HomeMy WebLinkAboutTri-W-Rental 40213BOARD OF COUNTY
COMMISSIONERS
Mr. Mike Nichols
Tri-W-Rental
3885 Selvitz Road
Ft. Pierce, Fl 33482
Dear Mr. Nichols:
N g ti� DEVELOPMENT
COORDINATOR
• • JCCARY AMFNT
�`OR�QP
April 11, 1986
The St. Lucie County Planning Department is requiring a
Road Impact Fee of $970.00 for the Tri-W-Rental Site at 3885
Selvitz Road. This is based on 5000 square feet of building
and the General Industrial category. This is based on the
formula - 5000 ft. x $194 = $970.00.
If you have any questions regarding this, please don't
hesitate to contact me.
Sincerely,
I�
Gary M. Schindler
Acting Planning Administrator
GMS/DEW/sew
HAVERT L. RNN, District No. 1 • E. E. GREEN, District No. 2 • JACK KRIEGER, District No. J • R. DALE TREFELNER. District No. 4 • JIM MINIX. District No. 5
COiAry AdnMnstgp, - WELDON 5. LEWIS
2300 Virginia Avenue • Fort Wei, 11� 33482-5652 • Phone (305) 466-1100
-1
FORM 802C
FLORIDA MODEL ENERGY EFFICIENCY, CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED By THE DEPARTMENT OF COMMUNITY AFFAIRS
STATISTICS
NON - RESIDENTIAL BUILDINGS
PROJECT
NAME : Trl-W Rental
JURISDICTION :St. Lucie Co
ADDRESS:
Se1V1tz Rd.
CITY, ZIP
CODE : Ft. Pierce, 33450
JURISDICTION NO.:661000
BUILDER
ZONE : 6
OWNER :
BUILDING CLASSIFICATION(S) zo
BUILDING VALUE S
SYSTEMS
LIGHTING TOTAL KW — 2.9
AIR CONDITIONING --
UNIT NUMBER
TYPE
EER
SEER
COP
TONS
No. 1
U
8.4
U = UNITARY
C = CENTRIFUGAL
P = POSITIVE DISPLACEMENT
ENVELOPE
REp
U
WALL N O .
7 Metal Stud
1170
.09
_
NO.
2
ROOF
1695
.05
RAISED FLR
/ INT WALL
GLASS
404
5
T' 1'AL CONn
rI nno ..
SF
4TIFIED BY: CA�'�� `_�_
HEATING
UNIT NUMBER
TYPE
COP
BTUH
No. 1
HP
2.7
E = ELECTRICAL RESISTANCE
HP = HEAT PUMP
G = GAS O = OIL
COMPLIANCE )
rSECTION 8 BUDGET -40
BUILDING MBTU/SF a 27.4
SECTION 4
BUILDING MBTU/SF
CODE REQ'MT MBTU/SF
1
FORM 802C
FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
STATISTICS
NON - RESIDENTIAL BUILDINGS
PROJECT NAME : TTl-W Rental
JURISDICTION :St. Lucie CO
ADDRESS: SelvitZ Rd.
CITY, ZIP CODE : Ft. Pierce, 33450
JURISDICTION NO.:661000
BUILDER
ZONE : 6
OWNER :
BUILDING CLASSIFICATION(S) : zo
BUILDING VALUE $
SYSTEMS
LIGHTING TOTAL KW = 2.9
AIR CONDITIONING
UNIT NUMBER
TYPE
EER
SEER
COP
TONS
No. 1
U
8.4
>� U = UNITARY
C = CENTRIFUGAL
P = POSITIVE DISPLACEMENT
ENVELOPE
NE
T A
U
WALL N O . 1 Metal Stud
1170
.09
NO. 2
ROOF
1695
.05
RAISED FLR / INT WALL
GLASS
404
5
TOTAL COND. FLOOR AREA = 1,695 Sr^
HEATING
R
TYPE
* *
COP
BTUH
HP
2 7
EHP—
CTRICAL RESISTANCE
T PUMP 0 OIL
COMPLIANCE
SECTION 8 BUDGET =40
BUILDING MBTU/SF 27.4
SECTION 4
BUILDING MBTU/SF
CODE REO'MT MBTU/SF
ERTIFIED BY:
FORM 802 A
FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
SUMMER
ENERGY CONSUMING
SPRING AND FAL�
WINTER
l
F ELEMENTS - ua.LE
U• *AREA *MTR - MBTU
U• ; AREA q MTR ; MBTU
U• *AREA *MTR - MBTU
WALLS
A
Uw
Aw
xWWM
09
1170
-7,0 -737
Uw * Aw
WSFM
09 1 1170
1 -0.8
-84
*WSM170
LuwLA-
3.2
337
B ROOF Ur * Ar tRWM U, Ar JRSF Ur * Ar *RSM
.05 695 -2.1 -178 05 1695 17.5 1483 50 1695 120.9 1771
RAISED FLOOR 8 Uf * At *FWM- Ut At *FSFM- Uf Y ATi�
l"� INTERIOR WALLS f\�I r
GLASS SOLAR
OR.
Overhan 2' =
N
" 10'
E
21
S
D
GLASS CONDUCTION
E
OUTSIDE AIR
F [-- ! i
G PEOPLE HEAT
� LIGHTING HEAT
I HVAC MOTOR HEAT
INf IDE COND. fIACE
MOT INCLUDED IN C.O.•.
1 1 �
K WINTER SUBTOTAL
L START-UP HEAT A
1695
M SUBTOTALS ❑H or
N HEAT/COOL SYS.MTR
P SEASONAL SUBTOTALS
Lol
ENERGY SUMMARY
LIGHTING
RAW ENERGY
WATER HEATING
1
choose
HEAT
UH�
H
2373
UUVLw-
C 8228
HSM ,36
CS
r7
777)
854
LRE i< WATTS
6.57 2900
W OR BUHWx Ar
HVAC
DEVICE
MRE
MOTOR
COOLING TWR
RAW
PUMPS
ENERGY
AHUS - VAV
ANUS - CV
OTHER
BHP
r
1
Ue * Aa
CSF#6A
.50 404
1
choose
H C
`— _ 21
x
M .42 HSM �r
C 3456
faa
CSMI .42
rl 9007
HEATING I 854
MBTU
19,053
MBTU
3 221
MBTU
R
TOTAL MBTU
R 46,498
_ S FLOORlbliAREAAr
= T DESIGN ENERGY
U
SC
* As
2
260
72
* SSM
.50
6•
580
.56
21.3
2769
50
22.3
803
� CSM .42
r, 10, 907
23,370 1 COOLING
together
24,r-- 22�
1L 3,221
TOTAL MBTU _
46,498
ABLE —e
e 8-1
�axcenre STATE OF FLORIDA ry
�� wQ DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT
Authority: Chapter 381, FS
Chapter 10D-6, FAC
Applicant PermitNumber
--------------- PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL ...............
