HomeMy WebLinkAbout1810 Rinehart Rd (a) 18-1702 (a)3
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ARCHITECT
r1) design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
ALTITUDE TRAMPOLINE PARK FAX: (781) 875-3039
www.phasezerodesign.00m
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
1810 RINEHART ROAD
PHONE: (813) 838-8896
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ELECTRICAL ENGINEER
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SANFORD, FL 32771
-VRAM P Ll N E ISSUED FOR PERMIT/BID
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
MECHANICAL & 1431 GREENWAY DRIVE
IRVING, TX 75038
OWNER ARCHITECT STRUCTURAL PLUMBING ELECTRICAL PHONE: (972) 870-1288
STRUCTURAL ENGINEER
JUMP 2018 LLC PHASE ZERO DESIGN, INC. ZABIK TURNER ENGINEERING ID STUDIO 4 DON PENN CONSULTING ENGINEER NG
ZABIK TURNER ENGINEERING
10108 EVERGREEN LANE DRIVE 35 POND PARK ROAD, BAY 16 1024 N. FULLERS CROSS ROAD 1431 GREENWAY DRIVE 1301 SOLANA BLVD.
TAMPA, FL 33647 HINGHAM, MA 02043 WINTER GARDEN, FL JENNIFER ZABIK, PE, SE
RI
34787 IRVING, TX 75038 BLDG. 1, SUITE 1420 1024 N FULLERS CROSS ROAD
PHONE: (813) 838-8896 PHONE: (781) 452-7121 PHONE: (407) 864-8120 PHONE: (972) 870-1288 WESTLAKE, TX 76262 WINTER GARDEN, FL 34787
CONTACT: BRIAN DUNLEAVY CONTACT: ROBYN KIERNAN CONTACT: JENNIFER ZABIK, PE, SE CONTACT: BRIAN CHANDLER PHONE: (817) 410-2858 PHONE: (407) 864-8120
E-MAIL: bdl6.altitude@gmail.com E-MAIL: rkiernan@phasezerodesign•com E-MAIL: jzabik@ztengineering.com E-MAIL: brianc@idstudio4.com FAX: (817) 251-8411
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1. ALL WORK SHALL CONFORM TO FEDERAL, STATE AND MUNICIPAL CODES AND ORDINANCES. THESE Q w
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A. B. ANCHOR BOLT FAB FACE BRICK P PARD. PARTICLE BOARD P, PARALLEL SHALL SUPERSEDE DRAWINGS, NOTES AND DIMENSIONS IN ALL CASES. THE ARCHITECT SHALL BE CL
ABV ABOVE
A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PCC. PRECAST CONCRETE NOTIFIED OF SUCH CHANGES BEFORE WORK IS STARTED. CONTRACTOR SHALL OBTAIN PERMITS cc x
O O ao
ACC ACCESS f. D. FLOOR DRAIN P. E. PORCELAIN ENAMEL BEFORE STARTING WORK, AND OBTAIN APPROVALS OF ALL REGULATORY AGENCIES UPON w N w N
A.C.T. ACOUSTICAL TILE OR F. E. FIRE EXTINGUISHER PED PEDESTAL (SINK) COMPLETION, AND AS REQUIRED LAYOUT ROOM NAME N
AFF ABOVE FINISH FLOOR f. F. FINISH FLOOR PERI PERIMETER EL: 0'-0" POINT Luo o
A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING
ADD ADDENDUM FGL FIBERGLASS 2. THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS, GENERAL CONDITIONS OF THE CONTRACT A. F. F. Ln r) U) I
ADH ADHESIVE FIN FINISH PLLAM. PLASTIC LAMINATE 003 ISSUE HISTORY: _ 0 0
ADJ ADJUSTABLE FLG FLASHING FOR CONSTRUCTION, OWNER -CONTRACTOR AGREEMENTS AND ALL ADDENDA ISSUED PRIOR TO AND GENERAL
PNL PLASTER
AGG AGGREGATE FUR FLOOR PNL PANEL ALL PLAN CHANGES ISSUED AFTER EXECUTION OF THE CONTRACT. N ROOM NUMBER G001 TITLE SHEET, ABBREVIATIONS, SYMBOLS AND GENERAL NOTES • •
A.H.U. AIR HANDLING UNIT FN R FENCEESCENT PNT PAINT HEIGHT DATUM
ALT ALTERNATE
ALUM ALUMINUM FND FOUNDATION PR PAIR 0 G002 EGRESS PLAN AND CODE REVIEW •
A.P. ACCESS PANEL F.O.S FACE OF STUD PREFAB PREFABRICATED 3. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN CONTRACT W E
A-000
AFX APPROXIMATE FP FIRE PROOF PSF POUNDS PER SQUARE FOOT (N.I.C.) OR EXISTING; ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE A PART OF THE ARCHITECTURAL a
PSI POUNDS PER SQUARE INCH
ARCH. ARCHITECTURAL) FPHB FIRE PROOF HOSE BIBS CONTRACT DEFINED BY THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND 0 DOOR NUMBER
ASPH ASPHALT FP FIREPLACE PTN PARTITION S
A.T. ASPHALT TILE FR FRAME P.T. PRESSURE TREATED INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK SHOWN. A000 A101 FLOOR PLAN • •
AUTO. AUTOMATIC FS FULL SIZE PV PAVE(D) OR PAVING SEE DOOR SCHEDULE
AVG AVERAGE FTG FOOTING PVC POLYVINYL CHLORIDE (PIPE) INTERIOR ELEVATIONS A111 REFLECTED CEILING PLAN •
AWNG AWNING FUR FURRED(ING) FWD PLYWOOD 4. GENERAL CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE AND IS SOLELY RESPONSIBLE � • A131 FINISH PLAN •
F.V. FIELD VERIFY FOR CONSTRUCTION SEQUENCING, METHODS AND TECHNIQUES. 0 , 0
BE) 3O WIDE BASE CAB. A201 EXTERIOR ELEVATIONS • Z Q
GGA GAUGE Q Q.T. QUARRY TILE A-0� ` CENTER LINE
BOARD
GWB. GYPSUM WALL BOARD Q 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PAYING FOR AND OBTAINING ALL PERMITS, ` O
BF BI -FOLD (DOOR) G.C. GENERAL CONTRACTOR R RISER • � O A301 PLATFORM AND RAILINGS PLAN •
BIT. BITUMINOUS [� INSPECTIONS, REQUIRED TESTS AND UTILITY CONNECTIONS, TERMINATIONS AND CAPPING UNLESS
BLKG BLOCKING GD GRADE OR GRADING , ` R/A RETURN AIR DETAIL MARKSOff, A302 PLATFORM STAIR AND RAMP DETAILS
BLDG BUILDING •
G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE OTHERWISE NOTED. 1 I - WINDOW NUMBER A303 PLATFORM ELEVATIONS • O J
GFI GROUND FAULT INTERRUPTER RAD RADIUS
BLK BLOCK (CMUs) GL GLASS OR GLAZING RBL RUBBLE
BMG 13EAMKING GL.BA401 RESTROOM DETAILS -MULTI STALL •K. GLASS BLOCK R.D. ROOF DRAIN 6. GENERAL CONTRACTOR SHALL PROVIDE AND IS SOLELY RESPONSIBLE FOR PUBLIC AND EMPLOYEE KEYNOTE Q
B.M. BENCH MARK G.I. GALVANIZED IRON REF REFRIGERATOR PROTECTION AS NECESSARY AND AS REQUIRED BY THE CODES, ORDINANCES AND REGULATIONS OF 0 FINISH KEY A402 RESTROOM DETAILS - FAMILY • Ir Q 0
BP BI -PASS (DOOR) GT GROUT REQ REQUIRED GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT PLACE.
RES A000 A501 INTERIOR DETAILS - FRONT DESK • 2 O
BRG BEARING H HIGH RESILIENT 1 A502 INTERIOR DETAILS - CONCESSIONS •
BRK BRICK H HB HOSE BIBB REV REVISION, REVISED W
B.S. BOTH SIDES H.C. HOLLOW CORE KEINE REINFORCED(ING) 7. ANY WORK INVOLVING ALTERATIONS TO EXISTING BUILDING UTILITIES & WHICH REQUIRE UTILITY SHUT
BSMT BASEMENT RFG ROOFING ELEVATIONS A503 INTERIOR DETAILS - BREAKROOM • Z Z
HD HEAD OR HARD DOWN, SHALL BE COORDINATED WITH THE OWNER AND SHALL REQUIRE A MINIMUM OF 5 FIVE DAYS
BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY R.J.B. REINFORCED JUNCTION BOX ()
BVL BETWEEN HDR HEADER RLG RAILING NOTICE. ALL FIRE WATCHES &SECURITY REQUIREMENTS SHALL BE G.C. A504 MEZZANINE & STAIR DETAILS • Q
BVL BEVELED HDW HARDWARE RSM RANGE W/ MICROWAVE
B.W. BOTH WAYS HT HEIGHT RWL ROOF WATER LEADER WALL FINISH A601 SCHEDULES AND DETAILS •
H.M. HOLLOW METAL R.O. ROUGH OPENING 8. IN THE EVENT OF DISCREPANCIES IN THE DRAWINGS, THE COSTLIER OR MORE RESTRICTIVE A - �■ U)
C CAB CABINET HORZ HORIZONTAL R.O.W. RIGHT OF WAY CONDITIONS SHALL BE DEEMED THE CONTRACT REQUIREMENT, UNLESS OTHERWISE STATED IN 0 FLOOR FINISH
C. 5. CATCH BASIN 0
HR HOUR RAS ROD AND SHELF(S) WRITING, FROM THE OWNER OR OWNER'S REPRESENTATIVE. ANY DISCREPANCIES SHOULD A-000 BASE FINISH STRUCTURAL Lu
Ir -
CEM CEMENT H. R. HALF ROUND SC SOLID CORE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REVISION CLOUD L1.00 FRAMING PLAN • r
CER CERAMIC HS HORIZONTAL SLIDER S SCh SCHEDULE SECTION CUT & TAG WAINSCOTTING L2.00 DETAILS •
CF CUBIC FOOT HTG HEATING
CRAM CHAMFER HVAC HEATING/VENTILATING/AIR COND. SD SMOKE DETECTOR COLUMN REFERENCE
C. 1. CAST IRON HWD HARDWOOD SEC SECTION 9. GENERAL CONTRACTOR SHALL WARRANT WORK PERFORMED FOR A PERIOD OF ONE YEAR FROM THE L3.00 DETAILS •
C.I.P. CONC.CAST-IN-PLACE CONC. 5. F. SQUARE FEET DATE OF FINAL ACCEPTANCE.
CIR CIRCLE I.B. IRONING BOARD SF.GL. SAFETY GLASS XXX ROOM TAG
CIRC CIRCUMFERENCE I I.D. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR PLUMBING
C.J. CONTROL JOINT I.L.O. IN LIEU OF SH SINGLE HUNG OR SHELF 10. VERIFY DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS, AND REPORT TO THE 0
CK CALK(ING) CAULK(ING) I.M. INSULATED METAL SHT (DRAWING) SHEET ARCHITECT AND OR OWNER DISCREPANCIES WHICH WOULD INTERFERE WITH SATISFACTORYA-000 . �� . �� . P101 PLUMBING PLANS •
CL CLOSET OR CENTER LINE INS/INSUL INSULATED(TION) SHTHG SHEATHING
INT INTERIOR SIM SIMILAR COMPLETION OF THE WORK. DO NOT SCALE THE DRAWINGS. DIRECTION MATCH LINE &NOTE P201 PLUMBING SCHEDULES &DETAILS •
CUR CEEARGANCE) SKL SKYLIGHT ARROW XXX XXX CEILING MATERIAL
CLS CLOSURE OR CLOSER JST JOIST SL SIDELIGHT OR SLEEVE 11, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO KEEP THE PREMISES CLEAN OF X XXX CEILING FINISH
CM CENTIMETERS) , JT JOINT SNC SEALANT MECHANICAL
CMU CONCRETE MASONRY UNIT SPC SPACER DEBRIS, RUBBISH, EXCESS MATERIALS, ETC. RESULTING FROM THE WORK OF THIS CONTRACT.
C.O. CASED OPENING KD KNOCKDOWN SPEC SPECIFICATIONS TENANT SPACE SHALL BE BROOM CLEAN EACH WORK DAY. 0 M101 MECHANICAL PLAN •
COL COLUMN K KIT KITCHEN SPK SPEAKER
COMB COMBINATION KO KNOCKOUT S.ST. STAINLESS STEEL x000 M201 MECHANICAL SCHEDULES & DETAILS •
CONC CONCRETE KPL KICKPLATE STD STANDARD 12. CHARGES FOR EXTRA WORK DONE BY THE CONTRACTOR WILL NOT BE HONORED UNLESS THE WORK
COND (AC) CONDENSER K/S KNEE SPACE STSTORAGE AND THE AMOUNT ARE AGREED TO BY THE OWNER, OR THEIR AGENT, IN WRITING BEFORE THE WORK
CONST CONSTRUCTION STL STEEL BUILDING SECTION ELECTRICAL
CONT CONTINUOUS IAM, LAMINATE(D) STR STRUCTURAL IS DONE, BASED UPON UNIT PRICING.
CONTR CONTRACTOR L LAV LAVATORY SQ SQUARE E101 LIGHTING FLOOR PLAN •
CORK CORRUGATED L.B.O. LOCATION BY OTHERS SUS SUSPENDED •
CPR COPPER LIV LIVING S.W. SHEAR WALL 13. AS REQUIRED BY CODE, EACH CONTRACTOR AND EACH SUBCONTRACTOR SHALL OBTAIN REQUIRED E102 POWER PLAN
C/CPT CARPET L.L. LIVE LOAD INSPECTION OF THAT PORTION OF WORK.
CRs COURSE(S) L. P. LAMINATED PLASTIC T T TREAD E201 ELECTRICAL DETAILS •
CSMT CASEMENT T. 5. TOWEL BAR
C M CAST STONE LT LIGHT T.B.D. TO BE DETERMINED 14. ALL FIRE -RATED ASSEMBLES SHALL BE INSTALLED, LABELED, AND INSPECTED IN ACCORDANCE WITH E301 ELECTRICAL SCHEDULES & RISER DIAGRAM •
C.T. CERAMIC TILE L.T. LAUNDRY TUB TC TERRA COTTA
CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROL JOINT THE APPLICABLE BUILDING CODE WHEN REQUIRED.
CX CONNEXTION LVL VENNER LUMBER TEMP. TEMPERED (GLASS)
CY CUBIC YARD LVR LOUVER T$G TONGUE t GROOVE 15. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS DICTATED BY STATE AND LOCAL BUILDING
MTEL TELEPHONE
1 2"D 12" DEEP M MAX MAXIMUM THK THICKNESS) AND SAFETY CODES. COORDINATE WITH OWNER AND OWNER'S REPRESENTATIVE.
DRYER, OR DRAIN MAS MASONRY THR THRESHOLD SYMBOL INDEX
D w
DBL DOUBLEMATL MATERIAL T.O.C. TOP OF CONCRETE TOFTOP OF FOUNDATION 16. COORDINATE AND VERIFY EQUIPMENT SIZES WITH THE OWNER. COORDINATE DIMENSIONS OF o
DECO DECORATIVE MC MEDICINE CABINET T. c
DEM DEMOLISH, DEMOLITIONMECH MECHANICAL T.O.M. TOP OF MASONRY FURRED AREAS WITH EQUIPMENT AND OWNER FIXTURE REQUIREMENTS. T.O.W. TOP OF WINDOW
a
DEP DEPRESSED MFR. MANUFACTURER REVISIONS
D.F. DRINKING FOUNTAIN TP TOILET PAPER HOLDER REV DATE DESCRIPTION /COMMENTS
DET DETAIL MH MANHOLE TR TRANSOM 17. PROVIDE FRT SOLID WOOD BLOCKING BEHIND ALL SPECIALTY MILLWORK, SIGNAGE, AND AWNINGS,
DH DOUBLE HUNG MIR MIRROR TV TELEVISION OUTLET ETC. COORDINATE LOCATION OF ALL SUCH WALL ATTACHED ITEMS WITH OWNER OR THEIR AGENT
DIAM DIAMETER MISC MISCELLANEOUS Tl F TYPICAL PRIOR TO INSTALLATION OF WOOD BLOCKING.
DIM DIMENSION MLD MOULDING UC UNDERCUT
D.L. DEAD LOAD MM MILLIMETER U UNF UNFINISHED
DN DOWN MMB MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE 18. ALL REQUESTS FOR PAYMENT SHALL BE MADE WITH THE USE OF THE AIA APPLICATION FOR PAYMENT
D.P. DAMP -PROOFING M.O. MASONRY OPENING
DR DOOR AND PROVIDED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND RECOMMENDATION TO THE
MOD MODULAR .
VB VANITY BASE OWNER.
DRY DRYER MACHINE MRB MARBLE
DS DOWNSPOUT V V. B. VAPOR BARRIER
METAL
D/S DRAWER STACK MTL MO NTED(ING) VB# VANITY BASE WIDTH
D.T. DRAIN TILEMULL MULLION OR MULLED VERT VERTICAL 21. PROTECTION OF WORK: HOISTING, UNLOADING AND DELIVERIES, TRASH &DEBRIS REMOVAL, AND
DTL DETAIL VIN VINYL(SHEET) DISPOSAL OF ALL WASTE, MUST BE COORDINATED WITH BASE BUILDING, DOCK MANAGER & CITY
DW DISH WASHER N.A. NOT APPLICABLE V.S. VEGTABLE SINK
DWG DRAWING N N.I.C. NOT IN CONTRACT V.C.T. VINYL COMPOSITION TILE POLICE.
DWR DRAWER NL NAIL.ABLE W ## WALL CAB DIMENSIONS
NOM NOMINAL 22. ALL LIGHT GAUGE METAL FRAMING SHALL BE PREPARED AND STAMPED UNDER THE SUPERVISION OF
E EA EACH N.T.S. NOT TO SCALE W WIDE OR WASHING MACHINE
EB EYEBROW N.G.V.D. NAT. GEODETIC VERTICAL DATOM WC WATER CLOSET A QUALIFIED ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT. SEAL
E.F. EACH FACE WD WOOD
E.J. EXPANSION JOINT OA OVERALL WF WIDE FLANGE
EL ELEVATION O OBS OBSCURE (GLASS) WH WATER HEATER 23. PATCHING OF HOLES IN EXISTING CONSTRUCTION - PATCH AND REPAIR HOLES AS NECESSARY TO
ELEC ELECTRIC(AL) O.C. ON CENTER W.H. WALL HUNG
E.P. ELECTRICAL PANEL OHC OVERHEAD CABINET WI WROUGHT IRON MATCH ADJACENT CONSTRUCTION AND TO MAINTAIN THE FIRE RATING OF THE ASSEMBLIES.
EQ EQUAL 0. D. OUTSIDE DIAMETER WIC WALK-IN CLOSET FIRESTOPPING SYSTEM MAY BE USED TO FILL HOLES THAT WILL BE CONCEALED IN THE FINISH
EST ESTIMATE O
O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW CONSTRUCTION.
E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/O WITH OR WITHOUT
EXG EXISTING OPNG OPENING WP WATERPROOF
OPT OPTIONAL
EXT EXHAUST W.R. WATER RESISTANT
EXT EXTERIOR OSB ORIENTED STRAND BOARD QUALITY CONTROL:
WSCT WAINSCOT �ENER
W.T.W. WALL TO WALL
WWM WELDED WIRE MESH A. SITE MEETINGS: CONTRACTOR TO CONDUCT SITE MEETINGS AND WRITE MEETING MINUTES AT
FREQUENCY AS DIRECTED BY OWNER, UNLESS OTHERWISE DIRECTED BY OWNER OR OWNER'S
REPRESENTATIVE. CONTRACTOR AND ALL SUB -CONTRACTORS MUST BE PRESENT, UNLESS WAIVED LOCUS PLAN
BY OWNER.
B. INSTALLATION: EXCEPT AS MORE STRINGENT REQUIREMENTS ARE INDICATED ON THESE DRAWINGS
AND IN THESE NOTES, COMPLY WITH GENERALLY ACCEPTED INDUSTRY STANDARDS AND INSTALL ,,,.,. n fi .
PRODUCTS IN STRICT COMPLIANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS.`"' k: ,� fi'
ISSUED FOR: PERMIT - BID
f= G ISSUED DATE: 04.04.2018
C. WHEN EVALUATING APPEARANCE OR CONFORMANCE WITH DESIGN INTENT, THE WORDS#.3
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"ACCEPTABLE", "VISIBLE", "INVISIBLE", "MATCHING", "ALIGNED", AND SIMILAR TERMS OF JUDGMENT DRAWN BY: EJL � �{
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SHALL MEAN "ACCEPTABLE, ETC., IN THE OPINION OF THE ARCHITECT OR OWNER", :
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PROJECT NUMBER: 2118015
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Copyright (o) by Phase Zero Design Corp AR Rights
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111 EGRESS PLAN
SCALE: 3/32 "=1'-0"
FE
STORAGE I
a 114
EGRESS DISTANCE: 106'-6"
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SCALE: 1/8"=l' -O"
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EGRESS PLAN LEGEND
PROJECT DESCRIPTION:
111
110
�— TRAVEL PATH
THE DRAWINGS AND SPECIFICATIONS DEFINED HEREIN REPRESENT THE SCOPE OF WORK FOR
THE FIT -OUT OF A 30,100 SF MIXED USE SPACE, WITH EXERCISE AND ASSEMBLY AREAS,
design
• MOST REMOTE POINT
BUSINESS AND STORAGE.
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
EXISTING BUILDING CONSTRUCTION:
PHONE: (781) 452-7121
TYPE OF EXIT
FAX: {781875-.30139
STRUCTURE: STEEL COLUMNS
CLIENT
FE FIRE EXTINGUISHER
FOUNDATION: SLAB ON GRADE.
WALLS: METAL STUDS
ROOF: STEEL JOISTS AND BEAMS WITH
JUMP 2018 LLC
METAL DECKING.
10108 EVERGREEN LANE DRIVE
\
TAMPA, FL 33647
PHONE: (813) 838-8896
5
D1
l 75' (RADIUS) DISTANCE TO FIRE EXTINGUISHER
BUILDING DESIGN CRITERIA:
F E (:D C
24'-11 " 43' -Il" 43'-11" \ 43'-11"
SECONDARY
EXIT
WIDTH: 34"
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WIDTH: 32"
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EGRESS PLAN
SCALE: 1/8"=l' -O"
TORAC�E
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PARTY
ROOM
ROOM
ROOM
112
111
110
PARTY
PREP KITCHEN
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STORAGE
WOMEN'S
MEN'S
108
RESTROOM
RESTROOM
107
106
FAMILY
RESTROOM
105
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102
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CONSTRUCTION CLASSIFICATION: 2B
OCCUPANCY USE: ASSEMBLY (A3) , BUSINESS (B) ELECTRICAL ENGINEER
STORAGE (S-1)
MIXED-USE REQUIREMENTS: N/A
MAXIMUM TRAVEL DISTANCE: 250 FT - SPRINKLERED
EXIT DOOR REMOTENESS
THE EXIT DOORS OR EXIT ACCESS DOORWAYS ARE PLACED A DISTANCE APART EQUAL TO
NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION
OF THE BUILDING OR AREA TO BE SERVED.
DIAGONAL DISTANCE = 257'-5" 13 = 85'-10". ACTUAL DOOR REMOTENESS =183'-7". DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
EXIT ACCESS BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
LENGTH OF MAX. TRAVEL DISTANCE (SPRINKLERED): 151'-2" O 817.410.28581 F 817.251.8411
COMMON PATH OF TRAVEL 75' MAX FLORIDA ENGINEER NO. 0051096 (MECH)
� DEAD ENDS: 20' MAX
FIRE RESISTANCE RATINGS (HOURS) ASSEMBLY / OPENING MECHANICAL 8 PLUMBING ENGINEER
STRUCTURAL FRAME 0 NA IDSTUDIO4
BEARING WALLS (EXTERIOR) 0 NA 1431 GREENWAY DRIVE
BEARING WALLS (INTERIOR) 0 NA IRVING, TX 75038
ROOF CONSTRUCTION 0 NA PHONE: (972) 870-1288
EXIT ACCESS CORRIDORS 0 NA
OCCUPANCY SEPARATIONS B / M 0 NA
STRUCTURAL ENGINEER
0 HOURS WITH SPRINKLER SYSTEM
NOT LESS THAN 1 HOUR PER NFPA 101 - 2009 ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
EGRESS DOORS ANALYSIS 1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
TOTAL OCCUPANTS = 605 OCCUPANTS PHONE: (407) 864-8120
TOTAL DOOR CLEAR EGRESS WIDTH REQ'D = 605 OCC. x.15 IN/OCC.
=90.75 IN
TOTAL DOOR EGRESS PROVIDED =181 IN EGRESS WIDTH
EGRESS EXITS REQ'D =3
1.5 NUMBER OF EGRESS EXITS PROVIDED =4
APPLICABLE CODES
BUILDING CODE 2017 FLORIDA BUILDING CODE
PLUMBING CODE 2017 FLORIDA BUILDING CODE - PLUMBING
1.8
MECHANICAL CODE 2017 FLORIDA BUILDING CODE - MECHANICAL
ELECTRIC CODE 2014 NATIONAL ELECTRIC COMPANY (NEC) Q
o
FIRE/LIFE & SAFETY 2017 FLORIDA FIRE PREVENTION CODE w
ACCESSIBILITY CODE 2017 FLORIDA BUILDING CODE - ACCESSIBILITY
� Q
2,4 ENERGY CODE 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION w J
COMPLIANCE O
LL
DESIGN DATA 0.
Q
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TENANT FOOTPRINT 30,100 SF (GROSS) W O
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BUILDING HEIGHT SINGLE STORY / @ 24'-0"
O
CONSTRUCTION TYPE 2B W po
OCCUPANCY CLASS MIXED: (A3) ASSEMBLY / (B) BUSINESS / STORAGE
2.6
OCCUPANT LOAD 605 OCCUPANTS
REQUIRED SPRINKLER YES
OR ALARM SYSTEM
REQUIRED TENANT YES
3 SEPARATIONS
OCCUPANCY CALCULATIONS (NET SF)
3.4 SPACE SIZE OF SPACE (SF) OCCUPANT CALC # OF
OCCUPANTS
RECREATION/ 24,670 1/50 494
TRAMPOLINE AREA
ASSEMBLY/ PARTY 1,327 1/15 89
AREA
BUSINESS/ w
OFFICE/BREAK 1,410 1/100 15 z
CL
STORAGE/ REVISIONS
1
LOADING/ELEC. ,928 1 / 300 7 REV DATE DESCRIPTION I COMMENTS
3.7
MEZZANINE 918 1/300 4
STORAGE
TOTAL 29,336 605 PER SF
PLUMBING FIXTURES
WATER CLOSETS LAVATORIES
SEAL
REQUIRED PROVIDED REQUIRED PROVIDED
MALE (ASSUMED 303) 3 (1 PER 125) 4 2 (1 PER 200) 2 -
FEMALE (ASSUMED 303) 5 (1 PER 65) 4 2 (1 PER 200) 2
FAMILY
PLUMBING FIXTURES
DRINKING FOUNTAIN SERVICE SINK
REQUIRED PROVIDED REQUIRED PROVIDED
ISSUED FOR: PERMIT -BID
1 PER 500 2 1 1 ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. AN Rights Reserved.
DRAWING NAME
EGRESS PLAN
5 AND
CODE REVIEW
NOTES
DRAWING NO.
0002
IJ
2
4'�
FLOOR PLAN - MEZZANINE
SCALE: 1/8"=1'-0"
rF CE CD CC'
B A.
4 A.2 (/A
24'-11" 43'-11" 43'-11" 43'-11" 45'-0" 5'-6"
r"/1PC I T J 1 ur%mVC VVVIVICIV J IVICIV J I-AIVIILT
ROOM ROOM ROOM PREP KITCHEN 108 RESTROOM RESTROOM RESTROOM
112 111 110 109 107 106 105
_
co
OP
N
in
Lo
_
N
r
1�
1.8
0
N
4
1—
5�
GENERAL NOTES:
1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF
NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION
MANAGER.
2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO
BE FURNISHED BY OWNER OF OTHERS, WITH THE MANUFACTURER OR SUPPLIER
BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN.
3. ALL DIMENSIONS ON PLANS ARE TO FACE OF FINISHED WALL (GWB) UNLESS
OTHERWISE NOTED.
4. FIRE EXTINGUISHER: 10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED
ON WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. FIRE EXTINGUISHERS
TO BE MOUNTED TO WALL OR EXISTING COLUMNS. REFER TO G002 FOR PLACEMENT.
FIRE EXTINGUISHERS TO BE'LARSEN MP10'.
5. ALL WORK SHALL BE IN COMPLIANCE FEDERAL, STATE AND LOCAL BUILDING CODES,
REGULATIONS, ORDINANCES AND STANDARDS.
6. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY
LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH
INSPECTIONS AND CERTIFICATES OF OCCUPANCY.
7. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES
AND ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED
AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING
DEPARTMENT.
8. THE G.C. SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR
THE STATE OF FLORIDA AND THE AMERICAN DISABILITIES ACT (ADA) AND SHALL
INSURE THAT THIS SPACE WILL BE ACCESSIBLE ACCORDING TO THE STRICTER
REQUIREMENTS OF THE APPLICABLE STANDARDS.
9. PATCH AND REPAIR ALL WALLS AND FLOORS AS NEEDED TO RECEIVE NEW FINISHES.
10. ALL DOORS ARE LOCATED 5" FROM ADJACENT WALL U.N.O.
11. ALL PARTITIONS ARE TYPE'Ai' U.N.O. REFER TO PARTITION TYPES ON A601.
FLOOR PLAN LEGEND
OWINDOW
NUMBER TAG (SEE 2/A601)
XXXX
DOOR NUMBER TAG (SEE SHEET A601)
OPERFORMANCE
NEW PARTITION
-----
LINE ABOVE
❑A
---
WALL TYPE (SEE 3/A601)
FLOOR PLAN KEY NOTES:
OWARPED
WALL 8', 10' & 12' AND AIR BAG.
OCARDIO
WALL
OPERFORMANCE
AREA
OMAIN
TRAMPOLINE PARK
OFOAM
PIT
OTRAPEZE
BAR
ODODGE
BALL COURT
OKIDS
COURT
OROCK
WALL / LOG ROLL / MONKEY BARS
10
BASKETBALL COURT
11
WIPE OUT
2
<4>
EVENT NETTING BY TRAMPOLINE VENDOR
13
ELEVATED FEATURE AROUND EXISTING COLUMN
14
SEATING BENCH 16" AND SHOE CUBBY. REFER TO DETAIL ON A/502
15
CONCESSION MILLWORK. REFER TO DETAILS ON A501
6
<4>
ALIGN NEW WALL WITH EXISTING WALL CORNER
17
ALIGN NEW WALL WITH EXISTING WALL
8
<4>
WALL MOUNTED LCD F/I BY TENANT, TO BE MOUNTED 6'-0" AFF
<19>
9
NEW WATER FOUNTAIN. REFER TO PLUMBING DRAWINGS
0
<4>
FRONT DESK MILLWORK. REFER TO DETAILS ON A501.
21
WAIVER DESK MILLWORK. REFER TO DETAILS ON A502.
2
<4>
ICEE MACHINE. FURNISHED AND INSTALLED BY TENANT.
23
FURNITURE FURNISHED AND INSTALLED BY TENANT.
4
<4>
NEW MEZZANINE. SEE SHEET A504 FOR MORE INFO.
