HomeMy WebLinkAbout1851 WP Ball Blvd 11-1888 (a) addition gen slab11 ) Y�
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7
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $
/ Q6c)
34-v1j Historic District: Yes ❑ No ❑
Parcel 1D: d2.- / 9 r -?O --5V,3 - d d 0 0 Zoning:
Description of Work: —W,0,01 7.
Plan Review Contact Person: lL)Title:.�t�i�� i21�U�GC�I
Phoue:,0/ - wljl -1"IS-1 Fax:; /- GPT- E -nail: 0f1dG��. t 5c -c;It Ic . ed
Property Owner Information
Name P/Vt: ZW-A,)1e--- W 1. Phone: PP3S6)
Street: �) 9-7-'t/t"4 Resident of Property?
City, State Zip: l-)18• , fL 3,3 VO
Contractor Information
. Name 7 �/Lr�LI �J2yS . �s7XLu C7 PrJ P hone:
Street: D, %��% ZJ �� �� Fax: �J�,I ✓ ��- % ��
r`
City, State Zip: �-G-'yy k)0 -o0 I / OZ -)7-7,. State License No.: SGC O ��iv
Architect/Engineer Information
Name:
Sheet:
City, St, Zip:
Bonding Company:
Address:
Building Permit ®�
Square Footage:
No. of Dwelling Units:
Electrical ❑
Phone:
Fax:
E-mail
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service - No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
1)b
r�o f �l
3•
�3
Kel*nbart Road
Fal Im PiI/
Sanford, FL 32777
DRAWING INDEX
SP -1 CIVIL SITE PLAN
1 BOUNDARY AND TOPOGRAPHIC SURVEY
S-1 GENERATOR EQUIPMENT PAD
E-1.0 SYMBOL LEGEND AND ELECTRICAL SPECIFICATIONS
E-1.1 SPECIFICATIONS GENERAL CONDITIONS
E-1.2 SPECIFICATIONS GENERAL CONDITIONS
E-2.0 ELECTRICAL SITE PLAN
E-3.0 ELECTRICAL PLAN
PERMIT #
OFFI
LOT 6
(P.O. 67, PG 74, S.C.R.)
35 LF OF ELECTRICAL CONDUIT
(REFER TO ELECTRICAL DWGS)
PROPOSED GENERATOR
ON CONCRETE PAD
(REFER TO STRUCTURAL DWGS)
SEE PIAN
e' u 4.
r ' 4 ' - a .4 PCC�CONCRET4 (SEE NOTE .1 & 3)
4 '• 4
NOTES:
1, SIDEWALK SHALL BE 4" THICK EXCEPT IN DRIVEWAYS WHERE THE THICKNESS SHALL BE 8".
2. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. DENSITY PER A.A.S.H.T.O.
3. T-180. CONCRETE STRENGTH SHALL BE MIN, 3000 PSI @ 28 DAYS.
4. SIDEWALK REMOVAL & REPLACEMENTS TO CONSIST OF FULL FLAGS.
5. PROVIDE EXPANSION JOINT (TYPE W) AT CONNECTIONS BETWEEN NEW AND EXISTING SIDEWALK.
6. PROVIDE FIBEROUS JOINTS 20' O.C.
DETAILPROPOSED CONCRETE SIDEWALK
NOT TO SCALE
ASPIiAI.T PAVEMENT
(p,0 4or
6)
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VICINITY NEAP
NOT TO SCALE
SITE DATA
SITE LOCATION_: 1851 WP BALL BLVD.,
SANFORD, FLORIDA
JURISDICTION: CITY OF SANFORD
GENERAL NOTES:
REFER TO STRUCTURAL DRAWINGS FOR CONCRETE
PAD DETAILS, GENERATOR DETAILS AND BUILDING
CONNECTIONS.
0
GRAPHIC SCALE
20 0 10 20 40
I
(
IN FEET )
1 INCH = 20 FT
REVISIONS:
REV: DATE: COMMENT: BY:
PERMIT PLANS
or
PROJECT No.:
FT110082
DRAWN BY:
ORR
CHECKED BY:
JGL
DATE:
07/07/2011
SCALE:
AS NOTED
CAD I.D.:
FT110082 SP -1
PROJECT:
REINHART ROAD
PNC BANK LOCATION
GENERATOR ADDITION
FOR
1851 WP BALL BLVD.
SANFORD, FLORIDA
` SEMINOLE COUNTY
a
BOHLER
ENGINEERING
CORPORATE CENTER ONE
2202 N. WESTSHORE BLVD., SUITE 140
TAMPA, FL, 33607
PH: (813) 379-4100
FX: (813) 379-4040
www.BohlorEngineering.com
�-AP Q
140. Bg2�1 k
51 .
FLORIDA BOUSIN U H.1No. 27528
SHEET TITLE:
SITE .PLAN
SHEET NUMBER:
s Pw
OF 1
REVISION 0
N `l
X30 _ A�PHAL7 PAVEMENT 11�
W/CAP
P.S.M. #5072) �P ®� j
R=913.00' - - - --- -- �= _ x,69 �'i VgRIgU 67, P(� ���
�� 9 3.00' -°NCRE rE WALK _ 1 ° s/s- l.R. W QI F WI D lH f?IGH r _S C. R.)
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(P.B. 67, PC 74, S.C.R,)
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SYMBOL LEGEND:
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20 0 20 40
GRAPHIC SCALE IN FEET
SCALE: 1" = 20'
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SURVEYOR'S REPORT:
1. Reproductions of this Sketch are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper.
2. No Title Opinion or Abstract to the subject property has been provided. It is possible that there are Deeds, Easements, or other instruments
(recorded or unrecorded) which may affect the subject property. No search of the Public Records has been made by the Surveyor.
3. The land description shown hereon was prepared by the Surveyor.
4. No underground improvements were located.
5. Bearings shown hereon are relative to THE MARKETPLACE AT SEMINOLE TOWNE CENTER, according to the Plat thereof as recorded in Plat Book 67,
Page 74 of the Public Records of Seminole County, Florida based on the west line of Lot 5 of said Plat having a bearing of N 00°10'43" E.
6. Elevations shown hereon are in feet and based on the North American Vertical Datum of 1988 (NAVD 1988).
7. The entire property described hereon lies within Flood Zone X, Community Panel No. 120289 0065 F, dated September 28, 2007,
8. Benchmark Description: Seminole County Engineering Department Survey Section Control Data Benchmark "GPS0297". Elevation=36.144 feet (NAVD 1988).
9. The species of trees as shown hereon were identified to the best of knowledge and ability of the surveyor, without the benefit of an arborist
or biologist. It is the responsibility of the end user to verify the identity of the species.
10. This reap is intended to be displayed at a scale of 1:240 (1"=20').
11. Units of measurement are in U.S. Survey Feet and decimal parts thereof. Well identified features in this survey were field measured to a
horizontal positional accuracy of 0,10'. The elevations on impervious surfaces were field measured to 0.03' arid on ground surfaces to 0.1'.
12. Abbreviation Legend: A = Arc Length; B.M. = Benchmark; A = Central Angle; = Centerline; CONC. = Concrete; EL. = Elevation; FD. = Found;
F.F. = Finished Floor Elevation; ID. = Identification; I.R. = Iron Rod,- L.B. = Licensed Business; NAVD = North American Vertical Datum;
P.B. = Plat Book; PG. = Page; P.L.S. = Professional Land Surveyor; P.S.M. = Professional Surveyor and Mapper; R = Radius; RIM = Rim Elevation;
R/W = Right—of—Way; S.C.R. = Serninole County Records; S.R. = State Road; 7RAV. PT. = Traverse Point; W/CAP = With Surveyors Cap.
LAND DESCRIPTION:
Lot 5, THE MARKETPLACE AT SEMINOLE TOWNE CENTER, according to the Plat thereof as recorded in Plat Book 67, Page 72 of the Public
Records of Seminole County, Florida.
Said lands situate in the City of Sanford, Seminole County, Florida and containing 42,658 square feet (0.9793 acres) more or less.
CERTIFICATION:
I HEREBY CERTIFY that the attached Boundary and Topographic Survey of the hereon described property is true and correct to the best of my
knowledge and belief as surveyed in the field under my direction. I FURTHER CERTIFY that this Boundary and Topographic Survey meets the
Minimum Technical Standards set forth in Chapter 5J-17.05, Florida Administrative Code, pursuant to Section 472027, Florida Statutes. There
are no above ground encroachments other than those shown hereon, subject to the qualifications rioted hereon.
Date: __/`t~ ✓/6 Jo
------
F
f JOHN T. DOOGAN, P.L.S.
Florida Registration No. 4409
AVIROM & ASSOCIATES, INC.
L.B. No. 3300
BACKFLOW PREVENTOR VALVE
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GRAPHIC SCALE IN FEET
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SURVEYOR'S REPORT:
1. Reproductions of this Sketch are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper.
2. No Title Opinion or Abstract to the subject property has been provided. It is possible that there are Deeds, Easements, or other instruments
(recorded or unrecorded) which may affect the subject property. No search of the Public Records has been made by the Surveyor.
3. The land description shown hereon was prepared by the Surveyor.
4. No underground improvements were located.
5. Bearings shown hereon are relative to THE MARKETPLACE AT SEMINOLE TOWNE CENTER, according to the Plat thereof as recorded in Plat Book 67,
Page 74 of the Public Records of Seminole County, Florida based on the west line of Lot 5 of said Plat having a bearing of N 00°10'43" E.
6. Elevations shown hereon are in feet and based on the North American Vertical Datum of 1988 (NAVD 1988).
7. The entire property described hereon lies within Flood Zone X, Community Panel No. 120289 0065 F, dated September 28, 2007,
8. Benchmark Description: Seminole County Engineering Department Survey Section Control Data Benchmark "GPS0297". Elevation=36.144 feet (NAVD 1988).
9. The species of trees as shown hereon were identified to the best of knowledge and ability of the surveyor, without the benefit of an arborist
or biologist. It is the responsibility of the end user to verify the identity of the species.
10. This reap is intended to be displayed at a scale of 1:240 (1"=20').
11. Units of measurement are in U.S. Survey Feet and decimal parts thereof. Well identified features in this survey were field measured to a
horizontal positional accuracy of 0,10'. The elevations on impervious surfaces were field measured to 0.03' arid on ground surfaces to 0.1'.
12. Abbreviation Legend: A = Arc Length; B.M. = Benchmark; A = Central Angle; = Centerline; CONC. = Concrete; EL. = Elevation; FD. = Found;
F.F. = Finished Floor Elevation; ID. = Identification; I.R. = Iron Rod,- L.B. = Licensed Business; NAVD = North American Vertical Datum;
P.B. = Plat Book; PG. = Page; P.L.S. = Professional Land Surveyor; P.S.M. = Professional Surveyor and Mapper; R = Radius; RIM = Rim Elevation;
R/W = Right—of—Way; S.C.R. = Serninole County Records; S.R. = State Road; 7RAV. PT. = Traverse Point; W/CAP = With Surveyors Cap.
LAND DESCRIPTION:
Lot 5, THE MARKETPLACE AT SEMINOLE TOWNE CENTER, according to the Plat thereof as recorded in Plat Book 67, Page 72 of the Public
Records of Seminole County, Florida.
Said lands situate in the City of Sanford, Seminole County, Florida and containing 42,658 square feet (0.9793 acres) more or less.
CERTIFICATION:
I HEREBY CERTIFY that the attached Boundary and Topographic Survey of the hereon described property is true and correct to the best of my
knowledge and belief as surveyed in the field under my direction. I FURTHER CERTIFY that this Boundary and Topographic Survey meets the
Minimum Technical Standards set forth in Chapter 5J-17.05, Florida Administrative Code, pursuant to Section 472027, Florida Statutes. There
are no above ground encroachments other than those shown hereon, subject to the qualifications rioted hereon.
Date: __/`t~ ✓/6 Jo
------
F
f JOHN T. DOOGAN, P.L.S.
Florida Registration No. 4409
AVIROM & ASSOCIATES, INC.
L.B. No. 3300
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Revision/Issue
Date
STRUCTURAL NOTES
6X6 W1.4XW1.4 WWF
MISCELLANEOUS
1. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE
SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED, THIS INCLUDES, BUT IS NOT
LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS, OR TIE -DOWNS THAT
(1) #5 CONT
MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF
THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
2. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL
CONCRETE HAS REACHED MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS.
