HomeMy WebLinkAbout2131-2141 Spinner Ln (a)Permit #: 6(:)— A\ // >
Job Address: ;' 13 /-L _
CITY OF SANFORD PERMIT APPLICA'T'ION
Date:
SPi,t�Iv��. �,✓ �„F�� F� �Z.`7 7
Description of Work: C��i fi fi , t �Jr/ +' �� �� �" i nx r� �'�r-/-✓ s U; �'n�
Historic District: Zoning: Value of Work:
Permit Type: Building ,/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS A111 ` Y. Addition/Alteration Z�C Change of Service Temporary Pole___
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures A /# of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets /" /�_ Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Conuriercial _11r, " Industrial Total Square Footage: Affi365—
Construction Type: # of Stories: N"t. It of Dwelling Units: Flood 'Lone:(FEMA form require (; for t0her than X)
Parcel #:
(Attach Proof of Ownership & Legal Description)
Owners Name & Address: -, 6y i Ao 1# w i
1r200041r' 1 Ra Gte".414.. 1 13/t/ d � �p_►c-: � :Ss , /j - IcL 3-Z773 Phone:
Contractor Name & Address; w,,y r CA All tG w J Pyve. ' ,✓ 2 Z ( c",-, le- At J F -G 32 7S"/
tate License Number: G U( _1s37.
Phone & Fax: '40-1 S i' 1 644 8523 407 GA7 7LCoutact Person: AUr-, 7e-' A y r2 Phone:
Bonding Company: w/ /'r
Address:
Mortgage Lender:
Address:
ArchItect/Enpgincer. +I' 1,4 ' r,' � pG7�/ / Phone; 40-7 t8l' ^�C�G
Address: !, �% V d!� j tm+ ,i 2, I �/� `l1 r✓{�� t` e, Fax: 'T�tU % U �6 l S % L —
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Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable, I.mvin i ogulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESIA.'I 11,; °,P) t JN, t' t Y ING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR Lla ll?i,L tale AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable'td-this prop ty that may be found in the peblil: rcccids of
this county, and there may be additional permits required from other governmental entities such as w• cr n na ent districts, state agencies, or ti t.ietal agencies.
Po cc cc of permit is verification that I will notify the owner of the property of the requiremen P lori ien Law, FS 7
3 Signature of Owner/Agent Date SPA611,
ature of ntractor/Apt t Dato
'••..,.. Li i to n.� L'cw s J ce.,,✓� /t
h O 0P Owner/A ent's Name
ar 0 p g Print Contractor/Agent's Name —
r:S' na re o Notary -State of Florida Date Signature of Nota -State of Florida Date
- =
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µ z / 0 Pt, Notary Public State of FlorrW
* a �/ d `fir, ula J Vendette
w �Owner/Agent is ,Personally Known to Me or Contractor/Agent is Personal o e N Commission DD439119
Produccd ID Produced ID " Y
o --nn 7C .14M tApires 061Q912009
�ASIJAION APPROVED BY: Bldg: c Z/ - I �/ p, w tt
., g Utilities:
(Initial & Date) (Initial & Date) (Initial & Datc) (lni is & ate)
Special Conditions;
IMPACTFEE,
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General Notes
1. It is the intent of the Architect that this work be in conformant:e with all requirements of the building authorities having jurisdiction over this type
of construction and occupancy _ All Contractors shall do their work in conformance with all applicable codes and regulations.
2. These documents are intended to provide the minimum information required to obtaining building permits and construct the building. Contractor
shall be responsible to verify and coordinate extent of work with Owner and Owner's other consultants in order to properly and completely
construct [Itis project. Should Contractor require any clarification or modification to these documents, Contractor shall contact Architect prior to
start of construction when possible, or during construction before proceeding with additional construction.
3. Contractor shall provide shop drawings or additional construction details necessary to properly and completely construct this project based on
prior inspection of the'existing construction and these documents.
4. The Contractor shall verify all conditions and dimensions at the job -site prior to commencing work. Contractor shall report all discrepancies in the
drawings and existing conditioals to the Architect prior to commencing work.
5. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, sleeves hangers, slab depressions, and pitches .
as may be required to attach and accommodate other work.
6. These documents, as instrumemts of service, are the property of the Architect and may not be used or reproduced without expressed written consent
of the Architect,
7. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the
work except where a different detail is shown.
8. Contractor shall haul all rubbish from site on a regular basis, and shall not allow construction debris to accumulate.
9. Contractor shall coordinat ". work with Owner and shall assure that all business operations will be uninterrupted.
10. Contractors to obtain all permi-ts, pay all fees and taxes.
]L Dimensions indicated on the drawings in reference to existing conditions are based on the best available data obtainable, but are not guaranteed.
Before proceeding' with any v%,ork dependent upon the data involved, the Contractor shall field check and verify all dimensions, grades, lines,
levels, or other conditions of limitations at the site to avoid construction errors. If any work is performed by the Contractor or any of this
subcontractors prior to adequane verification of applicable data, any resultant extra cost for adjustment of work as required to conform to existing
limitations, shall be assumed by the Contractor without reimbursement or compensation by the Owner.
12. A designated location for storage of construction material and equipment shall be determined by Owner and identified at the pre -construction
meeting.
13. Contractor personnel are conf-imed to areas of building necessary for completing the work. Free access to all parts of the building is not allowed.
All Contractor toolboxes, containers, etc. are subject to Owner's inspection.
.14. Contractor is responsible for scheduling delivery, receiving, unloading, uncrating, storing, setting in place, and protecting from damage all new
equipment furnished by the Contractor. This shall also apply to items furnished by the Owner to the Contractor.
15. All interior'finkhes shall be a minimum Class B. The Owner shall select all interior finish materials, colors and textures. Doors,
windows, ceiling and trim materials shall be selected by Ow nee
16. Site design, landscape design, site utilities and construction documents for same are provided by others under a separate permit and/or
agreement with the Owner. The Contractor shall coordinate site development plans with Architect's plans, and shall notify Architect of
any discrepancies prior to start of construction.
17. Contractor shall coordinate with Owner placement of furnishing, equipment and cabinetwork required by Owner, and shall make
adjustments to plumbing, electric, phone and computer services as required by Owner.
18. Architect has not been authorized to provide construction administration services. If such services are required or requested, they will be
at an additional cost at hourfy rates, authorized in writing by the Owner. This includes, but is not limited to. Review and approval of shop
drawings, construction inspections to verify construction progress or progress payments; selection of materials; review of
Owner/Contractor Agreements; or other services necessary after the permit is granted by the municipal authority.
19. Contractor shall verify location and capacity of existing utilities prior to construction. Notify Architect if there are any conflicts that
require modification of the construction plans.
20. Connect new water supply to existing utilities and City water source.
21. Connect new sanitary to exis4ing sanitary system stub -outs. See plumbing plans by others.
22. Verify electrical service capacity for new construction. Provide underground service from existing panel/service to new work.
23. Contractor to provide shop drawings for new HVAC installation. See HVAC plans by others, and provide energy calculations based on
designed system and existing insulation.
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR r 41,
AND SHALL REMAIN IN PLACE UNTiL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN�pFf,l. �kP�dV->� .��II�i�T�
CONSTRUCTED TO THE SATiSFACTiONOFTHE ARCHITECT.
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FLOOR LEVEL �\a
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140T WATER PIPE
SHALL BE COVERED
LEVER OPERATED
FAUCETS
42" MIN � � 11's'# CRAB BAR W/
11/2 0 CLEARANCE FROM
12 36' MAX WALL t SECURE TO WALL
W L®h1 I STUD OR ANi' SOLID BASE
IF CRAB BAR IS LAR THAN
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GFNERAL CONDITIONS AND NOTES
CAST IN PLACE CONCRE'T'E
1.
IT IS THE INTENT OF THE ARCHITECT THAT THiS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING
L ALi, CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
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AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALi, CONTRACTORS SHAi.L DO THEiR
SLAB ON GRADE, AND FOOTINGS 2500 PSi
•
WORK iN CONFORMANCE WiTH ALL APPLICABLE CODES AND REGULATIONS.
RF.MtAINING CONCRETE 3000 PSi
2.
THE CONTRACTOR SHALL VERIFY ALL C_ONDiTiONS AND DIMENSIONS AT THE JOB.SiTF PRIOR TO COMMENCING WORK. CONTRACTOR
2, ALT, CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MiNUS 1 ", AND HAVE 2 TO 4% AIR ENTRAiNMENTS, AND A MAXIMUM
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SHALL REPORT ALL DISCREPANCIES 1N THE DRAWINGS AND EXISTING CONDiTIONS TO THE ARCHITECT PRiOR TO COMMENCING WORK.
WATER/CFMET'JT RATIO OF 0.58.
3.
CONTRACTOR SHALL SUPPLY, LOCATE, AND BUiLD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
3, CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WiTH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2.
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HANGERS, SLAB DEPRESSIONS, AND PiTCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACT 318
4.
THESE DOCUMENTS, AS INSTRUMF,NTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTED
4. ALL REINFORCING STEEL SHALL BE NEW DOMESTiC DEFORMED BILLET STEEL, CONFORMING TO ASTM A-615 GRADE 60.
WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT.
S. ALL CONCRETE WORK SHALL BE iN ACCORDANCE WiTH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACT 318
S.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TVPiCAL AND SHALL BE CONSTRUED TO APPLY TO ANY
LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACT 301.
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SIMILAR SITUATION ELSEWHERE iN THE WORK EXCEPT WHERE A DIFFERENT DETAIL, iS SHOWN. THE CONTRACTOR SHALT, CONSULT
6. WHERE BAR LENGTIIS ARE GiVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE
THE ARCHITECT IF THERE iS ANY UNCERTAINTY REGARDING, THE INTENT OR AP" ICATTON OF A DETAIL OR CONSTRUCTION ISSUE.
PROVIDED AT DISCONTINUOUS ENDS OF AL1, TOP BARS OF BEAMS AND AT SLATES Fi GF_S.
6.
ALL DIMENSIONS AND ELEVATIONS SHOWN SHALT, BE FIELD VERIFIED BY THE CONTRACTOR PRiOR TO CONSTRUCTION.
7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS
7.
THIS STRUCTURE HAS BEEN DESIGNED iN ACCORDANCE WiTH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2004 EDITION OF THE
WHiCH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHiCH ARE PLASTIC TIPPED OR STAINLESS STEEL.
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FLORIDA BUILDING CODE iT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS:
8. CONTRACTOR SHALL, PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE
• 120 MPH WIND LOADS WITH SHAPE FACTORS.
INDICATED ON THE ARCHITECTURAL DRAWINGS.
• EXPOSURE B WIND LOADS
9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVTDFD FOR REINFORCEMENT:
• IMPORTANCE FACTOR OF 1.0, BUILDING CATEGORY TI
3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO F,ARTH.
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• INTFRAL PRESSURE COEFFICIENT 1S 0.18
2" CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS
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• MiNIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING iS +25.9,-29-1 PSF
1 1/2" ALL OTHER CASES.