Treatment Tank Minimum Draintrench OR Minimum Absorption
Size Bed R1•e
Septic tank or Grease
aerobic unit / o gallons interceptor gallons Square Feet 3L';16) Square Feet
Septic tank or
aerobic unit gallons Dosing tank gallons Square Feet _ Square Feet
Graywater
tank gallons _ Square Feet Square Feet
Laundry
waste tank gallons Square Feet Square Feet
Other Requirements:
(a) Installation must be in accord with requirements of chapter 10D-6, FAC.
(b) A system construction permit is valid for a period of one calendar year from date of issue.
(c) Final installation inspectipn and pproval is required before the system is covere�
(d) Invert of stub -out for i�.,J�.�-,� to be,/ff /1e21-el , benchmark
Invert of stub -out for to be benchmark.
Invert of stub -out for to be benchmark.
Invert of stub -out for to be benchmark.
(a) Fill quality and quantity:
42
(0 other: 14PACHLA GL'RlE2 t, c�i RE ��CIYtE,trTS m�/ST �t SflTisfIC4
System design and specifications by:
rAr
Title
Construction authorized by: taal- Date -
County P ( Health Unit
Note: Completed copies of this form will be provided to the applicant, installer and the building department.
AUDIT CONTROL No. 33852
r,no-n rero4 �io,.rec ee 1voaonne9 prevleua emcone which may not be used)
IStarx Number. 5744-001-4016-01
18. (X 1 Twn co ies f W
P o "I Complotion Report
STATE OF FLORIDA
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
a®...r
APPLICATION FOR QNSITE SEWAGE DISPOSAL SYSTEM CQN§TRlJCTION PERMIT
�4u*ority: Chapter 381, FS
Chapter 1 OD•6, FAC 3 9
lPate of Application Permit Application Number
I
........._ ................................................ "...,PAfIT I • APPLICATION.......,.....-...,_. ........�.._.......-..,.
Name of Owner Telephone Number
Mailing Address Rf Owner
Owner's Agent M I CI 0 7. 1\,! ! 94Sr builder
Agents Mailing Address Telephone No.
I Property Street Address S ��.--, 0 I:CZ 2U A D
21c— PJ
Lot No. 2 Block No. Subdivision �•' AtrNcsS Date Subdivided O 1
NOTE: IF NOT IN A SUBDIVISION ATTACH A METES AND BOUNDS DESCRIPTION
This Application is for: New System._ Repair Existing System
Type of Sewage Flow Sewage Flow
Establishment 14anons per dry) Based On
01
s +<
TOTAL. FLOW ,•
Type of No. Bedrooms or G IYtt• welling we a Flow
Residential (each dwalllnp yQlq t Its tt Wj, * r al�!I
k '?r. I ,
' IP
Exact Directions to Property
AUDIT CONTROL NO. ` 1612 ApplicarttT`4ignatui _
JAMES A. KIRBY, D SURVEYOR
1919 ORANGE AVENUE
HNS-H Form 4016, Feb 06 t0bsmetes preWoue edltbns whkh may not be ue*dl P• 0• BOX 1826
,(84eck Number. 674+001A01 a- 1) FT. PIERCE, FL.A. 33454 Page 1 of 3
ec4 Hens
18. (X) Two copies of Well Colaplotion Report
i
19. (X) Main Clearance
I:
f
I,
a
TRI-W RENTAL S.T.# 13922
(Lot 6, Ft. Pierce Business Park) 03/04/86
REQUIRDIENTS FOR PUBLIC WATER SUPPLIES
An examination and review of your plans has
been initiated by.this department and we have
determined that the following criteria (marked
"X") shall be met:
1.
( X)
well shall be located 100 feet from any sanitary hazard & 200 feet
from any septic system
2.
( X)
well shall be centered in a 6 foot by 6 foot concrete
apron tapered away from the well
3.
( )
four (4) bacteriological well survey samples
4.
( X)
tNenty (20) bacteriological well survey samples
5.
( X)
a scale drawing of the well location, pumping facilities,
and piping
6.
( X)
chemical analysis for:
( X) nitrates (as N)
hydrogen sulfide (field test)
( ) other
7.
( )
automatic chlorination
8.
( X)
raw water sampling tap
9.
( )
D.P.D. test kit
10.
( X)
quarterly bacteriological -samples
system shall be enclosed
12.
( X)
chemical analysis every five years
13.
( )
engineering plans of the well, pumping facilities, and
distribution system signed by a Florida Registered Engineer
14.
( X)
no food or drink served to the public
15.
( )
other the latitude & longitude of the well location
16.
( X)
This system may never be expended unless Ns 7,9,11,13,15
above are also met.
17.
( X)
Comments (9Interior waste plumbing is a sanitary hazard.
�2)
Please contact the South Florida Water Management District
in West Palm Beach for a water -use permit (1-800-432-2045).
18.
(X)
Two copies of Well Completion Report
19.
(X) Main Clearance
' II
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1.
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STATE OF FLORIDA
'e DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT
Applicant (1) 112 h Permit Application Number—
................................................... PART III - SITE EVALUATION INFORMATION .......... =L•c,A.2.2L.................
1. Lot size appears to be as indicated on site plan: Yes No
2. Anticipated sewage flow from Part I GPD Authorized sewage flow
I
3. Benchmark location
4. Existing elevation (at time of site evaluation) of the proposed system site in relation to the benchmark
is _1 3 inches above/below the benchmark.
5. Proposed system distance to: Surface water feet feet feet;' Private potable
wells Q o feet feet feet; Community public wells __L� feetfeet;
Other public wells feet feet; Non -potable wells feet feet;
6. Unobstructed area available for system installation __ It' ft' It'
7. Is lot subject to frequent flooding? Yes No 10 year flood? Yes No
If subject to a 10 year flood indicate: (a) the 10 year flood elevation in the area feet MSL
(b) property elevation at proposed system location feet MSL.
SOIL PROFILE - SAMPLE SITE 1 SOIL PROFILE - SAMPLE SITE 2
COLOR
TEXTURE
DEPTH
A
S.AM17
0" toL2"
ATE
Z
to—
"to—„
" to
to
to—"
USDA Soil Series Name (if Known)
TEXTURE
DEPTH
(COLOR
(YOT 7
�S'14Nn
0"toQ1,4
to—"
" to—"
to _
to_"
to —
USDA Soil Series Name (if Known)
USDA Soil texture classification on which drainfield size should be based
Wa r table at time of evaluation Estimated wet season water table inches
inches below/above existing grade below/above existing grade
Type water table: Is mottling found in the soil? Yes — No
Perched Apparent At what depth? — Inches -- Inches
Are vegetative species indicative For property with contiguous ditches:
of high water table? Yes No Depth of ditches ��inches inches
Depth of water in ditches inches inches
Other findings:
5
Date of Site Evaluation f —k S Evaluslat'd Mignw ur•
A4.0prwum -
14 A Nip oea s 1.
3 -'e;P "
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GENERAL NOTES
DIVISION I
1. Work includes the complete construction work for the Business Build-
ing,to the satisfaction and subject to the approval of the Owner and
Architect.
