3776 Orlando Dr -BC04-002641 - DOCUMENTSk.
PERMIT ADDRESS
CONTRACTOR "0 (-%y r,--Q/
ADDRESS
PHONE NUMBER
PROPERTY OWNER
PHONE NUMBER tA(-'1 kA Lk (7
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
PERMIT # CA DATE
PERMIT DESCRIPTION
ZU
PERMIT VALUATION
SQUARE FOOTAGE y l\ \ 4
COUNTY OF SEMIUMT. I = IMPACT FEE STATEMENT S
STATEMENT NUMBERi 04100009 DATE: July 23, 20 A
BUILDING APPLICA 0 04-1000091'0
I BUILDING PERMIT NUMBER: 04-10000910 C`Ty ?6OP ?Qv
I UNIT ADDRESS: ORLANDO DR S 3776 i'1-20-30-300-018B-0000
I TRAFFIC ZONE:022 JURISDICTION:'
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
I PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER
I APPLICANT NAME: SELLERS JOHN
6RLANDOADDRESS: 3776 S DR SANFORD FL 32773
I LAND USE: TIRE CITY
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIALNOTES: TIRECITY*IMPACTFEECREDITAPPROVED
BY COUNTY ENGINEER/ddb
IFEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS -ARTERIALS CO -WIDE ORD
Cara a/Auto RRepair 1,873.00 2.219
ROADS -COLLECTORS NORTH ORD
1000gsft 4,156.18
Garage/Auto Repair 379.00 2.219
ROADS -ARTERIALS CO -WIDE ORD
1000gsft 841.00
Werehousin * 358.00. 1.050
ROADS -COLLECTORS NORTH ORD
1000gsft 375.90
Warehous 72.00 1.050 1000gsft 75.60ng*
I ROADS -ARTERIALS CO -WIDE ORD
Retail < 50K Square Feet* 2,963:00 .458
ROADS -COLLECTORS NORTH ORD
1000gsft 1,357.05
Retail < 50K Square Feet* 600.00 .458 1000gsft 274.80
ROADS -ARTERIALS CO -WIDE ORD
Office < 100K Square Feet 1,545.00 .360 1000gsft 556.20
ROADS -COLLECTORS NORTH ORD
Office < 100K Square Feet 312.00 .360
jIFIRE RESCUE N/A
1000gsft 112.32
I LIBRARY N/A
00
I SCHOOLS N/A
00
I PARKS N/A _ _
00 ..-
LAW ENFORCE N/A
00
I DRAINAGE N/A
00
CREDIT. FEES:
00
SCI ROAD ARTERIALS
2,103.00 1.000ISCImROAD 1000sgft 2,103.00- COLLECTORS NORTH
I Impact Fee Credit 426.00 1.000 426.00-
AMOUNT DUE, 5,220.05
STATEMENT
5IRECEIVEDBY: S I GNATURE :
PLEASE PRINT NAME)
DATE:
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY
ENSURE
OWNER AND-
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT
I
2-FINANCE 4-LAND MANAGEMENT
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UIRER THE
SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
I PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWN,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY -FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE,
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED,
FROMTHE 1101 EAST FIRST STREET, FLPLAN327MPLEMENTATION7OFFICE:
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
I BUILDING DEPARTMENT
1101 EAST FIRST STREET
I SANFORD, FL 32771,
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBER'AT THE t0P LEFT OF,T.HI-S STAT MENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
5$1JED WITHIN 60 CALENDAR DA _E_$ECEjy j.Ur.NATURE_IlATE_AR yE----
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
HONE # 407-302-1091 * FAX #: 407-330-5677
DATE: 6 PERMIT #: di s) (OA
BUSINESS NAME / ROJECT: V26 z/-x,_
ADDRESS:
PHONE 8 4_V, NO.:_
CONST. INSP. [ ] C / O INSP. j ] REINSPECTION [ 1 PLANS REVIEW
F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ J BURN P MIT [ ]
TENT PERMIT f ] IL TANK PERMIT [ ]
TOTHERTOTALFEES: $ v PER UNIT SEE BELOW)
COMMENTS: 4e
P lri.
Address / Bldg. # / Unit # Sguare Footage Fees per Bldg. / Unit
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11,
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 I
will comply with all applicable codes and ordinances
e City of Sanford, Florida7-7
Applicant's Signature —
r.
CITY OF SANFORD PERMIT APPLICATION
Permit # :&` 4 Date: _
Job Address: --) 1
Description of Work: : r-,r P Ak-.st,(`'-cam-2.N a
Historic District: Zoning:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS 00 dition/Altemtion Change of Service Temporary Poler
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. 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 Industrial Total Square Footage: V9 I L_
Construction T e: # of Stories: # of Dwelling Units: (FEMA form required for other than X) yp .-, g _ Flood Zone:
Parcel #:
Owners Name &
Contractor No
Phone & Fax:
aL
Attach Proof of Ownership & Legal Description)
Phone: L\!Z!w--) — — k-k 4
Bonding Company:
Address:
Mortgage Lender: ••
Address: - ••,
ArchitecV'Engineer: [. .,% Phone:
Address: I - Fax,
Application is hereby made to obtain a permit to do the worst and installations as indicated. 1 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. 1 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
construction and zoning. 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.
AccepgSi P--'fO.rlAg.nte '
cation that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
UN
CI)ate Signature of Contractor/Agent
hk"1 e l l e r
Owner ge 's-Name 1
ignature of Note -fate of FI rich Date 40f
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
loll P. Gotahm
Owner/Agent is _ Personally Known to Me4r— Cont /
t
m Take or ^-- -
Prednesd IB C a or
10116
41•
APPLICATION APPROVED BY: Bldg:t d Zon- D Utilities: FD: `/
Initial & Date) nitial & Date) (Initia & te) (I al & D e)
Special Conditions:
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMS
An owner of property making application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State law requires electrical contracting to be done by licensed electrical contractors. You have applied
for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to
act as vour own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction costs of which are under $25,000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within 1 year after the construction is complete, the
law VVIII presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. It is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances.
do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
alloyed by law on the permitted structure.
Q -yQoy
Ov PnerBuilder Signature Dale
1r., Sellers
Print Owner/Builder Name
f drV C-
ignaturc or Notary -St to or Florida Date C
Owner is Pcrsonalk Known to Me w 4ws
iv"'', Ion P. Gutaftoj-"tl
2911111 Dr_ 3. an
r :C mm4dart#DlD06B6f1
os
yr„h•• AdEft Swift co, hr.
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, D )a, Se It e vs , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
O erBuilder Signature Date
r>4.r, Sellers,
Print Owner/Builder Name
tSignaturleof Notary—Sta of F orida Date
Owner is Personally Known to Me eFl*s-
q
r'"'f,, Jon P. Gustafson
y Camm(sdM I im NMI
5.•
B=A 1b u
s AdWN& Bmft Co, I=
Permit No.
State of Florida
County of Seminole
MARYANNE MORSE, CLERK OF CIRCUIT COURT
NOTICE OF COMMENCEME'IWINOLE COUNTY
BK 05371 PG 1479
E Rf lqo.# 20041051 17
CORDED 07/0672004 09iouiou
RECORDING FEES 10.00
RECORDED BY t holden
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of the property and street address if available)
V
2. General description of improvement:
3. Owner information
a. Name and address y h S l Lct `Z,1 1 rn r .,r a z -4- Sa,. , r a , c .1
4Rr
b. Interest in property cj,.r = ,,41i• f «h.;''h,
c. Name and address of fee simple titleholder (if other than Owner)
4. Contractor
a. Name and address O lJ P
b. Phone number L-lsl - c_ '--A ' - `t 1'l" h Fax number
5. Surety
a. Name and address
OF CIRCUIT COtlRTA-:
b. Phone number Fax number
c. Amount of bond
6. Lender
a. Name and address
b. Phone number Fax number
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1) a 7., Florida Statutes: .
a. Name and address ('
2 r
b. Phone number -- z Fax humber
8. In addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 ye the date of recording unless a different
date is specified)
f f
ignature of Owner
Sworn to (or affirmed) and subscribed before me this day of —Sy /Y f— , 20 O q , by
311S P 6its T 8 Ffo d Personally
Known ' Jon P. GUStdi n' Cmnisdw #
DD 0601 C'
c &&a DM 1, 200 sBonded
Ady¢ic
Bmdng Gy 106 4np ofNotary
Public, tate of Florida THIS INSTRUMENT PREPARED BY: attuie missionExpires:
Q NAME`
S 1 ADDR. s
v
i
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY — ADMIN'
P.O. BOX 1788
SANFORD, FL 32772-1-788
Project Name: iiLi C Date 7 /9 cs
Owner/Contact Person: Phone:
Address: 3%4 6,,,t4A^4b A.
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.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
Industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building): ' X. g tJw" .r j'U
Type of Utility Connection
individual connections
or central water meter &
common sewer tap): /mod
Water Meter Size (3/4", 1
1", 2", etc.) g5
REMARKS:
CONNEMONFEE CALCULATION.• S"Ly/ii t s,O 9 'F2rE . 7Ga
414re.prt,
F $'
SZ J'/oo
ature - Date
n r+ma
2)
1) Water System Impact Fees
Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD)
Residential -
S65QIUnit - 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 1.25 eru: twenty-six (26)
fixture units will be rated as 1.5 ERU.)