5
<4>
G.C. TO RE -KEY EXISTING DOOR TO MATCH NEW DOOR.
6
<4>
ELEVATED PLATFORM.
7
<27>
COLUMN MOUNTED LCD F/I BY TENANT, TO BE MOUNTED 9'-0" AFF.
8
<4>
NEW STAIR TO MEZZANINE. SEE SHEET A504 FOR MORE INFO.
GRAPHIC LEGEND
ELEVATED PLATFORM - 35.6875" A.F.F.
F__1
ELEVATED PLATFORM - 61.6875" A.F.F.
Q2'-0"
HIGH ELEVATED PLATFORM ABOVE JUMPING MAT
ARCHITECT
0 Imm
0 design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phaodesgn.aom
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 1 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
U
W
K
a
SEAL
a
/
/COMMENTS
ISSUED FOR: PF1 MIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. AR Rights Reserved.
DRAWING NAME
FLOOR PLAN
DRAWING NO.
o,� FLOOR PLAN - GROUND FLOOR Al 01
a SCALE: 1/8"=1'-0" NOTES & LEGEND
3
a
Q
LO
CD
DO
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C
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E
U
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C
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0
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0
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N
N
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0
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F/
N
rE
_I
2 REFLECTED CEILING PLAN - MEZZANINE
SCALE: 1/8"=V-0"
15'-1y4" 15'-6" 15'-6"
1 10
1 STORAGE O 0
- 6 114 6>1 5 6 =
3 'D
cc
31 SOFFIT DETAIL
SCALE: 1 /4"=1'-0"
1.8� 2 1 X24 26
i
4) --loll
7-P
N N tV
I
L _
11-0.8'-0" 11-011 2'-3- 16'-0" 2'-3- 1 1 0 8'-0" 0
1 I
rF E D) C
rB CA. CA. (A'
24'-11" 43'-11" 43'-11" 43'-11" 45'-0" 6-6"
1'-0"
1 I
N
0
LO
1.5
7 I REFLECTED CEILING PLAN - GROUND FLOOR
SCALE: 3/32"=1'-0"
•. - � . 1-i-+� 1 r r -/"%r% I >i PARTY 'STORAGE WOMEN'S MEN'S FAMILY
ROOM ROOM ROOM PREP KITCHEN 108 RESTROOM RESTROOM RESTROOM
112 111 110 109 107 106 105
—; 5
GENERAL NOTES:
34
1. PLAN FOR LOCATING GRID AND FIXTURE REFERENCE ONLY. REFER TO ELECTRICAL
DRAWINGS FOR FIXTURE SPECIFICATIONS AND WIRING.
2. MOUNT LIGHTING TO UNDER SIDE OF STRUCTURE. ADJUST SPACING BETWEEN
FIXTURES AS NEEDED.
3. ACT GRID TO BE CENTERED IN EACH ROOM U.N.O.
4. DECK HEIGHT VARIES. G.C. TO ENSURE BOTTOM OF'B' LIGHTS TO ALIGN.
REFLECTED CEILING PLAN KEY NOTES:
NEW WHITE, 2 X 4 LAY -IN CEILING TILE W/ CEILING GRID TO BE EQUAL TO ARMSTRONG
PRELUDE 15/16 OR US GYPSUM ENVIRONMENTAL ZXA GRID SYSTEM. WIDE FACED,
1
ALUMINUM CAPPED, DOUBLE -WEB, HOT DIP, GALVANIZED STEEL,
®
INTERMEDIATE -DUTY. WHITE FINISH. TILE TO BE ARMSTRONG OPTIMA SQUARE
D
TEGULAR 15/16. COLOR: WHITE.
O2
EXPOSED ROOF DECK OPEN TO ABOVE, PAINT PT -02
OEXIT
SIGNAGE, SEE ELECTRICAL
O4
EXISTING GWB CEILING AND LIGHTING TO REMAIN.
OEXPOSED
ROOF DECK, UNPAINTED
ONEW
HIGH BAY LIGHT FIXTURE TO BE MOUNTED @ 21'-0" A.F.F.
OEXISTING
HIGH BAY RAISED TO 21'-0" A.F.F.
O8
EXISTING SOFFIT @ 13'-11" TO BE PAINTED PT -01.
ONEW
HIGH BAY LIGHT FIXTURES TO BE ALIGNED BY CENTERLINE
LIGHTING LEGEND
2' X 4' FIXTURE
2' X 4' EMERGENCY FIXTURE
HIGH BAY LIGHT FIXTURE
®
EMERGENCY EXIT SIGN
D
STRIP FLUORESCENT LIGHTING
NOTES & LEGEND
ARCHITECT
00 design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL $ PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
NO �
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V11
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1 REV I DATE I DESCRIPTION / COMMENTS 1
SEAL
ISSUED FOR: PLRMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. Ag Rights Reserved.
DRAWING NAME
REFLECTED
CEILING PLAN
DRAWING NO.
A111
PT -01
STORAGE
B-01
114
F-01
�DECK
ROOF
& STRUCTURE
ABOVE
0
co
5�
2 FINISH PLAN -MEZZANINE
SCALE: 1/8"=l' -O"
F �E CD C rB
CA. A.2 CA
24'-11" 43'-11" 43'-11" \ 43'-11" 45'-0" 5'-6" -
<2� <3> </ �l
1�
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t
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T
2-6)
1 __�/
7 I FINISH PLAN
SCALE: 1/8"=1'-0"
r/"%n I c rP%M I T r/Ar% I T PARTY ' STORAGE WOMEN'S MEN'S FAMILY
ROOM ROOM ROOM PREP KITCHEN 108 RESTROOM RESTROOM RESTROOM
112 111 110 109 107 106 105
4
M
0
M
3.�
4�
GENERAL NOTES:
ARCHITECT
1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF
NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION
MANAGER.
design
2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE
35 POND PARK ROAD, BAY 16
FURNISHED BY OWNER OF OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY
HINGHAM, MA 02043
CONSTRUCTION PERTAINING TO SAME IS BEGUN.
PHONE: (781) 452-7121
FAX: (781) 875-3039
3. ALL DIMENSIONS ON PLANS ARE TO FACE OF FINISHED WALL (GWB) UNLESS OTHERWISE
'"w"phasemodesign.00m
NOTED.
CLIENT
4. FIRE EXTINGUISHER: 10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED ON WALL
JUMP 2018 LLC
WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E) OR
10108 EVERGREEN LANE DRIVE
APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES.
TAMPA, FL 33647
PHONE: (813) 838-8896
5. ALL WORK SHALL BE IN COMPLIANCE FEDERAL, STATE AND LOCAL BUILDING CODES,
REGULATIONS, ORDINANCES AND STANDARDS.
ELECTRICAL ENGINEER
6. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL
JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND
CERTIFICATES OF OCCUPANCY.
7. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND
ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND
COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT.
8. THE G.C. SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR THE
STATE OF IDAHO AND THE AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE THAT THIS
SPACE WILL BE ACCESSIBLE ACCORDING TO THE STRICTER REQUIREMENTS OF THE
APPLICABLE STANDARDS.
DON PENN CONSULTING ENGINEER
9. PATCH AND REPAIR ALL WALLS AND FLOORS AS NEEDED TO RECEIVE NEW FINISHES.
1301 SOLANA BLVD.
BLDG. 1 1 SUITE 1420
WESTLAKE, TX 76262
10. PAINT ALL EXISTING COLUMNS PT -02
O 817.410.28581 F 817.251.8411
11. PAINT ALL NEW & EXISTING DOOR FRAMES PT -02
FLORIDA ENGINEER NO. 0051096 (MECH)
FINISH PLAN KEY NOTES:
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
Oi
STANDARD PERIMETER PAINT SCHEME, REFER TO 2/A131
IRVING, TX 75038
PHONE: (972) 870-1288
OMODIFIED
PERIMETER PAINT SCHEME. NO PAINT BELOW 9'-0". PAINT PT -03 FROM 9'-0" TO
12'-0', THEN FOLLOW STANDARD SCHEME ABOVE 12'-0".
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
OMODIFIED
PERIMETER PAINT SCHEME. NO PAINT BELOW 5'-0". PAINT PT -03 FROM 5'-0" TO
12'-0", THEN FOLLOW STANDARD SCHEME ABOVE 12'-0".
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
4
EXISTING COLUMNS TO BE PAINTED PT -02
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
INTERIOR MATERIAL & FINISHES
WALL
PT -01
SW7004, COLOR: SNOWBOUND, PAINT.
PT -O2
SW6258, COLOR: TRICORN BLACK, PAINT.
PT -03
SHERWIN WILLIAMS, CUSTOM PURPLE, PAINT.
PT -04
SHERWIN WILLIAMS, CUSTOM CYAN, PAINT.
PT -05
SW6887, COLOR: NAVEL, PAINT.
ODALTILE:
LINDEN POINT - GRIGIO 12"x24" #LP21
GROUT: LATICRETE 89 SMOKE GRAY OR EQUAL
BASE
B-01
JOHNSONITE, RUBBER COVE BASE. COLOR: #40 BLACK, 4" RUBBER BASE.
THROUGHOUT SPACE.
Z Q
FLOOR
F-01
V -SEAL 101. ALL EXPOSED FLOORING (NOT UNDER TRAMPOLINES OR PLATFORMS).
wj O
J
O W use.
DALTILE LINDEN POINT - GRIGIO 12"x24" #LP21
GROUT: LATICRETE 89 SMOKE GRAY OR EQUAL
F—
On
29 = O
NOT USED
W LL
-Qi
CARPET TILE: FURNISHED BY TRAMPOLINE VENDOR, INSTALLED BY G.C.
Z Z
Q
(n
-02
CARPET TILE: PATCRAFT 10379 ORBITAL - COLOR: 00590 ATOMIC,
MONOLITHIC PATTERN
O
W
NOTES & SCHEDULES
00
Z
w PT -01
U
O -
13 I RESTROOM WALL PAINT SCHEME I
1/2"=1'-0"
Y
w PT -02
0
O
I—
t
PT-03
xlll_
B-01
J �I
2 PERIMETER WALL PAINT SCHEME
1/2"=1'-0"
8
U
W
O
IL
IL
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
FINISH PLAN
DRAWING NO.
A1 31
EXTERIOR ELEVATION KEYED NOTES:
OEXIST.
SIGN TO BE REMOVED. GC TO PATCH AND REPAIR SIGN BAND CONSTRUCTION AS REQ'D
OEXIST.
BOLLARDS TO REMAIN. G.C. TO PREP TO RECEIVE NEW PAINTED FINISH, PT -02.
OEXIST.
BOLLARDS TO REMAIN. G.C. TO PREP TO RECEIVE NEW PAINTED FINISH, PT -03.
4O
G.C. TO PREP EXTERIOR TO RECEIVE NEW PAINT FINISH, PT -02.
OG.C.
TO PREP EXIST. BAND TO RECEIVE NEW PAINT FINISH PT -03.
OEXIST.
STOREFRONT DOORS AND GLAZING TO REMAIN. G.C. TO REPLACE/REPAIR HARDWARE AT DOORS AS
REQUIRED. CLEAN ALL GLAZING TO'LIKE NEW' CONDITION.
O7
EXIST. EXTERIOR TO REMAIN AS -IS.
OEXIST.
EXTERIOR TO REMAIN AS -IS.
ARCHITECT
10, design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezmdesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG, 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
CL w 0
NOTES W O
Z Z
� � Q
5 LLI 00
TYP.
T.O. PARAPET
44'-4"
I ! I I
J
i i I i
( I I
T.O. PILLAR
37'-0"
>TYP. ! j ! 4 TYP.
i
T.O. MASONRY
30'-8"
Lu
0
a
!
� I � REVISIONS
�— REV DATE DESCRIPTION COMMENTS
I
i � I
I I
i
I 5
8 ( TYP.
TYP. Eil8 TYP. SEAL
B.O. CANOPY
111111111111111 Jill 1111111111111111111111111111 18'-0"
D ❑
[.116 6 6
III I I I 11HR LH11 1111111111111111111111111111111111111111
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KLH
CHECKED BY: RK
6 6 6 PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. AN Rights ReserveC,
DRAWING NAME
T.O. FINISHED FLOOR $I EXTERIOR
0
'-0" ELEVATIONS
7 TMP 4 TMP 3 2 3 2 3 4 7
TYP. TYP.
DRAWING NO.
EXTERIOR ELEVATION A201
3
8
M
Q
O
Q
Lo
O
co
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tE
O
ol
7 I PLATFORM AND RAILINGS PLAN
SCALE: 1/8"=l' -O"
rr,rx 1 T I'Hh( I T V/-XK I T PARTY ' STORAGE WOMEN'S MEN'S FAMILY
ROOM ROOM ROOM PREP KITCHEN 108 RESTROOM RESTROOM RESTROOM
112 111 110 109 107 106 105
c�
t
N
T -
KEYED NOTES:
EXTENT OF RAILING TO BE FROM PLATFORM EDGE TO LOCATION SHOWN. COORDINATE
OWITH TRAMPOLINE ENGINEER FOR TERMINATION LOCATIONS AND REQUIREMENTS.
i EXTERIOR / EXPOSED EDGE TO RECEIVE CORER GUARD; JOHNSONITE '\/BG -XX -A-96'. (4'
OR 8' PIECES CORNER GUARD, 1-1/2" RETURNS, 1/8" THICK. TAPERED ENDS) COLOR 40:
BLACK. REFER TO SECTION 7/A203.
O SINGLE LINE REPRESENTS PLATFORM EDGE WITH NO RAILING. (REFER TO TRAMPOLINE
CONFIGURATION PLAN.)
1.8
OPLATFORM IS 35.6875" A.F.F.
2
O4 PLATFORM IS 61.6875" A.F.F.
5 RUBBER CORNER GUARD AT WALLS (VERTICAL), JOHNSONITE VBG -XX -B48, COLOR:
BLACK (40)
OPLATFORM SIDE WALL TO BE FINISHED IN PAINTED TYPE C GWB, REFER TO FINISH PLAN
2.4 ACCESS PANEL UNDER PLATFORM, REFER TO DETAIL 9/A2.2. COORDINATE FINAL
OILOCATIONS W/ ARCHITECT AFTER ERECTIONS OF PLATFORM.
O8 1-1/2" DA. GALVANIZED METAL GUARDED RAIL MOUNTED ON PLATFORM
GRAPHIC LEGEND
ELEVATED PLATFORM - 35.6875" A.F.F.
QELEVATED PLATFORM - 61.6875" A.F.F.
L.0 1 2'-0" HIGH ELEVATED PLATFORM ABOVE JUMPING MAT
3
%—(3.4
s
Q
N
e
z
M
O
M
3.7
4
5
NOTES & LEGEND
ARCHITECT
0 AM
0 design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www#waezwodesIgn.00m
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
Q
O J
LL
�o
Q
= O
W LL
z
ER Q
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T-
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0
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1 REV I DATE I DESCRIPTION/ COMMENTS 1
SEAL
ISSUED FOR: MIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER 2118015
Copyright (c) by Ph"ee Zero Design Corp. All Rights Reserved.
DRAWING NAME
PLATFORM AND
RAILINGS PLAN
DRAWING W.
A301
GENERAL NOTES:
1.
REFER TO STRUCTURAL ENGINEER'S PLANS FOR STRUCTURING OF PLATFORMS.
2.
CONTRACTOR TO COORDINATE WITH TRAMPOLINE MANUFACTURER / INSTALLER FOR
SEQUENCING OF PLATFORM CONSTRUCTION AND INSTALLATION OF TRAMPOLINE
STRUCTURE. TRAMPOLINE INSTALLER REQUIRES TRAMPOLINE STRUCTURE TO BE
INSTALLED FIRST, PRIOR TO PLATFORM INSTALLATION.
3.
TRAMPOLINE STRUCTURE IS DESIGNED AND PERMITTED BY OTHERS. IF AVAILABLE FOR
THIS DRAWING ISSUE, THE TRAMPOLINE DRAWINGS WILL BE INCLUDED FOR
COORDINATION PURPOSES ONLY AND ARE NOT A PART OF THE DESIGN TEAM'S WORK.
4.
THE TRAMPOLINE STRUCTURE AND THE PLATFORM STRUCTURE ARE FULLY SEPARATE
STRUCTURES AND DO NOT PRODUCE ANY LATERAL OR LIVE LOADS ON EACH OTHER.
F E D c B A.4 A.2 A
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL REQUIRED CODES,
24'-11" 43'-11"
SAFETY STANDARDS, ETC. IN THE DIMENSIONAL TOLERANCES WITH THE TRAMPOLINE TO
43'-11" 43'-11" 45'-0" '"
5-6
FLOOR REQUIRED ADHERENCES. DIMENSIONS SHOWN ON THIS PLAN ARE FOR DESIGN
INTENT, PRICING, AND COORDINATION PURPOSES ONLY.
i
6.
ALL BUILDING CODE REQUIREMENTS FOR RAILINGS AND / OR GUARDRAILS SHALL BE
10'434"
STRICTLY FOLLOWED BY THE CONTRACTOR AND RAILING / PLATFORM FABRICATOR.
w.
1
RAILINGS SHALL MEET OR EXCEED MINIMUM STANDARDS FOR HORIZONTAL LOADS,
DIMENSIONAL REQUIREMENTS, ETC. ALL RAILINGS SHALL BE SMOOTH AND FREE OF
— —
SHARP EDGES, BURRS, ETC.
1
177
7.
CONTRACTOR SHALL CONFIRM CLEARANCE ABOVE LOW PLATFORM FROM ALL LIGHT
FIXTURES, DUCTWORK, AND ANYTHING ABOVE HEAD TO BE AT A MINIMUM OF 17'-0"
c�
I
ABOVE SLAB WITH ELEVATED PLATFORM, "
WITH SLAB DEPRESSION 14'- CLEARANCE
NCE
Z
4
�.5' -
ABOVE SLAB IS REQUIRED.MINIMUM CLEARANCE TO MEET ASTM 2970
1
21
20'-3"
14+-4h'
8.
CONTRACTOR H
C ORS SHALL CONFIRM CLEARANCE ABOVE HIGH PLATFORM F
FROM ALL LIGHT
"
FIXTURES, D "
U DUCTWORK AND ANYTHING ABOVE HEAD T OBE AT A MINIMUM OF 23 -0
s
r
1-10Y2"
N
N
"N
"�
r "
ABOVE SLAB WITH ELEVATED PLATFORM, WITH SLAB DEPRESSION 18 -2 CLEARANCE
21_0"
\
\
ABOVE SLAB IS REQUIRED. MINIMUM CLEARANCE TO MEET ASTM 2970.
co
N
N
N
O
I
16'-1�2"
N
N
N
9.
ALL RAILING START AND STOP POINTS MEETING TRAMPOLINE / COURTS SHALL BE
I
6'-3"
Z 4 1
T-
COORDINATED WITH THE TRAMPOLINE ENGINEERS FOR APPROPRIATE ADJACENCY FOR
T
CODE REQUIREMENTS INCLUDING BUT NOT LIMITED TO NO GAP GREATER THAN 4".
4
5'-0"
(,
3'-9" 8'-3" 3'-9"
8'-0" 8'-3" "
46'-94"
N'
TRAMPOLINE ENGINEER TO COORDINATE ALL PADDLING REQUIREMENTS.
s
"
10.
REFER TO DETAILS BELOW FOR ADDITIONAL STAIR AND RAILING INFORMATION.
A302
M
.-t
4'
.
.
.,
.,
_N
--
— —
11.
RUBBER NOSE GUARDS WITH CARPET
RISERS AND TREADS AT ALL STAIRS.
ch
iN`
V
7 I PLATFORM AND RAILINGS PLAN
SCALE: 1/8"=l' -O"
rr,rx 1 T I'Hh( I T V/-XK I T PARTY ' STORAGE WOMEN'S MEN'S FAMILY
ROOM ROOM ROOM PREP KITCHEN 108 RESTROOM RESTROOM RESTROOM
112 111 110 109 107 106 105
c�
t
N
T -
KEYED NOTES:
EXTENT OF RAILING TO BE FROM PLATFORM EDGE TO LOCATION SHOWN. COORDINATE
OWITH TRAMPOLINE ENGINEER FOR TERMINATION LOCATIONS AND REQUIREMENTS.
i EXTERIOR / EXPOSED EDGE TO RECEIVE CORER GUARD; JOHNSONITE '\/BG -XX -A-96'. (4'
OR 8' PIECES CORNER GUARD, 1-1/2" RETURNS, 1/8" THICK. TAPERED ENDS) COLOR 40:
BLACK. REFER TO SECTION 7/A203.
O SINGLE LINE REPRESENTS PLATFORM EDGE WITH NO RAILING. (REFER TO TRAMPOLINE
CONFIGURATION PLAN.)
1.8
OPLATFORM IS 35.6875" A.F.F.
2
O4 PLATFORM IS 61.6875" A.F.F.
5 RUBBER CORNER GUARD AT WALLS (VERTICAL), JOHNSONITE VBG -XX -B48, COLOR:
BLACK (40)
OPLATFORM SIDE WALL TO BE FINISHED IN PAINTED TYPE C GWB, REFER TO FINISH PLAN
2.4 ACCESS PANEL UNDER PLATFORM, REFER TO DETAIL 9/A2.2. COORDINATE FINAL
OILOCATIONS W/ ARCHITECT AFTER ERECTIONS OF PLATFORM.
O8 1-1/2" DA. GALVANIZED METAL GUARDED RAIL MOUNTED ON PLATFORM
GRAPHIC LEGEND
ELEVATED PLATFORM - 35.6875" A.F.F.
QELEVATED PLATFORM - 61.6875" A.F.F.
L.0 1 2'-0" HIGH ELEVATED PLATFORM ABOVE JUMPING MAT
3
%—(3.4
s
Q
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3.7
4
5
NOTES & LEGEND
ARCHITECT
0 AM
0 design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www#waezwodesIgn.00m
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
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1 REV I DATE I DESCRIPTION/ COMMENTS 1
SEAL
ISSUED FOR: MIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER 2118015
Copyright (c) by Ph"ee Zero Design Corp. All Rights Reserved.
DRAWING NAME
PLATFORM AND
RAILINGS PLAN
DRAWING W.
A301
ARCHITECT
GENERAL NOTES: 1. ALL HAND RAILS TO BE A MINIMUM OF 34"A.F.F. AND MAXIMUM OF 38"A.F.F. 00 design
2. ALL GUARD RAILS TO BE 42" A.F.F. 35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
3. HANDRAILS TO BE CONTINUOUS, TYP. PHONE: (781)452-7121
FAX: (781) 875-3039
4. HANDRAILS TO EXTEND 12" BEYOND BOTTOM TREAD/RISER, TYP. www.phasezmdesign.com
RECESSED METAL PULL HARDWARE, CLIENT
FINISH: BRUSHED NICHEL / STAINLESS STEEL 1-1/2" GALVANIZED METAL 4" MIN. 5. RUBBER NOSE GUARDS WITH CARPET RISERS AND TREADS AT ALL STAIRS. JUMP
2018 LLC
RUBBER CORNER GUARD TUBE POST 10108 EVERGREEN LANE DRIVE
STAINLESS STEEL PIANO HINGE 1-1/2" GALVANIZED METAL PHTAMPA, F 33647
ONE: (813)) 838-8896
TUBE BOTTOM RAIL
MTL STUD BEYOND
T.O. PLATFORM /� 4 x 4 x 3/8" BASE PLATE KEYED NOTES:
4" MIN. ELECTRICAL ENGINEER
Z-11 5/8" W/ 4 LAG SCREWS EXTENT OF RAILING TO BE FROM PLATFORM EDGE TO LOCATION SHOWN.
O1"NON-COMBUSTIBLE COORDINATE WITH TRAMPOLINE ENGINEER FOR TERMINATION LOCATIONS AND
DECKING REQUIREMENTS.
SINGLE LINE REPRESENTS PLATFORM EDGE WITH NO RAILING. (REFER TO
BLACK RUBBER CORNER GUARD �O Z TRAMPOLINE CONFIGURATION PLAN.)
1-1/2" X 1-112" �' o
\ JOHNSONITE 'VBG -XX -A-96'
' I 3
14 GA. ANGLE PLATFORM IS 35.6875" A.F.F.
\
I ( \ \ 2X BLOCKING �4
\ 0 4 5 0 5 4O PLATFORM IS 61.6875" A.F.F.
\ in ch PLATFORM M DON PENN CONSULTING ENGINEER
I\ @ 35.6875" A.F.F 1301 SOLANA BLVD.
O1-1/2" DIA. GALVANIZED METAL HANDRAIL, SMOOTH FINISH BLDG. 1 I SUITE 1420
I5/8" TYPE 'C' GWB PAINTED, 6 6 \ O ESTLAK , T I F 817.251.8411 CI / REFER TO FINISH PLAN PLATFORM
FLORIDA ENGINEER NO. 0051096 (MECH)
@ 61.6875" A.F.F 12 6 i 1-1/2" DIA., GALVANIZED METAL TOP RAILING & POST, TYPICAL, SMOOTH FINISH
j @ 9 8 MECHANICAL 8 PLUMBING ENGINEER
I I / PLATFORM JOISTS & STUDS,
REFER TO STRUCT. DRAWINGS O PAINTED STEEL STRINGERS STAIR EDGES & CENTER OF WIDTH.
Lu IDSTUDIoa
I
v- �
11 r _ 11 I 1431 GREENWAY DRIVE
NlIx
IRVING, TX 75038
'7 a_i W O STAIR TREADS: PLYWOOD COVERED IN CARPET CT -02, BLACK RUBBER NOSING PHONE: (972) 870-1288
N j2 9 8 m
Lu 7 PLATFORM STRUCTURAL ENGINEER
@ 35.6875" A.F.F. OZABIK STAIR RISERS: PLYWOOD COVERED IN CARPET CT -02
TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
2'-6- WIDE, 3/4" PLYWOOD PAINT GRADE ACCESS DOOR,1'-O" 4'_7" 1'-O" 1024 N FULLERS CROSS ROAD
PAINTED, REFER TO FINISH PLAN FOR COLOR 21-9" 5 EQ. TREADS @ 11" EA. 10 SECURE STEEL STRINGERS TO CONCRETE FLOOR. WINTER GARDEN, FL 34787
DOOR STOP / JAMB ON INTERIOR WALL BASE AS SCHEDULED 3 EQ. TREADS @ 11" EA. PHONE: (407) 864-8120
5/8" GWB PAINTED, ii 1-1/2" DIA., GALVANIZED METAL BOTTOM RAIL, SMOOTH FINISH
REFER TO FINISH PLAN FOR COLOR
WALL BASE B-01
12" DIA., METAL BALLUSTERS 4" O.C. MAX; GALVANIZED METAL, SMOOTH FINISH
DETAIL @ PLATFORM ACCESS PANEL GUARDRAIL MOUNTING DETAIL ELEVATION/SECTION @ STAIR ELEVATION/13SECTION @ STAIR RAMP AND STAIR FLOORING -CT -02
8 1-1/2"=1'-0" 7 3!4"=1'-0" 6 3/4"=1'-0"
<8>
4 RUBBER CORNER GUARDS; 3/4"X 3/4" AT WALLS (VERTICAL) AND 1-1/2"X 1-1/2"
AT EDGE OF PLATFORM (HORIZONTAL).
GRAPHIC LEGEND
F-7 I ELEVATED PLATFORM - 35.6875" A.F.F.
ELEVATED PLATFORM - 61.6875" A.F.F.
2'-0" HIGH ELEVATED PLATFORM ABOVE JUMPING MAT
8 19-0" 3 E.Q. TREADS
A302 s @ 11- EACH O O NOTES & LEGEND
s s 6 O
13J
7Z5
3
5
13
1
0 LL
5 =7
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A302 6 A302 14
5 5 5 =
W s A 02 A302
m U 7 13 CIUJI
0
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xl
10 o
5 w d d11IN "Z1111w
`ID Cl
ui
O 4
3 s
A30U P A302 U P
2 U P
4
7 10 7 10 7 10
6 \` 8'-11" CLEAR 6'-1034" 6'-1034"
10'-0" 15'-0" 4
ce)
6 ENLARGED PLAN @ STAIRS TO UPPER PLATFORM 5 ENLARGED PLAN @ STAIRS ENTRANCE 4 ENLARGED PLAN @ STAIRS ENTRANCE
1 /2"=1'-0" 1 /2"=1'-0" 1 /2"=1'-0"
eQ
6Wu—
= O
41'-0"
5
z z
59-0"
Q
�
5'-0"
0
41 10
W o
SEAL
.
ENLARGED PLAN @ STAIRS ENTRANCE,
3
O
6
A302
7 10
4'-21/2" CLEAR
5'-0"
1-0 3 E.Q. TREADS
"
6Wu—
= O
41'-0"
z z
59-0"
Q
�
5'-0"
0
41 10
W o
SEAL
.
ENLARGED PLAN @ STAIRS ENTRANCE,
3
O
a
1-0 3 E.Q. TREADS
"
U
W
0
a
REVISIONS
REV DATE DESCRIPTION COMMENTS
I A302
I
5 5
Q U P UP
41'-0"
59-0"
18'-0" 5'-0" 18'-0"
5'-0"
41 10
SEAL
.
ENLARGED PLAN @ STAIRS ENTRANCE,
3
6 s
1-0 3 E.Q. TREADS
"
@ 11" EACH
6
O
I A302
I
5 5
Q U P UP
w
ISSUED FOR: PERMIT - BID
� J
O
LO O 13 13 13
I
7
A30
ISSUED DATE: 04.04.2018
DRAWN BY: KLH
I T
' 6 5
5
J
CHECKED BY: RK
U 7
iO
NUMBER: 2118015
rPROJECT
13
L----------
�. 10 '\
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
j
i 8
5
1'-0" 1'_oa A3o2
PLATFORM
14
STAIR AND RAMP
DETAILS
DRAWING NO.
A302
2
ENLARGED PLAN @RAMP ENTRANCE -PLATFORM,�
ENLARGED PLAN @STAIRS TO UPPER PLATFORM
1/2"=1'-0"
E
141 PLATFORM ELEVATION
3/8"=1'-0"
O
10'-0" 1V-33/4" 1 _ 10'-42" I.
14
6 i ,—< 12
5
14'-10"
GENERAL NOTES:
1. ALL HAND RAILS TO BE A MINIMUM OF 34" A.F.F. AND MAXIMUM OF 38" A.F.F.
2. ALL GUARD RAILS TO BE 42" A.F.F.
3. HANDRAILS TO BE CONTINUOUS, TYP.
4. HANDRAILS TO EXTEND 12" BEYOND BOTTOM TREAD/RISER, TYP.
5. RUBBER NOSE GUARDS WITH CARPET RISERS AND TREADS AT ALL STAIRS.
KEYED NOTES:
OF RAILING TO BE FROM PLATFORM EDGE TO LOCATION SHOWN.
OEXTENT
COORDINATE WITH TRAMPOLINE ENGINEER FOR TERMINATION LOCATIONS AND
21-9"
REQUIREMENTS.
LINE REPRESENTS PLATFORM EDGE WITH NO RAILING. (REFER TO
OSINGLE
TRAMPOLINE CONFIGURATION PLAN.)
OPLATFORM
IS 35.6875" A.F.F.
OPLATFORM
IS 61.6875" A.F.F.
O1-1/2"
DIA. GALVANIZED METAL HANDRAIL, SMOOTH FINISH
O1-1/2"
DIA., GALVANIZED METAL TOP RAILING & POST, TYPICAL, SMOOTH FINISH
O7
PAINTED STEEL STRINGERS STAIR EDGES & CENTER OF WIDTH.
