HomeMy WebLinkAboutHarbour Ridge South 51901ST. LUCIE COUNTY PERMIT APPLICATION
p MIT NO..
;APPLICATION FOR PERMIT TO CONSTRUCT
JO@ LOCATION/ADDRESS:
140
AL DESCRIPTION Harbour Ridge, Sot
( CODE # ) SEWAGE PERMIT NO.
en Apartments (8 Units) and Att
bour Ridge Blvd. Palm City, FL`
dY 4
IMPACT: DISTRICT 51&A'�•i`f MAPS # r� FLOODZONE
E VD,� 7�-� EL--��r ---
G-8 VI UNIT Bldg. 4 SEC' Z6 TWP 37 S RGE" 40 E
itiLo =h ZQNEAC)_ GMPP T --
(/ '/895.73' x 73.53' x 036.14' x✓A;.77'
LO 'SIZE/DIMENSIO S n EST COST $570,144.00
SET BACKS: f69'42' SIDE r SIDE t_ TS
12,7t74 S.F. Z,468 S.F. @s .73.to
�SCt FT BUILDING: LIVING AREA ACCESSORY
.ARCHITECT: NAME Lester W. Boese _PHONE 336-1800
ADDRESS P. 0. Box 2451 CIS, Stuart ST FL ZIP 34995
*CONTRACTOR: STATE M/CERT # " 'CGCAN454 COUNTY CERT # 8796
AME J & N Construction, Inc. ADDRESS 13500 N.W. Gilson Road
CITY Palm City STATE FL ZIP 34990 PHONE 336-1160
OWNER OF AME Harbour Ridge, Ltd.
PROPERTY:
ADDRESS 13500 N.W. Gilson Road PHONE 336-11E0'
CITY Palm City STATE FL ZIP 34990
STATE OF FLORIDA, COUNTY OF ST. LUCIE
Before me, the undersigned authority, personally, geared John E. Moore who upon
being duly sworn, deposes and says that the informatio c n ine t1je foregoing application is true and correct.
ohn E. Moore Applicant Vicf3 Presippd�,ent
worn to and subscri4 ihm UL
day of —, 99_14�.
EES G�kv Y1A Required s ❑ No ✓ U
Notary lic, State of Florida at Large Amt. PcI
My Commission expires: `b?ot�tt9 tnhlic'*''" °t`crTnta Date Pd i/J Posted
- ---------- -
CHECK LIST
PR/ 90-0034
(So. Shore Village)
Project Name: Harbour Ridge - 8 Unit Garden Apartment & Attached Garages
Architect:' Lester W. Boese ph: 336-1800 (Stuart)
Contractor: J & N Construction, Inc. ph: 336-1160 (Palm City)
Owner: Harbour Ridge, Ltd. ph: 336-1160 (Palm City)
Address: 12366-12380 Harbour Ridge Blvd. Palm City, Fl
Occupancy Classification:
Type of Construction:
Height and Area:
Occupancy Requirements per Chapter IV:
Construction Requirements:
A. Fire Protection:
B. Egress Requirements:
Other Requirements:
AM Elevators
AIA Sprinklers A Standpipes
Al Combustible Materials - Interior
AitC goof Coverings
Light - Ventilation - Sanitation
Handicap Requirements
ChAagc� fid 29" Cyr- c0P"''`J enc." Afta
Plans sent to Fire Dept. - Date:
Plot Plan Check
Water
Energy Code
Sever
Paving 6 Drainage approval by Engineering Dept.
Special Conditions prior to issuance
Threshold Affidavit/Before Issuance Affidavit
Approved:
li
BUILDING PLAN CHECK
I' ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA
TELEPHONE 465-6655
I
PROJECT NAME: HARBOUR RIDGE GARDEN APTS. #1986
PLAN NUMBER
DATE RECEIVED 2-1-90
CONTRACTOR: J & N Construction _ _ _ PHONE NUMBER: 336-1160
ARCHITECT: Lester W. 'Boese PHONE NUMBER: 336-1800__ _
OWNER: Harbour Ridge
LOCATION:__. _— __ M66--12380 Harbour Ridge Blvd.