4
d
3. APPLICABLE BUILDING CODES: FLORIDA BUILDING CODE (2007 ED. W/ 2009 UPDATES)
GRADE
4. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE
NOTES:
O
4
(2007 ED. W/ 2009 UPDATES).
1. CENTER GENERATOR/ FUEL TANK ON
Q
5. DESIGN LOADS:
SLAB.
• 4 • • • 4 �-
2. SEE DETAIL B/S1.0 FOR ATTACHMENT OF
O
GENERATOR SLAB
LIVE 150 PSF
ASSEMBLY TO CONCRETE SLAB.
CONCRETE SLAB 100 PSF
PSF
3. DO NOT PLACE GENERATOR/ FUEL TANK
ON SLAB UNTIL SLAB HAS CURED TO AT
° •
TOTAL LOAD 250
6. DESIGN WIND VELOCITY: 140 MPH, 3 SECOND GUST.
7. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS, DO NOT
LEAST 75% OF LISTED STRENGTH.
4. CUT C.J. AS SOON AS POSSIBLE AFTER
ABY`
SCALE DRAWINGS.
8. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS.
CONCRETE PLACEMENT,
5. IT IS ALLOWABLE TO USE ZIP -STRIPS FOR
C.J. AT CONTRACTORS DISCRETION,
jP
9. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN, ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT
OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL
PROVIDED THAT C.J. IS STRAIGHT
(2) #5 CONT #4 REBAR @ 8" O.C. E.W.
-,
CONTRACTOR AND SIGNED/ SEALED BY THE SPECIALTY ENGINEER.
)) REBAR TO BE HOOKED INTO
-
FOOTINGS USING STD HOOKS
g
10. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN
SEE STRUCTURAL NOTES FOR
SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEERS REVIEW THEREOF.
SPLICE REQ.
11. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY`,
COMPLETED AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED.
CLEAN SOIL COMPACTED TO
SITE WORK
1, SOIL BEARING PRESSURE: 2000 PSF (ASSUMED)
2. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES
4'-8"
9
5% MOD PROCTOR.
UNTIL FLOOR SLABS AT TIP AND BOTTOM ARE IN PLACE.
3. THE SIDES OF SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT
VERTICAL, CLEAN, AND STABLE, OTHERWISE PLYWOOD FORMS MUST BE USED.
FOOTING SLAB DETAIL A
CAST -IN-PLACE CONCRETE
SCALE: 1-1/2"=1'0" Si
1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:
A) FOOTINGS, SLABS ON GRADE, SLAB FILL: 4000 PSI
F
CD
2. CONCRETE SHALL BE READYMIX PER ASTM C94:
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A) PORTLAND CEMENT: ASTM C 150
AGGREGATES: ASTM C33 MAX)-
B) (3/4"
1'-0"
l--•---1to CO
C) NO CALCIUM CHLORIDE
D) AIR ENTRAINING: ASTM C260
TYP
FUEL TANK ASSEMBLY
LO
E) WATER REDUCING: ASTM C494
W/ GENERATOR ABOVE
F) FLYASH: ASTM C618-78 CLASS F (25% MAXIMUM BY WEIGHT)
G) WATER: CLEAN AND POTABLE
Q)
3. REINFORCING STEEL: ASTM A615 GRADE 60
Q.> r-1
00
^ REQUIRED SLUMP RANGE: 3" TO 5"
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5. WELDED WIRE FABRIC: ASTM 1-185
LEG ASSEMBLY ATTACHED
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6. MOISTURE BARRIER: 6 MIL POLYETHYLENE.
TO FUEL TANK, SEE MANUF
- r --I = T
CUT SHEET FOR LOC.
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7. CODES AND STANDARDS: (CURRENT ADDITION)
"SPEC
N
ACI 301 FOR STRUCTURAL CONCRETE FOR BUILDINGS"
ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING"
"BUILDING
ACI 318 CODE REQUIREMENTS FOR REINFORCED CONCRETE"171
DETAILING OF CONCRETE REINFORCEMENT
C
� o T
ACI 315 DETAILS AND
8. MINIMUM LAP SPLICE: 40 BAR DIAMETERS, UNLESS NOTED OTHERWISE
_
olo C.J.
1/2„ ALLTHREAD BOLT_
cll
A) REBAR - 40 BAR DIAMETERS, MIN.
B) WWF 8„ OR TWO PANELS, WHICHEVER IS GREATER.
_ _ _ _ _
®EA LEG W/ 6" EMBED
-
o
USING SIMPSON SET EPDXY
- � .� C7 , I 4-)N
9. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO
C. �1 CO Lo V) Q)
ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS
Co N
COMPLYING WITH CRSI REMOMMENDATINS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES.
p
10. ALL SLABS AND FOOTINGS SHALL BE POURED MONOLITHICALLY.
, �, a CYJ p �
11. CONSTRUCTION JOINTS SHAL BE LOCATED 10'0" O.C., MAX, IN EACH DIRECTION.
0 a
2"X2"X1 /4" WASHER
12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS
REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENING, OR INSERT MAY
EA BOLT
Q)
BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT
CLUSTERS, WELD PLATES, ETC., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY
Q
CONFLICTS WITH REBAR.
W E-+ 121-1 0
14. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES.
15, ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH
F1ONE
OF THE FOLLOWING METHODS:
NOTE:
A) APPLY A 20% SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN
I
ALL BOLTS AND
ACCORDANCE WITH ACI 301.
WASHERS ARE TO
B) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301,
16. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK,
BE STAINLESS STEEL
SHORING AND RESHORING. DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER.
17. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS
ON SITE:
CONCRETE SLAB
A) CYLiNDER STRENGTH TESTS: ASTM C39: ONE SET OF FOUR CYLINDERS FOR EACH 50 YARDS OR
FRACTION THEREOF. TEST ONE CYLINDER 0 7 DAYS AND TWO (9 28 DAYS. THE FINAL CYLINDER IN
RESERVE.
B) SLUMP TESTS: ASTM C143
lk NJ"
ATTACHMENT DETAIL rB
AX apN�NQ
18. ONE COPY OF ALL TEST REPORTS SHALL: BE SENT DIRECTLY TO OWNER, ARCHITECT, ENGINEER, AND
GENERAL CONTRACTOR
SCALE: 1-1/2"=1'0" S�
o µ��0H OR�,�,� a�PROe�
19. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE, DO NOT ADD WATER WITHOUT THE
AND DO NOT EXCEED LIMITATIONS OR TOTAL ALLOWABLE
CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR START OF ANY
APPROVAL OF THE ENGINEER SLUMP
CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT
WATER TO CEMENT RATIO. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE
RESPONSIBLE FOR ANY DIMENSIONS.
CONSISTENCY. TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE. ALL TESTS
FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED
SHALL BE PREPARED AFTER THE ADDITION OF THE WATER TO THE MIX.
CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES
ONLY. FLORIDA STTURALL ENGINEERING 15 NOT RESPONSIBLE
20. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE:
A) 4000 PSI: 28 -DAY COMPRESSIVE STRENGTH: W/C RATIO=0.44 MAXIMUM (NON -AIR ENTRAINED),=0.36
MAXIMUM ENTRAINED)
SLAB PLAN VIEW
SCALE: 3/4"=1'0"
FOR EXISTING STRUCTURAL COMPONENTS.
(AIR
21. REINFORCING BAR COVER:
A) FOOTINGS: 3"
Plans and specifications comply with the Florida
Building Code, section 1609 for 140 mph, 3 second
B) SLABS: 1-1 /2"(EXTERIOR)
gust, wind zone. (2007 Ed. with 2009 updates.)
22. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME.
JOINT FORMED W/
This drawing Is valid for 12 months after the date
23. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY
BURKE ZIP -STRIP OR
it ior until the
hes 2007 edition sid andscuwit1hd2009 updatesrofulrements of
AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE.
3/16" SAW -CUT JT.
the Florida Building Code are changed.
24. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED,
CUT AS SOON AS
This drawing is signed and sealed for the structural
25. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS.
POSSIBLE AFTER
portions of the drawing only. Architectural,
electrical, or mechanical details, if shown, are for
26. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS,
TROWELLING,
visual reference only and ore not covered under
EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT ENGINEER FOR EVALUATION OF EXPOSED REINFORCEMENT.
this seal.
27. PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS.
28. SUBMITTALS:
A) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN
ACCORDANCE WITH ACI 301, CHAPTER 4, SECTION 4.2.3, EXCLUDING SECTION 4.2.3.4B.
Project Name & Address:
B) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BAR SHOWING NUMBER, SIZE, AND LOCATION.
INCLUDE BAR LISTS AND BEND DIAGRAMS.
CL
29. ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4" THICK, REINFORCED WITH 6X6
FGENERATOR
EQUIPMENT PAD
W.14XW1.4 WWF ON 6 MIL VAPOR BARRIER.
PNC BANK
30. STEP AND SLOPE ALL WALKWAYS AWAY FROM BUILDING.
1851 WP BALL BLVD,
GENERAL NOTES
SANE❑RD, EL 32771
1. ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED
TO APPLY TO ANY SIMILAR CONDITIONS ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS
SHOWN.
2. ALL ANCHORS, INSERTS, PLATE IMBEDS, AND REINFORCING SHALL BE PLACED IN ACCORDANCE
WITH APPROVED SHOP DRAWINGS AND WITH MANUFACTURES INSTALLATION SPECS.
Date:
Scale:
3. EPDXY INSTALLED ANCHORS ARE TO USE SIMPSON SET EPDXY. BOLTS USED IN EPDXY ANCHORS
SHALL BE ALLTHREAD CONFORMING TO AISC A307 SPECS.
07/07/11
VARIOUS
4. ALL CONCRETE/ MASONRY SCREWS, COMMONLY CALLED "TAPCONS" ARE TO BE SIMPSON TITEN
SCREWS. TITEN SCREWS ARE TO BE 1/4" IN DIAMETER AND HAVE 1-3/4" MINIMUM EMBED.
CONTROL JOINT C
5. ALL EXPANSION ANCHORS ARE TO BE SIMPSON WEDGE -ALL ANCHORS, ANCHORS ARE TO BE
INSTALLED PER ALL MANUFACTURERS SPECS.
SCALE: N.T.S.
Sheet:
6. FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS THAT EFFECT ERECTION OF STRUCTURAL
MEMBERS AND FABRICATION OF STRUCTURAL MEMBERS PRIOR TO ERECTION OR FABRICATION.
CONTACT ENGINEER IMMEDIATELY IF ANY CONFLICT WITH OTHER PLANS, DETAILS OR AS BUILT CONDITION
IS DISCOVERED.
7. ALL STEEL CONNECTORS EXPOSED TO WEATHER ARE TO BE STAINLESS STEEL OR HOT DIPPEDS-110
GALVANIZED.
1'A p
8. DO NOT SCALE DRAWINGS.
SECTION 16010 - ELECTRICAL GENERAL, PROVISIONS:
1. THI' PROVISIONS OF THE INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS,
SUPPLEMENTARY CONDITIONS, ALTERNATES, ADDENDAS AND DIVISION 1 ARE A
PANT OF THIS SPECIFICATION. ELECTRICAL, STRUCTURAL AND CIVIL ARE A
PART OF THE CONTRACT DOCUMENTS.
2. VISIT THE SITE OF THE WORK AND BECOME FAMILIAR WITH THE CONDITIONS
AFFECTING THE INSTALLATION. SUBMISSION OF A PROPOSAL SHALL PRESUPPOSE
KNOWLEDGE OF SUCH CONDITIONS AND NO ADDITIONAL COMPENSATION SHALL BE
ALLOWED WHERE EXTRA LABOR OR MATERIALS ARE REQUIRED BECAUSE OF
IGNORANCE OF THESE CONDITIONS.
3. DISCREPANCIES BETWEEN ELECTRICAL, CIVIL, AND STRUCTURAL CONTRACT
DRAWINGS, OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER - PRIOR TO FINAL BID SUBMITTAL. INSTALLATION SHALL COMPY WITH
THE 2008 EDITION OF THE NATIONAL ELECTRICAL CODE.
4. DEFINITIONS:
A. "CONTRACTOR" AS USED WITHIN THE CONTEXT OF THE ELECTRICAL CONTRACT
DOCUMENTS SHALL EXPLICITLY REFER TO FINAL "ELECTRICAL CONTRACTOR".
B. THE TERM "FURNISH" SHALL MEAN TO SUPPLY AND DELIVERY TO THE PROJECT
SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND
SIMILAR OPERATIONS.