OS
STAIR TREADS: PLYWOOD COVERED IN CARPET CT -02, BLACK RUBBER NOSING
OSTAIR
RISERS: PLYWOOD COVERED IN CARPET CT -02
0
<8>
SECURE STEEL STRINGERS TO CONCRETE FLOOR.
1
<8>
1-1/2" DIA., GALVANIZED METAL BOTTOM RAIL, SMOOTH FINISH
12
j" DIA., METAL BALLUSTERS 4" O.C. MAX; GALVANIZED METAL, SMOOTH FINISH
13
RAMP AND STAIR FLOORING - CT -02
4
RUBBER CORNER GUARDS; 3/4"X 3/4" AT WALLS (VERTICAL) AND 1-1/2"X 1-1/2" AT
8>
EDGE OF PLATFORM (HORIZONTAL).
5
<8>
EXISTING STEEL COLUMN TO BE PAINTED PT -02.
16
ACCESS PANEL UNDER PLATFORM. REFER TO DETAIL 9/A3.2. COORDINATE FINAL
LOCATION WITH ARCHITECT AFTER ERECTION OF THE PLATFORM.
131 PLATFORM ELEVATIONI ( NOTES I
3/8"=1'-0"
O
14
121 PLATFORM ELEVATION - RAMP
3/8"=1'-0"
m
c�
G
6 i r--<1 2> f--< 1 1 r--< 5
441-2"
N
151-011
�14 g PT -05 5
8-01 TYP
20'-158"
21-9"
i IPLATFORM ELEVATION
3/8"=1'-0"
5
18'-0"
1'-0"
PT -05 14 \ \/ PT -05
C
B-01 TYP. B-01 TYP.
ll' -2y2-
6
21 -9w
5'-0"
41'-0"
0
B-01
SLOPE
11.12
18'-O" PT -04
30'-5%8"
i[l
_
En
O
ARCHITECT
04, design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.owez odesign.=n
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUDIO4
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
L)
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REVISIONS
REn DATE I DESCRIPTION / COMMENTS
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KLH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
PLATFORM
ELEVATIONS
DRAWING NO
A303
GENERAL NOTES:
1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS
THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION MANAGER.
2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OF
OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN.
3. ALL DIMENSIONS ON PLANS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED.
4. FIRE EXTINGUISHER: 10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED ON WALL WITH
MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E) OR APPROVED EQUAL WITH
INSPECTION TAG AS REQUIRED BY LOCAL CODES.
5. ALL WORK SHALL BE IN COMPLIANCE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES
AND STANDARDS.
6. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND
FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY.
7. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN OF LIFE
SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND
LOCAL BUILDING DEPARTMENT.
8. THE G.C. SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR THE STATE OF OH AND THE
AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE THAT THIS SPACE WILL BE ACCESSIBLE ACCORDING TO
THE STRICTER REQUIREMENTS OF THE APPLICABLE STANDARDS.
9. PATCH AND REPAIR ALL WALLS AND FLOORS AS NEEDED TO RECEIVE NEW FINISHES.
NOTES
SYSTEMS SCHIENE
ALUMINUM TRIM
EDGE, TYP.
5 ROWS, 12"X24"1—
TILE
2"X24";TILE W-01
W
J
N
J
C�
M
SCHLUTER-
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24",
TILE W-01
i
F9 F9
SII
19 MEN'S RESTROOM ELEVATION18 I MEN'S RESTROOM ELEVATION
SCALE: 1/2"=1'-0" 1 SCALE: 1/2"=1'-0"
J
U
0
'cM
171 MEN'S RESTROOM ELEVATION
SCALE: 1/2"=1'-0"
FULL HEIGHT
12"X24" TILE
W-01
SYSTEMS pT-01
SCHIENE
ALUMINUM
TRIM EDGE,
TYP. G G
5 ROWS,
12"X24", TILE
W-01
C
FULL HEIGHT
12"X24" TILE
W-01
15 ( WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=V-0"
SYSTEMS SCHIENE
ALUMINUM TRIM
EDGE, TYP.
5 ROWS, 12"X24
TILE W-01
C
J
LO
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24",
TILE W-01
3 WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=1'-0"
u
3r -4e
D2
3'-6" _ 1'-0„ D 1
A
J
U
Q
� M
7"-9" CL
W
FLOOR MOUNTED TOILET
H
LAVATORY - 21"X 18" LUCERNE WALL MOUNTED VITREOUS CHINA SINK WITH
INTEGRAL BACKSPLASH BY AMERICAN STANDARD, MODEL. NO. 0356.028. COLOR.
FRAME
WHITE. PROVIDE SUPPLIES WITH STOP VALVES, P -TRAP, TAILPIECE AND
H
ESCUTCHEONS (ALL CHROMED) AND SYMMONS SYMMETRIX' SINGLE LEVER
OTOILET
PAPER DISPENSER - CLASSIC SERIES SURFACE MTD. MULTI ROLL DISPENSER
et
CHROME FAUCET MODEL S -20 -2 -G -FR -W WITH GRID STRAINER. PROVIDE J.R. SMITH
FIG. 700 MATCHING FLOOR MOUNTED FIXTURE
19 MEN'S RESTROOM ELEVATION18 I MEN'S RESTROOM ELEVATION
SCALE: 1/2"=1'-0" 1 SCALE: 1/2"=1'-0"
J
U
0
'cM
171 MEN'S RESTROOM ELEVATION
SCALE: 1/2"=1'-0"
FULL HEIGHT
12"X24" TILE
W-01
SYSTEMS pT-01
SCHIENE
ALUMINUM
TRIM EDGE,
TYP. G G
5 ROWS,
12"X24", TILE
W-01
C
FULL HEIGHT
12"X24" TILE
W-01
15 ( WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=V-0"
SYSTEMS SCHIENE
ALUMINUM TRIM
EDGE, TYP.
5 ROWS, 12"X24
TILE W-01
C
J
LO
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24",
TILE W-01
3 WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=1'-0"
u
3r -4e
D2
3'-6" _ 1'-0„ D 1
A
J
U
Q
� M
7"-9" CL
61 MEN'S RESTROOM ELEVATION
SCALE: 1/2"=l' -O"
3'-4"
SCHLUTER
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24',
TILE W-01
SCHLUTER
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24"
JD3 TILE w-01
D2 01 B
D 1 1'-0" L. T-6"
lk
A w -o1 W
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U � �
a
r
4 WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=l' -O'
SCHLUTER DOOR PT -02
SYSTEMS FRAME
SCHIENE
ALUMINUM
TRIM EDGE, /
TYP. /
5 ROWS,
12"X24", /
TILE W-01 /
/
/
G
I o
\ J
I T
\ '
N
\
2 WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=V-0"
RESTROOM ACCESSORIES
PDOOR
T-02
FLOOR MOUNTED TOILET
H
LAVATORY - 21"X 18" LUCERNE WALL MOUNTED VITREOUS CHINA SINK WITH
INTEGRAL BACKSPLASH BY AMERICAN STANDARD, MODEL. NO. 0356.028. COLOR.
FRAME
WHITE. PROVIDE SUPPLIES WITH STOP VALVES, P -TRAP, TAILPIECE AND
G
ESCUTCHEONS (ALL CHROMED) AND SYMMONS SYMMETRIX' SINGLE LEVER
OTOILET
PAPER DISPENSER - CLASSIC SERIES SURFACE MTD. MULTI ROLL DISPENSER
CHROME FAUCET MODEL S -20 -2 -G -FR -W WITH GRID STRAINER. PROVIDE J.R. SMITH
FIG. 700 MATCHING FLOOR MOUNTED FIXTURE
BOBRICK, MODEL. B-2888, SATIN FINISH. MTD. MIN.24" A.F.F. TO CENTERLINE OF ROLL.
SUPPORT. INSULATE EXPOSED
I \
WATER AND WASTE WITH TRUEBRO HANDI LAV -GUARD INSULATION KIT MODEL
#102W OFFSET TRAP AND DRAIN, MAINTAIN UNOBSTRUCTED KNEE CLEARANCES.
OTOILET
PARTITIONS -BRADLEY, FLOOR MOUNTED WITH OVERHEAD BRACE. POWDER
COATED, COLOR: WARM GRAY. STAINLESS STEEL CONCEALED, SIDE LATCH AND
O
HAND DRYER - BOBRICK B-7128; QUICK DRY TRIM DRY SURFACE MOUNTED ADA DRYER;
KEEPER. STAINLESS STEEL STIRRUP BRACKETS
STAINLESS STEEL COVER
D1
8
36" LONG GRAB BAR -1 41" 0 STAINLESS STEEL TUBING, PEENED FINISH BY BOBRICK,
OK
COAT HOOK - BOBRICK #B-6717, MTD. @ 4'-0" A.F.F. TO TOP
MODELB-5806.99 X 36, SATIN FINISH. MTD. 33" - 36" A.F.F.
D2
42" LONG GRAB BAR - 1 41" 0 STAINLESS STEEL TUBING, PEENED FINISH BY BOBRICK,
O
ELECTRIC WATER COOLER HI/LO, REFER TO PLUMBING DRAWINGS
MODEL B-5806.99 X 42, SATIN FINISH. MTD. 33"- 36" A.F.F.
H
i \
D3
18"LONG GRAB BAR -VERTICAL -MTD. @ 2'-9 1/2" A.F.F. (V.I.F.) TO TOP
O
BABY CHANGING STATION: KOALA -CARE MODEL #KBZOO, COLOR: WHITE GRANITE
MF
MFG. BY BOBRICK #B-5806.99 X 36
OE
WALL MOUNTED URINAL
NOTES:
DISPENSER - HEAVY-DUTY SURFACE MTD.STAINLESS STEEL DISEPNSER BY
/
OSOAP
F
e
1. PROVIDE FIRE RETARDANT TREATED (F.R.T.) WOOD BLOCKING IN WALLS AS REQUIRED
/
FOR INSTALLATION OF TOILET ROOM ACCESSORIES AND FIXTURES.
OFIXED
MIRROR - 24"W X 36"H STAINLESS STEEL CHANNEL -FRAME MIRROR BY
N
BOBRICK, MODEL.B-165-2436. BOTTOM EDGE OF REFLECTING SURFACE MTD. MAX.
(V
..
/
i
i
61 MEN'S RESTROOM ELEVATION
SCALE: 1/2"=l' -O"
3'-4"
SCHLUTER
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24',
TILE W-01
SCHLUTER
SYSTEMS
SCHIENE
ALUMINUM
TRIM EDGE,
TYP.
5 ROWS,
12"X24"
JD3 TILE w-01
D2 01 B
D 1 1'-0" L. T-6"
lk
A w -o1 W
U)
U � �
a
r
4 WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=l' -O'
SCHLUTER DOOR PT -02
SYSTEMS FRAME
SCHIENE
ALUMINUM
TRIM EDGE, /
TYP. /
5 ROWS,
12"X24", /
TILE W-01 /
/
/
G
I o
\ J
I T
\ '
N
\
2 WOMEN'S RESTROOM ELEVATION
SCALE: 1/2"=V-0"
RESTROOM ACCESSORIES
FLOOR MOUNTED TOILET
H
LAVATORY - 21"X 18" LUCERNE WALL MOUNTED VITREOUS CHINA SINK WITH
INTEGRAL BACKSPLASH BY AMERICAN STANDARD, MODEL. NO. 0356.028. COLOR.
WHITE. PROVIDE SUPPLIES WITH STOP VALVES, P -TRAP, TAILPIECE AND
ESCUTCHEONS (ALL CHROMED) AND SYMMONS SYMMETRIX' SINGLE LEVER
OTOILET
PAPER DISPENSER - CLASSIC SERIES SURFACE MTD. MULTI ROLL DISPENSER
CHROME FAUCET MODEL S -20 -2 -G -FR -W WITH GRID STRAINER. PROVIDE J.R. SMITH
FIG. 700 MATCHING FLOOR MOUNTED FIXTURE
BOBRICK, MODEL. B-2888, SATIN FINISH. MTD. MIN.24" A.F.F. TO CENTERLINE OF ROLL.
SUPPORT. INSULATE EXPOSED
WATER AND WASTE WITH TRUEBRO HANDI LAV -GUARD INSULATION KIT MODEL
#102W OFFSET TRAP AND DRAIN, MAINTAIN UNOBSTRUCTED KNEE CLEARANCES.
OTOILET
PARTITIONS -BRADLEY, FLOOR MOUNTED WITH OVERHEAD BRACE. POWDER
COATED, COLOR: WARM GRAY. STAINLESS STEEL CONCEALED, SIDE LATCH AND
O
HAND DRYER - BOBRICK B-7128; QUICK DRY TRIM DRY SURFACE MOUNTED ADA DRYER;
KEEPER. STAINLESS STEEL STIRRUP BRACKETS
STAINLESS STEEL COVER
D1
8
36" LONG GRAB BAR -1 41" 0 STAINLESS STEEL TUBING, PEENED FINISH BY BOBRICK,
OK
COAT HOOK - BOBRICK #B-6717, MTD. @ 4'-0" A.F.F. TO TOP
MODELB-5806.99 X 36, SATIN FINISH. MTD. 33" - 36" A.F.F.
D2
42" LONG GRAB BAR - 1 41" 0 STAINLESS STEEL TUBING, PEENED FINISH BY BOBRICK,
O
ELECTRIC WATER COOLER HI/LO, REFER TO PLUMBING DRAWINGS
MODEL B-5806.99 X 42, SATIN FINISH. MTD. 33"- 36" A.F.F.
D3
18"LONG GRAB BAR -VERTICAL -MTD. @ 2'-9 1/2" A.F.F. (V.I.F.) TO TOP
O
BABY CHANGING STATION: KOALA -CARE MODEL #KBZOO, COLOR: WHITE GRANITE
MF
MFG. BY BOBRICK #B-5806.99 X 36
OE
WALL MOUNTED URINAL
NOTES:
DISPENSER - HEAVY-DUTY SURFACE MTD.STAINLESS STEEL DISEPNSER BY
OSOAP
F
BOBRICK, MODEL 818615 CONTURA SERIES, SATIN FINISH.
1. PROVIDE FIRE RETARDANT TREATED (F.R.T.) WOOD BLOCKING IN WALLS AS REQUIRED
FOR INSTALLATION OF TOILET ROOM ACCESSORIES AND FIXTURES.
OFIXED
MIRROR - 24"W X 36"H STAINLESS STEEL CHANNEL -FRAME MIRROR BY
BOBRICK, MODEL.B-165-2436. BOTTOM EDGE OF REFLECTING SURFACE MTD. MAX.
40" A.F.F.
N
C7:
RESTROOM ACCESSORIES SCHEDULE
7 ENLARGED PLAN: MULTI STALL RESTROOMS
ARCHITECT
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.�.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUDI04
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: AJ
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phew Zero Deslgn Corp. AH RW to Reserved.
DRAWING NAME
RESTROOM
DETAILS -
MULTI STALL
DRAWING NO.
A401
O
3
CV
O
4
O
Q
LO
CD
r
c
m
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3
0
a
FULL HEIGHT -
12"X24" TILE W-01
15 I FAMILY RESTROOM ELEVATION I
SCALE: 1/2"=V-0"
SYSTEMS (FRAME pT-02
SCHIENE ONLY)
ALUMINUM
TRIM EDGE,
TYP. /
5 ROWS, /
12"X24", /
TILE W-01 /
K /
/
W
GENERAL NOTES:
1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS
THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION MANAGER.
a
2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY OWNER OF
J
OTHERS, WITH THE MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN.
3. ALL DIMENSIONS ON PLANS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED.
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4. FIRE EXTINGUISHER: 10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED ON WALL WITH
MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. (COSMIC 10E) OR APPROVED EQUAL WITH
to
INSPECTION TAG AS REQUIRED BY LOCAL CODES.
5. ALL WORK SHALL BE IN COMPLIANCE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES
AND STANDARDS.
O�
6. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND
J
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FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY.
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7. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN OF
�
LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE OWNER AND
o
LOCAL BUILDING DEPARTMENT.
W
8. THE G.C. SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR THE STATE OF OH AND THE
U
AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE THAT THIS SPACE WILL BE ACCESSIBLE ACCORDING TO
o
THE STRICTER REQUIREMENTS OF THE APPLICABLE STANDARDS.
M
9. PATCH AND REPAIR ALL WALLS AND FLOORS AS NEEDED TO RECEIVE NEW FINISHES.
W
o
NOTES
15 I FAMILY RESTROOM ELEVATION I
SCALE: 1/2"=V-0"
SYSTEMS (FRAME pT-02
SCHIENE ONLY)
ALUMINUM
TRIM EDGE,
TYP. /
5 ROWS, /
12"X24", /
TILE W-01 /
K /
/
W
OC
a
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to
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FOUNTAIN
TLE FILLING
N. REFER TO
ING DRAWINGS
RESTROOM ACCESSORIES
OFLOOR MOUNTED TOILET
OTOILET PAPER DISPENSER - CLASSIC SERIES SURFACE MTD. MULTI ROLL DISPENSER BOBRICK,
MODEL. B-2888, SATIN FINISH. MTD. MIN.24" A.F.F. TO CENTERLINE OF ROLL.
OTOILET PARTITIONS - BRADLEY, FLOOR MOUNTED WITH OVERHEAD BRACE. POWDER COATED,
COLOR: WARM GRAY. STAINLESS STEEL CONCEALED, SIDE LATCH AND KEEPER. STAINLESS STEEL
STIRRUP BRACKETS
D1 36" LONG GRAB BAR -1 41" 0 STAINLESS STEEL TUBING, PEENED FINISH BY BOBRICK,
MODELB-5806.99 X 36, SATIN FINISH. MTD. 33" - 36" A.F.F.
D2 42" LONG GRAB BAR -1 41" 0 STAINLESS STEEL TUBING, PEENED FINISH BY BOBRICK,
MODEL B-5806.99 X 42, SATIN FINISH. MTD. 33" - 36" A.F.F.
D3 18" LONG GRAB BAR - VERTICAL - MTD. @ 2'-9 1/2" A.F.F. (V.I.F.) TO TOP
MFG. BY BOBRICK #B-5806.99 X 36
OWALL MOUNTED URINAL
SOAP DISPENSER - HEAVY-DUTY SURFACE MTD.STAINLESS STEEL DISEPNSER BY BOBRICK,
F MODEL 818615 CONTURA SERIES, SATIN FINISH.
OFIXED MIRROR - 24" W X 36" H STAINLESS STEEL CHANNEL -FRAME MIRROR BY BOBRICK,
MODEL.B-165-2436. BOTTOM EDGE OF REFLECTING SURFACE MTD. MAX. 40" A.F.F.
OLAVATORY - 21"X 18" LUCERNE WALL MOUNTED VITREOUS CHINA SINK WITH INTEGRAL
BACKSPLASH BY AMERICAN STANDARD, MODEL
NO. 0356.028. COLOR. WHITE. PROVIDE SUPPLIES WITH STOP VALVES, P -TRAP, TAILPIECE AND
ESCUTCHEONS (ALL CHROMED) AND SYMMONS SYMMETRIX' SINGLE LEVER CHROME FAUCET
MODEL S -20 -2 -G -FR -W WITH GRID STRAINER. PROVIDE J.R. SMITH FIG. 700 MATCHING FLOOR
MOUNTED FIXTURE SUPPORT. INSULATE EXPOSED WATER AND WASTE WITH TRUEBRO
HANDI LAV -GUARD INSUALTION KIT MODEL #102W OFFSET TRAP AND DRAIN, MAINTAIN
UNOBSTRUCTED KNEE CLEARANCES.
OHAND DRYER - BOBRICK B-7128; QUICK DRY TRIM DRY SURFACE MOUNTED ADA DRYER;
STAINLESS STEEL COVER
OK COAT HOOK - BOBRICK #B-6717, MTD. @ 4'-0" A.F.F. TO TOP
UL ELECTRIC WATER COOLER HI/LO, REFER TO PLUMBING DRAWINGS
QBABY CHANGING STATION: KOALA -CARE MODEL #KBZOO, COLOR: WHITE GRANITE
NOTES:
1. PROVIDE FIRE RETARDANT TREATED (F.R.T.) WOOD BLOCKING IN WALLS AS REQUIRED
FOR INSTALLATION OF TOILET ROOM ACCESSORIES AND FIXTURES.
161 INTERIOR ELEVATION - WATER FOUNTAINI I SCHEDULES I
SCALE: 3/4"=1'-0"
141 FAMILY RESTROOM ELEVATION I
SCALE: 1/2"=1'-0"
SCH
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SCH
ALUI
TRIM
TYP.
5 RC
12"X
TILE
cn
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13 1 FAMILY RESTROOM ELEVATION I
SCALE: 1/2"=V-0"
21 FAMILY RESTROOM ELEVATION
SCALE: 1/2"=1'-0"
LUTER
TEMS
IENE
MINUM
A EDGE,
)WS,
24",
W-01
1
r
ENLARGED PLAN: FAMILY RESTROOMS
SCALE: 1/2"=l' -O"
ARCHITECT
0 AML
0
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
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1 REV I DATE I DESCRIPTION/ COMMENTS 1
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: AJ
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. AN Rights Reserved.
DRAWING NAME
RESTROOM
DETAILS
- FAMILY
DRAWING NO.
A402
MATCH PLAN
6
A501
/_l
FOR- 1
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FOR- 2
04
INTERIOR MATERIAL & FINISHES
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FINISH: SATIN BRUSHED
ARCHITECT
CID) design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesignmom
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
/ FAQ
1'-6" TYP. FOR- 2 DON PENN CONSULTING ENGINEER
FILLER, TYP. t:::� FOR- 31301 SOLANA BLVD.
3'-0" FINISHED BLDG. 1 I SUITE 1420
END PANEL WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
NOTES:
IDSTUD104
MILLWORK HARDWARE TO BE BAR STYLE PULLS. BRUSHED SATIN. 1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
11 REAR CABINETS ELEVATION SCHEDULE
STRUCTURAL ENGINEER
SCALE: 1/2"=1'-0"
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
MATCH PLAN
3 4 2
MATCH PLAN A501 A501 A501
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1
41 24 5 3
A501A501 A501 A501
— — — G.C. TO COORDINATE 2'-10" HIGH COUNTER
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A501 I I A501 3
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GROMMET LOCATIONS
WAIVER & FRONT DESK ELEVATION WAIVER & FRONT DESK ELEVATION WITH OWNER PRIOR TO 1
8 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" INSTALLATION. GROMMETS
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N FACE N FACE jam: FACE N FACE �: FACE FACE
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ISSUED DATE: 04.04.2018
j FIXED BASE 3'-6"
3 DRAWN BY: SV
FOR -
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M! M ! M Copyright (c) by Phase Zero Design Corp. AO Rights Reserved.
— — — —DRAWING NAME
1'-73/4" V-41/2.
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DETAILS -
4'-0" 4'-73/4" FRONT DESK/
CONCESSIONS
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INTERIOR MATERIAL & FINISHES
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design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.wn
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
NOTES:
MILLWORK HARDWARE TO BE BAR STYLE PULLS. BRUSHED SATIN.
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
FOR- 3 2" CUSHION
2"CUSHION
PROVIDED BY PROVIDED
OTHERS BY OTHERS
PER PLAN a
FOR- 3 W
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J
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ti 0- uj LL
Z
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6Y2" 1'-1Y2" 00
TYP. 3�4„ Q r
TYP.
FRONT ELEVATION SECTION
J
Q
3 BENCH/SHOE CUBBY DETAIL
SCALE: 1 1/2"=l' -O"
U
w
O
a
REVISIONS
REV DATE DESCRIPTION / COMMENTS
2'-6"
FOR -1
TOP/FACE
i
2,_08„
1"
FOR- 2
O ACE
F
G.C. TO COORDINATE GROMMET
04 LOCATIONS WITH OWNER PRIOR
TO INSTALLATION. GROMMETS
FOR- 3 BLOCKING TO BE 2" STAINLESS STEEL.
FACE i
! B-01 2'-10" HIGH COUNTER
(MAX) OPEN BELOW
I
478„
FINISHED E
FOR -4
SEAL
TV (WALL HUNG) @ 6'-0" AFF
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: AJ
CHECKED BY: RK
PROJECT NUMBER 2118015
Copyright (e) by Phase Zero Design Corp. AN Rights Reserved.
DRAWING NAME
INTERIOR
DETAILS -
WAIVER &
COUNTER
DRAWING NO.
2 WAIVER SECTION CABINET 7 ENLARGED WAIVER COUNTER PLAN SCHEDULES &NOTES
A502
SCALE: 1 "=1'-0" SCALE: 1/2"=V-0"
4
0
�4
CV
II
II
I
I
I
I
0 EE I 1
II
II
CV
i
I
I
I
rn I
(
II
II
II
II
II
II
II
II
II
II
I1
ND PANEL,
2
A502
2'-6"
SEAL
TV (WALL HUNG) @ 6'-0" AFF
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: AJ
CHECKED BY: RK
PROJECT NUMBER 2118015
Copyright (e) by Phase Zero Design Corp. AN Rights Reserved.
DRAWING NAME
INTERIOR
DETAILS -
WAIVER &
COUNTER
DRAWING NO.
2 WAIVER SECTION CABINET 7 ENLARGED WAIVER COUNTER PLAN SCHEDULES &NOTES
A502
SCALE: 1 "=1'-0" SCALE: 1/2"=V-0"
3 I ENLARGED PARTY ROOM PLAN
SCALE: 1/2"=1'-0"
INTERIOR MATERIAL & FINISHES
FQR-1
WILSONART #1595-22, COLOR: TEXTURED BLACK
FQR-2
WILSONART #7995-38, COLOR: STERLING ASH
FQR-3
WILSONART #1595-60, COLOR: BLACK
NOTES:
MILLWORK HARDWARE TO BE BAR STYLE PULLS. BRUSHED SATIN.
161 PARTY ROOM MILLWORK ELEVATIONI I SCHEDULES I
SCALE: 1/2"=l' -O"
I,
N (2)
UPPER
I
I
� ---------BLOCKING
2,-41/2"
`° FOR- 1
BACKSPLASH
I
FOR -1
I �
FOR -3
r%
o
FACE
y
II
2'-3"
01
ADJUSTABLE SHELVES
CABINETS
AS REQUIRED
TOP/FACE
r\
1) ADJUSTABLE SHELF
k
c
T
20
-VES
ZED
15 I BREAKROOM MILLWORK SECTION 41 BREAKROOM MILLWORK SECTION I
SCALE: 1"=l' -O" SCALE: 1"=I' -O"
2
k
EN
e
C
N
BREAK ROOM MILLWORK ELEVATION
SCALE: 1/2"=V-0"
T-0"
4'-61/2"
EXIST. MOP SINK AND
WATER HEATER TO REMAIN.
ARCHITECT
04, design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
vwvw.phasezenodesign oom
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
i I EXISTING
I 103 JANITORS CLOSET"0/1 W
104 �4 a.
BREAKROOM
103
FURNITURE F/I
2
A503
APPLIANCE F/1 BY
TENANT (N.I.C)
6'-2"
1'-6" C.L.
7 ENLARGED BREAK ROOM PLAN
SCALE: 1/2"=l' -O"
APPLIANCE F/1 BY
TENANT (N.I.C)
MILLWORK CABINETS
ABOVE
I REV I DATE I DESCRIPTION/ COMMENTS
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: AJ
CHECKED BY: RK
PROJECT NUMBER 2118015
Copyright (c) by Phase Zero Design Corp. AN Rights Reserved.
DRAWING NAME
INTERIOR
DETAILS -
BREAKROOM/
PART ROOM
DRAWING NO.
A503
O)
3
v
0
LO
T
0
00
I
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3
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0
DECK
24'-0"
MEZZANINE
12'-0"
j4 GROUND FLOOR
11V0'-0"
DECK
Y 24'-0"
MEZZANINE
12'-0"
jk GROUND FLOOR
0 0"
1'-0"
4
zo
141 MEZZANINE STAIR ELEVATION 131 MEZZANINE STAIR SECTION
1/2'=l' -O" 112"=1'-0" 1 I
2
SECTION @ PRATY ROOM ROLL -UP GARAGE DOOR
1/2" = 1'-0"
AbU1 FUH MUHE INFO
B.O. DECK h
24'-0"
B.O. JOIST
21'-6"
MEZZANINE OL
12'-0"
A.C.T CEILING
9'-9"
SUSPENDED 2X4
CEILING
GLAZING BEYOND
OUND FLOOR
0'-0"
SECTION @ MEZZANINE
1/2" = 1'-0"
B.O. DECK
24'-0"
B.O. JOIST gt-\
21'-6"
MEZZANINE O
12'-0" �
.C.T CEILING h
91-911
ALUMINUM FRAME
WINDOWS
SUSPENDED 2X4
CEILING
)UND FLOOR h
0'-0"
GENERAL NOTES:
1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT OF OMISSION OF
NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE CONSTRUCTION
MANAGER.
2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO
BE FURNISHED BY OWNER OF OTHERS, WITH THE MANUFACTURER OR SUPPLIER
BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN.
3. ALL DIMENSIONS ON PLANS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED.
4. FIRE EXTINGUISHER: 10 CLASS ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED
ON WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC.
(COSMIC 10E) OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL
CODES.
5. ALL WORK SHALL BE IN COMPLIANCE FEDERAL, STATE AND LOCAL BUILDING CODES,
REGULATIONS, ORDINANCES AND STANDARDS.
6. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY
LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH
INSPECTIONS AND CERTIFICATES OF OCCUPANCY.
7. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES
AND ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED
AND COORDINATED IN ADVANCE WITH THE OWNER AND LOCAL BUILDING
DEPARTMENT.
8. THE G.C. SHALL ACQUAINT HIMSELF WITH THE BARRIER FREE REQUIREMENTS FOR
THE STATE OF OH AND THE AMERICAN DISABILITIES ACT (ADA) AND SHALL INSURE
THAT THIS SPACE WILL BE ACCESSIBLE ACCORDING TO THE STRICTER
REQUIREMENTS OF THE APPLICABLE STANDARDS.
9. PATCH AND REPAIR ALL WALLS AND FLOORS AS NEEDED TO RECEIVE NEW FINISHES.
10. ALL DOORS ARE LOCATED 5" FROM ADJACENT WALL U.N.O.
11. ALL PARTITIONS ARE TYPE'A1' U.N.O. REFER TO PARTITION TYPES ON A601.
12. FIRE EXTINGUISHERS TO BE ,PUNTED TO WALL OR EXISTING COLUMNS. REFER TO
0002 FOR PLACEMENT. FIRE EXTINGUISHERS TO BE'LARSEN MP10'.
13. PLAN FOR LOCATING GRID AND FIXTURE REFERENCE ONLY. REFER TO ELECTRICAL
DRAWINGS FOR FIXTURE SPECIFICATIONS AND WIRING.
14. MOUNT LIGHTING TO UNDER SIDE OF STRUCTURE. ADJUST SPACING BETWEEN
FIXTURES AS NEEDED.
15. ACT GRID TO BE CENTERED IN EACH ROOM U.N.O.
FLOOR PLAN KEY NOTES:
PAN STAIR WITH CONCRETE FILL. STAIR TREADS AND RISERS TO BE FINISHED
OMETAL
i
W/ JOHNSONITE VIRTR-40-RD (RAISED ROUND TREAD / RISER COMBO W/ VISUALLY
IMPAIRED TREAD INSERT. COLOR: BLACK.
O1-1/2"
DIA. GALVANIZED METAL HAND RAIL. REFER TO FINISH SCHEDULE ON A131
3
GALVANIZED METAL PICKET STAIR RAILS, 1-1/2" DIA. METAL BOTTOM AND 3/4" DIA.