• NET UPLIFT DESIGN PRESSURE SHALT, BE 30 PSR
10. MINIMUM LAT SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON
Pr T-0" x 6-8" w/
• DESIGN ROOF LIVE LOAD IS 20 PSF
THE DRAWINGS.
• ALI, CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALT, APPLICABLE LOADS.
H. WELDED WIRE FABRIC SHAi.L, CONFORM TO ASTM A-185, WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE
Acoustic
WITHIN THE 8".
R.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION.
12. CONTRACTOR SHALT, VERIFY LOCATIONS OF ALI, OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES
9.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING ViSITED THE STTF, AND HAVING FAMILIARIZED HiMSELF WiTH ALL
BEFORE CONCRETE IS PLACED.
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EXISTING CONDITIONS. ANY QUESTIONS OR DiSCREPANCiE_S FOUND WITH REGARD TO TiIE DRAWINGS SHALT, BE BROUGHT TO TiIE
13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WiTH V-0" LAP SHALL BE
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ATTENTION OF THE ARCHITECT BEFORE, SUBMiTTING A PROPOSAL.
PROVIDED.
10.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTiON PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
14, ALI, REINFORCING DETAIIS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
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BUILDING AND ITS COMPONENT PARTS DARING ERECTION. THIS INCLUDES, BI_T IS NOT i,iMITED TO, THE ADDITION OF WHATEVER
STRUCTURES` ACT 315 LATEST EDITION, UNLESS DETAILED OTHERWISE, ON THESE PLANS.
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TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BF NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SiZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES,
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALT, BE FURNISHED AND INSTALLED PRIOR TO
11.
iF MATERIALS, QUANTiTiES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH
PLACEMENT OF CONCRETE.
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THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SiZE INDICATED, SPECIFIED OR NOTED SHALL BE
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16. ' FOR BEAMS, LAP BOTTOM STEET, AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE„
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PROVIDED.
17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT.
12.
PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL
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WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND
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PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER.
10'-0'
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13,
CONTRACTOR SHALT, HAUL ALL RUBBISH FROM SITE ON A REGULAR BASiS, AND 94HALL NOT ALLOW DEBRIS TO ACCUMULATE.
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14.
CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES.
Min. 8'
Semi -gloss
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15.
DIMENSIONS INDICATED ON THE DRAWINGS iN REFERENCE TO EXISTING CONDTIONS ARE BASED ON THE BEST AVAILABLE DATA AS
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PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FiELD VERIFY ALL DIMENSIONS, GRADES,
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LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. iF ANY WORK iS PERFORMED
Toilet accessories to be selected by owner
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BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRiOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA
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COST FOR ADJUSTMENT OF WORK SHALT, BE THE RESPONSIBILITY OF THE CONTRACTOR.
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16.
SCALING DIMENSIONS FROM PLANS IS PROHIBITED.
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17.
A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQL IPEMNT SHALL, BF, DETERMINED BY THE OWNER.
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18.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM
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DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THF OWNER FOR THE CONTRACTORS USE.
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19.
CONTRACTOR SHALL PROVIDE, AND SUBMIT WiTH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S
10'-0'
Pat nt
Faint
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Cabinets to be selected by Owner
Floor and wall finishes selected by Owner Minimum Class 'B' name spread. "
INSTALLATION SPECIFICATIONS FOR SELECTED MATFRIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL
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CONSTRU(OON COMPONENTS, SHOWING COMPLiANCF. WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE.
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FOUNDATIONS
1.
SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE
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BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECiINICAL ENGINEER REGISTRERFD IN THE STATE OF FLORIDA.
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CONTRACTOR OR OWNER TO PROVIDE AS REQUiRED BY BUILDING OFFICIAL.
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2.
ALL REQUIREMENTS FOR SiTE PREPARATION AND SOiL. COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS
-
ADDITIONAL MORE, STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED
DiFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONUTTRACTOR.t
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3.
SOiL SHALT, BE COMPACTED TO A MiNiMUM OF 95% OF MAXiMUM MODIFIED PROCTOR DENSITY.
4.
ALL FOOTINGS SHALL BE CENTERED UNDFR THE COLUMN OR WALL, ABOVE UNLESS NOTED OTHERWISE.
5
BACKFii I AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE
General Notes
1. It is the intent of the Architect that this work be in conformant:e with all requirements of the building authorities having jurisdiction over this type
of construction and occupancy _ All Contractors shall do their work in conformance with all applicable codes and regulations.
2. These documents are intended to provide the minimum information required to obtaining building permits and construct the building. Contractor
shall be responsible to verify and coordinate extent of work with Owner and Owner's other consultants in order to properly and completely
construct [Itis project. Should Contractor require any clarification or modification to these documents, Contractor shall contact Architect prior to
start of construction when possible, or during construction before proceeding with additional construction.
3. Contractor shall provide shop drawings or additional construction details necessary to properly and completely construct this project based on
prior inspection of the'existing construction and these documents.
4. The Contractor shall verify all conditions and dimensions at the job -site prior to commencing work. Contractor shall report all discrepancies in the
drawings and existing conditioals to the Architect prior to commencing work.
5. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, sleeves hangers, slab depressions, and pitches .
as may be required to attach and accommodate other work.
6. These documents, as instrumemts of service, are the property of the Architect and may not be used or reproduced without expressed written consent
of the Architect,
7. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the
work except where a different detail is shown.
8. Contractor shall haul all rubbish from site on a regular basis, and shall not allow construction debris to accumulate.
9. Contractor shall coordinat ". work with Owner and shall assure that all business operations will be uninterrupted.
10. Contractors to obtain all permi-ts, pay all fees and taxes.
]L Dimensions indicated on the drawings in reference to existing conditions are based on the best available data obtainable, but are not guaranteed.
Before proceeding' with any v%,ork dependent upon the data involved, the Contractor shall field check and verify all dimensions, grades, lines,
levels, or other conditions of limitations at the site to avoid construction errors. If any work is performed by the Contractor or any of this
subcontractors prior to adequane verification of applicable data, any resultant extra cost for adjustment of work as required to conform to existing
limitations, shall be assumed by the Contractor without reimbursement or compensation by the Owner.
12. A designated location for storage of construction material and equipment shall be determined by Owner and identified at the pre -construction
meeting.
13. Contractor personnel are conf-imed to areas of building necessary for completing the work. Free access to all parts of the building is not allowed.
All Contractor toolboxes, containers, etc. are subject to Owner's inspection.
.14. Contractor is responsible for scheduling delivery, receiving, unloading, uncrating, storing, setting in place, and protecting from damage all new
equipment furnished by the Contractor. This shall also apply to items furnished by the Owner to the Contractor.
15. All interior'finkhes shall be a minimum Class B. The Owner shall select all interior finish materials, colors and textures. Doors,
windows, ceiling and trim materials shall be selected by Ow nee
16. Site design, landscape design, site utilities and construction documents for same are provided by others under a separate permit and/or
agreement with the Owner. The Contractor shall coordinate site development plans with Architect's plans, and shall notify Architect of
any discrepancies prior to start of construction.
17. Contractor shall coordinate with Owner placement of furnishing, equipment and cabinetwork required by Owner, and shall make
adjustments to plumbing, electric, phone and computer services as required by Owner.
18. Architect has not been authorized to provide construction administration services. If such services are required or requested, they will be
at an additional cost at hourfy rates, authorized in writing by the Owner. This includes, but is not limited to. Review and approval of shop
drawings, construction inspections to verify construction progress or progress payments; selection of materials; review of
Owner/Contractor Agreements; or other services necessary after the permit is granted by the municipal authority.
19. Contractor shall verify location and capacity of existing utilities prior to construction. Notify Architect if there are any conflicts that
require modification of the construction plans.
20. Connect new water supply to existing utilities and City water source.
21. Connect new sanitary to exis4ing sanitary system stub -outs. See plumbing plans by others.
22. Verify electrical service capacity for new construction. Provide underground service from existing panel/service to new work.
23. Contractor to provide shop drawings for new HVAC installation. See HVAC plans by others, and provide energy calculations based on
designed system and existing insulation.
CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR r 41,
AND SHALL REMAIN IN PLACE UNTiL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN�pFf,l. �kP�dV->� .��II�i�T�
CONSTRUCTED TO THE SATiSFACTiONOFTHE ARCHITECT.
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REVIEWED
Sanford F
Dater
t--
X
d
FLOOR LEVEL �\a
'.v,
IBAR
BOTTOM OF MIRROR MI 7bR
it OPG 11 .1
140T WATER PIPE
SHALL BE COVERED
LEVER OPERATED
FAUCETS
42" MIN � � 11's'# CRAB BAR W/
11/2 0 CLEARANCE FROM
12 36' MAX WALL t SECURE TO WALL
W L®h1 I STUD OR ANi' SOLID BASE
IF CRAB BAR IS LAR THAN
+' 321, SECURE ATTACHMENT CENTER
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FLOOR LEVEL
L'i BAR
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MOUN nNG HEIGHTS
HANDICAP
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Acoustic
1.5H
Mtl
X
Self-clos, in 'B' Label Door w/ Rated Hardware
C
Office 2
VCT
Vin 1
Ceiling
10'-0'
Paint
Paint
I Paint
Paint
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..
Acoustic'
Office 3
VCT
Vinvi
Ceiling
10'-0'
Paint
Paint
Paint
Paint
Acoustic.
Min. 8'
Semi -gloss
Semi -gloss
Semi -gloss
Semi -gloss
HC Toilet
VCT
Vinyl
Ceiline
0"
Paint
paint
paint
paint
Toilet accessories to be selected by owner
' Acoustic
Lobb •
VCT
Vin 1
Ceiling
10'-0'
Paint
Paint
Paint
I Paint
Built-in desks by Owner
Acoustic
Office 4
VCT
'in 'I
Ceiling
10'-0'
Paint
Paint
Paint
Paint
~Acoustic
Kitchen
VCT
Vigil
Galin
10'-0'
Pat nt
Faint
Paint
Paint
Cabinets to be selected by Owner
Floor and wall finishes selected by Owner Minimum Class 'B' name spread. "
DOOR SCHEDULE
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PROJECT NO.
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SECTION 15400
PLUMBING
PART GENERAL
1.1 SECTION INCLUDES
A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION
15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL
REQUIREMENTS.
1.2 SCOPE
1. B -LINE.
2.OTHER ACCEPTABLE MANUFACTURERS OFFERING
EQUIVALENT PRODUCTS,
A) MICHIGAN HANGER.
B) PHD.
2.2 HOT WATER WATER PIPING INSULATION
A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS,
EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS
CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE A. Manufacturers:
SUPERVISION, OPERATION, METHODS AND LABOR FOR THE 1.Owens-Corning
FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL 2. Johns -Manville
PLUMBING INSTALLATION. 3. Knauf
B. ASTM C547, rigid molded non-combustible fiberglass insulation.
B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND 'K' value .024 at 75 degrees F.
ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO C. Vapor Barrier Jacket, Kraft paper with glass fiber yam and bonded to aluminized film
INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. Closure system shall be UL 181.
BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS D. Insulation Thickness:/ -1/2"
SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT
BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR
SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE
LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS,
FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED 2.3 PIPING: SANITARY SEWER PIPING, BELOW AND ABOVE GRADE
BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING/
INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. 1. FITTINGS: SCHEDULE 40 PVC,
2. JOINTS: CASTM D2855 SOLVENT WELD WITH ASTM D2564 SOLVENT CEMENT
C.
EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH
HEATER SCHEDULE
STORAGE
MARK LOCATION CAPACITY
GALLONS
MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS
RECOVERY SIZE (IN.). OPERATIONAL MANUFACTURER MODEL NUMBER ACCESSORIES
AT 100' TEMP. WEIGHT (LBS).
RISE
EWH-1 ABV. RESTROOM 4f1
AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT
21 24" x 311.75"1 460 LOCHINVAR LSA2404OKK
WC -1 WATER CLOSET 4" INTEG 2" 1 2" -
PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT
2,4
ACCESSORIES:
WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE
SH -1 SHOWER 2" 2" 1-1 /2 1/2- 1/2"
INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT
SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO
ADDITIONAL COST INCURRED.
D.
WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER
SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS
PAR
DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY
OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR
SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE
WITH MANUFACTURERS RECOMMENDATIONS.
E.
COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP
DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE
SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL
ACCEPTANCE OF THE ARCHITECT/ENGINEER. IN THE EVENT THAT
THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH
OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE
WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL
REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL
COST TO THE PROJECT.
F.
CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES
PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL
ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT
CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNECTIONS
ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING
SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW).
G.
EXAMINATION OF BIDDING DOCUMENTS:
. �� A�Ps;�t.-,rte �;�: ��s,:;��"��:•.w ..�n� ra•�._�
OCUMENTS
1,=EACH°BIDDER SHALL' EXAMINE THE BIDDING DOCUMENTS-
I
CAREFULLY AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE
CAREFULLY
DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO
THE ENGINEER FOR INTERPRETATION OR CORRECTION OF ANY
AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY
INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN
ADDENDUM BY THE ENGINEER. ONLY A WRITTEN
INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY
ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON
ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER
METHOD.
H.
SUI;6TITUTIONS
1, EXCEPT AS PROVIDED BELOW, EACH BIDDER
REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND
EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS.
2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND
EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS
BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST
TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS.
EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION
OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR
EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS,
CUTS, PERFORMANCE AND TEST DATA OR INFORMATION
NECESSARY FOR A COMPLETE EVALUATION.
3. IF THE ENGINEER APPROVES ANY PROPOSED
SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN
ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS.
4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN
APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO
THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON
ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS.
PIPING: (NATER PIPING, ABOVE GRADE
A. COPPER PIPING: ASTM B88 TYPE V HARD DRAWN.
1. FITTINGS: ASTM B16.8 CAST BRONZE OR ASTM B16.22 WROUGHT
COPPER OR BRONZE.
2. JOINTS: ASTM B32 SOLDER, ASTM 95TA MINIMUM.
T 3 INSTALLATION
A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. TORQUE ALL HUBLESS CAST IRON COUPLINGS IN STRICT
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. UTILIZE
COUPLING MANUFACTURERS PRE-SET TORQUE WRENCH.
C. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER
JOINTING DISSIMILAR METALS.
D. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT.
E. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT
INTERFERE WITH USE OF SPACE.
F. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS.
G. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION
WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT.
H. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND
ACCESS TO VALVES AND FITTINGS.
PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT
EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH
APPROPRIATE ARCHITECTURAL SECTION.
J. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE
BUILDING TO ENSURE PROPER SLOPE AND COVER.
K. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR
CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER.
L. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL
BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT
OF ZINC RICH PRIMER TO WELDING.
M. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE.
LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE
AND LINSEED OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING
OF DRAINAGE SYSTEM.
N. ENCASE EXTERIOR CLEANOUTS IN CONCRETE FLUSH WITH GRADE.
0. INSTALL EACH FIXTURE WITH TRAP, EASILY RRMOVABLE FOR
SERVICING AND CLEANING.
P. PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPLIES TO
FIXTURES WITH LOOSE KEY STOPS, REDUCERS, AND ESCUTCHEONS.
Q. INSTALL COMPONENTS LEVEL AND PLUMB.
R. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL
SUPPORTS, WALL CARRIERS AND BOLTS.
S. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT
AS SPECIFIED IN SECTION 07900, COLOR TO MATCH FIXTURE.
5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL CONTRACTOR SHALL KEEP AS -BUILT PLANS DURING CONSTRCUTION
FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INDICATING ALL DEVIATIONS FROM CONTRACT DOCUMENTS INCLUDING
INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL AITERm PIPE ROUTING.
BIDDER.
6, REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED
AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS
WILL BE DENIED BY THE ENGINEER.
1.3 REGULATORY REQUIREMENTS
A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND
REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION.
B. CONFORM TO 2001 FLORIDA BUILDING CODE (WITH 2003 REVISIONS).
C. CONFORM TO 2001 FLORIDA PLUM BING,MECHANICAL AND FUEL GAS
CODES (WITH 2003 REVISIONS)
D. CONFORM TO 2001 FLORIDA FIRE PREVENTION CODE.
E. NATIONAL ELECTRIC CODE 2002 EDITION,
F. NFPA 54 (NATIONAL FUEL GAS CODE).
1A CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
exposed or moisture - resistant elements.
B. Submit written request in advance of cutting or altering elements which effect:
1. Structural integrity of eleWWed elements.
2. Integrity of weather -
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight
5. Work of Owner or separate contractor.
PART 2 PRODUCTS
2.1 PIPE HANGERS AND SUPPORTS
A.MANUFACTURERS:
PLUMBING SYMBOL LEGEND
SAN
-- - SAN
0
TA
0
SANITARY PIPING ABOVE GRADE
SANITARY PIPING BELOW GRADE
DOMESTIC COLD WATER PIPING
VENT PIPING
PIPING ELL DOWN
THREE WAY VALVE
BALL VALVE
FLOOR CLEANOUT
EXTERIOR CLEANOUT
CONNECT TO EXISTING
GATE VALVE IN SERVICE BOX
WATER CLOSETS
LAVATORIES
SHOWER
WATER HEATER DETAIL
NOT TO SCALE
�1 ELECTRIC WATER HEATER, REFER TO EQUIPMENT SCHEDULES.
0 BALL VALVE, REFER TO SPECIFICATIONS.
❑3 PROVIDE 12" HIGH HEAT TRAP.
�4 PROVIDE VACUUM RELIEF VALVE. VACUUM RELIEF VALVE SHALL COMPLY WITH
2001 FLORIDA PLUMBING CODE.
0 ASME APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE. PIPE VALVE TO
2" ABOVE WATER HEATER SAFETY PAN.
66 PROVIDE HOSE BIBB FOR DRAINAGE OF BOTTOM -FEED WATER HEATER.
0 DIELECTRIC UNION.
® 24 GAUGE MINIMUM GALVANIZED STEEL WATER HEATER SAFETY PAN SIZED 6" MINIMUM
LARGER THAN EQUIPMENT. PAN SHAM BE CONSTRUCTED IN ACCORDANCE WITH FLORIDA
PLUMBING CODE.
El THERMAL EXPANSION VALVE SIMILAR TO WILKINS. NO. BVEC.
10 1 1" COPPER SAFETY PAN DRAIN TO FLOOR DRAIN WITH 2" AIR GAP.
ELECTRIC WATER
HEATER SCHEDULE
STORAGE
MARK LOCATION CAPACITY
GALLONS
VOLTAGE/ KW N0. OF AMPERAGE
PHASE ELEMENTS
RECOVERY SIZE (IN.). OPERATIONAL MANUFACTURER MODEL NUMBER ACCESSORIES
AT 100' TEMP. WEIGHT (LBS).
RISE
EWH-1 ABV. RESTROOM 4f1
240/1 4.5 1 --
21 24" x 311.75"1 460 LOCHINVAR LSA2404OKK
WC -1 WATER CLOSET 4" INTEG 2" 1 2" -
ACCESSORIES:
66 PROVIDE HOSE BIBB FOR DRAINAGE OF BOTTOM -FEED WATER HEATER.
0 DIELECTRIC UNION.
® 24 GAUGE MINIMUM GALVANIZED STEEL WATER HEATER SAFETY PAN SIZED 6" MINIMUM
LARGER THAN EQUIPMENT. PAN SHAM BE CONSTRUCTED IN ACCORDANCE WITH FLORIDA
PLUMBING CODE.
El THERMAL EXPANSION VALVE SIMILAR TO WILKINS. NO. BVEC.
10 1 1" COPPER SAFETY PAN DRAIN TO FLOOR DRAIN WITH 2" AIR GAP.
PLUMBING FIXTURE SCHEDULE
WC -1 FIXTURE AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
COUPLED TANK AND UD, TRIP LEVER.
SEAT BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
STOP McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
AND ESCUTCHEON.
�-j FIXTURE AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
ADA COMPLIANT, 4" CENTER FAUCET DRILLING, FRONT OVERFLOW, BACKSPLASH.
FAUCET AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
ADA COMPLIANT, 0.50 GPM VANDAL RESISTANT AERATOR, LESS POP-UP AND POP-UP HOLE, CERAMIC DISC
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
DRAIN McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
OFFSET GRID STRAINER, 1-1/4" P -TRAP, WITH CLEANOUT, NIPPLE AND ESCUTCHEON, ENTIRE ASSEMBLY
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
STOPS McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
AND ESCUTCHEONS.
WIM
FLOOR DRAINS FD -11
TRAP PRIMER IP_V=1
VALVES
SHOCK ARRESTERS SA -'X'
ENCLOSURE LASCO NO. 1603-BFSC, 60"06"x76.875" HIGH (INTERIOR), ADA COMPLIANT, ACRYLIC GELCOAT SHOWER
ENCLOSURE, BARRIER-FRf, , SUP -RESISTANT BOTTOM SURFACE, 1-1/2" 4 L -SHAPE GRAB BARS,
INTEGRAL SOAP DISH, L-DiAPED ADA WHITE PHENOLIC SEAT, OPTIONAL COMPRESSED FIT SHOWER
DRAIN. PLUMBING CONTRACTOR SHAD_ CAREFULLY COORDINATE WITH G.C. FOR ALL CRITICAL PARTITION
WALL DIMENSIONS PRIOR TO CONSTRUCTION.
VALVE SYMMONS "TEMPTROL II" NO. BP -56 -500 -B30 -L -V -X, CHROME PLATED BRASS CONSTRUCTION,
PRESSURE BALANCED MIXING VALVE, ADA COMPLIANT, LEVER HANDLE, ADJUSTABLE STOP SCREW LIMIT,
SHOWER HEAD WITH ARM AND ESCUTCHEON, LEVER DIVERTER WITH INTEGRAL VOLUME CONTROL,
WAU-/HAND SHOWER WITHFLEXIBI E METALLIC HOSE, IN -UNE VACUUM BREAKER, WALL CONNECTION
AND FLANGE, 30" SLIDE -BAR FOR HAND SHOWER MOUNTING.