Sewer Systems Impact Fees
Equivalent Residential Connections-270 Gallons Per Day (GPD).
Residential -
1,700 Unit - Single Family structure, or multi -family unit
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 FIXTURES UNIT
VALVE AS LOAD FACTORS
MINIMUM SIZE OF
TRAP CHES
Automatic clothes washers, commercial (a) 3 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 '/2
Bidet 2 1 'A
Combination sink and tray 2 1 '/2
Dental lavatory 1 1 'A
Dental unit or cuspidor 1 1 '/4
Dishwashing machine, (c )domestic 2 1'/2
Drinking fountain l p, 2 1'/4
Floor drains 2 2
Kitchen sink domestic 2 1 %2
Kitchen sink, domestic with food waste grinder and/or
Dishwasher
2 1 '/2
Laundry tray 1 or 2 compartments) 2 1 '/2
Lavatory 1 1 '/4
Shower compartments, domestic 2 2
Sink ( 2 1 '/2
Urinal 4 Footnote d
Urinal,l gallon per flush or less 2e Footnote d
Wash sink (circular or multiple) each ser of faucets 2 1 '/2
Water closets, flushometer tank, public or private 4e Footnote d
Water closets, private installation 4 Footnote d
Water closets, public installation I 1 / 6 Footnote d
For SI: l inel-214 mm, l gallon- 3.795 L.
a For traps larger than 3 inches, use Table 709.2
b A showerhead over a bathtub or whirlpool bathtub attachments does not inmease the drainagefixtures unit valve c
See sections 709.2 thought 709.4 for methods of oomputing unit valve of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. 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 first fixture unit unless
the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS Fixture
Drain or Trap Size
inches Drainage
Fixtures Unit
Value 1 '/
4 1 - 1 '/
2 2 2
3 2'/
2 4 3
5 4
6 Standard
Aunbing codes 01997
TING STEEL JAMS
THICKNESS 3/e
17 FOR FASTENER Fur' MAX. SPACING,
Sly ]ABLE 1 '
a R CUUt UIST_ Foq
ITV TAPCON.
MIN. EDGE DtST. FOR 3/6'•
POWER SOLI
EXISTING COtJC. ORGROUAO'CIASGNRY
WALL STgUCT URF
3/6- SLIP FOR ODOR
WIDTH LESS THAN OR
EQUAL TO 121-10-. 1/2-
SLIP FOR DOOR W107H
GREATER THAN TT-10- T-
ANG L i5 THAN 160-10- r"wDI
EAR
3/6- SLIP FOR DOOR
WIDTH LESS THAN OR
EQUAL TO 12'-:0-. if?
SLIP FOR DOOR WIDTH
GREATEP. HAN 121-10-
ANO LESS THAN 16'-10-
POR FASTENER
MAX. SPACING.
SEE TABLE 1
SAR
3/0- SLIP FOR G'OOR
1410TH LESS THAN OR6-1/2- MIN- EQUAL TO lr-
EDGE GIST. 1 50P FOR DOOR WIDTH
I GREATER THAN 12--10-
ANO LESS THAN 76•-70-
R CCMW-LETE
TYPICAL PANEL1OTYPICAL PANEL MIN. \
i' ` E 3/ti-s ZINC \ tANNEL ®CHANNEL GUIDE
TNREC.7/1i-• ZOIC \` ®
CHAGUIDE l!' YPICAL PANEL MTM. `\ '' - i0
STEEL BLINO COATED STEEL ANNCL GULF TSLPOTHREE3/;-N 21NC RIVETS COATED
STEEL SLOW y.^ 0~
0
LOCK A EVERY ;DOING LOCK + EVERY RIVETS OTHER
CORRUGATION
13 EACH ` OTHER CORRUGATION n CACN \ OWING LOOK P EVERY END OF
EACN PANED END OF EACH PnNEU 1 OTHER CORRUGATION 13 EACH END.. OF
EACH PANELI TO JAMB
DETAIIL IDOOCTION IAf
NDLOCR GUIDECONNECiION TO EaNQIETE VMIPTDI OCIC GUIDE Et O OR.GROUTED MASONRY DETAIL (INgDE GUIDE) NECTIO111 TO CONCRETE SCALE, 3- . r-0- EZ SCALE. 3- . T-a- O ON-GROUTEp MASONRY DETALL (OUTSIDE GUIDE) SCALE: i- . V-0- TABU: 1 DOORSCHEDULE
FASTENER MA7Q "
SPACING SUPER
P 5EO LOADS
DETAIL DDETAIL
DITAB. MAX DOOR MAX. DESIGN
V.
VT
3/
6-0 -12
a l- M" WASHER HEADTYPE S THREAD FORMING ZINC
PLATED STEEL 3/8-4 POWER SOLT ANCHDA WIDTH LOAD PJ_F.
I IPJ.f.I SCREW PLUS A 3/6-0 FLAT WASHER WITH MiNwa 1 Z- EMSEGMEWT VA.-o ITW TAPCON ANCHOR WITH MINIMUM P.S.
FJ 1-3/L- QISEDMENT STEEL STRUCTURE CONCRIETE STRUCTURE
GROUTEM Ste,„
GROUTED
MwSONR
R•!IL 3000 PSJJ
SEE NOTE Me. 2 1 III. 31t5 PS.LI SEE NOTE H. STRUCTURE 1 s 35A
10
2731r' 12' 2' L- 126.0 L16
165
14- 1L- lt- lr 6- IZ'-10- z 30J
1167 255 i-• 12- 1UA 16--6p'• s
26A
762 278 6- 5- 3- Y r
TABLE 1
NOTES
y
L ENTER' TABLE
1
WITH MAX. OOGR WIDTH i ^y DESIGN LOAGSUPERIMPOSE13 LOADS Vr
L V• ARE i, GIVEN FOR.EACH
DOOR
WIDTH 1 DESIGN LOAD SEE GENERAL NOTE-11
ON SHEET 1 FO N.ATIO Z. D ETERMNE. FASTENER
MwX. SPACING SASED ON TYPE - r OF OET.UL
AND WALL STRUCTURE FOR IKE SPECIFIC INSTALLATION. 3. EMSEDTIENT LENGTHDOES
NOT INCLUDE STUCCO FINISH, t FOR WOLLOW HASOMY•
FILL ALL CELLS WRHN/6- OF THE ANCHOR W., 2500
PSI GROUT OSUPEMPMED LOAD DWGRAN C
S. MANUPACTUANCHORS RERS
SPECIFICAT
ONS. INSTALLED lotA000ROANCEW/ SCALE
3- . T-O-
DETAIL 3/6-16
U3.
KINGPIN SLEEVE ANCHOR WITH lM764L671-1/0-
EHSEOMENT CONCRI TE GROUTED MASONRY ,
nl STRUCTURE STRUCTURE 1`461. 3SO6 PSJJ (
SEE NOT! Nw 2 1 tt J1 7D- 6- r• ''3,
i ti ORANGE COUNTY BUILDING DIV.
O& WOE COUNTY. FL
MAS,—V? HA I,
1] I va/0a
1eaa1
12-29.
TYPICAL pAM MAIL
SCAli - V-4'
lyprjNL QVMALL PAM
SCAB 3-U2' - T-4-
AST04Mil CA 90 ALLIK
ZINC Aji W.16vea STEEL.
V & -6 THRU 60L 7 WJ'
1-1/2" XAD' A CONTINUOUS e LOCH WASHER 0 13- D.C.
GAL ANCZED STEEL ANGLE PULL HEIGHT
FOR USE ON CONCRETE OR MASONRY I-Itz- . I- 07S
CONT. GALV. STEEL TANGLEASWPMIN. Izo
Ifs[
Pi
U
KV
0
a OV4RdX=
CHANRIL GUIDE SCALD
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GUIDE SPECIFICATIONS
SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS
This suggested guide specification has been developed using the current edition of the Construction Specifications Institute (CSI)
Manual of Practice," Including the recommendations for the CSI 3 Part Section Format and the CSI Page Format. Additionally, the
development concept and organizational arrangement of the American Institute of Architects (AIA) MASTERSPEC Program have been
recognized In the preparation of this guide specification. Neither CSI nor AIA endorse specific manufacturers and products. The
preparation of the guide specification assumes the use of standard contract documents and forms, including the "Conditions of the
Contract," published by the AIA.
PART 1 -GENERAL
1.01 Summary
A. Section Includes: Kawneer Architectural Aluminum Storefront Systems, including perimeter trims, stools, accessories, shims and anchors,
and perimeter sealing of storefront unitsi
1. Types of Kawneer Aluminum. Storefront Systems include:
a. Trifab® 400 Framing System.— 1-3/4" x 4" nominal dimension; Non -Thermal; Center Glazed, Screw Spline, Shear Block, or Stick
Fabrication,
1.03 System Description
A. Storefront System Performance Requirements:
1. Wind loads: Provide framing system; include anchorage, capable of withstanding wind load design pressures of (_50,) lbs./sq. ft.
inward and L50,) lbs./sq. ft. outward. The design pressures are based on the LFlordia__j Building Code; L2003__) Edition.
2. Air Infiltration: The test specimen shall be tested in accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/ft2 at a
static air pressure differential of 6.24 psf.