BALUSTERS. REFER TO FINISH SCHEDULE ON A131
OTUBE
STEEL POSTS BY STAIR MANUFACTURER.
NOTES
ARCHITECT
0 ldft
IIIII= design
0
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezmDdesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
ix
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REVISIONS
REV DATE DESCRIPTION / COMMENTS
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
MEZZANINE
& STAIR DETAILS
DRAWING NO.
A504
3
v,
cpo
LO
co
N
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m
0
0
raw
DOOR SCHEDULE
WINDOW
STANLEY FBB 179 / 1900 4-1/2" X - INGES
COMMENTS
AS SCHEDULED
SIZE (NOMINAL)
�
GYPSUM BOARD
FIRE
HARDWARE
THRESHOLD
WINDOW
WIDTH x HEIGHT x
QUANTITY
MATERIAL
DOOR
FRAME
DETAILS
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
AS SCHEDULED
COMMENTS
ROCKWOOD 11047 SERIES 47 STRAIGHT SINGLE BAR SET, US 260
HARDWARE SET #4: SECURE
=O
Z
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
O
RATING
SET NO.
ALUMINUM /
AN
4B/A601
DOOR
SIZE (NOMINAL)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
HARDWARE SET #5: FAMILY RESTROOM
F-
GLASS
ALUMINUM
STANLEY FBB 168, 5"x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
PRIVACY LEVER SET
OB
3'-6" X 4'-0"
2
LOCATION
HOLLOW
WIDTH x HEIGHT x
TYPE
DOOR MATERIAL
DOOR FINISH
TYPE
FRAME MATERIAL
FRAME FINISH
METAL
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
DOOR BOTTOM
O.
3
SILENCERS
THICKNESS
1
PUSH PLATE
ROCKWOOD
1
PULL HANDLE
ROCKWOOD
1
O.H. CLOSER
LCN 4041 SUPER SMOOTHEE (SURFACE MOUNTED) ALUM.
1
101
EVENT AREA
O 1
EXISTING
-
-
-
_
_
_
_
_
7
REPLACED KEYED CYLINDER. EXISTING HARDWARE
TO REMAIN. V.I.F.
101
EVENT AREA
O 1
EXISTING
-
-
PT -02
-
-
PT -02
-
-
7
REPLACED KEYED CYLINDER. EXISTING HARDWARE
TO REMAIN. V.I.F.
102
EVENT AREA
O 1
EXISTING
-
-
PT -02
-
-
PT -02
_
_
7
REPLACED KEYED CYLINDER. EXISTING HARDWARE
TO REMAIN. V.I.F.
102
OFFICE
102
EXISTING
-
-
PT -02
-
-
PT -02
-
-
4
103
BREAKROOM
103
T-0" X T-0" X 1-3/4"
WD -1
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
4
104
JANITOR'S CLOSET
104
EXISTING
-
-
PT -02
-
-
PT -02
-
-
4
105
FAMILY RESTROOM
105
T-0" X T-0" X 1-3/4"
HMI
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
5
106
MEN'S RESTROOM
106
3'-0" X T-0" X 1-3/4"
HMI
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
6
107
WOMEN'S RESTROOM
107
T-0" X T-0" X 1-3/4"
HM1
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
6
108
STORAGE
108
T-0" X T-0" X 1-3/4"
WD -1
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
4
109
PARTY PREP KITCHEN
109
T-0" X 7'-0" X 1-3/4"
WD -1
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
4
110
PARTY ROOM
C10
3'-0" X T-0" X 1-3/4"
FG -1
ALUM/GL
CLEAR ANODIZED
ALUM
ALUM
CLEAR ANODIZED
-
-
3
110
PARTY ROOM10
10'-0" X 8'-0"
MTL-1
GLOSSY WHITE
-
-
-
-
-
-
VENDOR SUPPLIED
WAYNE DALTON ROLLING SERVICE DOOR,
SERIES 780 CD
111
PARTY ROOM
ID
T-0" X 7'-0" X 1-3/4"
FG -1
ALUM/GL
CLEAR ANODIZED
ALUM
ALUM
CLEAR ANODIZED
-
-
3
111
PARTY ROOM
1 1
10'-0" X 8'-0"
MTL-1
GLOSSY WHITE
-
-
-
-
-
-
VENDOR SUPPLIED
WAYNE DALTON ROLLING SERVICE DOOR,
SERIES 780 CD
112
PARTY ROOM
CO 6
T-0" X T-0" X 1-3/4"
FG -1
ALUM/GL
CLEAR ANODIZED
ALUM
ALUM
CLEAR ANODIZED
-
-
3
113
STORAGE
13
(2) T-0" X T-0" X 1-3/4"
WD -1
WOOD
FOR -2
HM
HM
PT -02
4A/A601
-
4
113
STORAGE
13
EXISTING
-
-
_
_
_
_
_
-
7
REPLACED KEYED CYLINDER. EXISTING HARDWARE
TO REMAIN. V.I.F.
WINDOW SCHEDULE
WINDOW
STANLEY FBB 179 / 1900 4-1/2" X - INGES
COMMENTS
AS SCHEDULED
SIZE (NOMINAL)
�
GYPSUM BOARD
ROCKWOOD jT7�TRAIGHT SINGLE BAR SET, STAINLESS STEEL
z
THRESHOLD
WINDOW
WIDTH x HEIGHT x
QUANTITY
MATERIAL
FRAME FINISH
DETAILS
GLAZING
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
AS SCHEDULED
THICKNESS
ROCKWOOD 11047 SERIES 47 STRAIGHT SINGLE BAR SET, US 260
HARDWARE SET #4: SECURE
=O
Z
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
O
15'-10" X 9'-0"
3
ALUMINUM /
CLEAR
ANODIZED
4B/A601
TEMPERED
KAWNEER INFRAME INTERIOR STOREFRONT, OR EQUAL
ROCKWOOD K1050 34"X8" STAINLESS STEEL
HARDWARE SET #5: FAMILY RESTROOM
F-
GLASS
ALUMINUM
STANLEY FBB 168, 5"x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
PRIVACY LEVER SET
OB
3'-6" X 4'-0"
2
GLASS
HOLLOW
4A/A602
TEMPERED
MOUNTED AT 3'-6" A.F.F.
KICK PLATE (BOTH SIDES)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
HARDWARE SET #6: MULTI STALL RESTROOM
3
METAL
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
DOOR BOTTOM
DOOR & HARDWARE SCHEDULE
METAL STUD FRAMING 6" MTL STU
AT 16" O.C. FULL HEIGHT GWB
TO UNDERSIDE OF
FINISHED DECK
AS SCHEDULED GYPSUM BOARD
3-5/8" MTL STUD--,,,,_
HOLLOW METAL #20 GA. STL. STUDS @ 16" ACOUSTICAL
CEILING
DOOR FRAME O.C. W/ FIBER BLANKET
AS SCHEDULED o AS HEIGHT GWB
w TO 6" ABOVE ACT
EXTEND GYP. BD. INTO p SEALANT AND
DOOR ASFRAME MIN. LLI
BACKER ROD
SCHEDULED
____\ V AT EACH SIDE
STL.STUD TRACK o7 e
cn WINDOW
a SYSTEM AS
HEAD HEAD SCHEDULE
JAMB
METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD
#20 GA. STL. STUDS @ 16"
O.C. W/ FIBER BLANKET
EXTEND GYP. BD. INTO
FRAME J" MIN.
STL. STUD TRACK
5/8"
3-5/8" MTL S'
6" MTL ST
m
r r _
AS SCHEDULED
JAMB
► ARE SET #1 EMERGENCY EXITS
1 CONTINU GE
1 O.H. CLOSER
1 EXIT DEVICES
1 RIM CYLINDER
1 THRESHOLD
1 SET WEATHERSTRIPPING
1 DOOR A
CK PLATE (INTERIOR)
►R T #2: MAIN ENTRANCE
BATTALION
LCN 4041 SUPER SMOOTHEE (SURFAC TED) ALUM.
VON DUPRIN 5547 -NL- M-CONC. VERTICAL ROD US26D
YAL S26D
KAWNEER (BUTT -HU
KAWNEER
DETEX EA -2500 (FLUSH MOUNT)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
3
FINISHED
STANLEY FBB 179 / 1900 4-1/2" X - INGES
1
AS SCHEDULED
041 S THEE (SURFACE MOUNTED) ALUM.
�
GYPSUM BOARD
ROCKWOOD jT7�TRAIGHT SINGLE BAR SET, STAINLESS STEEL
z
THRESHOLD
950/ NGP
g
HOLLOW METAL
202N / NGP
a
DOOR FRAME
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
AS SCHEDULED
PUSH - PULL
ROCKWOOD 11047 SERIES 47 STRAIGHT SINGLE BAR SET, US 260
HARDWARE SET #4: SECURE
=O
Z
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
w
LOCKSET (TOWER)
YALE 5405 LN W/ LEVER STYLE AUGUSTA AU (US26D)
p
DOOR—
LCN 4041 SUPER SMOOTHEE (SURFACE MOUNTED) ALUM.
O
AS SCHEDULED
ROCKWOOD K1050 34"X8" STAINLESS STEEL
JAMB
METAL STUD FRAMING
AT 16" O.C.
GYPSUM BOARD
#20 GA. STL. STUDS @ 16"
O.C. W/ FIBER BLANKET
EXTEND GYP. BD. INTO
FRAME J" MIN.
STL. STUD TRACK
5/8"
3-5/8" MTL S'
6" MTL ST
m
r r _
AS SCHEDULED
JAMB
► ARE SET #1 EMERGENCY EXITS
1 CONTINU GE
1 O.H. CLOSER
1 EXIT DEVICES
1 RIM CYLINDER
1 THRESHOLD
1 SET WEATHERSTRIPPING
1 DOOR A
CK PLATE (INTERIOR)
►R T #2: MAIN ENTRANCE
BATTALION
LCN 4041 SUPER SMOOTHEE (SURFAC TED) ALUM.
VON DUPRIN 5547 -NL- M-CONC. VERTICAL ROD US26D
YAL S26D
KAWNEER (BUTT -HU
KAWNEER
DETEX EA -2500 (FLUSH MOUNT)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
3
HINGE
STANLEY FBB 179 / 1900 4-1/2" X - INGES
1
O.H. CLOSER
041 S THEE (SURFACE MOUNTED) ALUM.
1
PUSH/PULL BAR
ROCKWOOD jT7�TRAIGHT SINGLE BAR SET, STAINLESS STEEL
1
THRESHOLD
950/ NGP
1
SWEEP
202N / NGP
HARDWARE SET #3: PUBLIC; PARTY ROOM AND PARENT LOUNGE
3
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
PUSH - PULL
ROCKWOOD 11047 SERIES 47 STRAIGHT SINGLE BAR SET, US 260
HARDWARE SET #4: SECURE
�
J
LL
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
LOCKSET (TOWER)
YALE 5405 LN W/ LEVER STYLE AUGUSTA AU (US26D)
1
O.H. CLOSER
LCN 4041 SUPER SMOOTHEE (SURFACE MOUNTED) ALUM.
1
1 KICK PLATE (BOTH SIDES)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
HARDWARE SET #5: FAMILY RESTROOM
F-
W
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5"x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
PRIVACY LEVER SET
YALE 5402LN
1
O.H. CLOSER
LCN 4041 SUPER SMOOTHEE (SURFACE MOUNTED) ALUM.
3
SILENCERS
IVES SR64
1
KICK PLATE (BOTH SIDES)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
HARDWARE SET #6: MULTI STALL RESTROOM
3
1-1/2" PR BUTT HINGES
STANLEY FBB 168, 5" x 4-1/2" (US26D) W/ NON REMOVABLE PINS
1
DOOR BOTTOM
PEMKO 210 AV
3
SILENCERS
IVES SR64
1
PUSH PLATE
ROCKWOOD
1
PULL HANDLE
ROCKWOOD
1
O.H. CLOSER
LCN 4041 SUPER SMOOTHEE (SURFACE MOUNTED) ALUM.
1
KICK PLATE (BOTH SIDES)
ROCKWOOD K1050 34"X8" STAINLESS STEEL
HARDWARE SET #7: REUSED EXISTING DOORS
1
KEYED CYLINDER
SCHLAGE
LINE OF STRUCTURE ABOVE
SUSPENDED CEILING AS
SCHEDULED
MTL STUD FRAMING
FULL HEIGHT GWB
GWB 6" ABOVE SUSPENDED
CEILING
RUBBER COVE BASE
AS SPECIFIED
SEALED CONCRETE
FLOOR AS SPECIFIED
LINE OF STRUCTURE ABOVE
SUSPENDED CEILING
AS SCHEDULED
MTL STUD FRAMING
FULL HEIGHT GWB
GWB 6" ABOVE SUSPENDED
CEILING
RUBBER COVE BASE
AS SPECIFIED
SEALED CONCRETE
FLOOR AS SPECIFIED
GENERAL NOTES
1. REFER TO SHEET A101 FOR FLOOR PLAN.
2. ALL DOOR HARDWARE SHALL COMPLY WITH FEDERAL AND STATE ACCESSIBILITY
REQUIREMENTS
3. PROVIDE TWO (2) KEYS FOR EACH LOCK. ALL KEYS SHALL BE TURNED OVER TO MAINTENANCE
SUPERINTENDENT.
4. ALL THRESHOLDS TO BE ANCHORED TO CONCRETE FLOOR.
5. ELECTRICAL SERVICE AND HARD WIRING TO BE SUPPLIED BY ELECTRICAL CONTRACTOR.
6. GENERAL CONTRACTOR SHALL PREPARE OPENINGS TO ACCEPT DOOR PACKAGE.
7. GENERAL CONTRACTOR TO FIELD VERIFY OPENING DIMENSION PRIOR TO ORDERING
PACKAGE.
8. DOOR PACKAGES WILL BE ORDERED AND BUILT IN ACCORDANCE TO APPROVED SHOP
DRAWINGS.
9. ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
10. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE AND SWING IN THE DIRECTION OF TRAVEL.
11. ON ALL EXTERIOR DOORS FULL LENGTH LATCH GUARDS TO BE WELDED AND DRIP CAPS TO BE
PAINTED TO MATCH DOOR AND FRAME.
12. ANY EXPOSED STRUCTURAL MEMBERS TO RECEIVE PRE -FINISHED BRAKE METAL WRAP,
COLOR TO MATCH STOREFRONT.
13. STOREFRONT CONTRACTOR TO PROVIDE ALL BRAKE METAL WRAPS AND ENCLOSURES.
14. DIMENSIONS ONLY HAVE 1/8" TOLERANCE. DO NO EXCEED TOLERANCE.
15. ALL ITEMS LISTED ARE INCLUDED IN LANDLORD SCOPE OF WORK UNLESS NOTED OTHERWISE.
16. PAINT EXTERIOR TO MATCH ADJACENT WALL COLOR. INTERIOR DOOR FRAMES TO BE PAINTED
PT -02
WINDOW NOTES:
A. FIELD VERIFY ALL WINDOW OPENINGS DIMENSIONS PRIOR TO ANY FABRICATION; NOTIFY
ARCHITECT OF ANY DISCREPANCIES.
B. GLASS DOORS ARE SHOWN ON DOOR SCHEDULE.
HARDWARE NOTES:
A. KICKPLATES SHALL BE 8" HIGH X 2" LESS THAN WIDTH OF DOOR UNLESS NOTED OTHERWISE.
B. ALL CLOSERS SHALL MEET ADA REDUCED OPENING FORCE REQUIREMENTS.
C. FINISH ON ALL HARDWARE TO BE CHROME(US26D) UNLESS NOTED OTHERWISE.
D. CAULK ALL AROUND HEAD, JAMB & SILL, AT JUNCTURE OF H.M. FRAMES TO WALL FINISH.
E. CONTRACTOR IS TO VERIFY FRAME HEIGHTS BASED ON TOP OF SLAB AND FINISH FLOOR
CONDITIONS AT EACH FRAME.
F. CONTRACTOR IS TO PROVIDE MANUFACTURER'S STANDARD REINFORCING CLIPS AT FRAME
CORNERS.
G. PROVIDE" UNDERCUT AT BOTTOM OF DOORS UNLESS NOTED OTHERWISE.
NOTES
LINE OF STRUCTURE ABOVE
MTL STUD FRAMING
1 LAYER OF 5/8" GWB AT EACH
SIDE. USE WATER RESISTANT
GWB IN WET AREAS
RUBBER COVE BASE
AS SPECIFIED
SEALED CONCRETE
FLOOR AS SPECIFIED
J
W I6.
I
W
DOOR AS U
SCHEDULED FLOOR AS SCHEDULED Q WINDOW INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION
SYSTEM SCHEDULE 3 5/8" STUD C� 3 5/8" STUD FBI]3 5/8" STUD Al 3 5/8" STUD
.d A a. G G INTERIOR PARTITION
D2 INTERIOR PARTITION CZ INTERIOR PARTITION g2 6" STUD INTERIOR PARTITION
SILL EXISTING SLAB 6 STUD
6 STUD [A2] 1518 STUD
SILL
ODOOR DETAILS O INTERIOR STOREFRONT DETAILS
4 DOOR AND WINDOW DETAILS 131 PARTITION TYPES
SCALE: 3/4"=1'-0" SCALE: 314"=1'-0"
2"
3'-
2"
N
0
(V
N
M
0
HOLLOW METAL FRAME
TEMPERED GLASS
2 WINDOW TYPES
SCALE: 1/4"=l' -O'
15'-0"
2" 2" 2" 2-
3'-0" EQ. EQ. EQ.
CV
00
N
0
r
iT
0
ALUMINUM FRAME TYPE
COLOR: CLEAR ANODIZED ALUMINUM
TEMPERED GLASS
2"
7 DOOR TYPES
SEE DOOR
SCHEDULE
I
WD1
SOLID CORE
LAMINATED WITH FOR -2
SEE DOOR
SCHEDULE
4"
6
o�
c_:' \
SEE DOOR
211 SCHEDULE 2„
FG1 ALUM
STOREFRONT ALUMINUM WITH FULL LITE/ ALUMINUM STOREFRONT
COLOR: CLEAR ANODIZED ALUMINUM ANODIZED ALUMINUM
LINE OF STRUCTURE ABOVE
SUSPENDED CEILING AS
SCHEDULED
MTL STUD FRAMING
1 LAYER OF 5/8" GWB AT ONE
SIDE. USE WATER RESISTANT
GWB IN WET AREAS
RUBBER COVE BASE
AS SPECIFIED
ARCHITECT
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design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.omaz&mdesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
U
SEALED CONCRETE
FLOOR AS SPECIFIED a
SEE DOOR
2„ SCHEDULE 2„
N 4
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HOLLOW METAL
FRAME TYPE
PRIMER/PAINT FINISH
SEAL
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DATE I DESCRIPTION/ COMMENTS
ISSUED FOR: PERMIT -BID
ISSUED DATE: 04.04.2018
DRAWN BY: KH
CHECKED BY: RK
PROJECT NUMBER: 2118015
Copyright (c) by Phim Zero Design Corp. AN Rights Reserved.
DRAWING NAME
SCHEDULES AND
DETAILS
DRAWING NO.
A601
GENERAL NOTES:
GENERAL
1'-10 1/2" \
1. DESIGN PERFORMED IN ACCORDANCE WITH AISI "SPECIFICATION FOR THE DESIGN OF COLD
FORMED STEEL STRUCTURAL MEMBERS", 2012 EDITION
2. DIMENSIONS HAVE BEEN DETERMINED FROM THE CONTRACT DOCUMENTS AND ARE USED HEREIN
FOR REFERENCE ONLY. ALL DIMENSIONS SHALL BE FIELD VERIFIED BEFORE ERECTION.
3. THIS SHOP DRAWING PACKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD AND/OR
ARCHITECT PRIOR TO ORDERING OF MATERIALS AND INSTALLATION.
4. THE PRIMARY STRUCTURES ADEQUACY TO SUPPORT THE COLD FORMED FRAMING AND LOADS
IMPOSED BY IT ARE THE RESPONSIBILITY OF THE ENGINEER OF RECORD.
5. COLD -FORMED STEEL GENERAL REQUIREMENTS, CLASSIFICATION OF MATERIALS, INSTALLATION,
QUALITY CONTROL, CONTRACTUAL RELATIONS AND RESPONSIBILITIES ARE PER THE CODE OF
STANDARD PRACTICE FOR COLD -FORMED STEEL STRUCTURAL FRAMING, AISI S202-11.
MATERIAL:
1. COLD FORMED FRAMING MEMBERS SHALL BE FORMED FROM STEEL CORRESPONDING TO AISI
SPECIFICATIONS WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL AND 50 KSI FOR 54 MIL AND
GREATER.
2. COLD FORMED FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A G-60 GALVANIZING
MEETING THE MINIMUM REQUIREMENTS OF ASTM A525.
3. ALL FRAMING SHALL BE THE TYPE, SIZE AND THICKNESS AS SHOWN ON THESE PLANS AND BE
MANUFACTURED BY AN SSMA APPROVED MANUFACTURER. NO SUBSTITUTIONS ALLOWED WITHOUT
THE ENGINEERS WRITTEN APPROVAL.
4. MEMBER THICKNESSES ARE BASED ON DESIGN FOR STRENGTH AND DEFLECTION. REFER TO
WINDOW/CURTAIN WALL NOA FOR REQUIRED MINIMUM THICKNESS OF COLD FORMED STEEL STUDS.
5. DECKING SHALL BE APA RATED 11/8" NON-COMBUSTIBLE PLYWOOD SHEATHING WITH A MINUMUM
SUBFLOOR SPAN OF 48". JOIST SHALL BE ATTACHED TO METAL STUDS @ 6" OC AT PANEL EDGES AND
12" OC INTERIOR.
rinKIAIGnTInKl0
1. SDS SCREW -
1.1. #10 (BUILDEX #10-16 W/ #3 DRILL POINT SHEET METAL SCREWS);
1.2. #12 (BUILDEX #12-14 W/ #2 DRILL POINT SHEET METAL SCREWS);
1.3. #14 (BUILDEX 1/4-28 W/ #5 DRILL POINT SHEET METAL SCREWS);
1.4. ALL SCREWS SHALL BE OF ADEQUATE LENGTH TO FULLY ENGAGE ALL MEMBERS BEING
FASTENED WITH THREE EXPOSED THREADS OUT THE BACK OF CONNECTION.
1.5. MINIMUM SCREW SPACING AND END DISTANCE SHALL NOT BE LESS THAN 3.0 X 0 OF SCREW.
EDGE DISTANCE SHALL NOT BE LESS THAN 1.5 X 0 OF SCREW.
2. HILIT "X -U" -
2.1. INDICATES 0 OF HILIT "X -U" LOW VELOCITY POWDER ACTUATED FASTENER INSTALLED PER
MANUFACTURES RECOMMENDATIONS W/ MIN. EMBEDMENT NOTED ON DETAILS FOR
CONCRETE AND FULL PENETRATION FOR STEEL. MIN SPACING AND EDGE DISTANCE PER
MANUFACTURERS RECOMMENDATIONS AND ESR -2269.
FRAMING
1.
2.
3.
4.
5.
ALL FIELD CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING. TORCH METHODS OF
CUTTING ARE NOT ACCEPTABLE.
NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS STATED ON DRAWINGS.
SPLICING OF WALL STUDS IS NOT PERMITTED, UNO.
ENDS OF STUDS MUST BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR FRAMING WHICH
MUST HAVE FULL BEARING ON STRUCTURE.
TEMPORARY BRACING SHALL BE PROVIDED BY THE FRAMING CONTRACTOR AND REMAIN IN PLACE
UNTIL CONTRACTOR DEEMS FRAMING IS STABLE WITHOUT BRACING.
DESIGN INFORMATION:
LOCATION:
SANFORD, FL
DESIGN BUILDING CODE:
2017 BLDG CODE, 6th EDITION
DESIGN LOADS:
PLATFORM FRAMING (24" O.C. AREAS):
DEAD LOAD: 10 PSF
LIVE LOAD: 100 PSF
PLATFORM FRAMING (12" O.C. AREAS):
DEAD LOAD: 10 PSF
LIVE LOAD: 150 PSF
MEZZANINE STORAGE FRAMING -
DEAD LOAD: 5 PSF
LIVE LOAD: 125 PSF
COLD FORMED STEEL MEMBER THICKNESS TABLE
SSMA MIL THICKNESS
GAGE THICKNESS
(FOR REFERENCE
ONLY)
DESIGN
THICKNESS
18
25 GA
0.0188"
27
22 GA
0.0283"
30
20 GA (DRYWALL)
0.0312"
33
20 GA (STRUCTURAL)
0.0346-
43
18 GA
0.0451"
54
16 GA
0.0566"
68
14 GA
0.0713"
97
12 GA
0.1017"
118
10 GA
0.1241"
PRODUCT IDENTIFICATION EXAMPLE
600 S 162 - 43 (Fy = 50KSI)
LEGEND:
YIELD STRENGTH (NON -TYPICAL)
-MATERIAL THICKNESS (MILS)
-FLANGE WIDTH (vloo")
-MEMBER SHAPE
S - STUD
T -TRACK
1J - CHANNEL
F - FURRING CHANNEL
L - ANGLE
MEMBER DEPTH (Y100")
HATCH INDICATES AREA OF
UPPER PLATFORM @ 5'-1 a".
NOTE:
VERIFY ALL DIMENSIONS
SHOWN WITH ARCHITECT
BEFORE FABRICATION.
ELEVATED FLOOR FRAMING PLAN (REF: A.1
CMU WALL BY
OTHERS.
15'W X 9'H STOREFRONT W/ DOOR & 1
TRANSOM, TYP; REFER TO OPENING.
FARMING CHART AND DETAILS ON L3.00.
J
600S162-33 @ 24" O.C.; CONNECT TO JOIST
10'W ROLL -UP GARAGE ABOVE W/ 600SLT250-33 W/ (1) #10SDS EA STUD
DOOR, TYP; REFER TOD FLANGE AND (1) #10SDS @ 12" O.C. TO JOIST.
OPENING FRAMING REFER TO 1/1-3.00 (SIM) FOR CONNECTION OF
CHART AND DETAILS ONBOTTOM TRACK TO CONC. SLAB.
L3.00.
Lj
4
600S162-33 @ 24" O.C.; CONNECT TO JOIST ABOVE W/
600SLT250-33 W/ (1) #10SDS EA STUD FLANGE AND (1)
#10SDS @ 12" O.C. TO JOIST. REFER TO 1/1-3.00 (SIM) FOR
CONNECTION OF BOTTOM TRACK TO CONC. SLAB.
MEZZANINE FLOOR FRAMING PLAN
ARCHITECT
r a F r'-,_
po,
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezemdesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD,
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL $ PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
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ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
PROJECT NUMBER: 2118015
y ba
- .- _4 f
L1.00
CONT 60OT125-43
W/ (1)
#12 SDS EA SIDE.
CONT 362T125-54
W/ (1)
#12 SDS EA SIDE.
-�
WALL AT SIM
CONDITION.
NOTES:
1. REFER TO DETAIL C/L2.00 FOR
FLOOR JOIST BRIDGING
REQUIREMENTS
2. SHEATHING BY OTHERS.
NOT SHOW HEREIN.
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
+2'-113/4"
M
r FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
N W/ (2) #12 SDS TO VERT
WALL STUD.
362S162-43 @ 24" OC
FF 0'-0" _ - - _ - - _ (MAX) CENTERED UNDER
------ FLOOR STUD.
CONT 362T125-43 W/ (1) #12 SDS EA SIDE
AND (1) 0.157"0 HILT -XU W/ 1" EMBED @ 8"
OC OR (2) @ 16" OC INTO EXIST CONC
FLOOR.
SECTION (LOW PLATFORM)
SCALE: 3/4"=1'-0"
1 1/8" FIRE RETARDANT
PLYWOOD DECK. 600S162-43 @ 24" OC
(MAX)
UP
-- ----------- -----FF 0,_011------- -------
END INFILL 250S162-43 @ 40OS162-43
BY OTHERS. END OF RAMP.
r5_%SECTION (RAMP END)
oo SCALE: 3/4"=1'-0"
CONT 60OT125 MATCH
THICKNESS TO FLOOR
JOIST W/ (1) #12 SDS
INTO EA. FLANGE.
ATTACH TO FLOODS
JOIST W/ (2) #12 S
@ 16" O.C.
ICONT 60OT125-54 W/ (1)
#12 SDS EA SIDE. 1 1/8" FIRE RETARDANT
PLYWOOD DECK.
+2'-113/4" ,
+5'-1 3/4"
FLOOR JOIST (SEE zt
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
N
WALL STUD.
REF z
L2.00
- 0'-0" _______
--------------------------------------'
REF '2
12.00
91 SECTION CLOW/HIGH
2.00
SIMPSON STRO
SUBH3.25 BRIDI
CONNECTOR
ATTACH TO U-(
W/ (2) #10 SDS
PLATFORM
1-1/2" x 54 MIL.,
U -CHANNEL
BRIDGING @ 4' OC.
STUD
SCALE: 3/4"=1'-0"
(2) FLOOR JOIST ON TOP
OF WALL W/ (2) #12
TO TOP TRACK, TYP
362T125-54 CONT.
1 1/8" FIRE RETARDANT
PLYWOOD DECK. -
DETAIL (U—CHANN
CONNECTIONS)
FF 0.
362S162-43 @ 16"
362S162-43 @ 16"
'8" FIRE RETARDANT
'WOOD DECK. CONT L2x2x43 M
#12 SDS TO
+2'-11 3/4" EACH STUD.
u
u
C
a
FLOOR JOIST (SEE PLAN) @
24" OC (MAX) ATTACH
FLOOR DECK W/ (1)#12 SDS a
@ 16 "OC. & JOIST TO TOP u
TRACK W/ (2) #12 SDS
SECTION .(LOW PLATFORM
5'-0"
/- FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
WALL STUD.
SCALE: 3/4"=1'-0"
l
�(2) #12 SDS @
EA STUD
--- --- ------------- -------- 0'-0" --
EF 4
LZ.00
REF 4
12.00
FF 0'-0
BRACING @ 4' O.C.
CONT 60OT143-54 W/ (1)
#12 SDS EA SIDE.
n
c
151 TRFAMR n 11" = 4'_7"
SECTION (RAMP LANDING) / 7\
1-1/2" x 54 MIL., U -CHANNEL
3RIDGING CONNECTED TO
CLIP W/ (2) #14 SDS.
WALL STUD - REFER TO
DETAILS.
1-1/2" x 1-1/2"x 54 MIL., CLIP ANGLE
FASTENED TO WALL STUD W/ (4) #14
SDS. ANGLE LENGTH SHALL NOT BE
LESS THAN STUD DEPTH, MINUS 1/2"
ALTERNATE BRIDGING
EL BRIDGING
----------
SCALE: NTS
SCALE: 3/4"=1'-0"�-o
CONT 125 TRACK
1 1/8" FIRE RETARDANT MATCH DEPTH AN
PLYWOOD DECK. THICKNESS WITH
FLOOR JOIST W/(1)#12
+5'-1 3/4" SDS EA FLANGE.
FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
WALL STUD.
--REF A BLK'G MID
L200 HEIGHT
362S 162-43 @ 24" OC
(MAX) CENTERED UNDER
- - - - - FLOOR STUD.
CONT 362T162-43 W/ (1) #12 SDS EA SIDE
AND (1) 0.157"0 HILT -XU W/ 1" EMBED @ 8"
OC OR (2) @ 16" OC INTO EXIST CONC
FLOOR
SECTION (HIGH PLATFORM"
SCALE: 3/4"=1'-0"
NOTE:
PLACE BRACING AT 16'-0" OC
ALONG INTERIOR SUPPORT WALLS.
