HomeMy WebLinkAbout08-7852
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7852
Permit Nu!"'ber: .7852
Permit Type: COMMERCIAL
Class of Work: NEW CONST/COMM
Proposed Use: NOT APPLICABLE
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 6901 GALL BLVD
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 03-26-21-0010-01600-0021
749,814.00
5/14/2008
28,303.42
28,303.42
5/14/2008 Phone:
NEW CONSTRUCTION OF NAPA AUTO sa FT 7800
Name: GENUINE PARTS COMPANY
Address: 2999 CIRCLE 75 PKWY
ATLANTA GA 30339
NN
MARTIN ELECTRIC
LEYVA PLUMBING SERVICES INC
COMMERICAL AIR AND APPLIANCE
AFFORDABLE ROOFING SYSTEMS INC
PLUMBING FEE 327.00
RADON 78.00
IRRIGATION METER 320.00
POLICE IMPACT FEE 1,271.40
TRAFFIC IMPACT FEES 99% COM 16,362.92
SEWER CONNECTION COMMERC 2,822.04
IRRIGATION CONNECTION 266.00
BUILDING F"f;nllf tJ!>- ~oo
q - 23-iJ6
FE
MECHANICAL FEE
WATER METER COMM 1"
FIRE PLAN REVIEW FEES
FIRE IMPACT FEE
TRAFFIC IMPACT FEE 1%
WATER CONNECTION COMMERC
PUBLIC SAFETY 5%
FIRE PLAN REVIEW FEES
228.90
320.00
468.00
1,365.00
165.28
899.96
131.82
468.00
H
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
t?<N1 L~
CO>NTRACTOR SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Permit No. 78Sz".
Date Permitted ~'IIf-D~
Builder Name/Owner Name (; e~_" '.1.e. U ~I #
County Parcel No. 03 -26-2/- Dot 0" ()/ (;;(){)- 00 ~ I subDiv:
~ 90 I G~II 6/ KD
If -......., ~p-t'c.A-L
ClassificationfType of US!? L..t:I ~,. ........ ,
PASCO COUNTY, FLORIDA
Address/Location
TRANSPORTATION IMPACT FEE,
Rate:
Sq Ft Unit:
Exempt 0 Yes 0 No How Determined
Impact Fee Amount $ lfet 5]../) , 2/) Zone No.
SCHOOL IMPACT FEE
Account (056) Single-Family Detached House
(057) Mobile Home
(058) Other Residential
J.:I23) Collection Fee
Exempt U Yes 0 No. How Determined
TAl:
Amount $
11
PARKS AND RECREATION FEE
Land Account Land Credit
Land Total
Recreation Account
Recreation Credit
Recreation Total
Zone
TOTAL AMOUNT $
t;r
Exempt 0 Yes 0 No
LIBRARY FEE
Land Account
How Determined
Land Credit
Land Total
Exempt 0 Yes 0 No
How Determined
Facility Total
Total Amount .Rf
,
Facility Account
Facility Credit
RESOURCE FEE
TOTAL AMOUNT
PreporedBy &,~ Checked By
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION
PERFORMED UNTIL THE TOTAL AMOl!NTS LISTED HAVE
BE:EN pAID AND
RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY
ERU
Acknowledgement below does not Imply acceptance of concurrence, but simply receipt of a copy of this form. placing
the building permit owner on notice of this assessment and thll conditions of payment for same.
RECEIVED BY
DATE
RECEIPT NO.
DATE
BY
~1\Jur\jc ~AKI~ CUM~ANY
~ONTACT: FRANK DEL CASALE
)A STORE DEVELOPMENT GROU'P
~2 CHASTAIN MEADOWS COURT
KENNESAW, GA 30114
(770) 956 2609
ENGINEER:
GreenbergFarrow
CONTACT: KEVIN PRUEMER
FIRST AVENUE SOUTH, STE. 305
;T. PETERSBURG , FL 33701
(727) 362 0280
TIlis instrument Prepared by and Return to:
Mich~~l T. C~;.rp
Kennedy Contractors, Inc.
1495 Forest Hill Blvd., Suite A
West Palm Beach, FL 33406
1111111111111111111111111111111111111111111111111111111II111
2008071211
NOTICE OF COMMENCEMENT
Rcpt: 1180052 Rec: 18.50
DS: 0.00 IT: 0.00
05/12/08 _Dpty Clerk
Permit No. '
Tax Folio No: 113 --7~~- 2( - 0010 -O(foOo - 002..0
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 173,
Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of Property: (legal description of property, and street address if available)
6855 Gall Boulevard, Zephyrhills, Florida (see attached)
2. General Description of improvement:
New Construction
3. Owner Information: Genuine Parts Company- Frank Del Casale
a. Name and address: 2999 Circle 75 Pkwy., Atlanta, GA 30339, 770-859-2923
b. Interest in property: Fee Simple
c. Name and address of fee simple titleholder (if other than Owner):
JED PITTMAN, PASCO COUNTY CLERK
05/12/08 03: 14~m 1 if ~
OR BK 7834 PG 817
4. Contractor: Kennedy Contractors, Inc.
a. Name and address: 1495 Forest Hill Blvd, Suite A, West Palm Beach, FL 33406 R'
b. Phone Number: 561-434-1300
c. Fax Number (optional, if service by fax is acceptable):
5. Surety: N/A
a. Name and address:
b. Amount of Bond: $
c. Phone Number:
d. Fax number (optional, if service by fax is acceptable):
6. Lender: N/ A
a. Name and address:
b. Phone Number:
c. Fax Number (optional, ifservice by fax is acceptable):
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in
section 713.13(l)(a)7., Florida Statutes:
a. Name and address: Al Graese 11716 N. Florida Ave., Tampa, FL33612
b. Phone number: 813-935-2742
c. Fax number (optional, ifservice by fax is acceptable): 813-935-8414
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713 .13(l )(b), Florida Statutes:
a. Name and address: Sonny Supan 2999 Circle 75 Pkwy., Atlanta, GA 30339
b. Phone number: 770-956-2200
c. Fax number (optional, if service by fax is acceptable):
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified): 7/
Signature of Owner 0 Lt( ~t'6Vv~I"~;a-~.
S~ to and subscribed before me by
rn..... Ie:' npj G:t.s.q(.p_
who is personally known to me or produced
as identification,
and who didnc,:t take an Qath' this ,~-+h
day of .....:~LL. , w ~ -""'S .
""anae "n;"l(uy ~~~
Printed 1'lame ofNotHry:.' '1" .
Comt~'ission No.IEJCpiraticm: 3. / ( r; I...,.
Seal: I /
Owner's Name: Frank DelCasale for Genuine Parts Company
Owner's Address: _2999 Circle 75 Parkway
Atlanta, GA 30339
Rebeccn Lock
Notary PL!bliC
Fulton County, Ge'.Jrgla
My Commission Expires f,;~C(l15, 2010
_,J>
. .. \
- , 4
1340
.
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EXHIBIT" A"
LEGAL 'DESCRIPTION
A parcel of land being a portion of Tract 16, ZEPHYRHILLS COLONY COMPANY, as
recorded in Plat Book 2, Page 6, Public Records of Pasco County, Florida, also being in a portion
of the Northeast y.. of Section 3, Township 26 South, Range 21 East, Pasco County, Florida,
being described as follows:
ComII;lence at the southeast comer of the Northeast y.. of said Section 3; thence North 00013'18"
West, along the east l~e of the Northeast y.. of said Section 3, a distance of 1987.85 feet to the
easterly extension of the south line of said Tract 16; thence North 89056'37" West, along said
easterly extension, 15.00 feet to the southeast comer of said Tract 16; thence continue North
89056'37" West along the south line of said Tract 16, a distance of63.82 feet to the west line ofa
parcel of land described in Official Records Book 6146, Page 1202, public Records of Pasco
County, Florida; thence North 00021 '27" East, aiong said west line, 28.00 feet to the Point of
Beginning; thence continue North 00021 '27" East along said west line 21.02 feet to a non-
tangent curve to the right having a radius 'of 35.00 feet, a central angle of 17" 04' 18", a chord
bearing of North 22046'07" East and a chord distance of 10.39 feet; thence along the arc of said
curve and said west line, 10.43 feet to the westerly right-of-way line ofD.S. Highway 301 (Gall
Boulevard), as shown on Florida Department of Transportation section map 1405-202, Public
Records of Pasco County, Florida; thence North 00020'26" East, along said westerly right-of-
way line, 71.40 feet to the north line of the south 130.00 feet of said Tract 16; thence North
89056'37" West, along said north line, 351.44 feet; thence South 00003'13" West, 102.00 feet;
thence South 89056'37" East, 346.96 feet to the Point of Beginning Containing 35,176 square
feet, more or less.
[13] User/Genuine Parts Company/1822.88/Deed
Page 3
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Fire Chief Keith Williams
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813)780-0041 Fax (813)780-0044
FIRE SERVICE USER FEES
Contractor. }{.il!!l.d 't ('t~
Billing AddreSs: .'
Occupancy No.:
Plan No.: cfI-(;)~
Business Name: 1J--
Business Address:' biD I b rQ- II
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
Site Plan
SPRINKLER SYSTEMS
B 0 - 25 Heads $50
26 plus Heads $100
STANDPIPE SYSTEM
o Per Riser $50
FIRE PUMP
o Per Pump
FIRE ALARM SYSTEM
B 0 - 25 Devices $50
26 plus Devices $100
SUPPRESSION SYSTEMS
B~~ ::
Bother $50
KITCHEN EXHAUST
o HoodIDucts
OTHER
8 LP Installation per tank
Fuel Tank Installation
(Per Tank)
o Natural Gas Installation
(Per System)
o Spray Booth
INSPECTION FEES
NlC
N/C
$100
$250
$500
$100
Annual
1 st Re-inspection
2nd Re-inspection
3rd Re-inspection
4th Re-Inspection
(Business closed until
violations corrected)
SPRINKLER SYSTEMS
~ Hydro Unclergrounds $45
Hydrostatic Test $65
Acceptance Test $45
Hydrant Flow $75
per system
per system
Billing Phone No.:
Billing Fax No.:
Contact:
PERMIT FEE
$50
$50
$50
$50
$50
$50
$50
$50
$100
$500
$25
$100
$50
$50
$25
$50
$50
$100
150
per wall
per lank
per system
Sprinkler
standpipes
Fire Pump
Hoods
Fire Alarm
LP Gas
Natural Gas
F~I Tanks- perlank
Sparklers
Fire Works
Camp Fire
Controlled Bum
HoodIDuct
Place of Assembly
Fire Protection
Flammable Application
WiSe Tire storage
Generator < KW
Generator >30 KW
Bic-Hazard WiSe
Fumigation Tenting
Torch Pot/Applied
Haz. Materials
FALSE ALARM FEE
1 st Alarm N/C
2nd Alarm N/C
3rd Alarm N/C
4th Alarm $100
5th Alarm $150
6th Alarm $200
NON COMPLIANCE $150
Annual
Annual
Annual
$100 Annual
$50
$50
$100 Annual
FALSE ALARM
TOTALI
$so ~ Tent 1 0'x1 0' or greater
Fire Pump
Fire Suppression
System Acceptance
B Exhaust HoodIDuct $30
Re-inspection DBL
(other than annual)
$50 0 Inspection scheduled DBL
and cancelled less than
24 hours
B Construction Insp. N/C
Emergency Vehicle Ao $50
PLANS TOTAL~ INSPECTION TOTAL~
FIRE ALARM SYSTEM
B System Acceptance $50
Recall Acceptance $50
OTHER
~ Fire WalllSmoke Wall
LP Gas
Natural Gas
$15
$25
$25
$50
$50
$50
$50
$15
$45
$30
per lIlnt
B
PERMIT TOTALc=J
~s--
Comments:
GRAND TOTAL
S/5l1/d1f
.Kerry ~~Alt!-ff -F~
Date:
'ns~ctor:
City of Zephyrhi1ls
BUILDING PLAN REVIEW COMMENTS
Site:
;J A(J l+-
S- -'If-oB
~9/)1 GAl! 6ft/V
!.f.-UI5/tfY' 77> )I~/0L
ContractorlHomeowner:
Date Received:
Permit Type:
Approved wino commenlJ!.t
Approved wIthe below conunents: 0 Denied wIthe below conunents: 0
~.,i ~/]~:?2-
fl.MVsn '?Jh ~Jfl ~ 6 f:;. cJ7)
IOliht. ~~
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This comment sheet shall be kept with the permit and/or plans.
f~)'~ll
Date Contractor and/or Homeowner
(Required when comments are present)
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal
Kerry Barnett
Bus (813) 780-0041
Fax (813) 780-0044
May 30, 2008
I have reviewed and approved the plans (mechanical) located at 6901 Gall. I have
attached the comments for the plan approval. If there are any questions please contact my
office at 813-780-0041.