3. Water Resistance: The test specimen shall be tested in accordance with ASTM E 331. There shall be no leakage at a minimum static
air pressure differential of 8 psf as defined in AAMA 501.
4. Uniform Load: A static air design load of 20 psf shall be applied in the positive and negative direction in accordance with ASTM E 330.
There shall be no deflection in excess of U175 of the span of any framing member. At a structural test load equal to 1.5 times the
specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans shall occur.
1.04 Submittals
A. General: Prepare, review, approve, and submit specified submittals in accordance with "Conditions of the Contract" and Division 1
Submittals Sections. Product data, shop drawings, samples, and similar submittals are defined in "Conditions of the Contract.'
B. Quality Assurance/Control Submittals:
1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics.
1.05 Warranty
A. Project Warranty: Refer to "Conditions of the Contract' for project warranty provisions.
B. Manufacturer's Product Warranty: Submit, for Owner's acceptance, manufacturer's warranty for entrance system as follows:
1 Warranty Period: Two (2) years from Date of Substantial Completion of the project provided however that the Limited Warranty shall
begin in no event later than six months from date of shipment by Kawneer. In addition, welded door comer construction shall be
supported with a limited lifetime warranty for the life of the door under normal use.
1.06 Quality Assurance
A. Qualifications:
1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the
installation of work similar to that required for this project and who is acceptable to product manufacturer.
2. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction, approving acceptable
installer and approving application method.
B. Pre -Installation Meetings: Conduct pre -installation meeting to verify project requirements, substrate conditions, manufacturer's installation
instructions, and manufacturer's warranty requirements.
1.07 Delivery, Storage, and Handling
A. Ordering: Comply.with manufacturers ordering instructions and lead-time requirements to avoid construction delays. .
B. Packing, Shipping, Handling and Unloading: Deliver materials in manufacturers original, unopened, undamaged containers with
identification labels intact.
C. Storage and Protection: Store materials protected from exposure to harmful weather conditions.. Handle framing material and components
to avoid damage. Protect framing material against damage from elements, construction,activities, and other hazards before, during and
after framing installation.
PART 2 - PRODUCTS
2.01 Manufacturers (Acceptable Manufacturers/Products)
LITHO IN U.S.A. JANUARY www.kawneer.com OKAWNEER COMPANY. INC.. 2004
GUIDE SPECIFICATIONS
A. Acceptable Manufacturers: Kawneer Company, Inc.
1. Address: Kawneer Company, Inc. or Kawneer Company Canada Limited555GuthridgeCourt, 1051 Ellesmere Road
Technology Park/Atlanta, Scarborough, Ontario M1P 2X1Norcross, GA 30092
a. Telephone: 770 449 5555 416 755 7751b. Fax: 770 734 1560 416 755 1829
2. Proprietary Product(s)/System(s): Kawneer Aluminum Storefront Systems.
a. Kawneer Aluminum Storefront System
b. Series: Trifab® 400 Framing System
c. Framing Member Profile: 1-3/4" x 4" nominal dimension; Non -Thermal; Center Glazed, Screw Spline, Shear Block, or StickFabrication.
d. Finish/Color: (See 2.06 Finishes)
C.Substitutions:
1. Substitution Documentation
a. Product Literature and Drawings: Submit product literature and drawings modified to suit specific project requirements and jobconditions.
b. Certificates: Submit certificate(s) certifying substitute manufacturer (1) attesting to adherence to specification requirements forentrancesystemperformancecriteria, and (2) has been engaged in the design, manufacturer and fabrication of aluminum entrancesforaperiodofnotlessthanten (10) years. (Company Name)
c. Test Reports: Submit test reports verifying compliance with each test requirement required by the project. d. Samples: Provide samples of typical product sections and finish samples in manufacturer's standard sizes. 3. Substitution Acceptance: Acceptance will be in written form, either as an addendum or modification, and documented by a formalchangeordersignedbytheOwnerandContractor..
2.02 Materials
A. Aluminum (Framing and Components):
1. Material Standard: ASTM B 221; 6063-T6 alloy and temper
2. Member Wall Thickness: Each framing member shall provide structural strength to meet specified performance requirements. 3. Tolerances: Reference to tolerances for wall thickness and other cross -sectional dimensions of storefront members are nominal and incompliancewithAAAluminumStandardsandData.
2.03 Accessories
A. Fasteners: Where exposed, shall be Stainless Steel.
B. Gaskets: Glazing gaskets shall be extruded EPDM rubber.
C. Perimeter Anchors: Aluminum. When steel anchors are used, provide insulation betweengalvanicaction. steel material and aluminum material to prevent
2.04 Related Materials
A. Sealants: Refer to Joint Treatment (Sealants) Section.
B. Glass: Refer to Glass and Glazing Section.
2.05 Fabrication
A. General:
1. Fabricate components per manufacturer's installation instructions and with minimum clearancesassembly, yet enabling installation and dynamic movement of perimeter seal. and shim spacing around perimeter of
2. Accurately fit and secure joints and comers. Make joints flush, hairline and weatherproof. 3. Prepare components to receive anchor devices. Fabricate anchors.
4. Arrange fasteners and attachments to conceal from view.
2.06 Finishes
A. Factory Finishing:
1.Kawneer Permanodic6AA-M12C22A44, AAMA 611, Architectural Class I Color Anodic Coating2. Kawneer Permanodic® AA-M12C22A41, AAMA Color
611, Architectural Class I Clear Anodic Coating3.Kawneer Permanodic® AA-M12C22A31, AAMA 611, Architectural Class II Clear Anodic Coati Color #14 Clear ) (Oandard. 4. Fluropon® (70% PVDF), AAMA 2605, Fluoropolymer Coating 9 Color #17 Clear ) (Standard).
5.Kawneer Permadize® (50% PVDF), AAMA 2604, Fluoropolymer Coating Color
6.AcroflurTM (50% PVDF), AAMA 2604, Fluoropolymer Coating Color
7.Interpon® D2000, AAMA 2604, Powder Coating Color
Color .
LITHO IN LIZA, JANUARY
www.kowneer.com
GKAWNEER COMPANY. INC., 2004
GUIDE SPECIFICATIONS
8.Other: Manufacturer Type . (Color ).
2.07 Source Quality Control
A. Source Quality: Provide aluminum framing specified herein from a single source.
1. Building Enclosure System: When aluminum framing is part of a building enclosure system, including entrances, entrance hardware,
windows, curtain wall system and related products, provide building enclosure system products from a single source manufacturer.
B. Fabrication Tolerances: Fabricate aluminum framing in accordance with framing manufacturer's prescribed tolerances.
PART 3 - EXECUTION
3.01 Examination.
A. Site Verification of Conditions: Verity substrate conditions (which have been previously installed under other sections) are acceptable for
product installation in accordance with manufacturer's instructions. Verify openings are sized to receive storefront system and sill plate is
level in accordance with manufacturer's acceptable tolerances.
1. Field Measurements: Verity actual measurements/openings by field measurements before fabrication; show recorded measurements on
shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.
3.02 Installation
A. General: Install framing system in accordance with manufacturer's instructions and AAMA storefront and entrance guide specifications
manual.
1. Dissimilar Materials: Provide separation of aluminum materials from sources of corrosion or electrolytic action contact points.
2. Weathertight Construction: Install sill members and other members in a bed of sealant or with joint filler or gaskets, to provide
weathertight construction. Coordinate installation with wall flashings and other components of construction,
3. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.
4. Provide alignment attachments and shims to permanently fasten system to building structure.
5. Align assembly plumb and level, free of warp and twist. Maintain assembly dimensional tolerances aligning with adjacent work.
B. Related Products Installation Requirements:
1. Sealants (Perimeter): Refer to Section 7 Joint Treatment (Sealants).
2. Glass: Refer to Section 8 Glass and Glazing.
a. Reference: ANSI Z97.1, CPSC 16 CFR 1201 and GANA Glazing Manual.
3.03 Field Quality Control
A. Field Tests: Architect shall select storefront units to be tested as soon as a representative portion of the project has been installed, glazed,
perimeter caulked and cured. Conduct tests for air infiltration and water penetration with manufacturer's representative present. Tests not
meeting specified performance requirements and units having deficiencies shall be corrected as part of the contract amount.
1. Testing: Testing shall be performed by a qualified Independent testing agency. Refer to Division 1 Testing Section for payment of testing
and testing requirements. Testing Standard per AAMA 503, including reference to ASTM E 783 for Air Infiltration Test and ASTM E 1105
Water Infiltration Test.
a. Air Infiltration Tests: Conduct tests in accordance with ASTM E 783. Allowable air infiltration shall not exceed 1.5 times the amount
indicated in the performance requirements or 0.09 cfm/ft2, which ever is greater.
b. Water Infiltration Tests: Conduct tests in accordance with ASTM E 1105. No uncontrolled water leakage is permitted when tested at a
static test pressure of two-thirds the specified water penetration pressure but not less than 6.24 psf.
B. Manufacturer's Field Services: Upon Owner's request, provide manufacturer's field service consisting of product use recommendations and
periodic site visit for inspection of product installation in accordance with manufacturer's instructions.
3.04 Protection and Cleaning
A. Protection: Protect installed product's finish surfaces from damage during construction. Protect aluminum storefront system from damage
from grinding and polishing compounds, plaster, lime, acid, cement, or other harmful contaminants.
