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NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP
<br />2. PITCH DRAIN FOR PROPER RUNOFF.
<br />3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM
<br />INITIAL DRAIN SEAL.
<br />4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND
<br />CONDENSATE OVERFLOW.
<br />A/C UNIT CLEANOUT VENT LINE
<br />CAP
<br />-(TYP.) PERFORATED
<br />CAP
<br />PITCH
<br />DRAIN PAN ~
<br />PITCH
<br />--► v
<br />DRAIN PIPE
<br />TO MATCH DRAIN
<br />OUTLET SIZE.
<br />(a)
<br />THIS DIMENSION IN INCHES MUST BE
<br />EQUAL TO THE MAXIMUM FAN SUCTION
<br />THIS STANDARD DETAIL MUST
<br />(NEGATIVE) STATIC PRESSURE IN INCHES
<br />BE REVIEWED AND SITE
<br />WG (WITH DIRTY FILTERS, COILS, AND
<br />ADAPTED BY CONTRACTOR
<br />MAXIMUM AIR FLOW) + 1" W.G.
<br />PRIOR TO USE FOR FINAL
<br />EQUIPMENT.
<br />(b)
<br />THIS DIMENSION IN INCHES MUST BE
<br />EQUAL TO MIN. 1/2 OF THE (a) ABOVE
<br />(c)
<br />EQUALS (a) + (b) + PIPE DIA. +
<br />+ INSULATION
<br />DRAW THRU UNIT CONDENSATE TRAP
<br />PROVIDE TEST TEE
<br />WITH SCREWED COUNTER-
<br />COLUMN OR PARTITION
<br />SUNK ABS PLASTIC PLUG:
<br />AS SHOWN ON FLOOR PLAN
<br />TAPERED -THREAD WITH
<br />CLEANOUT FACE SHALL
<br />TFE JOINT COMPOUND.
<br />BE WITHIN 4" OF WALL
<br />SURFACE. PROVIDE
<br />WHERE CLEANOUT TEE
<br />PIPE EXTENSION IF REQUIRED.
<br />IS CONCEALED IN A
<br />CHASE OR PARTITION,
<br />PROVIDE A ROUND 18
<br />GAUGE STAINLESS STEEL
<br />COVER WITH BEVELED
<br />EDGES AND FLATHEAD
<br />MACHINE SCREW.
<br />CONCRETE
<br />FLOOR
<br />SLAB
<br />NOTPs
<br />PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES
<br />NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM
<br />WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS.
<br />WALL CLEANOUT DETAIL
<br />PLUMBING LEGEND
<br />CO
<br />CLEAN OUT
<br />FD
<br />FLOOR DRAIN
<br />CW
<br />DOMESTIC COLD WATER
<br />HW
<br />DOMESTIC HOT WATER
<br />HWR
<br />DOMESTIC HOT WATER RECIRCULATING
<br />HB
<br />HOSE BIBB
<br />VTR
<br />VENT THRU ROOF
<br />m
<br />GATE VALVE
<br />D31
<br />GLOBE VALVE
<br />CHECK VALVE
<br />QN
<br />17Q
<br />BALANCING VALVE
<br />i
<br />GAS COCK
<br />C
<br />WATER HAMMER ARRESTER (PDI No.)
<br />FD
<br />FLOOR DRAIN
<br />O
<br />RECIRCULATION PUMP
<br />SANITARY SEWER PIPING
<br />-----i VENT PIPING
<br />------i DOMESTIC COLD WATER PIPING
<br />------- HOT WATER PIPING (110')
<br />- - - HOT WATER RECIRCULATING PIPING
<br />S- CD -S CONDENSATE PIPING
<br />S-- SD -S STORM DRAIN PIPING
<br />S- G -; GAS PIPING
<br />fr-O-s PIPE RISE UP
<br />PIPE DOWN OR DROP
<br />E-- CAPPED END OF PIPE
<br />POINT OF CONNECTION
<br />-LJ P-TRAP
<br />GENERAL SPECIFICATIONS
<br />1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A
<br />FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET
<br />ALL REQURRMENTS SET FORTH BY ANY LOCAL OROIANCE AND OR
<br />GOVERNING AUTHORITIES
<br />2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDENCE
<br />WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, AND
<br />ORDINANCES.
