3667 Orlando Dr - BC04-02051 (CITI FINANCIAL) (INTERIOR COMM REMODEL) DOCUMENTSt7
t7
PERMIT ADDRESS SUBDIVISION
CONTRACTOR
ADDRESS
PHONE NUMBER t J (7;-) •- " \\\()
i n .
PROPERTY OWNER
ADDRESS
PHONE NUMBER C ` 3 Dr) - -\\,wo
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
PERMIT #C \ - y:n DATE - a,5 -a
PERMIT DESCRIPTION L
PERMIT VALUATION '-; )
SQUARE FOOTAGE b 9,:--JC)
CITY OF SANFORD PERMIT APPLICATION
Permit # : 04 — Zest
Date: 6I21
Job Address: 34&7 SO V Z 61t.Laaoo OeJNT,
Description of Work: Relz>CAT6 6615111JCt 0-1--LST ob-4 (^ MU— died 4RI1.1E4
Historic District: Zoning: Value of Work: S 30'n.
Permit Type: Building Electrical Mechanical X Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Y-- Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial _X— Industrial
Construction Type: # of Stories: # of Dwelling Units:
Parcel d:
Owners Name & Address:
Plumbing Repair — Residential or Commercial
Total Square Footage:
Flood Zone: (FEMA form required for other than X)
Attach Proof of Ownership & Legal Description)
Phone:
Contractor Name & Address: SAMJ MG--Adn11CA(- eSE&V KUM3 LL ,,,
2404 r4. (Ulo GRpag6 44S octL&ADO 'd'L 9% 1 State License Number: G 11'1C I'9L
Phone & Fax:4-s783S 1 es 0 Eat 3349 Contact Person: WtAE . Phone: 4117 4 .G, 2743 Bonding
Company: tal li Address:
Mortgage
Lender: Address:
Arch
ltect/Englneer: Address:
Phone:
Fax:
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a 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 laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, F 713. M"-
rz h16i- SignatureofOwner/Agent Date Signature of Contractor/Agent Date r-
r Print
Owner/Agent's Name PriAl C tractor/Agent' ame O
p ..P SignatureofNotary -State of Florida Date r 5i Date -- M
SSION rf DD 1642G; EXPIRES:
November 12, 2006 OF
FtoQDo Bonded Thru Budget Notary servim Owner/Agent is _ Personally Known to Me or VPc
tor/
Agent is Personally Known to Q'e_o( Produced1DoducedID U C "S4 C APPLICATION
APPROVED BY: Bldg: Initial &
Date) Special
Conditions: Zoning:
Initial &
Date) Utilities:
FD: Initial &
Date) (Initial & Date)
pA 5- a--may
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE:),2r,, d PERMIT #: Oy
BUSINESS NAME / PROJECT:
ADDRESS: C-:3 G 7,
PHONE NO`07 / _ - L L O yFAXNC O`7 ^Z I .— / rJ_
CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ l BURN PERMIT
TENT PERMIT ] TANK PERMIT [ ] OTHER [f — Aie L.1
TOTAL FEES: d t (PER UNIT SEE BELOW)04'':,
Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
IL
12.
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that
will comply with all applicable codes and ordinances
of the City of anford, Florida.
San ord Fire P vention Division Applicant's Signature
CITY OF SANFORD PERMIT APPLICATION
Permit # : v 0 us
Job Address: 3667 S. Orlando Drive
Date: 4/23/04
Description of Work: Tenant buildout
Historic District: Zoning: Value of Work: $wee
Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial X Industrial Total Square Footage: 1,500 sf
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel H: See attached (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Kimco Realty Corporation
37305 S. Orlando Drive, SanforZ], FL 32773 Phone: (407) 302-4400
Contractor Name & Address: R.D. Michaels, Inc.
110 Candace Dr., Ste. 108, Maitla 2
ti e C057664
Phone & Fax: (407) 831-1110 / 831-7177 C t ct rs n: hone: (407) 831-1110
Bonding Company: N/A
Address:
Mortgage Lender: N/A ADD 2.9 nnd
Address:
Architect/Engineer: GTA Design Group, Inc.
Address: 2277 Lee Road, Ste. 250, Winter
Phone: (407) 539-2882
Fax: (407) 539-0785
Application is hereby made to obtain a permit to do the work and installations al inThhM A lutiry ifiatW Wk 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 a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIO - RS, ctc.
1
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMIfiKOVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNG400611E RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applic:ablc to this property that may be found in the public records of
this county, and the may be additional permits required from other govcmmcntal entities such as to management districts, state agencies, or fcdcml agencies.
Acceptance of pc it s verification th I wi notify the owner of the property of the requir en of Florida Licn aw, FS 713.
4 tt o ,
Signat of Owner/Agent Date ignature of Contractor/Agent D6c
bAR,ees) VO&'r Richard F. Lillard
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Print Contractor/Agent's Name
I II
M (AO..c\. C mc'c u 63 lo
Signature of Notary -State of Florida Date
sW oK Marian E. Moon
Marian E. Moon
rsonally Known to Me or Contractor/Agent is umPersonallyKnopy DDMI40
pt E> I roBapfYd$d _Produced ID
a t0, 2
Rc+'tl 80: I
APPLICATION APPROVED BY: Bldg: Zoning: f N 9 29'I u Iw Utilities:6 0—/y' Dig FD: ( (J
Initi Date) (initial & Date) (initial & Date) (initial & Date) /
Special Conditions:
C,4.v.J -qc This
Instrument Prepared By:! Permit
No. NOTICE
OF COMMENCEMENT STATE
OF FLORIDA COUNTY
OF BREVARD The
undersigned hereby gives notice that improvement will be made to certain real property situated in Pasco
County, Florida, and in accordance with Chapter 713, Florida Statutes, the following information is provided
in this Notice of Commencement. 1.
Description of Property: 2.
General Description of Improvement: 3.
Owner Information: 3667
S. Orlando Drive, Sanford, FL 32773 Lengthy
legal attached Interior
Renovation a.
Name and Address: Kimco Realty Corp./Kimco Development of Seminole
Sanford, Inc. 3705
S. Orlando Drive, Sanford, FL 32773 b.
Interest in Property: Fee Simple C.
Name and Address of Fee Simple Titleholder (if other than Owner) 4.
Contractor: a.
R.D. Michaels 110
Candace Drive, Suite 108 Maitland,
FL 32751 b.
Phone Number: 407-831-1110 C.
Fax Number: 407-831-2232 5.
Surety: a.
Name and Address: N/A b.
Phone Number N/A C.
Fax Number N/A d.
Amount of Bond: N/A 6.
Lender: N/A IIliB
t®a®,®a®®®®®®®®a®Ill® WVW "
Wa, CLEW OF CIRCUIT CIMT SEI
mmiC011 w 77
F°CS 1381-1383 eS
V 20 914 p1621 9M 1214/
auaw tT:,11*:0211, PH DINS
FEES 15.0 MUM
BY ! holden 7. ;
PPeeCons within the State of Florida Designated by Owner upon who Notices or other Documents
may be Served as Provided by Section 713.13(1)(a)7., Florida Statutes: a.
b.
Phone Number: C.
Fax Number: 8.
In addition to itself, Owner designates the following to receive copies of the Lienor's Notice as
provided in Section 713.13(1)(b), Florida Statutes: a.
N/A 9.
Expiration date of Notice of Commencement (the expiration date is one year from the date of recording
unless a different date is specified). Signature
of caner/Agent I-\ --\ --
1 o 0 Owner'
s Name Date
CERTIFIED
COPY W"
yANNE MORE J.
BRK OF CIRCUI iCO- GUMUNTY1
FLUKiU: i
G MZ
d%ERM Sworn
to and subscribed before me by Cindy
Hendricksen who is personally known to
me or produced N/A as identification, on this 22nd
day of April, 2004. Signature
of Lary WaydelizRierra
Prirt{;
ci k pf ttvWL16N # DD109663 EXPIRES April
16, 2006 BONDED
THRU TROY FAIN INSURANCE, INC APR
2 3 2004
U.S. Highway No. 17 & 92 (S.R.15-600) ADT '00 49,000
TL
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1
4
n
SEM1N0! - GEN I KL
SECTION 11, TOWNSHIP 20 SOUTH RANGE 30 EAST
CITY OF SANFORD
SEMINOLE COUNTY, FLORIDA
UESCRiP'I'lON
Commence at the East 1/4 Section corner if Section 11, Township 20 South,
Range 30 East, Seminole County, Florida ane run S. 02 degrees 15 minutes 26
seconds W. along the East line of the Southwest, 1/4 of said Section 11, 716.31
feet to the Point of Beginning, thence run N. 71.degreea 27 minutes 34 seconds
W. 1077.22 feet to a point on the Easterly right -.of -way line of State Road 15
600, thence run S. 25 degrees 47 minutes UO seconds W. along said Easterly
right-of-way line 532.40 feet to the P'.C. of a curve concave Southeasterly
having a radius of 5614.65 feet and a cl ord of `489.73 feet, thence run
Southwesterly along said curve. and right; •of way line, 489.08 feet through a
central angle of 4 degrees 59 minutds.:57 see•nds to thi&,P.T.; thence run S. 20
degrees 47 minutes 03 seconds W...al'ong• said Easterly right-of-way line 212.89
feet to a point on the South line of -the. Nc -th 200 feet 'of the Southwest 1/4.
noftheSoutheast1/4 of said Sectio11', thence leaving said right-of-way line run
S. 89 degrees 16 minutes 27 seconha E. ilong the South. line of the North 200
feet of the Southwest 1/4 of the Southeast 1/4 of said Section 11, 157.89 feet
to a point on the west line of the Nor- h 1/2 of the Southheast 1/4 of this Southeast
1/4 of said Section 11, thence run S. 01 degree9 32 minutes 45 seconds
W. along said West line 461.02 feet to the Southwest \corner of the North
1/2 of the Southwest 1/4 of the Southeast 1/4 of said Secti n 11, thence ruin
S. U9 degrees 16 minutes 57 seconds E. along the South line f the north ` 1/
2 of the Southeast 1/4 of the Southeast 1/4 of said Section 11, 1126.44 feet to
the Southeast corner of the North 1/2 of the Southeast 1/4 of the Southeast 1/
4 of said Section 11, thence run N. 02 degrees 16 minutes 26 seconds E. along
the East line of the Southeast 1/4 of said Section 11, 1266.21-feet to the
Point 'of beginning. LESS Commence at the East quarter of Secti n 11, Township
20 South, Range 30 East, Seminole County, Florida; run S. 02 d reel 16
minutes 26 seconds W. 716.31 feet; tt•en e N. 71 degrees 27 minute 34 seconds
W. 1077.22 feet to a point on the Easterly right-oE-way line of LNS.• Highway
17-92; thence South 25 degrees 47 1inutes 00 seconds W., along said,• right-
of-way line 532.40 feet to the beginning of a curve concave Southeasterly
having radius of 5614.65 feet and a central angle of 01 degrees'.. 33
minutes 26 seconds; thence on a chord bearing of S. 25 degrees 00 minutes 17
seconds W. a chord distance of 152.60 feet to the Point eF Beginning; thence
S. 69 degrees 38 minutes 58 seconds E. 63.65 feet; thence S. 36 degrees 18
minutes 30 seconds E. 170.00 feet; thence S. 23 degrees 41 minutes 30 seconds
W. 140.00 feet; thence North 66 degrees 18 minutes 30 seconds W. 208.
47 feet to a point on the Easterly rigt•t-of-way line of U.S. highway 17- 92,
said point being on a curve concave Southeasterly having a radius
of 5614.65 feet, a central angle of 32 degrees 15 minutes 30 seconds: thence
on a chord bearing of N.•-23 degrees 05 minutes 48 seconds E. a chord distance
of 221.30 feet to the Point of Beginning. AND LESS commence at the East
quarter corner of Section 11, Township 20 South, Range 30 east, Seminole County,
Florida; run S. 02 degrees 16 minutes 26 seconds W. 716.31•feet; thence
N. 71 degrees 27 minutes 34 seconds •1. 1077.22 feet to a point on the Easterly
right -of -Way line of U. S.. Highwi ;: 17-92; thence S. 25 degrees 47 minutes
00 seconds W. along said right-of-wa line 304.00 feet to the Point of Beginning;
thence S. 72 degrees 13 'minutes 10 'Seconds E. 200.00 feet; thence South
23 degrees 41 minutes 30 seconds W. 15 .31•fecti thence N. 72 degrees 13 minbL•
es 00 seconds W. 205.72 feet to a point on the Easterly right-of-way line of
U.S. Highway 17-92; thence North .25 degrei's 47 minutes 00 seconds E., along said
right of way line 156•.`00 feet to t' a Point of Beginning. AND LESS continence
at the East quarter corner of Secti,n 11, Township 20 South, Range 30 East,
Seminole County, Florida; run S. 02 degrees 16 minutes 26 seconds W. 716.