TYPE OF OCCUPANCY: _ - __ Residential _TYPE OF CONSTRUCTION:
SIZE OF BUILDING: --- _ 12,704 sq. ft. __NUMBER OF FLOORS: __..__ 2
REQUIREMENTS:
'Sheet E-1.The smoke detect
2. :The stair hand and guard rail det
NFPA 101, 5-2.2.6.2 Each new stai
3. The penetration of fire resistant
in the
_ is not shown. The Dlan-sheet show
walls or partitions, floors or`floor c
assemblies
for electrical, telephone, plubming,'air conditioning, intercommunications system, or
similar facilities shall not be permitted unless such openings are installed ;in`such a
manner that the fire resistance is not reduced.
4. Penetration ;by metal or PVC (plastic) piping through rated concrete floor or wall assemblies
shall be installed using an approved fire safe material. Diameter of penetrating holes
shall be in accordance with Underwriter's Laboratories system design number or other approved
manufacturer's requirements for the pipe diameter.
' 5.: There is no section shown on tenant separating walls.
ry NOTES Tenant separating walls shall extend from the floor to ti ht against the ropf tdeck.
^ —
`CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
24 HOUR NOTICE REOUIRED ON ALL INSPECTIONS
RBIEWED pp �y3:=3�7/ SIGNATUR DATE
~ BUILDING PLAN CHECK
ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA
TELEPHONE 465 6655
CONTRACTOR:
ARCHITECT:
OW N E R:—.__.--
LOCATION: —
TYPE OF OCCUPANCY:
SIZE OF BUILDING: —
PLAN NUMBER
DATE RECEIVED
PHONE NUMBER:
PHONE NUMBER:
TYPE OF CONSTRUCTION:
NUMBER OF FLOORS:
#1986
REQUIREMENTS:
Truss assemblies are not part of a rated assembly. The wall must extend to the roof deck.
c
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS
REVIEWED,$j'�
sirunn DATE _"--12 C 90
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3-,4-89 1--'P QE,/ TYPICAL (f,
NO. DATE BY REVISION
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BUILDING SITL E PLAN
FOR
AT 6 FAREA G-8
SOUTHSHORE VILLAGE
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NOT A SURVEY
DATE: MARCH 198
P.A. NO. 8 8- - 193
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A-G-91
3-,4-89 1--'P QE,/ TYPICAL (f,
NO. DATE BY REVISION
k, J1
BUILDING SITL E PLAN
FOR
AT 6 FAREA G-8
SOUTHSHORE VILLAGE
F=lm
E3
NOT A SURVEY
DATE: MARCH 198
P.A. NO. 8 8- - 193
P LOT9CE
NOT TO REOCCUPIED
BEFORE FINAL APPROVAL
PYT jL01K
EE ATTACHED CONDITIONS
k,-X)1'WNAL RESTRICTIOWS
p,,,)PERI Y THAT
eA THF NpUBLIC SI, OR[)$ OF
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STRUCTURAL ENGINEERS
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BOCA RA70 FLO 33487
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: _- to secure the following ulti"te coz reseivu stre. strength In 28 days sin, E 6 f► c �t etc tx p w.11 _ p Y { )I .
`f a) 4 000 P.S.I. for slabs beaus, and colunne, b) 3,000 P.S.I. for foot- ttf .rr.a tr�'d
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i s and slabs on grade.
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2. ReSnfoscing steel shall consist of deformed bears of new billet steel
neetinkA.S.T.M. specification A-o15,60 (60,000 P:S.I.) free from oil, /fir 2-"7 lI" 4r, 75+ . }� s=ea�ailaUo
dirt, and shell be detaile,l fabricated and laced,
I scale, , apd rust � ..... � 'I .ii C'lC,. s ,y, Z•r,' �J -
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g i in accordance with A.C.I. Building Code Requirements (A.C.I. 318- 6,3), 3a 4 _
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Manual of Standard Practice (A.C.I. 315-80), arA.. as shown in Reinforcir --- - - - ! _ _.... I _ _ _
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if esent, shall conform to A.S.T.M. A-36 and shall � G+(-V �. � 21%' �-� `�k:` 2- 5 2 S 2 CZ.
3' berfabricatedein,accordxnee with A.S.I.C. Specifications and Manual of 41
_._..._ _.: • Steel Contruction Eighth (Sth) Edition. All shop connections shall be r_
F_ _ _t welded. Field connections shall be selected to support half (i) the —= - --,—'� s u ^ i'� , �+? `•p374� $ X tG 1 ^ 2- 5 •i G.'7+w arai+n lup>
shown in tables for allowable'losds on beams total unlfox�e Load capacity,..., for the given shape, span, and steel. specified. One shop cost and one.