2. All work shall be done in a neat and workmanlike manner and. in
accordance with all applicable construction standards.
3. Each Contractor shall verify all grades, levels, lines, and dimensions
shown on the drawings and shall report any error to the Architect b
fore commencing work.
4. All work shall conform to Federal, State, and local governing body 17
regulations, codes, safety requirements, ordinances, and laws having
jurisdiction.
11
- 5. Each contractor shall submit shop drawings of methods and materials 11
to architect for review as required in shop drawing submittal schedule."''.:
6. The general trades contractor shall obtain and pay for the building
construction permiot and all other permits required for the construe '
c Lion of this project unless specifically noted otherwise in these
specifications. :cations.
DIVISION II a
{', .en X...,..-
t I 1. -0o all excavating, filling, backfill>.ng, rough grading and subdreinege
C as required. The Contractor shell be held responsible for any damage
to subsurface improvements caused by his excavation,
3 2. Subsurface conditions: No test borings were taken and as a result no,
inf ormotaon is available prior to excavation. All footings are de-
signed with an assumed soil bearing. capacity of 2,000 pounds per.
11
square foot. Should soil conditions be encountered that appear un-
stable or unable to support the design loeds,stap all work and con -
Y� :sult the Architect immediately.
k I
3. Compact backfilling under concrete slabs with mechanical hand tempers '
in to ors not over eight inches (W) to achieve a dense of at least
y 9
nine -ei lit ascent (98%).of maximum. dry dense as established b ty 9 P y density y
I It ASTM D-698 (Standard Proctor Test).
-
L 4. All footers shall rest on undisturbed soil.
.,Furnish and install chain link fence fabric, framework, gates Mand fit -
Itangs for a complete installation in accordance with ASTM standards an
recommended 6 the menuf meturer.
y
Chain link fence assembly shall be equal to U.S.A. cyclone fence, • ,
United States Steel oration. Fabric to be 9 gauge. Entire t
`�.1 interior assembly galvanized. , •¢¢"'
2
DIVISION II`[
4( r
w
1. Concrete work shall be 9 9 overned b etionr
9u
- enforcing Concrete' (ACI-318), curt Standard Pre
for Detailing Reinforced Contra I IACI-3151 and c
'Recommended Practice for Measuring, Mixing, an Piecing Cc re
(ACI-614).
2. All concrete shell be minimum 3,000 PSI based on 28-day comps;strength. th. In general, factor concrete shall be -with 1-112'a ., era .
9 9 9
.1Iand slob. comer with 3/4' aggregate. Use air entraining admixture-
in accordancemanufacturer's recommendations for walks and exp
exterior caner -
All reinforcin .,conform to ASTM 615A Specifications, All rein
f rig sh imam ters. Tie wire shall be 16-''=
bl 'ire. .0 fabric she_ form to 'Spe'�
"'.lost' , iasfgr Con.,. info, omentky
A18 T`
bolt settin- a enohor ' &bs ' o V material anchor bol` to �. bol c
9 Pl
- angles, hook bars, tie, rods and other foundation materiels'
,.S' red by the Pre-menuf ectured metal building system shall be
properly designed and furnished by the building system supplier.
Building contractor shall install all such foundation material at
direction of the building system supplier. tom. -
r, :n
» 5. Provide vapor barrier under all interior conore s. Refs
esion VII. '_ ,( tr'•
S. Provide 'Kura-N-Seal-0800' by SonnebprR � 4 i i` ,dur-
ring membrane for all interior floors to remain exposed or to be ca '
Apply liquid curring membrane in strict accordance with manufecturap,
'I recommendation.
,+ 7. Finish: Footings -- wood ::floa'k�floor slabs_ -.ste ;
slabs - broom.,
8. Pro tell 11 ate and'ceiment'fem".
fe �t of any nature Mr11,rt
_ _
I 11
,., .... m. -. , ..: d,
d
r, r
1. Concrete blocks shell be manufactu
::i
(69 high, sixteen q': s (16
�;
'swings. Anchors, ti. ' d J
sign and shell be zan
„O all types of masonry. r+F"� ,�.'a'.�,' �},.. �`. ,,�..„,
' 2. All work shell tom 1 with r Lirements fore Mesons -- Buildiny� Cod " `';_:. , ,,�,'k�,
P y eq y 9 5
' +- ANSI/NBS 211-19541 All exposed to. view masonry surfaces shall be .. t,� ;
._ clean, free of mortar daubs, and. w tight ;----- rOu s `
Strike exposed joints with 5/8'r, ' ,:steel;' i .r `' » ;r,.y;, i'
,,
(-�
wz .._.,
:
1:
,:
3. Apply ahi highly textured waterproof "`lie la
PP y 9 y P y
i ',
heev textured y colorcoat, as man 'tared b , y,_
ducts Division of Conteoh Inc., to oys _ < t'
concrete masonry . `unless o ',� .
' in strict accordan' i the m m
t n , , ,
r ,i «
- r. . ....
,
,: ,.,�
IVISION V`
uk u �,..
- a.rv..
.,. ,....'I
I. All structural s -s In ao-" Abe with the American Institute T ) "
� h
of Steel Constr ecifecati - for Design, Fabrication, and Frei'{,,: .-
I Lion of Structural"Steel for Buildings' latest revision. Structural
I steel shell conform to ASTM A-36. Aluminum generally shall be '
extrusions of alloy 6063-T5. 'r.
2. Shop prime all steel with aria chromate or red oxide rust inhibits ,;;;
Point. '.'
hex
I 3. Grouting under columns and as otherwise noted to be minimum 8,00 ` 1'
(28-des strength) non -shrinking rout complyingwith _-
9 9 9 0 -
< Corps of Engineers Specification CRD-C621-80; 'CRYSTEX'as menuf -.a
by L & M Construction Chemicals, Inc.
`-... Furnish and install all miscellaneous steel as indicate'- u -
' ings and es generally required to complete work.. Fabr
i
metal items in accordance with applicable standards of;, I�
Welding and related procedures in accordance with A��
accordance with applicable ASTM standards.
IVISION VI
1. All lumber to be sound stock, thoroughly seasoned and well mail "
fectured, free from defects which would impair strength or durabili-_1
i ty. Moisture content of lumber not to exceed 19%and not to exceed :.
.
- 12% for finish and millwork.