31 feet; thence N. 71 degrees 27 minutes 34 seconds W. 1077.22 feed to a point
on the EasterA y right-of-way. line of U.S. Highway 17=92; thencb S. 25 degrees
47 minutes 00 seconds W.-along said right-of-way line 146.00 feet to the
Point of Beginning; thence Easterly along a curve concave Northerly having a
radius of 250.00 feet through a central Ingle of 32 degrees 23 minutes 57 seconds,
a chord bearing of S. 85 degrees 35 minutes 11 seconds -E. a arc distance
of 141.37 feet to the and of said curve and the beginning of a curvd concave
Southerly, having a radius of 224.96 feet, thence Easterly along said curve
through a central angle of 11 degrees 14 minutes 57 seconds, a chord bearing
of N. 83 degrees 50 minutes'19 seconds E. an arc distance -of 44.17 feet '
to the end of said curve; thence S. 31 degrees 41 minutes 32 seconds E. 20.
25 feet; thence S. 23 degrees 41 minutes 30 seconds W. 189.26 feet; thence N
72 degrees 13 minutes 00 seconds W. 200.110 feet to a point on the easterly right-
of-way line of U.S. Highway 17-92; thence N. 25 degrees 47 minutes 00 seconds
E. along said right-of-way line 158.00 feet, to the Point of Beginning. Containing
40.9113 acres more or less. LEGEND:
STS
Denotes Storm Sewer TP Denotes Telephone Pole SP
Denotes Conc.Splllway LP Denotes Lamp Pole C8
Denotes Catch Basin -,e_
Denotes Overhead Power Lines SS
Denotes Sanitary Sewer _ r._
Denotes Overhead Telephone Lines MH
Denotes Manhole .. Denotes
Wood Fence CO
Denotes Cleanout r . Denotes Chain Link Fance W
Denotes Water Main- D' Denotes Co2c,rrete Dumpster Pad 0-
3o-300 -02,50
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY — ADNIIN
P.O. BOX 1788
SANFORD, FL 32772-1788
Project Name: I; i 0 1 arty ' W,ql-Qpl Q r. Date S ! lb
Owner/Contact Person: _ ( Y4-\ q L S Phone: yy? 302
Address:_ 3 G(o 7 OIZ d+-c o L y. (C__VUA0_t
Type of Development:
I) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4".
1 ", 2", etc.):
M:i u
2) NON-RESIDENTIAL
Type of Units (commercial,
Industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 29', etc.)
l
REMARKS:
COAWEC77ONFEE CALCULA770N. b-gT•e t n.ppc-t- r J (Z , S°
me -Signature - Date
ucenocn 11in2
1) Water System Impact Fees
Equivalent Residential Connection (ERC) -300 Gallons -Per Day (GPD)
Residential
S650/Unit - Single family structure, or multi —family unit
containing three (3) bedrooms or more. .
S487.50 Unit - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is
based on judgment/assumption, estimation that
such family units on average require 750/6-225 GPD
of the water and sewer service of an average single
family unit}
Commercial
S650/ERU , - Fixtures unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for connection
and up to twenty (20) fixtures units.
For projects having more that twenty (20) fixture unit
base for the first ERU. (Example: twenty-five (25)
fixtures units will be rated as 125 eru: twenty-six (26)
fixture units'will be rated as 1.5 ERU.)
2) Sewer Systems Impact Fees
Equivalent Residential Connections-270 Gallons Per Day (GPD)
Residential -
1,700 Unit - Single Family structure, or multi -family twit
Containing three (3) bedrooms or more.
S1,275/Unit. - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is based on
judgment/assumption, estimation that such family units on
average require 75% of water and sewer service of an ..
average single family unit}
Commercial- Industrial- Institutional
S1,700/ERU
Fixtures unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for connection and up to
twenty (20) fixtures units. For projects having'more than twenty
20) units the Impact fee will be increments of 25% based on
multiples of five (5) fixture units above the twenty (20) fixture
unit base for the first ERU. (Example: twenty five (25) fixture units will
be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ERU}
FIXTURES TYPE DRAINAGE FDMJRES UNIT
VALVE AS LOAD FACTORS
MINIMUM SIZE OF
TRAP C3Automaticclotheswashers, commercial a) 2
Automatic clothes washers, residential 2 2
Bathroom group consisting of water closets, lavatory,
bidet and bathtub or showers
6
Bathtub (b) (with or without overhead shower or
whirlpool attachments
2 1 %,
Bidet 2 1 ,'A
Combination sink and tray 2 1
Dental lavatory 1 1 ''A
Dental unit or cuspidor 1 1 'A
Dishwashing machine, (c )domestic 2 1 '%
Drinking fountain h 1 ,V
Floor drains 2 2
Kitchen sink domestic 2 1
Kitchen silty domestic with food waste grinder and/or
Dishwasher
2 1
Laundry tray 1 or 2 compartments) 2 1 .S
Lavatory 1 1 '/
Shower compartments, domestic 2 2
Sink 2 1 'h
Urinal 4 Footnote d
Urinal, 1 gallon per flush or less 2e Footnote d'
Wash sink (circular or multiple) each ser of faucets 2 1
Water closets, flushometer tank, public or private : 4e ootnote d '
Water closets, private installation
Water closets, public installation
4
6
Footnote d
Footnote d
a For traps larger than 3 inches, use Table 709.2
b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixtures unit valve
c See sections 709.2 thought 709.4 for methods of computing unit valve of ti ures not listed in Table 709.1 or for rating of devices with intenninent tlows.- d Trap size shall be consistent with the fixtures outlet size.
e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fast fixture trait
unless the lower values are confimi-A by testing; TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS • .
Fixhue Drain or Trap
Size inches
Drainage Fixtures
Unit Value
1 '/4 1
1% 2
2 3
2% 4
3 5
4 6
Standard Phunbing codes 01997
ISSUE FOR PERMIT
C 0 f00 1 10`11CU 1 a;
os,%
TENANT
SPACE COMPLETION AT REVIEW
PLANSSEMINOLE CENTRE KIIv1C0 REALTY CITY
OF SANFORD 3667 S. ORLANDO DRIVE CORPORATION SANDFORD
FLORIDA 32773 GENERAL
CONTRACTOR RESPONSIBILITIES PROJECT DIRECTORY INDEX OF DRAWINGS GENERAL INFORMATION 0
1. THE WORK OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL OWNER CS -COVER SHEET. APPLICABLE CODES CONTRACTORWHOSENAMEAPPEARSONTHEBUILDINGPERMIT. THE GENERAL KIMCO REALTY A1.0 -EXISTING CONDITIONS BUILDING
FLORIDA BUILDING CODE EDITION 2001 CONTRACTOR
SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, 3705 S. ORLANDO DRIVE FLOOR PLAN SPECIFICATIONS,
AND OTHER PROJECT REQUIREMENTS INCLUDES CODES AND SANDFORD , FLORIDA 32773 REFLECTED CEILING PLAN STANDARD
IN FORCE AT THE LOCATION AF THE PROJECT. THE CONTRACTOR SHALL PHONE: (407) 302-6500 DiA -DEMOLITIONS FLOOR
PLAN PLUMBING
FLORIDA PLUMBING CODE EDITION 2001 NOTIFY
THE ARCHITECT IN WRITING, PRIOR TO CONSTRUCTION, OF ANY ERRORS, OMISSIONS,
CODE VIOLATIONS OR CONFLICTS WHICH ARE DISCOVERED IN THE ARCHrMC D1.2 -DEMOLITIONS GTA
DESIGN GROUP, INC. REFLECTED CEILING PLAN NATIONAL
ELECT NATIONAL ELECT. CODE EDITION 2002 DRAWINGS,
SPECIFICATIONS OR OTHER PROJECT REQUIREMENTS. WHERE DRAWINGS 2277 LEE ROAD, SUITE 250 AIA -LIFE SAFETY PLAN. MECHANICAL FLORIDA MECHANICAL CODE EDITION 2001 ANDSPECIFICATIONSARECONCEPTUALINNATURE, THE CONTRACTOR SHALL WINTER PARKFLORIDA.FLORIDA. 32789 -FLOOR PLAN. INTERPRET THEM
IN A MANNER WHICH IS CONSISTENT WITH CODE REQUIREMENTS, FLOOR PHONE: (407) 39-2 82 At.2 FIRE PREVEN1ION
FLORIDA FIRE PREVENTION EDITION 2001 STRUCTURALLY SOUND
AND ENVIRONMENTAL WATERTIGHT. O CLNcLAN REFLECTED 02.
SHOP DRAWINGS AND OTHER SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT A2.1 -
WALL SECTION AND DETAILS A...1 -
SCHEDULES LIFE SAFETY
LIFE SAFETY CODE NFPA 101) EDITION 2000 AFTER THE
CONTRACTOR HAS REVIEWED AND APPROVED (WITH APPROPRIATE GETIERAL CONTRACTOR: FIRPROTECTION FP-1 -FIRE PROTECTION NOTES ANNOTATIONS) ON
SUCH SUBMITTALS. ARCHITECT'S REVIEW OF SUBMITTALS IS FOR D ELg CC LIA -ELECTRICAL GENERAL NOTES R80 CANDACEIDRIVEDESIGNCONCEPT
ONLY, AND SHALL NOT BE CONSTRUED AS A TECHNICAL REVIEW SUITE 104
MAITLAND FLORIDA
32751 Et.2 -ELECTRICAL POWER PLAN FOR THE
PURPOSE OF DETERMINING COMPLETENESS OR ACCURACY OF SUBMITTALS, PHON ((407 831-1110 -ELECTRICAL LIGHTING
PLAN. 407) 31-
2232 M1.1 -
MECHANICAL PLAN OR FOR
DETERMINING REQUIRED QUANTITIES , DIMENSIONS OR METHODS OF FAX M1.2 -MECHANICAL GENERAL NOTES OCCUPANCY CONSTRUCTION (
ALLOFWHICHREMAINTHERESPONSIBILITYOFTHECONTRACTOR) . AND DETAILS 0 3.