ZURN NO. Z415 -1-P, ROUND POLISHED NICKEL BRONZE TOP WITH EXTENDED RIM, CAST IRON BODY,
BOTTOM OUTLET, COMBINATION INVERTABLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE
SLOTS, 1/2" TRAP PRIMER CONNECTION.
PRECISION PLUMBING PRODUCTS (PPP) NO. PR -500 -PRIMERITE, BRASS CONSTRUCTION, CONTAINS NO
SPRINGS OR DIAPHRAMS, OPERATING RANGE OF 35 PSI TO 75 PSI. FOR DISTRIBUTION TO MORE THAN
ONE DRAIN PROVIDE THE FOLLOWING DISTRIBUTION UNITS:
SIOUX CHIEF WATER HAMMER ARRESTER MODEL "HYDRA -RESTER", ASSE 1010, COLD -ROLLED ONE-PIECE
COPPER CHAMBER, PRESSURIZED AIR CUSHION, GUARANTEED FOR LIFE OF PLUMBING SYSTEM.
'X' INDICATES REQUIRED P.D.I. SIZE.
FIXTURE, SEt,\ PLAN
INSTANTANEOUS
WATER HEATER
HOT WATER --�` -/,A -,-COLD WATER
`-JUNCTION BOX '
BY DIVISION 16
THREE-WAY VALVE
/TANTIANEOUS
OVIDE CHRONOMITE E30 -L, 3 KW, 24OV, 10, LOW FLOW WITH FACTORY
RE -SET TEMPERATURE LIMIT SET FOR 110' 6XIMUM OUTLET TEMPERATURE
IN WATER H CATER D ETAI
40f TO SCALE
r
rr,
s❑
FAX
ENGINEERING & CONSULTING, INC,
820 De La Elosque
Longwood, FL 32779
P: (407) 804-1969 F: (407) 540-9403
mbrooks@mbengineer.com
FL Lie. No, 57671/Auth. No. 26303
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PLUMBING FIXTURE CONNECTION SCHEDULE
ITEM DESCRIPTION WASTE TRAP I VENT CW HW REMARKS
WC -1 WATER CLOSET 4" INTEG 2" 1 2" -
L-1 LAVATORY 2" 1-1 /4" 1-1/2" 11Z 1 2'
SH -1 SHOWER 2" 2" 1-1 /2 1/2- 1/2"
PLUMBING FIXTURE SCHEDULE
WC -1 FIXTURE AMERICAN STANDARD "CADET RIGHT HEIGHT" NO. 2998.012, WHITE VITREOUS CHINA, FLOOR MOUNTED,
FLUSH TANK, ADA COMPLIANT, 12" ROUGH -IN, 1.6 GALLONS PER FLUSH, 2" GLAZED TRAPWAY, CLOSE -
COUPLED TANK AND UD, TRIP LEVER.
SEAT BEMIS TOILET SEAT NO. 1955C, WHITE, HEAVY-DUTY PLASTIC, ELONGATED, OPEN FRONT, LESS COVER,
STAINLESS STEEL POST SELF-SUSTAINING CHECK HINGES.
STOP McGUIRE NO. H172 -LK, CHROME PLATED ANGLE LOOSE -KEY STOP, 12" LONG COPPER TUBE RISER
AND ESCUTCHEON.
�-j FIXTURE AMERICAN STANDARD "LUCERNE" NO. 0355.012, WHITE VITREOUS CHINA, WALL HUNG, CONCEALED ARM,
ADA COMPLIANT, 4" CENTER FAUCET DRILLING, FRONT OVERFLOW, BACKSPLASH.
FAUCET AMERICAN STANDARD "RELIANT +" NO. 2385.406, CHROME PLATED BRASS CONSTRUCTION, 4" CENTERSET,
ADA COMPLIANT, 0.50 GPM VANDAL RESISTANT AERATOR, LESS POP-UP AND POP-UP HOLE, CERAMIC DISC
VALVE CARTRIDGE, ADJUSTABLE HOT LIMIT SAFETY STOP.
DRAIN McGUIRE MANUFACTURING NO. PW2125WC, CHROME PLATED BRASS CONSTRUCTION, ADA COMPLAINT,
OFFSET GRID STRAINER, 1-1/4" P -TRAP, WITH CLEANOUT, NIPPLE AND ESCUTCHEON, ENTIRE ASSEMBLY
IS PREINSULTED (INCLUDING SUPPLY STOP ASSEMBLIES) IN ACCORDANCE WITH ADA REQUIREMENTS.
STOPS McGUIRE NO. H170 -LK, CHROME PLATED ANGLE LOOSE -KEY STOPS, 12" LONG COPPER TUBE RISERS
AND ESCUTCHEONS.
WIM
FLOOR DRAINS FD -11
TRAP PRIMER IP_V=1
VALVES
SHOCK ARRESTERS SA -'X'
ENCLOSURE LASCO NO. 1603-BFSC, 60"06"x76.875" HIGH (INTERIOR), ADA COMPLIANT, ACRYLIC GELCOAT SHOWER
ENCLOSURE, BARRIER-FRf, , SUP -RESISTANT BOTTOM SURFACE, 1-1/2" 4 L -SHAPE GRAB BARS,
INTEGRAL SOAP DISH, L-DiAPED ADA WHITE PHENOLIC SEAT, OPTIONAL COMPRESSED FIT SHOWER
DRAIN. PLUMBING CONTRACTOR SHAD_ CAREFULLY COORDINATE WITH G.C. FOR ALL CRITICAL PARTITION
WALL DIMENSIONS PRIOR TO CONSTRUCTION.
VALVE SYMMONS "TEMPTROL II" NO. BP -56 -500 -B30 -L -V -X, CHROME PLATED BRASS CONSTRUCTION,
PRESSURE BALANCED MIXING VALVE, ADA COMPLIANT, LEVER HANDLE, ADJUSTABLE STOP SCREW LIMIT,
SHOWER HEAD WITH ARM AND ESCUTCHEON, LEVER DIVERTER WITH INTEGRAL VOLUME CONTROL,
WAU-/HAND SHOWER WITHFLEXIBI E METALLIC HOSE, IN -UNE VACUUM BREAKER, WALL CONNECTION
AND FLANGE, 30" SLIDE -BAR FOR HAND SHOWER MOUNTING.
ZURN NO. Z415 -1-P, ROUND POLISHED NICKEL BRONZE TOP WITH EXTENDED RIM, CAST IRON BODY,
BOTTOM OUTLET, COMBINATION INVERTABLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE
SLOTS, 1/2" TRAP PRIMER CONNECTION.
PRECISION PLUMBING PRODUCTS (PPP) NO. PR -500 -PRIMERITE, BRASS CONSTRUCTION, CONTAINS NO
SPRINGS OR DIAPHRAMS, OPERATING RANGE OF 35 PSI TO 75 PSI. FOR DISTRIBUTION TO MORE THAN
ONE DRAIN PROVIDE THE FOLLOWING DISTRIBUTION UNITS:
SIOUX CHIEF WATER HAMMER ARRESTER MODEL "HYDRA -RESTER", ASSE 1010, COLD -ROLLED ONE-PIECE
COPPER CHAMBER, PRESSURIZED AIR CUSHION, GUARANTEED FOR LIFE OF PLUMBING SYSTEM.
'X' INDICATES REQUIRED P.D.I. SIZE.
FIXTURE, SEt,\ PLAN
INSTANTANEOUS
WATER HEATER
HOT WATER --�` -/,A -,-COLD WATER
`-JUNCTION BOX '
BY DIVISION 16
THREE-WAY VALVE
/TANTIANEOUS
OVIDE CHRONOMITE E30 -L, 3 KW, 24OV, 10, LOW FLOW WITH FACTORY
RE -SET TEMPERATURE LIMIT SET FOR 110' 6XIMUM OUTLET TEMPERATURE
IN WATER H CATER D ETAI
40f TO SCALE
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ENGINEERING & CONSULTING, INC,
820 De La Elosque
Longwood, FL 32779
P: (407) 804-1969 F: (407) 540-9403
mbrooks@mbengineer.com
FL Lie. No, 57671/Auth. No. 26303
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H.V.A.C. SPECIFICATIONS
GENERAL
5GOPE OF WORK
FURNISH AND INSTALL COMPLETE AIR GONDITIONIN6 SYSTEMS AS INDICATED ON THE DE516N
DRAWINGS AND AS OUTLINED WITHIN THESE SPEGIFIGATION5. WORK SHALL INCLUDE BUT NOT
BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE 5GHEDULED AIR
CONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUGTWORK.
F2
REFER TO El EGTRIGAL SPECIFICATIONS FOR ALL ELECTRICAL WORK PERFORMED IN
CONJUNCTION WITH MEGHANIGAL WORK. DIVISION 15 CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ALL CONDUIT, WIRING, JUNCTION BOXES, ETC. REQUIRED FOR COMPLETE,
WORKING HVAC CONTROLS AND EQUIPMENT.
GODE5 AND STANDARDS
ALL MECHANICAL WORK SHALL BE GOVERNED AND INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE 2004, NATIONAL ELECTRIC CODE,
FLORIDA MECHANICAL CODE 2004, FLORIDA FIRE PREVENTION CODE 2004, FLORIDA LIFE
SAFETY CODE 2004, AMERICANS WITH DISABILITIES AGT, A5HRAE STANDARDS, ANSI, SMAGNA,
AND FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION 2004. NO WORK SHALL BE
GOVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
PR
ODUGTS
ALL EQUIPMENT AND APPURTENANCES SHALL BE NEW UNLESS OTHERWISE NOTED.
SUBSTITUTIONS
EQUIPMENT AND DESIGN OF SYSTEMS AS INDICATED ON THE DRAWINGS AND WITHIN THESE
SPECIFICATIONS SHALL BE CONSIDERED AS THE SPECIFIED STANDARD OF QUALITY. NO
SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
WORKMAN514IP
ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT, WORKMANLIKE MANNER.
THE GONTRAGTOR SHALL COORDINATE WITH ALL TRADES TO AVOID CONFLICTS AND DELAYS.
NO ALLOWANGES WILL BE MADE FOR REWORK DUE TO COORDINATION GONFLIGT5 WITH OTHER
TRADES. NO WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND
TESTED.
MAINTENANCE MANUALS
THE CONTRACTOR SHALL PROVIDE GOMPLETE MAINTENANCE MANUALS AND OPERATING
INSTRUCTIONS PER DIVISION I REQUIREMENTS INCLUDING: OPERATING AND MAINTENANGE
I145TRUGTIONS, 5PARE PARTS LIST, COPIES OF WARRANTIES, WIRING DIACRAM5, INSPEGTION
REPORTS 4 APPROVALS, SHOP DRAWINGS AND PRODUCT DATA.
TRAINING 5ER-VIGE5
THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT
FURNISHED AND LOGATION OF ALL VALVES AND CONTROL DEVICES. 5GHEDULE TRAINING WITH
OWNER; PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO ARCHITEGT/EN6I1NEER.