C. THE TERM "INSTALL" SHALL MEAN WORK WHICH INCLUDES THE ACTUAL UNLOADING
UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING
TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING AND SIMILAR OPERATIONS.
D. THE TERM "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL, COMPLETE AND
READY FOR THE INTENDED USE.
5. INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SERVICES AND PERMITS NECESSARY
FOR THE PROPER COMPLETION OF ALL ELECTRICAL WORK SHOWN. ITEMS OMITTED,
BUT NECESSARY, TO MAKE THE ELECTRICAL SYSTEM COMPLETE AND WORKABLE
SHALL BE UNDERSTOOD TO FORM PART OF THE WORK. CONTRACTORS BID IS
ASSUMED TO INCLUDE ANY PREMIUM TIME COSTS REQUIRED TO COMPLETE WORK.
6. IT IS THE PURPOSE OF THE ELECTRICAL DRAWINGS TO INDICATE THE APPROXIMATE
LOCATION OF ALL EQUIPMENT, OUTLETS, ETC. ASCERTAIN EXACT LOCATIONS AND
ARRANGE WORK ACCORDINGLY. THE RIGHT IS RESERVED TO EFFECT REASONABLE
CHANGES IN THE LOCATION OF OUTLETS UP TO THE TIME OF ROUGHING -IN,
WITHOUT ADDITIONAL COST TO THE OWNER.
7. SECURE AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR THE ELECTRICAL
WORK.
8. WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF
LOCAL AND STATE (FBC - FLORIDA BUILDING CODE) CODES, AS WELL AS THE
NATIONAL ELECTRICAL CODE, AS INTERPRETED BY THE LOCAL AUTHORITY HAVING
JURISDICTION. NO EXTRA COMPENSATION WILL BE ALLOWED FOR ANY CHANGES
NECESSARY FOR CODE_ COMPLIANCE. THE DESIGN IS BASED ON THE 2008
NATIONAL ELECTRIC CODE.
9. CONSULT THE DRAWINGS, PRODUCT DATA AND SHOP DRAWINGS COVERING THE
WORK FOR VARIOUS OTHER TRADERS, THE FIELD LAYOUTS OF THE CONTRACTORS
FOR THE TRADE AND MAKE ADJUSTMENTS ACCORDINGLY IN LAYING OUT THE
ELECTRICAL WORK.
10. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS, AND THE
SUCCESSFUL OPERATION OF ALL EQUIPMENT AND APPARATUS INSTALLED
CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE
ENTIRE WORK BY THE OWNER, AND SHALL GUARANTEE TO REPAIR OR REPLACE
AT HIS OWN EXPENSE ANY PART OF THE APPARATUS WHICH MAY SHOW DEFECTIVE
DURING THAT TIME PROVIDED SUCH DEFECT IS, IN THE OPINION OF THE OWNER,
DUE TO IMPERFECT MATERIAL OR WORKMANSHIP AND NOT TO CARELESSNESS OR
IMPROPER USE.
11. AUTHORIZED REPRESENTATIVES OF THE OWNER SHALL HAVE ACCESS TO AND
PRIVILEGE OF INSPECTING ALL WORK AND MATERIALS AS WORK PROGRESSES.
THESE REPRESENTATIVES SHALL HAVE AUTHORITY TO APPROVE OR REJECT WORK
OR MATERIALS, USING DRAWINGS, SPECIFICATIONS, CODES AND GOOD ENGINEERING
PRACTICES AS THE BASIS FOR APPROVAL OR REJECTION.
12. PROVIDE A MINIMUM OF ONE WEEKS NOTICE TO THE OWNER BEFORE ANY SERVICE
SHUTDOWN IS SCHEDULED.
13. BIDS SHALL BE BASED UPON THE SPECIFIED PRODUCTS OR LISTED ALTERNATIVES,
THE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE PRODUCTS SPECIFIED
BY TYPE, MODEL AND SIZE AND THUS ESTABLISH MINIMUM QUALITIES WHICH
SUBSTITUTES MUST MEET TO QUALIFY FOR REVIEW. WHERE ONLY ONE MAKE IS
NAMED, IT SHALL BE PROVIDED. VERBAL REQUESTS OR APPROVALS SHALL NOT
BE BINDING ON THE ARCHITECT, ENGINEER OR OWNER. SHOULD THE CONTRACTOR
PROPOSE TO FURNISH MATERIALS AND EQUIPMENT OTHER THAN THOSE SPECIFIED,
HE SHALL SUBMIT A WRITTEN REQUEST FOR SUBSTITUTIONS TO THE ARCHITECT
AT THE BID OPENING. INDICATE ANY ADDITIONS OR DEDUCTIONS TO THE CONTRACT
PRICE ON THE BID FORM.
14. EQUIPMENT AND MATERIALS USED ON THIS PROJECT SHALL BE NEW AND U.L.
LABELED FOR THE APPLICATION,
15. PROVIDE NAMEPLATES ON PANELBOARDS, DISTRIBUTION EQUIPMENT, SAFETY
SWITCHES, MOTOR STARTERS, JUNCTION BOXES, AND CONTROL DEVICES. UNLESS
OTHERWISE INDICATED ON THE DRAWINGS, LETTERING SHALL INCLUDE THE NAME
OR DESIGNATION OF EQUIPMENT, HORSEPOWER, VOLTAGE RATING AND SERVICE
DESIGNATION. NAMEPLATES SHALT_ BE LAMINATED PHENOLIC WITH A BLACK
SURFACE AND WHITE CORE. IDENTIFICATION WITH A DYMO TYPE INSTRUMENT IS
NOT PERMISSIBLE. THE INSIDE COVER OF ALL RECEPTACLE OUTLET PLATES SHALL
BE PERMANENTLY MARKED TO INDICATE THE PANEL AND CIRCUIT NUMBER OF
THE OUTLET. THE INSIDE COVER OF ALL BLANK PLATES FOR JUNCTION BOXES
INSTALLED SHALL BE PERMANENTLY MARKED TO INDICATE THE SYSTEM.
IDENTIFICATION OF BRANCH CIRCUITS SHALL BE TYPEWRITTEN ON DIRECTORY
CARDS FURNISHED WITH ALL PANELS AND PLACED IN THE CARD HOLDER ON
THE DOOR, PROVIDE NEW TYPEWRITTEN DIRECTORY CARDS WITH UPDATED
SCHEDULES FOR ALL EXISTING PANELS WITH NEW OR MODIFIED CIRCUITS,
16. AFTER INSTALLATION, TEST FOR GROUNDS, SHORT CIRCUIT AND PROPER FUNCTION
OF EACH SYSTEM AND RELATED WIRING. FAULTS IN THE INSTALLATION SHALL
BE CORRECTED.
17. INSULATION RESISTANCE TESTS SHALL BE MADE ON ALL PORTIONS OF NEWELY
INSTALLED REEDERS PRIOR TO ENERGIZING WITH AND APPROVED MEGOHMETER.
18. AT ALL TIMES KEEP PREMISES AND BUILDING IN NEAT AND ORDERLY CONDITION
CLEANED ON A DAILY BASIS WITH ALL DEBRIS BEING REMOVED FROM THE SITE
DAILY. FOLLOW EXPLICITLY ANY INSTRUCTIONS OF OWNERS REPRESENTATIVE.
AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN COMPLETED, CLEAN ALL
EQUIPMENT LEAVING EVERYTHING IN WORKING ORDER AT THE COMPLETION OF
THIS WORK. CLEAN LIGHTING FIXTURES, OUTLET BOX PLATES, PANEL AND
CABINET INTERIORS AND EXTERIORS, ETC., OF DIRT, DUST, DEBRIS AND PAINT,
AFTER ALL OTHER TRADES HAVE COMPLETED THEIR WORK.
19. DEMONSTRATE TO THE OWNERS SATISFACTION THE PROPER OPERATION OF EACH
OF THE SYSTEMS COMPRISING THIS CONTRACT BEFORE FINAL PAYMENT.
20. PROVIDE TEMPORARY TELEPHONE AND ELECTRICAL SERVICES ADEQUATE IN SIZE
FOR HEATING, FOR THE USE OF ALL TRADES AND FOR THE LIGHTING OF EACH
ROOM DURING CONSTRUCTION. TEMPORARY WIRING SHALL BE TO OSHA
REQUIREMENTS. TEMPORARY SERVICE CAN BE EXTENDED FROM THE OWNERS
EXISTING POWER DISTRIBUTION SYSTEM. THE OWNER MUST APPROVE OF THE
POINT OF SUPPLY, THE METHOD OF EXTENSION AND THE ROUTING OF NECESSARY
TEMPORARY FEEDERS. ALL 120 VOLT SINGLE PHASE 15 AND 20 AMP RECEPTACLES
USED BY WORKMEN SHALL BE PROTECTED BY A GFCI. PROVIDE A TEMPORARY
TELEPHONE SERVICE FOR THE USE OF ALL TRADES DURING CONSTRUCTION.
21. DO ALL CUTTING AND PATCHING IN EXISTING CONSTRUCTION AS NECESSARY FOR
INSTALLATION OF THIS WORK. HAVE CUTTING DONE BY SKILLED MECHANICS AS
CAREFULLY AS POSSIBLE AND WITH AS LITTLE DAMAGE AS POSSIBLE. REFER
TO SPEC SECTION 01731.
22. DEMOLITION OF EXISTING ELECTRICAL EQUIPMENT IS A PART OF THE ELECTRICAL
WORK. REFER TO THE DRAWINGS FOR EXACT REQUIREMENTS.
SECTION_ 1F050 - BASIC MATERIALS AND METHODS:
1. ALL BOXES SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE
INDEPENDENT OF THE CONDUIT SYSTEM. ALL BOXES SHALL BE 4" SQUARE BOXES
MINIMUM WITH PLASTER RING DEPTH SUITABLE FOR THE WALL MATERIAL, THICKNESS.
2. RACEWAYS:
A. CONDUIT SHALL BE HEAVY WALL GALVANIZED STEEL, INTERMEDIATE GRADE
STEEL OR PVC SCHEDULE 40 EXPOSED ON EXTERIOR MASONRY WALLS: IN
MASONARY WALLS BELOW GRADE: IN CRAWL SPACES: IN THE GROUND: IN
CONCRETE FLOORS, WALLS OR SLABS: AND IN DAMP OR WET LOCATIONS.
ALL OTHER INTERIOR CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT),
UNLESS OTHERWISE NOTED ON THE DRAWINGS OR WITHIN THESE SPECIFICATIONS.
CONDUITS SHALL BE 1/2" TRADE SIZE, MINIMUM, UNLESS OTHERWISE NOTED ON
THE DRAWINGS OR WITHIN THESE SPECIFICATIONS. WIRE FILL SHALL NOT EXCEED
40%.
B. FLEXIBLE METAL CONDUIT SHALL BE USED FROM OUTLET BOXES TO RECESSED
LIGHTING FIXTURES, 6 FT. IN LENGTH. ALL BRANCH CIRCUIT HOMERUN CONDUITS
WITHIN THE BUILDING OR INTERIOR CEILING SPACE COMPLETE TO THE PANELBOARDS
SHALL BE EMT CONDUIT.
C. CONDUITS PASSING FROM INTERIOR OF THE BUILDING TO EXTERIOR OF THE
BUILDING SHALL BE FILLED WITH A UL APPROVED MATERIAL TO -,:EVENT
CIRCULATION OF WARM AIR TO THE EXTERIOR RACEWAY PER NEC SECTION
300.7(A).
3. WIRING DEVICES:
A. DUPLEX RECEPTACLES SHALL BE 20A, 125V, 2 POLE, 3 WIRE GROUNDING.
COMMERCIAL "SPECIFICATION GRADE" DUPLEX RECEPTACLES: PASS AND SEYMOUR
BR20, OR EQUIVALENT.
B. DUPLEX RECEPTACLES WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED
BY CODE, SHALL HAVE AN INTEGRAL GROUND FAULT PROTECTION AND SHALL
BE 20A, 125V, 2 POLE, 3 WIRE GROUNDING: PASS AND SEYMOUR 2095, OR
EQUIVALENT. GROUND FAULT RECEPTACLES SHALL NOT BE THRU-WIRED.
PROVIDE INDIVIDUAL GROUND FAULT RECEPTACLE AS SHOWN ON THE DRAWINGS.