CONTRACTOR SHALL COORDINATE CLOSELY WITH OWNERS REPRESENTATIVES AND GENERAL NOTES BY TENANT SPACE PROVIDE THEMWITHADETAILEDCONSTRUCTIONSCHEDULE. OCCUPANCY S GROUP CLASSIFICATION: CHAPTER 3, FBC, 2001 4. WITH
EACH PAYMENT REQUEST, THE GENERAL CONTRACTOR SHALL SUBMIT 1. All provisions of AIA Document A 201. General Conditions of the Contract for Construction shall apply to this project. 2 All
work is to be performed in accordance to all applicable local codes, regulations and ordinances. GRP. B, (BUSINESS) NOTARIZED PARTIAL
RELEASES OF LIEN FROM ALL SUPPLIERS AND SUB -SUPPLIERS 3, Construction shall comply with accessibility guidelines for the handicapped as defined in Title ill of the Americans with Disabilities Act (ADA) of 1990. OR LABOR
OR MATERIALS, AND FROM ANY OTHER PARTY WHO COULD LEGALLY FILE 4. All work shall be performed in the highest level of workmanship. A LIEN
AGAINST THE OWNER'S PROPERTY. LIEN WAIVERS SHALL DEMONSTRATE THAT 5. General Contract « shall be responsible for an necessary Building Permit applications and for obtaining Certificate of Occupancy at completion of work USE: OFFICES ALL PRIOR
PAYMENTS MADE TO THE GENERAL CONTRACTOR HAVE BEEN PROPERLY 6. General Contract « shag submit a complete construction schedule with his cost proposal. Schedule shall be specific in identifying construction sequence by trade. 7. General
Contract « shall submit confirmation dates for orders of materials or equipment heving long lead tines. DISPERSED, AND
THAT CONTRACTOR HAS OBTAINED CURRENT RELEASES OF LEIN. 8. All requests for substitutions of items specified shag be submitted it writing and approved by Q=. TENANT SPACE FLOOR AREA TO REMAIN: FAILURE TO
SUBMIT CURRENT RELEASES SHALL RESULT IN SUBSEQUENT PAYMENTS 9. In case of a conflict of information in the drawings, the General Controct« shag obtain darifications from Qnff or it's representative. N the General Contract« to darn
the issue n it A/C AREA =1,500 S0. FT. TO THEGENERALCONTRACTORBEINGWITHHELDUNTILCURRENTWAIVERSAREdoesnotattemptestionwillDYWbeassumedthehebidthemoreexpensivemethodofconstruction. PROVIDED. FINAL
RETAIN AGE WILL NOT BE RELEASED AT COMPLETION OF PROJECT 10. The General Contract « shall examine all Contract Documents and visit the construction site prior to commencing work. The General Contract « is responsible for UNTIL NOTARIZED
FINAL RELEASES OF LIEN ARE SUBMITTED FROM ALL PARTIES WHO confirming that the work is buildable according to the Construction Documents. No additioncl compensation will be allowed due to the General Contractors failure to visit the
site or to obtain clarification regarding the drawings prior to commencing the work COULD LEGALLY
FILE A LIEN AGAINST THE OWNER'S PROPERTY. 11. The drawings ore not to be scaled for dimensions or sizes. Verify oil crucial dimensions during work All deviations from indicated dimensions due to the existing 0 5.
THE GENERAL CONTRACTOR SHALL REQUIRE EVERY SUPPLIER , SUBCONTRACTOR, conditians must be approved by QMM. 12 The
General Contract « shill protect all existing construction and repair at his expense any damage which occurs during the course of the work. OR LABORERWORKINGATTHEJOBSITETOBECOVEREDBYWORKER'S 13. Unless specified other wise in the Construction Drawings, the General Contract « shall be responsble for reimbursing all trades involved for their labor and material OCCUPANT/SQ.FT.: COMPENSATION INSURANCE.
CONTRACTOR SHALL OBTAIN CERTIFICATES OF INSURANCE costs required to complete the work Qr= will not make any direct payments to Subcontractors, unless previously agreed to with Cencral Contract « or specified inp Construction Drawings.
BUSINESS 1 PERSON 100 SO. FT. FROM ALLWORKERS, SHALL NAME AND ENROLL SUCH WORKERS ON HIS OWN 14. General
Contractor shag be responsible for maintaining discipline and good order among his employees and shall not employ on the Work any person not sufficiently WORKER'SCOMPENSATIONINSURANCEPOLICY. skilled to complete the tasks for which he is assigned. 0 6.
CONTRACTOR SHALL MAINTAIN COMMERCIAL GENERAL LIABILITY INSURANCE WITH 15. Contractor shall purchase Liability Insurance to protect him from claims under workmen's compensation, damages from bodily inpry or death and property damage TOTAL OCCUPANTS: 15 PEOPLE ONE MILLIONDOLLARSPEROCCURRENCELIMITSOFLIABILITY, COVERING PRODUCTS caused by himself or any of his subcontractors or their employees. Liability Insurance shall be written in an amount no less than state law requirements of the state AND COMPLETED
OPERATIONS OWNED AND NON -OWNED VEHICLES, ACTS OR where project is located. Certificate of Insurance shall be filed with Qmm prior to work commencement 16. General
Contract « shall afford any Separate Contract ors working directly for Qr= reasonable opportunity for the introduction and storage of their materials and EXIT REQUIREMENTS NEGLIGENCE OFTHECONTRACTORORANYPARTYDIRECTLYORINDIRECTLYequipmentandexecutionoftheirworkandshagcoordinatehisworkwiththeirsasperConstructionDocumentsandconstructionschedulebyKim. EMPLOYED BY
THE CONTRACTOR. POLICY SHALL NAME THE OWNER AND THE 17. Time is of the essence. Any reason or condition which shall arise which may cause delays in the construction schedule must be reported to Kin= as soon as MINIMUM NUMBER
OF EXITS: 2 MAXIMUM TRAVEL DISTANCE: 300 FT. ARCHITECT ASADDITIONALINSURED, AND CONTRACTOR SHALL INDEMNIFY AND HOLD possible. 18. The
General Contractor shill at all lines keep the construction site free from debris and prevent the accumulation of any waste materials. All rubbish shall be HARMLESS THEOWNERANDOTHERADDITIONALINSUREDAGAINSTALLCLAIMSANDremovedandhauledawaypromptly. At job completion, the General Contract « shall do a final cleanup including the removal of all rubbish and surplus mataiols, MAXIMUM DEAD END CORRIDOR: 20 FT. MI. CORRIDOR/AISLE WIDTH: 44 INCHES COSTS ARISINGFROMTHEACTSOROMISSIONSOFTHECONTRACTORORANYOFHISvacuuming & Wiindexng all glass surfaces. DIRECT AND
INDIRECT EMPLOYEES. 19. The General Contract« shill adjust. repair, or replace at no extra cost to 9ms[ any workmmsh p, material, « equipment defects for the period of one year. MINIMUM STAIR WIDTH: 44 INCHES O 7.
UNLESS THE OWNER PROVIDES OTHERWISE, THE GENERAL CONTRACTOR SHALL 20. General Contractor's Application for Payment shall include the project name, address and branch number and shag be authorized by the Branch Manager prior to PURCHASE AND
MAINTAIN BUILDER'S RISK INSURANCE, TO THE FULL INSURABLE submittal to
the 02= Real Estate Department for processing. A set of color photographs, providing on overall representation of the buildout space shall be included. Also, a
Satisfactory Completion Farm signed by the Branch Manager may be submitted along with the Application for Payment in lieu of the signed Application. CONSTRUCTION TYPE VALUE OF
THE PROJECT, COVERING PERILS OF FIRE, THEFT OR VANDALISM, FLOOD, 21. Applications for Payment for any Construction Contract in excess of 110,000.00 shill be in 50% increments and shag be submitted upon the completion of the UNPROTECTED AND
SPRINKLERED AND STORMORWINDSTORM. corresponding amount of work 0 8.
COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONS WITH LOCATION MAP
CERTIFICATION STATEMENT RESPECT TODESIC14ANDDIMENSIONALSTANDARDFORACCESSIBLEPARKINGNUMBEROf STORIES: 1 CONSTRUCTION TYPE : IV. SPACES, BUILDING
ENTRY, TOILET ROOM DIMENSIONS AND MOUNTING REQUIREMENTS o FOR
FIXTURES & ACCESSORIES. Q IF MULTIPLE OCCUPANCY 9. GENERAL
MATERIAL PROTECTION REQUIREMENTS: m OCCUPANCY SEPARATION: (1) HOUR TENANT SEPARATION: (1) HOUR ALL WOOD
IN CONTACT WITH EARTH OR C014CRETE SHALL BE PRESSURE Z TREATED IN
ACCORDANCE WITH A.W.P.B. STANDARDS Z LIFE SAFETY SUMMARY ALL METALSSHALLBEISOLATEDFROMDISSIMILARMETALBYINERTISOLATIONOr' ITE ITEM
REQUIRED
PROVIDED REMARKS MATERIAL AS
REQUIRED TO PREVENT GALVANIC CORROSION. c$ ALL METAL
16 GAUGE AND LIGHTER SHALL BE HOT -DIP GALVANIZED,ASTM TO THE BEST OF THE ARCHITECT'S KNCWLEOGE EXITS 2
2 90.METALHEAVIER
THAN 16 GAUGE SHALL BE FACTORY PRIMER AND FIELD ALL ANDBELIEF,
THIS DESIGN IS IN COMPLIANCE EXIT DOOR
WIDTH 32' 36" PAINTED . QaWITHAPPLICABLECODESANDLAWS. ALL ALUMINUM
SHALL BE HAVE AN E.S.P. FINISH WITH NOT LESS THAN 70% 1- KYNAR RESIN,
AND NOT LESS THAN 1.5 MIL DRY FILM THICKENS. O COMMON PATH TRAVEL 300' 47' z DEAD
END
CORRIDOR 20' N/A STONEWALL PIE
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60'-8"
11" 6'-6" 13'-11" 6'-0" 1'-1" 7'-1" 9'-4" 5'-2" 2'-2" 5'-4" 8" EXTG. (
1) HOUR FIRE -RATED GWB DEMISING WALL. EXTEX TG. FITII G. 48X60" ROOM WALL
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8'-
4" 4'-10" 1 - "'-10" 5-11" 3'-7" 4'-10- DSCAE,vr FLOOR
PLAN TV
EXTG. ACOUSTICAL
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EXTG. 24X24 LIGHT
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RELOCATE EXISTING ALL EXISTING ELECTRICAL
ELECTRICAL OUTLET. DEVICES TO REMAIN
OTHERWISE NOTED 60'-8"
2'-11" 6'-6" 13'-11" 6'-0" 1'-1"
EXT'G. (1) HOUR FIRE -RATED GWB DEMISING WALL -TO PRESERVE
REMOVE EXISTING DOOR, SHELVING, AND PARTITION ENCLOSURE.
PROVIDE NEW 1/2" GYPSUM BOARD OVER 7/8" METAL HAT
3 FURRING CHANNELS AT 16" O.C. OVER 5/8" THERMAX
Nvwi
POLY! SOCIANURATE RIGID INSULATION FOR INTERIOR SURFACE ON
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X TENANT SPACE USER. PATCH AND REPAIR ALL SURFACES
AFFECTED BY DEMOLITION.
COUNTER
REMOVE EXT'G. 36X48" WALL
MOUNTED MIRROR
2'-8" h'-51 II'-o"
7'-1"
RETAIL
SPACE
100
REMOVE REMOVE
EXISTING EXISTING
CARPET CARPET
REMOVE EXISTING COUNTER. PATCH AND REPAIR CONCRETE SLAB,
CARPET AND VINYL COVE BASE. PATCH AND REPAIR ALL SURFACES
AFFECTED BY DEMOLITION.
GENERAL EXPANSION NOTES AND
DEMOLITIONS REQUIREMENTS
REPAIR ALL SURFACES AFFECTED BY
RENOVATION.
9'-4"
REMOVE EXT'G. 48X60 WALL
MOUNTED MIRROR.
REMOVE EXT'G. DOORS AND —
JAMBS. PATCH AND REPAIR ALL
SURFACES AFFECTED BY
RENOVATION.
REMOVE EXISTING WALL SURFACE
MOUNTED TRACKS AND BRACKETS. PATCH
AND REPAIR ALL SURFACES AFFECTED BY
DEMOLITION.
