013 edition, and the local authority. 2. All joints to be restrained in accordance with NFPA 24, 2013 edition, and the local authority with MegaLugs and Bell Restaints. 3. All piping to have a 36" minimum depth of bury from top of pipe to finished grade. 4. All piping to be flushed and hydrostatically tested in accordance with NFPA 24, 2013 edition, and the local authority. (2) 6' OS&Y GATE VALVES ��Q WITH TAMPERS �P +'L (WIRING BY ELECT. CGNTJ a a 6' FLG 90' ELL o 0 0 (.. 6' WILKINS 350ADA DOUBLE CHECK VALVE ASS. BY FREEDOM FIN. GRADE 6' 6' 6' M.J. 90' ELL - FROM SUPPLY TO BUILDING (BY OTHERS) (BY FREEDOM) LFREEDOM'S POINT OF CONNECTION Backflow Preventer Detail No Scale AMES I.B.R. Lead—In Detail No Scale PERMIT # RUM 4' 91"f fua� 4,��Ii� aY2 "G1ite�%(, '1Rc�c 6y� P�1. SANFORD FIRE 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 SHALL 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 CODE. g 7Aj 0 201') Dept REVIEWED BY: MATT MINNETT SANFORD FIRE DEPT. DATE: __22JL Z o ci fW-QI='Mcf) W Q R 7 J J I (Ll L`1z�Woc taWWC7W� W U U LIZ W Z O X Y W o ¢ S Wo�rn�W Site—Fire Protection Plan PH CONTRACT # COMM DRAWN : KEVIN CHECKED : F,C, DATE : 1-15-18 TOTAL HEADS : N/A SCALE : AS NOTED FP 1 SHEET 1 of 1 NNTE: x ALL JOINTS TO BE RESTRAINED PER NFP( AND BELL RESTAINTS. A ALL PIPE TO HAVE A MINIMUM 36' DEPTH PIPE TO FINISHED GRADE, x ALL MATERIAL SUBJECT TO CORROSION T1 BITUMINOUS TAR. S T A T E R O A D N o. 4 6 Site — Fire Protection Plan SCALE 1'=30' �0 Q) 0 Underground Fire Main Notes: 1. All material and installation to be in accordance with NFPA 24, 2013 edition, and the local authority. 2. All joints to be restrained in accordance with NFPA 24, 2013 edition, and the local authority with MegaLugs and Bell Restaints. 3. All piping to have a 36" minimum depth of bury from top of pipe to finished grade. 4. All piping to be flushed and hydrostatically tested in accordance with NFPA 24, 2013 edition, and the local authority. (2) 6' OS&Y GATE VALVES WITH TAMPERS (WIRING BY ELECT. CONT.) 6' FLG 90' ELL oo ° a 6' WILKINS 350ADA DOUBLE CHECK VALVE ASS. BY FREEDOM FIN. GRADE � z M f IL �jJ✓/ 6' M.J. 90' ELL FROM SUPPLY TO BUILDING (BY OTHERS) (BY FREEDOM) LFREEDOH'S POINT OF CONNECTION Backflow Preventer Detail No Scale AMES I,B.R. Lead—In Detail No Scale SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND PONALLY ACCEPTED FOR ERMIT. IAN 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, SHALL ISSUANCE OF APERMIT PREOVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUCORRECTION OF ERRORSRING ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. PERMIT # cmrnzn/S Ul SNt I q,t, 1'74,4 /�lr ical� Site—Fire Protection Plan r w II CONTRACT # COMM II DRAWN ; KEVIN CHECKED F.C. �J fPlangj Deceived DATE 1-15-18 B P 2010 SF,Q By�a fi' re H U TOTAL HEADS + N/A �qQM� ¢ ° 00 SCALE AS NOTED REVIEWED BY: _ cc T MATT MINNETTO w oro w J J I CU SANFORD FIRE DEPT. C2 ae ca WW o W WUUWZ FP -1 DATE: i ' LL_o¢E¢ Wo�oviML, SHEET 1 of 1 NOTE x ALL JOINTS TO BE RESTRAINED PER NFP( AND BELL RESTAINTS. x ALL PIPE TO HAVE A MINIMUM 36' DEPTF PIPE TO FINISHED GRADE. x ALL MATERIAL SUBJECT TO CORROSION TI BITUMINOUS TAR. S T A T E R O A D N o. 4 6 Site — Fire Protection Plan 1�1 � Q 115 3�0 SCALE 1'=30' 0 0 Underground Fire Main Notes: 1. All material and installation to be in accordance with NFPA 24, 2013 edition, and the local authority. 2. All joints to be restrained in accordance with NFPA 24, 2013 edition, and the local authority with MegaLugs and Bell Restaints. 3. All piping to have a 36" minimum depth of bury from top of pipe to finished grade. 4. All piping to be flushed and hydrostatically tested in accordance with NFPA 24, 2013 edition, and the local authority. (2) 6' WITH TAMPERSALVES+2` (WIRING BY ELECT. CONT. a 6' FLG 90' ELL o^o o^o 6' WILKINS 35CADA DOUBLE CHECK VALVE ASS. BY FREEDOM FIN. GRADE 6' 6' 6' M.J. 90' ELL FROM SUPPLY TO BUILDING BY OTHERS) (BY FREEDOM) FREEDOM'S POINT OF CONNECTION Backflow Preventer Detail No Scale AMES LB.R. Lead—In Detail No Scale SANFORD FIRE 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 SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PIANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. Name-, ROCONOd 1br 20 i8 .S By Fie U11-P'�e REVIEWED BY: MATT MINNETT0_ SANFORD FIRE DEPT. DATE:_ 3-�412( - z o L5 �QQM� �00 Cy < -D .O aoQgCIO I- W W a- cu w 00 J -J I (U L � Cl O ~ 1::i CD ozz� o Pl W Li LJ W UUL�Z _ Liz ox Q'L'o¢Sa L 17 1,0 (n CLL Site—Fire Protection Plan r w CONTRACT # COMM DRAWN ; KEVIN CHECKED 1 F,C, DATE 1 1-15-18 TOTAL HEADS ; N/A SCALE 1 AS NOTED FP -1 SHEET 1 of 1