C. THE FOLLOWING ARE EQUIVALENT FOR WIRING DEVICES: HUBBELL OR LEVITON.
4. WIRE AND CABLE FOR BRANCH CIRCUITS AND FOR FEEDERS SHALL BE 600 VOLT
TYPE THHN/THWN COPPER ONLY, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
MINIMUM SIZE FOR POWER AND LIGHTING BRANCH CIRCUITS SHALL BE #12.
INCREASE CONDUCTOR SIZE BASED ON LENGTH OF RUN AS INDICATED BELOW.
ALL BRANCH CIRCUIT WIRING TO 120 VOLT LIGHTING FIXTURES AND RECEPTACLES
SHALL BE AS FOLLOWS:
MAXIMUM OVERALL LENGTH 85FT. - 2 #12, 1 #12 E.G.
MAXIMUM OVERALL LENGTH 140FT. - 2 #10, 1 #10 E.G.
MAXIMUM OVERALL LENGTH 225FT. - 2 #8, 1 #8 E.G.
MAXIMUM OVERALL LENGTH 350FT. - 2 #6, 1 #6 E.G.
5. SAFETY SWITCHES SHALL BE HEAVY DUTY FUSIBLE OR NONFUSIBLE TYPE AS
INDICATED ON THE DRAWINGS, AND SHALL BE SUITABLE FOR THE VOLTAGE AND
CURRENT RATINGS AS SHOWN ON THE DRAWINGS.
6. FUSES RATED 600 AMPERES OR LESS, 600 VOLTS OR LESS, SERVING ALL LOADS
SHALL BE U.L. CLASS RK1, DUAL ELEMENT, TIME. DELAY AS MANUFACTURED BY
BUSSMANN, OR APPROVED EQUIVALENT AS MANUFACTURED BY RELIANCE FUSE,
COULD SHAWMUT OR LITTELFUSE, GENERAL ELECTRIC OR S & C.
7. SAFETY SWITCHES AND MOTOR STARTERS SHALL BE MANUFACUTRED BY SQUARE D,
GENERAL ELECTRIC, SIEMENS OR CUTLER HAMMER.
8. ANY CORE DRILLING OR CUTTING OF FIRE RATED FLOORS, SHAFTS AND WALLS
SHALL BE FIRE STOPPED PRIOR TO FINISH PATCHING. ALL PENETRATIONS SHALL
BE SEALED IN ACCORDANCE WITH UL FIRE RESISTANCE HANDBOOK, IN ACCORDANCE
WITH ARCHITECT DIRECTED UL DETAIL AND SHALL BE RATED TO MATCH THE FIRE
RATING OF THE FLOORS, SHAFTS OR WALLS PENETRATED. IF POST TENSION SLAB
EXISTS, XRAY SLAB PRIOR TO CORE DRILLING.
9. RACEWAY INSTALLATION:
A. CONDUITS SHALL BE CONTINUOUS AND SECURED TO ALL BOXES IN SUCH A
MANNER THAT EACH CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS
FROM THE POINT OR SERVICE TO ALL OUTLET BOXES. RUN CONDUITS
CONCEALED UNLESS OTHERWISE INDICATED,
B. INDIVIDUAL BRANCH CIRCUITS ARE SHOWN ON THE DRAWINGS FOR CLARITY.
LIGHTING AND RECEPTACLE CIRCUITS MAY BE GROUPED FOR HOMERUNS, WITH
A MAXIMUM OF 3 CURRENT CARRYING CONDUCTORS PER HOMERUN, WITH #10
NEUTRAL CONDUCTOR.
10. WIRE AND CABLE INSTALLATION:
A. PULL WIRE AND CABLES INTO CONDUIT USING IDEAL INDUSTRIES "YELLOW 190",
OR EQUIVALENT.
B. COLOR CODE BASED ON SYSTEM VOLTAGE:
A) GROUND LEADS: GREEN
B) 120/208 VOLT UNGROUNDED PHASE WIRES:
PHASE A:
BLACK
PHASE B:
RED
PHASE C:
BLUE
NEUTRAL.
WHITE
11. WIRING DEVICE INSTALLATION:
A. ALL DEVICES MOUNTED OUTSIDE SHALL BE PROVIDED WITH INUSE COVERPLATES.
12. ALL HARDWARE, SUPPORTS, HANGERS, BRACKETS, ANGLE IRON, CHANNELS, RODS
AND CLAMPS NECESSARY TO INSTALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED
TO SUIT THE FIELD CONDITIONS AND THE APPLICATIONS INTENDED AS SHOWN ON
THE DRAWINGS. THE USE OF PERFORATED STRAPS IS NOT PERMITTED.
13. SAFETY SWITCHES MOUNTED ON OR ADJACENT TO MECHANICAL AND BUILDING
EQUIPMENT SHALL BE LOCATED TO ALLOW THE PROPER WORKING CLEARANCE
AS DEFINED IN ARTICLE 110 OF THE NATIONAL ELECTRICAL CODE.
14. ELECTRICAL INSTALLATIONS IN HOLLOW SPACES, VERTICAL SHAFTS, AND VENTILATION
OR AIR -HANDLING DUCTS SHALL BE MADE SO THAT THE POSSIBLE SPREAD OF
FIRE OR PRODUCTS OF COMBUSTION WILL NOT BE SUBSTANTIALLY INCREASED.
OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE -RESISTANT -RATED
WALLS, PARTITIONS, FLOORS, OR CEILING SHALL BE FIRESTOPPED USING APPROVED
METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. MAINTAIN A MINIMUM OF
24 -IN. HORIZONTAL SEPARATION BETWEEN BOXES INSTALLED ON OPPOSITE SIDES
OF WALL OR PROVIDE AN APPROVED FIRESTQPPING INTUMESCENT PUTTY PAD
AND WRAP ELECTRICAL BOX TO MAINTAIN FIRE RATING PER MANUFACTURER'S
INSTRUCTIONS.
15. ALIGN ALL ABOVE GRADE CONDUCTS TO RUN PARALLEL OR PERPENDICULAR TO
THE BUILDING LINES.
SECTION 16400 -SERVICE AND DISTRIBUTION:
MOTORS, 1. GROUND ALL ELECTRICAL SYSTEM CONDUITS, 0 ORS, PANELS AND OTHER EXPOSED
NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE
WITH ALL PFN'QVISIONS OF THE NATIONAL ELECTRICAL CODE, STATE BUILDING CODE
AND LOCAL OR REGIONAL CODES.
2. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED
GROUNDING CONDUCTOR INSTALLED WITH FEEDER AND BRANCH CIRCUIT CONDUCTORS
IN ALL CONDUITS. GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE
WITH N.E.C. ARTICLE 250.
3. SYSTEM NEUTRAL CONDUCTORS SHALL BE GROUNDED AT THE SOURCE. NEUTRAL
CONDUCTORS SHALL NOT BE USED FOR EQUIPMENT GROUNDING.
4. THE BRANCH CIRCUIT NUMBERS USED ON THE DRAWINGS SHALL BE APPLIED FOR
THE CONSTRUCTION.
ELECTRICAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
MOUNTING
PANELBOARD
M.H. 6'-6" MAX TO TOP
Q__
DUPLEX RECEPTACLE (20A., 125V.) GROUNDING TYPE
M.H. 18" TO CENTERLINE
L1A-1.3
HOMERUN TO PANEL, LETTERS INDICATE PANEL, NUMBERS INDICATE CIRCUIT.
NOTE: ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A TWO WIRE
SEE SPECIFICATIONS
CIRCUIT. A GREATER NUMBER OF WIRES IS INDICATED AS SHOWN: (3 WIRES
& EQUIPMENT GROUND), (4 WIRES & EQUIPMENT GROUND), ETC,
RACEWAY CONCEALED IN WALL OR CEILINGS
SEE SPECIFICATIONS
RACEWAY INSTALLED BELOW GRADE
SEE SPECIFICATIONS
`fl
NON FUSED DISCONNECT
SEE SPECIFICATIONS
Efl
PAD MOUNTED UTILITY TRANSFORMER
0
WEATHERPROOF BREAKGLASS STOP STATION
EX
DENOTES EXISTING DEVICE TO REMAIN
WP
DENOTES WEATHERPROOF
GFI
DENOTES GROUND FAULT INTERRUPTER
MICHAEL WOMACK P.E. 40
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SHEET TITLE:
S` li l_ 30L LEGEAll
1111\17 1 L]301 IC�LL
S'P13 <'iFrG'rl "('IO1V,S'
DRAWN BY:
BP
CHECKED BY:
KG'C
DATE:
07107111
PROJECT NUMBER:
11090
SHEET NUMBER:
E- 7.0
I
PNC - GENERATOR PROJECT
SUBMITTAL PROCEDURES 01330 -
Copyright 1998, The American Institute of Architects (AIA)
SECTION 01330 - SUBMITTAL PROCEDURES
This Section uses the term "Architect." Change this term to match that used
to identify the design professional as defined in the General and Supplementary
Conditions.
Verify that Section titles referenced in this Section are correct for this Project's
Specifications; Section titles may have changed.
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division -1 Specification Sections, apply
to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements
for
submitting Shop Drawings, Product Data, Samples, and other miscellaneous
submittals.
B. Related Sections include the following:
Subparagraphs below include submittals usually specified in
other Sections.
Revise to suit Project.
Delete first subparagraph below if Coordination Drawings are
added to this
Section.
V)
Delete first subparagraph below if construction photographs are
not required or
if included in subparagraph above.
Delete subparagraph below if Project Record Documents and
operation and
maintenance manuals are included in Division 1 Sections "Project
Record
Documents" and "Operation and Maintenance Data."
1. Division 15 and 16 Sections "Closeout Procedures"
for submitting
warranties Project Record Documents and operation and maintenance
manuals.
Retain options in subparagraph above with either subparagraph
below. Delete
both subparagraphs below if Project Record Documents and
operation and
maintenance manuals are included in Division 1 Section "Closeout
Procedures."
2. Division 15 and 16 Sections "Operation and Maintenance Data" for
operation and maintenance manual requirements.
W
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information that requires Engineer's
responsive action.
B. Informational Submittals: Written information that does not require
Engineer's approval. Submittals may be rejected for not complying with
requirements.
1.4 SUBMITTAL PROCEDURES
See Evaluations for cautions on use of CAD Drawings, in paragraph below, for
submittals.
A. General: Electronic copies of CAD Drawings of the Contract Drawings will
not be provided by Engineer for Contractor's use in preparing submittals.
B. Coordination: Coordinate preparation and processing of submittals with
performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery,
other submittals, and related activities that require sequential activity.
Retain subparagraph and associated subparagraph below if one submittal has an
impact on another submittal.
2. Coordinate transmittal of different types of submittals for related parts
of the Work so processing will not be delayed because of need to review
submittals concurrently for coordination.
a. Engineer reserves the right to withhold action on a submittal
requiring coordination with other submittals until related submittals
are received.
C. Processing Time: Allow enough time for submittal review, including time
for resubmittals, as follows. Time for review shall commence on Engineer's
receipt of submittal.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow
additional time if processing must be delayed to permit coordination with
subsequent submittals. Engineer will advise Contractor when a submittal
being processed must be delayed for coordination.
Delete subparagraph below if not required.
2. Concurrent Review: Where concurrent review of submittals by Engineer's
consultants, Owner, or other parties is required, allow 21days for initial
review of each submittal.
Insert list of submittals below requiring concurrent review, or delete and identify
submittals in the Sections where they are specified. Structural, mechanical,
plumbing, and electrical components are examples of the Work that often
require concurrent review.
Allowing procedure in subparagraph below may cause tracking problems for
Architect and Construction Manager, if any. Delete if not allowed. See
Evaluations.
3. Direct Transmittal to Consultant: Where the Contract Documents
indicate that submittals may be transmitted directly to Engineer's
consultants, provide duplicate copy of transmittal to Engineer. Submittal
will be returned to Engineer, before being returned to Contractor.
Insert list of submittals below requiring direct transmittal to consultant or
delete and identify submittals in the Sections where they are specified.
Structural, mechanical, plumbing, and electrical components are examples of the
Work that often require direct transmittal to consultants.
4. If intermediate submittal is necessary, process it in same manner as
initial submittal.
5. Allow 15 days for processing each resubmittal.
6. No extension of the Contract Time will be authorized because of failure
to transmit submittals enough in advance of the Work to permit
processing.
D. Identification: Place a permanent label or title block on each submittal for
identification.
1. Indicate name of firm or entity that prepared each submittal on label or
title block.