EXT'G. (1) HOUR FIRE -RATED GWB DEMISING WALL TO PRESERVE.
THE FOLLOWING REQUIREMENTS FOR DEMOUTION, CUTTING AND PATCHING APPLY TO
ALL WORK WHICH IS ALTERED, WHETHER SUCH WORK IS NEW, EXISTING, ADDING,
RENOVATED OR REPLACED:
ASBESTOS SURVEY AND ABATEMENT: PRIOR TO DEMOLITION, CUTTING OR PATCHING
WORK, ENGAGE A LICENSED ASBESTOS CONTRACTOR TO PERFORM AN ASBESTOS
SURVEY, WHICH IDENTIFIES SPECIFIC LOCATIONS WHERE ASBESTOS CONTAINING
MATERIALS ARE FOUND, AND WHICH PRESCRIBES SPECIFIC ACTIONS REQUIRED FOR
ABATEMENT. ENGAGE A LICENSED ASBESTOS ABATEMENT CONTRACTOR TO REMOVE
OR ENCAPSULATE ALL ASBESTOS CONTAINING MATERIALS, ACCORDING TO THE
RECOMMENDATIONS OF THE ASBESTOS CONSULTANT. WHERE ASBESTOS CONTAINING
MATERIALS ARE ENCAPSULATED IN THE BUILDING, PROVIDE THE OWNER WITH A
DETAILED DESCRIPTION OF ALL REMAINING MATERIALS, INCLUDING LOCATIONS,
APPROXIMATE QUALITIES, AND METHODS OF ENCAPSULATED AND INSTRUCTIONS FOR
NOT DISTURBING THE ENCAPSULATED MATERIALS.
ALL EXISTING
INTERIOR PARTITION
AND DOORS TO _
REMAIN, OTHERWISE
NOTED.
ALL EXISTING
ELECTRICAL DEVICES
TO REMAIN
OTHERWISE NOTED
8'-4" 4'-10" 1'- 2'-10' 5-11" 3'-7" 4'-10"
60'-3"
PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE
AND DISCONNECT UTILITY SERVICES AND ELECTRICAL / MECHANICAL SYSTEMS, OR
TEMPORARILY CAP OFF SUCH SERVICES TO THE AFFECTED AREAS. GIVE NOTICE TO.
AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND
COOPERATE WITH OTHER PARTIES WHO MAY BE AFFECTED BY INTERRUPTION OF
SERVICES.
CLEARLY MARK THE AREAS AND LIMITS OF DEMOLITION, CUTTING AND PATCHING. IF
FEASIBLE, PRECUT THE LINE OF SEPARATION BETWEEN AREAS OF DEMOLITION AND
AREAS TO BE PRESERVED. UTIUZE DEMOLITION AND CUTTING TECHNIQUES WHICH
ARE LEAST LIKELY TO DAMAGE SURROUNDING OR ADJOINING WORK. WHERE FEASIBLE,
USE HAND TOOLS AND SMALL POWER TOOLS THAT ARE DESIGNED FOR SAWING AND
GRINDING, NOT HAMMERING OR CHOPPING. DO NOT USE EXPLOSIVES.
STRUCTURAL REQUIREMENTS: DO NOT CUT AND PATCH STRUCTURAL WORK IN A
MANNER WHICH WILL REDUCE LOAD -CARRYING CAPACITY OR LOAD -DEFLECTION RATIO.
WHERE STRUCTURAL WORK MUST BE CUT, PROVIDE ADEQUATE TEMPORARY SUPPORT
BRACING AND/OR SHORING) TO RESIST VERTICAL, LATERAL AND DYNAMIC LOADS IN
THE ENTIRE TRIBUTARY AREA OF THE AFFECTED STRUCTURAL MEMBERS. WHERE
REQUIRED, ENGAGE A LICENSED STRUCTURAL ENGINEER TO DESIGN SHORING /
BRACING SYSTEMS AND JOINT OR CONNECTION DETAILS.
5'-2" ..2'-2 5'-4" -
8"
ISSUE FOR PERMIT
FITTING
ROOM a
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REMOVE
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CARPET RESTROOM X ,
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OR SAFETY RELATED COMPONENTS IN A MANNER WHICH WILL REDUCE INTENDED
PERFORMANCE OR SAFETY FACTOR, OR WHICH WILL RESULT IN INCREASED MAINTENANCE
OR REDUCED OPERATIONAL LIFE. VISUAL
REQUIREMENTS: DO NOT CUT AND PATCH WORK IN A MANNER WHICH WILL RESULT
IN LESSENING OF THE AESTHETIC QUALITIES OF THE BUILDING OR SITE, OR THAT
WILL RESULT IN VISUAL EVIDENCE OF CUT AND PATCH WORK. WHERE REQUIRED,
EXTEND FINISH MATERIALS OVER ENTIRE UNBROKEN SURFACE AREAS AFFECTED
BY CUT AND PATCH WORK. REMOVE AND REPLACE CUT AND PATCH WORK WHICH
DOES NOT MEET VISUAL REQUIREMENTS. PROTECTION:
PROTECT OTHER WORK DURING CUTTING AND PATCHING OPERATIONS TO
PREVENT DAMAGE. PROVIDE PROTECTION OF ALL WORK FROM ADVERSE WEATHER CONDITIONS.
WHERE OPENINGS ARE CREATED IN ROOF OR EXTERIOR WALLS, PROVIDE
TEMPORARY ENCLOSURE OF SUCH OPENINGS ON A DAILY BASIS, AND WHENEVER
ADVERSE WEATHER THREATENS OR EXISTS. 3
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NO: 0404 CAD
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REMOVE EXT'G. ACOUSTICAL CEILING AT 9-'0" AFF.
PATCH AND REPAIR ACOUSTICAL CEILING TILES AND
eREFLEQTEQ CEILING PLAN
SCAM 3W = PO'
DEMOLITION RCP SYMBOLS
EXT'
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TILE ON MTL SUSPENSION
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EXT'G. 24X48 LIGHT FIXTURE W/PRISMATIC
LENS
EXT'G. 24X24 LIGHT FIXTURE W/PRISMATIC
LENS
EXT'G. 48 LONG FLUORESCENT LIGHT
FIXTURE SURFACE MOUNTED W/PRISMATIC
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EXISTING EXIT AND EGRESS LIGHT (2)
LAMPS WALL PACK
EXT'G. 24X48 AIR RETURN GRILL
REXT'G. 24X24 AIR SUPPLY DIFFUSER
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ISSUE FOR PERMIT
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CAD FIE: D 2
SHEET N0:
D1.2
29'-4"
9 -4" (
1) HOUR FIRE -RATED GB DEMISING WALL.
CLOSING
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2'-8" 25 -7 1 HOUR FIRE -RATED GB DEMISING WALL. - 17 -2 12'-
FLOOR AND LIFE SAFETY PLAN NEW INTERIOR PARTITION REFER
TO 1-A2.1 FOR DETAILS
Y16`-?4'
P-2 P-2
P-1
PIB MIB1
VB'1
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FINISH SYMBOLS/SCHEDULE
DESCRIPTION
Carpel - i & i Corpe ac oryy Dope
c Stoe: 954-05126-88 241.4586 s7954 far
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Sheet Vinyl - Monninglen
toc Assurance Cdar. f16007 Putty
Composition Tie - Monnington Commercial
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all Poi t - Benjamin Moore Finish: Eggshe8,
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FINISH NOTES E> PLAN NOTES
1.PAINT WALLS USING TYPE P-1 PAINT THROUGHOUT, i.EXISTING ELECTRICAL PANEL CONDITIONS SHALL
UNLESS OTHERWISE NOTE . BE COORINATE WITH OWNER REQUIREMENTS.
2.PAINT ACCENT WALLS WITH TYPE P-2 PAINT AS 2.TELEPHONE BOARD - 4'x4'x3/4" PAINT GRADE
INDICATED.SEE FINISH SYMBOL/SCRME FOR DETAILS. PLYWOOD, MOUNTED ® 3'-0" A.F.F. SECURED TO
3.P ALL TRIM, DOORS & FRAMES W/ PAINT TYPE WALL STUDS & PAINTED TO MATCH ADJACENT WALLS.
P-4 . SEE FINISH SYMBOL/SCHEDULE FOR DETAILS. 3.METAL MAIL SLOT - MOUNTED ® 2'-0" A.F.F. IN
4. ISH PAINT TO BE INSTALLED IN ACCORDANCE OR NEAR FRONT ENTRY DOOR WITH FINISH TO MATCH
TO THE MFR.'S SPECIFICATIONS AND RECOMMENDATIONS. STOREFRONT. IF DOOR GLASS MUST BE REPLACED,
5.REMOVE EXISTING FLOOR COVERING & WALL BASE CHANGE MUST BE COMPLETED PRIOR TO THE
THROUGHOUT PREMISES AND PREPARE FLOOR TO BE READY INSTALLATION OF THE DR.R GRAPHICS ON THE GLASS,
FOR CARPET, SHEET VINYL AND VC TILE. CHECK WITH Ciffinoncial FOR GRAPHICS
6.PREP ALL FLOORS AS REQUIRED PRIOR TO INSTALLATION INSTALLATION DATE.
OF FLOOR COVERING. 4.EXISTING WOOD SHELVING TO REMAIN
7.CARPET INSTALLER SHALL TAKE EVERY POSSIBLE PRECAUTION 5.DRYWALL HEADER ® 8'-0" A.F.F.
TO PROTECT EXISTING STRUCTURE AND PREVENT SCUFF MARK
ON WALLS DURING CARPET INSTALLATION
WHERE DIFFERENT FLOOR COVERING MATERIALS MEET OR NOTE FURNITURE NOT IN CONTRACT.
CARPETS OF DIFFERENT COLOR MEET AT A DOORWAY, THE ALL FURNITURE SHALL BE PROVIDED &
MATERIAL JOINT SHALL BE AT THE CENTERLINE OF THE DOOR
IN THE CLOSED POSITION. INSTALLED BY OWNER
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FILE: All SHEET
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REFLECTED CEILING
RENOVATION NOTES
1- ALL EXISTING FIRE SPRINKLER HEADS TO PRESERVE,
OTHERWISE NOTED
2- COORDINATE HVAC DIFFUSERS AND RETURN AIR GRILLES
RETURNS RELOCATION WITH NEW HVAC LAYOUT.
3- ALL EXISTING ELECTRICAL INSTALLATIONS TO PRESERVE.
4- COORDINATE ELECTRICAL LIGHTING FIXTURES LOCATION
W/ NEW RCP LAYOUT. REPLACE ALL EXT'G PRISMATIC LENS,
REFER TO ELECTRICAL LIGHTING DRAWINGS FOR DETAILS.
CEILING NOTES
1.GENERAL CONTRACTOR TO DELIVER PREMISES W/ "AS NEW"
2 x 4 ACOUSTICAL CEILING IN T-BAR METAL SUSPENSION
SYSTEMS IN CLOSING ROOM # 101.
2.GENERAL CONTRACTOR SHALL REPLACE ANY CEILING TILES
DAMAGED DURING CONSTRUCTION WITH NEW TO MATCH EXT'G.
LIGHTING NOTES
1.GENERAL CONTRACTOR TO DELIVER PREMISES WITH "AS NEW"
2 x 4 FLUORESCENT LIGHT FIXTURES. FIXTURES TO BE 4
LAMP WITH PRISMATIC ACRYLIC LENS & ENERGY SAVING
BALLAST
2.GENERAL CONTRACTOR TO REARRANGE LIGHT FIXTURES AND
ADD NEW TO MATCH EXISTING AS REQUIRED.
31IGHT FIXTURES SHOULD BE IN SUFFICIENT NUMBER TO
PROVIDE A MINIMUM OF 80 FOOT CANDLES AT DESK HEIGHT
USING WARM FLUORESCENT TUBES.