B. Cleaning: Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions prior to
owner's acceptance. Remove construction debris from project site and legally dispose of debris.
LITHO IN U.SA. JANUARY www.kawneer.com GKAWNEER COMPANY, INC., 2004
V From: J.A. Bowman To: I%* Bolton Date: 7Nr2W4 Time: 4:05:20 FM Pape 2 of 21
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Conunwdty Affairs
EnergyGauge FlaCom v1.22 FORM 40OA-2001
WImle Building P+erforinmwe Mribod for Commenhl $m'IdbW
Jurisdiction: SANFORD. SEMINOLE COUNTY., FL (691500)
Short Dese: 0707401 Project: Tire City
Owner.
Address:
Comer of US l 7-92 & Lake Mary Blvd
city:
State: FL PermitNo: 0
Zip: 0 Storeys: l
Type: Retail (mercantile) GrossAren: 4253
Cass: Renovebm to existing buildirg NetArm: -463 M=
Ts : 5 ifxliffwwA. writs in) Compliance
Summary C`
vinpancnt Dcarign Crits7ia Rcvdt Gross
Enemy Use 48.09 100.00 PASSES Other
Envelope Requk=ents - A PASSES LIGHTING
CONTROLS EXTERNAL
LIGHTING HVAC
SYSTEM PLANT
WATER
HEATING SYSTEMS PIPING
SYSTEMS Met
all required compliance from Check List? PASSES
PASSES
PASSES
PASSES
PASSES
PASSES
Yes/
No/NA IMPORTANT
NOTE : An input repari Print -OW ft vmEneWGW ge RaCom of ir#
ris design ba 'Ag mu3i be subm&od along Otis niaA Repmt 7/
9/2004 EnergyGauge F laCom FLCCSB v1.22 1
From: J.A. Bowman 7o: Mark Bolton Date: 7AW21004 Time: 4:05:21D PM Page 3 of 21
COMPLIANCE CERTIFICATION:
i hereby tom+ that the plans and Review d the Mans and speoftations voyered by Ods
specifications covered by this calculation are calculation indicates compliance with the Florida Energy
1n compliance with the Ploritla "Energy Coffe. Before conWuation is completed, Phis building will be
Efficiency Code. inspected for compliance in accordance with Section
353.IIb6, F.S.
PREPARID BY: Joseph A. Bowman BUU DING OFFICIAL:
DATE: DATE:
I hereby certify that this building is in compliance
with the Florida Energy Efficiency Code.
OWNER AGENT -
DATE.
it required by Florida law, I hereby certify that the system design is in
compliance with the Florida Energy Code. ItI•:GbSTRATION
Na
ARCHITECT:
ELECTRICAL SYSTEM DESIGNER
LIGHTING SYSTEM DESIGNER; -
MECHANICAL SYSTEM DESIGNER:
PLUMBING SYSTEM DESIGNER
Signature is required where Florida Law requires design to be performed by registered design professionals.
Typed names and registration numbers may be used where all relevant information is contained on signed/seeled
Plans.
7/92004 EnergyGauge FlaCom FLCCSB v1.22
i From: JA Bowman To: )Merit BoBon Date: 7IW2W4 Tune: 4:05.2D PM Page 4 aT 21
Frejeet: 070ml
Title: Tire City
Type: Retall (memandle)
7 —#--• S&7F03M SENW40M COI-11", FL ( ffl
WEA File: Orlando.TMY)
Whole Building Compliance
Design Reference
Taw 48,07 100.00
ELECTRICITY 48.07 100.00
AREA LIGHTS 14.58 64R9
PUMPS & MISC 0.05 0.05
SPACE COOL asl 11•23
VENT VANS 24.63 24.63
Credits & Penalties (if any): Modified Points: = 48.07 PASSES
Prqjeee VM401
Tide: Tire City
Type: Retail (mercandie)
Lowlim SANTOR13, SALECOi3A-n, FL J694
WEA File: Orlando.TMY)
Other Envelope Requirements
Stem Zone Dewrlptlon Design imlt it+leetRN.
PrQZQ1 Wal PrQZo1 Wall Adjecent W Unsortditioned Snaca - Max U9 9111 0,33 Yes
Px0Zo1Rf1 PrOZol Exterior Roof - Max Uo Limit 0.05 0.09 Yes
PrtWARfi M&2 EAaiorRoof - Max Uo Limit 0.05 0:09 Yes
Meets Other Envelope fttqiureinents
7/9/2004 EnergyGauge FlaCom FLCCSB v1.22
From: JA Bowman TbAft&Balm Date: 7A W2M4 Time:1:DS:20 PM Page 5 0121
External sighting Compliance
I ascription Category Allowance Area orlengthELPA C`LP
WfUnit) or No, of Unit (W) (W)
Sgfl or ft)
None
Project: 0707401
Tift Tire City
Type: Retail (mercantile)
Location SANFORD, SEMINOLE COUNTY, FL (691500)
EA Vie: Orb=l*.TNM
L*hting Cimtrals Compliance
Acronym Ashme Descriodon Area No. of Design Min Compli-
ID sq.1t) Tasks CP CP ante
Fr0..0lSpl 103 RslailEstablishmenls 465 1 4 2 PASSES
Merchandising & Circulation
Area) Applicable to all lighting
including SCm
PrOZo2Spl 39 Shop (Nan -Industrial) - Machinery 3,788 1 10 2 PASSES
PASSES
01
ce) F((WFAAFUe-.
FORD, SEMINOLE COUNTY, FL (6915W)
ando.
System I. CenstM4 Vas Air Cealed No. of units
Split System < 65000 Btu/hr 1
t'omponent 'Ca"ory Capadty D aign Ell' Design JPLV i.`omp-
Eff Criteria IPLV Criteria Hance
Cading Sysdem Air CoWed <650(!(1 Rtum 10-00 14ftoo 1000 PASSES
Cooling Capacity
Air Ming System Air Handler (Supply) - 010 0.30 PASSES
supply Constant Volume
PANSIES
7192004 EnergyGauge FlaCom FLCCSB v1.22
from:.1A Bowman To: Mart Bolton DuW:7AW2W4 Time: 4:D5:20PM Pays B d 21 plant
Compliance Description
Installed Size Design Min Design Mn No
Eff Elf 1ELV 1PL Category
Comp fiance
None
Water
Heater compualice Description
Type Category Design
Eff
Min
Design Max C°mp ER
Loss Loss liana None
Piping
System Cempitanc+e Category
Pipe Din is Operating Ins Cond Ins Req Ins Compliance lincl
T lwu Simi M Ifl
SF.Fj None
7/
9/2004 EnergyGrauge FlaCom FLCCSB v1.22
From: JA Bowman TwMarlr Bolton Date:7Mrj=4 Tiima:4D5:2DM Pagel 0121
A: 8787M
Tire City
Retail (mercantile)
ion: SANFORD, SUMUNOLE C01MY, F
Other Required Compliance
Category Section Requirement (write N/A in boa If not applicable) Check
Infiltration 406.1 hTiil tration Criteria have been met 0
3Y-5Wm 4Q7J HVAC Iliad 4izim hm heettmfotmed 0
Ventilation 409.1 Ventilation criteria have been met 1-1
ADS 410.1 Duct sizing and Design have been performed 0
T & B 410.1 Testing and Balancing will be performed 0
Electrical 413.1 Metering criteria have been met 0
Moun 414.1 Motor efficiency criteria have been met
Lighting 415.1 Lighting criteria have been met
O & M 102.1 Operation/maintenance manual will be provided to owner
Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it
Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? D
7/9/2004 EnergyGauge FlaCom FLCCSB v1.22 M
h
o<
n
I =C,Y EFFI!QIF4NCY CODE FOR PUILRING !gOBMUCTION
Florida Deparbaent of Community Affair$
EnergyCauge FlaCom v1.22
Pro ct IanfgrWalion
Project Nance: 0707401 Orientotiotl: North
Project Thle: Tire City Builcling Type: Retail (mercantile)
Address: Corner of U$ 17-92 & Lake Mazy Blvd Building Clausiflratio Renovation to existing building
Stale: FL No.of Storeys: 1
Zip: 0 GrossArca: 4253
Owner:
Zones
No Acronym Aescription Type Load Profl Area Multiplier Total Arta
1 Pr4701 Zone 1 CONDMONED Uses Building Load 464.9 1 .464.9
Profile
2 Pr0Zo2 Zone 2 WCONDMONED Usss Building Load 37$8.0 1 3788.0
Profile
7i9/2004 EnergyGouge F1aCom FLCCgB v1.22 1
SINI1~N
No Acronym Description Type Depth Width Ileight Multi Total Area Total Voiums
jt] [it] 8] plier sq eq
In Zone: PrOZol
1 PrOZo1Sol Zo0Sp1 Retail Establishments 15.67 29.67 10.00 1 464.9 4649.3 11
Newhanxiising &
Circulation Area) Applicable
to all lighting. including
f1ccen
In Zone: PrOZo;
1 PrOZo`MS )l Zo0Sp1 f hop (Non -Industrial) - 100.00 37.88 16.00 1 3708.0 601508.0 11
r0achdnery
Lighting
No Type Power Control Typc No.of
W) CW pta
Iti Zone: PrOZol
a Space- PIUZo1Sp1.