2. Provide a space approximately 4 by 5 inches (100 by 125 mm) on label
or beside title block to record Contractor's review and approval markings
and action taken by Engineer
3. Include the following information on label for processing and recording
action taken:
Revise list below to suit Project.
a. Project name.
b. Date.
c. Name and address of Engineer .
d. Name and address of Contractor.
e. Name and address of subcontractor.
f. Name and address of supplier.
g. Name of manufacturer.
Revise first subparagraph below to suit Project and office practice. See
Evaluations.
h. Unique identifier, including revision number.
I. Number and title of appropriate Specification Section.
j. Drawing number and detail references, as appropriate.
k. Other necessary identification.
E. Deviations: Highlight, encircle, or otherwise identify deviations from the
Contract Documents on submittals.
Coordinate paragraph and subparagraphs below with office policy. Marking
numerous copies of submittals can be time consuming.
F. Additional Copies: Unless additional copies are required for final submittal,
and unless Engineer observes noncompliance with provisions of the
Contract Documents, initial submittal may serve as final submittal.
1. Submit one copy of submittal to concurrent reviewer in addition to
specified number of copies to Engineer .
2. Additional copies submitted for maintenance manuals will not be marked
with action taken and will be returned.
G. Transmittal: Package each submittal individually and appropriately for
transmittal and handling. Transmit each submittal using a transmittal
form. Engineer will return submittals, without review received from
sources other than Contractor.
Retain first two subparagraphs below with any optional transmittal forms
described below.
1. On an attached separate sheet, prepared on Contractor's letterhead,
record relevant information, requests for data, revisions other than those
requested by Engineer on previous submittals, and deviations from
requirements of the Contract Documents, including minor variations and
limitations. Include the same label information as the related submittal.
2. Include Contractor's certification stating that information submitted
complies with requirements of the Contract Documents.
Delete subparagraph above or below. Retain below if transmittal forms usually
used by contractors are acceptable; otherwise, retain above. Above is more
common.
3. Transmittal Form: Provide locations on form for the following
information:
Revise list below to suit Project.
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From: ).
e. Names of subcontractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Submittal and transmittal distribution record.
L Remarks.
j. Signature of transmitter.
H. Distribution: Furnish copies of final submittals to manufacturers,
subcontractors, suppliers, fabricators, installers, authorities having
jurisdiction, and others as necessary for performance of construction
activities. Show distribution on transmittal forms.
I. Use for Construction: Use only final submittals with mark indicating action
taken by Engineer in connection with construction.
PART 2 - PRODUCTS
2.1 ACTION SUBMITTALS
A. General: Prepare and submit Action Submittals required by individual
Specification Sections.
Retain first subparagraph below as default requirement or requirement if number
of copies is some for all types of submittals. Additional copies may be
required for projects with a construction manager. Delete if specific quantity
requirements are included with individual submittal requirements elsewhere in
this Article. Retain second subparagraph if two-step submittal process is
required.
1. Number of Copies: Submit three copies of each submittal, unless
otherwise indicated. Engineer, will return two copies. Mark up and
retain one returned copy as a Project Record Document.
2. Number of Copies: Submit copies of each submittal, as follows, unless
otherwise indicated:
a. Initial Submittal: Submit a preliminary single copy of each submittal
where selection of options, color, pattern, texture, or similar
characteristics is required. Engineer will return submittal with options
selected.
b. Final Submittal: Submit three copies, unless copies are required for
operation and maintenance manuals. Submit five copies where copies
are required for operation and maintenance manuals. Engineer will
retain two copies; remainder will be returned. Mark up and retain
one returned copy as a Project Record Document.
B. Product Data: Collect information into a single submittal for each element
of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard
printed data are not suitable for use, submit as Shop Drawings, not as
Product Data.
2. Mark each copy of each submittal to show which products and options
are applicable.
3. Include the following information, as applicable:
Expand list below to suit Project.
a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Standard color charts.
e. Manufacturer's catalog cuts.
f. Wiring diagrams showing factory -installed wiring.
g. Printed performance curves.
h. Operational range diagrams.
i. Mill reports.
j. Standard product operating and maintenance manuals.
k. Compliance with recognized trade association standards.
I. Compliance with recognized testing agency standards.
m. Application of testing agency labels and seals.
n. Notation of coordination requirements.
C. Shop Drawings: Prepare Project -specific information, drawn accurately to
scale. Do not base Shop Drawings on reproductions of the Contract
Documents or standard printed data.
1. Preparation: Include the following information, as applicable:
Revise or expand list below to suit Project. Comply with Owner's requirements
and office policy.
a. Dimensions.
b. Identification of products.
II
c. Fabrication and installation drawings.
d. Roughing -in and setting diagrams.
e. Wiring diagrams showing field -installed wiring, including power, signal,
and control wiring.
f. Shopwork manufacturing instructions.
g. Templates and patterns.
h. Schedules.
1. Design calculations.
j. Compliance with specified standards.
k. Notation of coordination requirements.
I. Notation of dimensions established by field measurement.
2. Wiring Diagrams: Differentiate between manufacturer -installed and
field -installed wiring.
3. Sheet Size: Except for templates, patterns, and similar full-size
drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches
(215 by 280 mm) but no larger than 24 by 36 inches (600 by 900
mm).
Retain one of three subparagraphs below; first and second are one-step
procedure; third is two-step procedure (initial and final submittals). First
subparagraph assumes Architect and Contractor will make prints from the
reproducible print.
4. Number of Copies: Submit three blue- or black -line prints of each
submittal, unless prints are required for operation and maintenance
manuals. Submit five prints where prints are required for operation and
maintenance manuals. Engineer will retain two prints; remainder will be
returned, Mark up and retain one returned print as a Project
Indicate specific number of copies required with each type of submittal in two
paragraphs and associated subparagraphs below if different from default
requirement above.
D. Product Schedule or List: Prepare a written summary indicating types of
products required for the Work and their intended location. Include the
following information in tabular form:
1. Type of product. Include unique identifier for each product.
2. Number and name of room or space.
3. Location within room or space.
E. Application for Payment: Comply with requirements in Division 1 Section
"Payment Procedures."
F. Schedule of Values: Comply with requirements in Division 1 Section
"Payment Procedures."
G. Subcontract List: Prepare a written summary identifying individuals or
firms proposed for each portion of the Work, including those who are to
furnish products or equipment fabricated to a special design. Use CSI
Form 1.5A. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract
or supplying products.
2. Number and title of related Specification Section(s) covered by
subcontract.
3. Drawing number and detail references, as appropriate, covered by
subcontract.
2.2 INFORMATIONAL SUBMITTALS
A. General: Prepare and submit Informational Submittals required by other
Specification Sections.
Retain first subparagraph below as default requirement or requirement if number
of copies is same for all types of submittals. Additional copies may be
required for projects with a construction manager. Delete if specific quantity
requirements are included with individual submittal requirements elsewhere in
this Article.
1. Number of Copies: Submit two copies of each submittal, unless
otherwise indicated. Engineer will not return copies.
2. Certificates and Certifications: Provide a notarized statement that
includes signature of entity responsible for preparing certification.
Certificates and certifications shall be signed by an officer or other
individual authorized to sign documents on behalf of that entity.
3. Tec+__and Inspection Reports: Comply with requirements in Division 1
Section "Quality Requirements."
B. Product Certificates: Prepare written statements on manufacturer's
letterhead certifying that product complies with requirements.
C. Welding Certificates: Prepare written certification that welding procedures
and personnel comply with requirements. Submit record of Welding
Procedure Specification (WPS) and Procedure Qualification Record (PQR) on
AWS forms. Include names of firms and personnel certified.
D. Installer Certificates: Prepare written statements on manufacturer's
letterhead certifying that Installer complies with requirements and, where
required, is authorized for this specific Project.
E. Manufacturer Certificates: Prepare written statements on manufacturer's
letterhead certifying that manufacturer complies with requirements. Include
evidence of manufacturing experience where required.
F. Material Certificates: Prepare written statements on manufacturer's
letterhead certifying that material complies with requirements.
G. Product Test Reports: Prepare written reports indicating current product
or
Base s. uiremenh re re
produced by manufacturer complies with requirements. reports on
evaluation of tests performed by manufacturer and witnessed by a qualified
testing agency, or on comprehensive tests performed by a qualified testing
agency.
H. Maintenance Data: Prepare written and graphic instructions and procedures
for operation and normal maintenance of products and equipment. Comply
with requirements in Section "Operation and Maintenance Data."
I. Insurance Certificates and Bonds: Prepare written information indicating
current status of insurance or bonding coverage. Include name of entity
covered by insurance or bond, limits of coverage, amounts of deductibles,
if any, and term of the coverage.
Usually delete below. Receipt of Material Safety Data Sheet information by
Architect may result in unwanted liability for product safety. See Evaluations,
J. Material Safety Data Sheets: Submit information directly to Owner. If
submitted to Engineer, Engineer will not review this information but will
return it with no action taken.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Review each submittal and check for compliance with the Contract
Documents. Note corrections and field dimensions. Mark with approval
stamp before submitting to Engineer .
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp.
Include Project name and location, submittal number, Specification Section
title and number, name of reviewer, date of Contractor's approval, and
statement certifying that submittal has been reviewed, checked, and
approved for compliance with the Contract Documents.
3.2 Engineer's ACTION
A. General: Engineer will not review submittals that do not bear Contractor's
approval stamp and will return them without action.
Most architects (and construction managers) use a stamp to indicate action
taken on submittals. Retain paragraph and subparagraph below if such a
stamp is used, or substitute another system to comply with office policy or
Owner's requirements. AIA Document A201 states "the Architect will review and
approve or take other appropriate action upon the Contractor's submittals."
The CMa version of AIA Document A201 states that Construction Manager will
review and approve submittals before transmitting those recommended for
approval to Architect.
B. Action Submittals: Engineer will review each submittal, make marks to
indicate corrections or modifications required, and return it. Engineer will
stamp each submittal with an action stamp and will mark stamp
appropriately to indicate action taken, as follows:
END OF SECTION 01330
PNC - GENERATOR PROJECT
PRODUCT REQUIREMENTS 01600 -
Copyright 1998, The American Institute of Architects (AIA)
SECTION 01600 - PRODUCT REQUIREMENTS
This Section uses the term "Architect." Change this term to match that used
to identify the design professional as defined in the General and Supplementary
Conditions.
Verify that Section titles referenced in this Section are correct for this Project's
Specifications; Section titles may have changed.
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division 1 Specification Sections, apply
to this Section.
1.2 SUMMARY
A. This Section includes the following administrative and procedural
requirements: selection of products for use in Project; product delivery,
storage, and handling; manufacturers' standard warranties on products;
special warranties; product substitutions; and comparable products.
B. Related Sections include the following:
1. Divisions 2 through 16 Sections for specific requirements for warranties
on products and installations specified to be warranted.
1.3 DEFINITIONS
Always retain this Article. These definitions refer specifically to contents of this
Section and are not repeated in Division 1 Section "References."
A. Products: Items purchased for incorporating into the Work, whether
purchased for Project or taken from previously purchased stock. The term
"product" includes the terms "material," "equipment," "system," and terms
of similar intent.
1. Named Products: Items identified by manufacturer's product name,
including make or model number or other designation, shown or listed in
manufacturer's published product literature, that is current as of date
of the Contract Documents.
2. New Products: Items that have not previously been incorporated into
another project or facility, except that products consisting of
recycled -content materials are allowed, unless explicitly stated otherwise.
Products salvaged or recycled from other projects are not considered
new products.
3. Comparable Product: Product that is demonstrated and approved
through submittal process, or where indicated as a product substitution,
to have the indicated qualities related to type, function, dimension,
in-service performance, physical properties, appearance, and other
characteristics that equal or exceed those of specified product.
Revise paragraph below to suit Project.
B. Substitutions: Changes in products, materials, equipment, and methods of
construction from those required by the Contract Documents and proposed
by Contractor.
Use of basis -of -design product specification below avoids executing a Change
Order for substitutions, as required by AIA Document A201. See Evaluations.
C. Basis -of -Design Product Specification: Where a specific manufacturer's
product is named and accompanied by the words "basis of design,"
including make or model number or other designation, to establish the
significant qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics for
purposes of evaluating comparable products of other named manufacturers.
Warranty in paragraph below is manufacturer's standard and may have
exclusions and limitations that do not suit Project. Check warranties and
specify special warranties if manufacturers' warranties are not suitable.