ISSUE FOR PERMIT
RCP SYMBOLS
E EXISTING
N NEW
R RELOCATED
24X48 ACOUSTICAL
CEILING TILE ON MTL
SUSPENSION SYSTEM.
24X48 LIGHT FIXTURE
E W/PRIPRISMATICIC LENS
EXT'G. 2024 LIGHT FIXTURE7] W/PRISMATIC LENS
E EXT'G. 24 LONG FLUORESCENT
LIGHT FIXTURE SURFACE
MOUNTED W/PRISMATIC LENS
i—f EXISTING EXIT AND EGRESS
LIGHT (2) LAMPS WALL PACK
EXT'G. 24X48 AIR RETURN
E GRILL
NEW 12X12 AIR RETURN GRILL
24X24 AIR SUPPLY DIFFUSER
NEW 12X12 AIR SUPPLY
DIFFUSER
EXT'G. EXHAUST FAN
SPRINKLER HEAD
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PROD NO,. 0404
CAD FILE: Al2
SHEET Na
A1.2
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EXT'G BUIT UP ROOFING.
1. 3-5/8" X 20 GA. GALV. STEEL C-STUDS AT 16" O.C.
2. CONT. 20 GA. GALV.STEEL RUNNER TRACK AT PARTITION
BASE W/MIN. 1"RETURN LEGS, ANCHORED TO FLOOR SLAB
AT 24" C/CV MAX.
3. 1/2" GYP. BIRD. INSTALLED W/1" LONG TYPE S SELF -TAPPING
STEEL SCREWS SPACED AT 8" O.C. ALONG BOARD EDGES,AND A
12" C/C IN FIELD JOINTS IN 4" WIDE GYP. BOARD PANELS
SHALL BE ORIENTED VERTICALLY, AND STAGGERED ON OPPOSITE
SIDES OF WALL ASSEMBLY. HOLD BOT. EDGES OF BOARDS APPR
3/16" ABOVE FLOOR SLAB, FOR SEALANT SPACE. SEAL JOINTS
W/2" WIDE PAPER TAPE & PREMIXED JOINT COMPOUND APPLIED
IN 2 COATS OVER JOINTS & SCREWS. SEAL TOP EDGES OF BRD:
4. REFER TO ROOM FINISH SCHEDULE FOR BASEBOARD AND FINISH
FLOORING REQUIREMENTS.
5. EXISTING CONCRETE FLOOR SLAB.
6. EXISTING WHITE ACOUSTICAL CEILING, IN WHITE T-BAR SUSPENSII
SYSTEM.
eNEW PARTITION
A21 SCALE 3/r =10
NEW NONBEARING WALL (1) LAYER 1/2"
GYPSUM BOARD, BOTH SIDES OF
3-5/8" X 20 GA. GALV. MTL. STUD
SPACING AT 16" O.C.
FIRE CAULK
REMAIN EXISTING LAYERS
FOR NEW FIRE STOP AND
ATTACH 3-5/8" METAL
STUD REINFORCE JOINT
WITH CAULK.
FIRE RATED TRACKING DETAIL
Z SCAIE r =10
REFER TO 1-A3.1
FOR TYP. —
INTERIOR WALL
DETAIL.
ALUMINUM BREAKL METAL
CEIVER, COLOR TO
MATCH EXISTING WINDOW
MULLIONS
DOUBBLE SIDED
NEOPRENE
SPACER,
WNDW FRAMING
GLASS
Ie MULLION INTERFACE DETAIL IA21SCALEP =14*
CARPET, REFER
A1.1 FOR FINISH
DETAILS.
MARBLE
TRANSITION
STRIP f
VCT, REFER TO
A1.1 FOR FINISH
1 /2 i IF DETAILS.
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THRESHOLD DETAIL a NOT USED
SLUE t =10 A21 sc E r = TQ'
ISSUE
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CAD FILE: A21
SHEET NO.
A2.1
WALL THICKNESS
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1/2" GYPSUM WALL —TYP.
PARTITION FINISH AS
SCHEDULED
3 5/8" X20 GA. GALV. METAL
STUDS
3-1/2" BATT INSULATION AS
REQUIRED
16 GA. HOLLOW METAL
FRAME (PAINTED AS
SCHEDULED)
DR HEADER
WALL THICKNESS
1/2"
1/2" GYPSUM WALL —TYP.
PARTITION FINISH AS
SCHEDULED
3 5/8" X 20 GA. GALV. METAL
STUDS
3-1/2" BATT INSULATION AS
REQUIRED
1/2" 16 GA. HOLLOW METAL
FRAME (PAINTED AS
SCHEDULED) _
z H/M DR JAMB
OR AS SCHEDULED
TYPE "A"
11 V4`-f0
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STEEL
PAINTED
FRAME.
ISSUE FOR PERMIT
3'-0" x 6'-8" Hollow core wood Moor. with ADA
Standard keyed lockset hardware. Hardware:
Stainless Steel or Satin Chrome
O W/ paint type "P-4" refer to A1.1 for finishII
to TO details.
DOOR AND HARDWARE SCHEDULE
DOOR
NO.
DOOR
SIZE
DOOR
MATERIAL
DOOR
FINISH
FRAME
MATERIAL
FRAME
FINISH TYPE LOCKSET
FUNCTION
HARDWARE
NOTES
REMARKS
I MG, x EXTG. x EXrG. MG. MG. MG. MG. EXrG. EXrG. EXTG. REMAIN
MAIL SLOT
2 ExrG.xEXrG.x EXrG. EXTG. EXrG. MG. EXTG. EXTG. EXrG. EXTG. TO REMAIN -NEW PAINT
3 EXrQxEXrG.x EXTG. EXT'G. MG. MG. MG. EXTG. MG. MG. TO REMAIN NEW PAINT
4 EXrG. x EXrG. x MG. MC. MG. MG. EXTC. EXrG. MG. EXTG. TO REMAIN NEW PAINT
6 2'-4'.x 6'8'. x 1-3/4' H.C. WOOD PAINT 16 GAM/M. PAINT B STOREROOM 8 NEW PLANT -FIELD VERIFY
6 O'.x 6'8'. x 1-3/4" H.C. WOOD PAINT 16 GA.H/M. PAINT 8 STOREROOM 8 NEW PAINT -FIELD VERIFY
7 3'-Cr x 6'-8" x 1-3/4" H.C. WOOD PAINT 16 GAH/M. PAINT B PASSAGE 8 NEW PAINT
8 1 S-0" x 6'-8" x 1-3/4' H.C. WOOD PAINT 16 GA. H/M. PAINT C PASSAGE B NEW PAINT
LOCKSET FUNCTIONS AND SHALL BE CERTIFIED BY MFR. FOR ADA COMPLIANCE
PUSH BUTTON ENTRANCE/OFFICE LOCK WITH PUSH BUTTON. ANSI FB2. GRADE I, EOUIV. TO SCHLAGE D50PD
TURN/PUSH ENTRANCE LOCK W/ TURN/PUSH BUTTON, ANSI F82. GRADEI, EOUIV. TO SOILAGE D53PD
STOREROOM STOREROOM LOCK, ANSI F86, GRADE 1, EOUIV. TO SCHLAGE O8OPD
PASSAGE PASSAGE LATCH, ANSI F75, GRADE I, EOUIV. TO SCHLAGE DIOS
PRIVACY PRIVACY LOCKSET WITH EMERGENCY ACCESS, ANSI F76, GRADE 1, EOUIV. TO SOILAGE D40S
PUSH/PULL HAGER 30S PUSH PLATES. 3- X 12" X .050" AND HAGER 3G PULL, 3/4' DIA. X 8' X 2-1/4" PROJ. X 1-1/2" CLP
PANIC EXIT L RIM EXIT DEVICE W/ LOCKABLE REENTRY, EOUIV. TO VON DUPRIN TOUCHBAR SERffS 98 W/ TYPE NL NIGHT LATCH AND LEVER OX
PANIC DOT R RIM EXIT DEVICE W/ CONTINUOUS REENTRY, EOUIV. TO VON DUPRIN TOUCHBAR SERIES 98 W/ TYPE BE REENTRY AND LEVER fD6
DOORS AND HARDWARE NOTES
WALL BUMPER AT LOCKSET, EOUIV. TO GLYNN-JOHNSON 50C OR 60C INSTALLED W/ CONCEALED DEADWOOD BLOCKING BEHIND WALL FINISH
eNOT USED
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PROJ NO: 0404
CAD FILL All
SHEET N0:
A3.1
IN
PULL SIDE
DOOR WIDTH X
I PUSH SIDE
54 in. (min.)
1370 mm.
ISSUE FOR PERMIT
O CLEARANCE AT DOORS
A4.1 SCALE = TO
42 in.(min.)
1065 mm.
PUSH SIDE
NOTE: Y=48 in. (1220 mm)
minimum if the door has
both a closer and a latch.
X DOOR WIDTH
4 M .
48 in. (min.)I
HINGE -SIDE APPROACHES - SWINGING DOORS
NOTE: X=36 in. (915 mm)
1220 mm.
If Y=60 in (1525 mm)
X=42 in. (1065 mm)
if Y=54 in.(1370 mm) HINGE -SIDE APPROACHES SWINGING DOORS
PULL SIDE
MIN.)
DOOR WIDTH
18" Minimum.
24" Preferred.
PUSH SIDE
DOOR WIDTH_
a
NOTE: X=12 in.(305 mm.)
If the door has both
closer and a latch.
60 in. (min.)I1525mm. I
X
4 in. min
I610 mm.
41 M R2 in. (min.)
11065 mm.
FRONT APPROACHES SWINGING- DOORS
TE: Y=48 in. (1220 mm.)
If the door has a closer.
FRONT APPROACHES SWINGING- DOORS TYPICAL MOUNTING
r —
PULL SIDE — — — — —
24 in. minimum.
DOOR WIDTH
610 mm.
HEIGHTS
h41 SCALE 3tC = T-Te
LEVER HARDWARE (TYP.)
I
THERMOSTAT
FIRE EXTINGUISHER
y CABINET TYPICAL ELECTRICAL
48 in. (min.)
1220 mm.
I
I
FIRE EXTINGUISHER
BRACKET MOUNTED
SWITCH,DIMMER, ETC.
IE
TYPICAL WALL MOUNTED
LATCH
NOTE: Y=54 in. (1370 mm.)
If the door has a closer.
SIDE APPROACHES SWINGING- DOORS
4' 4'
2'-3" 2-3'
FIRE
EXTINGUISHER
HEIGHTS
DUPLEX ELECTRICAL
NE AND DATA
4' OUTLETS
3'
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PROJ NO: 0404
CAD FU: A4.1
SHEET NO:
A4.1
FIRE PROTECTION NOTES:
1. THE SPRINKLER SYSTEM SHALL BE INSTALLED BY AN APPROVED FIRE SPRINKLER CONTRACTOR
10 MUST SUBMIT COMPLETE FIRE SPRINKLER SHOP PLANS AND HYDRAULIC CALCULATIONS,
SIGNED AND SEALED BY HIS REGISTERED FLORIDA ENGINEER. ALL SYSTEMS SHALL COMPLY
WITH FLORIDA FIRE PREVENTION, 2001 REQUIREMENTS
2. PROVIDE ALL LABOR. MATERIAL, NECESSARY EQUIPMENT AND SERVICES TO COMPLETE THE
FIRE PROTECTION WORK AS REQUIRED, AS SPECIFIED HEREIN OR BOTH.