l Recessed Fluorescent - No vent 480,00 Manual On/Off 4
In Zone: PrOZ ;
1n Space: PI'OZ03Spl
I Suspended Fbporeseent 760,00 Manual OnhOff 4
2 Metal Halide 1200.00 MNnual On/Off 6
Walls
No Dwription Type Width IR (Eff c) Multi Area DircxtiotrpCoptluctanco Heat Dona. R-Value
IN [flt) pllerr [sn Bttt/hr. sf.19 Capacity PWcq [h.sf F/B-tu]
tWsL
In zone; 1"Zol
719aftol EnergyGnuge F1aCoin FLCCSB v1.22
l PrOzolwa1 Partition Wall 2M 45.33 10.00 1 453.3 North 0.1119 2.2329 2&20 9.94
Stl Studs with IrZ
DW & $l4 DW
2 PrOGoI%2 Metal 15.67 10.00 1 156.7 West 0.09,57 0.7570 16.80 10.45
sldung/R11Batt/0,5"
Gyp
3 PrOZo1WVa3 Metal 29.00 10.00 1 11190.0 South 0.0957 0.7570 16.80 10.45
siding/Rl lBatt/0,5"
Gyp
In Zone: PrOZp2
l Pr02o2'Nal Metal 94.50 16.00 1 1512.0 North 0.0"7 0.7570 16.80 10.45
sldima l l Batt/0, 5"
Gyp
2 PrQZo2Wa2 Metal 45.00 15.00 1 675.0 past 0.09" 0.757p 16.80 10.45
siding/R 1 l Batt/0, 5"
Gyp
3 PMo2WVa3 Maul 63.00 16.00 1 1008.0 South 0.0917 0.757p 16.80 10.45
slding/R11Ba1d0,5"
Gyp
4 PrO%o2W a4 Metal. 38.00 16.00 1 608.0 West 0.09$7 0.7570 16.80 10.45
siding/R11Batt/0,5"
Gyp
Windows
No Descrlptlop Type Shaded Men SC V'as.Tr W H (Effep) bfult Total Area
Btu/hr sf Ii IB] 1p ier Isf]
in Zone: POUT
In Wall: PrOZoM2
1 P[OZo l Wa2Wi l SINGLE CLEAR No 1.0018 0.95 0.98 6.00 6.00 1 36.0
2 PtOZoI Wa2Wr* SINGS E CLEAR No 1.0019 0.95 0.88 3.00 7.00 1 2LO
In Wall: PrO.Zo1Wa3
1 PROZol Wa3Wil S1N%E CLEAR No 1.0018 0.95 0.88 6.00 6.00 3 1090
In Zone: PrOZo3
In Wall: PrOZo2Wal
1 PFOZa2WalWi1 SINGLE CLEAR No 1.0018 0.95 0.88 4.00 5.00 4 80.0
In Wall: PrOZo2M'a3
1 PtOZo2Wa3Wi ( S1NG(E CLEAR No 1.0018 0.95 0.88 4.00 6.00 2 48.0
7/+9a004 EnergyGaugs FlaCom FLCCSB v1.22
A
Doors
No Description Type ShAM? Width H (Ef op) Mufti Area Co4d Dens. Heat Cap. R-Valu*
ft] [fi] plier sl] Bta/hr. st In Pblct] [Btu/sf. $] h.sf.FBtu]
In Zone: PrOZo2
In Wap: PrOZo2Wa1
l PrOZ0MalDrl Alwninwn dopy, No 3.00 TOO l 21.0 0.1919 43.67 0.53 5,21
1.25 in.
PolPtyrtne
In Wap: P07o2Wa3
1 Pr07.oMa3Drl Alwninwn doer, KO 16.00 12.00 1 1192.0 0.1919 43.67 0.53 5,21
1.2-5 in.
Poly-styra w
In Wap: PrOZo2Wa4
1 PrOZo2Wa4DrI Alwninum dopr, Ko 12.00 12.00 2 1.44.0 0.1919 43.67 0.53 5,21
1.25 in.
polyawmw
Roofs
No Description
MP
Type Width H (EI%c) Multi Area Tilt Cond, Heat Cap Dens, R-Value
ft] pller sq deg] [)3tu/br. Sf. F] [Btu/sf. F] [Ib/cq h,sf.FBtu)
In Zone: Pr02o1
1 MZu1Rf1 MtlBldgRopM19 29.67 13.67 1. 464.9 0.00 0,0492 1.34 9.49 20.34
Batt
In Zone: Prao2
1 PrO oMfl Mtl Bldg RoppR49 37.88 MOO 1 3788.0 0.00 0.0492 1.34 9.49 20.34
Batt
Skylights
No Description Taw Men Shading V1s.Tran w 1:j (Efl'ec) MulldDlier Area Total ..Ares
Btp/hr sf F CoefT ft] ft] Sf] Sl]
W9/20O4 EnergyGnuge F1*Cont FLCCBB v1.22
in Zone:
In Rpof:
Flotpm
NO Description T)TW Width H (Elfec) Multi Ana Cond. Heat Cap. Dens. R-Value
IB) Ift.1 plier Isf) 1BWhr. of. Fj [BtWsf- Fj pb/cq hAF/Btup
In Zone: PrO.Zol
1 Pr0719lF11 Concrete floor, 29.67 15.67 1 464.9 0.5987 9.33 140.00 1.67
carpet and rubber
pod
Bs at PrOiZo2
1 PrOZ02F1) Concrete floor, 37.88 100.00 1 3789.0 0.5987 9.33 140.00 1.67
carpet and rubber
pod
ystelms
r0 y1 System 1 Gonslant Volpme Air 6o(eld $plit No. Of Unity 1
System < 65M $tu/t'r
Compotnen0 Category Capacity EfficienEfficiencyIPLV
II11iN1 I 11 I n I I I I I I
Cooling System (Air Cooled < 65000 Btulh (tooling COpecity)
2
Air Handling System -Supply (Air Handler (Supply) - Constant
Volume) II
11 !1 1 1 I I R 11 11 11 1 I 1 I q 11 60g00.
00 10.00 10.00 [] 2000.
00 0.80 1
1 I 11 1 I I Y q I I 11 I 1 1 I I I II I 1 1 I I AI I I 1 1 I I I II I Plant
Equipment
Category Size rnstNo ER TH. Li
V9/
20 4 EnergyGaugR FlaCom FLCC$B v1.22
r,
Water Heaters
Vie-Heater.DescIOption Cap Iselt Cap. Unit I/P Rt. Efticlenc i.oss
Ext-Lighting
Description Categories. Arep/Len/No. of unit4
sVOINp]
Wattage
w)
Piping
No ape Operating Insulatipn
Temperature Conductivity
Fj [ Btu4n/b,sLF[
Nomonsl pipe
Diameter
in)
Insulation is Rynout?