TE5TI N6
ADJUST THE AIR GONDITIONIN6 SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT
LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXGE55 TO BE SUBJECT TO THE
APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS
NOISE, DRAFTS, OR MOTOR OVERLOAD. DIV. 15 GONTRAGTOR SHALL PROVIDE THREE (3)
COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL
COMPLETION INSPEGTION. THE TEST AND BALANCE REPORT SHALL BE PREPARED BY A
GONTRAGTOR CERTIFIED BY A550GIATED AIR BALANCE GOUNGIL OR NATIONAL
ENVIRONMENTAL BALANGIN6 BUREAU.
WARRANTY/GUARANTEE:
THE GONTRAGTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND
MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION OF THE PERIOD OF ONE (1)
YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE
ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE 600D BY THE CONTRACTOR AT HI5
OWN EXPENSE TO THE ENTIRE SATI5FAGTION OF THE OWNER AND ARCHITECT AND ENGINEER.
SUCH REGONSTRIJGTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR
FURNISHING OF THE BUILDING RESULTING FROM THE OR16INAL DEFECT OR REPAIRS THERETO.
EXECUTION
DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT NECE55ARILY SHOW EVERY FITTING
AND DETAIL. INSTALL DUCTS, EQUIPMENT AND CONTROLS IN A NEAT WORKMANLIKE MANNER
AND IN ACCORDANCE WITH GOOD PRACTICE FOR A COMPLETE, WORKABLE INSTALLATION.
AVOID GONFL16T WITH OTHER TRADES; MAKE ADEQUATE PROVISIONS FOR PREVENTING NOISE
AND VIBRATION. ARRANGE EQUIPMENT IN THE AVAILABLE SPACE TO MAKE ALL WORKING
PARTS A6GE5SIBLE FOR MAINTENANGE AND SERVICE. GONTRAGTOR 15 RESPONSIBLE FDR
ALL FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED, FUNCTIONAL INSTALLATION.
IT 15 TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS MAY EXIST AND WORK MAY NOT BE
LOCATED OR IN5TALLED EXACTLY AS INDICATED ON THE DRAWINGS. DEVIATIONS REQUIRED
TO COORDINATE WITH OTHER TRADES SHALL BE CONSIDERED PART OF TH15 CONTRAGT. NO
WORK SHALL BE COVERED OR CONGEALED UNTIL PROPERLY INSPECTED AND TESTED.
o ' wRIUM
AIR GONDITIONIN6 UNITS SHALL BE SPLIT 5Y5TEM, AIR-TO-AIR, ELECTRIG AIR CONDITIONING
UNITS AS 5GHEDULED ON THE DE516N DRAWIN65. UNITS SHALL HAVE SINGLE POINT POWER
GONNEGTION5. TOTAL GOOLIN6 CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON
DRAWINGS. UNIT GABINET SHALL BE GONSTRUGTED OF GALVANIZED STEEL AND COATED WITH
BAKED ENAMEL. CABINET INSULATION SHALL COMPLY WITH FLORIDA ENERGY CODE.
REFRIGERATION 5Y5TEM - THE UNITS SHALL HAVE SERVIGE VALVES AND VIBRATION 150LATION
A5 INDICATED ON INSTALLATION DETAILS.
FANS AND MOTORS - THE INDOOR AIR FANS SHALL BE OF THE FORWARD -CURVED
CENTRIFUGAL 6LA55 I TYPE. THE OUTDOOR AIR FANS SHALL BE OF THE PROPELLER TYPE,
EACH DIRECTLY DRIVEN BY AN INHERENTLY PROTECTED MOTOR. MOTOR AND DRIVE TO
PROVIDE HIGHER FAN OUTPUT WHEN JOB REQUIREMENTS EXCEED STANDARD FAN CAPACITY
SHALL BE PROVIDED.
SAFETY GONTROL5 - GOOLI NG SYSTEM SHALL BE PROTEGTED BY: L055 OF CHARGE
PROTECTION, HIGH AND LOW PRESSURE, 6OMPRE55OR MOTOR OVERLOADS, AND A TIMING
DEVICE WHICH WILL PROHIBIT THE COMPRESSOR MOTOR FROM BEING SUBJECTED TO A
5TARTIN6 CURRENT MORE THAN ONCE EVERY FIVE MINUTES. THREE PHASE UNITS SHALL HAVE
PHASE -LOSS PROTECTION.
CONTROLS - PROVIDE WALL MOUNTED, HEAT/COOL ON -OFF -AUTO THERMOSTAT FOR EACH UNIT.
MOUNT THERMOSTATS AT 48" ABOVE FINISHED FLOOR. SMOKE DETECTORS SHALL BE
PROVIDED AND WIRED BY DIVISION 16000 AND INSTALLED BY DIVISION 15000. LOCATIONS
FOR SMOKE DETECTORS ARE INDICATED ON HVAG PLANS AND SHALL BE WIRED TO SHUT DOWN
AIR HANDLER UPON AGTIVATION.
INS
UNITS SHALL BE INSTALLED IN 5TRIGT ACGORDANCE WITH MANUFACTURER'S SPECIFICATION AND
SERVICE REQUIREMENTS. AIR HANDLERS SHALL BE INSTALLED WITH SUFFICIENT GLEARANGE ON
ONE SIDE TO ALLOW SAFE REMOVAL OF ALL FILTERS. AGGE55 SHALL BE PROVIDED AT
FRONT OR SIDE OF UNIT FOR REMOVAL OF BLOWER AND HOUSING.
WARRANTY:
PROVIDE A ONE (1) YEAR WARRANTY ON THE COMPLETE SYSTEM AND AN ADDITIONAL FOUR (4)
YEAR FACTORY WARRANTY ON ALL COMPRESSORS. LOSS OF REFRIGERANT WILL BE
REPLACED AT ND COST TD OWNER FOR A PERIOD OF ONE (I) YEAR.
PIPING:
GONDEN5ATE DRAINS.-
CONDENSATE
RAINS:CONDENSATE PIPE TO BE PVG. ROUTE TO BUILDING EXTERIOR AS INDICATED ON PLANS. HVAC
CONTRACTOR TO PROVIDE P -TRAP AT UNIT SIZED FOR 2" GREATER THAN UNIT STATIC
PRE55URE. IN50LATE CONDENSATE PIPE WITH 1/2" ARMAFLEX OR EQUAL INSULATION.
CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND, IN
NO CASE LE -55 THAN 3/4" DIAMETER. ALL CONDENSATE DROPPED ON GRADE SHALL
TERMINATE NO LESS THAN 1'-0" FROM BUILDING EXTERIOR. UNITS 6 TONS 4 LARGER SHALL
DISCHARGE TO STORM, FRENCH DRAIN, OR INDIRECTLY TO SANITARY. UNITS 6 TONS 4
SMALLER SHALL D15GHAR6E TO STORM, FRENCH DRAIN, GUTTER, ROOF DRAIN OR INDIRECTLY
TO SANITARY.
REFRIGERANT PIPING:
COVER ALL EXPOSED LIQUID LINES AND ALL SUGTION PIPING (INDOORS AND OUTDOORS),
FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 1/2" ARMAFLEX.
INSTALLATION SHALL BE GONDEN5ATION-FREE, AND INSTALLED AGGORDIN6 TO
MANUFAGTURER'5 RECOMMENDATIONS.
PIPE HANGERS AND SUPPORTS:
PIPE HANGERS, WHERE NEEDED, SHALL BE 6RINNE1 L #260 GLEVI5 TYPE, 5'-0" ON CENTER,
SECURELY ATTAGHED TO BUILDING GON5TRUGTION. ATTACH LINES SECURELY ALONG
PAD/FLOOR/EOUIPMENT/STRUGTURE TO PREVENT MOVEMENT. SUPPORT IN A MANNER THAT
LINES DO NOT HANG FROM EVAPORATOR GONNECTION5 OR BLOGK ACCESS TO FILTERS,
CONTROLS, ETC. SUPPORT AT MIN. 8'-0" INTERVALS FOR VERTICAL PIPES, 5'-0' FOR
SUSPENDED HORIZONTAL PIPING.
►�2W
PROVIDE ALL NECESSARY DUCTWORK, PIPE SUPPORTS, HANGER, RODS, CLAMPS AND
ATTA6HMENT5 TO PROPERLY IN5TALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM
THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR ON15TRUT AND SUSPENSION RODS
REQU I RED TO INSTALL EQUIPMENT, PIPING AND DUGTWORK. THE USE OF BALING WIRE OR
PERFORATED METAL STRAPPING 15 NOT AGGEPTABLE FOR SUPPORTS.
ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE GLEANED, PRIMED AND PAINTED TO
PREVENT RUSTING. FIN15H COLOR A5 5ELEGTED BY OWNER.
FURNISH EXHAUST FANS WITH PERFORMANCE AND 6APAGITIE-5 AS LISTED ON THE DESIGN
DRAWINGS. ALL EXHAUST FANS SHALL COME WITH INTEGRAL BAGKDRAFT DAMPERS.
SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE -TYPE HANGER WITH
5PRIN6-MOUNTED VIBRATION ISOLATORS.
COORDINATE WITH ARGH17EGT TO LOCATE EXHAUST FANS, EXHAUST 6RILLE5, WALL OR ROOF
GAPS A MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR
INTAKE.
• I �� :� • � � 111+x►
GRILLES, REGISTERS, AND GEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE
DESIGN DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION. AIR 015TRIBUTION SHALL NOT
EXCEED NG -30 N015E CRITERIA AS DEFINED IN THE LATEST A5HRAE GUIDE.
DUCTWORK:
MATERIALS: GALVANIZED STEEL OF GAUGES GONFORMIN6 TO LATEST EDITION OF SMAGNA
STANDARDS BASED ON 2" W.G. PRESSURE UNLESS 5PECIFIGALLY NOTED OTHERWISE ON THE
DRAWIN65. THE GALVANIZED DUGT COATING 15 TO BE 6-90. ALL DIMENSIONS ARE IN51DE
NET FREE AREA. SEAL ALL JOINTS AND 5EAM5 WITH MEDIUM PRESSURE DUGT SEALANT.
FIBERGLASS DUGTBOARD MAY BE SUBSTITUTED; PROVIDE MINIMUM R-6, SEAL ALL JOINTS WITH
FABRIC TAPE AND MA5TIG.
ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND SRANGH
DUGT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR INACGE5SI13-1-E
AREAS OF THE DUGT FOR EASE OF OPERATION. AGGE55 PANELS OR YOUNG RE6ULATOR5
SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS.
EXTRAGTOR5 SHALL BE INSTALLED IN ALL BRANCH DUCTWORK LEADING FROM TRUNK LINES.
ELBOWS OR GHANC6E5 IN DUGT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH
AIR TURNS CON515TIN6 OF BLADES OR VANES WHIGH WILL PERMIT THE AIR TO MAKE ABRUPT
TURNS WITHOUT APPRECIABLE TURBULENCE.