1. Duct detectors shall be installed to shut down units. Reset switches shall be
installed in an accessible location.
2. Ensure fire damper is fire caulked around damper prior to installing
sleeve/cover plate.
Inspections Required
1. Fire damper verification in electric room
2. Duct detector test.
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PERFORMANCE BUSINESS PRODUCTS. INC. 813-719-6008 FAX 813-719-7919
CITY OF ZEPHYRHILLS
ZEPHVRHILLS, FLORIDA
WATER ACCT. NO.
DATE
5-1'1-0&
SERVICE ADDRESS
~~~~':i J<.p fiMdr. &Ac[-~O: Z G
MAIUNG /1~~~ t:i.6/VJJ S-rGI4
/;j~~ - Lm _ Y-l 3 3~~
69/)1 GA-lllfll/j)
~ATER
o
/ .,---...... I
SHUT OFF SERVICE
TURN ON SERVICE
cv
tY
o SEWER
INSTALL METER
o GARBAGE
~-
READ METER
o
~ITY
CHECK METER
o
o OUT CITY
-L No. OF UNITS
OTHER
o
.L i r rfj47M /lIte...<k..- I'
pu;.,.,f- -#= 7862-
- DEPOSIT AMOUNT
- AMOUNT LAST BILL
_DATE
- MISC. CHARGE
METER: full
irrigation
WORK COMPLETED BY
& DATE COMPLETED
~
l~
Retain while form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept to sign yellow form & return to office.
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PERFORMANCE BUSINESS PROOUCTS, INC. 813-719-8008 FAX 813-719-7919
CITY OF ZEPHYRHILLS
ZEPHYRHILLS, FLORIDA
WATER ACCT, NO.
DATE ~/1-0 e
OWNER!
RENTER
(Qui
MAILING
SERVICE ADDRESS
SHUT OFF SERVICE
o
W
a;v"
c..-wATER
TURN ON SERVICE
o SEWER
INSTALL METER
o GARBAGE
READ METER
o
o
o
tAJ(LJu /Yle-~ I'
L/'-M- 7~5Z-
pe-rt?? r ..,...-?'"
~N CITY
CHECK METER
o OUT CITY
~ No. OF UNITS
OTHER
I
--
- DEPOSIT AMOUNT
- AMOUNT LAST BILL
_DATE
- MISC. CHARGE
METER: full
irrigation
WORK COMPLETED BY
& DATE COMPLETED
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to office.
ORDER TAKEN BY
~
. KENNEDY CONTRACTORS, INC.
~1fl"1}'1f 165~
May J 4. 2008
City of Zephyrhills
Building Department
5335 8th Street
Zephyrhills, FL 33542
Gentlemen/Ladi es:
Please accept this Jetter as your authorization to allow Ray Lannom to apply for. sign t\lr
or pick up any permits. certif1cates of occupancy or certif1cates of completion on behalf
of Kennedy Contractors. Inc.
Thank you for your assistance.
Sincerely
./'
./;.... -",'.'/ , .... ,,/
.-'/' ,,/
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l...fIA.....,~-...A,~.....,~-:~
ThomaS'-F.' Ke~.
()ualifier /,'
,."~/,,,"
"FK'hY
State of Florida
County of Palm Beach
Signed before me this 14th
perscnally kno\vn to me.
day of Mav. 2008. by Thomas F. Kennedy who is
1 i ,/
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-..i/vv'../ i, I.'
Ashley N Y\:omans. No/arv
.' .: ,....
I ~...... ~jotaly Public.. ""'. """I
! ~"'1: A.Shiey N Yeomans
~ :"'~. My CommISSIOI1 DD492553
.... 0. .:.1' ExptfllS 1112012009
,. ._.~.~c_,,,,,,-,c-,,,,,,,,,=~,,.=-_~, .
(561) 434-1340
(561) 434-130~ FAX
1495 FOREST HILL BOULEVARD' SUiTE A
WEST PALM BEACH, FLORIDA 33400
CGCA28023
813-780'{)02D
A1B5V
f:1' Fax-813-780'{)021
City of Zephyrhills Permit Application
Building Department
Date Received
Owner's Name
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's ~ddress
Fee Simple Titleholder Address I N J A
~aJl J30~'t~_~:b~O _ b;~~O:'Il~:
(OBTAINED FROM PROPERTY TAX NOTICE)
~ NEWCONSTR D ADD/AL T D SIGN D MOVE D
D INSTALL D REPAIR
PROPOSED USE D SFR ~ COMM D OTHER I
TYPE OF CONSTRUCTION ~ BLOCK D FRAME ~ STEEL D
DESCRIPTION OF WORK I New &NS~ li1P~~r+5 ~Ye..
BUILDING SIZE 5.f. sa FOOTAGE Ii. ~ ,Nt:'! HEIGHT llu "8" +0. /.1aSIlq.
1$~52 /lq2- I
1$ 61J lQz.. I
1$ 21, '004 I
1$ 82.. 'L6p I
D GAS ~ ROOFING D
FINISHED FLOOR ELEVATIONS I e'l. 4'5 I I
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
DEMOLISH
OTHER I
~
BUILOING
VALUATION OF TOTAL CONSTRUCTION
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ELECTRICAL
AMP SERVICE. D I J PROGRESS ENERGY D ~.EC.
Ort:..:~ .Ptoa~j (".Q '/ l-r/O" RC~. 17 ..Qfl
~'PLJIJ(,.- \ ') liJ /Jj, N~ 5-12. J.
M~ (1'el!!T' (on'Omco.7 .LJ/..f!-I'- . "~~ ..Ph_ ,_
VALUATION OF MECHANICAL INSTALLATION 'Izoo l~ 0 D ~ ~
Cc~/5~.- ~. fA~.
SPECIALTY D OTHER - F{rYlI2..h/01 lUVU
FLOOD ZONE AREA DYES DNO , _ L ~ \~.5)
I ;::.. tQ e.j, s, (/'(\.b ....1kI1:1..J:: . .
PLUMBING
MECHANICAL
BUILDER
SIGNATURE
Address
II13r~J~~jcu'~pY1tt&1or~ 1JG
License # k:~ -(~ (" A- 2.<60 Z 3
~'1rfc;REf:j1fj;iI- ~~I
License # I ~C./? 0 lJ /Jh I
')t/1tI 6/"'t~ IIV'}
Y/N
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
...-c.pc-; '125'&/14
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License #
~~ ..~.~
~ Address
11 OTHER
~ .1~ -(l.J SIGNATURE
~ Address
9~tJ.;
MECHANICAL
SIGNATURE
COMPANY
REGISTERED
L..!.!..!!...J
FEE CURRENT
L2:..!.!!....J
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I
license #
COMPANY
REGISTERED
L..!.!..!!...J
FEE CURRENT
L2:..!.!!....J
License #
RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
'-'PROPERTY SURVEY required for all NEW construction.
COMMERCIAL
SIGN PERMIT
Directions:
Fill out application compieteiy.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC Fences (PloVSurvey/Footage)
Driveways-Not over Counter ~ on public roadways..needs ROW
NAPA - Gall Blvd - 6901-prmt#7852-Kennedy Contractor Inc
SQ. FEET PRICE
MAIN OR LIVING: 7,800 $ 96.13
OTHER AREA UNDER ROOF: - $ 96.13
OTHER: - $ -
VALUATION $ 749.814.00
FEE SHEET $ 2.180.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 2.283.60
ELECTRICAL: $ 490.50
PLUMBING: $ 327.00
MECHANICAL: $ 228.90
SUB-TOTAL $ 3.330.00
RADON: $ 78.00
TOTAL $ 3,408.00
SEWER: $ 2.822.04
WATER: $ 899.96
IRRIGATION: $ 266.00
TOTAL: $ 3,988.00
WATER METER 1":1 $
IRRIGATION METER 1": $
320.00 I
320.00
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 468.00
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ 468.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 1.271.40
FIRE $ 1.365.00
5% $ 131.82
TOTAL: $ 2,768.22
Plus Rev Fees &
SUB-TOTAL $ 11,272.22 ~IUS25%TIFtoPlckUP Penn It If not paying Total
75% due before @ Premeter Inspection
PARK IMPACT FEESI $ l Not Applicable
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
Not Applicable
TIF'S: $ 16,528.20
99% $ 16.362.92
1% $ 165.28
25% Total
99%
1%
$4,132.05 75% Total $12,396.15
$4.090.73 99% $12.272.18
$41.32 1% $123.97
TOTAL: $ 27,800.42
Revision Fee-Blda $ 35.00
Revlson Fee-F!,e $ 468.00
Total $ 28,303.42
All TIFs must be paid in total before Premeter Inspection
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City ofZephyrhllsPermit AppIicat~
8U1dIna o.PIIrtMn1
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D GAs 8 ROOFING 0 Sl'EClAL'rI'D orHER ' ~~;fit tu-,1n-1 "'~.
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Ad oommlnllol ~_ mull _comlllllne. .
......,..(:l)"..at~P....s.
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OI/IlR TfoIIi COUNn!Jt PEIWm..ca l/'lunl 01 AppI'cltion Ol'lly) .
Re""". 8- seNlce Uparodoo Ale Fonoes (PIoVS16WYll'1lO1IllI1
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ja~ 14 08 07: 58a
Commercial Air
941-746-9812
p.2
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
..
~1 CONSTRUCTION INDUSTRY LICENSING BOARD
.~ ~. 1940 NORTH MONROE STREET
fr:ijj...~~. TALLAHASSEE FL 32399-0783
(850) 487-1395
ALLRED, BRETT R
COMMERCIAL AIR &: APPLIANCE SVC INC
2418 41ST STREET EAST
BRADENTON FL 34208
.~; DE~=;:'~6'BtJsi~s~ tl:~ b 3
\,.~".~7 ,'PROFESSIONAL REGULATION
CAC058586 09/13/07 "'0701407,66
CERTIP.~ED AIR CORD CONTR
AULREii/" BRETT R
:COMMERCIAL AIR & APPLIANCE SVC IN
. ..- .' '. H l/
IS, CERTIFIED \lACIer tbe',proviaioo.. of ch.489 I'S.
Exp..,.ti.~,,~.t~,AUG31,20.08. . L07Ull00455
DETACH HERE
ACt!
.~ I ..~ r\ ...", .-. ~
.;> ifL U t") !) .::' ST~TE Of FLORIQA ,
DEPARTMENT OF,~' BU'SOOS.S:. ANn PROFESSIONAL REGULATION'....' ,I".i.,~" ...:... :: .'