I� •' 4 t77 field coat of an approved paint shall be applied to all structural
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4. Cantilevers shall not be shored from other cantilevers unless they
e\ _: ars in turn shored.
5. Pipes and conduit where embedded in sLr4 'ural slabs shall be placed at ZZ g� zz fin_ zz z_n
rid -depth of slab no closer than three (3) diameters on center and shall — -
Q 2,n
/ / \ not exceed 2 inches outside diameter. — e 2_- — --- - - Sr- - —_ ---- -- - -- —-----------._
. 1
---- _---- --- ._ \ -- ? 6 Allow one week for engineer to approve shop drawings.
- ' Cs�zn 2✓IrJF c nIG. �r/s1 Z SNw —_ _ _- �I Z� MI rr:>L-.(—
Ilkq%z �i --4 �'�"w 7. To the best of our.knowledge the plans and specifications
g � � I :�� �%c. ,,,r.=�•�� rr.,-�Ir-+r-. (-r,rr� t �j" ., comply with the applicable minimum building codes. ,- -z c- ,-
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FOUNDATION NOTES
1. Floor slab shall be a 4" concrete slab on grade w/6x6
10/10 W.W.M. except where otherwise noted.
2. Column and footing centerlines shall coincide unless
otherwise noted.
3. Top of footings shall be 2'-0" below top of finished
floor slab unless noted otherwise.
4. All roots, organic material and debris shall be
removed prior to placing of clean sand fill.
5-. Existing loose sand shall be vibrocompacted to 95%
of the maximum density prior to placing of new fill.
6. All fill placed within 5'-0" of the perimeter of the
construction shall consist of clean, well -graded sand
placed in 6" lifts (max) and vibratory compacted to
achieve a minimum of 95% modified proctor AASHO - T180.
7. Provided �" premolded joint filler between columns and
slabs on grade for isolation.
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TAURINSKI & ASSOCIATES,
STRUCTURAL ENGINEERS
6971 N. Federal Hwy. #204
BOCA RATON, FLORID
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SOUM gWELL k �r
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TAURINSKI & ASSOCIATES,
STRUCTURAL ENGINEERS
6971 N. Federal Hwy. #204
BOCA RATON, FLORID
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M E T E
R
C E N
T
17 R
APAi I MENT CAt_C70LATIONS
APARTMENT CAL_t:ULATIONS
I U I L D I N C SERVICE
C A L
C U
L A, I 1 0 0 9
W _ ------
PROJECT WANE, HAP3OtJR RI1(X
t
PROJECT NAME HAR}Y3(1R RILf.E
HARDIRM
11DCE
DESCRIPTION , PANEL 2 IDEDROON UNIT
DESCRIPTION , PANEL 3 BEDR" UNIT
DESCRIPTION
TOTAL
SERVICE
8 tEITS
APARTMENT:
3 BR
2
N
DEMAND LOAD
D1114D LOAD
FLOOR AREA 101
19Ot
t6lo
LICHTINC 4, RECEPTACLES
4.1
LIGHTING 5 RECEPTACLES
S.7
NO. OF APARTMENTS
4
4
FORTAPLE APPLIANEI
3 1
PORTABLE NPLIANCES
3 1
DESCA�PTIOF! ►LEUTRAL
REFRICER„ATD0
.8
REFRICERATDR
.1
RANGE 6 DT1
12.1
RANGE 1 MI
12.1
LICHTINC 4 RECEPTACLES
yes
S.7
4.8
FIXED APPLIANCES
FIXED APPLIANCES
PORTAKE APPLIANCES
yes
3.1
3,0
DRYER
S O
DRYER
5 1
RANGE 1 OVENS
Res
12_1
12.1
COMPACTON
i i
COMPACTS
DRYERS
yes
S 1
S.1
DISPOSli
1.1
DISPOSAL
I.1
COMPACTORS
Pew
1.1
1.1
IISHWA!t11
1.2
DISHWA�Iiu
1.2
DISPOSALS
yew
1.1
I
I
WASHING MACHINE.