INSULATION
EXTERNALLY INSULATE ALL SHEET METAL DUGTWORK EXCEPT EXHAUST DUCTWORK WITH 2"
THICK MANVILLE R SERIES MIGROLITE TYPE 100 OR EQUAL. INSULATION TO HAVE UL FIRE=
HAZARD CLASSIFICATION OF FLAME SPREAD 25, SMOKE DEVELOPED 50, FUEL GONTR10JTED
50. INSTALL PER SMAGNA, FLORIDA MODEL ENERGY EFFIGIENGY CODE AND MANUFACTURER'S
REGOMMENDATION5. ALL DUGTBOARD AND/OR INSULATION SHALL BE R-6 MINIMUM AND
SEALED WITH FABRIC, TAPE AND MASTIC. ALL INSULATION SHALL CONFORM WITH FLORIDA
BUILDING CODE MECHANICAL 5EGTION5 604.1 THROUGH 604.13.
CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND
PROPER INSULATION AND M015MJRE SEAL IN A MANNER THAT PERMANENTLY PREVENTS THE
ACCUMULATION OF OBJECTIONABLE MOISTURE ON ALL PARTS OF THE SYSTEMS. CONTRACTOR
SHALL CORREGT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT C05T TO
THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS, OR EQUIPMENT CAUSED BY
CONDENSATION FROM MECHANICAL SYSTEMS FOR THE FULL WARRANTY PERIOD.
VIBRATION ISOLATION:
ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON
INDUSTRIES VIBRATION 150LATION EQUIPMENT 51ZED IN ACGORDANGE WITH EQUIPMENT VIE -1614T
AND DUTY.
PROVIDE FLEXIBLE CONNEGTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING
EQUIPMENT GON515TIN6 OF HEAVY GANVA5 OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND
CONNECTIONS TO THE EQUIPMENT.
AIR FILTERS:
FILTERS SHALL BE 1" FIBERGLASS MEDIA THROWAWAY TYPE IN A RIGID FRAME WITH A
5UPPORTING MAZE AGRO55 BOTH ENTERING AND LEAVING 5URFAGE5. SUPPLY ONE GOMPLETE
SET OF FILTERS PRIOR TO TE -5T AND BALANCE (FARR 30/30 OR EQUAL).
PROVIDE CONCRETE PADS FOR 6RADE-MOUNTED CONDENSING UNITS; MINIMUM 4" THIGK, 3,000
P51 CONCRETE, AND 4" LARGER ON EACH 51DE THAN THE CONDENSING UNIT FOOTPRINT. VERIFY
UNIT DIMENSIONS WITH APPROVED SHOP DRAWING5 PRIOR TO FABRIGATION OF PADS.
CONTRACTOR SHALL PROVIDE ACCESS DOORS FOR DAMPERS, VALVES, ETC. WHERE FLOORS,
WALLS, AND CEILINGS MUST BE PENETRATED TO ACCE55 MECHANICAL EQUIPMENT.
H.V.A.C. LEGEND
DOUBLE LINE
SINGLE LINE
DUGT DIMENSION A x B
A x B (A = HORIZONTAL, B = VERTICAL)
DUGT 11/AGOU5TIGAL LINER
SPIN -IN FITTING W/DAMPER
(SIDE TAPPING)
q0�6 ELBOW WITH TURNING VANES
RADIUS ELBOW
SUPPLY AIR DUGT UP �----?
SUPPLY AIR DUGT DOWN-----?
RETURN AIR DUGT UP C�---2
RETURN AIR DUGT DOWN
F1 I
EXHAUST AIR DUCT UP
EXHAUST AIR DUGT DOWN �---2
RIGID ROUND DUGT UP �--�
RI61D ROUND DUGT DOWN F---�
EXISTING DUGTWORK TO BE
r r r mr, REMOVED
MANUAL VOLUME DAMPER
FIRE DAMPER
F F
FIRE/SMOKE DAMPER
FS FS
SMOKE DAMPER
S S
SMOKE DETECTOR
s s
MOTORIZED DAMPER
Y
® SUPPLY AIR GEILING DIFFUSER
zRETURN OR TRANSFER AIR REC715TER Z
® EXHAUST GRILLE
LINEAR SLOT DIFFUSER
SUPPLY, RETURN, EXHAUST OR TRANSFER
AIR DEVICE (REFER TO SCHEDULE)
�-- AIR QUANTITY (CUBIC FT. PER. MINA
0100
A 10X10_____ GONNEGTION SIZE IN INCHES
r
THERMOSTAT or TEMP. SENSOR
W/GONTROL WIRING
® OVERRIDE 5WITGH
Q HUMID15TAT
A 5EGTION LETTER OR NUMBER
M3.01 SECTION SHEET NUMBER
O DRAWING HEX NOTE
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POINT OF REMOVAL FOR EX I5TI NG EQUIPMENT
ePOINT
OF CONNECTION
BETWEEN EXISTING AND NEW
1Q
REVISION DELTA AND NUMBER
DOOR UNDERCUT (MINIMUM I")
J�L
UC
PIPE ANCHOR
PIPE GAP
PIPING TURNED DOWN (PLAN VIEW)
011 PIPING TURNED UP (PLAN VIEW)
0— CD ---2 GONDEN5ATE DRAIN
MECHANICAL DRAWING INDEX
MI.O HVAG SPECS ,AND LEGEND
M2.1 HVAG FLOOR PLAN
ME3.0 HVAG SCHEDULES 4 DETAILS
P1.0 PLUMBING SPEC, SGHED, $ DTLS
P2.1 PLUMBING FLOOR PLAN 4 RISERS
In accordance with the terms of the Montreal Protocol, the
United States has agreed to reduce production and
consumption of Hydrochlorfluorocarbons. As of January I,
2010, chemical manufacturers may still produce R-22 to
service existing equipment, but not for use in new equipment.
As a result, heating, ventilation and air-conditioning (HVAG)
system manufacturers will only be able to use pre-existing
supplies of R-22 to produce new air conditioners and heat
pumps. These existing supplies would include R-22
recovered from existing equipment and recycled. As of
January I, 2020, use of existing refrigerant, including
refrigerant that has been recovered and recycled, will be
allowed beyond 2020 to service existing systems, but
chemical manufacturers will no longer be able to produce
R-22 to service existing air conditioners and heat pumps.
The equipment specified in these construction documents
utilizes R-22 refrigerant. Equipment that utilizes alternative
refrigerants with the same capacity, features and equal or
better efficiency may be substituted at the owner's
discretion.
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ARCHUNCTUM
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820 De La Bosyue
Longwood, FL 32779
P: (407) 804-1969 F: (407) 540-9403
mbrooks@mbengineer.com
FL Lic. No. 57671 /Ruth. No. 26303
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820 De La Bosque
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P: (407) 804-1969 F: (407) 540-9403
mbrooks@mbengineer.com
FL Lie. No. 576711Auth. No. 26303
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ENGINEERING & CONSULTING, INC,
820 De La Bosque
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P: (407) 804-1969 r: (407) 540-9403
mbrooks@mbengineer.com
FL Lic. No. 57671/Auth. No. 26303
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GENERAL REQUIREMENTS
THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS OF THE ARCHITECT SHALL
BE CONSIDERED AS PART OF THIS SPECIFICATION,
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS
EVIDENCE. OF KNOWLEDGE OF ALL EXISTING SITE CONDITIONS. FIELD VERIFY THE EXISTING
ELECTRICAL AND TELEPHONE SITE CONDITIONS AND ROUGE; --IN (IF ANY).
CONTRACTOR TO VERIFY TETE INTERCONNECTION REQUIREMENTS OF EACH ELECTRICAL
SYSTEM BETWEEN THIS SPACE AND ANY OTHER ATTACHED SPACE, THESE REQUIREMENTS
ARE TO BE INCLUDED IN BID,
FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM THE ELECTRICAL.
WORK AS INDICATED FOR A COMPLETE AND OPERABLE INSTALLATION,
TI -IE ELECTRICAL CONTRACTOR SHALL- PROVIDE TEMPORARY SERVICE, WIRING, POWER, AND
LIGHTS AS REQUIRED. TEMPORARY SERVICE SHALL MEET ALL NEC AND OSHA
REQUIREMENTS CONCERNING GROUND FAULT PROTECTION. UPON COMPLETION OF
PROJECT, CONTRACTOR SHALL REMOVE ALL CONDUIT, CONDUCTORS, DEVICES, ETC.,
ASSOCIATED WITH TEMPORARY SERVICE AND WIRING.
ELECTRICAL CONTRACTOR SHALT_ RECORD At-[- FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES, AND UPON COMPLETION SHALL TURN OVER 1.0 THE GENERAL CONTRACTOR
A RECORD SET OF PRINTS SHOWING THESE CHANGES.
COMPLYING AND PERMITS
COMPLY WITH LOCAL CODES, STATE CODES, AND NATIONAL ELECTRICAL- CODE (NEC), AND
ALL APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AT THE SITE.
WHERE THE REQUIREMENTS OF ANY OF THE AUTHORITIES LISTED ABOVE DIFFER FROM THE
PLANS OR SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS -TAKE PRECEDENCE.
OBTAIN PERMITS FROM THE AUTHORITIES HAVING JURISDICTION AND TURN OVER TO THE
GENERAL_ CONTRACTOR.
RAA-rr-nIAI r,
ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS 01HERWISE NOTED AND
SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC., AS CONFORMING TO ITS
STANDARDS WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED. THESE MATERIALS SHALL
DEAR THE LISTING MARK OF THE UL..
SUBMIT MATERIALS LIST AND SHOP DRAWINGS FOR ALL. MAJOR FQUIPMFNT PROPOSED FOR
THIS WORK TO THE GENERAL CONTRACTOR FOR REVIEW, SUBMITTALS SHALL BE IN
ACCORDANCE. WITH THE GENERAL CONDITIONS AND SHALL BEAR THE APPROVAL OF THE
ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED THEM AND THAT THE
PROPOSED MATERIALS ARE EQUIVALENT TO OR BETTER THAN THE SPECIFIED MATERIALS AS
INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN,
CONTRACTOR SHALL PROVIDE AND INSTALL THE SPECIFIED MANUFACTURER AND MODEL
NUMBER OF LIGHT FIXTURES AND LAMPS AS INDICATED ON THE LIGHTING FIXTURE
SCHEDULE. THE CONTRACTOR SHALL PROVIDE ADEQUATE INFORMATION ON ANY PROPOSED
EXCEPTION TO THE SPECIFIED LIST NO LESS THAN THREE (3) DAYS PRIOR TO BID DATE,
PROVIDE MANUFACTURER AND MODEL NUMBER OF PROPOSED EXCEPTIONS AND, IF
REQUESTED, PROVIDE CUT SHFFT, PHOTOMETRICS, AND SAMPLES. FIXTURE SUBMITTALS
NOT AS `.SPECIFIED AND PROVIDED AFTER BID WITHOUT PRIOR APPROVAL_ WILL NOT BE
ACCEPTED FOR REVIEW.