7bicknese
lip]
Fenestration Used
Name Glass Type No. of Plass $C VLT
Frame I:ratpe
Panes
Conductance Conductance Absorptance
Btu&.sf F]
ApLbWndl SWGLE CLF.IFC 1 1.0018 0.9500 0.8810 7340 0.7000 [a
7/9/2004 EnergyGauge Fl*Com FLCCgB A-22
w -
6
Materials Used
Not No Acronym Description Only R-Value
Used
RValge
h.sFFMtu]
Thickness
IN
Cozoducflvity
Btulh.A't.F]
Density
Ib/ct]
pecptidjest
Btu/lb.F]
18 Mat118 2 in. Wood No Z3857 0.1670 0.0700 37.00 0.3900
264 Mat1264 ALMONLIN4.1/161N No 0.0002 0.0050 26.0000 480.00 0.100(i 0
214 Mat1214 POLYSTYRENE, W., No 5.2100 0.1042 0.0200 1.80 0.290(i
1,1/41N,
187 Matl187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0:2000
BOAT D,1/21N
206 Mat1206 CELLULOSE,FILL,5.5Il4,R- No 20.8318 0.4583 0.0220 3.00 0,3300
20
15) Mat1151 CONCIM,DRD, 14OW, No 0.4403 0.3333 0.7570 140.00 0:200U
41N
179 Mat1178 CARPET W1RUBBER PAD Yes 1.2300
265 Mat1265 Soil, I ft No Z0000 1.0000 0.5000 100.00 0;2000
48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0:2000
123 Mat1123 CONC BLMK No 1.7227 0.6667 0.3870 53.00 0:2000 0
MW,8.W,iIOLLOW
159 Ma0159 CONC No 0.3202 0.3333 1.0410 140.00 0:2000 0
HW-UNDRD-14OW-4Il4
57 Mat157 3.14 in. Plaster or aTsuw No 0.1488 0.0625 0.4200 100.00 0:2000
267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0:2000 0
266 Mat1266 2K4®16" oc + R 11 Batt No 3343 0.2917 0.0350 9.70 0.200(I
215 Mat1215 POLYSTYRENE, W., No S.3350 0.1667 0.0200 1.80 0:2900
21tJ,
105 Mat1105 CONC BLK M V, SIN, No 1.1002 0.6067 0.6060 69.00 0.:200(i
HOLLOW
256 Mat1256 WOOD, SOFT, 1-V-41N No 1.9939 0.1250 0.0600 2.00 0:330(1
268 M "" 8 0.625" stupco No 0.1302 0.0521 0.4000 16.00 0.:2000 0
42 Mat142 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 02000
block
269 Mat1269 75" ISO BTWN24" oc No Z2321 0.0625 0.02B0 4.19 0:3w(I
86 Mat186 BRICK, COMI*.SON, 41N No 0.9012 0.3333 0.4100 120.00 0.2000
211 Ma0211 POLYSTYR.ENE,E KP.,1/2I No Z0850 0.0417 0.0200 1.80 0:2900
V9/2004 EnergyGuuge FI*Com FLCC$B v1.22 7
12 Mat112 3 in. Insulation No 16.0000 0.2500 0.0250 2.00 0.2000
218 Mat1218 POLYURETHANEXM.,1/2 No 3.2077 0.0417 0.0130 1.50 0,3800
na,
23 MOW 6 in. Insulation No 20.0000 0.3000 0.0250 5.70 0:2000
4 Mat14 Seel siding No 0.0002 0.0050 26,0000 480.00 0.100(1
271 Mat1271 2x4@a 24" pc t RI 1 Batt No 10.4179 0.2917 0.0200 7.11. 0:2000
272 Mat1272 Panel with 7116" panels Yes 0.9044
273 Mat1273 Hollow core flush (1,375') Yes 1.2777
274 Mat1274 Solid pore (lush (1.375") Yes 1.7141
273 Mat1275 Panel with 7/16" panels Yes 1.0019
1.37Y')
276 Mat1276 Hollow core flush (1,75") Yes 1.3239
277 Mat1277 Panel with 1-1AI* panels Yes 1.7141
1.75")
278 Mat1278 Solid pore flush (1.7$") Yes 1.6500
279 Mat1279 Solid pore Mush (2.25") Yes Z8537
280 MatL280 FjbergiassUrwral vrool pore Yes 0.8167
281. M4781 Paper Honeycomb core Yes 0.9357
282 Mat1282 Solid Urethane foam. core Yes 1.6500
283 Mat1283 Splid minand fiberboard pore Yes 1.7816
284 Mat1284 Polystyrene core (18 ga steel) Yes Z0071
1
285 Mat1285 Polyurethane core (18 ga Yes Z5983
steel)
286 Mat1286 Polyurethane care (Z4 ga Yes Z5983
steel) )
287 Mat1287 Polyurethane core (Z4 ga Yes 4.1500
steel) 2
288 Mat1288 Solid Urethrae foam core Yes 4.1500
81 Matl;l ASPHALT -ROOFING, Yes 0.1500
ROLL
244 MatI244 PLYWOOD, 1/21N No 0.6310 0.0417 0.0660 34.00 0.12900 13
185 Mat1185 CLAY TILE, PAVER, 3/8IN No 0.0301 0.0.113 1.0410 120.00 02000
82 MatI32 ASPHALT -SHINGLE AND Yes 0.4400
SIDING
11 math 1 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000
47 Mat147 2 in. Heavyweight cpncrpte No 0.1670 0.1670 1.0000 140.00 0.2001
7/9/2004 EnergyGnugp F1*Cout FLCCSB A.22 8
95 mews CONC GLOM No 0.7101 0.3333 0.4600 101.00 0;2000
HW-4IN-HOLLOW
248 Mat1248 ROOP GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0,4000
S[ AG1/2IN
94 M494 BUILT-UP ROQFRCG, 3i8IN No 0.3366 0.0313 0.0930 70.00 0:3500
Constructs Used
No Kemp
Simple MA301 ss Conductance Heat Gapgcity I)knslty RYalue
Constrpct Constiruct [Stu/h.sgj Btp/sU ] lh/co h.sl'.F/Htu] 1002 1I
I
M Y Alurrmum doer, 1.
35 in. polystyrene No 1 1 I
No 0.19
I 1 1
1).53 1
1 43.
67 I
I 1
5 :2104 I
Lsyer Material
Material
Thicikness Framing Nm a] Factor
1 264 ALUX04UTA
1116IN 0.000 0.00 2 214 POLYSTYRENE,
EXP., 1-1/4IN, 0.1042 0.00 3 264 ALUM1ii1UM,
1116IN 0.0050 0.00 No Kemp Simple
USSskss Conductance
Heat Caps city I)ensity RValue ConstrIsd Construct [Btu/
h,sf.F Btu/sf.F] Phtcq h.sf,F/Btu] 1004 Concrete floor,
carpet and rubber pad No No 0.60 9.33 140.00 1.6703 Layer Material Materisd
Thickness Framing Na it] Factor
1 151 CONC
HW, DRI7,140LB,.4IN 0.3333 0.00 2 178 CARPEL
WiRUBBER PAD 0.00 7/912004 EnergyGnuW
Fl*Com FLCCSB v1.22
N
No 14amp
Simpk Massless Conduclancf Heat Capacity Density RValuq
Construct Construct tu/h.sf!] ftsUIBW
1008 Partition Wall ?a4 $tl Studs tivith 112 DW No No 0.11 2.23 28.20 8.9364 Q
3/4 DW
Layer Material Material Thickness Framing
No, IN Factor
1 57 3/4 In. Plaster or gypsum 0.06:Z5 0.00
2 266 2x4@16" oc-rRl1 Belt 0.2917 0.00
3 187 GYP Olt PLAS BOARD,1 /21N 0.0417 0.00
No Namp Simple Massless Conduclancf Heat Capacity Density RValue
Construct Construct tu/h.sf.Fl Btta/sf.P] 11bleg sf,FBlu
1020 Metal siding/R1:Batt/0.5"Gyp No No 0.10 0.76 16.80 10.4535
Layer Material Material Thickness Framing
No, IN Factor
1 4 Steel siding 0.00" 0.00
2 12 3 in. Insulation 0.2500 0.00
3 187 GYP ORPLAS BOARD,1/21N 0.0417 0.00
No Namp
Simple Massless Conduclanct Heat Capacity Density RValuf
Construct Construct Btu/h.sf.F] Btu/sf11'] Iffifen sf,FBlu
1047 Mtl Bldg 1>,00f/R-19 Batt No No 0.0 1.34 9.49 20.3366 Q
Layer Material Material Thickness Framing
No, [ft] Factor
1 94 BUILT-UP ROOFING, 3/8IK 0.0313 0.00
2 23 6 in. Insulation 0.5000 0.00
7/9/2004 EnergyGaug# FlaiCoas FLCCSB v1.22 10
Fran: JA Bowman To: Aft& Edon Date: 77 A04 Time: 4:05:20 PM Pape 18 o121
H-Muter (c)
CClMCCRCIAL HEAT LASS / GAM
a&*" gS ACM >! UVALe w
MRI A1L N Copyrighted (c) 1988 by ACCA
Project n=e : office/sales 1
Address . 1
City/state Sanford 1
Owner
Builder
1
HVAC contr.: Mark Bolton 1
cOOLnwe PARAMTERS
oo¢rayhical Location ----? State FLORIDA. City . Sanford
North latitude / 8levation 28 0 / 14 rt. Above Sea Level
Relaltive Humtidity 1 50 6
Grains / Ib. (inside) 1 63
Outdoor Dzy Bald (Dog Vo) i 93 0
Outdoor Net Bulb (Deg Fw) 1 76 o
Indoor Dry Bulb (Deg Fo) 75 0
Indoor Wet Bulb (Deg Fo) I 61.3 o
Outdoor Ramidity Ratio 110
Daily Range 16 0
Peak Load Time 1 1600 Hours
ezatux+e viffazaare (Td) (Deg aa) 1 1B a
Cooling Load Td Correction (Deg Fo) 1 3o(+)
HEA STRWARY COOL M SUMMRY
TOTAL LOSS : 21708.53 TOTAL SENSIBLE 32137.59
LATEW 4i1M 4376.4
TOTAL GAIN : 36513.99
8=512LE OVXMZss @ 200 6427.519
HVAC Equip wat
Heating
Daanufacturer
Htg System 1Qkw 34.1 MTV
COP/HSPF 1
Cooling
Clq System 5 Tom 60.0 NNW (Sxistimq)
S)=R 10
Air Handler Vert @ 2000 cfm
MG AIR FLOW FACTOR a .074768 CLG AIR FLOW FACTOR - .050505
BONE Crx w 533.379 80Ni Crx = 1623.109