CONSTRUCTION', INDUSTRY,LICENSINGB~ARD "SEC:l# :t'01.0 9'13'00:455;
"'::':~'A/':'~ . '~""_" ._ ,-,_~, . ','
DATE
09 .13 2007 070140766 CAC058586
The CLASS B AIR CONDITIONING CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2008
ALLRED, BRETT R
COMMERCIAL AIR &: APPLIANCEL,:s-vc INC
2418 41ST STREET EAST" . ,
BRADENTON FL 34208
:",~,r.i'" ,'.
," .', - :- .'.. ,-' .- - ..--.. : /,>.~/,~'"
DISPLAY AS REQUIRED BY LAW- .
;: ~~"-" !
",:r':BotLi';:BENSON .,
<S.ECRETA'RY
.J,i.,
, ,
CHARLIE CRIST
GOVERNOR
t'-~j
Ma~ 14 08 07:58a
Comm@rcial Air
941-746-9812
p.3
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTR~ LICENSING BOARD
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
(850) 487-1395
-\
COMMERCIAL AIR &: APPLIANCE SERVICE INC
2418 41ST STREET E
BRADENTON FL 34208
. .D:i~~ON~~~~~::; F'
QB0019207
08/17/070~ci096S17
QUALIFIED BUSINESS ORGANIZATION
COMMERCIAL AIR &APPLLANCE SERVIC
(NOT A LICENSE_TO PBRFORM WORK.
ALLOWS COMPAHY'l"O DO BUSINESS IF
IT HAS A LICENSED QUALIFIER.)
IS QUALIFIED unur ~be provision. of ch.489 FS.
_t...U_ date: AUG 31, 2009 L0701l701457
DETACH HERE
Jl ? ':~ /~ Q ~-~ ~ ()
AC". .~.' ".I' : _..' "_~ ,\.: "".'
STATE OF FLORIDA
- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION .. . .. ... _.. _ .
CONSTRUCTION INDUSTRY LICENSING BOARD$EQ#L'07c0817014:57
: - LICENSE NBR
08 17 2007 070096517 B0019207
The BUSINESS ORGANIZATION
Named. below. IS QUALIFIED . _ _
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2009
(THIS IS NOT A LICENSE -TO PERFORM WORK. THIS ALLOWS
COMPANY TO DO BUSINESS~.;~NL~ IF IT HAS A QUALIFIER.)
COMMERCIAL AIR &: APPLIANCE,-SERVICE mc
2418 41ST STREET E ..:-;
BRADENTON FL 34208
CHARLIE CRIST
GOVERNOR
DISPLAY AS REQUIRED BY LAW
HOLLY BENSON
SECRETARY
Ma~ 14 08 07:58a
Comm@rcial Air
941-746-9812
p. 1
~~.
D @DiJJ/b iJJDIld
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-........
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2418 41.t Street East
Bradenton, Florida 34208
Ph 941-744-1272 Fax 941-746-9812
www.CommerciaIAirService.com
Fax Cover Sheet
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Date: GJ.;-44y'
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From: Kit'"" Ferris At Greene-Haze' & ;>,sso:, FaxlD: Tc:::ty ofZe"hyrhiils
Date: 412S12J08 01 :3J PM Page 2 of 2
ACORD~
CERTIFICATE OF LIABILITY INSURANCE
DATE rMM'DDIWYYI
OP ID KF
KENNE-3 04/28/08
THiS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
AL TER THE COVEMGE AFFORDED BY THE POLICIES BELOW,
PR:'Dl,CER
Greene-Hazel & Associates ,Inc.
lO~39 Deerwood Park Blvd, #200
Ja~ksonvi~le FL 32256-2873
Phone: 904-398-1234 Fax:904-396-7432
INSURED
I
! INSURERS AFFORDING COvERAGE ! NAIC '#
~-~-~~lF;' _. .~.:Ilt.ti.ld :nS1.l.rl,nc$ C~.pU'lY -------~-112.---
r~~'~~fr.:-;;--cNA_~n~~ran_~~compa_nies --=;-02I86~~-'
Kennedy Contractors. Inc.
At tn: f:I.r. Michael Carp'
1495 Forest Hills BlvQ ste A
West Palm Beach FL 33406
~~:::~~c---___n-'---_---------+-------
, --------~-_____-J...-_____...~______
i II\J~J'EF E
COVERAGES
iH:: ~()L1Cit::::. ()F It j:~,U::A',(:E L: STELl b::LOv'.j r"jA',ic_ BEE ' '::;:;'::;1.;[:..[; TU TH= t' i:'Uf.:ED t'J.L",iJ1~LJ ,..l.,bl)',/t: F')~ I-c. P(_li.; "FlRI0L', ~~L'I_AT=D 1'4(":\1 111-:~:i,.u.f\JDi!'i'_~
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~1A" PEP-'Ai!.,) THE ~JSUf'\,6N~::-E~.FFOR:'E[,' :;'( THE p")L C'ES :)ESCRIBED l-l=REil< '::"3JE,.'E:r':(.' ,A,L_ Tf-:E TfP",1S E/;CLUSiV<::i.l.f\:D ::::>~"~,;OITlutJ:~ ~:,l= SUCH
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06/01/07
WORKERS COlIIPENSATION AND
EMP~OYERS' LIABILITY
e A!\jY PRCPRIET:JRlp.c,RT\[RiE:-:.ECUT V[
eFr, :':E';'(.'ME~/,Bt+. Ei_LLJ]E:C',
2083385468
06/01/C7
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OTHER
,
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06/01/07 i
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Scheduled I
DESCRlPTIC,N OF OPERATIONS/LOCATIONS I VEHICLES / E(C~"'SIONS ADDED BY ENDORSEME',IT / SPECI;lJ. PRcvrSIOt.S
City of Zephyrhills is named additional insured.
CERTIFICATE HOLDER
CANCELLATION
SHOULD Al-N OF THE ABO',!; e'ESCRIBED POLICIES BE CAN'CE~lED BEF'JRE THE E)PIRATI::>I'J
oMS wRITTE' :
ZEPH~lUf
I P&k'feY(~W;~".,,~~, i-- --------;:I~I~;- ~----~ ----
I I F",H ,)C,:UP'EiK,f ! ; 1,000,000
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I 06/01/08 l~PEI~lsEi,:.E.-';'U~el'O. _ [il_50,()00
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06/01/08 I E':.l'.~,~; '<CI~~_-l; 500~0..?____n_
rE [:oE~:SE - Et, flc,H':E I,; 500 ,000
'--------,------.-
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06/01/0a I
!
~ent/Leas
SchedUled
50,000
42,500
OATS; THEREOF THE 'sSU...,G N3URER WI~~ ENDE,<,VOR TO MA'~ 10
City o~ Zephyrhills
Fax: 813 7800005
5335 8th Street
Zephyrhills FL 33540-4312
r'!OTICE TO THE CERT1FIC,~TE HO~OER ~;AMED TO THE ~EFT, BUT FAI~URE T::> DC SO ShA,.L
iMPOSE t,JC OBLIGATION OR lIAB'LITY OF ,vw Klf.m UPON TI-IE It~S\J'ReR. ITS AGa-.lTS e"R
ACORD 25/2001/08)
j,EJ;Wrl\'li
,/lPU-
@ACORD CORPORATION 1988
From: Kif1"'i Fe-rris At: Greene-Hezel &P.SSCt':. Fa.xIO: ;G: ~)~/ of Ze::lhyrhi!ls
C'ate: 412312008 01 :3': Pill Page 1 of 2
10739 Deerwooc Park Boulevard Sl:ite 200
",:acksonv, I Ie , FL 32256
Tol! Free (866:1 398- ~ 234
P~lone (904) 398-1234
Fax (904) 396--7432
Fax
. Kim Ferris To:
Econ:t:.-_________u______,____________________________________
Pages: 2 ______________ COl'!:!~any~ City_~~Zephyrhill~___________
0ate:___4!28.a008J~1 :29:58 PM Fax: (813) !80-0005 _______________
Sllbject;_Ken'!.edy Contractors ~~______________ __________
Message:
/i-----
/1 .
1I1a.~
I,
CIty of Zephymihl Permit ~Iicat!on
IlUlldnO D&p8flnIenl
~~5:::~~
Dille Receivlld
QwlI.... N8Jl1Il
o-w _lie Nala-
, o'!""lf' p,,- lIoNnbor I
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Fee SI..ple liIIe~oldIr AcId.... I!J J A
r~~L ~I ~~~~~-:'~'":'M~
RII'llIllElI_-"TM~
~ NI!WCONSTR B AIlDlAlT D SIGN .0 MOVE 0 IlEM01.lSH
L..J INSTALL ~AIR
PRQPOSSO use D lII"ft S COMfo' 0 O~ I -.
lYPEOFCOD11W01ION IS _OCt< CJ FRAME ~ STEEL t:l OTHeR c- 1
_.._~NlW~~~'. I
8Ul\D1NGSlZE I ~MO ,.f. I eaPOOl'AGEt1~ i~b::r-::KTII1b~"t.....j.
12$1 8Ul.DING I' 4'51, ~L l V~TlONOFTOTAl.CONSlRUCnON
IXI IiLl:CTI\lCAL I' 01 l.q2.. I AMP SSlYIC& D . J PRf>GReSS EH~OV 0 ~e.c.
. . - o~~~e~~c,Q_7'"",/ol(' 1t~ b
~ PlUMBING '__21. eD~ --1 MO!fr~ CQrlDtnCh'la>.AI/&. . ~~ "~_'A .
C8I MGC~cAl IS. oil 'L6" I ,VALUAnO"OFM~IWlICAlINSTAUAl1ON ~I'Z./:: ~_a~
D GAS ~ ROOFING D speCiAllY D O'THEA - form ~ ~.
1'IN1SnE:D J'Lc)()R flEVA110N6 I 40..J "'" I ] FU:IOD ~NE AREA DVES 0110 &I) . _ L_ ~.
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COMPANY I - -A-J;fvrcJ" .e ~h.
llUlSTBlEO c::ill5 fEE CIIIIIIIIlT Y I,.
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8lH1..DEI\
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IlGNATURE .
.....,IIBER
SIGNATURE
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U&cIIANICA1. -rtz.:D
81Gt1ATURE I IV
Ad*- I --
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fU!81DermAl. .-..n I2lI'1c1 PI... (2) ... of 8lAd~ PllNt (1) HI <II I!netuv Fonn&
Mini1Iutft 'eft (1 0) ~ dwi' .. tubmllllll cID. R.........llIISile, CGnslNClIon "'-. 8lI1II11Y ~Iti_ & 1 du1Ipster
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AI~NQUlrem_llUtmeelc:lll1lpli_ '
StGN PERMIT Abdl (J) lclSof E~ Plene.
~0PER1Y ~VIOY ~ laraU NEWCO/lIlIIICIlIln
1llNe1""'"
Fll out III'PIioa\ian CDllpll!lel)l.
Own8r& eon-.. b8c:k of 8PPIaeliOll. ,.,....
It_S2&UO, e NDIIC. afCllmlll8l1C4lll1lll18'-',*,- (A/C upgrad....,e.C8IKJD)
.. All,"' (fot\l1e C1D~ Ot Power of NIptfttt/f (/Dr lneowner) wwld be 'Omval1ll will> ~ Iet,ler'IlIIII_lIlIIlllll1mg.pnte .
OVER THE COUNTER .....m1NG (Fronl (If IIppIIC8lICft Oruy)
R_ a-- $_ upg"llloos NC Fence. (PIOVlurveyJFOClIt!Pl
~oL _ COIlnIIlM"'lll1 pub*: rOlldMlys.:r-dt ROW
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~ImIns SllIHaAHd:1Z WV 90: 0 I NOW/LOOZlt 111m
5LL9985E18
99:50 800Z:/EI/9B
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County .
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby. made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterlWastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use offill is not allowed in Flood Zone "v" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties. the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
. acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools. air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifia~le cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
I
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVE ENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER 0 TTORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENT.