.. Provide pressure treatment of wood members using Koppers. Company 'We
mon:ze' treatment ore equal for wood mailers, furring, blocking, curbs, N '
9 9 g
cents, etc., as applicable and used in conjunction with roofing and
fleshen systems, permanently installed in conjunction wi11 th exterior`
9 y P y J,:
well construction. ;
s.
Plywood siding (for interior wainscot end exposed siding as otherwise
noted) be 3/4'thick SMOOTH PLAIN - NO GROOVE/EXTERIOR GRADE
v,
FIRE RETARDANT TREATED�er AWPB standards to achieve a flame s res
3 P P
of not more then 25,303-6-S/W grade per APA, FIR plywood siding.
Secure plywood siding to metal studs per details using counter sunk nl°.
fastening devices. Coat fasteners using a putty that is compatable Yr,
S with the wood surface to a texture that matches the wood surface. Paint
s all siding that is to be left exposed.
it 4.. Plasticlaminate shall be .050' thick, equal to Wilson Art.
11 I Custom colors & finishes shall be selected by Architect.
-5.,Provide closet shelf (for pointed finish) as follows: 112'thick AWI
Custom Grade interior softwood plywood edge bonded with 3/4'x 1-1/2'
solid wood trim secured to wall at back and at ends of shelf. Provide
center support on shelves over 4'-O'long. Closet rod to be Knape &
Vogt KVB-2 Extension Closet Rod or approved equivalent.
6. All rough in work must be securely anchored, in place, to obtain best : '.' r.
possible results.
7. Execute all work in a neat and workmanlike manner according to the beat
methods endprectice known to the trade.
DIVISION VII -" _
11
1. Provide vinyl faced glass fiber insulation for roof system. Glass-'
fiber insulation to be 6* thick and having a thermal resistance
I 'R'value of 19 or greater.
I
Vinyl faced vapor barrier and insulation shall have a flame spread
rating of 25 or less. Stitch end wire all roof insulation. Provide
vinyl tape to seal joint between adjacent insulation --blankets and in
same color as vapor barrier. Color to be as selected b h
P y Architect. ;:
2. Provide vinyl faced glass fiber insulation at walls in repair area
and at other locations as shown on the drawings. Glass fiber insulation
to be 3-1/2' thick and having a thermal resistance 'R'value of 11 or
greater.
Vinyl faoed vapor barrier and insulation shall have a flame spread rat
ing of 25 or less. Provide vinyl tape to seal joint between adjacent
insulation blankets and in same color as vapor barrier. Color as se- -
lected by Architect.
3. Provide glass fiber insulation with Kraft face on worm side where ' "
shown on drawings insulation to be 3-1/2' thick and having a thermal'
resistance 'R'value of 11 or greater. Material by Owens Corning or
equal is acceptable. Furnish fasteners as required to adequately : secure in in place. - ';�
-
4. Completely seal Joints around all frames of windows, doors, thresholds '7. All acowtacel lay -in ceiling to be 24' X 48' X 5/8' Armstrong World
and other openings in exterior wells, between hardboard siding and ma-" ( II Industries Inc. MINABOARD lay -in panels with square out edges,
tal siding, etc. Sealant to be 'MONO' as manufactured by Tremco Manu- r 4 'CORTEGA'pattern,. white enamel finish.
w
facturing Company. Color to match adjacent material color. +' I��II II�1 �� �I
I6�L�� Provide 24' X 48' module exposed motel grid system 'INTERMEDIATE DUTY'
5. All vapor barriers under concrete slabs and as otherwise shown on fi �'' p �' ,ill I�IIIY (or better) per ASTM C-635.
drawings shall be six (6) mil (.006) polyetheline film. Where lop Include wall moldings to match suspended grid system. Provide minimum
is required film shall be applied lap six inches (6')and sealed with 12-gauge soft annealed steel were for suspending ceiling grid and all
plastic tope. (Provide unfecced insul. sim. as above where indicated other devices as required for o complete installation. I
on drawings) �,
11
6. Furnish and install hardboard 'siding as shown on drawings. Hardboard 8. All ceramic tiles to be as manufactured by American Olean Tile Company
siding to be 'STUCCATO'Panel Siding as manufactured by Meliorate Corpor-_;: or equal. Setting material and grout to be by the Upco Companyexcept
ation, 29 North Wacker Drive, Chicago, Illinois. Hardboard siding to
�i� waterproofing membrane adhesive to be by Applied Polymers of America,.
be furnished in 4 feet by 8 feet sheets or as required to eliminate as Inc. Colors to be as selected by the Architect.
many seems as possible. Panels shall be 1/2'thick pre -finished in ,;, Floor:V x 1'x 1/4'un lazed porcelain or material clay type ceramic :=
classic white. Furnish 5-year Factory Finish Warranty and 25-year 9 P y yP
Substrelt Warranty. Install siding in strict accordance with the menu-:, ,�. mosaics, cushioned edges- Coved base to match floor tale.
facturers recommendations. i' i s, Wall: 4-1/4' x 4-1/4' x 5/16'. Standard Bright or Matte Glazed Ceram-
Furnish and install skylights in roof system as shown on the drawings,. '
is Tile Series,
y Skylights to be translucent roof panels as manufactured by the metal``` 11 " _ -- -
` , building supplier.>� - .
ZVISION X
,
.. m a ,
'1. All fire extinguishers to�be 10 lb. dry chemical, 'Cosmic 10E'as many;,
DIVISION VIII „ „ . , ,,.,•, , ,,, I� I- ,, , , , :: featured by the J.L. Industries. Provide with U.L. rating 4A-60 BC. _ -
Furnish fire extinguisher cabinets where indicatedo d w g i n drawings. Cabe
1. Hollow metal doors shell be IS gauge metalflu h design Steel- s g g s ig by S 1 Y I ���. '.� � �, nets to be J.L. Industries 'Ambassador Series', Type 1015 with trim as
craft or equal. Reinforce as necessary to accept required hardware.': iu�Y1 �� ,� I�' required for fully -recessed or partially -recessed installation which-�
Provide core construction of structural foam or metal stiffners 'f ) -
type„ ever is applicable. Provide Style B 20'sohd door with lock and
combined with manual k w fiberglass
m d i m ue roc col or i erglass fill. break -glass insert. Mount top of cabinet 5'-4' above finish floor.
All doors requiring f ire -rated ,construction shall be constructed ' IFurnish fire extinguisher bracket forfire extinguisher not requiring'
11 meeting U.L. requirements for fire rating required and shell bear{ cabinets. Mount top of extinguisher 5'-O' above finish floor.
a label identifying such rating.
-2. All toilet and bath accessories shall be as manufactured by Bobrick or,
2. Hollow metal door frames shall be 16-gauge steel with integral ra- .ipi ! equal. Numbers below refer to Bobrick unless noted otherwise:
'•` bated stop by Steelcraft or equal. Reinforce as necessary to accept i.