SENSISi.S MWAT RATIO a .88
From: JA Bowman To: W* Bolan Date:7Ar2rJD4 Mme: 4:05:M PM I Page 19 o121
SOLAR---------------------------------------------------------------
TYPE GLASS FACES
AM 49 i7-VAMM ww8m WkWaTU i
SINGLE CLEAR South 108 1 4595.4 2700 I
S33M£ LMR Wheat 37 1 2425.35 1U260It
Mug COtWUCTION------- -----------------------------
i --
83MGLE CLEAR 108 1.15 1741.8 1694.3
SINGLE CLEAR 57 1.15 920.7 895.59
iL73---------------------------------------
WALL FACES AREA R-VALUZ U-VALUZ
i
LOSS/arm GRM/BFKM
South 182 it 07 471.38 509.E
TYPE :STL TRAM/SIDING
W"t 99.7 11 87 258.22 488.53
TYPE : STL T tUZ/SIDIZTG I
ADJACENT 432.3 11 07 391.881 680.8i25
TYPZ : STL TRAHZ AD VjMMT
MAX,L SUM TOTAL, 1121.491 1679.002
DOORS------------------------------------------------------------------- I --
DOOR FACES Alm 'it --VALUE U-VALUE LOSS/UZUH Gh-lM/8TUH
ADJACENT 21 n/a 26 945 87.361
TYPE .STEZL
t
CSII.II tiS-------------------------- ------------------------- ----------------
AIMJ A-VALIIb II-VALII6 LD88/BTQH 1NlIIT/BTQii
TYPE : STEEL I
WITH SUSPZIIDEfl CEILING
CAR LITZ 465 19 05 860.2S 9 541_25
t
r,>yoRs----------------------------------------------------------------------
SIM PffiiII4ZTER 90 0 01 2916 000.00
STRUCTURAL SUR TOTALS 15546. 98 18847.93
DTHER 821fSITa.E ISUM
PEOPLE 6 N/A 1500
TLOURiLzetirna 490 Watts NIA 1659.5
ChHDAIGHTUR 0 ' ' N/A 0
T) 1'1"MAL GAINS N/A 6000
VUHT11AMi>W 90 tg4d 3330 1749.-6
ROOM SENUBLE 19976.98 29757.03
DUCT LOSS S GAIN 2831.547 2380.593
TOTAL ow's 379910 UU7149
Lax%= ass
PEOPLE N/A 1500
VENTILATION N/A 2876.4
TOTAL LOAD 21708.53 36513.99
from: JA Bowman To: VA& Boiton Date:7AM0i Time: 4:03:2D PM Page 2D oi21
ttttttttttttittttittttitttttittittittitttittttttitttttititttY#itttttttttttttt
OUTSIDE AIR CALCULATION - per ASHRAS 62-99 ,Table 2
ttttttttitttttttttttttttttttttttttttttttttttttttittitttitttittttttttttttttttt
office/Retail sales
6 people
c!m = 15
6 people x 15 eft - 90 cft
t*ttttYYttttttttt#tttttttttttttttttttttYtYttYtttitttitttitttttttttttttttttttt
tttttttttt*tttt*ttt tt ttttttttttttttatttttttttttttttttttttttttttitt*t,t*tt
90 cfm
fl eftL rcquirod
90 cPm provided
tYYiiYYYiiittYiYiitYitYYtiiiiitYiYiiit iiiiiiiiiYiiitiYtYiitiYiYiYtiiYYYtYiY•
New
Dimensions
Distinct Commercial Designs
Commercial Site Planning
Renovation Planning
Index to Drawings:
Cover
C-1 Site Plan
C-2 Details
L-1 Landscaping
RFC I IR-1 Irrigation
L 4 20 D-1 Demolition Plan
A-1 Floor Plan
A-2 Elevations
A-3 Sections
51n _ P-1 Plumbing
F na nsp- M- I HVA C
oats---- E-1 Elect.
PLANS REVIEWED OFFICr CopyCITYOFSANFORD
0
in
I
0
MN
L -'
2
4
6 O
I
O
1
13
2
4 O
O 6
M7
2
4 CD
CD
O
O
OO
OO'
a) CD 2 O
4 O
6
0 O
0 0
O 4 --
6
O
DEMOLITION NOTES:
1. Remove and salvage door,window / frame
and all hardware as directed by Owner.
2. Remove and salvage any electrical fixtures
and hardware as directed by Owner.
3. Remove and salvage any and all bathroom
fixtures and hardware as directed by Owner.
4. Remove all HVAC ductwork / supports / frames etc.
5. Remove and salvage HVAC equipment.
6. Remove all floor finishes
7. Remove existing cabinets.
8. Remove existing roof parapet and frame.
9. Remove existing block / wood frame wall and dispose.
DEMOLITION NOTES:
1. All existing material to be disposed of shall be
disposed of properly.
2. The Owner has first right of refusal on all salvageable
material.
3. Items to be salvaged shall be stored properly.
0 0
0
2
4
6
O
O
0
0
0
Notes.
1. Contractor to field verify all dimensions to coordinate with the N
necessary dimensions as shown.
2. All construction shall meet or exceed all local and state
construction codes.
3. All site work shall coordinate with the site conditions.
4.All survey information was provided by KITNER SURVEYING
a
1
u
q
2/13/
2004D-1
0
Q
w
U0
PAGE o
U
2OF8 r.
t 4'-0"_ 3'-0"
G 103-1OD C C
T—__ o C- EN3Uo0
L_ d_C N C C N L O10 _
N
1
o0E °E
6'-0
3N
7'0" `
o_a oo o a
NMech RR o. ;, p°'N3o 104
105 C m
mn 103
2 conc..
t
m
s,
c
a
E c a m mom' c E
a0 U m C
C` N C> p L C = N 10
105-1 m—Echo N
conc, fill to match fin. E L
L O N j 0 N N O floor
in this area O C °—
E s° N t
t 5107
TEC, ooM cNEo m
o om
c o m u ConC. wmoc`
om > 0 4" mtl.
stud 5/8" drywall w/
soundbat typ. 29'-0"
B 102-1
RR VCT 4 102
r` VCT
I
w VCT
A T-
6"
FINISH SCHEDULE
ROOM WALL
FINISH FLOOR FINISH CEILING 100 LOBBY
PNT. DRYWALL VCT TILE ACT TILE @9' 101 SALES
PNT. DRYWALL VCT TILE ACT TILE @9' 102 RSTRM
PNT. DRYWALL / TILE 48" VCT TILE ACT TILE @9' 103 BAYS
PNT. DRYWALL PNT.CONC. EXPOSED 104 MECH
PNT. DRYWALL PNT.CONC. EXPOSED 105 RSTRM
PNT. DRYWALL / TILE 48" VCT TILE ACT TILE @9' 106 OFF
PNT. DRYWALL CARPET ACT TILE @9' 107 STOR
PNT. DRYWALL PNT.CONC. EXPOSED 108 AREA
PNT. DRYWALL VCT TILE ACT TILE @9' All colors
and style to be chosen by Owner Floor Plan
conc. fill
to match fin. floor in
this area. DOOR SCHEDULE
WINDOW SCHEDULE DOOR TYPE
SIZE DOOR TYPE SIZE WINDOW TYPE SIZE 100-1
HM GLASS 3-0" X 7-0" 104-1 SC WD 3-0" X 7-0" A AL/GLASS 6' X 6' 101-1
HMTL 3-0" X 7-0" 105-1 SC WD 3-0" X 7-0" B AL/GLASS 3' X 5' 102-1
SC WD 3-0" X 7-0" c D AL /
GLASS
AL/GLASS
4' X
6' 4' X
4' Notes: 103-
1
HMTL 3-0" X 7-0" 103-2
ST.ROLLUP 12' x 12' H 103-3
ST.ROLLUP 12' x 12' H 103-4
ST.ROLLUP 16' x 12' H 103-5
ST.ROLLUP 16' x 12' H C C
0
G
9
O 4'-
0" O T-0" Final Data
Fire
Dept.
T O.
L Z t
20l0 a. 3.C .. C ou 3
1. Contractor
to field verify all dimensions to coordinate with the necessary dimensions
as shown. 2. All
construction shall meet or exceed all local and state construction codes.
3. All
site work shall coordinate with the site conditions. 4.All
survey information was provided by KITNER SURVEYING O c
Ln 3
J
ti
Q q
q
4.... M
2/13/
2004 A-1
PAGE 3OF8
others
Elev. 16'-0"
Top of Cap
Elev. 14'-0"
Top of Cap
IElev. 12'-0"
OL Elev.9-(r ICeilingHeight
Elev.7-0" l
Top of Sin
Elev. 0'-0"
Fin. Floor
r SOUTH ELEVATION
3
1
A3
Elev. 16'-0" AL
Top of Cap
NORTH ELEVATIONIN
Scale: 1/8" = 1'-0'
M M
71 i
Eaot Elevation
Scale: 1/8" = 1'-0"
EIev. 14'-0"
Top of Cap
Elev. 17-0"
Top of Cap
Elev. 9'-0"
Ceiling Height
Elev. 74
Top of Sill
EIev. 0'-0" AL
Fin. Floor
Elev. 16 -9'
Top of Cap C 5B m I c c m E
Elev.14'-0" a myyNzmumi
Top of Cap m N« `m `o ` o 3 03: o
n
E y E m 3 o
oc°o oiZoc n
yNm
Elev.9'-a'
O. _ C `
cmNm°m mm
Ceiling Heigh m° m n 4 o n
m m= o c Ec° y
r O C° C b m N
m rn
M E o m Coy o m
cmmEo" dvv
0 O m C r m y C
L
Elev.2'-0" 10omU—m 6M °
m
Top of Sill L m c y t- t m n a
Elev.9-0" a=Z0cm EOms
Fin. Floor m x _'m o, o «° L c
N 'n 0" O tVmCt0
U m 0 C 0 m C > m ' J
Wit- Ka 0FFmo>
Z S° v m M U OU m W uo3 West
Elevation "---I
Scale:
1/8" = 1'-0" v
5 Q "L ( ` ,v G w
f
1
Aotes: 1.
Contractor to field verify all dimensions to coordinate with the necessary
dimensions as shown. 2.
All construction shall meet or exceed all local and state construction
codes. 3.
All site work shall coordinate with the site conditions. EIev.