<br />3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
<br />ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO
<br />ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS.
<br />4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION
<br />AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE
<br />DURATION OF THE WORK.
<br />5. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY
<br />ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN
<br />AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND
<br />ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION.
<br />6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR THE
<br />ADVANCED ORDERING OF LONG LEAD ITEMS AS NOT TO INTERFER WITH
<br />THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG
<br />TIME.
<br />7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP
<br />FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR
<br />FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED
<br />ORTHIDiWISE.
<br />& ORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT
<br />ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR
<br />OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN
<br />DAMAGED THEREBY.
<br />9. THE CONTRACTOR SHALL BE RESPONABLE TO REPAIR TO ORIGINAL
<br />CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES,
<br />EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF
<br />WORK.
<br />10. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT
<br />LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION.
<br />DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT
<br />LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.
<br />11. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S
<br />LABEL WHERE APPLICABLE.
<br />12. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND
<br />ACCEPTANCE BY ARCHITECT/ENGINEER MUST BE A CONDITION OF THE
<br />CONTRACT.
<br />I& ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF
<br />CONSTRUCTION SHALL BE A PART OF THIS CONTRACT.
<br />14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND
<br />TESTINGS.
<br />15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED
<br />DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE
<br />CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR.
<br />16. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS
<br />OTHERWISE NOTED.
<br />17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
<br />INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
<br />1& VERIFY LOCATION, SIZE, ELEVATION, MATERIALS, AND PRESENT STATE
<br />OF ALL EXISTING UTILITIES.
<br />19. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER
<br />LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES ALL
<br />FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES.
<br />20. MAIN WATER SUPPLY SHALL BE EQUIPTED WITH A BACKFLOW
<br />PREVENTER
<br />21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES
<br />WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM
<br />BREAKERS.
<br />22 FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS ON
<br />QUICK CLOSING VALVES, NEAR THE FIXTURES IN AN EFFECTIVE RANGE.
<br />23. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING
<br />UNIONS SHALL BE USED.
<br />24. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT
<br />ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR
<br />OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN
<br />DAMAGED THEREBY.
<br />25. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE. DEVICE,
<br />PRODUCT, OR MATERIALS WHICH IS NOT AS SPECIFIED, THE
<br />CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE
<br />ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL.
<br />26. THE CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING
<br />PERPFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS
<br />SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY.
<br />27. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT
<br />DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE
<br />ARCHITECT/I:NGINEER PROIR TO COMPLETION OF THE PROJECT.
<br />HANGER NO. 24 EXISTING LATERAL DRAIN TIE IN LOCATION
<br />BOTTOM BEAM C-CLAMP MODEL 300 CUT SLAB AS NEEDED FOR DRAINAGE
<br />MICHIGAN SEE NOTE COVER PAGE FOR CONCRETE/REIN.
<br />STEEL I -BEAM BOTTOM BEAM
<br />OR BAR JOIST C-CLAMP OR
<br />0
<br />HANGER ROD SHALL BE EQUAL WITH d
<br />TIGHTENED HARD AGAINST LOCK NUT
<br />THE STRUCTURAL STEEL
<br />MEMBER
<br />-�- ALL THREAD ROD z
<br />"A" VARIES TANNING STOR. J EXIST. 1
<br />7-COPPER"
<br />;
<br />112 109 a C.W. LINE
<br />SIMNEL RING 10'-0" AT CEILING WATER HEATER
<br />HANGER F7 81 g I 31 3:
<br />C4 I W1 C2 W2 _� o' r - -, -� __ d_:
<br />+• PIPE
<br />• L---- I -W. ---- �`
<br />PIPE HANGER ! SUPPORT -/EX1 Fco \'\
<br />N.T.S. ,/ I `�
<br />UI i
<br />CONCRETE SLAB _i :5_ H.W.