I
required hardware. Exterior door frames to be galvanized. Frames me
I
t:� 9 9 9 Item A- SOAP DISH: Surface mounted B-680 i
be either fully welded or. knock dew e. Furnish and n i' ul el n rni h install anchors - -
9 type. i Item B PAPER TOWEL DISPENSER: Recessed B 369
as recommended by frame manufacturer. Provide .U.L.labeled fire -rated , ! Item C - TOILET TISSUE DISPENSER/MULTI-ROLL: Recessed, B-388'
frames for doors required to be fire -rated, having same fire rating; Item D- FRAMED MIRROR: Surface mounted, B-290 2430
r.,; - classification as door. . , _, ,. ,... ., . _ Items E & F -GRAB BARS: Consealed mounted, B-6206 & B-6293.
3. Aluminum swinging doors to be wide style Series 500 as manufactured by - _
Kewneer. Provide all aluminum components as required and reinforce 'Provide concealed mounting attachment devices wherever possible. Locate
�to receive door hardware as necessar foracom late installation.
A y P items as required by local codes and as recommended by the manufacturer.
Finish to be PERMANODIC "29 Bieck color anodic hardcast.
r 3. Metal lockers to be as manufactured by the Interior Steel Equipment
4. Aluminum window system shall be horizontal sliding windows with strut- Co., Cleveland, Ohio. Lockers are to be single "tier lockers 12'W x
tural sections of .125 inch minimum thickness extruded aluminum alloy, 12'D x 72'tall. Furnish with a continuous 4' base, filler panels
r -
and shall meet or exceed AAMA Specifications HS B1. Furnish completely P P 9 miscellaneous accessories etc., fora complete installation. Install
assemblied with lazed oriels locks screen oriels weatherstripping
n
P P P in accordance with the manufacturers recommendations. (Colors to be 9 P 9
and hardware in lace. Complete window system shall be provided b the
P 9 P 9 selected by Architect,)
metal building supplier. Install window in strict accordance with the
C
manufacturers recommendations. Finish and color of aluminum shall DIVISION XI
match aluminum door, _
NOT APPLICABLE.
5. Aluminum storefront windows stem to be Tri-Fab Series 450 (interior)
y
and 451 (exterior) extruded aluminum frames as manufactured by Kewneer.
Provide frames for doors including weatherstripping. Reinforce to
receive door hardware, anchors, fasteners, etc. as required for com- DIVISION XII
'1x plete installation of system components as. recommended by manufacturer. -
Finish to be some ass specified for aluminum door. "
P NOT APPLICABLE.
6. All door hardware must be in accordance with S.B.C.
DIVISION XIII
-1/2 PR BUTTS 661168.NRP 5 X 4-1/2
`* RIM CYL 1291 1. Pre -Manufactured Motel Building system shall be equal to the primary
CLOSER 404 CUSH ' - building system STR4 as manufactured by The STAR Manufacturing Co.,
THRESHOLD 180AW/S2-" ,;.:. ., ,. „, 8600 Wouth Interstate 35, Oklahoma City, Oklahoma. ,vr .::I
-EXIT STICKER (Door to be unlocked during working lieu )
� � + The building system supplier shell design the total building sya •
m
. `_�,:; �- .: _„ '}{pW Set •2 :'.° , _:-.- ,�.'`, including the metal well panels and roof parses. ^' -
"''.'?B81168 NRP 4-1/2 _ m .^ -' "
- - >- ., - The building system supplier shall design end furnish tom letb
7 LOCK 5056 _ g y PP 9 P
ural drawings and load calculations for the building and such -documents
„ „ „ „„,;: -` - „� • - I. shell boor the professional sail of a structural engineer registered
DW Set 03 � ,. the State of Florida. These documents shall be made available for
` i. tosnin the necessary building permits end periodic on -site review.
�1/2 PR BUTTS 661168 NRP 4-1/2- ' - i.... a - w "' ,u; 9 y 9 P
;- _
THRESHOLD 180AW/S2 » Provide building systems standard gutters, down spouts, ridge closure,
SET WEATHERSTRIP 303At - _. move trim, skylights, sliding windows, louvers and miscellaneous components..
11
W Set s4 r ,. -:' ,, Roof system shell be equal to 'STARSHIELD' Standing Seam Roof System--
.w.� as manufactured by Star Building Systems, Inc. Provide all sealant, .. -1/2 PR BUTTS B�1168'. }`.` " ' ..�: .` .,: '"„ „� y 9 9 t.
bracing, roof components and accessories required for a complete.
_ CLOSER 4040 _ installation. Roof panel to be 24-gauge steel with Starcote aluminum
KICKPLATE (16 gougs'atain '° . ' x.:-. zinc alloy -coated finish. Colors to be as selected by Architect, _
;_. WALLSTOP 403 r
RIN149M.
Well system shell be equal to Star DURA- RIB wall system as manufactured by
_ W Set "5 Building Systems'Inc.. Wall panels to be 24 gauge galvanized `
"a PR .BUTTS BB1168 NRP •" • ..ordered zinc coating.
{LOCK 5059
R
�..;"'`-' ' _ Provide all required building end roof system components and access
„�,,.�.( ::THRESHOLD 180AS/WSZ _ 9 9 9 P
ones for a tom late and wa r-. lit tall on. Work she t to ti ins ate 11 be do:
r
'I'll ,� , � "SET WEATHERSTRIP 303 ._ '.." s. •s � _... " _�, ) P ., , - r ` „.
' .z :, c strict accordance with m -' #en instructio a.
,,_ -,,, ....FLUSH B 458 (TOP ., , - ,> - ,..a, (
,,•�.. ,;, ,, .:- w. »,, ,.,; �.,,. commendations. Colors to be chitect. -
e r::.d W Sets ,.. $' <�^ _...,... ... 3. _ �
k ,, rf
_:,r , SET BYP
} , ' Y" r DIVISION XIVm"
f:
,
..., D Set a" -
..,.. � '� ,- . .. f . „_. .. , k. .. -
r
, ,:j�,. R.3029,8 Double actin ,: s (BOMME _,, .,
, t`;*5- �"^ tdwere numbers ref eraM refer to `t,"„-. ._F;' a
fir. ' ,^ y... - L.{ £
"x. ...,." ,.fro d - `
>r ,,,';
Hager ;r,-.-*, .». ;. �.. t.. a ,. .� .s.... ,,,�a..
il
Russwin of , �. _ ,.. : ,,. <-.., .., .., '.
RS LCN I" `
�,:,r"�.• OLDS Pemeo 1. Reference`; :, m ' ssa '
1i .._ .»....
.:, _. .. "z,°x,,' „.