3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED TO COMPLY WITH THE LATEST LOCAL
CODES, INSURER'S AND AUTHORITIES REQUIREMENTS TO MAINTAIN A FULLY SPRINKLERED
BUILDING CONDITION UPON COMPLETION OF PROJECT BASED ON NFPA-13 REQUIREMENTS
4. CONTRACTOR SHALL FURNISH AND INSTALL HYDRAULICALLY DESIGNED AUTOMATIC FIRE
SPRINKLER SYSTEMS COMPLETE IN ALL RESPECTS CONFORMING TO ALL LOCAL DIRECTIVES,
CODE REQUIREMENTS, OWNER'S BUILDING CRITERIA AND ALL NECESSARY SUBMITTALS TO
OBTAIN OWNER'S INSURER AND LOCAL AUTHORITIES APPROVALS PROVIDE AS -BUILT/
MODIFIED FIRE PROTECTION SHOP DRAWINGS AS REQUIRED.
5. FURNISH ALL NECESSARY EQUIPMENT, LABOR, AND DESIGN EXPERTISE TO DESIGN AND
CONSTRUCT INSTAL"TIONS OF SPRINKLER HEADS, VALVES, SWITCHES, CONTROLS, ALARMS,
TESTING FACILITIES, ETC. TO ACCOMPLISH REOUIRED BUILDING COVERAGES.
6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL OWNER
REOIREMENTS AND LOCAL CODES AND ORDINANCES. MATERIALS SHAH BE NEW AND FREE
OF DEFECTS
7. ALL PIPING SHALL BE SUPPORTED FROM BUILDING IN AN APPROVED MANNER.
B. PIPE SPECIFICATIM
FOR LINES 2 1/2- AND LARGER USE BLACK STEEL SCHEDULE 10 ASTM A 135-73A WITH
ROILED MECHANICAL COUPLINGS AS PER NFPA AND UL APPROVED FOR FIRE SPRINKLER
SERVICE.
FOR LINES 1' TO 7' USE STEEL TFIREADABLf THINWALL PIPE TYPE XL BY AWED TUBE AND
CONDUIT. ASTM A135-732. GRADE B WITH MALLEABLE IRON, 150 PSI BANDED OR CAST
IRON 175 PSI. THREADED. BLACK ANSI B 16.3 OR B 16.4.
FOR UNDERGROUND LINES INSIDE AND OUTSIDE THE BUILDING USE DUCTILE IRON PIPE
CLASS 52 WITH CEMENT LINING, ANSI A21.4.74. USE WITH MECHANICAL JOINT CAST IRON
FITTINGS ANSI A21.10-71, CLASS 250.
SPRINKLER TEST LINES AND DRAIN PIPING SHALL BE GALVANIZED STEEL PIPE, SCHEDULE
40, ASTM A-53-78 GRADE A OR A-135-73A, GRADE A.
9, TEST ALL FIRE SPRD4KLER PIPING AT 200 PSI MINIMUM HYDROSTATIC PRESSURE FOR A
MINIMUM OF 2 HOURS. OR AT 50 PSI IN EXCESS OF THE MAMMUM PRESSURE WHEN THE
MAXIMUM PRESSURE TO BE MAINTAINED IN THE SYSTEM IS IN EXCESS OF 150 PSI.
10. CONTRACTOR SHALL PROVIDE FIRE DEPARTMENT TEST VALVES, ETC. AND PERFORM AND/OR
PAY FOR ALL TESTS INDICATED AND REQUIRED FOR THE FIRE PROTECTION SYSTEMS.
IT. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, INSURANCE
AND TAXES REQUIRED TO INSTALL AND COMPLETE THE FIRE PROTECTION SYSTEMS.
12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS AND
INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION.
13. PROVIDE ALL METERULS AND SERVICES REQUIRED FOR ELECTRICAL TO MAKE FIRE ALARM
SYSTEMS OPERATIONAL AS RELATED TO FIRE SPRINKLER SYSTEM.
14. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.
15. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT FOR PROCESSING PRIOR TO
INSTALLATION.
16. VERIFY ALL DIMENSLONS AND CLEARANCES WITH THE STRUCTURE PRIOR TO ANY FABRICATION
OR INSTALLATION.
17. ALL SPRINKLER HEADS INDICATED ON DRAWINGS PREPARED BY ENGINEER OF RECORD FOR THE
FIRE SPRINKLER SYSTEM ARE FOR COORDINATION PURPOSE ONLY. CONTRACTOR SHALL VERIFY
COVERAGE AND ADD HEADS AS REQUIRED.
18. PROVIDE SPARE HEADS AND WRENCH(ES) IN LOCKABLE METAL CABINET, LOCATE AS DIRECTED
BY ARCHITECT.
19. LOCATE SPRINKLER HEADS SYMMETRICALLY WITHIN EACH AREA. COORDINATE WITH LIGHT
FIXTURES, PLUMBING PIPES AND STRUCTURAL BEANS.
20. HEAVY WIRE GUARDS SHALL. BE PROVIDED FOR SPRINKLER HEADS LOCATED WHERE SUBJECTED
TO BONG ACCIDENTALLY HIT.
21. PROVIDE DEFLECTORS TO KEEP SYSTEM FROM DISCHARGING ON ELECTRICAL PANELS,
EQUIPMENT, ETC.
22. PROVIDE ALL ACCM PANELS, IDENTIFICATION TAGS, AND SIGN, ETC. COORDINATE LOCATIONS
WITH ARCHITECT.
23. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE SUBMIT
DISCREPANCIES AND DIFFERENCES TO ARCHITECT FOR CONSIDERATION AND DECISION BEFORE
PROCEEDING.
24. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE
FOR INSTALLATION OF THE EOUIPMENT AND MATERIALS UNDER CONTRACT AND PROVIDE READY
ACCESSABILITY TO VALVES, SWITCHES, AND OTHER APPARATUS, INCLUDING ANY PART OF THE
SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS.
25. CUT ALL OPENINGS AND CHASES REOUIRED TO ACCOMMODATE THE FIRE PROTECTION WORK,
AND REPAIR ALL FLOORS. WALLS. ETC. DAMAGED BY SUCH CUTTINGS ALL WORK DONE UNDER
THIS HEADING MUST CONFORM IN EVERY RESPECT WITH THE ARCHITECTURAL, STRUCTURAL.,
AND FIRE RATING REQUIREMENTS AND TO FINISH AND QUALITY OF MATERIALS AND
WORKMANSHIP RECURRED OF APPLICABLE TRADES FOR THE BUILDING.
26. SUBMIT SHOP DRA1ENtS OF ALL MATERIALS, EQUIPMENT AND SYSTEMS TO THE OWNER'S
AND TENANTS INSURANCE AGENCIES AND ALL AUTHORITIES HAWK JURISDICTION AND OBTAIN
THEIR APPROVAL AND/OR PERMIT PRIOR TO SUBMITTING THE SHOP DRAWINGS TO THE
ARCHITECT FOR RECORD AND PROCEEDING WITH PROCUREMENT AND INSTALLATION.
27. PROVIDE ADEQUATE HEADROOM AND SPACE FOR INSTALLATION OF PLUMBING PIPES, HVAC
DUCTS PIPING AND EQUIPMENT, LIGHTING, ETC. ALL WORK SHALL BE COORDINATED WITH
ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES WITH OTHER TRADES.
28. PROVIDE PROTECTION FOR HEADS AND SYSTEMS DURING COURSE OF WORK BY OTHER
TRADES. REPLACE ANY DAMAGED HEADS AND EQUIPMENT PRIOR TO ACCEPTANCE OF
SYSTEMS.
29. GENERAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR SHALL EACH GUARANTEE ALL
FIRE PROTECTION SYSTEM MATERIALS AND WORKMANSHIP FREE FROM DEFECT FOR A PERIOD
OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.
SECTION A -A
SYSTEM No W-L-2098
UL ASSEMBLY DESIGN FOR THROUGH
PENETRATION FIRESTOP (FOR PVC PIPE
PENETRATING FRAME WALL)
Through -Penetration F-reslop Systems
Guide Information
System No. W-L-2098
January 03. 1997
F Ratings 1 and 2 Hr (See Item 1)
T Ratings 1 and 2 Hr (See Item 1)
L Rating At Ambient Less Than I CFM/Sq Ft
L Rating At 400 F 4 CFM/Sq Ft
1. Wall Assembly The fire -rated gypsum wallboard/stud wall assembly shall be
constructed of the materials and in the manner specified in the individual U300 or
U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall
Include the fallowing construction features:
A. Studs Wall framing may consist of either wood studs or steel channel studs Wood
studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steal studs to be min
2-1/2 in. wide and spaced max 24 in. OC.
B. Gypsum Board' 5/8 in. thick. 4 It wide with square or tappered edges The gypsum
wallboard type, thickness, number of loyem fastener type and sheet orientation shall
be as specified in the Individual Wall and Partition Design. Max diam of opening is
4-3/8 in.
The hourly F and T Ratings of the freslap system are equal to the hourly five rating
of the wall assembly in which it is installed.
2. Through Penetrants One nonmetallic pipe installed within the frestop system. Pipe
to be rigidly supported on both sides of floor or wall assembly. The space between
pipe and periphery of opening shall be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly
supported on both sides of the floor or wall assembly. The following types and sizes of
nonmetallic pipes may be used:
A Polyvinyl Chloride (PVC) Pipe Nam 2 in. diam (or smaller) Schedule 40 PVC pipe far
use in dosed (process or supply) piping system.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 2 in. diam (or smaller) SDRI7 CPVC
pipe for use in dosed (process or supply) piping systems.
3. Fill, Void or Cavity Molerials$ Sealant Installed to completely fill the annular space
between the pipes and gypsum wallboard an both sides of wall. HILT) CONSTRUCTION
CHEMICALS, DIV OF HILTI INC FS611A or FS-One Sealant
Note: L Ratings apply only when FS-ONE Sealant is used).
Bearing the UL Classification Marking
ISSUE FOR PERMIT
SECTION A -A
SYSTEM No W-L-1085
UL ASSEMBLY DESIGN FOR THROUGH
PENETRATION FIRESTOP (FOR SLEEVES PIPE
OR CONDUIT PENETRATING FRAME WALL)
Through -Penetration FPestop Systems
Guide Information
System No. W-L-1085
November 24. 1999
F Ratings 1 and 2 Hr (See Item 18)
T Rating 0 Hr
L Rating Al Ambient Less Than 1 CFM/Sq Ft
L Rating Al 400 F 4 CFM/Sq Ft
1. WWI Assembly The I or 2 hr fire -rated gypsum wallboard/stud wall assembly shall
be constructed of the materials and in the manner specified in the individual U300 or
U400 Series Wall and Partition Designs in the 111 Fire Resistance Directory and shall
include the following construction features.
A Studs Wall framing may consist of efther wood studs or steel channel studs Wood
studs to consist of norm 2 by 4 in. lumber spaced 16 in. OC. Steal studs to be min
2-1/2 in. wide and spaced max 24 in. OC.
B. Cypsum Board* 5/8 in. thick. 4 N wide with square or tapered edges. The gypsum
wallboard type, number of layers, fastener type and sheet orientation shall be as
specified in the individual Wall and Partition Design. Max d'om of opening is 13-1/4 in.
Diam of circular opening at through gypsum wallboard on each side of wall assembly
to be min 1/4 in. to max 1/2 in. larger than outside diam of through penetrant (Item
2). The hourly F Rating of the frestop system is equal to the hourly fire rating of the
wall assembly in which it is installed.
2. Through Penetrants One metallic pipe, conduit or tubing to be installed either
concentrically or eccentrically within the frestop system. Pipe, conduit or tubing to be
rigidly supported on both sides of wag assembly. The annular space between the
through -penetrant and the periphery of the opening shall be min 0 in. to max 1/4 in.