1!C '
opofCapTEIev.
17-0" Top
of Cap EIev.
9'-0" Ceiling
Height Elev.
7-0 Top
of Sill EIev.
V-O' Fin.
Floor r
r tl
O 0
a a
Z 0 '^
C N
ac aG
h
qq
J
2/
13/2004 A-
2 PAGE
14
4.
10 survey Information was provided by KITNER SURVEYING 9 4 OF 0
ELE -- ELEV. _
14'-0"
ELEV.
8" mtl flashing
2 X 8 PT plate
6' mtl. stud box -out
at 24" O.0
6" metal gutter system,
downspouts as req'd.
9'-0"
AV ELEV.
6" downspout in column
Exisiting metal
siding to remain
1/2" stucco over metal -- _
lath .
Column beyond
AL 2'-0"
ELEV.
I
I
Existing frame'
Existing frame
Acoustical ceiling tile and
grid typ.
16-0"
ELEV
14EVELEV.
12" x 12" Precast accent
6' mtl. stud box -out
at 24" O.0
9'-0"
ELEV.
1/2" stucco over metal
lath and 1/2" ply typ.
Exisiting metal
siding to remain
2'-0"
ELEV.
Precast cap
Plywood cricket as req'd
and flashing, cut exisitng
metal roof as req'd.
Existing frame
Existing frame
Acoustical ceiling tile and
grid typ.
o -
N Y
Stucco accent
band
12" x 12" Precast
Stucco exp. jc
o a
E c m
A mnEomOio N
c 0 m o 3 w
oE 30 0
0La,C m'O C C mL N
pan p pjD 6 aw nm _
m o m a v o an d
N T d m 0- on0 mn
N O 0 tpmmc- c c E c° Lv, L w o N oa o`
c
m E cam
U ry O. m m 0 0 -
E _ - m n v U `
U m C> O m C m
O N O m
m c c L m D E m ,n 3nom0mmao0
mmcww'- L o---
L
c c 0> o m '
0Ey> 0 g- m E£ `
o m
C CO
m N m O p 0
i'o c m.4 m
W m O C O m_ V> 0 D 00
FF >
m
z S 2 v m 3 U u m m 0 3
Existing Existing
foundation foundation
N
0'-01, 0'-0
ELEV. — — -- — -- ELEV.
ELEVATION
101 WALL SECTION 102 WALL SECTION
Scale: 3/8" = 1'-0" Scale. 3/8" = 1'-0"
Notes:
1. Contractor to field verify all dimensions to coordinate with the N
necessary dimensions as shown.
2. All construction shall meet or exceed all local and state
construction codes.
3. All site work shall coordinate with the site conditions.
4.AII survey information was provided by KITNER SURVEYING
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A-3
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F-1
rf c 3 9,\
9• WH
1_ existing
water line
WC-2HBOCIM-1 LAV-1
1 \\
WH \ \
HB_I
ryl we-V Water Riser
LAV-2 i 1
DF-1--'`I NTS
HB-- — - — - — - — - — - — - — - — - 7I-
DF-1 -
Existing Dunkin
Doughnuts CO.
4„
pL 2" VTR
1.5" A
1 2„ I ,.Co
2.'VTR
Existing Dunkin 1.si
Doughnuts CO.
3„
12"
I
2" CO
3" SS
HEAT TRAP DOWN
TO MID -POINT OF
TANK
SUPPORT PLATFORM
WC-1
DELETE IF UNDER CAB.
SS Riser
NTS
HW SUPPLY TO
SYSTEM REF PLAN
BALL VALVE TYP.
COLD WATER
1 r SUPPLY TO WATER
i HEATER REF PLAN
EXP.TANK
DIELECTRIC UNION
TYP.
WALL ANGLE
SUPPORTS TYP.
T & P RELIEF
DRAIN PAN
WATER HEATER
NTS
PIPE FULL SIZE W/
AIR GAP
C.O.
existina water line
WC-2
U)
j12" I
LAV-1 , , VTR
JiB
T — - — - —
Plumbing notes:
2 VTR 1. Owner to choose all plumbing equipment.
2. 140 max. temp. set at water heater.
nrr_,
3. All exposed water heater pipes shall have
armaflex insulation.
1
y 0 0 D O _ 0
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Plumbing Plan
Notes:
1. Contractor to field verify all dimensions to Coordinate with the N
necessary dimensions as shown.
2. All construction shall meet or exceed all local and state
construction codes.
3. All site work shall coordinate with the site conditions.
4.AII survey information was provided by KITNER SURVEYING
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O N v c O C 0
1p m n E o m 0 2` mm
Plumbing notes:
a 1. Owner to choose all HVAC equipment. m s
y-- m; a=
2. Contractor to strap tie ductwork to E N U E m
C
3
o oo,D °a
structure. n o d n o v0
3. The contractor shall install all ductwork in m m c E NoMo _ o j
accordance with all local rules and
a U
v EI cymo
standard HVAC codes.
4. Dual thermostat controls in the office and
D L "L 3
m<<- L O N U— C O N C O
lobby. L L p C m 8 L 0.m 0aEm
E
5. Install all equipment per NFPA standards. COmm `Ot0y M.OO
O
m` jOw~
L00DTaDZFFO0, m =
0.
3 mC.0HVACPLAN
Notes: 1. Contractor
to field verify all dimensions to coordinate with the N necessary dimensions
as shown. 2. All
construction shall meet or exceed all local and state construction codes.
3. All
site work shall coordinate with the site conditions. 4.All
survey information was provided by KITNER SURVEYING soon INN
Q
2/
13/
2004 M-1
PAGE 7OF8
PANEL EP1
225 A
EP1-1 LIGHTS
EP1-2 LIGHTS
EP1-3 LIGHTS
EP1-4 RR LIGHT
EP1-5 BAY LIGHT
EP1-6 BAY LIGHT
EP1-7 RR LIGHT
EP1-8 EM LIGHT
EP1-9 EXIT
480/277V, 3 PH 4 W
EP1-10 OUTLETS
EP1-11 SPARE
EP1-12 SPARE
EP1-13 EM LIGHT
compressor
PANEL EP2 480/277V, 3 PH 4 W
225 A
EP2-1 SITE LIGHTS
EP2-2 FACADE LIGHTS
EP2-3 BAY LIGHT
EP2-4 COMP.
EP2-5 HVAC
EP2-4
NOTES:
CONTRACTOR SHALL VERIFY EXISTING POWER AND COORDINATE POWER
NEEDS WITH THE OWNER.
CONTRACTOR SHALL MAKE REF TO THESE DRAWINGS AS DIAGRAMMATIC IN
NATURE. ALL OUTLETS, POWER SOURCE, REQ, LOCATION, MANF. REQ. ETC.
SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
ALL CONSTRUCTION SHALL MEET THE NFPA AND THE NEC.
From Site Lighting
2#8 Clr
1#8 GND.
ELEC. PLAN
EP1
CD1 7
EP2-2
From facade ' hting
1#10 C
1#10 GND.
Y!P
EP1-3
TB UP
m Eom°,o 1°
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N C» N C = N
y E V O l0 C L-. N N D CpNLmEN' 3
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a
N V O D O O O
LUH T '. _ O U ! T n D L
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Notes:
1. Contractor to field verify all dimensions to coordinate with the N
necessary dimensions as shown.
2. All construction shall meet or exceed all local and state
construction codes.
3. All site work shall coordinate with the site conditions.
4.AII survey information was provided by KITNER SURVEYING
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8OF8
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
Interior/Exterior Commercial Remodel****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
11/10/04
04-2641
3776 S Orlando
John Sellers
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineering G- O Fire
OPublic Works
OUtilities
O Zoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL•)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
Interior/Exterior Commercial Remodel****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
11/10/04
04-2641
3776 S Orlando
John Sellers
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
ublic Works
1P31/.41 0? MS
ElUtilities
OFire _
100
Zoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL•)
CERTIFCATE OF OCCUPANCY e=
REQUEST FOR FINAL INSPECTION li o
V1
Interior/Exterior Commercial Remodel***g
a,
DATE: 11/10/04
PERMIT #. 04-2641
ADDRESS: 3776 S Orlando 0 1
CONTRACTOR: John Sellers U
PHONE #:
A.. 1
o
CZ 0 V- Q)
w Mv
Z L 2E O
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
OPublic Works
O Fire
OZoning
Utilitjes /Co OLicensing
1 may
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL•)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
Location ID . . . . . . .
Parcel Number . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5=View detail
Opt Description
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
67435
XX.XX.XX.XXX-XXXX-0632
03371920
3776 ORLANDO DR
CITY OF SANFORD
11/11/04
15:45:53
Free -form information
BLDG IS VACANT 6-16-03
WILL BE TIRE CITY..NEEDS TO PAY ONLY
460.00 (WT) $270.00 (MT) 2" METER..
AND DEPOSIT
4, A_ -at, "'7 -?/,D
F2 Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel F16=Related pty data
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
Interior/Exterior Commercial Remodel****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
11 /10/04
04-2641
3776 S Orlando
John Sellers
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
OPublic Works
Utilities
ire
OZoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL•)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
Interior/Exterior Commercial Remodel****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
11/10/04
04-2641
3776 S Orlando
John Sellers
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
OPublic Works
O Fire ,
ning
OUtilities OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL•)