GROUND THE SYSTEM IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST ADOPTED ISSUE
OF THE N.E.C,
At-.[- EQUIPMENT, MOTOR, FIXTURE, RECEPTACLE, OR DEVICE TO WHICH CURRENT CARRYING
CONDUCTORS ARE CONNECTED SHALL HAVE A SEPARATE GREEN EQUIPMENT GROUNDING
CONDUCTOR, SIZED IN ACCORDANCE WITH N.E.C. TABLE 250-95, AND TO BE INSTALLED IN
THE RACEWAY AND CONNECTED TO THE DEVICE,
ALL GROUNDING OR BONDING CONDUCTORS SHALL BE SIZED AS REQUIRED BY THE NEC
AND SHALL- BE THWN/THHN INSULATED WITH GREEN COLOR CODING,
ALL ELECTRICAL EQUIPMENT ENCLOSURES AND CONDUCTOR ENCLOSURES SHALT_ BE
GROUNDED.
SAFETY SWITCHES
SAFETY SWITCHES SHALL BE GENERAL DUTY SAFETY SWITCHES WITH 100,000A SHORT
CIRCUIT RATING AND SHALL BE LISTED IN ACCORDANCE WITH U.L. 98. THE COVER SHALL
BE INTERLOCKED SO THAI' THE DOOR CANNOT BE OPENED WITH THE HANDLE-: IN THE 'ON'
POSITION, EXCEPT BY THE INTENTIONAL OPERATION OF A CONCEALED RELEASE (DEFEATER)
MECHANISM. PROVIDE NEMA 1 ENCLOSURES FOR INTERIOR LOCATIONS AND NEMA 3R
ENCLOSURES FOR EXTERIOR LOCATIONS.
SAFETY SWITCHES AND DISCONNECTS SHALL BE FUSED (FOR A/C EQUIPMENT AS PER U.L.
LISTING AND LOCAL CODE REQUIREMENTS) OR NON-FUSED AS INDICATED ON DRAWINGS OR
AS REQUIRED BY THE NEC. SWITCHES SHALL BE MANUFACTURED BY GENERAL ELECTRIC,
SQUARE D, SIEMENS, WESTINGI OUSE, OR EQUIVALENT.
PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL SAFETY SWITCHES INDICATING
EQUIPMENT SERVED.
FUSES TO BE BUSSMAN TYPE, DUAL --ELEMENT, TIME DELAY, TYPE RK5.
O.. �.IL
�►.:
LIGHT FIXTURES
LIGHT FIXTURE SCHEDULE SHOWS REQUIRED TYPE OF FIXTURES ONLY, DETERMINE
MODIFICATIONS REQUIRED TO MAKE FIXTURES SUITABLE FOR CEILINGS AS INSTALLED., AND
FURNISH FIXTURES ADAPTED TO THE CEILING USED. FIXTURES SHALL BE U.L. APPROVED,
THIS CONTRACTOR SHALL PROTECT THE FIXTURES AND LAMPS, AND SHALL REPLACE
BROKEN PARTS. ALL LENSES AND LOUVERS IN ANY ARIAS SHALL BE CLEANED AFTER ALL
-TRADES HAVE COMPLEIED THEIR WORK IN THAT AREA,
ALL RACEWAY ROUTED CONCEALED ABOVE CEILING OR IN WAIL_ SHALE_ BE EMT. At -[-
CONDUIT EXPOSED TO THE PHYSICAL DAMAGE OR OUTSIDE SHALL BE GALVANIZED RIGID
STEEL OR INTERMEDIATE METAL CONDUIT, MINIMUM SIZE OF RACEWAY SHALL BE 1/2",
UNDERSLAB OR UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDUIT.
SIZE CONDUIT PER N.E.C. FOR ENCLOSED WIRING.
FITTINGS SHALT- BE APPROVED AND U.I... LISTED FOR THE RACEWAY INSTALLED.
PROVIDE PULLSTRINGS IN ALL EMTPY CONDUITS.
ALL CONDUIT TERMINATING IN OUTLETS, JUNCTION OR PULL BOXES, AND CABINETS MUST
TERMINATE WITH A LOCKNUT AND BUSHING, EXCEPT AT EXPOSED CAST BOXES WHERE
THEY MAY BE OMITTED. RIGID CONDUIT SHALL BE INSTALLED WITH DOUBLE LOCKNUTS
AND BUSHING.
COUPLINGS, CONNECTORS, AND FITTINGS FOR EMT SHALE_ BE STEEL SETSCREW.
FLEXIBLE METAL CONDUIT SHALL BE USED FOR CONNECTIONS TO LIGHTING FIXTURES,
FIXED APPLIANCES AND MOTORS WHERE FLEXIBILITY IS REQUIRED. FIXTURE WHIPS MAY BE
1/2" TO 3/8" -TO INDIVIDUAL FIXTURES AND ALL OTHER SHALL BE 1/2".
PVC CONDUIT SHALL BE INSTALLED WITH FACTORY ELBOWS AND FITTINGS, USE ONLY
APPROVED SOLVENT GLUE- FOR THE CONDUIT AND FITTINGS. FIELD BENDING OF PVC
CONDUIT MAY BE PERFORMED ONLY WITH THE CONDUIT MANUFACTURER'S "HOT BOX"
APPROVED BENDERS.
ALL CONDUCTORS MUST BE IN A RACEWAY. NO BX, OR ROMEX ALLOWED. MX TYPE IS
ALLOWED WHEN ITS' USE IS PERMITTED BY THE AUTHORITIES HAVING JURISDICTION.
ALL CONDUCTORS SHALL BE #12 COPPER (MINIMUM) WITH THHN/THWN INSULATION AND
SHALL CONFORM TO THE CURRENT ISSUE OF THE N.E.C. ARTICLES 300 AND 310, AND
SHALL MEET ASTM SPECIFICATIONS. ALL CONDUCTORS SHALL BE NEW FREE OF KINKS
AND OTHER DEFECTS WHEN INSTALLED.
MINIMUM WIRE SIZE SHALL BE N0. 12 (EXCEPT NO, 14 FOR CONTROL WIRING) AND SHALL
BE SOFT DRAWN COPPER, SOLID WITH THWN/THHN INSULATION IN SIZES THROUGH NO. 10
AND STRANDED WITH THWN/THHN INSULATION FOR NO. 8 AND LARGER.
INSULATION SHALL BE SUITABLE FOR 600 VOLTS AND MUST BEAR THE CONDUCTOR SIZE,
TYPE OF INSULATION, AND THE MANUFACTURER'S NAME STAMPED AT REGULAR INTERVALS.
COLOR CODING SHALL BE AS FOLLOWS:
SYSTEM VOLTAGE: 240/120 VOLT
PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
GROUND GREEN
COLOR CODE SHALT_ IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM FROM MAIN
SWITCH THROUGH ALL BRANCH CIRCUITRY.
SUPPORTS
PROVIDE ALL SUPPORTS FOR MATERIAL AND EQUIPMENT. PROVIDE STRAIN RELIEFS FOR
OVERHEAD DROP SERVICE CORDS.
MIRING
A COMPLETE SYSTEM OF CONDUCTORS SHALL BE INSTALLED FOR ALL FEEDERS, BRANCH
CIRCUITS, AND CONTROL CIRCUITS AS NOTED ON THE PIANS.
NO WIRE IS TO BE INSTALLED IN RACEWAY UNTIL THE ENTIRE RACEWAY SYSTEM IS
COMPLETE AND THEN ONLY WITH THE USE OF AN APPROVED WIRING LUBRICANT.
BRANCH CIRCUIT SIZES ARE NOTED ON THE PIANS AND MUST BE CONTINUOUS WITHOUT
REDUCTION IN SIZE THROUGHOUT THEIR LENGTH BETWEEN FIXTURE, EXCEPT WHERE
CONNECTING TO FIXTURES, BRANCH CIRCUITS EXCEEDING 70 FEET IN TOTAL LENGTH
SHALL BE A MINIMUM OF N0, 10 AWG TO THE FIRST OUTLET OR FIXTURE (THIS DOES NOT
APPLY TO CIRCUITS WITH LARGER THAN NO. 12 CONDUCTORS ALREADY INDICATED ON
PIANS).
TELEPHONE PREWIRING
PROVIDE ALL NECESSARY WIRING, BOXES AND RELATED ACCESSORIES REQUIRED BY LOCAL
TELEPHONE COMPANY FOR COMPLETE PREWIRED UNIT INSTALLATON OF TELEPHONE SERVICE
TO TELEPHONE COMPANY INTERFACE.
FIRING DEVICES
THE FOLLOWING LISTED HUBBELL DEVICES MAY BE THE PRODUCT OF EAGLE, P & S, OR
ARROW -HART, BUT MUST BE EQUIVALENT TO THE DEVICES LISTED AND MUST BE IDENTIFIED
IN THE SUBMITTALS, ALL DEVICES SHALL BE GANG MOUNTED WHERE POSSIBLE.
SWITCHES:
SINGLE POLE, 20 AMPERES, 120/277 VOLT: CS120-W
RECEPTACLES:
DUPLEX, NEMA 5-20R, 20 AMP, 125 VOLT: CR20--W
THE COLOR OF ALL WIRING DEVICES SHALL BE IVORY (FIELD VERIFY TO MATCH EXISTING
COLOR) UNLESS OTHERWISE NOTED OR AS APPROVED/DIRECTED BY THE ARCHITECT,
COVER PLATES SHALL BE PLASTIC, COLOR TO MATCH THE ASSOCIATED DEVICE.
EQUIPMENT CONNECTIONS
THE ELECTRICAL CONTRACTOR SHALL MAKE ALL POWER CONNECTIONS TO EQUIPMENT
INCLUDING ALL THE ONES INSTALLED BY THE HVAC AND PLUMBING CONTRACTORS. ALL.
CONTROL_ WIRING NOT INDICATED ON THE PLANS WILL BE THE RESPONSIBILITY OF OTHER
TRADES,
THE ELECTRICAL CONTRACTOR MUST OBTAIN ROUGH -IN INFORMATION FROM OTHER
CONTRACTORS AND VERIFY THE ACTUAL PURCHASED EQUIPMENT PRIOR TO INSTALLATION.
VERIFY THE THERMAL CONDITIONS OF THE EQUIPMENT BASED ON NAMEPLATE DATA AND
CONNECT AS THE LISTING REQUIREMENTS ARE STATED USING THE SPECIFIED MATERIALS.
ALL POWER AND CONTROL CIRCUITS FOR ELECTRICAL CQUIPMENT REQUIRING ELECTRICAL
CONNECTIONS ARE BASED ON THE DESIGN AS INDICATED WITHIN THE CONTRACT
DOCUMENTS, THE DIVISION 16 TRADESMAN SHALL VERIFY ALL PURCHASED FQUIPMFNT
THAT REQUIRES ELECTRICAL_ CONNECTION WITH THE RESPONSIBLE CONTRACTOR OR VENDOR
PRIOR TO ELECTRICAL_ ROUGH -IN, ANY DEVIATIONS IN EQUIPMENT ROUGH --IN
REQUIREMENTS FROM THE CONTRACT DOCUMENTS SHALL BE CONSIDERED A COORDINATION
ITEM THAT THE FLECTRICAI_ TRADESMAN SHALL. DISCUSS WITH THE OTHER TRADES
INVOLVED.