t.S
WASHING MACHINE
i 5
DISINATTF1
Yes
1.2
1.2
PAM ITATI)S
3_1
RATH HEATFIS
3.1
WASHING MACHINES
Yes
i S
I
S
ELECTRIC WATER HEATERS
30
ELECTRIC WATER RATERS
3,1
BATH HEATERS
yes
IA
3.1
ELECTRIC WATER HEATERS
ns
3.1
3
O
AHU h HEAT STRIPS
ns
1.9
8.9
TOTAL COIN LOAD
T,)TAL CONN. LOAD
REFRIGERATORS
yes
B
$
APPLIED TO DEMA4
J6.3
APPLIED TO DENAIM
37.2
ist to KW 1 tell
11.0
1st to KW / till
11.1
APARTMENT TOTAL IkwI
S2 S
51.6
REMAINING 1 41l
IO.S
REMAININC 1 411
11.9
TOTAL s NO. sf ROTS IN]
21/.1 216
S
FFEDEIS
NON -DEMAND I-OAD
IRON -DEMAND LOAD
bEMAND
364.8
ANU t CONDENSING UNITS
6.5
AHU S CNDENSING UNITS
6.S
DIVERSITY wo:.C.)
1.43
FIML SERVICE DFT'A+D
27.1
FIND SERVICE DEliA9(D
27.3
NIPS
f12.4
AMPS
113.9
iS6.9KW
f 240V
6S4A
NEUTRAL
NEUTRAL
_
DFMA4D L FSS RAKE 1 Eh341
21.3
D hmi LESS RAWT i EWi'B
22.2
NEUTRAL
KMARD Tess LADS W/NO NEUTRAL COW
269.6
ist t0 KW E till
11.0
lot it KW 1 till
to 1
DIVERSITY (N.E.C.)
w.43
REMAINING 1 44l
4.S
RIMAIKINC 1 4el
4.1
RAKE z .7 1 DEM144D FACTO
S.6
RAKE 1 .7 1 DCMA.ND FACTO
S.6
tt�.9xu
- --
! 241V
- -
�
_
493A
FINAL NEUTRAL SERVICE DEI1AYD
21.1
FINAL NEUTRAL SERVICE DEMAi4D
21.5
NEUTRAL AMPS
83,g
NEUTRAL NIPS
85.3
G F, NERAL F, L F. C' T R ICAL NOTES
1. VISIT 71IE SITE BEFORE SUBMIMtr, A BID.DFTFPCIINF "IF
OUARACTERISTICS OF EXISTING FACILITIES F11I01 WILL AFFEEr`r
PEPFOEI-W)CE OF T11E WOPK,TXYr N1I01 ARE NOT SI)O&N ON "T
DRAWINGS OR T11F SPECIFICATICYIS.
2. ALL MATF.PIAIS SIIALL BF. UL APPROVED. IN.^TALLATION FRALL Sr Ill
ACCORDANCE WITTf T11F N.E.C., ALL LCXM AND STATE C)DE
R1W I REMExTPS .
3. SWIT0IES, PANFIZOARDS nit) GOAD CFMFPS m) ATL (n?mmrr
PARTS, ETC., MUST BE O' TIM S7a,? MN1JFACTI7PF'R.
4. ELEX.`I'RICAL COPTRACTOR FlIALT, FTK7VIDP AEI, PFQUIRED PTTMITS.
S. FLEX-TRIC+L CONTRACTOR SIIALL PPV1DF TEMPORARY SERVICE FOR USE
OF ALL TRADES AS RFX�UIPES) !nP C)NSTRLYTTON.
6. FI,DX MICAL COtnRACPOR SIUALL VERIFY REX3UIRr,-%N1'S, EYACT
LOCATION Aft TYPE OF OL'TLE'T FOR ALL ELECTRICAL FIXTURES,
APPLIANCFS AND EQUIPMENT.
7. ALL CDNCA)C"I.ORS SHALL BE COPPER. '11TE MIY,TM'JH SIZE SHALL DE 412
TW. CONLXX.'•IC)RS 46 AND LARGM SIIALL BF TIM UNLESS OTTIERWISE
SPF1 IFIED.
S. ELECTRIC'AL CONTRACTOR TO COORDINATE TEL,F.PtIONE SERVICE.
9. ELFrrRICAL CONTRACTOR TO RUN CONITCXL WIPES T"1R INAC SYSTEM,
19. ELErRICAL CONTRACTOR SIIALL PT=IDF A T'YPD,RITTLN DIRECTORY
FOR EA01 PANEL.