D. Manufacturer's Warranty: Preprinted written warranty published by individual
manufacturer for a particular product and specifically endorsed by
manufacturer to Owner.
1.4 SUBMITTALS
AIA Document A201 requires Contractor to furnish a list of proposed
subcontractors and suppliers for each principal portion of the Work. AIA
Document A511 suggests expansion of this requirement to include manufacturers
and installers. Revise to suit Project.
A. Product List: Submit a list, in tabular from, showing specified products.
Include generic names of products required. Include manufacturer's name
and proprietary product names for each product.
1. Coordinate product list with Contractor's Construction Schedule and the
Submittals Schedule.
Retain subparagraph and associated subparagraphs below only if specific data
are required on each item.
2. Form. Tabulate information for each product under the following column
headings:
Delete and add headings below to suit Project. See Evaluations.
a. Specification Section number and title.
b. Generic name used in the Contract Documents.
c. Proprietary name, model number, and similar designations.
d. Manufacturer's name and address.
e. Supplier's name and address.
f. Installer's name and address.
g. Projected delivery date or time span of delivery period.
h. Identification of items that require early submittal approval for
scheduled delivery date.
Initial submittal below should be unnecessary. If retaining, revise time for
coordination with other submittals. Variations shown in list usually require a
substitution request or a Change Order.
3. Initial Submittal: Within 30 days after date of commencement of the
Work, submit 3 copies of initial product list. Include a written
explanation for omissions of data and for variations from Contract
requirements.
Revise subparagraph below to suit Project.
a. At Contractor's option, initial submittal may be limited to product
selections and designations that must be established early in
Contract period.
Retain subparagraph below. Revise time for coordination with other submittals.
Variations shown in list usually require a Change Order.
4. Completed List: Within 60 days after date of commencement of the
Work, submit 3 copies of completed product list. Include a written
explanation for omissions of data and for variations from Contract
requirements.
Usually retain subparagraph below.
5. Engineer's Action: Engineer will respond in writing to Contractor within
15 days of receipt of completed product list. Engineer's response will
include a list of unacceptable product selections and a brief explanation
of reasons for this action. Engineer's response, or lack of response,
does not constitute a waiver of requirement that products comply with
the Contract Documents,
AIA Document A511 suggests adding requirements to AIA Document A201 in the
Supplementary Conditions for consideration of requests received after Contract
award. Paragraph and subparagraphs below expand requirements suggested by
AIA Document A511.
B. Substitution Requests: Submit three copies of each request for
consideration. Identify product or fabrication or installation method to be
replaced. Include Specification Section number and title and Drawing
numbers and titles.
1. Documentation: Show compliance with requirements for substitutions
and the following, as applicable:
Delete requirements below that are unnecessary or included in the
Supplementary Conditions. Revise retained subparagraphs to suit Project.
a. Statement indicating why specified material or product cannot be
provided.
b. Coordination information, including a list of changes or modifications
needed to other parts of the Work and to construction performed by
Owner and separate contractors, that will be necessary to
accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution
with those of the Work specified. Significant qualities may include
attributes such as performance, weight, size, durability, visual effect,
and specific features and requirements indicated.
d. Product Data, including drawings and descriptions of products and
fabrication and installation procedures.
e. Samples, where applicable or requested.
f. List of similar installations for completed projects with project names
and addresses and names and addresses of Engineers and owners.
g. Material test reports from a qualified testing agency indicating and
interpreting test results for compliance with requirements indicated.
h. Research/evaluation reports evidencing compliance with building code
in effect for Project, from a model code organization acceptable to
authorities having jurisdiction.
i. Detailed comparison of Contractor's Construction Schedule using
proposed substitution with products specified for the Work, including
effect on the overall Contract Time. If specified product or method
of construction cannot be provided within the Contract Time, include
letter from manufacturer, on manufacturer's letterhead, stating lack
of availability or delays in delivery.
j. Cost information, including a proposal of change, if any, in the
Contract Sum.
k. Contractor's certification that proposed substitution complies with
requirements in the Contract Documents and is appropriate for
applications indicated.
I. Contractor's waiver of rights to additional payment or time that may
subsequently become necessary because of failure of proposed
substitution to produce indicated results.
2. Engineer's Action: If necessary, Engineer will request additional
information or documentation for evaluation within one week of receipt
of a request for substitution. Engineer will notify Contractor of
acceptance or rejection of proposed substitution within 15 days of
receipt of request, or 7 days of receipt of additional information or
documentation, whichever is later.
a. Form of Acceptance: Change Order.
b. Use product specified if Engineer cannot make a decision on use of
a proposed substitution within time allocated.
C. Basis -of -Design Product Specification Submittal: Comply with requirements
in Division 1 Section "Submittal Procedures." Show compliance with
requirements.
1.5 QUALITY ASSURANCE
Paragraph below contains a requirement that could be considered part of
Project coordination.
A. Compatibility of Options: If Contractor Is given option of 'selecting between
two or more products for use on Project, product selected shall be
compatible with products previously selected, even if previously selected
products were also options.
Delete subparagraphs below unless Project is constructed under multiple
contracts. Specification Sections should indicate selection priorities. Below are
for unforeseen circumstances only.
1. Each contractor is responsible for providing products and construction
methods compatible with products and construction methods of other
contractors.
2. If a dispute arises between contractors over concurrently selectable but
incompatible products, Engineer will determine which products shall be
used.
1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
This Article eliminates need to include this information in each Section in
Divisions 2 through 16 Limit use of this Article in each Section to unusual
I
requirements.
A. Deliver, store, and handle products using means and methods that will
prevent damage, deterioration, and loss, including theft. Comply with
manufacturer's written instructions.
Revise subparagraphs below to suit Project.
1. Schedule delivery to minimize long-term storage at Project site and to
prevent overcrowding of construction spaces.
2. Coordinate delivery with installation time to ensure minimum holding time
for items that are flammable, hazardous, easily damaged, or sensitive to
deterioration, theft, and other losses.
3. Deliver products to Project site in an undamaged condition in
manufacturer's original sealed container or other packaging system,
complete with labels and instructions for handling, storing, unpacking,
protecting, and installing.
4. Inspect products on delivery to ensure compliance with the Contract
Documents and to ensure that products are undamaged and properly
protected.
5. Store products to allow for inspection and measurement of quantity or
counting of units.
6. Store materials in a manner that will not endanger Project structure.
7. Store products that are subject to damage by the elements, under
cover in a weathertight enclosure above ground, with ventilation
adequate to prevent condensation.
8. Comply with product manufacturer's written instructions for temperature,
humidity, ventilation, and weather -protection requirements for storage.
9. Protect stored products from damage.
Revise below to suit Project. Delete if Owner provides own storage facilities.
B. Storage: Provide a secure location and enclosure at Project site for
storage of materials and equipment by Owner's construction forces.
Coordinate location with Owner.
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1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run
concurrent with, other warranties required by the Contract Documents.
Manufacturer's disclaimers and limitations on product warranties do not
relieve Contractor of obligations under requirements of the Contract
Documents.
B. Special Warranties: Prepare a written document that contains appropriate
terms and identification, ready for execution. Submit a draft for approval
before final execution.
1. Manufacturer's Standard Form: Modified to include Project -specific
information and properly executed.
Retain subparagraph above or below, or both, depending on what is specified in
individual Specification Sections.
2. Specified Form: Forms are included with the Specifications. Prepare a
written document using appropriate form properly executed.
3. Refer to Divisions 2 through 16 Sections for specific content
requirements and particular requirements for submitting special
warranties.
C. Submittal Time: Comply with requirements in Division 1 Section "Closeout
Procedures."
Insert specific requirements if a single warranty must cover work by several
contractors. Prepare draft of such warranty with advice of Owner's legal
counsel and include it at end of this Section.
PART 2 - PRODUCTS
2.1 PRODUCT OPTIONS
This Article defines procedures for product selection. See Evaluations for a
discussion of various specifying methods and a comparison of terms in
MASTERSPEC with those in CSI's "Manual of Practice."
Revise paragraph below to suit Project.
A. General Product Requirements: Provide products that comply with the
Contract Documents, that are undamaged, and unless otherwise indicated,
that are new at time of installation.
Subparagraphs below are examples only, revise to suit Project.
1. Provide products complete with accessories, trim, finish, fasteners, and
other items needed for a complete installation and indicated use and
effect.
2. Standard Products: If available, and unless custom products or
nonstandard options are specified, provide standard products of types
that have been produced and used successfully in similar situations on
other projects.
3. Owner reserves the right to limit selection to products with warranties
not in conflict with requirements of the Contract Documents.
4. Where products are accompanied by the term "as selected," Engineer will
make selection.
5. Where products are accompanied by the term "match sample," sample
to be matched is Engineer's,
6. Descriptive, performance, and reference standard requirements in the
Specifications establish "salient characteristics" of products.
Delete subparagraph below if not required. Retain only if Project requires use
of a term similar to "or equal" when products are specified by name;
MASTERSPEC does not follow this practice. As an alternative, consider using
"Available Products" or "Available Manufacturers" paragraphs where Owner allows
naming of products or manufacturers, but does not want to limit selection to
those named and does not consider unnamed products as substitutions.
7. Or Equal: Where products are specified by name and accompanied by
the term "or equal" or "or approved equal" or "or approved," comply
with provisions in "Comparable Products" Article to obtain approval for
use of an unnamed product.
B. Product Selection Procedures: Procedures for product selection include the
following:
Retain subparagraph below if "Product" paragraphs or subparagraphs are
retained in Specification Sections.
1. Product: Where Specification paragraphs or subparagraphs titled
"Product" name a single product and manufacturer, provide the product
named.
Revise subparagraph below if majority of Specification Sections do not allow
substitutions. If retaining option below, exceptions must be noted in individual
Specification Sections.
a. Substitutions may be considered, unless otherwise indicated.
Retain subparagraph below if "Products" paragraphs or subparagraphs are
retained in Specification Sections.
2. Products: Where Specification paragraphs or subparagraphs titled
"Products" introduce a list of names of both products and
manufacturers, provide one of the products listed that complies with
requirements.
Revise subparagraph below if majority of Specification Sections do not allow
substitutions. If retaining option below, exceptions must be noted in individual
Specification Sections,
a. Substitutions may be considered, unless otherwise indicated.
Subparagraphs titled "Products" above and "Manufacturers" below correspond to
Closed Proprietary Specifications with optional products if no substitutions are
permitted, as described in CSIs Manual of Practice. If substitutions may be
considered, they correspond to Open Proprietary Specifications with controlled
substitutions or bidder -proposed substitutions, if the Instructions to Bidders so
indicate.
Retain subparagraph below if "Manufacturers" paragraphs or subparagraphs are
retained in Specification Sections.
3. Manufacturers: Where Specification paragraphs or subparagraphs titled
"Manufacturers" introduce a list of manufacturers' names, provide a
product by one of the manufacturers listed that complies with
requirements.
Revise subparagraph below if majority of Specification Sections do not allow
substitutions. If retaining option below, exceptions must be noted in individual
Specification Sections,
a. Substitutions may be considered, unless otherwise indicated.
Retain subparagraph below if "Available Products" paragraphs or subparagraphs
are retained in Specification Sections.
Subparagraphs above and below correspond to nonrestrictive specifications
described in CSI's "Manual of Practice" and require inclusion of requirements
specifying salient features of products desired.
Retain subparagraph below if "Available Manufacturers" paragraphs or
subparagraphs are retained in Specification Sections.
4. Available Manufacturers: Where Specification paragraphs or
subparagraphs titled "Available Manufacturers" introduce a list of
manufacturers' names, provide a product by one of the manufacturers
listed or another manufacturer that complies with requirements. Comply
with provisions in "Comparable Products" Article to obtain approval for
use of an unnamed product.
Retain subparagraph below only if Specifications also establish performance
requirements, require compliance with an industry standard, or include some
other method to establish product requirements. See Evaluations.
Retain subparagraph below if both a single product is named in individual
Specification Sections or is indicated on Drawings as the basis of design and a
list of manufacturers' names is included.
5. Basis -of -Design Products: Where Specification paragraphs or
subparagraphs titled "Basis -of -Design Product[s]" are included and also
Introduce or refer to a list of manufacturers' names, provide either the
specified product or a comparable product by one of the other named
manufacturers. Drawings and Specifications indicate sizes, profiles,
dimensions, and other characteristics that are based on the product
named. Comply with provisions in "Comparable Products" Article to
obtain approval for use of an unnamed product.