The following types and saes of metallic pipes, conduits or tubing may be used:
A. Sled Pipe Nom 12 in. d'am (or smaller) Schedule 10 (cur heavier) sled pipe.
B. Iran Pipe Nom 12 in. dam (or smaller) cast or ductile iron pipe.
C. Conduit Nom 6 in. diem (or smaller) sled electrical metallic tubing or steel conduit.
D. Copper Tubing Nom 6 in. d'am (or smaller) Type L (or heavier) copper tubing.
E. Copper Pipe Nam 6 in. diam (or smaller) Regular (or heavier) copper pip&
3. Fill, Void or Cavity Material* Sealant Fill material to be forced into the annulus to
maximum extent possible- Additional fill material to be installed such that a min 1/2
in. crown is formed around the penetrating item and lapping 1/4 in. beyond the
periphery of the opening. MLTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS-One
Sealant
Bearing the UL Classification Working
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PROJ NO: 0404
CAD FILE FP-1
SHEET NO:
FM
ELECTRICAL & EQUIP. SYMBOLS/SCHEDULE
ITEM DESCRIPTION ITEM DESCRIPTION
MCC MAESTRO Communications Center
Terminal box for 120V, 15A dedicated line for
outdoor sign, located on back of fascia within
3-4 ft. of sign. Time device by electrical panel.
Electrical Panel 24 Hour Timer Device for Storefront Sign.
E.P.
Line Printer a 48
Telephone Outlet Junction Box for voice line.
Wall mounted at 48" above finish floor.
F Fax Machine
Information Outlet — junction box w pull string
ring. May be used for voice, data, fax,
modem, or any combination thereof. Cover plate
jacks provided by cable vendor. C Copy Machine
Exit light.
q0=
Typewriter Building standard 2 x 2, 2 tube fluorescent fixture.
eE Existing outlet to remain. Building standard 2 x 4, 4 tube fluorescent fixture.
e Single receptacle; 2P, 3W, 20A, 125V O Recessed Down Light 6" Aperture, block
eIG Single receptacle, Isolated ground (IGO) Exhaust Fan
e D Single receptacle, Dedicated 1=:? Emergency light.
2P3W20A125V Duplex receptacle; LightSwitch: Commercial LEVITON"Decora"
Rocker Switch
Single Switch: 632-
5621-2WS Double Switch: 642-
5634—WSP Three Combo Switch:
632-1755—WSP Color: White IG
Duplex receptacle,
Isolated Ground (IGO) Q42 Duplex receptacle,
mounted @ 42 above finished floor. eGFI
Duplex receptacle
w/ Ground Fault Interrupt Air supply diffuser Double duplex outlet
with common faceplate. Air return diffuser IG Double duplex
outlet, Isolated Ground (IGO) eT Thermostat Special outlet; poles
wires, voltage & ampereage per NEMA specifications.
Existing Sprinkler Head Electrical junction for
hardwiring systems furniture counter. Provide (8)
wire & (4) circuits to tie into furniture panel wires.
R Relocated Sprinkler
Head
ISSUE FOR PERMIT
DEMOLITION AND RENOVATION
NOTES: A.REMOVE ALL
EXISTING, CONDUITS,WIRES, FIXTURES AND SUPPORTS NOT USED. PROVIDE NEW CONDUITS,
WIRES AND _ CONNECT TO EXISTING
INSTALLATIONS AND ELECTRIC PANELS. C. DUE TO
LIMITED CEILING SPACE RUN SUPPLY AND RETURN DUCTWORK TO AVOID
RECESSED LIGHTS SEE CEILING HEIGHT AS INDICATED. COORDINATE
LIGHTING LAYOUT WITH PURPOSED DUCT LAYOUT. D. RE -WIRE
LIGHTING CIRCUITS AS REQUIRED. E. FIRE STOP
PENETRATION IN FIRE RATED WALLS SHALL BE IN ACCORDANCE WITH UL DESIGN.
REFER TO SHEET # FP-1 FOR DETAILS ELECTRICAL NOTES 1.
PROVIDE PREMISES
WITH 200 AMP ELECTRICAL SERVICE INCLUDING SEPARATE PANEL METER FOR NEW
DEMISED SPACE. 2. OUTLETS & JUNCTION
BOXES SHOWN INDICATE THE FINAL DESIRED LOCATION. SHOULD THEY ALREADY EXIST
AS SHOWN, THEY SHALL BE REUSED. 3. ADJACENT IG
DUPLEX OUTLETS & STANDARD DUPLEX OUTLETS MAY BE COMBINED IN A COMMON QUADRAPLEX. 4.
RECEPTACLE HEIGHT
SHALL BE 18" A.F.F. UNLESS REQUIRED OTHERWISE BY BUILDING CODES. 5. ALL
ISOLATED
GROUND OUTLETS SHALL BE HUBBLE OR ARROW HART 1G-5351, 1G-5362 OR EQUIVALENT, COLOR
CODED ORANGE WITH BUILDING STANDARD COVER PLATE & HAVE A 3rd WIRE
ISOLATED GROUND. 6. THE ISOLATED
GROUND OUTLETS (IG) FOR THE MAESTRO COMMUNICATIONS CENTER (MCC) THE FRONT RECEPTION
COUNTER & THE (2) LASER PRINTERS (LP) SHALL BE ON ITS OWN INDEPENDENT CIRCUIT.
7. ALL OTHER
IG OUTLETS TOTALING 6 OR LESS SHALL BE ON A SECOND CIRCUIT. OUTLETS IN EXCESS OF
6 SHALL BE ON A 3rd CIRCUIT. 8. ALL ELECTRICAL
CIRCUITS SHALL BE CLEARLY LABELED ON THE ELECTRICAL PANEL. 9. OUTLETS SITUATED
IN THE SAME STUD CAVITY MUST BE PROPERLY INSULATED TO ATTENUATE SOUND. BACK TO
BACK OUTLETS ARE NOT ALLOWED. 10.ALL ELECTRICAL
CIRCUITS AND CONDUIT SHALL RUN CONCEALED WITHIN WALL STUD CAVITIES, SURFACE MOUNTED WIRE
MOLD IS NOT ACCEPTABLE UNLESS AUTHORIZED BY OWNERL 11.INSTALL TIMER
FOR EXTERIOR SIGN AT LOCATION SHOWN 12.GENERAL CONTRACTOR
TO INSTALL THE SIGN CIRCUIT WITH A DEDICATED GROUND WIRE TO ACCOMMODATE THE GROUND
FAULT TRANSFORMER USED FOR THE Ciffinancial EXTERIOR SIGN. 13.GENERAL CONTRACTOR
TO INSTALL SIGN TERMINAL BOX BEHIND FASCIA IN CENTER OF STOREFRONT IF NOT
ALREADY EXISTING. 14.SHALL BE
RESPONSIBLE FOR CONNECTING SIGN TO SIGN CIRCUIT. PLEASE COORDINATE WITH Ali Fad[ ® 321.
727.9966 REGARDING INSTALLATION DATE INSTALLER. 15.GENERAL CONTRACTOR
TO INSTALL .TELEPHONE BOARD— 4'X4'X3/4" PAINT GRADE PLYWOOD, MOUNTED ® 3'-0"
A.F.F. SECURED TO WALL STUDS & PAINTED TO MATCH ADJACENT WALLS. DATA NOTES 1.
DATA OUTLETS
SHOWN INDICATE THE FINAL DESIRED LOCATION SHOULD THEY ALREADY EXIST AS SHOWN, THEY
SHALL BE REUSED. 2. ALL DEDICATED
PHONE LINES SHALL HAVE A LINE NUMBER WRITTEN ON OUTLET COVER PLATE. DATA LINES TO
HAVE CIRCUIT NUMBER WRITTEN ON COVER PLATE. 3. GANG POWER,
TELEPHONE AND DATA OUTLETS AS CLOSELY AS POSSIBLE TOGETHER AND IN NO CASE MORE
WIDELY SPACED THAN 6" ON CENTER. 4. ALL CONDUIT,
MAESTRO LAN CABLE & TELEPHONE CABLE SHALL RUN CONCEALED WITHIN WALL STUD CAVITIES, SURFACE
MOUNTED WIRE MOLD IS NOT ACCEPTABLE UNLESS AUTHORIZED BY Ciffinancial. 5. Ciffinancial'
s
VOICE & DATA CABLE VENDOR TO PROVIDED AND INSTALL MAESTRO CAT5 LAN GABLE. LIGHTING
NOTES 1.
GENERAL CONTRACTOR
TO DELIVER PREMISES WITH "AS NEW" 2 x 4 FLUORESCENT LIGHT FIXTURES. FIXTURES TO
BE 4 LAMP WITH PRISMATIC ACRYLIC LENS & ENERGY SAVING BALLAST 2.GENERAL CONTRACTOR
TO REARRANGE LIGHT FIXTURES AND ADD NEW TO MATCH EXISTING IF REQUIRED. 3.LIGHT
FIXTURES
SHOULD BE IN SUFFICIENT NUMBER TO PROVIDE A MINIMUM OF 80 FOOT CANDLES AT DESK
HEIGHT USING WARM FLUORESCENT TUBES. 4.GENERAL CONTRACTOR
TO INSTALL EXIT LIGHTS AND EMERGENCY LIGHTS AS SHOWN ON PLAN AND REQUIRED BY
APPLICABLE BUILDING CODE 6.LIGHTING SHALL
COMPLY WITH APPLICABLE BUILDING CODE REQUIREMENTS. a o o
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NO. E1.1
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CONNECT T
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EXISTING
ELECTRICAL
PANEL
LOCATION
GPOWER PLAN IVI6`- r
eLIGHTING PLAN
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CAD ME:
SHEET NO:
E1.2
ADD. NEW ADD. NEW
I IV/l,-. 19V 1L)
1.GENERAL CONTRACTOR DELIVER PREMISES WITH
AS NEW" HVAC SYSTEM PROVIDING 1 TON PER
400sq. ft. IN GOOD WORKING ORDER AND TO
APPLICABLE BUILDING CODE
2.GENERAL CONTRACTOR WILL LOCATE HVAC SUPPLY
RETURN DIFFUSERS AS SHOWN AND AS REQUIRED
TO PROVIDE ADEQUATE VENTILATION IN ALL SPACES
PER ALL APPLICABLE CODES.
lVENTILATION SHALL COMPLY WITH APPLICABLE
BUILDING CODE REQUIREMENTS.
4.ALL CEILING PLENUM MATERIALS THAT ARE VISIBLE
THROUGH AIR GRILLS TO BE PAINTED FLAT BLACK.
ISSUE FOR PERMIT
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CAD ME: Mll
SHEET NO,.
M1.1
HVAC GENERAL REQUIREMENTS
FLORIDA MODEL ENERGY CODE FORMS FOR THIS PROJECT HAVE BEEN FILED
IN THE BUILDING DEPARTMENT.
HVAC DESIGN IS CONCEPTUAL ONLY, AND ILLUSTRATES SYSTEM CONFIGURATION(S)
WHICH ARE GENERALLY FEASIBLE. HVAC CONTRACTOR SHALL CONFIRM SYSTEM
DESIGN AND COMPONENT SIZING, AND SHALL ADAPT THE DESIGN TO ARCHITECTURAL
AND STRUCTURAL CONDITIONS IN THE FIELD. WHERE REWIRED, HVAC CONTRACTOR
SHALL PROVIDE FOR RE -SIZING AND/OR RELOCATION OF COMPONENTS IN THE FIELD,
TO ACHIEVE SUCCESSFUL INSTALLATION, AND TO PROVIDE ADEQUATE FIELD
CLEARANCES FOR MAINTENANCE AND SERVICE. HVAC CONTRACTOR SHALL
PROVIDE ALL NECESSARY OFFSETS, RISERS, TRANSITIONS, ETC. (WHETHER OR NOT
INDICATED ON DRAWINGS). FINAL SIZING AND CONFIGURATION OF DUCTWORK SHALL
BE THE SOLE RESPONSIBILITY OF THE H.V.A.C. CONTRACTOR.