FLORIDA JURA . 1 .--/'
!
- :
~~
Notary Public
""'m' ." (1'4:, ~..""" no~
~~'" ....~/ Expires December 12, 2010
Name of NOlaryQ~rintell"8\'"iiQ/Wilh'6 ,.,.;" 1"-,.,,,, 088 ali 1010
Pasco County Parcel: 03-26-21-0010-01600-0021 001
Page 1 of1
Search Again Show Map Building Schematic Unavailable Estimate Taxes Frequently Asked Questions
Other Agency Data: Tax Collector School Board Supervisor of Elections
Data Current as Of:
ParcellD
Classification
Weekly Archive - Friday, December 07, 2007
03-26-21-0010-01600-0021 (Card: 001 of 001)
10 - Vacant Commercial
Mailing Address
GENUINE PARTS COMPANY
2999 CIRCLE 75 PKWY
ATLANTA, GA 303393050
Physical Address
Physical Address N/A
Legal Description (First 4 Lines)
ZEPHYRHILLS COLONY CO LANDS
PB 2 PG 6 PORTION OF TR 16
DESC AS:COM AT SE COR OF NEl/4
OF SEC 3 TH NOODEG 13'18"W ALG
Assessment (totals)
Ag Land
Land
Building
Extra Features
$0
$203,105
$0
$0
Total Assessment
Save Our Homes
$203,105
$0
Taxable Value
$203,105
Use
1000
1000
Land Detail (Card: 001 of 001)
Description Zoning Units Type
COMMERCIAL 00C2 12,000.00 I SF
COMMERCIA 23,717.00 I SF
Additional Land Information
Tax Area I 30ZH I FEMA Code I Commerlcal Code
Building Information (Card: 001 of 001)
Unimproved Parcel 00 - Unimproved
Extra Features (Card: 001 of 001)
Description I Year I Units
No Extra Features
Price
Value
$87,840
$115,265
$7.32
$4.86
M3012AP
Line
Value
2007
09
Sales History
NYE WILLIAM F & ANDREA R
Book/Page Amount
7643 / 1338 $380,000
Previous Owner
Year Month
Search Again Show Map Building Schematic Unavailable Estimate Taxes Frequently Asked Ouestions
Other Agency Data: Tax Collector School Board Supervisor of Elections
http://appraiser.pascogov .comlsearch/parce1.aspx?sec=03&twn=26&mg=21 &sbb=OOl 0&... 12/1 0/2007
Fire Chief Keith Williams
ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Bus (813)780-0041 Fax (813)780-0044
FIRE SERVICE USER FEES
Occupancy No.:
Plan No.: 07--1-3"2-
Business Name: vA-f> F1
Business Address: "f5 <;;S (b.l9-1 / 8/ v..LJ
Business Phone No.:
Business Fax No.:
Contact:
PLAN REVIEW FEES
(j) 0 Site Plan ~
l' ~UIli-FamiIy/Commercia~
(Minimum Charge $25.00
o Plan Revisions DBL
SPRINKLER SYSTEMS
B 0 - 25 Heads $50
26 plus Heads $100
STANDPIPE SYSTEM
o Per Riser $50
FIRE PUMP
o Per Pump
FIRE ALARM SYSTEM
B 0 - 25 Devices $50
26 plus Devices $100
SUPPRESSION SYSTEMS
R~~ ::
Bother $50
KITCHEN EXHAUST
o HoodIDucts
OTHER
B LP InstaJlation per tank
Fuel Tank Installation
(Per Tank)
o Natural Gas Installation
(Per System)
o Spray Booth
$100
$50
$50
$50
$50
INSPECTION FEES
NlC
N/C
$100
$250
$500
Annual
1 st Re-inspection
2nd Re-inspection
3rd Re-inspection
4th Re-Inspection
(Business closed until
violations corrected)
SPRINKLER SYSTEMS
~ Hydro Undergrounds $45
Hydrostatic Test $65
Acceptance Test $45
Hydrant Flow $75
per system
per system
Contractor. h~ ~ ~~ ,
Billing Address: 0 . "'>4s.4- ~C-~ &+ I\\~
~4:tAk... ~
Billing Phone No.: J4.I-l~ 305".EE(
Billing Fax No.:
Contact:
PERMIT FEE
$50
$50
$50
$50
$50
$50
$50
$50
$100
$500
$25
$100
$50
$50
$25
$50
$50
$100
150
Sprinkler
Standpipes
Fire Pump
Hoods
Fire Alarm
LP Gas
Natural Gas
F~ Tanks- perlank
Sparklers
Fire Works
Camp Fire
Controlled Bum
Hood/Duct
Place of Assembly
Fire Protection
Flammable Application
Waste Tire Storage
Generator < KW
Generator >30 KW
BiD-Hazard Waste
Fumigation Tenting
Torch Pot/Applied
Haz. Materials
B
PERMIT TOTALc:=J
Comments:
GRAND TOTAL J f ~ ~
)'1-fj;!i:~~~~}f~~ - -. -
$50 ~ Tent 1 0'x1 0' or greater
Fire Pump
Fire Suppression
System Acceptance
B Exhaust Hood/Duct
Re-inspection
(other than annual)
$50 0 Inspection scheduled DBL
and cancelled less than
24 hours
B Construction Insp. NlC
rilInt Emergency Vehicle Ao $50
PLANS TOTALf(-lJi'!t!_JNSPECTION TOTALc=]
FIRE AlARM SYSTEM
B System Acceptance $50
Recall Acceptance $50
OTHER
~ Fire WalUSmoke Wall
LP Gas
Natural Gas
$15
$25
$25
per wall
per lank
per system
FALSE ALARM FEE
1 st Alarm NlC
2nd Alarm N/C
3rd Alarm N/C
4th Alarm $100
5th Alarm $150
6th Alarm $200
NON COMPUANCE $150
Annual
Annual
Annual
$100 Annual
$50
$50
$100 Annual
FALSE AlARM
TOTAL I
$15
$45
$30
perlenl
.A7c::fo /L/~O.v
$30
DBL
Date: /~/2-? I&?
Insij~ctor. /d'r/;/ ~A.r~
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal
Kerry Barnett
Bus (813) 780-0041
Fax (813) 780-0044
December 26, 2007
I have reviewed and approved the revised plans for a construction of a mercantile
building located at 6901 Gall. I have attached the comments for the plan approval. If
there are any questions please contact my office at 813-780-0041.
1. Revised plans show an additional extinguisher located in aisle by electric
room. Relocate extinguisher to opposite side centrally located. Front area
extinguisher shall be located by either front doors or by hose bib area.
2. Dumpsters and containers with an individual capacity of 1.5 yd3 [40.5 ft3
(1. 15m3)] or more shall not be stored in buildings or placed within 10 ft (3 m)
of combustible walls, openings, or combustible roof eave lines. Dumpster
shall be a minimum 10' from rear door. (NFP AI) NOT CAUGHT ON FIRST
REVIEW.
Inspections Required
1. Building Final
2. Additional inspections will be associated with other permits that are required.
NOTE: No need to re-submit. A narrative letter can be faxed to Fire Rescue, Attn: Fire
Marshal (813) 780-0044.
Zephyrhills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
F ire Marshal
Kerry Barnett
Bus (813) 780-0041
Fax (813) 780-0044
December 13, 2007
I have reviewed and approved the plans for a construction of a mercantile building
located at 6901 Gall. I have attached the comments for the plan approval. If there are any
questions please contact my office at 813-780-0041.
1. Building construction shall be in compliance with the Florida Fire Prevention
Code.
2. Install knox box on front of building near entrance at a height of6'. Location
can be determined once construction is near the end by contactor and Fire
Marshal. An application has been provided.
3. Address on front units shall be 6" in height.
4. Separate plans are required to be submitted to obtain a permit for the sprinkler
system. Plans shall be in accordance to the edition (2007) ofNFPA 13. Plans
shall provide calculations, all details and specs. FDC for sprinkler system
shall be a single 5" Stortz outlet with cap.
5. Plans are required to be submitted to obtain a permit for the alarm system for
sprinkler monitoring. Plans shall be in accordance to the latest addition of
NFP A 72. Plans shall provide battery calculations, all details and specs. Copy
of certificate of monitoring company also will be required.
6. Plans are required to be submitted for any gas installation with all details and
specs associated with the install.
7. Extinguishers shall be relocated in upper area to location at either end by
stairs. Lower level extinguishers shall be located; 1 at rear door, 1 at front
area, 1 by electrical and 1 centrally located across from electrical.
Inspections Required
1. Building Final
2. Additional inspections will be associated with other permits that are required.
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NAPA. Gall Blvd - 6901 (No Contractors)
SQ. FEET PRICE
MAIN OR LIVING: 7.800 $ 96.13
OTHER AREA UNDER ROOF: - $ 96.13
OTHER: - $ -
VALUATION $ 749,814.00
FEE SHEET $ 2,180.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 2,283.60
ELECTRICAL: $ 490.50
PLUMBING: $ 327.00
MECHANICAL: $ 228.90
SUB-TOTAL $ 3,330.00
RADON: $ 78.00
TOTAL $ 3,408.00
SEWER: $ 2,822.04
WATER: $ 899.96
IRRIGATION: $ 266.00
TOTAL: $ 3,988.00
WATER METER 1":1 $
IRRIGATION METER 1": $
320.00 I
320.00
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 468.00
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ 468.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 1,271.40
FIRE $ 1.365.00
5% $ 131.82
TOTAL: $ 2,768.22
SUB-TOTAL $ 11,272.22 IplUS 25% T1F to pick up Permit If not paying Total
75% due before @ Premeter Inspection
PARK IMPACT FEESI $ Not Applicable
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
Not Applicable
T I F'S:I $
99%1 $
1%1 $
16,528.20 I
16,362.92 1
165.28 I
25% Total
99%
1%
TOTAL: $ 27,800.42/
All TIFs must be paid in total before Premeter Inspection
$4,132.05 75% Total $12,396.15
$4,090.73 99% $12.272.18
$41.32 1% $123.97
NAPA - Gall Blvd. 6901 (No Contractors)
SQ. FEET PRICE
MAIN OR LIVING: 7,800 $ 96.13
OTHER AREA UNDER ROOF: - $ 96.13
OTHER: - $ -
VALUATION $ 749,814.00
FEE SHEET $ 2,180.00
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 2,283.60
ELECTRICAL: $ 490.50
PLUMBING: $ 327.00
MECHANICAL: $ 228.90
SUB-TOTAL $ 3.330.00
RADON: $ 78.00
TOTAL $ 3,408.00
SEWER: $ 2.822.04
WATER: $ 899.96
IRRIGATION: $ 266.00
TOTAL: $ 3,988.00
WATER METER 1":1 $
IRRIGA liON METER 1": $
320.00 I
320.00
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 468.00
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ 468.00
PUBLIC SAFETY IMPACT FEES
POLICE $ 1.271.40
FIRE $ 1.365.00
5% $ 131.82
TOTAL: $ 2,768.22
SUB-TOTAL $ 11,272.22 IplUS 25% TIF to pick up Permit if not paying Total
75% due before @ Premeter Inspection
PARK IMPACT FEESI $ I Not Applicable
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
Not Applicable
Not Applicable
I TI F'S:I $ 16,528.20
I 99%1 $ 16.362.92
I 1%1 $ 165.28
25% Total $4,132.05 75% Total $12,396.15
99% $4.090.73 99% $12,272.18
1% $41.32 1% $123.97
TOTAL: $ 27,800.421
All TIFs must be paid in total before Premeter Inspection
~PrPA
SQ. FEET PRICE
MAIN OR LIVING: 7,800 $ 96.13
OTHER AREA UNDER ROOF: - $ 96.13
OTHER: - $ -
VALUATION $ 749,814.00
-- -...