11. FLE)=ICAL CONTRAL.'IOR SIIALL ASSURE T1iAT ALL FFATIMES OF
SERVICE (AMPLY WITH POWER COMPANY RDOUIREMM7S. ALL
MUIPt1Etf1• NOT FURNISHED 1NL)/OR INST'1ULFD BY 71IFL POWEP CX)MPANY
IS TO PE FURNISIIFD AND INSTALLED BY . 111E ELECTRICAL
C )NTT AC -MR .
12. FLLISE4 PN ELS SHALL NC7T' PROTW)E. 711E DFMII OF 71E VCALL SIIALL
BE CIII)CKFD PRIOR TO ORDERING. SURFACE MOUN72: '.NExS SHALL.
BE SECURED FIRMLY TO WALL.
13. ALL MXXIIT SIIALL BE GALVANIZED PIGTO EXCEPT R:' �LLO S:
A) FS-, MAY BE USED INDOORS, O'TT° C;E' SOTL AEI) h'?+ :<r: NOT .SUEM"
TO NIYSICAL ABUSE, PER N.F.C.
B) FLEXIBLE CONDUIT SHALL BE USED FOR M)UIr`NT2-r COW07rIOd
NOT TO FKCF.FD SIX (6) FTET.
C) P.V.C. SCIIFD(7L.F, 40 PF XV GRADE MTN. 24" W/T"TIT V TPr AS
REQUIRED.
D) ALL EMPTY C ,IDUITS ARE TO 171VF PULL WIRES AND CAPPED.
L.C'ATIONS SIIALL BE F%PKPD IF BURIED UNVERCMO1,1D, M.
14. PROVIDE: DISC. SWITCH FOR INAC FQLIIPMFN,CONLXIIT AND
CONDUCTORS- AS REQUIRED. INSTALL: ALL STARTFPS, CONTACTORS
M. ., FOR IIVAC FQUIPMFNT PROVIDED BY (MIER TRADES.
15. WJNTING OF OUTLETS AND SWITC11FS qU%L BE AS FOLLOWS:
1) ALL SWITCITFS SIIALL BE 6" rl" ',)OOP JAmn OR CORIlE7t AND 44"
AFF. - QUIET 'TYPE SINGLE POLE.
2) All, TFLF,PIKWF. MI) TV OUTLETS SHALL, BF AT 12" AFF.
3) ALL DUPLEX RECEPTACLES In BE AT 1.2" AFF ma'PT AT ODUPTI'F.R
AREAS OR UPTLFSS CMIFRWTSE rX71'PL).
16. ALL DIS(_'ONRTErrS ON SERVICE INTRA" FWIPMF2d'T TO ENE HFAVY
DUTY W/K'IN-R FUSED, TZF.)D 71014 CLIPS SIIALIL BE INSTALLED ON
ANY SWITOIGFAR OR DISCOVNEXT USIWj KTN-R OR EQUAL TYPE
FUSES.
17. NFrA 3R ENCLOSURES SIIALL BE F IMISIIED FOR ALL EXTERIOR
ELF17TRICAL FWIPMFNP.
19. ELECTRICAL CONTRAC."IOR TO GUARANTFE W R?U-MS!1IP AM MATERIALS
FOP OlE YEAR AFTER ACCEPTANCE OF JOB.
19. LIGHT FIXTURES SIIALL BE SUPPLIED WITH ALL "IrTIPK; IIAPTfeWF,
LAMPS AND BE CLFAEI BEFORE ACCFPTAK.E. ALL CEILING AND WALL,
JUtKTION PDXES TO HAVE PORCELAIN SOCKETS AND LAMP.
20. LIQUID TIGHT OR RAIN TICIPD GREFSIFIFLD WITTI APPROVED FITTINGS
SHALL BE USED IN WET LOCATIONS AND ALL OUTDOOR LOCATIONS.
21. FI,FCTRICAL CONTRACTOR MUST VERIFY ALL AIR CONDITIONING FUSE
SIZES WIT" MANUFACTURERS NAMEPLATE ON FQUIPM IT PRIOR TO
OPDERIW, SWIT0TE.S, ETC.
E t_ E C T R I C: P A N T_ L_
121/241-1 PHASE-IW
60 DEC C RATED WIRE
SV!IAeF D LOAD CEKTPR
PAPBO11 RIDGE
PANEL 3 EEDROOM UNIT
ISO
iltil
A MtO
A I C
DESCRIPTION I K W
I WIRE
2l
LIGHTING 6 RECEPTACLES
5.7
TW 4
12 AWC
6 ?