Retain one of first two options in subparagraph below for default requirement.
Coordinate default with requirements in majority of Specification Sections. If
retaining ", unless otherwise indicated" option, exceptions must be noted in
individual Specification Sections.
a. Substitutions may be considered, unless otherwise indicated.
Revise subparagraph and associated subparagraphs below to suit Project.
2.2 PRODUCT SUBSTITUTIONS
Review this Article with Owner's legal counsel to confirm what is considered a
substitution by Owner and to coordinate Owner's role in approving substitutions.
First paragraph below allows substitutions after bid opening. If substitutions are
restricted to before bid opening, include requirements in the Instructions to
Bidders. See Evaluations for discussion of 60 -day period.
A. Timing: Engineer will consider requests for substitution if received within
60 days after commencement of the Work. Requests received after that
time may be considered or rejected at discretion of Engineer.
B. Conditions: Engineer will consider Contractor's request for substitution
when the following conditions are satisfied. If the following conditions are
not satisfied, Engineer will return requests without action, except to record
noncompliance with these requirements:
Delete or revise unacceptable conditions below. If desired, insert more
restrictive conditions to limit consideration of proposed substitutions.
1. Requested substitution offers Owner a substantial advantage in cost,
time, energy conservation, or other considerations, after deducting
additional responsibilities Owner must assume. Owner's additional
responsibilities may include compensation to Engineer for redesign and
evaluation services, increased cost of other construction by Owner, and
similar considerations.
2. Requested substitution does not require extensive revisions to the
Contract Documents.
3. Requested substitution is consistent with the Contract Documents and
will produce indicated results.
4. Substitution request is fully documented and properly submitted.
5. Requested substitution will not adversely affect Contractor's Construction
Schedule.
6. Requested substitution has received necessary approvals of authorities
having jurisdiction.
7, Requested substitution is compatible with other portions of the Work.
8. Requested substitution has been coordinated with other portions of the
Work.
9. Requested substitution provides specified warranty.
10.If requested substitution involves more than one contractor, requested
substitution has been coordinated with other portions of the Work, is
uniform and consistent, is compatible with other products, and is
acceptable to all contractors involved.
PART 3 - EXECUTION (Not Used)
If reference to a special warranty form was added where a single warranty must
cover work by several contractors, insert form here and delete "Not Used"
above,
END OF SECTION 01600
Bryan Elementary Plant City 00810- Hazardous Materials
Westshore Elementary Tampa
PNC - GENERATOR PROJECT
HAZARDOUS MATERIALS
01610 -
SECTION 01610 - HAZARDOUS MATERIALS
PART 1 - GENERAL
1.01 SUMMARY: The use of hazardous materials is to be in accordance with
Florida Statute 235,3215,
1.02 DEFINITIONS: HAZARDOUS MATERIALS is hereby defined as being any
substance that could cause a health risk if used in an inappropriate way or
contrary to manufacturer's recommendations. Hazardous materials include all
materials listed on the Florida Substance List and further defined and
regulated by Chapter 381-30 of the Florida Administrative Code (Rules of
the Department of Labor and Employment Security), as published by the
Department of Labor and Employment Security, Division of Safety. Copies of
this list are available on request from the Division of Safety by calling
1-800-367-4378.
1.3 SUBMITTALS: The contractor is required to submit a Material Safety Data
Sheet to the Engineer for each hazardous material proposed for use on the
project. The Engineer shall submit all MSDS's to the Owner for review and
approval. MSDS's are to be submitted no less than 30 days prior to the
scheduled use of that product. No material containing a hazardous
substance shall be used on the project with an approved MSDS.
1.4 The project engineer and sub -consultants shall have no responsibility for
the identification, discovery, presence, handling, removal or disposal of, or
exposure of persons to, hazardous materials in any form at the project site.
PART 2 - PRODUCTS - NOT APPLICABLE
PART 3 - EXECUTION
3.01 DISAPPROVAL: If, upon review, the Owner disapproves of the hazardous
material being proposed for use, the Contractor must find an acceptable
substitution at no additional cost to the Owner and resubmit an MSDS to
the Architect for review and approval.
3.02 APPROVAL
A. If the proposed hazardous material is approved for use, the Contractor
shall notify the Owner no less than 14 days prior to the scheduled use of
that product so that proper measures can be taken to insure the safety
of students and staff.
B. Hazardous materials that are approved for use on the project must be
installed in accordance with manufacturer's instructions and other applicable
regulations. Printed manufacturer's instructions pertaining to the use of
the product are to be made available to the Architect for review.
3,03 MSDS AVAILABILITY: MSDS's are to be made available upon request to all
individuals who may come in contact with the material.
END OF SECTION 01610
PNC - GENERATOR PROJECT
CUTTING AND PATCHING 01731 -
Copyright 1998, The American Institute of Architects (AIA)
SECTION 01731 - CUTTING AND PATCHING
This Section uses the term "Architect." Change this term to match that used
to identify the design professional as defined in the General and Supplementary
Conditions.
Verify that Section titles referenced in this Section are correct for this Project's
Specifications; Section titles may have changed.
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division -1 Specification Sections, apply
to this Section.
1.2 SUMMARY
A. This Section includes procedural requirements for cutting and patching.
Delete below if special cutting and patching requirements by mechanical and
electrical trades are not required.
1.3 DEFINITIONS
A. Cutting: Removal of existing construction necessary to permit installation
or performance of other Work.
B. Patching: Fitting and repair work required to restore surfaces to original
conditions after installation of other Work.
1.4 SUBMITTALS
Delete this Article if not required. Revise paragraph and subparographs below
to include other submittal requirements. See Evaluations.
A. Cutting and Patching Proposal: Submit a proposal describing procedures at
least 10 days before the time cutting and patching will be performed,
requesting approval to proceed. Include the following information:
1. Extent: Describe cutting and patching, show how they will be
performed, and indicate why they cannot be avoided.
2. Changes to Existing Construction: Describe anticipated results. Include
changes to structural elements and operating components as well as
changes in building's appearance and other significant visual elements.
3, Products, List products to be used and firms or entities that will
perform the Work.
4. Dates: Indicate when cutting and patching will be performed.
Delete subparagraph below if utilities are not affected by cutting and patching.
Expand to include special requirements to suit Project.
5, Utilities: List utilities that cutting and patching procedures will disturb
or affect. List utilities that will be relocated and those that will be
temporarily out of service. Indicate how long service will be disrupted.
First subparagraph below shifts responsibility for cutting and patching structural
work from Architect to Contractor. Revise to suit Project and local regulations.
Be careful not to violate state laws or public policy, which may require
Structural Engineer to take responsibility.
6. Structural Elements: Where cutting and patching involve adding
reinforcement to structural elements, submit details and engineering
calculations showing integration of reinforcement with original structure.
7. OWNER'S Approval: Obtain approval of cutting and patching proposal
before cutting and patching. Approval does not waive right to later
require removal and replacement of unsatisfactory work.
S. Notify Owner of means and methods to be employed to prevent water
damage to existing owner equipment near cutting activities that will
require the use of water.
9. Notify Owner that an inspection of existing roof drain lines will be
performed prior to cutting of existing roof drain lines.
1.5 QUALITY ASSURANCE
This Article contains requirements that expand provisions contained in
AIA Document A201.
A. Structural Elements: Do not cut and patch structural elements in a
manner that could change their load -carrying capacity or load -deflection
ratio.
1. Structural elements shall include but not be limited to the following: All
masonry and brick construction which is existing, all existing beam
reinforcing and spliced 'C' channel construction, all parapet walls, and
metal roof decking.
B. Operational Elements: Do not cut and patch the following operating
elements and related components in a manner that results in reducing
their capacity to perform as intended or that results in increased
maintenance or decreased operational life or safety.
List below is an example only. Revise to suit Project's operating systems.
With advice of counsel, delete below if Architect's approval is not required. If
list is deleted, delete optional text in paragraph above.
1. Primary operational systems and equipment.
2. Fire -protection systems.
3. Control systems, including irrigation systems.
4. Communication systems.
5. Electrical wiring systems.
C. Miscellaneous Elements: Do not cut and patch the following elements or
related components in a manner that could change their load -carrying
capacity, that results in reducing their capacity to perform as intended, or
that results in increased maintenance or decreased operational life or
safety..
1. Equipment supports.
2. Piping, ductwork, vessels, and equipment,
3. Noise- and vibration -control elements and systems.
D. Visual Requirements: Do not cut and patch construction in a manner that
results in visual evidence of cutting and patching. Do not cut and patch
construction exposed on the exterior or in occupied spaces in a manner
that would, in Engineer's opinion, reduce the building's aesthetic qualities.
Remove and replace construction that has been cut and patched in a
visually unsatisfactory manner.
Delete subparagraph below for old buildings where it is unlikely that original
Installer is available.
1. If possible, retain original Installer or fabricator to cut and patch
exposed Work listed below. If it is impossible to engage original Installer
or fabricator, engage another recognized, experienced, and specialized
firm.
List below contains items that might be difficult for anyone but original Installer
to cut and patch satisfactorily, or where warranties may be in effect. Edit to
suit Project. Consider deleting woodwork and wall covering because they may
be difficult for anyone to match.
a. Roof drain systems ' which extend to the site.
b. HVAC enclosures, cabinets, or covers, including exterior equipment.
Normally delete below. Revise if cutting and patching are extensive or if careful
coordination between several trades is necessary to avoid conflicts.
E. Cutting and Patching Conference: Before proceeding, meet at Project site
with parties involved in cutting and patching, including all trades. Review
areas of potential interference and conflict. Coordinate procedures and
resolve potential conflicts before proceeding.
1.6 WARRANTY
Delete this Article if no warranties exist that would be affected.
A. Existing Warranties: Remove, replace, patch, and repair materials and
surfaces cut or damaged during cutting and patching operations, by
methods and with materials so as not to void existing warranties.
PART 2- PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections of these
Specifications.
B. Existing Materials: Use materials identical to existing materials. For
exposed surfaces, use materials that visually match existing adjacent
surfaces to the fullest extent possible.
1. If identical materials are unavailable or cannot be used, use materials
that, when installed, will match the visual and functional performance of
existing materials.
2. Match existing construction when replacing materials. This shall include
fill materials, underlayments, compaction, etc.
Insert specific material requirements here if not specified elsewhere. Material
and installation requirements are better specified in individual Sections. See
Evaluations.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which
cutting and patching are to be performed.
1. Compatibility: Before patching, verify compatibility with and suitability of
substrates, including compatibility with existing finishes or primers,
2. Proceed with installation only after unsafe or unsatisfactory conditions
have been corrected.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
B. Protection: Protect existing construction during cutting and patching to
prevent damage. Provide protection from adverse weather conditions for
portions of Project that might be exposed during cutting and patching
operations.
C. Adjoining Areas: Avoid interference with use of adjoining areas or
interruption of free passage to adjoining areas.
Retain below where Owner continues to occupy other portions of an existing
facility.
D. Existing Services: Where existing services are required to be removed,
relocated, or abandoned, bypass such services before cutting to avoid
interruption of services to occupied areas.
3.3 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed
with cutting and patching at the earliest feasible time, and complete
without delay.
1. Cut existing construction to provide for installation of other components
or performance of other construction, and subsequently patch as
required to restore surfaces to their original condition.
B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping,
grinding, and similar operations, using methods least likely to damage
elements retained or adjoining construction. If possible, review proposed
procedures with original Installer; comply with original Installer's written
recommendations.
1. In general, use hand or small power tools designed for sawing and
grinding, not hammering and chopping. Cut holes and slots as small as
possible, neatly to size required, and with minimum disturbance of
adjacent surfaces. Temporarily cover openings when not in use.
2. Existing Finished Surfaces: Cut or drill from the exposed or finished
side into concealed surfaces.
3. Concrete, Masonry, and Asphalt: Cut using a cutting machine, such as
an abrasive saw or a diamond -core drill.
Coordinate subparagraph below with Divisions 15 and 16 to avoid duplication or
conflicts. If retaining, revise to suit Project.
Retain subparagraph below if required to prevent multiple cutting and patching
in the same area. Add specific requirements for multiple contracts and special
conditions requiring coordination.
4. Proceed with patching after construction operations requiring cutting are
complete.
C. Patching: Patch construction by filling, repairing, refinishing, closing up,
and similar operations following performance of other Work. Patch with
durable seams that are as invisible as possible. Provide materials and
comply with installation requirements recommended by material
manufacturers and as would be expected by the standard of care for
similar work.