:HER SET Pemeo.. .,.:•,. r ,o-„
ALL STOP Rock : �4c � ri t4 , "P sJ sT r Wt s, r "ry �. «,'x: X,' i =n ,a5.. . vz,
,gym :r � r �„ �,,r
,
.. .-_r(- ':LUSH BOLTS Ives � , . r ,. ..- -. .. .. <r
., srr _ ,.�'_. .,... ,
_y � , r, ..' ....,, ., ,.. _, r,_ , .., r sum arm co ea. " e era an or
._ . YPASSING TRACK Gran. ec s ..+.. ...... ... ,.. -..... »+' y p
„ >... ,. ,:-..: .:. ,.,. , ... ;.r >i... ... :;.- .. ' fart) or draana e � f,:. � red, test in presence of proper
,.b
- �ere ^ P ell char
'•- t rovide all hardware with US flit sl�5b!''bV'eY.
.. i SY A•tl .,-3r° i _ .,.W� s ;�. , 'Yr � -.'t r'.3 e.,,
.. 60 finish whenever US 32D f Wish is not ossible. Prov _..r... _ ..'. ... ..
..., lancers per door. Verify k with Owner nor to wo -_ ... .:` ..... my e r keying i � 4.-
x
x k .-:.. ,. i .z: ..
Insuleteell hot end cold water piping above rada with 1/2 thick
-head doors shall be interlockingslat Aluminum rollingdo .: P 9
,r :
r,
5;
r.. ,. x .,^�.._ , 4- +,.- �.�, ,' .: oem mastic insulation b Armoflex or. a uel. All i in shall be < r" ' ,.»ir'_ � , , .. " , , sin hoist operation, Model F H S as manufactured b Kinnea +ar .xr ,i.. ?I ,.. a ,-. a ., t ,:-. , -_+, P 9
t
_.. •_. 'urnish complete with torsion spring counterbalance, frocks, key '.'*- i ", .+. ., ' •f � :,: 1 a d on arm side of building insulation,
aatherseels and related accessories for complete installation, it y 11r i
�;' :Water service os approved by the local authorit '�') , tV')
,or curtain to resist 20 16, per square f Mind heading, rolls �,�; ,.
y � I „
armed from galvanized steal,factory co " lied .to receive fi `v,. \ ` ` "." i.;i xr
canting both sides. "• "---Y^."r '? '` .., -` >Interior water lines shall be type 'L'copper. ' it,
iI
A .as 1 1:., r� i �i1, r ,,
annals angles, etc., as required to secure door and make installs r ; AlPlPrain")+eats and van$ shell be A B.Sar P.V.C. astic schedUlet+ sxF` _
_ verheed door instal s a urns 'it» lawn , >ti
- h 9 tc . 9 tidy :.
`bmplate. Miscellaneous steel framing around door openin and me , a:• .,..- _ _ `�• _�,'-=,` ,
, ... ..
.ramen required for the pre-engineered metal buildingshall I.Provide shut'o f--valves for each flfitur ��.- '11
red with the metal building supplier. k�'d n.. v k' $ 11 x ;fir . w;. S°z
-
..a - •`- - - _ • -�_ •-` -r- - -'•_ `='t "" • ` Thls Contractor shall guarantee his workih a period
Glass products shall be by PPG Industries. All materials and install- be free from leaks faulty material and poor workmanship. Any; �t�' --
ation shall be done in accordance with the latest editions of SIGMA ,i the building which may be damaged from faulty plumbing withi
-: •65-7-2, ASTM E-774, ANSI Z97.1, and FGMA Glazing Manual, all relevant period shell be replaced at the Contractor's expenses - -
glass and glazing,
ass to be as follows: 10. FIXTURES
= ype 1: I'thickness,PPG Industries TWINDOW insulating glass unit - LAV - KOHLER K-2195 Pennington self -rimming vit. china oval lov.
ith 1/4'PPG Herculate Tempered Solorgray Tinted Glass for exterior with K6883 single lever faucet with aerator and pop-up drain and
`.ight,l/2'air space, and 1/4'PPG Herculite Tempered Clear Glass for
interior light, - 1-1/4' tailpiece, 3/8 angle stops and 1-1/4' cost brass 'P'trop.
Color: White.
T e 2: Some as I except use annealed lass in lieu of tampered. less _
yP P 9 P . 9 -
. W.C.- KOHLER K-35 20 EB Wellworth vit. china siphon jet elongated I
ype 3: 1/4'thickness,PPG Industries Annealed Clear Float Glass. ,, toilet with K-4652 LUSTRA soled plastic seat and K-7638 3/8 ing .L
�* `u.• - _ supply, tube and stop.
,fa. �- i r- ., SH - KOHLER K-6910 Triton II water guard pressure balance s over:,
'`'.._ faucet with intergrol stops and ball joint shower head with volume
}
" „ ,
i
' ' ;. 'r. _ �' - regulator. Drain J.R. Smith 2010B. Shower Drain.Square, . olished {
.. � s ... 1. All paintingan wood end' sum -.boar �o: � ' e semi aaa 'iinie J�'1"k .. ,_. - � .. 9 .... _.- p:..
--r Base 1080 BEAU MONDE II colors by SHERWIN WILLIAMS; qy�a, i'� ,. + ,$t� bronze strainer. -
`" I> 1st cost: PRO -MAR LATEX WALL PRIMER B28 WI >'.'<'`:- • a'",�`' ' : 'v3. - '
f
i
Y'
d' ,2nd coat. PRO MAR ALKYD SEMI-GLOSS,834 .�.- -s;-'. { ,_- D.F.- WHEELCHAIR WATER COLLER: Oasis. Model OEPBWM water cooler,; • '
(colors to be selected by ArchitectN 'c'i s ) - t' . +'" - capacity. 7.8 gal/hr a ARI rating, 115 volt, 5.5 amps, baked enamel
ft' "= ' - ' finish. Stainless steel deck. Mounting height 36' AFF. to bubbler "
:„ .All pointing on metal to be semi -glass finish/Alkyd Base 1080 BEAU � `_. :_ •`'' (
r
"," - MONDE II colors by SHERWIN WILLIAMS; ;; ;+ ,n "� .{ �;. -sS ,r ,. WALL HYDRANT WADE: W-8630 - 3/4' non -freeze wall hyd. (anti -siphon)
1st coati KEM-KROMIL metal primer B 5On2/B 50WI " 3 bronze casing, satin nickel bronze face, key handle.
2nd coat: PRO -MAR ALKYD SEMI -GLOSS, 634 �'* f "„'- , .: ,1. outlet.
3rd coat: Same as 2nd coot. y ' �, ' ,A 'a "<' JAN. Fiat Model MSB 2424. Molded stone mop sink 24'x 24'x 10' deep
(colors to be selected by Architect) ,, 5 'R'-•, .. rc,u (� a with Chicago *897 service sink fitting with vcacuum breaker, 3/4'
'.`s'.. "" _ „`� :�;. s. ^Y;�, )fi "_ hose thread, pail hook, intergral stops, rough chrome finish.