<br />----- --------
<br />DROP -IN /»
<br />MIN. 5/8" ANCHOR LOOP VENT TYP _5" C. T-
<br />HILTI HDI z I Q-
<br />OR EQUAL j �, ; I PROP. MOP
<br />c �
<br />HANGER ROD _
<br />1. NOTE:ROVIDE WATER HEATER REUEF PVC DRAIN TO MOP--
<br />/ SINK FOR EMERGENCY OVERFLOW WOM EI'�-; �I N RAIN
<br />"A" VARIES 2. PROVIDE NEW HVAC UNITS CONDENSATE DRAIN TO '
<br />MOP SINK 10 ; 3ii PROP. WC
<br />3. PROVIDE SHUT OFF VALVUES AT ALL PLUM. FIXTURE
<br />22.2 94 :-L___5__C.W_-----------
<br />DROPS C2 W2 3i I -♦
<br />4. VERIFY BACKFLOW PREVENTOR FOR MAIN WATER =,
<br />z i
<br />�; Cr
<br />,
<br />CLEVIS HANGER
<br />1/80-1/4 CARBON
<br />STEEL COPPER PLATED_5 C. W '-
<br />GRINNELL FIG # CT-65 Z - ----------------------------------------------------------•
<br />W' N
<br />OR EQUAL 1
<br />,
<br />5" H.W.
<br />----------------------------------------- --J ' --------------------------------------------------- � ---•_ 5" H.W.
<br />PIPE HANGER / SUPPORT PROP. LAV 3; 5" C.W.
<br />/ UNISEX Z
<br />--" C.W. ----- -----
<br />d '
<br />N.T.S. o in' a 31
<br />I 110 �`� a cal PROP. LAV
<br />GALVANIZED 10'-0"
<br />SURFACE MOUNTED 22,2 B4
<br />CHANNEL ANCHORED , C4 W2 ; pR IN
<br />THROUGH THE BACK
<br />N o:
<br />OF THE CHANNEL----------- 5 C.W.--------------- ------------------ ------ ---- -- -r-- 5i
<br />0
<br />» DRAIN
<br />_.5_ H.W.
<br />o PROP. WC
<br />a
<br />~ .5" _ W.
<br />18 GA. SHEET METAL ; z
<br />PIPE CLAMP SADDLE FOR INSULATED �
<br />PIPES; 1 /4" THICK i a _
<br />NEOPRENE SLEEVE FOR
<br />UN -INSULATED PIPES. z
<br />-----
<br />3i �
<br />NOTES:
<br />1. APPLICABLE FOR CONTROL TUBING
<br />U
<br />2. APPLICABLE FOR PIPING NO LARGER THAN 1-1/2" ; I
<br />3. APPLICABLE FOR HORIZONTAL TRAPEZE '
<br />OR FOR VERTICAL PIPING ; ,-
<br />PIPE /TUBE SUPPORT RAIN
<br />N.T.S. __5"_ C.W:----- -----
<br />Iu
<br />WATER HAMMER ARRESTOR -PIPING SCHEDULE MENo PROP. LAV
<br />SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA y-
<br />MFG.CAT. TYPE N0. 100 200 300 400 NOTE: ** TRAINER 2Z20 C.W.
<br />P. D. I. SYSTEM A B C D 111 C2 W2
<br />FIXTURE UNIT RATING 1 - 11 12 - 32 33 - 60 60 -113 REMARKS: 10-0" RAIN
<br />F1 81 I PROP. WC
<br />FCO
<br />SYMBOL Z-1700 88 F.U. 256 F.U. 3
<br />490 F.U. 904 F.U. NOTE: ** C4 WN
<br />'
<br />CU I o
<br />NOTE: ** CONTRACTOR SHALL PROVIDE AND INSTALL WATER HAMMER ARRESTORS IN DOMESTIC PIPING SYSTEM ;�; �♦,
<br />AS PER FBC 604.9 AND PER MANUFACTURERS RECOMMENDATION.