FEE SHEET $ r2,178.00 ./ 2..V60'
ADDRESS $ 30.00
DRIVEWAY $ 30.00
BUILDING: $ 2,281.56
ELECTRICAL: $ 490.05
PLUMBING: $ 326.70
MECHANICAL: $ 228.69
SUB-TOTAL $ 3,327.00
RADON: $ 78.00
TOTAL $ 3,405.00
SEWER: $ -
WATER: $ W\I-\ -'ilv
') IRRIGATION: $ -
TOTAL: $ 3,722.00
---t";;R;'f-#
" WATER METER: $ 320.00
/I IRRIGATION METER $ 320.00
FIRE DEPARTMENT FEES
PLANS TOTAL:
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ -
PUBLIC SAFETY IMPACT FEES
POLICE $ 1 ,271.40
FIRE $ 1,365.00
5% $ 131.82
TOTAL: $ 2,768.22
SUB-TOTAL $ 10,535.22 I
PARKIMPACTFEESI$ ~
SIF'S: $ -
100.0% $ -
1.0% $ -
TOTAL: $ -
TI F'S: $ 16,528.20
99% $ 16,362.92
1% $ 165.28
TOTAL: $ 27,063.42 I
Hz(!~
~l()
City of Zephyrhills
Water and Sewer Impact Fee Calculation
Land Use Type:
Retail
7800
No. of Square Feet
Water Distribution System
Wastewater Collection System
Wastewater Treatment Plant Ca acit
TOTAL
Impact Fees
Withi
$
$
$
$
Outside City Limits
$ 1,124.96
$ 2,261.16
$ 1,266.39
$ 4,652.51
Napa Auto
6901 Gall Blvd.
1) Nothing is to be built or installed in R.O.W. without the R.O.W. use
permit.
2) Building to be 8 inches above the crown of the road or to the
specifications of an approved engineered site plan.
3) Compaction test will be required.
4) Batter-board survey will be required.
5) All block walls shall be inspected in lifts of at least 12 feet
6) All setbacks shall be met.
7) All welds shall be inspected by an independent inspection agency and the
reports shall be turned into the Building Dept.
8) All A.D.A. (Chapter 110fthe F.B.C.) codes shall be met.
9) All signage shall be in accordance with ordinance # 870-04.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
t-,j()'-PA ~'\D
Site:
\2-7-07
,,~O\
WI bL'L\.\
8/1Jd
Date Received:
Permit Type:
&J"'('^.)"'OiJL.)~ I"lf]- N€A.-U Q-<2J~('.
Approved wino comments: 0
Approved withe belDw comments: ~ Denied withe belDw comments: D
5f:-6
L ~ YhI41 OV( S-1I6bT
This comment sheet shall be kept with the permit and/or plans.
),2//-1-
Date
Contractor and/or Homeowner
(Required when comments are present)
j
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Florida Energy Efficiency Code For Building Construction
Florida Department of Community Affairs
FLAlCOM 2004 v2.5 - Form 400A-2004
Method A: Whole Building Performance Method for Commercial Buildings
PROJECT SUMMARY
Short Desc: Napa
Owner: Napa Auto Parts
Addressl: ~ Gall Boulevard
Address2: ~10\
Description: Zephyrhills
Type: Retail
Jurisdiction: ZEPHYRHILLS, PASCO COUNTY, FL (611600)
Cond Area: 7800 SF Cond & UnCond Area: 7800 SF
No of Storeys: I Area entered from Plans 7800 SF
Permit No: 0 Max Tonnage 5
If different, write in:
City:
State:
Zip:
Class:
Zephyrhills
Florida
33541
New Finished building
12/5/2007 EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.5
Compliance Summary
Component Design Criteria Result
Gross Energy Use 11,118.2 12,070.1 PASSES
LIGHTING CONTROLS PASSES
EXTERNAL LIGHTING PASSES
HV AC SYSTEM PASSES
PLANT None Entered
WATER HEATING SYSTEMS None Entered
PIPING SYSTEMS None Entered
Met all required compliance from Check List? Y es/N o/NA
IMPORTANT NOTE: An input report of this design building must be submitted
along with this Compliance Report.
12/5/2007 EnergyGauge Summit v3.1 0 incorporating Florida Energy Code Version - FLA/COM 2004 v2.5 2
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code Y"......_ \, \ l. . t. _ 'tl ~/ ( t
Prepared By: ~ Building Official: ~"'"-1:
Date: \.r} S 1),007 Date: -l1. '-U -OJ
I certify that this building is in compliance with the FLorida Energy Efficiency Code
Owner Agent:
Date:
If Required by Florida law, I hereby certify (*) that the system design is in compliance with the FLorida
Energy Efficiency Code
Architect: MITCHELL M. DEUTSCH
Reg No: 93755
Electrical Designer: J. DOUGLAS RIDDLE II
Reg No: 40423
Lighting Designer: J. DOUGLAS RIDDLE II
Reg No: 40423
Mechanical Designer: JUSTIN R. HARDY
Reg No: 67084
Plumbing Designer: JUSTIN R. HARDY Reg No: 67084
(*) 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/sealed plans.
12/5/2007
EnergyGauge Summit v3.1 0 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5 3
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
Building End Uses
Design Reference
Total 92.12 100.00
$11,118 $12,070
ELECTRICITY(MBtu/k 92.12 100.00
Wh/$) 220163 239012
$11,118 $12,070
AREA LIGHTS 30.13 37.02
72027 88486
$3,637 $4,469
MISC EQUIPMT 21.00 21.00
50178 50178
$2,534 $2,534
PUMPS & MISC 0.01 0.01
26 26
$1 $1
SPACE COOL 29.25 28.78
69902 68788
$3,530 $3,474
VENT FANS 11.73 13.19
28030 31534
$1,416 $1,592
Credits & Penalties (if any): Modified Points: = 92.12 I PASSES I
12/5/2007 EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5 4
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
External Lighting Compliance
Description Category Allowance Area or Length ELP A CLP
(W/Unit) or No. of Units (W) (W)
(Sqft or ft)
Ext Light 1 Plaza Areas 0.20 7,800.0 1,560 170
Design: 1530 (W) I PASSES I
Allowance: 1560 (W)
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
Lighting Controls Compliance
Acronym Ashrae Description Area No. of Design Min Compli-
In (sq.ft) Tasks CP CP ance
Napa ,001 Sales Area 7,800 I 7 4 PASSES
I PASSES I
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
System Report Compliance
AHU-l Split System Constant Volume Air Cooled No. of Units
thru 4 Split System < 65000 Btu/hr 4
Component Category Capacity Design Eff Design IPLV Comp-
Err Criteria IPLV Criteria liance
Cooling System Air Cooled < 65000 BtuIh 13.00 13.00 8.00 PASSES
Cooling Capacity
Air Handling Air Handler (Supply)- 0.80 0.90 PASSES
System -Supply Constant Volume
I PASSES I
12/5/2007
EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLA/COM 2004 v2.5 5
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
No Err Err IPLV IPLV liance
I None I
Water Heater Compliance
Description Type Category Design Min Design Max Comp
Eff Eff Loss Loss liance
I None I
Piping System Compliance
Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance
[inches] Runout? Temp [Btu-inlhr Thick [in] Thick [in]
[F] .SF.F]
I None I
12/5/2007
EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLNCOM 2004 v2.5
6
Project: Napa
Title: Zephyrhills
Type: Retail
(w'EA File: Tampa.tmy)
Other Required Compliance
Category Section Requirement (write N/A in box if not applicable) Check
Infiltration 406.1 Infiltration Criteria have been met D
System 407.1 HV AC Load sizing has been performed D
Ventilation 409.1 Ventilation criteria have been met D
ADS 410.1 Duct sizing and Design have been performed D
T&B 410.1 Testing and Balancing will be performed D
Motors 414.1 Motor efficiency criteria have been met D
Lighting 415.1 Lighting criteria have been met D
O&M 102.1 Operation/maintenance manual will be provided to owner D
Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it D
Report 101 Input Report Print-Out from EnergyGauge F1aCom attached? D
12/5/2007
EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5
7
EnergyGauge Summit v3.10
INPUT DATA REPORT
Proiect Information
Project Name: Napa
Orientation: East
Project Title: Zephyrhills
Address: 6855 Gall Boulevard
Building Type: Retail
Building Classification: New Finished building
State: Florida
Zip: 33541
No.of Storeys:
GrossArea: 7800
SF
Owner: Napa Auto Parts
Zones
No Acronym Description Type Area Multiplier Total Area
[sf! [sf!
I Napa Napa Auto Parts CONDITIONED 7800.0 I 7800.0 0
Zephyrhills
Spaces
No Acronym Description Type Depth Width Height Multi Total Area Total Volume
[ft] [ft) [ft) plier [sf! [cf!
In Zone: Napa
I Napa Napa Auto Parts Sales Area 50.00 156.00 20.70 I 7800.0 161460.0 0
Zephyrhills
Lighting
No Type Category No. of Watts per Power Control Type No.of
Luminaires Luminaire [WI Ctrl pts
In Zone: Napa
In Space: Napa
I Recessed Fluorescent- General Lighting 3 59 177 Programmable timer I 0
No vent without Daylighting
2 Recessed FI uorescent - General Lighting 2 59 118 Programmable timer I 0
No vent without Daylighting
3 Recessed Fluorescent- General Lighting 4 113 452 Programmable timer I 0
No vent without Daylighting
4 Recessed Fluorescent - Display/Accent 2 113 226 Programmable timer I 0
No vent Lighting without Daylighting
5 Recessed Fluorescent - Display/Accent 17 59 1003 Programmable timer I 0
No vent Lighting without Daylighting
6 Recessed Fluorescent - General Lighting 108 59 6372 Programmable timer I 0
No vent without Daylighting
7 Recessed Fluorescent - General Lighting I 162 162 Programmable timer I 0
No vent without Daylighting
8 Recessed Fluorescent - General Lighting 13 324 4212 Programmable timer I 0
No vent without Daylighting
9 Recessed Fluorescent - General Lighting 4 460 1840 Programmable timer I 0
No vent without Daylighting
12/5/2007
EnergyGauge Summit v3.10
Walls
No D...cription Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value
[ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity [Ib/cf] [h.sf.FlBtu]
[Btu/sf.F]
In Zone: Napa
I Front Store East 0.75 in. stucco, 50.00 20.70 I 1035.0 East 0.0838 11.224 50.24 11.9 0
2 "styro,8"CMU, I x2
x24"oc,airspace,0.5"
gyp 0
2 Rear Store West 0.75 in. stucco, 50.00 20.70 I 1035.0 West 0.0838 11.224 50.24 11.9
2"styro,8"CMU,lx2
x24"oc,airspace,0.5"
gyp 0
3 Side Store North 0.75 in. stucco, 156.00 20.70 I 3229.2 North 0.0838 11.224 50.24 11.9
2"styro,8"CMU,lx2
x24"oc,airspace,O.5"
gyp
4 Side Store South 0.75 in. stucco, 156.00 20.70 I 3229.2 South 0.0838 11.224 50.24 11.9 0
2"styro,8"CMU,lx2
x24"oc,airspace,0.5"
gyp
Windows
No Description Type Shaded U SHGC Vis.Tra W H (Effec) Mult Total Area
[Btu/hr sf F] 1ft] 1ft) iplier [sf]
In Zone: Napa
In Wall: Front Store East
I East Window User Defined No 1.2500 0.70 0.58 )2,00 14.00 I 168.0 0
In Wall: Side Store North
I North Window User Defined No 1.2500 0.70 0.58 23.00 12.00 I 276.0 0
Doors
No Description Type Shaded? Widtb H (Effec) Multi Area Condo Dens. Heat Cap. R-Value
[ft] [ft] plier [sf] [Btu/hr. sf. F] [Ib/cf] [Btu/sf. F] [b.sf.FlBtu]
In Zone: Napa
In Wall: Rear Store West
I West Door Metal No 8.00 8.00 I 64.0 0.0957 16.80 0.76 10.45 0
siding!RIIBattlO.5
"Gyp
2 West Door 2 Metal No 7.00 3.00 I 21.0 0.0957 16.80 0.76 10.45 0
sidinglRIIBattlO.5
"Gyp
Roofs
No Description Type Widtb H (Effec) Multi Area Tilt Condo Heat Cap Dens. R-Value
[ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] (Btu/sf. F] [Ib/cf] [h.sf.FlBtu]
In Zone: Napa
I Roof Mtl Bldg RooflR-19 156.00 50.00 I 7800.0 0.00 0.0492 1.34 9.49 20.3 D
Batt
Skylights
No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area
[Btu/hr sf F] 1ft] 1ft) ISf] [Sf]
In Zone:
In Roof:
D
Floors
No Description Type Width H (Effec) Multi Area Condo Heat Cap. Dens. R-Value
[ft] [ft] plier [sf] [Btu/hr. sf. F] (Btu/sf. F] [Ib/cf] [b.sf.FlBtu]
In Zone: Napa
12/5/2007
EnergyGauge Summit v3.10
2
Floor
1 ft. soi I, concrete
floor, carpet and
rubber pad
156.00
50.00
7800.0 0.1745
54.00
108.00
5.73
o
t
Systems
AHU-l thru 4 Split System Constant Volume Air Cooled Split No. Of Units 4
System < 65000 Btu/hr
Component Catej!ory Canacity Effieiencv IPLV
1 Cooling System (Air Cooled < 65000 Btulh Cooling 60000.00 13.00 8.00 0
Capacity)
2 Air Handling System -Supply (Air Handler (Supply)- 1000.00 0.80 0
Constant Volume)
Plant
Equipment Category Size Inst.No Eff. IPLV
D
Water Heaters
W-Heater Description Capacit]Cap.Unit lIP Rt. Efficienc} Loss
0
Ext-Lighting
Description Category No. of Watts per ArealLen/No. of units Control Type Wattage
Luminaires Luminaire (sf/ftlNo] (WI
1 Ext Light 1 Plaza Areas 9 170 7800.00 Astronomical Timer Co 1530.00 0
Piping
No Type Operating Insulation Nomonal pipe Insulation Is Runout?