3. Vinyl composition floor tole to be 12'X 12'X 1/8'EXCELON'Sines l
vinyl composition tile b ArmstrongWorld Industries• Inc. Provide -:" - 'i WATER HEATER: Electricc 30 1. lass lined insulated per ASHRAE
to ered ed a stri sand water roof a adhesive es recommended b -
p g p p typ y 9 ., ,,,_" q{ •:" energy code 2-4500 watt non simultaneous 240 volt single phaae..a.- ` '
h
the flooring and base manufacturer for surfaces end conditions in-', ,3 ,4,. A.O. Smith Model ELJF30 or approvied equivalent. a "'
valved. Install tapered edge strips where floor tale terminates mi I I Stu
edge would otherwise be exposed. (Color to be selected by Architect.) d'* -11. USED OILHOLDING TANK
N.Y ",�".u. < ,,
4. All carpet to be 'TENACITY DONEGAL' design, Antron III manufactured 550 gal capacity Steel Tank Institute UL and STI-P3 construction and
by Mohawk Contract Carpets. Carpet must obtain a DOC-FF-I-70 (Pill labeled. Installed per manufacturer recommendations. Provide all US-
Test) and pass ASTM E 84 Tunnel Test -Class B, 75 or less. Carpet piping, hinged pump -out box, funnel, hold down strops, etc., for' '
supplier shall secure all permits and obtain all necessary evidence complete inst. complete assembly E.P.A. and local authority approved.
from the manufacturer verifying actual carpet being provided for this
project. (Color to be selected by Architect.) 12. COMPRESSED AIR SYSTEM
5. All vinyl bases to be 4' high as manufactured by V.P.I. or equal. Use a. Compressor and Vertical tank to be provided and set in place on
straight base at carpet and curved base at all other conditions. vibration isolators by owner. Compressor 5 HP 208 volt 3 phase
vr' (Colors to be selected by Architect.) tank 80 gal (vertical).
6. All gypsum board (drywall) to be 5/8'USG Sheetrock Brand. gypsum board -), „: b. Plumb Contractor to complete work as follows.
with tapered or eased edges. Use Firecode 'C' sum board. at all P 9 gypsum
-- partitions that require a fire resistance rating. --_--- -- ;. .r:,t ,x,. ,; „ -Y)-Pipe tank -blow down _-to_outside provide ball valve.
Provide conventional carrying channel and motel furring grillage with ::.,,,„ .. .: _. .., :-r .:.• 2) Provide all pipe schedule 40 black iron size as shown on drawings
minimum 9-gauge soft annealed steel wire and attachment devices as Pitch all pipe toward hose stations Vin 40'. , '' s= 0� `x
required for suspended ceilings or soffits.
3) Provide flexible metal hose between compressor and piping. (m
�All gypsum boardassemblies including partitions, ceilings, soffits, - "" - 175 psi rating. etc. to be installed as recommended by the latest edition of the U.S. „e, "
Gypsum's systems library manual. - 4 ' ) All hose stations 3/4' to tee for hose coupler, provide ball valve
- - - a ,. 6' above tee (175 psi rated). Owner well furnish hose coupler for
'` , -' tee. Below tee provide 1-1/4' drip leg 30'long with 1/4' ball
valve at bottom. Owner well provide quick couplers and hose. r
All material to be rated 175 psi tested at 200 psi.
,. .�:
13. VALVES
All water line valves to be gate, bronze body, 125 PSI rated sere
"`'•� 1.connections with adopters and union down stream of valve.
B. HEATING, VENTILATING & AIR CONDITIONING
1. Reference shell be made to Division I which forms a part of this con-
troot.
2. All work shall be done in a first class manner and in full accordance
with the Standard Building Code, ASHRAE, end related codes. Pay for
all licenses and inspections in accordance with this work. Before any
pert of work is covered, inspect in presence of proper authorities.
3. All equipment and materiels furnished shall be new and conform to N.E.C.
and bear U.L. label.
4. All work shall be guaranteed for a one-year period after acceptance
from faulty materials and poor workmanship.
5. REFERENCE TO ALL SHEET METAL WORK
a. Low pressure ductwork: 'Low Velocity Duct Construction Standards,'
SMACNA.
"' S.RECTANGULAR DUCTWORK .
a. Construction: Galvanized steel.
b. Hangers and supporting systems: From bar joists.
c. Turning vanes: Tuttle and Bailey 'Dtucturns.' Equal Titus or
Waterloo.
d. Tape: Ventfebrics C-520 or equal.
I,;
7. ROUND DUCTWORK
a. Construction: Galvanized steel. longitudinal or lassfiber
9 9
round duct with vapor barrier.
b. Hangers and supporting systems: From bar joists.
c. Elbows: Galvanized steel three piece.
d. Fittings: Galvanized steel, concicel take -off all plenum and duct -
take -off area 50% larger than duct.
a. Option: Conical take -offs. Spring collar extractor fittings wi °"I
^' integral locking quadrant dampers. <'
_.
,
e: Ventfabraics C-520 or
Pequal.
f. Tape: ,11
9. BALANCING DAMPERS
a. Single blade with locking quadrant operator. Squer'e and round
T
as indicated.
10. FLEXIBLE DUCTWORK
a. Low velocity ducts: Insulated Thermaf lox type M-KA,or equal Wi'
mold, Owens-Corning, or Johns -Manville.
11. FLEXIBLE CONNECTIONS
a. Equal to Ventfebrics 'Ventglos' 30 oz. neoprene coated glass fabra* r
12. DUCTWORK INSULATION
a. Rectangular: 1-1/2' fiberglass board with ASJ jacket where exposed. Above ceilings
1' density, 1-1/2' thick fiberglass blanket with ASJ jacket vapor barrier
overlapping edge. Apply mastic to mating surfaces of insulation..
b. Round: I° density, 1-1/2' thick fiberglass blanket with ASI jacket
vapor barrier, overlapping edge. Apply .with mastic and fiberglass
cord tape all joints. ALT method 1' thick p J k round fiber glass duct
installed per manufacturer's recommendations,including outside air intake.
o. Plenums end return air ducts: V thick, - i k, 1 1/2s density, neoprene
"'�'`i1-
coeteed fiberglass duct liner. Attach to duct with mastic and
Y.
welded pins and washers. Apply mastic to mating surfaces of insula-
tion.
13. DUCTWORK INSTALLATION
4 ". Install turning vanes at all changes of direction.
- Install balance dampers of all branches.
Use conical fittings for all round and rectangular branch take -offs.
. Make final connections to all diffusers in suspended ceilings with
insulated flexible ductwork, maximum 5 feet length.
;Tope all joints on concealed ducts.
Insulate all return ducts, transfer ducts and where specifically
noted on plans.
' Insulate all low pressure supply
p pp y ducts and plenums from air condi-
tierin system, return duct and c plenum duct liner only.