<br />FIXTURE SCHEDULE
<br />EQUIPMENT
<br />SELECTION BASED ON :
<br />SYSTEM CONNECTIONS
<br />SYMBOL
<br />ITEM DESCRIPTION
<br />CW
<br />HW
<br />TRAP
<br />DRAIN
<br />FIXTURE
<br />UNITS
<br />MFGR
<br />MODEL
<br />P.1
<br />WATER CLOSET (1.6 GAL FL)
<br />3/4"
<br />---
<br />INTEGRAL
<br />3"
<br />4
<br />PROFLO
<br />WHITE - PF2203 - ADA (TANK PF3212) (SEAT PFTSCOF2000WIH)
<br />P.2
<br />LAVATORY (ADA)
<br />1/2"
<br />1/2"
<br />1-1/2"
<br />2"
<br />1
<br />PROFLO
<br />PF5504YM - ADA COMPLIANT (FAUCET MOEN - 8800 ADA COMPLIANT )
<br />P.3
<br />DRINKING FOUNTAIN
<br />1/2"
<br />---
<br />1-1/4-
<br />.5
<br />ELKAY
<br />EZSTL8LC - ADA COMPLIANT
<br />P.4
<br />SHOWER VALVE
<br />1/2"
<br />1/2"
<br />2
<br />MOEN
<br />62300 - ADA COMPLIANT
<br />P.5
<br />SHOWER VALVE TRIM
<br />MOEN
<br />TL182 - ADA COMPLIANT
<br />IPFZ199625
<br />P.6
<br />MOP SINK (SERVICE)
<br />1/2"
<br />1/2"
<br />1 1-1/2"
<br />2"
<br />2
<br />PROFLO
<br />(FAUCET MOEN 8230 ADA COMP.)
<br />NOTE
<br />PLUMBING FIXTURES SHOWN OR EQUAL SHALL BE PROVIDED BY CONTRACTOR WITH SHOP DRAWINGS
<br />ON EACH FIXTURE SUBMITTED FOR APPROVAL BY THE OWNER & DESIGNER.
<br />FIXTURE COLOR IS WHITE
<br />IMPORTANT - ALL FIXTURES SHALL MEET BE ADA COMPLIANT AND MOUNTED AT HEIGHTS ACCORDING TO
<br />CHAPTER 11 OF THE FLORIDA BUILDING CODE
<br />NOTE:
<br />1. PROVIDE ACCESS PANELS FOR EACH GANG OF VALVES
<br />2. PROVIDE AND INSTALL TRAP AND SUPPLY LINE INSULATION KIT.
<br />3. ALL PLUMBING FIXTURES & FIXTURE FITTINGS SHALL COMPLY WITH FBC PLUMBING TABLE SEC.604.4 & SEC.604.
<br />4. BARRIER FREE WALL MOUNTED HIAOW (ADA) COMPLIANT HEIGHT TO COMPLY WITH ALL CODES FOR (ADA).
<br />NOTE: '* SIZE AS INDICATED ON DRAWINGS.
<br />1) ALL FLOOR DRAINS SHALL BE RESEALED BY MEANS OF A ZURN TRAP PRIMER VALVE INSTALLED IN COLD WATER SUPPLY
<br />UNE FROM THE NEAREST SINK OR LAVATORY AND WITH 1/2 INCH DRAIN SLOPED TO THE FLOOR DRAIN. OR BY APPROVED
<br />ALTERNATE METHOD EQUAL TO THE ABOVE.
<br />2) COORDINATE WITH ARCHITECTURAL DRAWING FOR FLOOR OR AREA FINISH; AND PROVIDE CORRECT TOP STYLE FOR aRM► IC OR
<br />QUARRY TILE. ASPHALT OR VINYL TILE, TERRAllO. POURED OR TRAWLED SYNTHETIC. FINISH CONCRETE. AND ALL PAVED AREAS,
<br />PROVIDE FOR FLOORS HAVING A WATERPROOF MEMBRANE, USE ZURN FLANGE CLAMPING RING.
<br />MATERIAL SPECIFICATIONS
<br />DOMESTIC WATER PIPING SHALL BE HARD COPPER PIPE TYPE "L"
<br />ANSI / ASTM B-88 WITH WROUGHT -COPPER SOLDER -JOINTS
<br />FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K"
<br />ANSI / ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW
<br />GRADE.
<br />2. PIPING: SOIL, WASTE AND VENT PIPING SHALL BE PVC
<br />3. PIPING: RAIN WATER PIPING SHALL BE POLYVINYL CHLORIDE
<br />SCHEDULE 40 (PVC) PLASTIC DRAIN. WASTE PIPE AND FITTINGS. PIPE
<br />AND FITTINGS SHALL CONFORMING TO ANSI STANDARD K65.56-1971
<br />AND ASTM STANDARD D2665-82. SOLVENT CEMENT FOR POLYVINYL
<br />CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS SHALL CONFORM TO ANSI
<br />STANDARD B72.16-1971 AND ASTM STANDARD D2564-80.