^r%k IT -rM A /N1/
SDS AT EACH END OF
PLATE.
B1 DETAIL (BRAC
CONT 60OT125-54 W/ (1)
#12 SDS EA FLANGE.
v
M
r
_1
zo
SECTIO
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
AK +2'-11 3/4"
REF 1
L2.00
VV,. 1 VVL 1 ILV-TV Y"/ `1, Tr 1L VL/V Ll V
.lILJL REF
AND(1)0. 7"OHILT-XU W/ 1" EMBED @
8" OC OR (2) @ 16" OC INTO EXIST CONC
FLOOR
N (LOW PLATFORM W STAIR
SCALE: 3/4"=1'-0"
(2) #12 SDS FROM
FLOOR JOIST TO TOP CHORD.
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
+2'-11 3/4"
+5'-1 3/4"
FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
WALL STUD.
REF z
--------
REF '2
rz o0
SECTION (LOW/HIGH
PLATFORMSCALE: 3/4"=1'-0"
(2) #12 SDS @ 16" O.0 FROM FLOOR
JOIST TO TOP CHORD.
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
+5'-1 3/4"
FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
WALL STUD.
-REF A
12.00
REF 10
FF 0'-0"
REF 1
L2.00
SECTION (HIGH PLATFORM
SCALE: 3/4"=1'-0
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
+2'-11 3/4" 111
+5'-1 3/4" ST
r
r
CV
--- FF0'-0"___ _
14 GA PLATE W/ (5) #12"
INTO STUD AND TRACK
ING)
SCALE: 3/4"=1'-0"
FLOOR JOIST;
REFER TO DETAILS.
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
[5051[91LIW
CONT 60OT125-43 W/ (1)
#12 SDS EA SIDE.
CONT 362T125-43 W/ (1)
#12 SDS EA SIDE.
U)
w
REF 2
1,2.00
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
Ak +2'-11 3/4"
FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
WALL STUD.
REF REF L200
L2.00
0 1
------------------------------- ------ FF 0'------------
CONT 362T125-43 W/ (1) #12 SDS EA SIDE REF 1
AND (1) 0.157"0 HILT -XU W/ 1" EMBED @ 8" LZ.DO
OC OR (2) @ 16" OC INTO EXIST CONC
FLOOR
SECTION (RAMP)
CONT 60OT125-43 W/ (1)
#12 SDS EA SIDE.
CONT 362T125-43 W/ (1)
#12 SDS EA SIDE.
U) CONT L2x2x43 MIL
w W/ (2) #12 SDS TO
U
a EACH STUD. + +
U) + +
J
Q + +
++ ++
++
(2) #12 SDS @ 16" O.0 FROM FLOOR
JOIST TO TOP CHORD.
1 1/8" FIRE RETARDANT
/ PLYWOOD DECK.
Ask +5'-13/4"
�- FLOOR JOIST (SEE
REF 3 PLAN) @ 24" OC (MAX)
L2.00 W/ (2) #12 SDS TO VERT
(4) #12 SDS, TYP. WALL STUD.
M
r
Lo
10
M CONT 362T125-43 W/ (1)
#12 SDS EA FLANGE &
04 ATTACH TO DECKING
W/ (1) #12 @ 6" O.C..
LAST FLOOR JOIST TO BE
ATTACHED TO EA VERT
STAIR STUD W/ (2) #12 SDS.
--- - 0'-0----------- -- - ---- ------------------------------------------
CONT
CONT STUDS AT STAIR 1
ENDS DOWN TO CONCRETE. REF
S-2
$ SECTION STAIR LOW TO HIGH PLATFORM)
1" NON-COMBUSTIBLE
DECK.
NOTE:
DETAIL APPLIES TO ALL FLOOR
JOIST SPANS GREATER THAN 5'-0"
C1 DETAIL (FL
BRIDGING
SCALE: NTS
1 1/8" FIRE RETARDANT
PLYWOOD DECK.
+5'-13/4"
FLOOR JOIST (SEE
PLAN) @ 24" OC (MAX)
W/ (2) #12 SDS TO VERT
WALL STUD.
v
ch
r
1
Z
-REF A BLK'G MID
LZ.00 HEIGHT
REF �q2
46.00
0'-0"
REF 1
L2.00
SECTION (HIGH PLATFORM
LOWP LATFO R M) SCALE: 3/4"=1'-C
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
ER Z46e.
:y\cENS':•... '
o. 592 5
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ARCHITECT
Aftphiu,,,,�t:;e zeAro
IW design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezemdesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
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ISSUED DATE: 04.04.2018
PROJECT NUMBER: 2118015
L2.00
CMU WALL
BY OTHERS.
1000T200-54 RIM
TRACK W/ (2)#10SDS EA
STUD FLANGE AND (1)
a"0 X 1" ITW TAPCON @
8" O.C. TO CMU.
STEEL DECK BY
OTHERS; 30 MIL MIN.
PARTY ROOM WALL SECTION
SCALE: N.T.S.
(2)600S200 -
JAN
1000S162-54 EA
SIDE OF JAMB.
(4) #10SDS 4" APART IN
SQUARE PATTERN, TYP.
DOUBLE JAMB TO JOIST
600S162-54 @
12" O.C.
600T125-54 W/ (1) #10SDS
EA STUD FLANGE.
(2) #10 SDS @
12" O.C.
NOTE: FOR CONNECTIONS
TO 97 MIL CFS, REFER TO
SCREW MANUFACTURER'S
GUIDANCE FOR PROPER
SCREW SIZE AND DRILL TIP.
C-,
3.00
600S162-33 @ 2
600T125-33 W/ (1) #10S
EA STUD FLAN(
(2) #10 SDS
@ 12" OC.
(2)600S200-54 JAMB.
BOX HEADER = (2)600S200-97 W/ (2)600T125-97
W/ (1) #10SDS EA FLANGE @ 6" O.C. AS
SHOWN; STUDS MUST BE POSITIONED WITH
WEBS VERTICAL AS SHOWN.
SCALE: N.T.S.
8"x3.25" 54 MIL CFS
PLATE EA SIDE OF
JAMB @ 4' O.C. WITH
(10) #10SDS PER
PLATE.
(2)2"X2"X6"54 MIL
CFS CLIP ANGLES
WITH (4) #10SD EA LEG.
BOX HEADER TO JAMB
(2)600S200-54 JAMB.
(1) #10SDS @ 6" O.C.
600S162-33; OPTIONAL
CAPPED W/ 600T125-54.
SCALE: N.T.S.
8"x3.25" 54 MIL CFS
PLATE EA SIDE OF
JAMB @ 4'0.C. WITH
(10) #10SDS PER
PLATE.
(2)2"X2"X6"54 MIL
CFS CLIP ANGLES
WITH (4) #10SD EA LEG
INFILL FRAMING AT GARAGE
SCALE: N.T.S.
A'
s—oo
10OS162-54 BLOCKING COPED AT ENDS;
LOCATE AT FIRST AND SECOND SPACES
EA END, AND @ 10'-0" O.C. BETWEEN.
ATTACH TO JOISTS W/ #10SDS AS SHOWN.
ATTACH PLYWOOD DECK TO
BLOCKING W/ (1) #10SDS @ 6"
O.C.
1 8' FIRE RETARDANT
PLYWOOD DECK
ATTACHED TO JOISTS
W/ #10SDS @ 6" O.C.
1000S162-54
@ 12" O.C.
1 4° WIDE 54 MIL FLAT STRAP
@ BOTTOM @ 4' O.C.
MEZZANINE JOIST BLOCKING
DETAIL
SCALE: N.T.S.
Party Room Opening Framing Chart
Opening
Header
Jamb
Headertolamb
15'WX9'H
BOX = (2)60OS200-97 W/
Storefront w/ Door
(2)6005200-54
C/1-3.00
(2)6007125-97
&Transom
10'W X 8'H Garage
(2)100S162-541oist @Top
(2)6005200-54
D&E/1-3.00
Door Opening
60OS162-33 @ El. 8'-0"
ROLL -UP GARAGE DOOR BY
OTHERS (MAX WEIGHT = 805
LBS); CONNECT BRACKETS
SUPPORTING EACH END OF
DRIVE ROD TO JAMBS PER
MANUFACTURER
INSTRUCTIONS, WITH (4)
#10SDS MIN.
1 1/8" F.R. PLYWOOD SHEATHING; MAX.
NOMINAL WEIGHT = 5 PSF.
==r—I
(P10SDS, (� TYP. JOISTS @ 12" O.C.;
REFER TO 1/1-3.00
ARCHITECT
4)
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezemclesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 11 SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
(2)1000S162-54 JOISTS REQUIRED AT
GARAGE DOOR JAMBS AS SHOWN. -
JAMBS = (2)600S200-54 EA SIDE OF GARAGE
DOOR OPENING; CONNECT JAMB STUD PLIES
AS SHOWN IN C&E/L3.00. INSTALL ANGLE
GUIDE FOR GARAGE DOOR (BY OTHERS) PER
MANUFACTURER INSTRUCTIONS.
CONNECTION @ JAMB BOT: (1) 6"X2"X2" 54 MIL
CFS CLIP ANGLE W/ (4)#10SDS TO JAMB AND (2)
0.157"0 X 1" (4" SPACING) HILTI X -U TO CONC. a
REFER TO E/L0.00 FOR
INFILL FRAMING @ 9'-0".
GARAGE DOOR AT HEAD
SCALE: N.T.S.
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ISSUED DATE: 04.04.2018
PROJECT NUMBER: 2118015
L3.00
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EXISTING 4" SANITARY SEWER LINE. FIELD VERIFY EXACT LOCATION, SIZE
ARCHITECT
design
AND DEPTH OF EXISTING LINE PRIOR TO CONSTRUCTION.
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CONNECT NEW 1 1/2" CW LINES TO EXISTING WATER LINES. FIELD
VERIFY LOCATION AND SUFFICIENT SIZE DOMESTIC COLD WATER PIPING
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
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PRIOR TO CONSTRUCTION.
PHONE: (781) 452-7121
81)875
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PLUMBING FIXTURES TO EXISTING WASTE LINE. FIELD
CONNECT NEW PL
VERIFY EXACT LOCATION AND SUFFICIENT SIZE PRIOR TO CONSTRUCTION.
4.
ROUTE 1/2' HW & CW LINES TO RESTROOM LAVATORY FAUCET. INSTALL
SUPPLIES COMPUTE WITH HOT WATER TEMPERING VALVE.
ICLIENT
a ? I = €
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JUMP 2018 LLC
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TRAP PRIMER WITH 1 /2 CW BELOW FLOOR, FROM TRAP PRIMER TO
RECEPTOR.
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
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6.
CONNECT NEW 3" VENT UNE TO EXISTING VTR. FIELD COORDINATE EXACT
LOCATION OF THE VTR'S.
7•
ROUTE 1/2" HW & CW LINES DOWN IN WALL AND CONNECT TO KITCHEN
SINK.
ELECTRICAL ENGINEER
I
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ROUTE 1/2" CW LINE DOWN WALL TO REFRIGERATOR.
— #
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9•
EXTEND 1/2" CW LINE DOWN WALL TO EWC.
10•
CONNECT TO EXISTING 3/4" HW LINE. FIELD VERIFY EXACT SIZE &
LOCATION OF EXISTING HW UNE.
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ROUTE 1/2" COLD WATER LINE DOWN TO WATER CLOSET.
12.
EXISTING DOMESTIC COLD WATER. FIELD VERIFY EXACT LOCATION PRIOR
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DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
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ROUTE 3/4 CW LINE TO URINAL.
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BLDG. 1I suITE 1420
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EXISTING PLUMBING FIXTURE TO REMAIN.
# £ a € I3
a,
16.
NEW GREASE TRAP UNDER SINK IN PARTY PREP ROOM TO DISCHARGE
WITH 1" AIR GAP.
FLORIDA ENGINEER NO. 0051096 (MECH)
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MECHANICAL & PLUMBING ENGINEER
IDSTUDIO4
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
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ZABIK TURNER ENGINEERING
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1024 N FULLERS CROSS ROAD
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ADJUSTING COLLAR
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SIZE, 4 MAX. (TYP)
WASTE, VENT Ft WATER RISER DIAGRAMS I
SCALE: NONE
INSTALL PER PDI STANDARDS &
MANUFACTURER'S INSTRUCTIONS.
PROVIDE A WHA AT ALL QUICK
CLOSING VALVES.
AIR CHAMBER (TYP)
HOT OR COLD
♦ WATER SUPPLY
IF HORIZONTAL BRANCH IS LESS THAN 20'
PROVIDE ONE WHA AT END OF LINE
IF BRANCH IS GREATER THAN 20',
PROVIDE ANOTHER WHA IN
MIDDLE, EACH SIZED FOR HALF
THE FIXTURE UNITS J
PDI
PIPE
FIXTURE
COLD
SIZE
SIZE
UNIT LOAD
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A
1/2"
1-11
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3/4"
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C
1"
33-60
LAVATORY/SINK
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1-1/4"
61-113
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1-1/2"
114-154
2
F
2"
154-330
IF HORIZONTAL BRANCH IS LESS THAN 20'
PROVIDE ONE WHA AT END OF LINE
IF BRANCH IS GREATER THAN 20',
PROVIDE ANOTHER WHA IN
MIDDLE, EACH SIZED FOR HALF
THE FIXTURE UNITS J
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FIXTURE UNIT TABULATION
ROUGH -IN -SIZE
FIXTURE
COLD
HOT
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URINAL
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1.5
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JANITOR'S SINK
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-
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3/4-
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AO SMITH #DEL -20, 20 GALLON TANK TYPE ELECTRIC WATER HEATER, (1) ELEMENTS, 3000 WATT
AMERICAN STANDARD 'CADET' #2835.128, FLOWISE, WHITE VITREOUS CHINA, FLOOR MOUNTED, ADA
��
WATER CLOSET
4„
2"
1/2"
_
COMPLIANT TANK TYPE PRESSURE ASSISTED 1.28 GPF WATER CLOSET. TRIP LEVER SHALL BE
WATER HAMMER
(ADA)
TYPE 'M' COPPER WITH 95/5 SILVER SOLDER JOINT FITTINGS. INSULATE CONDENSATE PIPING WITH 1/2" ARMAFLEX
LINE
PIPE AND INDIRECT
PPP, INC. SERIES SC, FULLY MECHANICAL WATER HAMMER ARRESTER SIZED AND LOCATED PER
INSTALLED ON WIDE SIDE OF STALL. INCLUDE BEMIS #1055 WHITE ELONGATED OPEN FRONT
ARRESTER
GAS, NATURAL OR PROPANE
_
SIZED
_
THE MANUFACTURER SPECIFICATIONS.
SEAT -LESS COVER, WITH CHECK HINGE STOPS.
EXPANSION
WATER CLOSETAMERICAN
_
3/4"
_
WATTS REGULATOR DETA-5, WITH STEEL BODY AND BUTYL RUBBER DIAPHRAGM FOR 3.5 GALLONS
STANDARD 'CADET' #2835.128, FLOWISE, WHITE VITREOUS CHINA, FLOOR MOUNTED, ADA
WC -2
(ADA)
4"
2"
1/2"
-
COMPLIANT TANK TYPE PRESSURE ASSISTED 1.28 GPF WATER CLOSET. TRIP LEVER SHALL BE
MIXING
SHUT-OFF VALVE
NO
1/2"
1/2"
REGULATORG 'NG WITH BRASS BODY AND
LFMMV UNDER IRESISTANTOENCL
INTEGRAL
INSTALLED ON WIDE SIDE OF STALL. INCLUDE BEMIS #1055 WHITE ELONGATED OPEN FRONT
VALVE
i
C.V.
CHECK VALVE
13.
M UNTINHOLES, TAMPER SURESTATIC VALVE,
SEAT -LESS COVER, WITH CHECK HINGE STOPS.
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U
UNION
D�
P.V.
PPP, INC. ;SPR -500 "PRIME RITE" TRAP PRIMER, BRONZE CONSTRUCTION WITH VACUUM PORTS,
AMERICAN STANDARD #0356.028 WALL HUNG WHITE VITREOUS CHINA LAVATORY WITH OVERFLOW,
SOC
LAVATORYTHREE
EAAV
EARTHQUAKE ACTUATED AUTOMATIC VALVE (GAS)
ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO RECEPTOR. PROVIDE DISTRIBUTION UNIT AS
HOLE WITH #6500.174 WIDESPREAD FAUCET, BRASS BODY WITH POLISHED CHROME FINISH,
LAV -1
(ADA)
-
1 1/2-
1/2'
1/2-
.35 GPM AREATOR. INSTALL COMPLETE WITH OPEN GRID STRAINER, RIGID SUPPLIES, ANGLE STOPS,
16.
T P
&
TEMPERATURE & PRESSURE RELIEF VALVE
u
®
VTR
12" AFF, PROVIDE ACCESS PANEL.
AND CHROME PLATED 17 GA L.A. PATTERN CAST BRASS P -TRAP WITH SECURED ESCUTCHEON.
AND
HD
HUB DRAIN
ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS
FD
FLOOR DRAIN (COORDINATE GRATE REQS)
P -TRAP SHALL BE WRAPPED WITH TRUEBRO LAVGUARD #100 FOR ADA PROTECTION.
FLOOR SINK (COORDINATE GRATE REQS)
ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY
RP
RECIRCULATION PUMP
-�{ I
HB
STANDARD #6590.005 WITH SLOAN "ROYAL" 186.05 FLUSH VALVE. LOW WATER USE
UR -1
URINALAMERICAN
(ADA)
2"
1 1/2"
3/4"
-
VITREOUS CHINA WALL HUNG, SIPHON JET ACTION WITH 3/4" TOP INLET SPUD. PROVIDE WITH
MBH
BTUH X 1000
CFH
CUBIC FEET PER HOUR (1 MBH = 1 CFH)
PROVIDE ACCESSIBLE WATER SUPPLY STOP VALVE(S) AT EACH FIXTURE.
FLUSHING RIM, THREADED OUTLET AND OPEN TRAY WAY WITH VISIBLE WATER SURFACE. FURNISH
EXISTING
I.E.
INVERT ELEVATION
ALL UNDERGROUND METALLIC PIPE AND FITTINGS SHALL BE PROTECTED IN
CONN
COMPLETE WITH DIAPHRAGM ACTION FLUSH & CHAIR CARRIER.
FCO
FLOOR CLEANOUT
UNE
_
_
_
ZURN #1400 ADJUSTABLE FLOOR CLEANOUT, DURA -COATED CAST IRON BODY, GAS AND WATER
GPH
GALLONS PER HOUR
SIZED
HP
HORSEPOWER
TIGHT TAPERED THREAD PLUG, AND 5"0 ROUND POLISHED NICKEL BRONZE TOP.
POUNDS PER SQUARE INCH
UTILITY CONTRACTOR/ REPRESENTATIVE.
LINE
ACCESS PANEL
W/
ZURN 11443 SQUARE WALL CLEANOUT, DURA -COATED CAST IRON BODY, GAS AND WATER TIGHT
WCO
WALL CLEANOUT
SIZED
-
-
TAPERED THREAD PLUG, AND NICKEL BRONZE SECURED SQUARE, SMOOTH WALL ACCESS COVER
ABN
ABOVE
30.
(E)
EXISTING
MATERIALS, RODS AND CLAMPS AS REQUIRED FOR COORDINATION WITH WORK OF
AND FRAME.
UNDERGROUND
31.
DN
DOWN
BE COORDINATED WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER
CONT.
#LRADQ291855, LUSTERTONE STAINLESS STEEL, #18 GAUGE, EQUAL DOUBLE BOWL, TOP
KS -1
KITCHEN SINKELKAY
(ADA)
2"
1 1/2"
1/2"
1/2"
MOUNT ADA SINK, CENTER DRAIN PLACEMENT WITH ELKAY #LK5000, SINGLE HOLE DECK MOUNT
BOH
BACK OF HOUSE
WHENEVER FOUNDATION WALLS, EXTERIOR WALLS, ROOFS, ETC. ARE PENETRATED FOR
A.D.A.
AMERICAN DISABILITIES ACT
FAUCET WITH PULL-OUT SPRAY, LEVER HANDLE 1.5 GPM.
FS -1
FLOOR SINK
3"
2"
_
-
ZURN #FD -2370 12"02" RADIUSED PVC BODY FLOOR SINK WITH FULL RIM AND SEDIMENT
CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD DRAWING SHALL SHOW
CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERIALS, SIZES,
LOCATIONS AND HOOK-UP POINTS. AS-BUILTS SHALL BE GIVEN TO OWNER'S
BUCKET STRAINER. COORDINATE GRATE CONFIGURATION WITH KITCHEN ROUGH IN PLANS.
ED -1
FLOOR DRAIN
2"
1 1/2"
1/2"
-
ZURN #LC-P3S PVC BODY FLOOR DRAIN AND TRAP PRIMER, WITH ;SLC -CS CAST IRON ADAPTOR
THOSE REQUIRED BY LAW.
37.
PLUMBING CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF STORE
TURNOVER.
38•
THREADED SHANK, COMPLETE WITH #LC-FR05NI 5" ROUND POLISHED NICKEL FRAME TOP GRATE.
ELECTRIC-
ELKAY #LZSTL8WSSP, EZH2O BOTTLE FILLER STATION, BI -LEVEL BARRIER -FREE, STAINLESS
EWC-1
WATER COOLER
2"
1 1/2"
1/2"
STEEL POLISHED TO A SATIN FINISH, SOFT SIDES WATER COOLER, FLEXI-GUARD SAFETY
BUBBLER, QUICK FILL RATE 1.1 GPM.
GREASEENDURA
#391OA02, 10 GPM GREASE INTERCEPTOR, SMALL FOOTPRINT, BAFFLE SYSTEM TO ENHANCE
GI -1
INTERCEPTOR
2"
2"
-
-
SEPARATION PERFORMANCE AT LOW FLOW AND EZ -CLEAN EXTERIOR TANK. 14.5007.5"06.3".
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DESCRIPTION/REMARKS
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S/W V CW HW
WITH A CELL CLASS OF 24448 AS IDENTIFIED IN ASTM D 1784.
WH -1
ELECTRIC
-
-
3/4"
3/4-
/4HEATING
AO SMITH #DEL -20, 20 GALLON TANK TYPE ELECTRIC WATER HEATER, (1) ELEMENTS, 3000 WATT
SEWER AND VENT PIPE
WATER HEATER
FSW
(ABOVE AND BELOW
(HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL NO HUB COUPLINGS.
HW
ELEMENT AT 480 VOLT, SET AT 110'F. 15 GPH RECOVERY CAPACITIES 0 90' RISE
WHA -1
WATER HAMMER
_
TYPE 'M' COPPER WITH 95/5 SILVER SOLDER JOINT FITTINGS. INSULATE CONDENSATE PIPING WITH 1/2" ARMAFLEX
LINE
PIPE AND INDIRECT
PPP, INC. SERIES SC, FULLY MECHANICAL WATER HAMMER ARRESTER SIZED AND LOCATED PER
G
ARRESTER
GAS, NATURAL OR PROPANE
_
SIZED
_
THE MANUFACTURER SPECIFICATIONS.
DN.
EXPANSION
_
_
3/4"
_
WATTS REGULATOR DETA-5, WITH STEEL BODY AND BUTYL RUBBER DIAPHRAGM FOR 3.5 GALLONS
FLOOR CLEANOUT
TANK
DCO
DOUBLE CLEANOUT
I
CO
CAPACITY/ 2.1 GALLONS ACCEPTANCE, 40 PSI FACTORY PRE -CHARGED.
MXV-1
MIXING
SHUT-OFF VALVE
NO
1/2"
1/2"
REGULATORG 'NG WITH BRASS BODY AND
LFMMV UNDER IRESISTANTOENCL
INTEGRAL
SOV
VALVE
i
C.V.
CHECK VALVE
13.
M UNTINHOLES, TAMPER SURESTATIC VALVE,
BALANCING VALVE
-III--
U
UNION
D�
P.V.
PPP, INC. ;SPR -500 "PRIME RITE" TRAP PRIMER, BRONZE CONSTRUCTION WITH VACUUM PORTS,
SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE
SOC
SHUT-OFF COCK (GAS)
EAAV
EARTHQUAKE ACTUATED AUTOMATIC VALVE (GAS)
ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO RECEPTOR. PROVIDE DISTRIBUTION UNIT AS
TP -1
TRAP PRIMER
-
-
1/2"
_
REQUIRED FOR SUPPLY TO MULTIPLE DRAINS. INSTALL VALVE RECESSED IN WALL A MINIMUM
POINT OF CONNECTION
16.
T P
&
TEMPERATURE & PRESSURE RELIEF VALVE
u
®
VTR
12" AFF, PROVIDE ACCESS PANEL.
NOTE:
FOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS,
WATTS OR APPROVED EQUIVALENT WITH PISTON & 0 -RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 & ANSI
#A112.26.1 M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE
WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES
SHOWN ABOVE. PROVIDE ACCESSIBILITY WHERE REQUIRED BY LOCAL CODE.
WATER HAMMER ARRESTOR DETAIL I 3
SCALE: NONE
-RISER (LENGTH
AS REQUIRED)
45' WYE PLUG IF END
FITTING (TYP) OF LINE (TYP)
FLOW
CLEANOUT DETAILS 4
SCALE: NONE
SYMBOL
k
{ z
a✓
h �5.
SAN
e
r� x £ .a
r L
GW
Y b $
�
- - V - -
V
VENT
1 •
WATER PIPE (ABOVE
FLOW GUARD CTS CPVC PIPE AND FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID CPVC VINYL COMPOUNDS
ST
GROUND)
WITH A CELL CLASS OF 24448 AS IDENTIFIED IN ASTM D 1784.
2•
WATER PIPE (BELOW
SIMILAR MATERIAL TO ABOVE GROUND PIPING. NO JOINTS OR UNIONS SHALL BE INSTALLED BELOW THE BUILDING SLAB.
FW
GROUND)
FILTERED WATER
3.
SEWER AND VENT PIPE
BELOW AND ABOVE GRADE DWV SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPING. INSIDE BUILDING SERVICE WEIGHT
FSW
(ABOVE AND BELOW
(HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL NO HUB COUPLINGS.
HW
GRADE)
HOT WATER
4.
CONDENSATE DRAIN
TYPE 'M' COPPER WITH 95/5 SILVER SOLDER JOINT FITTINGS. INSULATE CONDENSATE PIPING WITH 1/2" ARMAFLEX
RCL
PIPE AND INDIRECT
CLOSED CELL PIPE INSULATION WITH SELF SEALING ADHESIVE JOINTS, OR EQUIVALENT.
G
DRAINAGE PIPE
GAS, NATURAL OR PROPANE
0
(INTERIOR TO BUILDING)
PIPE UP
SYMBOL
ABBREV.
DESCRIPTION
SAN
S OR W
SOIL OR WASTE (BELOW GRADE)
- -GW- -
GW
GREASE WASTE
- - V - -
V
VENT
CD
CD
CONDENSATE DRAIN
ST
ST
STORM DRAIN
CW
CW
COLD WATER
FW
FW
FILTERED WATER
SW
SW
SOFTENED WATER
FSW
FSW
FIRE SERVICE WATER
HW
HW
HOT WATER
HWR
HWR
HOT WATER RETURN
RCL
RCL
RECLAIMED HEAT WATER
G
G
GAS, NATURAL OR PROPANE
0
UP
PIPE UP
ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO
DN.
TEE DOWN
C
DN.
PIPE DOWN
�---
FCO
FLOOR CLEANOUT
low
DCO
DOUBLE CLEANOUT
I
CO
CLEANOUT, WALL OR PIPE
SOV
SHUT-OFF VALVE
NO
SOV
SHUT-OFF VALVE, NORMALLY OPEN
NC
SOV
SHUT-OFF VALVE, NORMALLY CLOSED
i
C.V.
CHECK VALVE
13.
B.V.
BALANCING VALVE
-III--
U
UNION
D�
P.V.
MECHANICAL PLUG VALVE (GAS)
SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE
SOC
SHUT-OFF COCK (GAS)
EAAV
EARTHQUAKE ACTUATED AUTOMATIC VALVE (GAS)
ALL WATER PIPING TO BE INSULATED AS PER THE INTERNATIONAL PLUMBING CODE
S.V.
ELECTRIC SOLENOID VALVE (GAS)
R
P.R.
PRESSURE REGULATOR (GAS)
di
POC
POINT OF CONNECTION
16.
T P
&
TEMPERATURE & PRESSURE RELIEF VALVE
u
®
VTR
VENT TO ROOF
®
HD
HUB DRAIN
ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS
FD
FLOOR DRAIN (COORDINATE GRATE REQS)
FS
FLOOR SINK (COORDINATE GRATE REQS)
ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY
RP
RECIRCULATION PUMP
-�{ I
HB
HOSE BIBB
ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS CONNECTED SUPPLY LINE UNLESS
KEC
KITCHEN EQUIPMENT CONTRACTOR
20.
BTUH
BRITISH THERMAL UNITS PER HOUR
PRIOR TO EQUIPMENT CONNECTIONS.
MBH
BTUH X 1000
CFH
CUBIC FEET PER HOUR (1 MBH = 1 CFH)
PROVIDE ACCESSIBLE WATER SUPPLY STOP VALVE(S) AT EACH FIXTURE.
(E)
EXISTING
I.E.
INVERT ELEVATION
ALL UNDERGROUND METALLIC PIPE AND FITTINGS SHALL BE PROTECTED IN
CONN
CONNECTION
FU
FIXTURE UNITS
CONCRETE FOOTINGS.
GPM
GALLONS PER MINUTE
GPH
GALLONS PER HOUR
START OF WORK.
HP
HORSEPOWER
PSI
POUNDS PER SQUARE INCH
UTILITY CONTRACTOR/ REPRESENTATIVE.
AP
ACCESS PANEL
W/
WITH
FLOOR TO PROVIDE CLEARANCE FOR CLEANING.
FLR
FLOOR
CLG
CEILING
SHALL UTILIZE CORE DRILLING EQUIPMENT. COORDINATE WITH ARCHITECTURAL
ABN
ABOVE
30.
(E)
EXISTING
MATERIALS, RODS AND CLAMPS AS REQUIRED FOR COORDINATION WITH WORK OF
UG
UNDERGROUND
31.
DN
DOWN
BE COORDINATED WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER
CONT.
CONTINUE
TYP.
TYPICAL
NO LIQUID TRANSMISSION PLUMBING PIPING SHALL BE INSTALLED ABOVE ELECTRICAL
FOH
FRONT OF HOUSE
BOH
BACK OF HOUSE
WHENEVER FOUNDATION WALLS, EXTERIOR WALLS, ROOFS, ETC. ARE PENETRATED FOR
A.D.A.
AMERICAN DISABILITIES ACT
A.F.F.
ABOVE FINISH FLOOR
EXPOSED PIPING IN THE GUEST AREAS SHALL BE PAINTED TO MATCH THE WALL
B.F.F.
BELOW FINISH FLOOR
�-
v £ f ` ' N". 3 � � k as .`, � •�Y-�' 1, ks�'�s,' an�. ,k.. _. t fir 5 sl k $ ,�".� �N$'�r" � � ��`�� '�..
1. TEST INSTALLED WATER PIPING AT 100 PSI FOR A PERIOD OF 8 HOURS,
OBSERVING FOR ANY VISIBLE LEAKS. TEST PIPING AGAIN WITH FIXTURES INSTALLED.
2.
CHLORINATE ALL WATER PIPING FOR A PERIOD OF 8 HRS, BY CHARGING WITH A
OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THIS INFORMATION
HYPOCHLORINATE SOLU11ON TO ACHIEVE A 5 PPM STRENGTH AT THE FIXTURE
2.