1
21
PORTABLE APPLIANCES
3.1
N 4
12 AWG
S
1
21
REFRIGERATOR
8
TWO
12 AWG
4 11
2
4/
RANGE 6 OVEN
12,1
TW 4
8 AWG
,
14 12
2
34
DRYER
SA
TV 1
11 AWG
}
13
1
20
COMPACTOR
I
TW 1
12 AWC
14
1
21
DISPOSAL
t.l
TW t
12 AWC
IS
t
21
DISHWASHER
1.9
Tv 4
t2 AWG
IE
1
28
BASHING MACHINE
(.5
TW 4
AWG
17
1
21
BATH HEATER (1)
1.S
TV 1*'
.! AWG
IS
t
21
BATH NEATER (2)
L S
TW 4
i2 AWG
19 21
2
21
ELECTRIC WATER HEATER (1)
1.1
TV 4
12 AWG
,
21 22
2
41
CONDENSING UNIT (i)
5.3
TW 4
it AWG
,
23 2S
2
61
AHU 8 HEAT STRIP (1)
8.9
TM 4
6 AWG
24 ',1 26
2
20
GNijCE, CART S70R.
1.0
TW,u.
10 AWL .
27
1
20
SPARE
28 - 30
-
-
SPARE
U,
C,
T R I C P
A N
E L_
421/244 1
PI+ASE 3W
HARPO(1R RIDGE
ISO
A
NLO
65 DEC C RATED
WIRE
PANEL 2 BEDPOOM UNIT
11111
A
I C
Sit(1ARE D LOAD CENTER
DESCRIPTION
I K.W
IW_IPF--
1 -
1
21
RIGHTING 6 RECEPTACLES
4_8
TW 4
12
AWG
S } 6
1
21
PORTABLE APPLIANCES
3.1
TW t
12
A"7
1
21
REFRIGERATOR
6
TW 1
12
AW
8 , i4
P.
4t
PANCE 6 MEN
12.1
TV 1
8
AWG
9 , 1t
2
38
DRYER
5.1
TW 1
LB
AWG
12
1
21
COMPA70R
t.i
TW 4
12
AV
13
1
21
DISI'OsAL
iA
TW 4
I2
AWG
t4
1
21
DISHWASHER
1.2
TW 4
12
AWG
15
I
21
CASHING MACHINE
1_S
TW 1
12
AVG
16
I
21
PATH BEATER (i)
1 S
TW O
12
AWG
17
1
26
PATH HEATER (2)
1.S
TW 4
12
A'WI
18 , 21
2
21
ELECTRIC WATER IS,ATER (1)
3.1
TW 1
12
AWG
0 , 21
2
41
CONDENSING U1NIT (i)
5.3
T4 4
18
AWG
22 1 24
2
61
AHU A HEAT STRIP W
8 9
TW 4
6
AWG
231_,25
2_
20
C4>RAGE,CART STOR.
26
1
20
SPARE
27 - 30
-
-
SPARE
Nn! / P/4 N�L
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TKrP
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key
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PLUMBI N G NOTES
1. VISIT THE SITE BEFORE SUBMITTING A BID. DETERMINE THE
CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT
PERFORMANCE OF THE WORK,BUT WHICH ARE NOT SHOWN ON THE
DRAWINGS OR THE SPECIFICATIONS.
2. INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL AND STATE
CODE REQUIREMENTS.
3. ALL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE
CODES.
4. PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS.
5. FURNISH AND INSTALL WATER TO THE BUILDING IN ACCORD WITH
LOCAL GOVERNING CODES, ALL DOMESTIC WATER PIPING SHALL BE
TYPE "L" HARD COPPER- ALL SANITARY PIPING SHALL BE HUBLESS
C.I. OR PVC AS CODE PERMITS. NO PVC PERMITTED IN AIR CONDI-
TIONING CEILING OR CLOSET PLENUMS.
6. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND
WORKMANSHIP FOR ONE (1) YEXR AFTER COMPLETION AND
ACCEPTANCE BY THE ARCHITECT. HE MUST CORRECT ANY DEFECT
THAT OCCURS DURING THAT INTERVAL WITHOUT ADDITIONAL COST TO'
THE OWNER.
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CRANE, INC.
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CONSULTING ENGINEERS
2705 PARK STREET (305) VVV
LAKE WORTH, FL 586-4003 w»;.
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