9 y P y
'. .Insulate all outside air intake ducts.
.Provide flexible connections where ducts connect to motor driven
equipment.
r Coordinate all duct locations with General Contractor.
'. All ducts in areas with ceilings installed with minimum 7' clear to
bottom of duct. (uninsulated), or bottom of insulation, from bottom -
of ceiling. -
�. Balance system as required to develops. desired air flow in each 19
respective space. -:. - ,,. _ .:. .. . ; , ,1:-
P P >•
14. GRILLES, REGISTERS AND DIFFUSER -< _. _
a. Supply diffusers are based on Titus T-1 with opposed blade dampers,
P P `
Equal equipment as monufa matured ed by Metaloire Buansod or Anemos
Waterloo.
'' Return oar grill - Titus flanged - `" -"" ' �
'
s
>4 s.
EXHAUST FANS -
a. Provide and install exhaust fens by Penn, Acme, Jenn-Air, Green-
back, or Loren -Cook. .
'"`"(. b. Sizes, capacities, and model numbers as shown on plans.
c. All fans to have beckdraft dampers.
` d. Bathroom fan motors are to be switches with respective room lights.
11 P 9
.Vent all exhaust fans vie metal ductwork through wall to outside with wall -
cap.
- rv,= 6. CONNECTIONS Make all final electrical connections.
DIVISION XVT '' �" '
A. ELECTIR AL _ �
1. Reference shall be made to Division I which forms a port of this con-
tract.
2. All work shell be done in a'ferst class manner end in full accordance
M&with the NEC & Standard Building Code, and related codes. Pay for all
W licences and inspections in accordance with this work. Before any
art of this work is covered inspect in presence of proper -
p p p p p r author
_ ties. ,r»t
' _ 3. All materials furnished under this contract shall be new, in first } "
"''' ``� class condition standard grade orb - '_'- a
otter and shell be Underwriters.: �"
approved for application intended. "' """ """" `-" r
S ✓r
4. Install new electric service as shown on ravings. ;' ,<a'"'n,
1a
5. Ground all conduit raceway, and equipment in such a way that it as ,
-"
ground potential as required by N.E.C. Me
`z
d
S. Surface mount electric panels where condition permits. Panel shall " I '11
I
have type written directory, steel trim, rust -proofed and finished in gray lacquer..
7. Size all wires so that drop in potential does not exceed that specifi-
ed by NEC.
r
u
V -,Nv, B. Locate boxes at heights as indicated and by N.E.C. regulations. Boxes
yr shall not be placed in locations made inaccessible by piping, ducts,
,. conduits or other equipment.
c9. Insulation and resistance test shell be made for complete system.
These tests shall be made in the presence of proper authorities, if
requested.
10. THHN„ THW,& THWN cable to be installed in accordance with N.E.C.
All wiring connections to be capped. All cable to be install- .
�I
ed in rigid, PVC or EMT conduit as permissible by N.E.C.11
11. Type THHN, THW & THWN cable to be used underground. Rigid can, 8e
PVC to be used for main service. Schedule 40 P.V.C. conduit to be
used under concrete floor end underground.
This Contractor shall guarantee his work for a period of one year
&12.
after acceptance to be free from faulty materials and poor workme
ship.
-. 0, -A-- I
SHOP DRAWING SUBMITTAL SCHEDULE
PRODUCT TESTING
REQUIRED SUBMITTALS
ITEM
SHOP DRWG.
PRODUCT DATA
SAMPLES
REMARKS
FOUNDATION AND
FLOOR SLAB
2 TEST CYLINDERS Q 7 DAYS AND
CONCRETE
2 TEST CYLINDERS 28 DAYS PER DAILY
POUR
TEST CYLINDERS
AND FOR 100 CUBIC YDS. CONC.
STCrI
✓ ✓
REINFORCING
ANCHOR
BOLTS
✓
✓
VAPOR
✓
BARRIER
LIQUID CURING
_
✓
MEMB.FOR CONC.
WALL SYSTEM
CONCRETE
✓
BLOCKS
CONC.MASONRY
✓
✓
REINFORCING
SEALER
STRUCTURAL
✓
✓
STEEL
MISC.
STEEL
--- -
-- --
GROUTING
\/
PRESSURE TREATMENT
✓
OF LUMBER
PLYWOOD
✓
✓
SIDING
-
CLOSET
✓
SHELF
WATERPROOFING &
PROTECTION BD.
x
o
PLASTIC
LAMINATE
✓
✓
✓
a
INSULATION
✓
1/
F
U
¢
SEALANT
✓
U
METAL SIDING
�/'
\/
\/
a
SKYLIGHTS
✓
✓
ZFLASHING
&
COPING
✓
✓
✓
W
0
DOORS &
✓
✓
FRAMES
ALUMINUM DOORS
✓
✓
AND, WINDOW SYSTEM
DOOR P4fiRiS'af AftE
✓
✓
GLASS
✓
✓
\/
PAINT
✓
FURNISH PAINT
✓
SELECTION GUID
FLOOR TILE
✓
✓
CERAMIC AND
V.C.
CARPETING
-/
✓
WALL BASE
\/
✓
CEILING TILE
✓
\/
\/
FIRE
✓
✓
EXTINGUISHERS
TOILET
ACCESSORIES
✓
✓
DOCK BUMPERS
%/
✓
LOCKERS
1/
PREMANUFACTURED
METAL BLDG.
✓
✓
SYSTEM
EXHAUST PORTS
\/
PIPE INSULATION
PIPE
U)
DRAINS CLEANOUTS
✓
VALVES & ACCESSO IES
m
M
FIXTURES &
FITTINGS
✓
✓ FIXTURES ONLY
D
a
HOT WATER TANKS
I ✓
✓
& EQUIPTMENT
I
DUCTWORK
�/
INSULATION
✓
U
EQUIPTMENT
\/
\/
EOUIPTMENT
✓
✓
=
ACCESSORIES
CONDUIT , WIRING
✓
BOXES & FITTINGS
LIGHT
FIXTURES
✓
✓
a
U
EQUIPTMENT
I ✓
✓
.r
fr
EQUIPTMENT
✓
✓
ACCESSORIES
�
PANELS
✓
✓
W
11 111-
1.Shop drawings ,product data and samples shall
be dated and contain ;name of project ,description
of items submitted ,and location where items are to be
installed.
2. All shop drawings submitted shall bear contractor's
stamp of apprgval.
3. First submittal ,and any required resubmettal ,of
shop drawings shall be submitted to the Architect in
the form of a transparent ozlid sepia , accompanied
P
by three (3)opaque prints.
4.After receiving shop drawing sepia with Architects
favorable review ,contractor shall make copies and distribute
as follows ;copies as required for those parties contractor determines
in order to meet his responsibilities for proper execution of work and
one (1)copy to each of the other prime contractors for proper work.
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