DESIGN CRITERIA FOR DUCTWORK (PER DUCT SIZING CHART)-
OX STATIC PRESSURE FOR SUPPLY DUCTWORK.
0.05' STATIC PRESSURE FOR RETURN DUCTWORK.
ALL DUCTWORK SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE
WITH LATEST S.M.A.C.N.A. STANDARDS AND NFPA 90A.
DUCTWORK MATERIALS AND INSTALLATION:
RIGID TRUNK LINES IN AIR-CONDITIONED SPACE -
MIN. 1-1/2" THICK R-6 FIBERGLASS DUCT BOARD, OR
24 GAUGE GALV. SHEET METAL W/ R-4 OUTSIDE WRAPPED FIBERGLASS INSULATION.
PROVIDE JURNNG VANES IN ALL TRUNK LINE ,UNCTIONS, AND IN ALL BENDS SHARPER
THAN 135 DEGREES.
RETURN PLENUM AND LAST 6' OF RETURN TRUNK LINES SHALL BE ACOUSTICALLY LINED.
FLEXIBLE DUCTWORK IN AIR-CONDITIONED SPACE (15' MAX. LENGTH):
STEEL WIRE REINFORCED, FOIL LINED FLEX DUCT W/ MIN. R-4 INSULATION, U.L 181,
CLASS 1. SUPPORT FLEX DUCT AT 6' MAX. WITH 3-1/2' WIDE FLAT METAL STRAPS.
DO NOT BEND FLEX DUCT AT A RADIUS GREATER THAN 1.5 TIMES DUCT DIAMETER.
FURNISH OWNER W/ 2 COMPLETE EXTRA SETS OF FILTERS).
HVAC CONTRACTOR SHALL SELECT OR OTHERWISE DETERMINE THE SIZE OF ALL
SECTIONS OF DUCTWORK UTILIZING THE DUCT SIZING CHART PROVIDED. CFM CAPACITY
FOR EACH SECTION OF DUCTWORK SHALL BE AS SHOWN ON THE HVAC PLAN.
DUCT ORIENTATION MAY BE EITHER VERTICAL OR HORIZONTAL_ SUBJECT TO LIMITATIONS
OF AVAILABLE SPACE, AND REQUIREMENTS FOR CONNECTIONS AND INTERSECTIONS.
WHERE ROUND DUCT INTERSECTS RECTANGULAR DUCT, THE FACE OF THE RECTANGULAR
DUCT SHALL BE AT LEAST 2' LARGER THAN THE DIAMETER OF THE ROUND DUCT MEETING IT.
THE DUCT SIZING CHART SHOWS NET INTERIOR DIMENSIONS, NOT INCLUDING INSULATION.
UNLESS CONSTRAINTS ARE PRESENT, DUCTS SHALL NOT EXCEED A W/D RATIO OF 3/1.
DIAMETER OF ROUND DUCTS MAY BE INCREASED BY 1' FROM SIZES SHOWN ON CHART, DUE
TO LIMITATIONS IN AVAILABILITY OF MANUFACTURED ROUND DUCT SIZES.
DUCT SIZES MAY BE INTERPOLATED BETWEEN SIZES SHOWN ON CHART.
BALANCING DAMPERS:
AT EVERY BRANCH IN SUPPLY AND RETURN TRUNK LINES, PROVIDE A MANUALLY
ADJUSTABLE BALANCING DAMPER.
AT EVERY FLEX DUCT CONNECTION TO TRUNK LINE, PROVIDE A TAB COLLAR WITH A
MANUAL BUTTERFLY DAMPER.
PROVIDE A MANUAL BALANCING DAMPER AT EVERY OUTSIDE AIR INTAKE DUCT.
DO NOT ATTEMPT TO BALANCE SYSTEM AT DIFFUSER FACES.
SPIN -IN FITTING WITH AIR
SUPPLY AIR DUCT [--SCOOP AND MANUAL VOLUME DAMPER.
MIN. 1' WIDE
DUCT HANGER
STRAP. SECURE
TO STRUCTURE
ABOVE
DUCT SHALL EXTEND STRAIGHT FOOT OFGSUPPORTR
FOR SEVERAL INCHES FROM A BRACING ____/
CONNECTION BEFORE BENDING
FLEXIBLE DUCT
REFER TO PLANS
OR SIZE)
FLEXIBLE DUCT SUPPORT DETAIL
NOT TO SCALE
GENERAL-
H.V.A.C. CONTRACTOR SHALL PROVIDE ON -SITE FINAL TESTING AND BALANCING OF H.V.A.C. SYSTEMS
APPROX. 30 DAYS AFTER OCCUPANCY OF BUILDING BY OWNER. H.V.A.C. CONTRACTOR SHALL BE
ON CALL TO PROVIDE ADDITIONAL TESTING AND BALANCING OF SYSTEM TO ACHIEVE OPTIMUM COMFORT
FOR THE OWNER, FOR A PERIOD OF ONE YEAR AFTER OCCUPANCY (I.E. BALANCE THROUGHOUT
4 SEASONS).
ALL HVAC COMPONENTS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MFR.'S PRINTED
INSTALLATION AND MAINTENANCE LITERATURE. COMPONENTS REQUIRING PERIODIC MAINTENANCE
I.E. MOTORS. DAMPERS. BEARINGS, FILTERS, ETC.) SHALL BE INSTALLED SO AS TO PERMIT ACCESS FOR
SERVICE WITHOUT DAMAGE OR ALTERATION TO THE BUILDING STRUCTURE. FINISHES OR OTHER EQUIPMENT.
INSTALL THERMOSTATS, FANS INTERLOCK RELAYS, MOTOR STARTERS, CONTROL WIRING, ETC. AS REOUIRED
FOR A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE COMPLETE TESTING AND TROUBLESHOOTING
OF ALL COMPONENTS AND SYSTEMS. SECURE FOR THE OWNER ALL STANDARD WARRANTIES, AND
EXTENDED WARRANTIES WHERE AVAILABLE FOR COMPRESSORS, HEAT EXCHANGERS AND OTHER KEY
COMPONENTS. FURNISH OWNER WITH OPERATION AND MAINTENANCE LITERATURE, AND ON -SITE
INSTRUCTIONS.
HVAC CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY AGAINST DEFECTS W MATERIALS, DESIGN,
INSTALLATION OR WORKMANSHIP COVERING ALL HVAC COMPONENTS AND SYSTEMS.
DIFFUSERS AND GRILLS:
SUPPLY DIFFUSERS FOR 24' X 24' LAY -IN CEILINGS SHALL BE EOUIV. TO PERFORATED GRILLS OR
ALTERNATE UPGRADE: TITUS . 'TDC-AA' PROVIDE 2-WAY, 3-WAY.OR 4-WAY CONFIGURATION
AS SHOWN.
SUPPLY DIFFUSERS IN GYP. BOARD WALLS OR CEILINGS SHALL BE EQUIV. TO
TITUS '250-AA' WITH ADJUSTABLE MULTI -SHUTTERS.
RETURN DIFFUSERS FOR 24' X 24' LAY -IN W/ 1' REMOVABLE FILTERS
DUCT SIZING CHART
SUPPLY CFM'S
0 .1' S.P.
ROUND
O
SQUARE
El
RECT 1.5/1
O
RECT 2/1
O
RECT 2.5/1
O=
RECT 3/1 RETURN CFM'S
0 .05" S.P.
0- 40 4'0 4 x 4 4.5x3.5 5.5x3 N/A N/A 0-25
41 - 70 5' 0 4.5x4.5 5.5x4 6.5x3 N/A N/A 26-45
71-110 6'0 5.5x5.5 6 x 5 7x4.5 N/A N/A 46-75
111 - 160 7' 0 6.5 x 6.5 7.5x 5.5 8 x 5 9 x 4.5 11 x 4 76 - 110
161 - 225 8' 0 7.5x7.5 9 x 6 11 x5 13x4.5 15x4 111 -160
226 - 310 9' 0 8.5 x 8.5 10 x 7 12 x 6 13 x 5.5 15 x 5 161 - 220
311 - 410 10' 0 9.5 x 9.5 11 x 8 13 x 7 15 x 6 17 x 5.5 221 - 290
411 -540 W0 10x10 12x8.5 14x7.5 17x6.5 j 19x6 291 -375
541 -660 12'0 11 x I1 13x9.5 16x8 18x7 20x6.5 376-465
661 - 840 13' 0 12 x 12 14.5 x 10 17 x 8.5 20 x 7.5 22 x 7 466 - 580
841 - 1020 14' 0 13 x 13 15 x 11 18 x 9.5 21 x 8.5 124 x 7.5 581 - 700
1021 - 1220 15" 0 14 x 14 17.5 x 12 20 x 10 22.5 x 9 26 x 8 701 - 845
1221 - 1450 16' 0 15 x 15 18 x 12.5 21 x 10.5 24 x 9.5 28 x 8.5 80 - 1000
1451 - 1690 W 0 15.5x15.5 19 x 13 22 x 11 25 x 10 29 x 9 1001 - 1160
1691 - 1980 18' 0 16.5x16.5 20 x 14 23 x 12 26 x 11 30 x 10 1161 - 1380
1981-2300 19'0 17.507.5 21x15 25x13 28x12 31x10.5 1381-1600
2301 - 2600 20' 0 18.508.5 22 x 16 26 x 14 30 x 12.5 33 x 11 1601 -1800
2601 - 2950 21" 0 19.5x19.5 22.5 x 17 28 x 14 31 x 13 35 x 12 1801 - 2040
2951 - 3200 22" 0 20.5x20.5 24 x 18 30 x 15 32 x 14 37 x 12 2041 - 2310
3201 - 3600 23- 0 1.5x21.5 26 x 18 31 x 15.5 33 x 14.5 38 x 13 2311 - 2600
3601 - 4100 24' 0 22.5x22.5 27 x 18.5 32 x 16 34 x 15 40 x 13.5 2601 - 2880
12 GAUGE WIRE OR 22 GAUGE
VOLUME DAMPER (TYPICAL) STRAP HANGER. FASTEN TO
STRUCTURE ABOVE
F8ERGLAS DUCT
EY- MINIMUM 1 1/2- 22 GAUGE C.
DUCT SUPPORT IC MAX
FROM COLLAR FROM
IN FLEX
2' GATT INSULATION WITH
VAPOR BARRIER OUT
MINIMUM R=6.0
DIFFUSER. REFER /
TO PLANS FOR NECK SIZE
UL 181. CLASS 1, R-6
FLEXIBLE DUCTWORK
SECURE INNER DUCT TO
DIFFUSER NECK USING
SEALER AND PANDUIT STRAP
SECURE INSULATION TO OUTER UNER
ON FLEX USING SCRIM FOIL TAPE
TO MAINTAIN VAPOR BARRIER.
CEILING (BY OTHERS)
ISSUE FOR PERMIT
FLEXIBLE DUCT
METAL DRAW BAND
VOLUME DAMPER
EXPOSED DAMPER HANDLE OUTSIDE
OF THE INSULATION AND PAINT
BRIGHT YELLOW
BELL MOUTH BUCKLEY
AIR TIGHT FITTING
HOTES:
1. ALL DIFFUSERS AND SUPPLY GRILLES
SHALL HAVE THIS CONNECTION.
2. ANY OTHER TYPE OF CONNECTION
WILL BE REJECTED.
3. INSULATE ALL METAL DUCT UP TO
THE FLEXIBLE DUCT AND OVERLAP
INSULATION TAPING IT WITH METAL
TAPE.
TYPICAL DIFFUSER/GRILLE
DUCT CONNECTION DETAIL
NOT TO SCALE
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PRODNO:
0404 CAD FILE:
MU SHEET NO:
M1.2