FURTHEST FROM THE POINT OF APPLICATION. UPON COMPLETION OF THE
CHLORINATION, FLUSH ALL PIPING UNTIL NO CHLORINE CAN BE DETECTED BY
3.
TASTE. CLEAN ALL STRAINERS AND SET WATER FLOWS FROM FIXTURES IN
ACCORDANCE WITH MANUFACTURER AND LOCAL REQUIREMENTS.
3.
TEST INSTALLED GAS PIPING AT 60 PSI FOR A PERIOD OF 2 HRS, USING SOAP
AND WATER OBSERVING FOR ANY VISIBLE LEAKS AT ALL JOINTS.
4.
TEST INSTALLED WASTE AND VENT PIPING FOR A PERIOD OF 8 HRS, BY CAPPING
5.
OR PLUGGING ALL JOINTS TO A LEVEL OF THE HIGHEST FIXTURE OR FITTING. FILL
J
LL
THE SYSTEM WITH WATER AND OBSERVE FOR ANY LEAKS.
ARCHITECT
ro
x ..
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
WWWpliasezarcidesignmci t1
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
r
1. NOTE: FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE
ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT
ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE
OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THIS INFORMATION
PRIOR TO ORDERING, FABRICATING OR INSTALLING ANY MATERIALS.
2.
THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO
ALL FEDERAL, STATE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION.
3.
PLUMBING QUALITY, WEIGHTS OF MATERIALS AND ALTERNATE METHODS OF
CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL PLUMBING CODE
4.
CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND
SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID
AND INSTALLATION OF SYSTEM.
5.
CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR
J
LL
SERVICE AND CONNECTIONS AND SHALL PAY FOR ALL FEES, CHARGES, PERMITS AND
METERS.
6.
THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR
(INCLUDING THE COMPLETE PLUMBING SYSTEM) FOR A PERIOD OF ONE YEAR FROM
=O
W
WRITTEN ACCEPTANCE BY THE TENANT. ANY DEFECTS IN MATERIALS AND OR LABOR
FOUND WITHIN THE GUARANTEE PERIOD SHALL BE REMEDIED OR REPAIRED BY THIS
Z
Q
0
CONTRACTOR IN A TIMELY FASHION, AT NO COST TO THE TENANT.
7•
ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES ETC.) ARE
DIAGRAMMATIC. CONTRACTOR SHALL. REFER TO FOOD SERVICE AND ARCHITECTURAL
o
DRAWINGS FOR EXACT PLACEMENT AND MOUNTING HEIGHTS.
8.
ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION.
9.
CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE
HIMSELF WITH EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE
CONTRACTOR HAS VISITED THE SITE.
10.
PIPING SHALL BE INSTALLED PARALLEL TO BUILDING LINES AND SUPPORTED AND
ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. THE
INSTALLATION SHALL MEET ALL CONSTRUCTION CONDITIONS AND ALLOW FOR THE
INSTALLATION OF OTHER TRADES.
11 •
SUPPORT PIPING WITH CLEVIS OR SPLIT RING TYPE PIPE HANGERS WITH 3/8" ALL
THREAD ROD AND BEAM CLAMPS. "PLUMBERS TAPE AND WIRE" NOT PERMITTED.
12.
ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT
SHOWN IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS SHALL BE INSTALLED
BEHIND AN ACCESS PANEL.
13.
ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITH THE
INTERNATIONAL PLUMBING CODE REQUIREMENTS.
14.
ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED THROUGH CURBS
OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND
SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE
BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT
PENETRATIONS REQUIRED FOR POWER.
15.
ALL WATER PIPING TO BE INSULATED AS PER THE INTERNATIONAL PLUMBING CODE
REQUIREMENTS:
PIPE SIZEINSULATION THICKNESS INSULATION VALUE
1M R= 4.0
1 2N THRU 1 1/4-
1-1/2" THRU 2"1 1/2" R = 6.0
16.
CONTRACTOR SHALL PROVIDE: FAUCETS, TRAPS, STOPS, BALL VALVES, BACKFLOW
DEVICES FOR KITCHEN EQUIP. GASCOCKS, WATER HAMMER ARRESTORS, CLEANOUT
COVERS AND INDIRECT WASTE TO AN APPROVED RECEPTOR AND ALL NECESSARY
TRIM FOR A COMPLETELY CONNECTED PLUMBING SYSTEM.
17.
ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS
PER CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT
LOCATIONS WITH EQUIPMENT, MILLWORK, ETC., PRIOR TO INSTALLATION.
18.
ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY
VERTICAL SURFACE AND 10'-0" FROM OR 3'-0" ABOVE ANY MECHANICAL
EQUIPMENT OUTSIDE AIR INTAKE.
19.
ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS CONNECTED SUPPLY LINE UNLESS
OTHERWISE NOTED ON DRAWINGS.
20.
UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW-TYPE VALVE AND
PRIOR TO EQUIPMENT CONNECTIONS.
21.
PIPING SHALL BE INSTALLED COMPLETE WITH DIELECTRIC UNIONS BETWEEN
CONNECTIONS OF NON-FERROUS MATERIALS.
22•
PROVIDE ACCESSIBLE WATER SUPPLY STOP VALVE(S) AT EACH FIXTURE.
23.
PROVIDE A LINE SIZED PRESSURE REDUCING VALVE AT THE BUILDING SERVICE
CONNECTION SHOULD THE SUPPLY PRESSURE EXCEED 80 PSI.
24.
ALL UNDERGROUND METALLIC PIPE AND FITTINGS SHALL BE PROTECTED IN
ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS.
PIPING SHALL BE DIR T Y M DDD IN CONCRETE MASONRY WALLS OR 0 ECL E BE E
CONCRETE FOOTINGS.
26.
THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS
OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO
START OF WORK.
27.
VERIFY EXACT LOCATIONS, DEPTH AND SIZE OF ALL PIPING TO WHICH CONNECTIONS
ARE REQUIRED. COORDINATE ALL CONNECTIONS WITH SITE CONDITIONS AND SITE
UTILITY CONTRACTOR/ REPRESENTATIVE.
28.
ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE
RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE
FLOOR TO PROVIDE CLEARANCE FOR CLEANING.
29•
ALL CUTTING OF EXISTING PAVING, WALKS AND/OR FLOORS SHALL UTILIZE MACHINE
SAW CUTTING EQUIPMENT. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS
SHALL UTILIZE CORE DRILLING EQUIPMENT. COORDINATE WITH ARCHITECTURAL
DETAILS FOR FLOOR CUTTING AND PATCHING.
30.
THE PLUMBING CONTRACTOR IS TO PROVIDE ALL ADDITIONAL STEEL, HANGER
MATERIALS, RODS AND CLAMPS AS REQUIRED FOR COORDINATION WITH WORK OF
OTHER TRADES.
31.
PIPING LAYOUT IS SCHEMATIC ONLY, EXACT ROUTING AND INSTALLATION OF PIPES TO
BE COORDINATED WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER
CONTRACTORS. NO WATER OR DRAIN LINES ARE PERMITTED TO BE INSTALLED OVER
OR UNDER ELECTRICAL PANELS.
32.
NO LIQUID TRANSMISSION PLUMBING PIPING SHALL BE INSTALLED ABOVE ELECTRICAL
SWITCH GEAR, EQUIPMENT, OR PANELS. MAKE ADJUSTMENTS NECESSARY TO
REROUTE PIPING FOR ACTUAL INSTALLATION OF ELECTRIC EQUIPMENT.
33.
WHENEVER FOUNDATION WALLS, EXTERIOR WALLS, ROOFS, ETC. ARE PENETRATED FOR
THE INSTALLATION OF PLUMBING SYSTEMS, THEY SHALL BE PATCHED TO MATCH
EXISTING CONSTRUCTION AND SEALED WEATHER TIGHT.
34.
EXPOSED PIPING IN THE GUEST AREAS SHALL BE PAINTED TO MATCH THE WALL
COLOR. EXPOSED GAS PIPING IN THE KITCHEN SHALL BE PAINTED WHITE.
35.
DURING THE PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF ALL
CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD DRAWING SHALL SHOW
CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERIALS, SIZES,
LOCATIONS AND HOOK-UP POINTS. AS-BUILTS SHALL BE GIVEN TO OWNER'S
CONSTRUCTION MANAGER AT COMPLETION OF JOB.
36.
UPON COMPLETION OF JOB, THIS CONTRACTOR SHALL INSPECT ALL EXPOSED
PORTIONS OF THE PLUMBING INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED
LABELS, SOIL., MARKINGS AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND
THOSE REQUIRED BY LAW.
37.
PLUMBING CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF STORE
TURNOVER.
38•
PLUMBING CONTRACTOR SHALL PROVIDE MANUFACTURER'S OPERATION LITERATURE
FOR ALL INSTALLED EQUIPMENT AND FIXTURES AT THE DATE OF STORE TURNOVER.
ARCHITECT
ro
x ..
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
WWWpliasezarcidesignmci t1
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
I REV I DATE I DESCRIPTION I COMMENTS I
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: --
CHECKED BY: --
PROJECT NUMBER 2118015
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
PLUMBING
SCHEDULES &
DETAILS
DRAWING NO.
P201
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I REV I DATE I DESCRIPTION I COMMENTS I
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: --
CHECKED BY: --
PROJECT NUMBER 2118015
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
PLUMBING
SCHEDULES &
DETAILS
DRAWING NO.
P201
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ARCHITECT
ECT
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www#msez IDdesign.com
A.
ALL OUTDOOR AIR INTAKES BY MECHANICAL EQUIPMENT SHALL HAVE A
MINIMUM 10'-0" HORIZONTAL CLEARANCE FROM THE DISCHARGE OF ANY
EXHAUST FAN, COMBUSTION EXHAUST OR PLUMBING VENT.
B.
PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE DUCT/ PIPING
CONNECTIONS TO ALL MOVING MACHINERY NOT INTERNALLY ISOLATED.
C.
ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
I
D.
THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER
LOCATIONS WITH LIGHT FIXTURES AS WELL AS SPRINKLER PIPING AND HEADS
(WHERE INCLUDED IN THE PROJECT) FOR A COMPLETE INSTALLATION.
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
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E.
LOCATIONS FOR THERMOSTATS AND REMOTE SENSORS SHALL BE FIELD
COORDINATED TO AVOID INTERFERENCE WITH WALL -MOUNTED DECOR OR
PROXIMITY TO HEAT PRODUCING EQUIPMENT.
F.
ALL HVAC AND RESTROOM EXHAUST DUCTWORK SHALL BE INSTALLED AS
HIGH AS POSSIBLE UNDER THE ROOF STRUCTURE.
ELECTRICAL ENGINEER
DON PENN A BLVD.nHc eHatNeeR
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.28581 F 817.251.8411
G.
ALL RECTANGULAR, ROUND, AND FLEXIBLE DUCTWORK SHALL BE SIZED
AS SHOWN ON THESE DRAWINGS; AND SHALL BE FABRICATED AND
INSTALLED ACCORDING TO THE MOST RECENTLY PUBLISHED SMACNA
STANDARDS. ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY
FASTENED & SEALED BY APPROVED METHODS.
H.
ANY FLEXIBLE DUCTS SHALL BE INSTALLED IN CONCEALED SPACES ONLY.
THE MAXIMUM ALLOWABLE LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".
ALL FLEXIBLE DUCTS SHALL BE CONNECTED TO BRANCH RUNS AND
FITTINGS WITH A PANDUIT-TYPE BAND, AND SHALL NOT BE ATTACHED
DIRECTLY TO THE AIR DEVICE COLLAR.
I.
SUPPLY RETURN RESTROOM EXHAUST DUCT CONSTRUCTION SHALL BE
GALVANIZED STEEL. GAUGES, SWAY BRACING AND SUSPENSION SHALL
CONFORM TO SMACNA STANDARDS. SEAL ALL SEAMS AND JOINTS AIR AND
WATERTIGHT. FLEXIBLE ALUMINUM DUCTWORK OR FIBERGLASS DUCTBOARD
IS NOT ALLOWED (UNO).
I
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1
9
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t (TYP)
- I
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(TYP) II
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(TYP)o
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2A
FLORIDA ENGINEER NO. 0051096 (MECH)
J.
THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING
THE AIR FILTERS AT THE AIR HANDLERS AND ROOFTOP UNITS WITH
PLEATED MERV 8 THROW AWAY TYPE AIR FILTERS AT THE COMPLETION
OF CONSTRUCTION AND PRIOR TO AIR BALANCE AND STORE TURNOVER.
—
MECHANICAL s PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING TX 75038
PHONE: (972) 870-1288
AT THE START OF CONSTRUCTION THE MECHANICAL CONTRACTOR SHALL
FIELD VERIFY THE VERTICAL CLEARANCE REQUIRED FOR INSTALLATION OF
Q
EQUIPMENT AND DUCTWORK IN COORDINATION WITH EXISTING CONDITIONS,
INCLUDING ROOF STRUCTURE, AND PROVIDE DIRECTION TO THE GENERAL
CONTRACTOR FOR FINISHED CEILING HEIGHTS AND ROOF OPENINGS. ANY
REQUIRED DEVIATION FROM THE HEIGHTS SHOWN IN THE ARCHITECTURAL
CEILING PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
AND TENANT'S CONSTRUCTION MANAGER.
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
1.
EXISTING SUPPLY AND RETURN DROPS TO REMAIN. PROVIDE CONCENTRIC
DIFFUSER RUSKIN MODEL CDS-18 (OR SIMILAR.) BOTTOM OF DIFFUSER
SHALL BE A MINIMUM OF 19'-0" ABOVE EXISTING SLAB UNLESS NOTED
OTHERWISE. CONTACT ENGINEER IMMEDIATELY FOR DIRECTION IF THIS
MINIMUM HEIGHT CAN NOT BE MET.
2.
EXISTING SUPPLY AND RETURN DROPS TO REMAIN. VERIFY EXISTING
SUPPLY AIR DRUM. CLEAN AND PAINT TO MATCH ROOF DECK. ALL NEW
AND EXISTING DUCTWORK MUST BE A MINIMUM OF 19'-0" ABOVE
EXISTING SLAB UNLESS NOTED OTHERWISE. CONTACT ENGINEER
IMMEDIATELY FOR DIRECTION IF THIS MINIMUM HEIGHT CAN NOT BE MET.
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3.
EXISTING RETURN AIR DROP FROM RTU AND RETURN AIR PLENUM TO
REMAIN. COVER RETURN AIR OPENING WITH 1 /4"X 1 /4" WIRE MESH
SCREEN AND PAINT BLACK ON THE INSIDE FOR LINE -OF -SIGHT.
4,
WALL MOUNTED REMOTE ZONE TEMPERATURE SENSOR SHALL BE MOUNTED
AT 72- AFF AND WIRED BACK TO RESPECTIVE PROGRAMMABLE
THERMOSTAT BEHIND FRONT DESK. COORDINATE PLACEMENT WITH WALL
DECOR AND EQUIPMENT. FIELD VERIFY WITH THE OWNER'S
REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION.
5.
PROGRAMMABLE THERMOSTATS BEHIND FRONT DESK TO BE MOUNTED AT
72" AFF AND VERTICALLY STACKED AND CLEARLY LABELED. VERIFY
PLACEMENT WITH ARCHITECTURAL FLOOR PLAN AND INTERIOR ELEVATIONS.
6.
TURN DOWN SUPPLY AIR DUCT AND ROUTE BELOW STORAGE PLATFORM.
COORDINATE WITH ARCHITECTURAL PLANS AND ELEVATIONS TO AVOID
CONFLICTS. PROVIDE OFFSETS AND FITTINGS AS NECESSARY.
7.
PROVIDE CEILING MOUNTED EXHAUST GRILLE AND ATTACH TO NEW
EXHAUST MAIN. EXTEND THE 12X12 RESTROOM EXHAUST RISER UP TO
ROOF MOUNTED EXHAUST FAN. FIELD VERIFY ANY REQUIRED TRANSITIONS
OR OFFSETS OF EXHAUST DUCT FROM ROOF.
8.
NEW EXPOSED RIGID DUCTWORK SHALL BE COATED WITH PAINT PRIMER
FOR FINAL PAINTING BY THE GC. VERIFY EXACT COLOR WITH ARCHITECT.
9.
NEW TRANSFER OPENING ABOVE CEILING FOR RETURN AIR PATH. PROVIDE
SURFACE MOUNTED GRILLE SIZED AS SHOWN. MOUNT GRILLE AS HIGH ON
WALL AS POSSIBLE.
10.
EXISTING SMOKE DETECTOR IN SUPPLY AND RETURN DUCTS CAPABLE OF
SHUTTING DOWN THE NIT UPON DETECTION OF SMOKE IN THE
u
AIRSTREAM TO REMAIN.
i
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12X8
DD
I
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S RTU -7
[}
24X 10
L✓ - _
- - S
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(TYP)
��j
18x6 RTU -9o
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Ex CR
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12X8 f,
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DD
I 250
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X00
16X14
1ox10
TR
r�
(E)RTU-1
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CR TR 9
(TYP 3) (TYP 3)
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300
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REVISIONS
REV DATE DESCRIPTION / COMMENTS
o w
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r
EG 7
7
75
CD
SEAL
50
1/1
6"0
CD
150
(TYP 6)
10"o
CD
300
(TYP 2)
10"o 8„0
EG CD
300 7 200
(TYP 2) (TYP 2)
( f
MECHANICAL PLAN - GROUND FLOOR
1/8"=V-0”
ISSUED FOR: PERMIT - BID
16X14
18X6
18X6
ISSUED DATE: 04.04.2018
DRAWN BY: -
I• _ _ I TR 9 I TR 9 I
I
CHECKED BY: —
PROJECT NUMBER: 2118015
(E)RTU-10
12X10 10X10
CopyrpM (c) by Phase Zero Design Corp. AN Rph„ Reserved.
DRAWING NAME
0 0 x
I I
12x6 �
�...z1�I
I
-
3 1 I
DD
200
(TYP 3)
I
MECHANICAL
PLAN
� 1
j
DRAWING NO.
M 101. �
_
MECHANICAL PLAN MEZZANINE
1/8"=1'41
2
MARK
PICTURE
FACE SIZE
TYPE
MOUNTING TYPE
MAXIMUM N.C.
DIRECTION
MANUFACTURER
MODEL
NOTES
JUMP AREA
RTU -3 THRU 7
200
0.0
SERVING
0
19857
0.30
5957
SEATING AREA/PARTY ROOMS
RTU -4,6
i
0.0
OFFICE RR
0
5608
0.30
1682
FRONT ENTRY
RTU -1
CD
w
24X24
SUPPLY
LAY -IN
30
4 -WAY
TITUS
OMNI
1,3,4
5.0
Y,.
15
176
0.06
11
LCA060H
LCA060H
LCA060H
LCA048H
LCA060H
LCA060H
z
TYPE
ELECTRIC
SUBTOTALS
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
55
ELECTRIC
ELECTRIC
7774
ELECTRIC
CUBIC FEET PER MINUTE
DOUBLE
TOTAL 0/A
REQUIRED
-
-
DD
CFM
SEE PLAN
SUPPLY
SURFACE
30
DEFLECTION
TITUS
30OFS
1,3,5
EG
-
24X24
EXHAUST
LAY -IN
30
1 -WAY
TITUS
355FL
1,3,6
TR
12.
SEE PLAN
RETURN
SURFACE
30
1 -WAY
TITUS
355FL
1,3
CR
-
24X24
RETURN
LAY -IN
30
1 -WAY
TITUS
8F
1,3
NOTES: (NOT ALL MAY APPLY)
1. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES AS REQUIRED FOR INTENDED INSTALLATION.
2. AIR DEVICE(S) SHALL HAVE MANUFACTURER APPLIED PRIMER FINISH SUITABLE FOR FINAL PAINT FINISH (BY OTHERS). REFER TO THE
ARCHITECTURAL DRAWINGS FOR COORDINATION.
3. AIR DEVICE(S) SHALL BE FACTORY FINISHED WHITE.
4. AIR DEVICE(S) SHALL BE INSTALLED WITH MANUFACTURER AVAILABLE MOLDED INSULATION BACKING. FIELD FABRICATED INSULATION
BACKING IS NOT ALLOWED (UNLESS FIRST APPROVED BY THE OWNER'S CONSTRUCTION MANAGER).
5. PROVIDE FIELD FABRICATED INSULATION ON ATTACHED PLENUM.
AREA SERVED
SERVED BY
VENTILATION (OCCUPANCY)
RTU -2E
VENTILATION (AREA)
(E)RTU-4
# OF PEOPLE CFM/PERSON
CFM
SQUARE FEET CFM/SF
CFM
JUMP AREA
RTU -3 THRU 7
200
0.0
SERVING
0
19857
0.30
5957
SEATING AREA/PARTY ROOMS
RTU -4,6
152
0.0
OFFICE RR
0
5608
0.30
1682
FRONT ENTRY
RTU -1
8
5.0
LENNOX
40
2065
0.06
124
LOUNGE/BREAK AREA
RTU -2
3
5.0
LCC180S
15
176
0.06
11
LCA060H
LCA060H
LCA060H
LCA048H
LCA060H
LCA060H
z
TYPE
ELECTRIC
SUBTOTALS
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
55
ELECTRIC
ELECTRIC
7774
ELECTRIC
CUBIC FEET PER MINUTE
OPERATING WEIGHT, LBS.
TOTAL 0/A
REQUIRED
-
-
7829
CFM
-
NOTES:
1. CALCULATIONS ARE BASED ON FMC TABLE 403.3.1.1
2. OUTDOOR AIR DEMAND IS: - 7829 CFM
OUTDOOR AIR PROVIDED IS: + 8000 CFM
------------------------------
OUTDOOR AIR DIFFERENCE IS: + 171 CFM
z l I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3
NOTES: (NOT ALL MAY APPLY)
1. RTU IS EXISTING TO REMAIN. FIELD VERIFY ALL SPECIFICATIONS SHOWN HERE AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
2. PROVIDE ANY REQUIRED SERVICE AND MAINTENANCE REPAIRS TO BRING THE UNIT TO A 'LIKE NEW' CONDITION. REPLACE ALL WORN PARTS, BELTS AND FILTERS. COMB OUT CONDENSER FINS, LUBRICATE SHEAVES, PULLEYS
AND OTHER MOVING PARTS.
3. FIELD VERIFY REFRIGERANT CHARGE AND FILL SYSTEM AS REQUIRED. IN THE EVENT THE SYSTEM IS EXTREMELY LOW, VACUUM AND CAPTURE THE EXISTING REFRIGERANT, IDENTIFY AND REPAIR LEAKS AS ENCOUNTERED.
MARK SERVICE CFM E.S.P. "WG RPM MOTOR VOLTS/ PH MANUFACTURER MODEL TYPE WEIGHT NOTES
EF -1 1 RESTROOMS 1 675 1 0.5 1 1550 0.125 1 120/1 1 LOREN COOK 101C15D I ROOF DOWNBLAST 1 25 1 1,2,3
NOTES: (NOT ALL MAY APPLY)
1. FAN SHALL BE FACTORY EQUIPPED WITH AN INDEPENDENT WEATHER PROOF DISCONNECT SWITCH IN SIGHT OF THE EQUIPMENT.
2. FAN SHALL RUN CONTINUOUSLY DURING HOURS OF OPERATION.
3. FAN SHALL BE FACTORY EQUIPPED WITH A GRAVITY BACKDRAFT DAMPER.
MARK
E RTU -1E
RTU -2E
RTU -3
(E)RTU-4
(E)RTU-5
(E)RTU-6
E RTU -7
E RTU -8
(E)RTU-9
(E)RTU-10
E RTU -11
SAD
SERVING
JUMP AREA
JUMP AREA
JUMP AREA
JUMP AREA
JUMP AREA
JUMP AREA
JUMP AREA
JUMP AREA
OFFICE RR
PARTY ROOMS
JUMP AREA
DEVICE
MANUFACTURER
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
LENNOX
MODEL NO.
LCC180S
LCC180S
LCC180S
LCC150S
LCA060H
LCA060H
LCA060H
LCA060H
LCA048H
LCA060H
LCA060H
z
TYPE
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
CUBIC FEET PER MINUTE
OPERATING WEIGHT, LBS.
-
-
-
-
-
-
-
-
-
-
-
OVER WHITE LAMINATE NAMEPLATE WITH 2" LETTERS VISIBLE ADJACENT TO
LENGTH, WIDTH, HEIGHT
-
-
-
-
-
-
-
-
-
-
-
12.
MINIMUM EER
-
-
-
-
-
-
-
-
-
-
-
INTERNALLY LINED AND PINNED WITH MINIMUM R-8, 1-1/2" INSULATION
DUCT. REFER TO
PLAN FOR SIZE
WITH VAPOR BARRIER PER THE 2017 FLORIDA MECHANICAL CODE WITH
LOCAL AMENDMENTS. INSULATION SHALL HAVE MAXIMUM RATINGS OF 25
FLAME SPREAD, 50 SMOKE DEVELOPED. REFER TO ARCHITECTURAL
II,
I
I III
ALL HVAC SUPPLY AND RETURN CONCEALED RIGID DUCTWORK TO BE
o
EXTERNALLY WRAPPED AND SECURED WITH MINIMUM R-8, 2" INSULATION
VOLTS PH HZ
460/3/60
460/3/67
460/3/67
460/3/67
460/3/65*
460/3/67
460/3/60
460/3/60
460/3/60
460/3/6U
460/3/60
ALL RECTANGULAR, ROUND, AND FLEXIBLE DUCTWORK SHALL BE SIZED AS
MCA (AMPS)
58
58
58
53
22
22
22
22
21
37
37
w
MOCP (AMPS)
60
60
60
60
25
25
25
25
25
40
40
w
��
,:= I= I- I
A FULL CERTIFIED MECHANICAL AIR TEST AND BALANCE REPORT SHALL BE
m
PERFORMED BY A CONTRACTOR APPROVED BY CLIENT AT THE GC'S
THE ROOF
CURB
21.
PER THE 2017 FLORIDA MECHANICAL CODE WITH LOCAL AMENDMENTS
WHEN REQUIRED, EACH SINGLE SYSTEM PROVIDING HEATING OR COOLING
FACTORY CURB WITH
SUPPLY AIR CFM
4800
4800
4800
4000
2000
2000
2000
2000
1600
2000
2000
r
OUTSIDE AIR CFM
1200
1200
1200
1000
500
500
500
500
400
500
500
0-2-7
ESP ("W.G.)
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
O
FAN RPM
811
811
811
910
1100
1100
1100
1100
1025
1100
1100
MOTOR HP
5
5
5
3
2
2
2
2
1.5
2
2
CONNECTION
(NP)
NOMINAL SIZE TONS
15.0
15.0
15.0
12.5
5.0
5.0
5.0
5.0
4.0
5.0
5.0
TOTAL CAPACITY (MBH)
178.8
178.8
178.8
140.1
61.5
61.5
61.5
61.5
48.1
61.5
61.5
z
SENSIBLE CAPACITY (MBH)
134.1
134.1
134.1
98.1
46.1
46.1
46.1
46.1
35.6
46.1
46.1
o
OUTSIDE AIR DB/WB, 'F.
94
94
94
94
94
94
94
94
94
94
94
ENTERING AIR DB/WB,-F.
80/67
80/67
80/67
80/67
80/67
80/67
80/67
80/67
80/67
80/67
80/67
SIZE AS AIR DEVICE FRAME.
DISCHARGE
RETURN AIR GRILL
HOLD DEPTH OFF SUPPLY
TYPE OF HEAT
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRICELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
z
HEATING INPUT (KW)
30
30
30
30
10
10
10
I
10
10
20
20
OUTSIDE AIR DB/WB, -F.
37
37
37
37
37
37
37
37
37
37
37
T
I FAVINr AIR nR /WR 'F
-
_
_
_
_
_
_
-
_
-
-
z l I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3 I 1_3
NOTES: (NOT ALL MAY APPLY)
1. RTU IS EXISTING TO REMAIN. FIELD VERIFY ALL SPECIFICATIONS SHOWN HERE AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
2. PROVIDE ANY REQUIRED SERVICE AND MAINTENANCE REPAIRS TO BRING THE UNIT TO A 'LIKE NEW' CONDITION. REPLACE ALL WORN PARTS, BELTS AND FILTERS. COMB OUT CONDENSER FINS, LUBRICATE SHEAVES, PULLEYS
AND OTHER MOVING PARTS.
3. FIELD VERIFY REFRIGERANT CHARGE AND FILL SYSTEM AS REQUIRED. IN THE EVENT THE SYSTEM IS EXTREMELY LOW, VACUUM AND CAPTURE THE EXISTING REFRIGERANT, IDENTIFY AND REPAIR LEAKS AS ENCOUNTERED.
MARK SERVICE CFM E.S.P. "WG RPM MOTOR VOLTS/ PH MANUFACTURER MODEL TYPE WEIGHT NOTES
EF -1 1 RESTROOMS 1 675 1 0.5 1 1550 0.125 1 120/1 1 LOREN COOK 101C15D I ROOF DOWNBLAST 1 25 1 1,2,3
NOTES: (NOT ALL MAY APPLY)
1. FAN SHALL BE FACTORY EQUIPPED WITH AN INDEPENDENT WEATHER PROOF DISCONNECT SWITCH IN SIGHT OF THE EQUIPMENT.
2. FAN SHALL RUN CONTINUOUSLY DURING HOURS OF OPERATION.
3. FAN SHALL BE FACTORY EQUIPPED WITH A GRAVITY BACKDRAFT DAMPER.
1" Mil
AND
MAIN
DUCT
1" MIN. ON TOP
AND BOTTOM
1/4 BRANCH
DUCT WIDTH,
BUT MIN. 4"
EQUAL TO REQ'D
BRANCH DUCT
DIMENSIONS
SUPPLY
AIRFLOW
BRANCH TAKE -OFF FITTING DETAIL 4
SCALE: NONE
TIE OFF TO RIGID ROUND DUCT JOINT
ROOF STRUCTURE SCREWED & SEALED
NYLON DRAW INSULATED SHEET METAL
BAND (TYP) SUPPLY DUCT, SEALED
METAL BAND PER SPECIFICATIONS
SUPPORT
o I
I
I: ?;
}
FLEX DUCT WITH 2"
EXTERNAL INSULATION
MAX. LENGTH 5'-0"
T -BAR TYPE/GYP
SUSPENDED CEILING
PROVIDE 1"
BLANKET
INSULATION
COVERING
AIR DEVICE
BACK
SUPPLY AIR
DIFFUSER
PROVIDE MANUFACTURER AVAILABLE
lensl
SAD
RISER - SUPPLY AIR DUCT
®
SAD
DROP - SUPPLY AIR DUCT
z
CR
OPPOSED BLADE DAMPER AIR BALANCING
/
CR
CEILING REGISTER BELOW DUCT - RETURN
RAD
RISER - RETURN AIR DUCT
z
RAD
DEVICE
®
CE
CEILING REGISTER - EXHAUST
SUBSTANTIAL COMPLETION.
CE
CEILING REGISTER BELOW DUCT - EXHAUST
ATTACH DIFFUSER BOOT TO
INSULATE BOOT WITH 1" DUCTLINER
GAS SERVICE (WHERE --\TRUNK
(L)
LINED DUCTWORK
VD
MANUAL VOLUME DAMPER
HELD TO A MINIMUM.
DUCT WITH POP
FLEXIBLE CONNECTION
SHOWN ON THE
LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHT FIXTURES
NEW DUCT
TAG
CFM
6.