Temperature Conductivity Diameter Thickness
[F] [ Btu-in/h.sf.F) [inl [in)
0
Fenestration Used
Name Glass Type No. of Glass SHGC VLT
Conductance
Panes (Btu/h.sf.F)
ASHUL TntAllFr User Defined 1 1.2500 0.7000 0,5800 0
m
Materials Used
Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHea
Used [h.sf.F IBtu) [ft] (Btu/h.ft.F] [Ib/cf] t
187 Matll87 GYP ORPLAS No 0.4533 0.0417 0.0920 50.00 0.2000 0
BOARD,1/2IN
178 Matll78 CARPET WIRUBBER PAD Yes 1.2300 0
265 Matl265 Soil, I ft No 2.0000 1.0000 0.5000 100.00 0.2000 0
48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 0
267 Matl267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 0
215 Matl215 POLYSTYRENE,EXP, No 8.3350 0.1667 0.0200 1.80 0.2900 0
2IN,
105 MatlI 05 CONC BLK HW, 8IN, No 1.1 002 0.6667 0.6060 69.00 0.2000 0
HOLLOW
256 Matl256 WOOD, SOFT, 1-1/2IN No 1.8939 0.1250 0.0660 32.00 0.3300 0
12/5/2007
EnergyGauge Summit v3.10
3
12 Mat112 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 0
23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 0
4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 0
94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 0
3/8IN
Constructs Used
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct (Btu/h.sf.F] [Btu/sf.F] [Ib/ef] [h.sf.F /Btu]
1010 0.75 in. stucco, No No 0.08 11.22 50.24 11.9 0
2 "styro,8 "CMU, I x2x24 "oc,airspace,O. 5" gyp
Layer Material Material Thickness Framing
No. [ft] Factor
I 267 0.75" stucco 0.0625 0.000 0
2 187 GYP OR PLAS BOARD, I 12IN 0.0417 0.000 0
3 215 POLYSTYRENE, EXP., 2IN, 0.1667 0.000 0
4 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.000 0
5 256 WOOD, SOFT, 1-1I2IN 0.1250 0.000 0
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] (Btu/sf.F] [Ib/cf! [h.sf.F/Btu]
1020 Metal siding/RIIBattlO.5"Gyp No No 0.10 0.76 16.80 10.5 0
Layer Material Material Thickness Framing
No. [ft] Factor
I 4 Steel siding 0.0050 0.000 0
2 12 3 in. Insulation 0.2500 0.000 0
3 187 GYP OR PLAS BOARD, I 12IN 0.0417 0.000 0
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] (Btu/sf.F] [Ib/cf! [h.sf.F/Btu]
1047 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 0
Layer Material Material Thickness Framing
No. [ft] Factor
I 94 BUILT-UP ROOFING, 3/8IN 0.0313 0.000 0
2 23 6 in. Insulation 0.5000 0.000 0
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct (Btu/h.sf.F] (Btu/sf.F] [Ib/cf! [h.sf.F /Btu]
1057 I ft. soil, concrete floor, carpet and rubber No No 0.17 54.00 108.00 5.7 0
pad
Layer Material Material Thickness Framing
No. [ft] Factor
I 265 Soil, I ft 2.0000 0.000 0
2 48 6 in. Heavyweight concrete 0.5000 0.000 0
3 178 CARPET W/RUBBER PAD 0.000 0
12/5/2007
EnergyGauge Summit v3.10
4
ACORD.
CERTIFICATE OF LIABILITY INSURANCE
OP'D KF I DATE (MM/DDIYYYY)
KENNE-3 04/28/08
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONL Y AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER, THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE I NAIC #
,
24112
02186
westfi.ld Insurance COJllp..ny
PRODUCER
Greene-Hazel & Associates ,Inc.
10739 Deerwood Park Blvd, #200
Jacksonville FL 32256-2873
Phone: 904-398-1234 Fax:904-396-7432
INSURED
i INSURER A
! INSURER E
CNA Insurance Companies
Kennedy Contractors, Inc.
Attn: Hr. Michael Carp'
1495 Forest Hills Blv~ Ste A
West Palm Beach FL 33406
i IUSURER C
,
i INSi IRER 0
~
! INSUREFi:' E
COVERAGES
THE POLICIES OF H'.lSURt:l!'.ICE LISTED BELeN'..' Ka.,VE BEH.J ISSUED TO THE InSUREC1I'-L,Q,MED,AECNE FOR lHE P()L!CY PERIOD Ir-.IOIC,c..TEO NOT'NIlH::iLt:lNDING
p.NY REOUIREt,!\EHT. TERM OR COi'lDlTlON OF ,o"NY CON'TRJI,CT OR OTHER OOCUt..1Er.rr ',I'./[TH RESPECT TO \/'/HICH THIS CERTIFIC;:.TE r~1.o:i BE ISSUED OR
Mil,,/" PERTAIN, THE H>JSURANCE AFFORDED 81 THE POLlC1ES DESCRIBED HEREIr>J fS SuBJECT TO P-.!...~ THE TERMS, !::)<:CLUSIONS AN[; COND~TION3 0F SUCH
POLlCIE:.:: A,G(:;REGATE LlI\rIlTS SHOWN M~,Y HAVE BEEN REDUCED BY PAID CLAIMS
LTR NSRd TYPE OF INSURAt,CE POLICY NUMBER I DATE {MM/DD/YYI i r DATE' (MM/DD/YYI LIMITS
,
i GENERAL LIABILITY EA:H (lCCURRENCE $1,000,000
A ~~'1ERCIP.L ca.JERAL ""-BIL'TY CMM1642516 06/01/07 06/01/08 I PR~MI:;ES (Ea occur~nce) $150,000
I -LAII1'- W-E !XJ--.-u- r-rlEO E},'P (.A.n\l 0rli3 person) $ 10,000
i l.',.:J ....u '---.------- l.)l_l~ t"<
, I PERSON-A.L &. ADV INJURY ! 1,000,000
. ,
gJ'L AGGREGATE LIMIT APPLIES PER GEN:::RAL AGGREGATE $2,000,000
PRrJDUCTS COMPJOP AGG $2,000,000
n POLICY iXl :;~gT nLOC
I I AUTOMOBILE LIABILITY ! I COMBINED SINGLE. LIMIT 1..1,000,000
A ~ AN! AUTO CMM1642516 I 06/01/07 06/01/08 i [Ea accident)
H""MC^~" I
, I $
30DI~1- INJURY
SCHEDULED AUTOS (Per Derson) !
I HIRED I>,UTOS 80DIL Y INJUR'{ 1$
~ ;~;:~ED P:;: (Pe: rKC-!dent) I
A Damage CMM1642516 I 06/01/07 06/01/08 I PROPERTY D.AM.A.GE T
i I (Per accident) !$
I
I GARAGE LIABILITY I I AUTO Or'~L Y - EA ACCJDE.NT $
I H #,.,. ,".UTe I I E.A,.A.CC ! $
I I DTHER TJOt\N
, AUTO ONL Y ,LI.GG 1$
I I , ,
~ESS/UMBRELLA LIABILITY EACH OCCURRENCE $5,000,000
A X I O::CUR 0 CLAlr,AS tvLADE CMM1642516 06/01/07 06/01/08 AGGREG..o.,TE $5,000,000
~ [ECUCTI8LE $
$
jX I RETErJTIOt J $0 , $
WORKERS COMPENSATION AND X ITC;~\tl':;ii5 I IOJ~. ,
B EMPLOYERS' LIABILITY 2083385468 06/01/07 06/01/08
PJ,fT- PROPRJETClRJPARTNERJD<ECUTJVE t:._L... EACH .A.CClDENT i $ 500 ,000
OFFICEPJMEMBER EXCLUDED-' E.L DiSEASE - E.~ EMPLOYEE! $ 500 ,000
jlf ye~. describe under
I SPECIAL PROVISIONS below EL D'SEA.SE - POLICY LIMiT $500,000
I OTHER ! I I
I Leased/Rented , I
B I 2083385437 I 06/01/07 06/01/08 , Rent/Leas 50,000
, Scheduled I
I I ! Scheduled 42,500
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
City of Zephyrhills is named additional insured.
CERTIFICATE HOLDER CANCELLATION
ZEPHYRH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAvOR TO MAIL 10
DAYS WRITTEN
City of Zephyrhills
Fax: 813 7800005
5335 8th Street
Zephyrhills FL 33540-4312
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTATIVES.
AUT ZE
ACORD 25 (2001/OB)
@ACORDCORPORATION19BB
KENNEDY CONTRACTORS, INC.
April 28, 2008
City of Zephyrhills
Building Department
5335 8th Street
Zephyrhills, FL 33542
Gentlemen/Ladies:
Please accept this letter as your authorization to allow Daniel F. Kennedy to apply for,
sign for or pick up any permits, certificates of occupancy or certificates of completion on
behalf of Kennedy Contractors, Inc.
Thank you for your assistance.
Sincerely,
TFK/ay
State of Florida
County of Palm Beach
Signed before me this 28th day of ApriL 2008, by Thomas F. Kennedy who is
known to me.