1. Inspection: Where feasible, test and inspect patched areas after
completion to demonstrate integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and
extend finish restoration into retained adjoining construction in a manner
that will eliminate evidence of patching and refinishing.
3. Ceilings: Patch, repair, or rehang existing ceilings as necessary to
provide an even -plane surface of uniform appearance.
4. Exterior Building Enclosure: Patch components in a manner that
restores enclosure to a weathertight condition.
Insert specific installation requirements if not specified elsewhere. Specific
installation requirements are better specified in individual Sections.
END OF SECTION 01731
MICHAEL WOMACK P.E. 4904C
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SPECIrICATIONs
G PINE R/ L,
C;ONi 1770NS
DRAWN BY:
BP
CHECKED
BY:
RT! G r
DATE:
//
0//0// 11
PROJECT
NUMBER:
1!090
SHEET NUMBER:
E=
1s2
FLEXIBLE METALLIC
CONDUIT TO WIRING
HARDNESS CONNECTION
POINT FOR REMOTE
EMEGENCY STOP
STATION
FLEXIBLE E METALLIC -,
CONDUIT TO WIRING
HARNESS CONNECTION
POINT FOR REMOTE
ANNUNICATOR CONNECTION
GENERATOR FEEDER
SEE RISER DIAGRAM
FOR SIZE
2-1 1/2" CONDUIT(S) ONE -
IS SPARE ONE FOR ATS
CONTROL WIRING. ROUTE
SPARE CONDUIT TO ADJACENT
TO PANEL B, CAP AND MARK.
120/208Y, 3P, 4W DIESEL GENERATOR COMPLETE
MAIN BREAKER. SIZEA WITH SOUND ATTENUATED WEATHERPROOF HOUSING
AND TYPE AS AND DOUBLE WALL FUEL STORAGE TANK. GENERATOR
RISER DIAGRAM IS OWNER PROVIDED, OWNER DELIVERED AND SET IN
INDICATES PLACE BY OWNERS RIGGING COMPANY. STARTUP WILL
FALSO BE OWNER PROVIDED,
A
WATER HEATER
120V, 1500VA
BATTERY BATTERY
CHARGER
DOUBLE WALL BASE TANK
SEE ELECTRICAL RISER
DIAGRAM FOR GROUNDING
ELECTRODE SIZE AND
ATTACHMENT DESCRIPTION
CONTRACTOR PROVIDED
WEATHERPROOF BREAKGLASS
REMOTE EMERGENCY
STOP STATION
LOCATED ADJACENT
TO MAIN #1
LOCATED ADJACENT
TO GENERATOR ON
4" SQUARE CONCRETE
PEDISTAL
WP/GFI
B-27
—CONCRETE PAD
(REFER TO STRUCTURAL
DRAWINGS)
B-25 JACKET WATER HEATER) 2 #12 AND 1 #12 E.G. — 3/4" CONDUIT
B-27 BATTERY CHARGER) 2 #12 AND 1 #12 E.G. — 3/4" CONDUIT
GENERATOR DETAIL - ELEVATION
CALE: NTS
/11090
ELECTRICAL SITE PLAN
SCALE: 1"=20'—O" /11090
GENERAL NOTES:
1. REFER TO STRUCTURAL DRAWINGS FOR REQUIRED PAD INFORMATION.
2. REFER TO CIVIL DRAWINGS FOR CUTTING AND PATCHING REQUIREMENTS IN
PAVED AREAS.
3. ALL SHUTDOWNS AND SERVICE SWITCHOVERS MUST BS SCHEDULES AT LEAST
ONE WEEK IN ADVANCE AND MUST OCCUR DURING NON BANKING HOURS.
4. PRIOR TO INSTALLATION, OBTAIN COPIES OF SUBMITTAL DATA FOR ALL OWNER
PROVIDED EQUIPMENT. PROVIDE ALL INTERCONNECTING CONTROL WIRING,
CONDUITS, CONCRETE PADS, ETC..
KEYED NOTES:
0 OWNER PROVIDED DIESEL GENERATOR WITH SOUND ATTENUATED ENCLOSURE
AND DOUBLEWALL BASE TANK. MAINTAIN ALL REQUIRED WORKING CLEARANCES.
O TRENCH AND BACKFILL AS REQUIRED TO ALLOW CONDUIT INSTALLATION,
CUT AND PATCH CONCRETE SIDEWALK TO ALLOW CONDUIT INSTALLATION.
MICHAEL W_0M_A_C7 P.E. 4904C
54. JO
-• -
CONTRACTOR PROVIDED
WEATHERPROOF BREAKGLASS
REMOTE EMERGENCY
STOP STATION
LOCATED ADJACENT
TO MAIN #1
LOCATED ADJACENT
TO GENERATOR ON
4" SQUARE CONCRETE
PEDISTAL
WP/GFI
B-27
—CONCRETE PAD
(REFER TO STRUCTURAL
DRAWINGS)
B-25 JACKET WATER HEATER) 2 #12 AND 1 #12 E.G. — 3/4" CONDUIT
B-27 BATTERY CHARGER) 2 #12 AND 1 #12 E.G. — 3/4" CONDUIT
GENERATOR DETAIL - ELEVATION
CALE: NTS
/11090
ELECTRICAL SITE PLAN
SCALE: 1"=20'—O" /11090
GENERAL NOTES:
1. REFER TO STRUCTURAL DRAWINGS FOR REQUIRED PAD INFORMATION.
2. REFER TO CIVIL DRAWINGS FOR CUTTING AND PATCHING REQUIREMENTS IN
PAVED AREAS.
3. ALL SHUTDOWNS AND SERVICE SWITCHOVERS MUST BS SCHEDULES AT LEAST
ONE WEEK IN ADVANCE AND MUST OCCUR DURING NON BANKING HOURS.
4. PRIOR TO INSTALLATION, OBTAIN COPIES OF SUBMITTAL DATA FOR ALL OWNER
PROVIDED EQUIPMENT. PROVIDE ALL INTERCONNECTING CONTROL WIRING,
CONDUITS, CONCRETE PADS, ETC..
KEYED NOTES:
0 OWNER PROVIDED DIESEL GENERATOR WITH SOUND ATTENUATED ENCLOSURE
AND DOUBLEWALL BASE TANK. MAINTAIN ALL REQUIRED WORKING CLEARANCES.
O TRENCH AND BACKFILL AS REQUIRED TO ALLOW CONDUIT INSTALLATION,
CUT AND PATCH CONCRETE SIDEWALK TO ALLOW CONDUIT INSTALLATION.
MICHAEL W_0M_A_C7 P.E. 4904C
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SITE' 1'L<1�V
DRAWN BY:
BP
CHECKED
BY:
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DATE:
07107111
PROJECT
NUMBER:
11090
SHEET NUMBER:
E-2.0
a
EXISTING
PANEL B
CIRCUIT BREAKER TYPE
SIEMENS P1
120 / 208 V., 3
PH., 4W.
400A. MAIN CIRCUIT BREAKER
FLUSH MTD. - NEMA 1
CKT.
NO.
NO. OF
POLES
TRIP
AMPS
VOLT LOAD
AMPS
CKT.
NO.
NO. OF
POLES
TRIP VOLT
AMPS AMPS
LOAD
1
3
100
- PANEL A
2
2
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1
-
- SPACE
10 1
1
20 -
PHOTOCELL
11
1
-
- SPACE
12
1
20 -
SPARE
13
2
20
- SPARE
14
1
20 -
SPARE
15
-
-
- -
16
2
50 -
NOT LABELED
17
2
20
- SITE LIGHTING
18
-
- -
-
19
-
-
- -
20
2
35 -
NOT LABELED
21
1
20
- SIGN
22
-
- -
-
23
1
20
- SPARE
24
1
- -
SPACE
25
1
20
- JACKET WATER HEATER
26
1
- -
SPACE
27
1
20
- BATTERY CHARGER
28
1
- -
SPACE
29
1
-
- SPACE
30
1
- -
SPACE
31
1
-
- SPACE
32
1
- -
SPACE
33
1
-
- SPACE
34
1
- -
SPACE
35
1
-
- SPACE
36
1
- -
SPACE
37
1
-
- SPACE
38
3
150 -
PANEL E
39
1
-
- SPACE
40
-
- -
-
41
1
-
- SPACE
42
-
- -7-
1:1
I:1 NEW CIRCUIT BREAKER OF THE SAME TYPE AND
AIC RATING OF OTHER CIRCUIT BREAKERS IN THIS
EXISTING PANELBOARD.
EXISTING PEAK DEMAND 32.38 KW ® 125% = 40.47 KW
JACKET WATER HEATER AND BATTERY CHARGER 0 100% = 1.7 KW
TOTAL = 42.17 KW
(117 AMPS)
KEYED NOTES:
O EXISTING 400 AMP SECONDARY TO REMAIN.
�2 REMOVE 400 AMP FEEDER TO PANEL E.
O3 RELOCATE EXISTING DISCONNECT FED FROM PANEL E-17,19.
® REFEED CU -1 MATCHING EXISTING CONDUIT AND WIRE SIZE.
O EXISTING LB FITTING ON BUILDING EXTERIOR.
O6 NEW NEMA 3R FREE STANDING 400 AMP SERVICE ENTRANCE RATED TRANSFER
SWITCH. TRANSFER SWITCH IS OWNER PROVIDED CONTRACTOR INSTALLED.
PROVIDE REQUIRED CONCRETE PAD.
O NEW 400 AMP FEEDER - 2 SETS OF 2" CONDUIT EACH WITH 4 #3/0 COPPER
AND 1 #3 EQUIPMENT GROUND.
OS EXISTING SERVICE GROUND TO REMAIN.
O EXISTING MANUAL TRANSFER SWITCH TO REMAIN.
10 EXISTING GENERATOR DISCONNECT TO REMAIN.
11 NEW NEMA 3R BREAKGLASS STATION MOUNTED ADJACENT TO MAIN #1 -
PUSHBUTTON SHALL DE -ENERGIZE THE OPTIONAL STANDBY GENERATOR.
12 REMOVE PARTIAL BRANCH CIRCUIT SERVING CU -1.
13 1 #6 COPPER GROUND BONDED TO GENERATOR FRAME. BOND TO 3/4"x10'-0"
COPPERCLAD GROUND RODS.
- L
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❑ ❑ u
KWH MTf
I
KWH
METER
PEAK DEMAND ❑
32.38 KW O6 60
400/3
11 I] MAIN #1 —FT -I
ELECTRICAL PLAN
SCALE: 1/8"=V-0"
/11090
DRIVE THROUGH
GENERAL NOTES:
1. REFER TO STRUCTURAL DRAWINGS FOR REQUIRED PAD INFORMATION.
2. REFER TO CIVIL DRAWINGS FOR CUTTING AND PATCHING REQUIREMENTS IN
PAVED AREAS.
3. ALL SHUTDOWNS AND SERVICE SWITCHOVERS MUST BS SCHEDULES AT LEAST
ONE WEEK IN ADVANCE AND MUST OCCUR DURING NON BANKING HOURS.
4. ALL ELECTRICAL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED.
5. PRIOR TO INSTALLATION, OBTAIN COPIES OF SUBMITTAL DATA FOR ALL OWNER
PROVIDED EQUIPMENT, PROVIDE ALL INTERCONNECTING CONTROL WIRING,
CONDUIT, CONCRETE PADS, ETC..
4
FPANELg 12 560
4
SYSTEM VOLTAGE = 120/208Y 3P, 4W
NOTE: ALL ELECTRICAL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED.
RISER DIAGRAM
SCALE: NTS
/11090
200
200 3
mom
FLOOR
SLAB
NEW 80 KW/100 KVA DIESEL GENERATOR
WITH 400 GALLON DOUBLEWALL BASE
TANK
400/3 — ^ _
J J J J J AT 50% LOAD GENSET CONSUMES
13 3.8 GPH x 72 H, 273.6 GALLONS
OF DIESEL CONSUMED.
= EXISTING EQUIPMENT/FEEDERS TO REMAIN
= NEW EQUIPMENT/FEEDERS
--------- = EXISTING TO BE REMOVED
MICHAEL WOMACK P.E. C
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SHEET TITLE:
LLI-;C"1'K1C
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DRAWN BY:
BP
CHECKED
BY:
rr?? rr
RGFl `
DATE:
07/07111
PROJECT NUMBER:
1109U
SHEET NUMBER:
E-3.0