AIR DEVICE DESIGNATION
QT
RIVETS OR SHEETMETAL
SEAL BOOT- CONNECTION AIRTIGHT
DRAWINGS)
SENS
REMOTE TEMPERATURE SENSOR
OS
SD
SMOKE DETECTOR
ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE
SCREWS
POINT OF CONNECTION
8.
ROOFTOP UNIT --\ELECTRICAL
CUBIC FEET PER MINUTE
MINIMUM 10'-0" HORIZONTAL CLEARANCE FROM THE DISCHARGE OF ANY
S/A
1
9•
DISCONNECT.
DO NOT INSTALL OVER
RETURN AIR
OCCUPIED HOURS. DURING NIGHT SET -BACK HOURS, THE HVAC UNITS
RIGID ROUND
RETURN AIR
OUTSIDE AIR
10.
E/A
;ii;;i, I121
I
OVER WHITE LAMINATE NAMEPLATE WITH 2" LETTERS VISIBLE ADJACENT TO
ROUTE
STATIC PRESSURE
11.
FOH
FRONT OF HOUSE
THE MAXIMUM ALLOWABLE LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".
BOH
BACK OF HOUSE
VIF
VERIFY IN FIELD
DIRECTLY TO THE AIR DEVICE COLLAR.
12.
SUPPLY, RETURN, RESTROOM EXHAUST DUCT CONSTRUCTION SHALL BE
GALVANIZED STEEL (UNO.) GAUGES, SWAY BRACING AND SUSPENSION
CONDENSATE
AIR AND WATERTIGHT. FLEXIBLE ALUMINUM DUCTWORK OR FIBERGLASS
CONDENSER COIL
DUCTBOARD IS NOT ALLOWED.
UNIT LABELS OR COILS
ALL HVAC SUPPLY AND RETURN EXPOSED RIGID DUCTWORK SHALL BE
INTERNALLY LINED AND PINNED WITH MINIMUM R-8, 1-1/2" INSULATION
DUCT. REFER TO
PLAN FOR SIZE
WITH VAPOR BARRIER PER THE 2017 FLORIDA MECHANICAL CODE WITH
LOCAL AMENDMENTS. INSULATION SHALL HAVE MAXIMUM RATINGS OF 25
FLAME SPREAD, 50 SMOKE DEVELOPED. REFER TO ARCHITECTURAL
II,
I
I III
ALL HVAC SUPPLY AND RETURN CONCEALED RIGID DUCTWORK TO BE
o
EXTERNALLY WRAPPED AND SECURED WITH MINIMUM R-8, 2" INSULATION
DISCHARGE
BACK THROUGH
LOCAL AMENDMENTS. INSULATION SHALL HAVE MAXIMUM RATINGS OF 25
FLAME SPREAD, 50 SMOKE DEVELOPED.
POWER AND
ALL PENETRATIONS IN FIRE RATED WALL ASSEMBLIES SHALL BE SEALED
FIELD FABRICATED RETURN
WITH UL LISTED FIRE STOPPING MATERIAL.
16.
ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
17.
ALL RECTANGULAR, ROUND, AND FLEXIBLE DUCTWORK SHALL BE SIZED AS
SHOWN ON THESE DRAWINGS; AND SHALL BE FABRICATED AND INSTALLED
ACCORDING TO THE MOST RECENTLY PUBLISHED SMACNA STANDARDS.
1
I
i ;
I-:
SEALED BY APPROVED METHODS.
18.
THERMOSTAT(S) SHALL BE LOCATED AT 54" A.F.F. EXACT LOCATIONS
SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH
WALL -MOUNTED WORK OR PROXIMITY TO HEAT PRODUCING EQUIPMENT.
19•
CONTROL SERVICES
PLENUM, CONSTRUCTED
WITH THE HOOD AND FAN PACKAGE. VERIFY REQUIREMENTS FOR THE
ROOF CURBS WITH THE EQUIPMENT SUPPLIER. THE GENERAL CONTRACTOR
SHALL FLASH ROOF CURBS AND SHIM DEAD LEVEL. COORDINATE EXACT
®
®
SIZE AND LOCATION OF ROOF OPENINGS WITH THE STRUCTURAL FRAMING.
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A FULL CERTIFIED MECHANICAL AIR TEST AND BALANCE REPORT SHALL BE
m
PERFORMED BY A CONTRACTOR APPROVED BY CLIENT AT THE GC'S
THE ROOF
CURB
21.
PER THE 2017 FLORIDA MECHANICAL CODE WITH LOCAL AMENDMENTS
WHEN REQUIRED, EACH SINGLE SYSTEM PROVIDING HEATING OR COOLING
FACTORY CURB WITH
AIR IN EXCESS OF 2000 CUBIC FEET PER MINUTE SHALL BE EQUIPPED
OF 24 GA. SHEET METAL
WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL BE
ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR
MOVING EQUIPMENT DEVICES WHICH WILL DETECT PRODUCTS OF
Al
CODE, SHALL BE LABELED BY AN APPROVED AGENCY FOR AIR DUCT
I 1I11
li, 1 ;;
�.
II((I `���( I' dill
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a
A
SHALL BE SEPERATE FROM AND NOT CONNECTED TO THE LANDLORD'S
FIRE SPRINKLER AND ALARM SYSTEM.
22.
THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING
CANT STRIP, COUNTER
THE AIR FILTERS AT THE AIR HANDLING UNITS WITH PLEATED MERV 8
AND EXTERNALLY
THROW AWAY TYPE AIR FILTERS AT THE COMPLETION OF CONSTRUCTION
AND PRIOR TO AIR BALANCE AND STORE TURNOVER.
23.
MECHANICAL CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF
STORE TURNOVER.
li
O
ROOF
FLASHING, AND GASKET
INSULATED
FLEXIBLE DUT
SUPPLY AIR DUCT
ROOF DECK UNDER
CONNECTION
(NP)
UNIT TO REMAIN FOR
REFER TO MECHANICAL PLAN
SOUND CONTROL
FOR REFERENCED AIR DEVICE
RETURN AIR UCT
VERTICAL (DOWNFLOW)
EXCEPT DUCT
TYPE
DISCHARGE. FIELD
TI
PENETRATION.
SHEETMETAL OUTLET BOOT
COORDINATE DUCT ROUTING
SHALL BE FABRICATED SAME
FOR HORIZONTAL
SIZE AS AIR DEVICE FRAME.
DISCHARGE
RETURN AIR GRILL
HOLD DEPTH OFF SUPPLY
DUCT TO MINIMUM
INTERNALLY INSULATED RECTANGU
EXPOSED SUPPLY DUCT.
ROOFTOP UNIT DETAIL
CEILING MOUNTED RETURN AIR GRILLE
2
I
EXPOSED DUCT MOUNTED DIFFUSER DETAIL
3
SCALE: NONE
SCALE: NONE
SCALE: NONE
1" Mil
AND
MAIN
DUCT
1" MIN. ON TOP
AND BOTTOM
1/4 BRANCH
DUCT WIDTH,
BUT MIN. 4"
EQUAL TO REQ'D
BRANCH DUCT
DIMENSIONS
SUPPLY
AIRFLOW
BRANCH TAKE -OFF FITTING DETAIL 4
SCALE: NONE
TIE OFF TO RIGID ROUND DUCT JOINT
ROOF STRUCTURE SCREWED & SEALED
NYLON DRAW INSULATED SHEET METAL
BAND (TYP) SUPPLY DUCT, SEALED
METAL BAND PER SPECIFICATIONS
SUPPORT
o I
I
I: ?;
}
FLEX DUCT WITH 2"
EXTERNAL INSULATION
MAX. LENGTH 5'-0"
T -BAR TYPE/GYP
SUSPENDED CEILING
PROVIDE 1"
BLANKET
INSULATION
COVERING
AIR DEVICE
BACK
SUPPLY AIR
DIFFUSER
WITH ROUND NECK
CEILING MOUNTED SUPPLY AIR DIFFUSER DETAIL ( 5
SCALE: NONE
EXHAUST FAN
FACTORY R00
CURB TO BE
SHIMMED LEVEL.
INSTALL PERROOF DECK
MANUF. RECOM.
SHEET METAL RISER------' TRANSITION GRAVITY BACKDRAFT
FULL SIZE OF FAN DAMPER
OPENING
SHEET METAL EXHAUST
SUPPORT DUCT RISE DUCT RISER. -
WITH ALL THREAD RE: PLANS FOR SIZE
SUPPORT RODS. A
/_ CEILING
RESTROOM DOWNBLAST EXHAUST FAN DETAIL ( 6
SCALE: NONE
SYMBOL
ABBR.
DESCRIPTION
®
CD
CEILING DIFFUSER - SUPPLY
EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR
CD
CEILING DIFFUSER BELOW DUCT - SUPPLY
lensl
SAD
RISER - SUPPLY AIR DUCT
®
SAD
DROP - SUPPLY AIR DUCT
z
CR
CEILING REGISTER - RETURN
/
CR
CEILING REGISTER BELOW DUCT - RETURN
RAD
RISER - RETURN AIR DUCT
z
RAD
DROP - RETURN AIR DUCT
®
CE
CEILING REGISTER - EXHAUST
SUBSTANTIAL COMPLETION.
CE
CEILING REGISTER BELOW DUCT - EXHAUST
EAD
RISER - EXHAUST AIR
DUCT
PENETRATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS,
(L)
LINED DUCTWORK
VD
MANUAL VOLUME DAMPER
HELD TO A MINIMUM.
FC
FLEXIBLE CONNECTION
LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHT FIXTURES
NEW DUCT
TAG
CFM
6.
AIR DEVICE DESIGNATION
QT
TSTAT
PROGRAMMABLE THERMOSTAT
(3)
SENS
REMOTE TEMPERATURE SENSOR
OS
SD
SMOKE DETECTOR
ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE
POC
POINT OF CONNECTION
8.
CFM
CUBIC FEET PER MINUTE
MINIMUM 10'-0" HORIZONTAL CLEARANCE FROM THE DISCHARGE OF ANY
S/A
SUPPLY AIR
9•
R/A
RETURN AIR
OCCUPIED HOURS. DURING NIGHT SET -BACK HOURS, THE HVAC UNITS
0/A
OUTSIDE AIR
10.
E/A
EXHAUST AIR
OVER WHITE LAMINATE NAMEPLATE WITH 2" LETTERS VISIBLE ADJACENT TO
S.P.
STATIC PRESSURE
11.
FOH
FRONT OF HOUSE
THE MAXIMUM ALLOWABLE LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".
BOH
BACK OF HOUSE
VIF
VERIFY IN FIELD
NOTES
1.
FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE
ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF
EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR
SHALL MAKE USE OF ALL DATA THROUGHOUT THE CONTRACT DOCUMENTS
AND VERIFY THIS INFORMATION PRIOR TO ORDERING, FABRICATING OR
INSTALLING ANY MATERIALS.
2.
THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND
COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR
THE COMPLETION AND COORDINATION OF THE COMPLETE PROJECT.
3.
THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING
ALL WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. PROVIDE
WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND/OR LABOR, AT
NO COST TO TENANT, FOR A PERIOD OF ONE YEAR FROM DATE OF
ACCEPTANCE BY THE OWNER. WARRANTIES SHALL BEGIN ON THE DATE OF
SUBSTANTIAL COMPLETION.
4.
THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL
CONTRACTOR AND OTHER TRADES ALL REQUIRED OPENINGS AND
PENETRATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS,
WALLS AND ROOF SHALL BE CONSTRUCTED INTO THE STRUCTURE WITH
THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE
HELD TO A MINIMUM.
5.
THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER
LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHT FIXTURES
AS REQUIRED FOR A COMPLETE INSTALLATION.
6.
PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE DUCT/ PIPING
CONNECTIONS TO ALL MOVING MACHINERY NOT INTERNALLY ISOLATED.
7.
ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED THROUGH
CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE
CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR.
ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE
ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED FOR POWER.
8.
ALL OUTDOOR AIR INTAKES BY MECHANICAL EQUIPMENT SHALL HAVE A
MINIMUM 10'-0" HORIZONTAL CLEARANCE FROM THE DISCHARGE OF ANY
EXHAUST FAN, COMBUSTION EXHAUST OR PLUMBING VENT.
9•
HVAC UNITS SHALL BE SET TO RUN IN "FAN CONTINUOUS" MODE DURING
OCCUPIED HOURS. DURING NIGHT SET -BACK HOURS, THE HVAC UNITS
SHALL RUN IN "FAN AUTO" MODE.
10.
MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL 4" HIGH BLACK
OVER WHITE LAMINATE NAMEPLATE WITH 2" LETTERS VISIBLE ADJACENT TO
DISCONNECT SWITCH FOR HVAC UNITS AND FANS.
11.
ANY FLEXIBLE DUCTS SHALL BE INSTALLED IN CONCEALED SPACES ONLY.
THE MAXIMUM ALLOWABLE LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".
ALL FLEXIBLE DUCTS SHALL BE CONNECTED TO BRANCH RUNS AND
FITTINGS WITH A PANDUIT-TYPE BAND, AND SHALL NOT BE ATTACHED
DIRECTLY TO THE AIR DEVICE COLLAR.
12.
SUPPLY, RETURN, RESTROOM EXHAUST DUCT CONSTRUCTION SHALL BE
GALVANIZED STEEL (UNO.) GAUGES, SWAY BRACING AND SUSPENSION
SHALL CONFORM TO SMACNA STANDARDS. SEAL ALL SEAMS AND JOINTS
AIR AND WATERTIGHT. FLEXIBLE ALUMINUM DUCTWORK OR FIBERGLASS
DUCTBOARD IS NOT ALLOWED.
13.
ALL HVAC SUPPLY AND RETURN EXPOSED RIGID DUCTWORK SHALL BE
INTERNALLY LINED AND PINNED WITH MINIMUM R-8, 1-1/2" INSULATION
WITH VAPOR BARRIER PER THE 2017 FLORIDA MECHANICAL CODE WITH
LOCAL AMENDMENTS. INSULATION SHALL HAVE MAXIMUM RATINGS OF 25
FLAME SPREAD, 50 SMOKE DEVELOPED. REFER TO ARCHITECTURAL
DRAWINGS FOR DUCT PAINT OR COLOR SPECIFICATION
14.
ALL HVAC SUPPLY AND RETURN CONCEALED RIGID DUCTWORK TO BE
EXTERNALLY WRAPPED AND SECURED WITH MINIMUM R-8, 2" INSULATION
WITH VAPOR BARRIER PER THE 2017 FLORIDA MECHANICAL CODE WITH
LOCAL AMENDMENTS. INSULATION SHALL HAVE MAXIMUM RATINGS OF 25
FLAME SPREAD, 50 SMOKE DEVELOPED.
15.
ALL PENETRATIONS IN FIRE RATED WALL ASSEMBLIES SHALL BE SEALED
WITH UL LISTED FIRE STOPPING MATERIAL.
16.
ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
17.
ALL RECTANGULAR, ROUND, AND FLEXIBLE DUCTWORK SHALL BE SIZED AS
SHOWN ON THESE DRAWINGS; AND SHALL BE FABRICATED AND INSTALLED
ACCORDING TO THE MOST RECENTLY PUBLISHED SMACNA STANDARDS.
ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED &
SEALED BY APPROVED METHODS.
18.
THERMOSTAT(S) SHALL BE LOCATED AT 54" A.F.F. EXACT LOCATIONS
SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH
WALL -MOUNTED WORK OR PROXIMITY TO HEAT PRODUCING EQUIPMENT.
19•
ROOF CURBS FOR EXHAUST FAN(S) SHALL BE FACTORY FABRICATED OF
FULL WELDED STEEL CONSTRUCTION WITH WOOD NAILER, AND FURNISHED
WITH THE HOOD AND FAN PACKAGE. VERIFY REQUIREMENTS FOR THE
ROOF CURBS WITH THE EQUIPMENT SUPPLIER. THE GENERAL CONTRACTOR
SHALL FLASH ROOF CURBS AND SHIM DEAD LEVEL. COORDINATE EXACT
SIZE AND LOCATION OF ROOF OPENINGS WITH THE STRUCTURAL FRAMING.
CUTTING OF STRUCTURAL MEMBERS IS NOT PERMITTED.
20.
A FULL CERTIFIED MECHANICAL AIR TEST AND BALANCE REPORT SHALL BE
PERFORMED BY A CONTRACTOR APPROVED BY CLIENT AT THE GC'S
EXPENSE. PROVIDE A COPY TO THE LANDLORD.
21.
PER THE 2017 FLORIDA MECHANICAL CODE WITH LOCAL AMENDMENTS
WHEN REQUIRED, EACH SINGLE SYSTEM PROVIDING HEATING OR COOLING
AIR IN EXCESS OF 2000 CUBIC FEET PER MINUTE SHALL BE EQUIPPED
WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL BE
ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR
MOVING EQUIPMENT DEVICES WHICH WILL DETECT PRODUCTS OF
COMBUSTION OTHER THAN HEAT, AND WHICH COMPLY WITH THE BUILDING
CODE, SHALL BE LABELED BY AN APPROVED AGENCY FOR AIR DUCT
INSTALLATION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS. SMOKE DETECTORS TO BE INSTALLED
SHALL BE SEPERATE FROM AND NOT CONNECTED TO THE LANDLORD'S
FIRE SPRINKLER AND ALARM SYSTEM.
22.
THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING
THE AIR FILTERS AT THE AIR HANDLING UNITS WITH PLEATED MERV 8
THROW AWAY TYPE AIR FILTERS AT THE COMPLETION OF CONSTRUCTION
AND PRIOR TO AIR BALANCE AND STORE TURNOVER.
23.
MECHANICAL CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF
STORE TURNOVER.
ARCHITECT
■
== design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
Q
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/COMMENTS
SEAL
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: --
CHECKED BY.-
PROJECT
Y:PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. AN Rights Reserved.
DRAWING NAME
MECHANICAL
SCHEDULES &
DETAILS
DRAWING NO.
M201
R
I*]
LIGHTING PLAN - GROUND FLOOR
1/8"=1'-9'
H
LIGHTING PLAN MEZZAANINE 1 2
1/8"=V-0"
I
A. ALL WIRING SHALL BE IN CONDUIT, EMT OR RIGID FLEXIBLE CONDUIT MAY
ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT
FIXTURES, MOTORS, APPLIANCES, ETC. MAXIMUM LENGTH 6 FEET. NO BX,
ROMEX, ARMORED CABLE, ETC. ALLOWED.
B. IT'S THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO BALANCE ALL
CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF
CIRCUITS INDICATED.
C. IN PUBLIC AREAS BATTERY PACKS FOR EXIT AND EMERGENCY LIGHTS
MUST BE REMOTE OR RECESSED. PAINT EXPOSED SURFACE TO MATCH
ADJACENT FINISH.
D. ALL PENETRATIONS IN FIRE RATED WALL ASSEMBLIES SHALL BE SEALED
WITH UL LISTED FIRE STOPPING MATERIAL.
E. GENERAL CONTRACTOR SHALL LOCATE ALL EXISTING POST—TENSIONING
STRANDS IN EITHER DIRECTION PRIOR TO INSTALL OF ANCHORS. IT IS
IMPERATIVE THAT NO STRANDS BE DAMAGED BY THE USE OF ANCHORS.
PENETRATION OF ANCHORS INTO SLAB SHALL NOT EXCEED 1 1/2".
F. CONDUIT FOR LIGHTING IN WALK—IN COOLERS AND FREEZERS SHALL BE
RUN ON TOP OF THE BOXES AND SEALED AIR TIGHT INTERNALLY WHERE
THEY ENTER THE UNITS.
ARCHITECT phase y
zero
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesgn.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
1. WATTSTOPPER OR EQUAL. DUAL TECHNOLOGY WALL OR CEILING MOUNT DON PENN CONSULTING ENGINEER
PASSIVE INFRARED OCCUPANCY SENSOR WITH OVER—RIDE SWITCH. (IF 1301 SOLANA BLVD.
CEILING MOUNT COORDINATE OVER—RIDE PLACEMENT WITH OWNER, IF BLDG. 1 1 SUITE 1420
WALL MOUNTED OVER—RIDE SHALL BE BUILT INTO THE MODULE) WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
2• EMERGENCY, EXIT AND NIGHT LIGHTING (NL) SHALL BE CONNECTED TO
THE CIRCUIT INDICATED FOR CONTINUOUS NON -SWITCHED OPERATION.
3• PROVIDE DUAL 3 -WAY WALL SWITCH FOR 50/50 CONTROL OF LIGHTING
WITHIN THIS ROOM.
4. MASTER LIGHTING SWITCH BANK, SWITCHES SHALL HAVE LED INIDCATORS
REFER TO DETAIL 1 SHEET E301.
5. EXISTING LIGHTING AND SWITCHING TO REMAIN. POWER WITH NEAREST
NON SWITCHED LIGHTING LEG WITH CAPACITY FOR ADDITIONAL LOAD.
6• NEW/EXISTING HIGH BAY LIGHTING SHALL BE CIRCUITED AND SWITCHED
AS INDICATED. LIGHTING SHALL BE ROUTED EXISTING LIGHTING CONTACTOR
PANEL TO AUTOMATICALLY PROVIDE ABILITY TO SHUT OFF ALL NON
EMERGENCY OR NIGHT LIGHTING OFF AFTER HOURS VIA TIME CLOCK. ALL
HIGH BAY FIXTURES SHALL BE MOUNTED 19'-0" A.F.F.
7• NEW/EXISTING HIGH BAY LIGHTING SHALL BE CIRCUITED AND SWITCHED
AS INDICATED. LIGHTING SHALL BE ROUTED EXISTING LIGHTING CONTACTOR
PANEL TO AUTOMATICALLY PROVIDE ABILITY TO SHUT OFF ALL NON
EMERGENCY OR NIGHT LIGHTING OFF AFTER HOURS VIA TIME CLOCK. ALL
HIGH BAY FIXTURES SHALL BE MOUNTED 21'-0" A.F.F.
8• PROVIDE LINEAR LED STRIP LIGHTING IN EXISTING SOFFIT 013'-11"
A.F.F.
9• PROVIDE NEW EMERGENCY/NIGHT LIGHTING FIXTURE. FIXTURE SHALL BE
ORDERED FROM FACTORY WITH EMERGENCY BATTERY PACK CAPABLE OF
ENERGIZING THE FIXTURE FOR 90 MINUTES UPON THE LOSS OF
COMMERCIAL POWER. FIXTURE SHALL BE NON SWITCHED AND PROVIDE
CONTINUOUS ILLUMINATION.
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
0
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I REV I DATE I DESCRIPTION/ COMMENTS I
SEAL
if
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: --
CHECKED BY: --
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp, All Rights Reserved
DRAWING NAME
LIGHTING
FLOOR PLAN
DRAWING NO.
E101
'-6"A.F.F.
111
vJ
RTU -10
P1-40
)4
POWER PLAN - GROUND FLOOR
1/8"=V-0"
1
POWER PLAN - MEZZANINE 1 2
1/8"=1'-0"
A. JELECTRICAL CONTRACTOR TO COODRINATE RECEPTACLE MOUNTING HEIGHT,
CONFIGURATION OF EQUIPMENT LOCATIONS AND REQUIREMENTS OF
EQUIPMENTS WITH ARCHITECTURAL MILLWORK DRAWING PRIOR TO
ROUGH -IN ELECTRICAL DEVICES.
B. ALL WORK SHOWN SHALL COMPLY WITH THE 2014 NEC IN ADDITION TO
ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODE ORDINANCES, ETC.
C. ELECTRICAL CONTRACTOR SHALL VERIFY AND PROVIDE ALL CONDUIT AND
WIRE FOR CONNECTION TO ALL ELECTRICAL DEVICES, PER
MANUFACTURERS'S INSTALLATION INSTRUCTIONS.
D. COLOR OF RECEPTACLES AND COVERPLATES ARE TO COMPLIMENT
SURROUNDING WALL (E.G.: BROWN/BROWN IN WOOD PANELING, ETC).
E. ALL RECEPTACLES IN "PUBLIC" AREAS ARE TO HAVE PLASTIC "CHILD
GUARDS."
F. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ANY RATED PARTITIONS
1AS REQUIRED.
1. JUNCTION BOX ABOVE CEILING WITH CONDUIT ROUTED TO WIREMOLD
ABOVE COUNTER AT 3'-6" AFF. PROVIDE RECEPTACLES AS NOTED.
2. NEW ELECTRICAL DISTRIBUTION GEAR. REFER TO RISER DIAGRAM.
3. PROVIDE SUPERVISORY SIGNAL ANNUNCIATION FOR SMOKE DETECTORS IN
MANAGERS OFFICE FOR RTU'S.
4. RESTROOM EXHAUST SHALL BE INTERLOCKED WITH HVAC SYSTEM. REFER
TO MECHANICAL DRAWINGS.
5. PROVIDE USB COMBO RECEPTACLE FOR CUSTOMER USAGE.
6. PROVIDE NEW JUNCTION BOX AND MOTOR RATED SWITCH FOR MEANS OF
DISCONNECT PER NEC FOR NEW STOREFRONT SIGNAGE. COORDINATE
LOCATION OF JUNCTION BOX WITH OWNER PRIOR TO ROUGH -IN. SIGNAGE
SHALL BE CONTROLLED VIA TIME CLOCK AND PHOTOCELL.
7. RECEPTACLE TO BE MOUNTED AT 9'-0" A.F.F (6'-0" ABOVE PLATFORM).
COORDINATE LOCATION WITH OWNER.
8. MOUNT "SHOW WINDOW" RECEPTACLES IN BULKHEAD AT TOP OF WINDOW.
COORDINATE LOCATION WITH OWNER.
9. PROVIDE COLUMN MOUNTED RECEPTACLE AND DATA AT 9'0" A.F.F. FOR
TELEVISION.
10. PROVIDE ELECTRICAL CONNECTION AS REQUIRED FOR SCENT DISPENSER.
COORDINATE DEVICE AND MOUNTING HEIGHT AND CONNECTION
REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN.
11. ROUTE ALL DATA AND POWER FOR POS AND RECEPTACLES IN RACEWAY IN
MILLWORK.
12. WALL HUNG TELEVISION RECEPTACLES AND DATA TO BE MOUNTED AT
6'-0" AFF.
13. RECEPTACLE TO BE MOUNTED AT 11'-0" A.F.F (6'-0" ABOVE PLATFORM).
COORDINATE LOCATION WITH OWNER.
14. PROVIDE NEW INSTANTANEOUS WATER HEATER FOR BREAK ROOM SINK.
MOUNT RECEPTACLE UNDER SINK IN CABINET.
15. EXISTING RTU TO REMAIN. VERIFY ALL EXISTING ELECTRICAL CONNECTIONS
PER NEC AND MANUFACTURER. REPAIR OR REPLACE ANY DAMAGED
EQUIPMENT REQUIRED FOR PROPER UNIT OPERATION AND CONTROL.
VERIFY EXISTING UNIT HAS SMOKE DETECTOR IN RETURN AIR SIDE AND IS
OPERATIONAL, PROVIDE NEW IF NECESSARY.
16. PROVIDE NEW GFI/WP/WR RECEPTACLE ON ROOF FOR MAINTENANCE OF
ROOFTOP UNIT IF NOT EXISTING, CIRCUIT TO P1-39.
17. QUAD RECEPTACLE MOUNTED BELOW COUNTER VIA WIREMOLD EQUIVALENT
TO 2400 SERIES.
18. RECEPTACLE TO BE MOUNTED AT 1'-6" A.F.F (BELOW PLATFORM).
COORDINATE LOCATION WITH OWNER.
19. PROVIDE JUNCTION BOXES ABOVE CEILING AND CIRCUIT FOR POWER TO
LOW VOLTAGE DOOR CONTROL MODULE.
20 PROVIDE RECEPTACLE' MOUNTED TO UNDERSIDE OF 3' PLATFORM FOR
WIPE-OUT AREA AND REACTION WALL.
A. ELECTRICAL CONTRACTOR SHALL MAKE A THROUGH SURVEY OF EXISTING
CONDITIONS AND OF THE ELECTRICAL SYSTEM TO FAMILIARIZE HIMSELF, IN
ORDER TO INSTALL THE NEW ELECTRICAL SYSTEM PROPOSED, PRIOR TO
BID/CONSTRUCTION.
B. ALL EQUIPMENT SCHEDULE TO BE REUSED, SHALL BE RECONDITIONED TO
LIKE NEW STATUS. IF COST TO REPAIR OR RECONDITION EXCEEDS NEW
COST, THEN THE EQUIPMENT SHALL BE REPLACED.
C. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE OF RECONNECTING
ALL ELECTRICAL EQUIPMENT IN ORDER TO HAVE A COMPLETE WORKING
JOB, WHETHER OR NOT THE EQUIPMENT IS SHOWN ON NEW ELECTRICAL
PLANS.
D. DUE TO THE NATURE OF THIS PROJECT, THE ELECTRICAL CONTRACTOR
MUST CHECK OUT ALL EXISTING CIRCUITS STARTING AT THEIR
DISTRIBUTION POINT IN ORDER TO SEE IF THEY ARE STILL ENERGIZED.
E. WHEN INSTALLING NEW EQUIPMENT, THE ELECTRICAL CONTRACTOR SHOULD
USE EXISTING CONDUITS AND AVAILABLE CIRCUITS, IF POSSIBLE. ALL
REUSED CIRCUIT BREAKERS, OUTLETS, SWITCHES, ETC SHALL BE
INSPECTED AND REPLACED AS NEEDED.
F. SPACES HAVE BEEN LEFT IN PANELBOARDS, SO THAT EQUIPMENT OR
CIRCUITS MISSED MAY BE CONNECTED.
G. ALL ELECTRICAL EQUIPMENT REMOVED SHALL BE KEPT IN A SECURE
AREA UNTIL OWNERS DECIDE WHAT TO DO WITH IT.
H. THE ELECTRICAL CONTRACTOR SHALL NOT OVERLOAD ANY EXISTING
PANELBOARDS OR FEEDERS AND SHALL NOT EXCEED 80 PERCENT OF
THEIR RATED VALUE.
I. ELECTRICAL CONTRACTOR SHALL VERIFY ALL ELECTRICAL REQUIREMENTS
FOR ALL EQUIPMENT PRIOR TO INSTALLATION.
J. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF
ANY PROBLEMS DURING CONSTRUCTION BEFORE PROCEEDING WITH THE
PROJECT.
K. THE INTENT OF THE ELECTRICAL DESIGN IS TO UTILIZE AS MUCH OF THE
ELECTRICAL EQUIPMENT AS POSSIBLE, THEREBY ELIMINATING EXCESSIVE
COST, CONSTRUCTION AND TIME.
ARCHITECT
phase zero
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezemdesign.com
CLIENT
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 I SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
m
U
W
0
O
CL
CL
a
O
Q
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REVISIOS
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REV T DATE I DESCRIPTION/COMMENTS
SEAL
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to
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III p ``,•
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: --
CHECKED BY: --
PROJECT NUMBER: 2118015
Copyngh( (c) by Phase Zero Design Corp_ All Rights Resewed
DRAWING NAME
POWER PLAN
DRAWING NO.
E102
ARCHITECT
phase zero
TELEPHONE SYSTEM RISER DIAGRAM 2" EMPTY CONDUIT WITH PULLWIRE FOR design
TELEPHONE SERVICE TO FACILITY.
1. VERIFY, COORDINATE AND INCORPORATE THE 35 POND PARK ROAD, BAY 16
REQUIREMENTS OF THE TELE. CO. AND ALL HINGHAM, MA 02043
GOVERNING CODES IN FORCE, PRIOR TO
PHONE: (781)452-7121
COMMENCEMENT OF WORK.