-- . .".:'.'.~.'''--''
L~~:t\. \.. i;'.' D. !tJIIC. State of Florida
!'~ ': .~i"ey N Yeomans
~~ J! r"y Commission D0492553
~ 0, f\.d" Expires 11/20/2009
". ....... .--
1495 FOREST HILL BOULEVARD. SUITE A
WEST PALM BEACH, FLORIDA 33406
CGCA28023
I AC# 27 8 2 8 4 5
I
I
I
I
I
I
I
I
I
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L06090600478
: . LICENSE NBR
09 06 2006 000000000 CGCA28023
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter
Expiration date: AUG 31, 2008
489 FS.
KENNEDY, THOMAS FRANCIS
KENNEDY CONTRACTORS INC
1497 FOREST HILL BLVD SUITE G
WEST PALM BCH FL 33406
JEB BUSH
GOVERNOR
DISPLAY AS REQUIRED BY LAW
SIMONE MARSTILLER
SECRETARY
"'"w uu~
PALM BEACH COiJNTY
LOCAL BUSINESS TAX RECEIPT
EXPIRES: SEPTEMBER - 30 - 2008
CLASSIFICATION
KENNEDY.CONTRACTORS INC
KENNEDY THOMAS FRANCIS
** LOCATED AT
1495 FOREST HILL BLVD #A
WEST PALM BEACH FL 33406
C/WIDE $369.60
TOTAL
$369.60
This receipt Is hereby valid for the above address for the period beginning
on the first day of October and ending on the thirtieth day of September
to engage In the business, profession or occupation ot:
GENERAL CONTRACTOR
CGCA28023
L THIS IS NOT A BILL - DO NOT PAY
~~D. PBC TAX COLLECTOR
L_______$369.60 OCC 049 1507828 08-02-2007
ANNE M. GANNON
TAX COLLECTOR, PALM BEACH COUNTY
THIS DOCUMENT IS VALID ONLY WHEN RECEIPTED
BY TAX COLLECTOR
2001-01631
STATE OF FLORIDA
PALM BEACH COUNTY
LOCAL BUSINESS TAX RECEIPT
EXPIRES: SEPTEMBER - 30 - 2008
OC-032
CLASSIFICATION
KENNEDY CONTRACTORS INC
KENNEDY THOMAS FRANCIS
** LOCATED AT
1495 FOREST HILL BLVD #A
WEST PALM BEACH FL 33406-6052
CNTY
$27.50
TOTAL
$27.50
I This receipt is hereby valid tor the above address tor the pe~iod beginning
on the first day of October and ending on the thirtieth day of September
to engage in the business, profession or occupation of:
GENERAL CONTRACTOR
THIS IS NOT A BILL - DO NOT PAY
PAID. PBC TAX COLLECTOR
$27.50 DCC 049 1507827 08-02-2007
CGCA28023
~
ANNE M. GANNON
TAX COLLECTOR, PALM BEACH COUNTY
THIS DOCUMENT IS VALID ONLY WHEN RECEIPTED
BY TAX COLLECTOR
~.~~'V.... I~"~~'II~~'~'~ 'rT~t... "~q~::~"
"
,
I'.
;1. "i..
AC# J2 516 80
STATE-OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARDSEQ# LO? 0 6 0501388
: . LICENSE NBR
. 06 05 2007 0607'61916 B000271S
The BUSINESS ORGANIZATION
Named below IS QUALIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2009
(THIS IS NOT A LICENSE TO PERFORM WORK.. THIS ALLOWS
COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER.)
KENNEDY CONTRACTORSINC
1495 FOREST HILL BLVD STEA
WEST PALM BEACH FL 33406
CHARLIE ,CRIST HOLLY BENSON
GOVERNOR SECRETARY
Dale: 5/1312008 03:30 PM
Fax
From:
Pages:
Date:
Subject:
Message:
Sender's Fax IC3AvARO<'
Oage ~ of 3
Phone: (727) 544-8841
Fax: (727) 828-0529
Angel!ca~~~_____u_______1"o:____ BUILDIN~ DE PARI-M EN!_____
3 ________ Fax:__~81 ~LZ80-0005 ___________
5/1312008 02:33:08 PM Phone: ( ) -
CERTIFICATE OF INSURANCE
Date: :1'312008 03:30 PM
Sender's Fax !e: 3.IWAROt.
"'age 2 of3
ACJJBO.
CERTIFICATE OF LIABILITY INSURANCE
OP 10 Al1
ca~-~ 05/13/08
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIOt.l
ONL Y AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
AL TER THE COVERAGE AFFORDED BY THE POLICIES BELOW,
DATE IMWOCNYYi)
"ROOuCER
Bay Area Insurance Inc.
9P67 Belcher Road
Pinellas Park FL 33782
Phone:72i-S44-8841 Fax: 727-544-SS42
INSURERS AFFORDING COVERAGE
, NAIC#
'NSURED
! Ir'~:SJ<fF;' Assoc:. tnc.ustries Ins:. S.xvicti ~
i--..------..-~-----.---------"--.------~---.__r---------'.
:I'J$ _ h'~:h' E
Commercial Air and Applicance
Services Inc.
2418 41st Street E
Bradenton FL 34208
t
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COVERAGES
TH::- =OLlCIES OF Ir~SiJPA\CE LlSlCD B:-L0\N f',AVE BEE\ is;;UE[J TO TH~ 1f~~URFc-; r-.i,.:l,M-~ ,o.,8()'JF F'JR T-~ DOLl::_',' :=>EPIOD ~JC<-,A;'::D NorvViT-STAi'lrJd\iC.;
.4J\jv RE:',U REfdE~C. TFF'M OR C(INJITv:r'J OF ~NY C')t~T~.ACT ,:IR OTHER co,:urdEf-.jT "/'./i'-H RESPECT L-' ',.vf1iCH TH',3 CERflFIC,L-E r";A'( BE r38UED OR
MAv P~P-AJh!, THF n::,up4JK:E ):,f::FOh':;EC =-y "':"HE' PO,,, (iF; :~E:::;CPI8ED H=RFi;-.j IS SUE=:,JE:-:T;() AL_ TI..iF TFRI\,1S E:~L:LUSIO("J3 llND I....ONC,1TI0r,J3 :,J:' SlJCH
PCLICIES";;':GR=!~;,qE UMITS ~:;hOI!'/N MAy' H'::".=': 3EEN F'EC_')CED By PA, [i ':L'::';,:rd::~
L ~~ iifs~an TYPE OF Ir,SURANCE POLICY NUMBER
! (;ENERAL LIABILITY
A : x~i C)I,M::R'.,N. :;EI.JER^cLl"8,,'TY ! LBA006134
I : I ':L". MS ~,I;>DE [_~ ')Xi_,,'
I
1 P01.:JCYEFFECTiVE
I DATE (MMIODr(YI
LIMITS
02/08/0S
EACH CCCI_R;EI'JCE
--C',~!7?~r,,!~_}
02/0S/09 ~PEI,1ISES(Ea'>:uen.o.~_~ 50 ~~Q...
i i'.1ED E."iF r An'~ ('N' ~,er~(1i1' i :!_~.i. 0 0 0 __.__
I PEV;:'rJ~~ ,C[ nu;. 1\ 1,000,000
~~~;B:~,- A.:(;O~':'.~~_$~!~~~~OO-.-
:_..F'R,:{1ucr"::"'~("'~(PA('G i ~ 1, O~O, 000_._
---+-
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R1 SCH=DULEDA'.'.)5
i HirED A_ TO;:
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':
f--.---1------...--__ I
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i (lARAGE LIAa;LITY-~
'I ."l'jV A'JrC'
~--
:::I\V_= _'h"i
dCC,("', n
I! 500,000
-<\IJTO
3383612
02/0S/08
I l(
02/0S/09 l_______
,
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WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
.u.J...;"Y ;:'r<~':PR:ETI)R,PA.RT'ER/E)<ECUT :c
OF,=! ::-:~RlM:::\,18F~ F~C:L U~iEc. '=,
~~E~::11~36~~~i'i~i~~;~s b9!Ov"
OTHER
i AWC1000855
i
03/0S/08
03/0S/09
E.C-,CJ-l')CCU.;:=EI'-J2E ___ ___ ;__$
, >U.iRb" TO, I ~
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[------.-----l-----__
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,1'...1 : :,Ri.l_II~ITd__ l:E-+____________
~..:::~H ,"-~~~O 0 , Q.~2u___,.
1[" [iSEN3[ - iCe EtiPLO'E, I if 500 ,000
:;, C'SE"5E - ~,(~-, _;~LT-T$50a,000
I :,
- I I I
OESCRlPTIQr~ OF OF'ER.ATIONS I LOCATIONS f VEHICLES I E~CLWSIONS ,o.:D:O BY ENOORSEMENT I SPECIAL PR'JV',lm~s
2418 4~st street East Bradenton, FL 3420S
CERTIFICATE HOLDER
CANCELLATION
SHOULO ANY OF THE ABO'!E OESC~18ED POLICIES eE CAtj':ELLED BEF'JR" THE E)<.PIR""ON
DATE THEREOF THE ISSIJ~;(; IIJSURER WiLL E~;OEAVOR TO ~t~IL 30
DAYS ,\,I<I".E',
CITY OF ZEPHRYHILLS
BUILDING DEPAR~1ENT
5335 STH STREET
ZEPHRYHILLS FL 33542
",onCE TO T~E C"RTlFIC.~TE HOLDER ~AMEO TO THE LEFT, B"'T FAILURE T,J 0') 30 $~A"L
:M~OSE N,:, OB.L1GA TIOt-J OR UA8:UT\' O~~"... KIN':; UPOf,J THE 1~,S'JReR. 'TS ':"CF.l'f;S ':'R
ACORD 25 (2001/08)
@ACORDCORPORATION 1988
Date: 5/1312C'08 03:3:: P~!
Sender's Fax 10: SAY AROc
"age 3 of 3
,-
IMPORTANT
If the certificate helder is an ADDITI:::)t'JAL II'JSURED, the pollcy(ies) IT'ust be endorsee, A statement
on this certificate does not confer ri;)hts to the certificate hOlcer in lieu of such endorsement(s)
If SUBRCGATiOr,j IS W/:..jVED, 3ubject to the terms and conditions of the POliCY, certain policies n13f
requh:: 8'i endorsement .A statement on chiS certificate does not c:)nrer rights to the certificate
holder In lieu of such end'o;ser-,entis;
DISCLAIMER
The Celtific:ate of Insu:'an:::f:: on the 16ve'se side JT this form does I'ot constitute a oon'::a:t betweer
the issuing Insurer:s; authOrized re:xesentative or prooucer, and the ce'tlficate holder, nor does it
affrrmative:yor negatlvel'y' amend, extend or alter the cO'/erage afforded by the policies listed thereon
ACORD 25 (2001/08)
5/13/2008 4:27 PM FROM: Fax Commercial Air TO: 9-1-813-780-0021 PAGE: 001 OF 001
~
.
~
2418 441.t Street East, Bradenton, Florida 34208
Ph 941-744-1272 Fax 941-746-9812
www.CommerciaIAirService.com
D @D!lJrb IJJDffd
~&[Jl@]~ D[Jt]@a
May 13, 2008
City of Zephyrhills Building Department
5335 8th Street
Zephyrhills, FL 33542
Ph 813-780-0020 x3513
Fax 813-780-0021
Dear Jackie,
Please accept this letter in lieu of an occupational license.
Manatee County does not issue this license for state certified
contractors.
Thank You, Brett Allred
CAC058586
Date: 5/1312008 04:12 PM
Sender's Fax 10: BAYAR04
Page 2 of 3
ACORD. CERTIFICATE OF LIABILITY INSURANCE OP 10 AM I OA TE (MM/ODIYYYY)
COMME-1 05/13/08
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Bay ~ea ~n~urance ~nc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
9067 Belcher Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Pinellas Park FL 33782
Phone: 727-544-8841 Fax: 727-544-8842 INSURERS AFFORDING COVERAGE NAlC #
INSURED INSURER A Assoc" Xndustries Ins _ Service
INSURER B
Commercial Air and Applicance INSURER C 10105
Services ~nc.