<br />4. INSULATE ALL HOT WATER, LINES, AS FOLLOWS: HW SUPPLY 1" THICK
<br />PREFORMED ARMAFLEX PIPE INSULATION. HORIZONTAL STORM DRAIN
<br />PIPING WITH 1-1/2" THICK PERFORMED FIBERGLASS PIPE INSULATION.
<br />GENERAL NOTES:
<br />1- DO NOT SCALE DRAWINGS FOR PARTITION LOCATION. CONSULT
<br />ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS.
<br />2- CONTRACTOR SHALL VISIT SITE TO VERIFY FIELD CONDITIONS
<br />& PHYSICAL LOCATIONS & SIZE OF EXISTING SERVICES.
<br />3- SANITARY LINES LARGER THAN 2J" TO SLOPE J"/FOOT.
<br />4- SANITARY LINES 2j" AND LESS TO SLOPE }"/FOOT.
<br />5- CONSULT ARCHITECTURAL DRAWINGS FOR ALL FINISH FLOOR
<br />& GRADE ELEVATIONS.
<br />6- SEE ARCHITECTURAL DWG'S FOR ROOF DRAINAGE.
<br />HANGER SCHEDULE - ROD SIZE
<br />PIPE ROD NOTE:
<br />SIZE DIA.
<br />CONTRACTOR TO COMPLY WITH FBC
<br />1 2 3/8 SEC 308 & HANGER SPACING TABLE
<br />3/4" 3/8" 308.5
<br />1-1/4"
<br />3/8-
<br />1- 1 /2"
<br />3/8"
<br />2"
<br />3/8"
<br />2-1/2
<br />1/2-
<br />3"
<br />1/2"
<br />3-1/2"
<br />1/2"
<br />4"
<br />5/8"
<br />5"
<br />5/8"
<br />3 4
<br />7 8'
<br />DRINKING FOUNTAIN
<br />PROPOSED PLUMBING PLAN
<br />SCALE: NTS
<br />SLOPE OF HORIZ.
<br />DRAINAGE PIPE
<br />SIZE (inches)
<br />MINIMUM SLOPE (inch per foot)
<br />2-1/2 or less
<br />1/4
<br />3 to 6
<br />1/8
<br />8 or larger
<br />1 /16
<br />TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004
<br />TANKLESS HOT ELECTRIC WATER HEATER SCHEDULE
<br />MODEL
<br />MANUFACTURE
<br />WIRING
<br />VOLTS
<br />AMPS
<br />KW
<br />SET MPAX
<br />TEM
<br />I ACCESSORIES/REMARKS:
<br />RP-1
<br />FORTIS - 9.0 GPM
<br />8 GA
<br />208
<br />18
<br />3.5
<br />110' IF
<br />WITH 0.5 GPM FAUCET AERATOR FOR SINKS & LAVATOR S.
<br />MOUNT HEATER ON WALL IN MECH
<br />ENGINEER OF RECORD:
<br />COOL AND COBB
<br />ENGINEERING CO.
<br />CERT OF AUTHIZATION #29713
<br />FL LICENS #16921
<br />203 WEST MAIN ST.
<br />AVON PARK, FL 33825
<br />PH. 863.657.2323
<br />DRAFTING SERVICES BY:
<br />MICHAEL GARRISON
<br />224 DATURA ST. #401
<br />WEST PALM BEACH, FL 33401
<br />561.835.9744
<br />'NT:
<br />ORANGEWOOD
<br />BUILDERS
<br />ESS:
<br />1105 WEST CIRCLE ST
<br />AVON PARK, FL 33825
<br />863.452.6400
<br />N
<br />0
<br />J
<br />Q
<br />Uf
<br />O w
<br />w
<br />co m
<br />CL
<br />2 Unix �
<br />¢ W�
<br />N v
<br />Cr
<br />W
<br />104
<br />W
<br />W
<br />G
<br />REVISIONS/SUBMITTALS:
<br />ID DESC DATE
<br />PERMIT SUBMITTAL 12.19.11
<br />I AS BUILTS 6.11.121
<br />AWN BY: MSG
<br />ECKED BY: COOL&COB
<br />OJECT:
<br />TE: 5.11.12
<br />P 1
<br />�Z OF 13 1
<br />
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