FAX: (781) 875-3039
www.Masezerodesign.com
2. FURNISH AND INSTALL A RACEWAY SYSTEM OF TELEPHONE COMPANY CLIENT
CABLE AND 3/4" CONDUIT AND PROPERLY APPROVED CONNECTOR r,
SIZED JUNCTION BOXES WITH COVERPLATES CEILING JUMP 2018 LLC
FOR THE TELEPHONE SYSTEM AS SHOWN ON10108 EVERGREEN LANE DRIVE
THE DRAWINGS AND IN THE DIAGRAM.
u DSL ALARM FILTER TAMPA, FL 33647
PHONE: (813) 838-8896
3. ALL CONDUIT SHALL ORIGINATE AT THE #6 AWG SOLID CU. " STUB SECURITY
c� RJ31 X CONNECTOR 3/4" EMPTY CONDUIT TO ABOVE
JUNCTION BOXES, BE NO SMALLER THAN 3/4" "THW" INSULATED CONDUIT WITH ACCESSIBLE CEILING.
ELECTRICAL TRADE SIZE, BE CONTINUOUS AND GROUND EXTENDED ® ® PULLWIRE TYPICAL ELECTRICAL ENGINEER
TERMINATE AT THE SYSTEM TERMINAL BOARD FROM MAIN SERVICE TYPICAL
swrTCH 'A71 ALL LIGHTING SHALL BE CONTROLLED VIA NEATLY CLAMPED AND WITH BUSHED ENDS. GROUND 120V. WP DUPLEX
EXISTING LIGHTING CONTROL PANEL. HOME RUNS SHALL BE LIMITED TO ONE (1) RECEPTACLE
m m m SWITCH BANK SHALL PROVIDE LOCAL TELEPHONE OUTLET IN ONE 3/4" CONDUIT. - SECURITY
OVER -RIDE MANUAL CONTROL OF MAIN FLOOR
LIGHTING. 4. THERE ARE MULTIPLE DEDICATED TELEPHONE 120V. WP DUPLEX .
LINES AND THEY SHALL BE SEGREGATED FROM RECEPTACLE
EACH OTHER AND SHALL BE SEGREGATED FROM 2'-O" WIDE X 3'-0" HIGH X 3 "
48" THE STANDARD TELEPHONE LINES. /4 ® g
TO 5. FURNISH AND INSTALL A PAINT GRAFF THICK AY AND MOUNTOOD
BOARD. SEAL,
m m m 200 LB TEST NYLON 0 WALL. z DON PENN CONSULTING ENGINEER
PULL LINE IN ANY EMPTY CONDUIT. TAG EACH
MAIN FLOOR MAIN FLOOR MAIN FLOOR O
END OF PULL LINE AS TO SERVICE AND THE 120 VOLT POWER FOR a= a 1301 SOLANA BLVD.
LIGHTING UCHnNG UGHnNG LOCATION OF THE OPPOSITE TERMINUS OF THE TELEPHONE SYSTEM. CLAMP AND BUSH END. cv w U BLDG. 11 SUITE 1420
TYPICAL FOR EACH a J a U
CONDUIT. DEDICATED BRANCH HOMERUN TERMINATION. N 0 TLAKE8157.410.2, TX 76262
858 F 817.251.8411
CIRCUIT P 1-26 I
6. ALL CONDUITS SHALL CONTAIN ONE (1) HIGH FLORIDA ENGINEER NO. 0051096 (MECH)
NOTE: QUALITY 4 PAIR CAT III PLENUM CABLE MECHANICAL & PLUMBING ENGINEER
PROVIDE THE REQUIRED NUMBER OF SWITCHBOXES FOR A NEAT, UNIFORMLY SPACED TELEPHONE LINES PULLED WITH PROPER
INSTALLATION AS SHOWN. CONTRACTOR TO MATCH LOAD TYPE AND DERATE WATTAGE. INSTALLED JACKS. LINES MUST BE LABELED AT FLOOR
PROVIDE NOMENCLATURE SPECIFYING WHICH LUMINAIRES ARE CONTROLLED BY WHICH TELEPHONE BOARD. IDSTUDI04
CONTROLLER. VERIFY NOMENCLATURE WITH OWNER AND ARCHITECT. VERIFY COLOR 1431 GREENWAY DRIVEIRVING, TX 75038
SELECTION WITH ARCHITECT.
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
SWITCH BANK DETAIL TYPICAL TELEPHONE SYSTEM RISER DIAGRAM
NOT TO SCALE NOT TO SCALE
I
PHOTOELECTRIC
CONTROL SEE SCHEDULE
STRt)CTURa1 r-
TORK 2101 24 HR. TIMECLOCK EQUAL TO FOR VOLTAGE
(EFALk JOIST. SLAEL M-) — — TORK 1101. VERIFY SETTING LOW VOLTAGE
OF HOURS FOR CONTROL CONDUIT BY �I
DIV. 16
ELEC.
POWER
TM TM
W
AC -UNIT Z 0
P1-26 Q
J 0
O WJ
ROOM SWITCH, LIGHTING RELAY OR OCCUPANCY SENSOR � �
ALL THREAD - 1 2 1 2 C � �
LL
—) SMOKE
BEAM ORSIZE REGILRIED R G Y Y W W (HOT) FIXTURE BALLAST DETECTOR Q 0
SUPPORT. AS B'K' BLACK HOT
C CONTACT--,,,..,, = 0
Q 1L
BL EXTERIOR SIGNAGE W
P1-17 24V LOW/18GA. VOLTAGE (TYP.) Z Z
W FIXTURE
AC BALLAST SPARE BY E.C.
CLAMP - 3W TO 10 F
LANISTMIT 2 P1ECE +�h44NNEt
SPARE O
PIPE. STRAPS- f 1!fi' TC7'
3��� --� F— I �
W .; - ,..
ROOM T -STAT
W SPARE —�--� �---�— R G Y Y W W C LOCATED IN THE � 00
1 2 1 2 OFFICE. FIELD Q �
I:INWRIJT __%?EAS 4 -POLE MECH. HELD LIGHTING CONTROL RELAY IN VERIFY EXACT
JUNCTION BOX EMERGENCY BALLAST NEMA 1 ENCLOSURE WITH LINE VOLTAGE COIL AND PROGRAMMABLE ROOM THERMOSTAT LOCATION
RBC$tIR1 8Y WEIt TT RED (HOT) AUXILIARY MODULE FOR 2 WIRE 120 VAC CONTROL.
RACEWAY 3d4' TO f' WHITE (NEUTRAL) RELAY SHALL BE EQUAL TO ASCO 918 SERIES.
�1'
L T
Y E.C. (TYP.)
18 GA. WIRE
BE
NOTE. REMOTE SENSOR, SEE Q
EXTERIOR LIGHTING CONTROLS SHALL BE PHOTOCELL FLOOR PLAN FOR LOCATION
ON/TIMECLOCK OFF CONTROL.
VERIFY SETTING OF HOURS FOR CONTROL.
TYPICAL CONDUIT RACK 3 EMERGENCY LIGHTING WIRING DIAGRA
NOT TO SCALE M 4 LIGHTING CONTROL DIAGRAM THERMOSTAT WIRING DIAGRAM
NOT TO SCALE NOT TO SCALE NOT TO SCALE
U
W
O
It
Q_
REVISIONS
REV DATE DESCRIPTION COMMENTS
ST TUi RAIL UW --- -
CAI_/_ STEEL 4 X 4'
BOX WMVER ON
BOX AS REQ1D. T -BAR LOCK
CLIPr
SEAL
314" CONDUIT 1 ,
FLEX HANGER WIRE BEAM CLAMP EAM RE{ IR HA AGE ,� ••••* •• a���� ,,;
EY
REQALLF IRED N �1 SUPPORTED. : 2 : � LL. s,• � ��
FUCTURES ALLL THREAD SSE NOTF- � W :ZCORNIERS OF
AS FIl2=RED TIE WIRE SHALL. NOT HE U5EDAS _ a : w
A SIL INT OF ANY RACEWAY ;L) o H
GRID HANIGERSYSIEW . j Z m
T -BREI •••• •• 0��,,,
RACY, 3I4" 7HM jr �� •' ...... • `,
STRAIGHT
CONNECTOR CELL. NG CCOUNr HAND
FOR 117 FLEX ' TILE
STRUCTURAL. IJWT
' FDffURF WITH 32 WATT' {'
'WIRING '� TVS RAPID START 6614141 CLALV3S (TR �
ADAPTER LAMPS. TYPE SHOWN HANGER CLAMP ISSUED FOR: PERMIT - BID
PLATE ON symom DRAWING, REQUIRM BYISSUED DATE: 04.04.2018
j DESCRIPTM ON WEIGHT ��ORTID .
PLANS.
DRAWN BY: --
T4MR LOCI( CLIP (2 REQ Db ''•-- RACEWAY - 3N' THIW 11 CHECKED BY: --
PER FIXTURE). SECURE
FIXTURE TO T -BAR AT
OPPOSITE CORNERS_ RPROJECT NUMBER: 2118015RACEWAY - 3f4' Tt-�U 1r
Copyright (c) by Phase Zero Design Corp. All Rights Reserved.
DRAWING NAME
ELECTRICAL
DETAILS
DRAWING NO.
NOT USED10
E201
NOT TO SCALE NOT USED 9 TYPICAL RECESSED FIXTURE MOUNTING DETAIL 8 TYPICAL RACEWAY SUPPORT DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE
EX PANEL MDP 800A
MCB
2771
480 V, 3PH, 4W.+GRND.
WIRE
PHASE
42K AIC RATED
OCP
VA
CCT
SERVES :
VA
OCP
WIRE
PHASE WIRE
2#12,#12G.,3/4"C.
OCP
VA SERVES'
CCT
3500
GENERAL LIGHTING
1
EX AC -1
12830
60/3
EXISTING CIRCUIT
A EXISTING CIRCUIT
B
150/3
14218 EX PANEL "LP1"
2
GENERAL LIGHTING
4
5
GENERAL LIGHTING
12830
HACR
-
B -
2#12,#12G.,3/4"C.
HACR
15030 -
GENERAL LIGHTING
6
7
GENERAL LIGHTING
3150
12830
-
-
C -
20/1
-
14050 -
8
9
GENERAL LIGHTING
3
EX AC -2
12830
60/3
EXISTING CIRCUIT
A EXISTING CIRCUIT
3150
35013
12058 EX TRANSFORMER "T1"
4
WAREHOUSE LIGHTING
2250
20/1
EXISTING CIRCUIT
12830
HACR
-
B -
IGENERAL LIGHTING
-
11698 -
SPARE
ISPARE
20/1
17
A
12830
-
-
C -
14
-
11867 -
19
20/1
864
5
EX AC -3
12830
60/3
EXISTING CIRCUIT
A EXISTING CIRCUIT
17
2513
3373 EX AC -8
6
2#12,#12G.,314"C.
C
2#12,#12G.,3/4"C.
20/1
12830
HACR
-
B -
SPARE
HACR
3372 -
20/1
A
24
20/1
SPARE
12830
-
-
C -
20/1
-
3373 -
B
SPARE
_
7
EX AC -4
116.90
60/3
EXISTING CIRCUIT
A EXISTING CIRCUIT
20/1
2513
3220 EX AC -9
8
20/1
C -
SPARE
24
11690
HACR
-
g -
2011
HACR
3220 -
20/1
850
EX. EXTERIOR LIGHTING
26
27
11690
-
-
C -
B
-
3220 -
400
EX. FRONT CANOPY LIGHTING
28
9
EX AC -5
3373
25/3
EXISTING CIRCUIT
A EXISTING CIRCUIT
37
4013
5673 EX AC -10
10
30
31
SPARE
SPARE
3373
HACR
-
B -
20/1
HACR
5673 -
32
33
SPARE
41
20/1
3373
-
-
C -
20/1
-
5673 -
35
SPARE
720
i1
EX AC -6
3373
25/3
EXISTING CIRCUIT
A EXISTING CIRCUIT
SPARE
40/3
5673 EX AC -11
12
720
20/1
2#12,#12G.,3/4"C.
A
3373
HACR
-
B -
38
HACR
5673 -
800
20/1
2#12,#12G.,3/4"C.
B
-
3373
-
-
C -
41
-
5673 -
20/1
EXISTING CIRCUIT
C
13
EX AC -7
3373
2513
EXISTING CIRCUIT
A EXISTING CIRCUIT
6013
3330 EX COMPACTOR
14
3373
HACR
-
B -
-
W30 -
3373
-
-
C -
-
W30 -
_.
NOTES:
1
2
3
4
PANEL IS EXISTING TO REMAIN
VERIFY ALL CRCUITS AND BREAKERS
. _ .__ _ _.... _ _. _ _ _._
PROVIDE COPPER BUS
ALL CIRCUITS AND BREAKERS ARE EXISTING TO REMAIN.
LOAD SUMMARY
CONN
NEC
DEM LOAD BALANCE PER PHASE
1 -LIGHTING 45698 1.25 571233 PHASE A
107844
2 -RECEPTACLES 24760 NEC 17380 PHASE B
108295
3 -KITCHEN 2476 0.65 1609.4 PHASE C
107485
4-HVAC243913 1 243913 LOWEST PHASE PLUS 10%
5 -NON -CONT 11377 1 11377 107485 + 10Yo
118234
LARGEST MOTOR 0 0.25 0 PHASES ARE BALANCED'
TOTAL VA 3282241 1 331402
TOTAL ANDS 1 394.81 1 398.6
EX PANEL LPI
225A MLO 277/ 480 V, 3PH, 4W.+GRND.,
42K AIC RATED
CCT
SERVES
VA
OCP
WIRE
PHASE
WIRE
OCP
VA
SERVES
CCT
1
GENERAL LIGHTING
2800
20/1
2#12,#12G.,3/4"C.
A
2#12,#12G.,3/4"C.
20/1
3500
GENERAL LIGHTING
2
3
GENERAL LIGHTING
3150
2011
2#12,#12G.,3/4"C.
B
2#12,#12G.,3/4"C.
20/1
3500
GENERAL LIGHTING
4
5
GENERAL LIGHTING
3150
20/1
2#12,#12G.,3/4"C.
C
2#12,#12G.,3/4"C.
20/1
3150
GENERAL LIGHTING
6
7
GENERAL LIGHTING
3150
20/1
2#12,#12G.,3/4"C.
A
2#12,#12G.,3/4"C.
20/1
3150
GENERAL LIGHTING
8
9
GENERAL LIGHTING
3150
2011
2#12,#12G.,3/4"C.
B
2#12,#12G.,3/4"C.
20/1
3150
1GENERAL LIGHTING
10
11
WAREHOUSE LIGHTING
2250
20/1
EXISTING CIRCUIT
C
2#12,#12G.,3/4"C.
20/1
2450
IGENERAL LIGHTING
12
13
SPARE
ISPARE
20/1
17
A
2#12,#12G.,3/4"C.
20/1
768
ENTRY STRIPS
14
15
SPARE
19
20/1
864
B
2#12,#12G.,3/4"C.
20/1
1680
2x4 LIGHTING
16
17
SPARE
864
20/1
2#12,#12G.,314"C.
C
2#12,#12G.,3/4"C.
20/1
2250
2x4 LIGHTING
18
19
SPARE
900
20/1
20/1
A
24
20/1
SPARE
SPARE
20
21
SPARE
20/1
20/1
26
B
SPARE
20/1
20/1
SPARE
22
23
SPARE
28
20/1
SPARE
C
20/1
20/1
C -
SPARE
24
25
SPARE
SPARE
20/1
2011
A
EXISTING CIRCUIT
20/1
850
EX. EXTERIOR LIGHTING
26
27
SPARE
20/1
20/1
B -
B
EXISTING CIRCUIT
20/1
400
EX. FRONT CANOPY LIGHTING
28
29
SPARE
C -
20/1
SPARE
C
37
20/1
1500
SPARE
30
31
SPARE
SPARE
20/1
39
A
2#101013.,3/4"C.
20/1
1238
SPARE
32
33
SPARE
41
20/1
2#12,#12G.,3/4"C.
13
20/1
20/1
SPARE
34
35
SPARE
720
20/1
2#12,#12G.,314"C•
C
2#12,#12G.,3/4"C.
20/1
720
SPARE
36
37
SPARE
720
20/1
2#12,#12G.,3/4"C.
A
-
20/1
800
SPARE
38
39
SPARE
800
20/1
2#12,#12G.,3/4"C.
B
-
20/1
1000
SPARE
40
41
JEX. POWER ROOM LIGHTING
800
20/1
EXISTING CIRCUIT
C
2#12,#12G.,3/4"C.
20/1
1000
SPARE
42
NOTES:
1 PROVIDE BOLT ON BREAKERS
2 PROVIDE TYPED PANEL DIRECTORY
LOAD SUMMARY
CONN
NEC
DEM LOAD BALANCE PER PHASE
PHASE WIRE
1 -LIGHTING 43298 1.25 54123 PHASE A
14218
2 -RECEPTACLES 0 NEC 0 PHASE B
15030
3 -KITCHEN 0 0.65 0 PHASE C
14050
4 -HVAC 0 1 0 LOWEST PHASE PLUS 10%
2#12,#12G.,3/4"C.
5 -NON -CONT 0 1 0 14050 + 10%
15455
LARGEST MOTOR 0 0.25 0 PHASES ARE BALANCED
2
TOTAL VA 43298 54123
TOTAL AMPS 52.1 65.1
INSTA HOT WATER HEATER
EX. PANEL P
175A MLO 120/ 208 V, 3PH, 4W.+GRND.,
EXISTING AIC RATED
GCT
SERVES
VA
OCP
WIRE
PHASE WIRE
OCP VA
SERVES
CCT
1
INSTA HOT WATER HEATER
1500
20/1
2#12,#12G.,3/4"C.
A -
20/1
SPARE
2
3
INSTA HOT WATER HEATER
1500
20/1
2#12,#12G.,3/4"C.
B -
20/1
SPARE
4
5
USB RECEPT
1000
20/1
2#12,#12G.,3/4"C.
C -
20/1
SPARE
6
7
SPARE
277
20/1
2#12,#12G.,3/4"C.
A -
20/1
SPARE
8
9
CONVIENCE RECEPTS USB
360
20/1
2#12,#12G.,3/4"C.
B -
20/1
SPARE
10
11
CONVIENCE RECEPTS USB
1000
20/1
2#12,#12G.,3/4"C.
C -
20/1
SPARE
12
13
CONVIENCE RECEPT.
800
20/1
2#12,#12G.,3/4"C.
A -
20/1
SPARE
14
15
CONVIENCE RECEPT.
500
20/1
2#12,#12G.,3/4"C.
B -
20/1
ISPARE
16
17
CONVIENCE RECEPT.
1200
2011
2#12,#12G.,3/4"C.
C -
20/1
SPARE
18
19
MOTORIZED GRILLE
864
15/1
2#12,#12G.,3/4"C.
A -
20/1
SPARE
20
21
MOTORIZED GRILLE
864
15/1
2#12,#12G.,314"C.
B -
20/1
SPARE
22
23
ISPARE
19
20/1
900
C -
20/1
SPARE
24
25
SPARE
CONVIENCE RECEPTACLES
20/1
21
A -
20/1
ISPARE
26
27
SPARE
20/1
20/1
CONVIENCE RECEPTACLES
B -
2011
SPARE
28
29
SPARE
C
20/1
20/1
C -
20/1
SPARE
30
31
SPARE
20/2
2011
A
A -
20/1
SPARE
32
33
SPARE
BREAK ROOM REFRIG.
20/1
HACR
B -
20/1
SPARE
34
35
SPARE
28
20/1
IBREAK ROOM MICROWAVE
C -
20/1
SPARE
36
37
SPARE
1500
20/1
30
A -
20/1
SPARE
38
39
SPARE
2#101013.,3/4"C.
20/1
1238
B -
20/1
SPARE
40
41
SPARE
2#12,#12G.,3/4"C.
20/1
C -
20/1
SPARE
42
NOTES:
1 PROVIDE BOLT ON BREAKERS
2 PROVIDE TYPED PANEL DIRECTORY
LOAD SUMMARY
CONN
NEC
DEM LOAD BALANCE PER PHASE
WATTS
1 -LIGHTING 0 1.25 0 PHASE A
3164
2 -RECEPTACLES 9588 NEC 9588 PHASE B
3224
3 -KITCHEN 0 0.65 0 PHASE C
3200
4 -HVAC 0 1 0 LOWEST PHASE PLUS 10%
128
5 -NON -CONT 0 1 0 3164 + 10%
3480.4
LARGEST MOTOR 0 0.25 0 PHASES ARE BALANCED
A -EM
TOTAL VA 9588 9588
TOTAL AMPS 1 26.61 1 26.61
1
EXISTING
COMPAN'
TRANSFC
ROOF
BLDG. ELEC RM
LIGHT FIXTURE SCHEDULE
SYM.
MANUF.
CATALOG NUMBER
NO. LAMPS/TYPE
WATTS
VOLTS
MOUNTING
REMARKS
A
LITHONIA
2AVG-332—MDR—MVOLT—GEB101S
2X4 FLUORESCENT FIXTURE
128
277
LAY—IN
A
A -EM
LITHONIA
2AVG-332—MDR—MVOLT—GEB101S
2X4 FLUORESCENT FIXTURE
128
277
LAY—IN
EQUIPPED WITH EL14 (MIN 70OLMN) EM BATT PACK
B
CREE
KBL—A—UVM4OK7UL
LED HIGH BAY FIXTURE
142
277
SUSPENDED
NOTE 6. MOUNT BOF 021'—O"AFF MINIMUM
BE/NL
CREE
KBL—A—UVM4OK7UL
LED HIGH BAY FIXTURE
142
277
SUSPENDED
PROVIDE BATTERY PACK FOR 90MIN EMERGENCY OPERATION;
NOTE 6. MOUNT BOF 021'-0"AFF MINIMUM
C
SLOANLED
COLORLINE
LINEAR PURPLE LED STRIP
25
—
SURFACE
PROVIDE TRANSFORMER FOR LOW VOLTAGE PER MANUF.
EX
EXISTING
EXISTING FIXTURE TO BE REUSED
EXISTING
—
—
SUSPENDED
CLEAN AND RELAMP
X
BRADYGLO
#878076
INCLUDED
5
277/120
SURFACE/SUSPENDED
EXIT LIGHT
EM
PHILLIPS
LLNURW
INCLUDED
1.8
277/120
SURFACE/SUSPENDED
DOUBLE SIDED EMERGENCY UNIT WITH 90 BATTERY PACK
EX. PANEL P1
LUMINAIRE SCHEDULE NOTES:
1. ALL FLUORESCENT LIGHTING SHALL BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS.
2. COORDINATE THE MOUNTING LOCATION WITH THE OWNER'S CONSTRUCTION PROJECT MANAGER OR ARCHITECT.
3. PROVIDE ADDITIONAL BALLAST FOR INBOARD/OUTBOARD DUAL SWITCHING.
4. LENS AND/OR SHATTERPROOF FIXTURES SHALL BE PROVIDED IN ALL FOOD PREPARATION AREAS.
5. PROVIDE CURRENT LIMITING DEVICES ON ALL TRACK LIGHTING SIZED ADEQUATELY FOR HEADS INSTALLED.
6. COORDINATE FIXTURE FINISH AND COLOR WITH OWNER PRIOR TO PURCHASE
175A MLO 120/ 208 V, 3PH, 4W.+GRND.,
EXISTING AIC RATED
CCT
SERVES
VA
OCP
WIRE
PHASE
WIRE
OCP
VA
SERVES
CCT
1
CASHWRAP
1000
20/1
2#12,#12G.,3/4"C.
A
2#12,#12G.,3/4"C.
20/1
720
RESTROOM GFI
2
3
CASHWRAP
1000
20/1
2#12,#12G.,3/4"C.
B
2#12,#12G.,3/47C.
20/1
800
MERCHANDISER
4
5
MAIN ENTRY DOOR CONT.
360
20/1
2#12,#12G.,3/4"C.
C
2#12,#12G.,3W'C.
20/1
1200
BREAK ROOM MICROWAVE
6
7
SHOW WINDOW RECEPT
1200
20/1
2#12,#12G.,3/4"C.
A
2#12,#12G.,3/4"C.
20/1
800
BREAK ROOM RECEPT
8
9
SCENT DISPENSERS
500
20/1
2#12,#12G.,3/4"C.
B
2#12,#12G.,3/4C.
20/1
800
JUMP ZONE RECEPTACLE
10
11
SECURITY MONITORS
500
20/1
2#12,#12G.,3/4"C.
C
2#12,#12G.,3/4"C.
20/1
800
MERCHANDISER
12
13
PARTY ROOM RECPTS
720
20/1
2#12,#12G.,3/4"C.
A
-
20/1
1000
WAIVER
14
15
PARTY ROOM RECPTS
720
20/1
2#12,#12G.,3/4"C.
B
2011
1000
WAIVER
16
17
SIGNAGE
1200
20/1
2#12,#12G.,3/4"C.
C
20/1
SPARE
18
19
IBREAK ROOM COLD STORAGE
900
20/1
2#12,#12G.,3/4"C.
A
2#12,#12G.,3/4"C.
20/1
360
CONVIENCE RECEPTACLES
20
21
BREAK ROOM COLD STORAGE
900
20/1
2#12,#12G.,3/4"C.
B
2#12,#12G.,3/4"C.
20/1
720
CONVIENCE RECEPTACLES
22
23
BREAK ROOM COLD STORAGE
900
20/1
2#12,#12G.,3/4"C•
C
2#12,#12G.,3/4"C.
20/1
800
OFFICE RECEPT
24
25
BREAK ROOM COLD STORAGE
900
20/2
2#12,#12G.,3/4"C.
A
2#12,#12G.,314"C.
20/1
200
TIME CLOCK/TELEPHONE BOARD
26
27
BREAK ROOM REFRIG.
700
HACR
-
B
2#12,#12G.,3/4"C.
20/1
800
DRINKING FOUNTAIN
28
29
IBREAK ROOM MICROWAVE
1500
20/2
2#12,#12G.,3/4"C.
C
2#12,#12G.,3/4"C.
20/1
1500
PLUG MOLD AT COUNTER
30
31
BREAK RM RECEPT.
1500
HACR
-
A
2#101013.,3/4"C.
30/2
1238
ICEE MACHINE
32
33
TELEVISIONS
720
20/1
2#12,#12G.,3/4"C.
B
-
1238
-
34
35
TELEVISIONS
720
20/1
2#12,#12G.,314"C•
C
2#12,#12G.,3/4"C.
20/1
720
CONVIENCE RECEPTACLES
36
37
TELEVISIONS
720
20/1
2#12,#12G.,3/4"C.
A
2#12,#12G.,3/4"C.
20/1
800
OFFICE RECEPT
38
39
MAINT. RECEPT.
800
15/1
2#12,#12G.,3/4"C.
B
2#12,#12G.,3/4"C.
20/1
1000
CONVIENCE RECEPTACLES
40
41
EF -1
667
15/1
2#12,#12G.,3/4"C.
C
2#12,#12G.,3/4"C.
20/1
1000
ICONVIENCE RECEPTACLES
42
NOTES:
1 PROVIDE BOLT ON BREAKERS
2 PROVIDE TYPED PANEL DIRECTORY
LOAD SUMMARY
CONN
NEC
DEM LOAD BALANCE PER PHASE
®
1 -LIGHTING 2400 1.25 3000 PHASE A
12058
2 -RECEPTACLES 24760 NEC 17380 PHASE B
11698
3 -KITCHEN 2476 0.65 1609.4 PHASE C
11867
4 -HVAC 4600 1 4600 LOWEST PHASE PLUS 10%
0
5 -NON -CONT 1387 1 1387 11698 + 10%
12868
LARGEST MOTOR 0 0.25 0 PHASES ARE BALANCED
Q}+
TOTAL VA 35623 27976
TOTAL AMPS 98.9 77.7
®
GROUNDING NOTE: VERIFY EXISTING SYSTEM IS
GROUNDED PER N.E.C. ART. 250. UPGRADE AS
REQUIRED. CONNECT NEW SYSTEM TO EXISTING
GROUND.
ELE
DETAIL
DESCRIPTION
®
FLUORESCENT FIXTURE
®
FIXTURE ON NIGHT LIGHT OR EMERG. CIR
�+
WALL MOUNTED EXIT LIGHT (SOLID II`
CEILING MOUNTED EXIT LIGHT (SOLID
Q+
WALL MOUNTED INCANDESCENT FIXTUF
0
CEILING MOUNTED INCANDESCENT FIXI
4C::p
EMERGENCY BATTERY PACK
Q}+
WALL MOUNTED JUNCTION BOX
®
CEILING MOUNTED JUNCTION BOX
WALL MOUNTED DUPLEX RECEPTACLE
O
FLOOR MOUNTED DUPLEX RECEPTACLE
WALL MOUNTED SINGLE RECEPTACLE
B
FLOOR MOUNTED SINGLE RECEPTACLE
®+
SPECIAL RECEPTACLE
®
SPECIAL RECEPTACLE
WALL MOUNTED QUADRUPLEX RECEPTo
®
FLOOR MOUNTED QUADRUPLEX RECEP'
ABOVE COUNTER RECEPTACLE
$
SINGLE POLE SWITCH
$ P
PILOT LIGHT SWITCH
$ T
SINGLE THROW THERMAL SWITCH
$ M
MOTOR RATED SWITCH
BUZZER
CCI
BELL
PUSHBUTTON (MOMENTARY)
MOTOR
o
TELEPHONE BACKBOARD
v
TELEPHONE OUTLET
FLOOR MOUNTED TELEPHONE OUTLET
Q
POS CONNECTION
FLOOR MOUNTED POS CONNECTION
v
COMBINATION DATA AND PHONE JACK
0
FLOOR MOUNTED COMBINATION DATA
NOTE: NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS.
ALL CONDUCTORS SHALL BE COPPER GROUNDING NOTE: VERIFY EXISTING SYSTEM IS
GROUNDED PER N.E.C. ART. 250. UPGRADE AS
REQUIRED. CONNECT NEW SYSTEM TO EXISTING
GROUND.
EX 2 SETS OF
3#600,#1 /OG., IN
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(VERIFY) SIZED PER MANUFACUTRER
ELECTRICAL RISER DIAGRAM AND SCHEDULES
NOT TO SCALE
ARCHITECT
phase zero
design
35 POND PARK ROAD, BAY 16
HINGHAM, MA 02043
PHONE: (781) 452-7121
FAX: (781) 875-3039
www.phasezerodesign.com
Cfl111:011
JUMP 2018 LLC
10108 EVERGREEN LANE DRIVE
TAMPA, FL 33647
PHONE: (813) 838-8896
ELECTRICAL ENGINEER
DON PENN CONSULTING ENGINEER
1301 SOLANA BLVD.
BLDG. 1 1 SUITE 1420
WESTLAKE, TX 76262
O 817.410.2858 1 F 817.251.8411
FLORIDA ENGINEER NO. 0051096 (MECH)
MECHANICAL & PLUMBING ENGINEER
IDSTUD104
1431 GREENWAY DRIVE
IRVING, TX 75038
PHONE: (972) 870-1288
STRUCTURAL ENGINEER
ZABIK TURNER ENGINEERING
JENNIFER ZABIK, PE, SE
1024 N FULLERS CROSS ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 864-8120
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9
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/COMMENTS
ISSUED FOR: PERMIT - BID
ISSUED DATE: 04.04.2018
DRAWN BY: --
CHECKED BY: --
PROJECT NUMBER: 2118015
Copyright (c) by Phase Zero Design Corp. AN Rights Reserved,
DRAWING NAME
ELECTRICAL
SCHEDULES &
RISER DIAGRAM
DRAWING NO.
11 E301