PANELDOARDS, CIRCUIT BREAKERS, DISCONNECT SWITCHES AND OTHER APPARATUS USED
FOR THE OPERATION AND CONTROL.- OF CIRCUITS, APPLIANCES AND EQUIPMENT SHALL BE
PROPERLY IDENTIFIED BY MEANS OF- ENGRAVED LAMINATED PLASTIC DESCRIPTIVE
NAMEPLATES MOUNTED ON THE APPARATUS USING PERMANENT CONTACT CFMFNT. PROVIDE
TO THE OWNER UPDATED PANELBOARD DIRECTORIES UPON COMPLETION OF CONSTRUCTION.
a■�
MATERIALS, EQUIPMENT, AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE
YEAR FROM THE DATE OF ACCEPTANCE.
DEVICE MOUNTING HEIGHTS
ALL MOUNTING HEIGHTS ARE TO THE CENTER OF DEVICE, UNLESS SHOWN OR NOTED
OTHERWISE:
SWITCH: 48" A.F.F.
RECEPTACLE: 18" A,F.F. OR AS NOTED
TELEPHONE: ON CENTERLINE OF ADJACENT DEVICES (RECEPTACLES).
DISCONNECT SWITCH: NOT LESS THAN 24" A.F.F. OR A.F.G. AND NOT MORE THAN 6'-5"
R.F.F. OR A.F.G, TO TOP OF HANDLE, UNLESS SHOWN OR NOTED OTHERWISE,
A
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TTB TELEPHONE TERMINAL BOARD
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TYP. TYPICAL-
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XFMR TRANSFORMER
V VOLT
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EXIT FIXTURE - SINGLE OR DOUBLE FACE
DIRECTIONAL ARROWS AS SHOWN ON PLANS
WALL MOUNTED LIGHTING FIXTURE, 6" ABOVE THE MIRROR
2'X4' RI-CESSED FLUORESCENT TROFFER
BATTERY OPERATED EMERGENCY LIGHT FIXTURE
COMBINATION BATTERY OPERATED EMERGENCY / EXIT LIGHT FIXTURE
SWITCH - SINGLE POLE
THREE WAY SWITCH
DUPLEX RECEPTACLE, NEMA 5-20R, IG - ISOLATED GROUND RECEPTACLE
DOUBLE DUPLEX OR QUAD TYPE RECEPTACLE, NEMA 5-20R
SINGLE SIMPLEX TYPE RECEPTACLE, NEMA 5-20R
DUPLEX RECEPTACLE MOUNTED 6" ABOVE THE BACKSPLASH OR AS NOTED
COMBINATION VOICE/DATA OUTLET
PROVIDE VOICE/DATA CABLE PER OWNER REQUIREMENTS
JUNCTION BOX
PANELBOARD, 240/120V
HOMERUN TO PANEL (ONE ARROW PER CIRCUIT)
CONNECTION TO EQUIPMENT
2'W x 4'H x 3/4"D PLYWOOD TELEPHONE/DATA TERMINAL_ BACKBOARD.
PAINTED WITH 2 COATS OF GREY FIRE RETARDANT PAINT, INCLUDING THE EDGES,
PROVIDE 6' COILED BARE COPPER GROUND PIGTAIL (OR AS REQUIRED BY TELEPHONE CO),
NATE; ALL INDICATED MOUNTING HEIGHTS ARE TO THE CENTER OF DEVICE UNLESS OTHERWISE SHOWN OR NOTED.
1. THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY
PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING OR INCORPORATING ASBESTOS
OR PCB, IS PROHIBITED, THE REQUIREMENTS OF THIS SPECIFICATION FOR A COMPLETE
AND PROPERLY OPERATING ELECTRICAL SYSTEM SHALL BE MET WITHOUT THE USE OF
ASBFSTOS OR PCB.
2. AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR
WITH TETE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE
WORK. SUBMISSION OF A PROPOSAL_ WILL BE CONSTRUED AS EVIDENCE THAT SUCH
EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS
REQUIRFD BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.
3. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH NFC 2005 AND ALL OTHER CODES
AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
4. IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A
WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPFCT FOR OCCUPANCY BY THE
OWNER, TOLERANCES TYPICALLY 1/8" IN 10'-0" U.N.O.
5. INSTALL ALL. MATERIALS AND FIXTURES PER MANUFACTURER'S RFCOMMFNDATIONS.
6. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS.
7. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL
FOR -THE PURPOSE FOR WHICH THEY WERE INTENDED, PROVIDE OWNER WITH ALL
WARRANTIES / MANUALS FOR MATERIALS, SYSTEMS, ETC,
8. PROVIDE ELECTRICAL SYSTEM COMPONENTS AND ITEMS AS REQUIRED. ELECTRICAL
CONTRACTOR TO PROVIDE ADDITIONAL DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS,
AND ANY MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETED SYSTEM READY FOR
OPERATION
y, �,;,: R,,,
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ_ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE. ANY DISTRIBUTION, RFPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
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ALEXANDhI U. ZVONARY.^,6, P.n.
PLOIRDA ':?i:ENSE #,30953 ,
ARD00798I --- — ��
ARCHITECTURE
CONSTRUCTION ADMThiIS'I'RATION
32856
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8913-7992 FAX
W.
W.
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Power Systems
Electrical Engineering 8r Consulting
R. License J60953
1165.5 Swift Water Circle
Orlando, FL ,32617
Phone/Fax: 407.243.6020
azpowersystems0bellsouth. net
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DATE
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SCALE
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PROJECT NO. 124015.3
M
2131/2141 8c
SPINNER LANE
SHEET
NOTES:
PROVIDE:
HACR TYPE CIRCUIT BREAKERS SERVING f-1VAC EQUIPMENT
UPDATED TYPEWRITTEN DIRECTORY -
S CONTRACT IS TABULATED ON 71-11`:, I_fCHEDULE
CONNECTED KVA� -4.68 2.2 1 19.7
DEMAND FACTOR _1.0_ 1.2.5 _0.8
DEMAND KVA 4.68 2.75 15.8
TOTAL DEMAND KVA 23.2 1
DEMAND AMPS 97
IT SCHEDULE
ID MARK
WIRE S17E
LISCHEDULE
CONDUIT
(AWG)
SIZE (AWG)
SIZE
3b
LIGHT FIXTURE DATA
#10
3/4„
LAMP DATA
2#8
BALLAST
DATA
DESCRIPTION
ID
MANUFACTURER
MODEL NUMBER
TYPE
WATTS I QTY.
TYPE
VOLTS
...............
A
............................................................................... ...............
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RECESSED FLUORESCENT PRISMATIC TROFFER. 2'X4'
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MR16 HALOGEN
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........................
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NOTES:
PROVIDE:
HACR TYPE CIRCUIT BREAKERS SERVING f-1VAC EQUIPMENT
UPDATED TYPEWRITTEN DIRECTORY -
S CONTRACT IS TABULATED ON 71-11`:, I_fCHEDULE
CONNECTED KVA� -4.68 2.2 1 19.7
DEMAND FACTOR _1.0_ 1.2.5 _0.8
DEMAND KVA 4.68 2.75 15.8
TOTAL DEMAND KVA 23.2 1
DEMAND AMPS 97
IT SCHEDULE
ID MARK
WIRE S17E
GROUND
CONDUIT
(AWG)
SIZE (AWG)
SIZE
3b
2#10
#10
3/4„
50
2#8
#10
3/4"
1. ALL CONDUIT THROUGH WALL, FLOOR OR CEILING PENETRATIONS TO BE SEALED WITH A
FIRE RESISTIVE COMPOUND OF SAME FIRE RATING AS THE WALLS, FLOORS OR CEILINGS
THEY PENETRATE (TYP.).
2. ALL HOMERUNS TO BE #10 THHN/THWN CU. IN 3/4" EMT C. MINIMUM, UNLESS SHOWN,
NOTED OR SPECIFIED OTHERWISE.
3. ALL EXIT AND EMERGENCY BATTERY BALLASTS OF LIGHT FIXTURES TO BE CONNECTED
AHEAD OF LOCAL SWITCHING.
4. ALL ELECTRICAL EQUIPMENT SHOWN SCREEND (HALF -TONED) OR DASHED IS EXISTING TO
REMAIN, UNLESS SHOWN OR NOTED OTHERWISE (TYP.).
5. ALL NEW LIGHT FIXTURES SHOWN ON THIS PLAN ARE TYPE 'A', UNLESS INDICATED
OTHERWISE. REFER TO LIGHT FIXTURE SCHEDULE, THIS DRAWING.
EXISTING PANELBOARD AND POWER CO.'S METER WITH BASE. FIELD VERIFY EXACT
LOCATION (1)"P.). PROVIDE ISOLATED GROUND BUS WITHIN THE PANELBOARD IF IT DOES
NOT EXIST.
L?�7_ LOCATION OF EXISTING PANELBOARD AND METERING AT 2131/2141 SPINNER LANE.
LOCATION OF EXISTING PANELBOARD AND METERING AT 2111/2121 SPINNER LANE.
ADJUST (REVERSE) AS SHOWN ON THIS PLAN CIRCUITING TO MINIMIZE HOMERUN LENGTHS
TOWARD THE PANELBOARD SERVING THEM (TYP.).
OPTION A: WATER HEATER SERVES INCLUDED SHOWER AT 2131/2141 SPINNER LANE.
OPTiON-9:-NSTANTAN[4WS-WATER-HFATE-R-INSTAWE-3-4iNBFR-THF S]NK--(SNL-'-AT
4)-111742a�l-SINNER-4!ANE- -NO S-HOWER.
THIS DOCUMENT CONTAINS PRIVILEGED AND CONFIDENTIAL INFORMATION, ALL OF WHICH IS
EXPRESSLY PROVIDED BY 'AZ POWER SYSTEMS' FOR THE USE OF THE INTENDED
RECIPIENT, AND FOR AN INTENDED PURPOSE. ANY DISTRIBUTION, REPRODUCTION, OR
OTHER USE OF THIS DOCUMENT IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN
CONSENT OF 'AZ POWER SYSTEMS' IS STRICTLY PROHIBITED.
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:ANDER E. ZVONARYOV, P.E.
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FLORIDA ia✓1;'N3E #60953
P.O. BOX 561227
ORLANDO. FLORIDA 32856
898-7992 F
Po wer Sjwtems
EMetrical Engincering & Consulting
FL. License 160953
11655 swift Water Circle
Orlando, FL 32817
Phone/Fax: 407.243.6020
azpo wersystem.sObellsouth. nal
DRAWN
AE7
CHECKED
AE7_-
DATE_.__ _.._.._
APRIL 19, 2000
SCALE
A S NOTED
PROJECT NO.
24015.3
2131/2141
SPINNER I ANE.
SHEET
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DATE_.__ _.._.._
APRIL 19, 2000
SCALE
A S NOTED
PROJECT NO.
24015.3
2131/2141
SPINNER I ANE.
SHEET
E201,