2418 41st Street E INSURER 0 .
Bradenton FL 34208
INSURER E
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITl1STANDING
ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCWENT WITl1 RESPECT TO WHICH Tl1IS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY Tl1E POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
LTR NSR[ TYPE OF INSURANCE POLICY NUMBER DATE (MMIDDNY) DATE (MM/ODNY) LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000
I--
A ~ COMMERCIAL GENERAL LIABILITY LBA006134 02/08/08 02/08/09 PREMISES (E~~~~~~~ence) $ 50,000
f-- o CLAIMS MADE ~ OCCUR MED EXP (Anyone person) $ 5,000
PERSONAL & mv INJURY $ 1,000,000
I--
GENERAL AGGREGATE $ 2,000,000
I--
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP'OP AGG $ 1,000,000
!xl n PRO- nLOC
X POLICY JECT
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
I-- $ 500,000
ANY AUTO (Ea aCCident)
I--
ALL OWNED AUTOS BODIL Y INJURY
I-- $
C ~ SCHEDULED AUTOS 3383612 02/08/08 02/08/09 (Per person)
HIRED AUTOS BODIL Y INJURY
I-- (Per accident) $
NON-OWNED AUTOS
I--
I-- PROPERTY DAMAGE $
(Per accidenl)
GARAGE LIABILITY AUTO ONL Y - EA ACCIDENT $
R ANY AUTO OTHER THAN EA ACC $
AUTO ONL Y AGG $
EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $
tJ OCCUR D CLAIMS MADE AGGREGATE $
$
R DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND X !TC;R\t:MITS I IVER
B EMPLOYERS' LIABILITY AWC1000855 03/08/08 03/08/09 $ 500,000
ANY PROPRIETORIPARTNERlEXECUTIVE E.L EACH ACCIDENT
OFFICERlMEMBER EXCLUDED? E.L DISEASE - EA EMPLOYEE $ 500,000
If yes, describe under E.L DISEASE - POLICY LIMIT $ 500,000
SPECIAL PROVISIONS below
OTHER
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
2418 41st Street East Bradenton, FL 34208
CERTIFICATE HOLDER
CANCELLATION
SHOULD PJolY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30
DAYS WRITTEN
CITY OF ZEPHRYHILLS
BUILDING DEPARTMENT
5335 8TH STREET
ZEPHRYHILLS FL 33542
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
ACORD 25 (2001/08)
@)ACORDCORPORATION1988
P.Ol/Ol
TRANSACTION REPORT
MAY/14/2007/MON 02:48 PM
RECEIVER
819413590709
TYPE/NOTE
OK
......................
.....................
............... ..
..................
. .. -..... ... ....
':Ci1y ,ofZep~yi~lls: .
Building Department
Phone: (813)~780-0020
Fax: (813)-780-0021
:(,:;.1'~i~.;:JJii\i:~Pi~S;l::~i.:;;!i~~;;f!:!:I~;:.~:',~;;'i :~~'i;;:;'~".
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TO: CommericalAir FROM: Jackie :
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1______-----------------------------------------------______~_____~
FAX#:941-359-0709 .
I>i\TE: 5-13-08
# OF PAGES. including cover sheet: 2
MESSi\GE:
,
Attached with this cover sheet is the requirement to get your company registered ~ith us in
the City of Zephyrhills;
Youmay faxa1l this information back to our office no fee is involved beCause your
company is state certified.
After I have your company registered I will then fax over the permit application for the
I Napa project and have your company to sign on the permit. Please fax everything back.
Thanks Jackie
SG3
I
DIVISION 15 HVAC INC
- · ~ I L. '-'r r &..u~.....
9413590709 >>
813 780 0021
P 2/2
DEPARTMENT OF B SINESS AND PROFESSIONAL REGULATION
lCONSTRUCfIOH I USIRY LICENSI~ BOARD (850) .87-1395
~",;.~. iXt~~EMONR B STR~fT32399_0783
COMMBRC~L AZR .
2419 41ST STRBET E
BRADENTON
LIANe!: SERVICK :IRC
FL 34208
. STATE OF FI.ORlDA AC# 33 Lj 5 [J.5 9
, ~BPARTMBlrr OF Bt1SIITB'SS AND"
. PROPESSIONAL RBGULATIOlll .
QB0019207
08/17/07 '010D96517
QUALIFIBD BUSIN2SS ORGAHIZATION
CONM8~CIAL AIR . APPLIANCE SERVIC
(ROT A LICENSE TO PIRFORH WORK.
ALLOWS COMPANY TO DO BUSINESS IF
IT HAS A LICBRSED QOALIFIBR.)
IS QVAL:IFll:D _d.~ tb. Pl:'OII":i..io". oj! c:b."89 r.I.
kpl~"'loa ..,., AUG 31. 200' L1I10n 7D1U7
DETACH HERE
ACI3348059
STATE OF FLORIDA
BOSINESS AND PROFBSSIONAL REGULATION
CT.ION J:NDOSTRY LICPlNSING BOARD SEQ#L070817014S7
NBR
08 17 2007 070096517 80019
The BUSINESS ORGANIZATXON
Named below IS gUALIFIED
Under the provisions of Cb
Expiration date: AUG 31, 2
(THIS IS NOT A L:tCENSE TO
COMPANY TO DO BUSINE$S'ONL
.."
COMMERCIAL AIR &. APPLIANC2
2418 41ST St'RJU:T E,:,
BRADENTONYL 34
ter 499 FS.
9
REORM WORK. THIS ALLOWS
XF IT HAS A QUALIFIER.)
ERVJ:CE me
8
CHARLIE CRIST
r:ynv...~W"'D
2008-05-13 14:37
727 896 3654
BOLLY BENSON
C"'a"'~ 1
City of Zephyrhills:
Building Department
Phone: (813)-780-0020
Fax: (813)-780-0021
-----------------------------------------------------------------,
: TO: Commerica1 Air FROM: Jackie :
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: FAX #:941-359-0709 FAX #: :
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: DATE: 5-13-08 # OF PAGES including cover sheet: 2 :
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: MESSAGE: :
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: Attached with this cover sheet is the requirement to get your company registered with us in :
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: the City of Zephyrhills. :
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: You may fax all this information back to our office no fee is involved because your :
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: company is state certified. :
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: After I have your company registered I will then fax over the permit application for the :
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: Napa project and have your company to sign on the permit. Please fax everything back. :
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'______-----------------------------------------------------------~
Date: 5/13/2008 04:12 PM
Fax
From:
Pages:
Date:
Subject:
Sender's Fax ID: BAYAR04
Angelica Metz
3
5/131200803:15:43 PM
CERTIFICATE OF INSURANCE
To:
Fax:
Phone:
Page 1 of3
Phone: (727) 544-8841
Fax: (727) 828-0529
(813) 780-0021
( ) -
Message:
2008-05-13 14:50 DIVISION 15 HVAC INC 9413590709 >> 813780 0021 ~...... P 1/2
~
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RDORNS SYSTEMS.
121113 North u.s. 30t
TIM"'''' PL338a
813-916-H83
FAx 113-_6-8719 .
Fax
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IJIaQ 813-78().O(Yl1
....... 813-78OOO'lO
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pr..- register. us and, pt.... send me "the sign on InlionnaIiuI'I for'lhe.'N11P8 Jab bY KennedY .
eontraotors. Thankii You
~ 9",:",~. "OW,.~ ~'''6.,dvu.... La~
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"~IalIna Sl11HaAHd3Z NY 90:01 NONILOOZ/v111VN
6LL9986E18 99:60 800Z:/E1/90
Affordable Roofing Systems, Inc.
May 13, 2008
To whom it May Concern:
IJames Richard Mellette PresidentlQualifie! of
Affordable Roofing Systems CCC1326772, authorize Stacy
Mellette to be a signer for all Permitting purposes. Her Driver's
License Number is M430785639670.
Thank You,
James Richard Mellette
OwnerlPresident
The foregoing instrument was acknowledge.d b~ ore me this
J 3 day o~ 2008 by Y)UJ ho is personally
known to me.
~\\\\\''''IIII11'""
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1-888-391-ROOF * (813) 9866683 * Fax (813) 986 6779
License No. cee 1326722
t'13/G13 39'itd
S 9NI~OO~ 318'ita~O~~'it
5LL99B5E!8 5E:L13 B1313G/E!/SB
Ma~ 12 2008 2:08PM
HP LASERJET FA)(
8138651198
p.2
ACORD CERTIFICATE OF LIABILITY INSURANCE I.M1&~
JJ// 0511212008
~ THIS CERTIFICATE IS 1SSUI!D AS A MATTliR OF INFOlUlAnoN
Ptofeeslon.. Insurance SlMVleeslnc ONLY AND COJFeRl NO RIGHTS UPON TtE ceRTIFICATE
HOLDER. THIS C;EImFICATe DOES l'O1' AlIENO, IiXTEND OR
383t W. Hutnphrey sa. AL TEA THE COVERAGE AflFOR'DED BY THE POLIQES BELOW.
Tarn~ FL 33814 INSURlRa AFPORDltG COVERAGE MAlC"
IIIllUIIBD Alfordable Roofing Services. Inc. I..."".RA: NORrH POINTIii INSURANCE
12573 N. us HIghway 301 1......._., IIlIRST NATIONAL INSURANCE
I INIIUl'I!R c: MICHIGAN CONSTAucnON
Thonoto..... FL 33612 INSUi1I!It D:
lNS:lJfl.... e:
COVERAGES
'niE POl.IOlES OF INSUAANCE USTSl BELOW HAlJE iIeH IS6\'n:D TO THE INSUIU!D NAMED ABOVE FOR 'THE POUCY PROO INDICATSD. NQTWITt4$TAHDlNG
fIM'( RIQUIREMENT, 1'!FtM OR CONDITION OF MY CON'TMCi ()Ii. OTHP DOCUMENT WITH RESPeCT TO WHIC" THIS cemFlCATE MAV ae ISSUED OR
Ml\Y l"ERT...... THe IHsuFWtCE AFFORDED eN 114E POLICIES DESCRlBEC rtEREIIl IS SUBJeOT TO /lU. THe: TERMS. SCCLUSION8 AfoIO CONOI11OHS OF SUCH
f'ClL,JC1E8- AGQR!Go\TE UMITS SHOWN MAY HAVli BEeN REOUcED IIY PAlO CLA_.
11_
..-..nv t ODO 000
A CIAl. GIIiHElW.~B1urt %0841188&2 0110812OO7 0810112001 tOO 000
CLAIMaMADE X OCCUlt c50DO
. '.000 000
000 000
2 000.000
01CH78787'10 0411712_ COUIIlNB> lllHGLE UNIT" . '00.000
B 04/1712C1n (Ii. Mddaftl)
8OO......INJUR't" J,
t"- ,....,
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(Pet -eeldonIl $
NONoOWIII;Il AUT05
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AN'( PIlOP"liTOIWAATIIEREl(E~
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fa~ to~ 813-88"779
C1ty of Z8phyl'hlll.
53351th Stnlet
CANCELlATION
IHDUUl/lll'fOP,..,.owaaIlQllMED ,~_CAIICILLEO.1JIGllIl1Hl1JIIIIRA11OII
a,.~ .,....0fI. .... ..... __ wu. IitlDIAVUll to MAIL .J.JL. IIA'" VIlIUTT1II
1l0l1Cll '"' TIE CWJmPIGA.,.ttol.DI!!R~1VTIleU", 8UT~1Q DO aa.w.L
Iwoae IlCI a8UQAllQa 0lIl .........., Of" /tH'I K..a UPOIIlIIE ...,.... ITS ,..." OR
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OAcoRD CORPORATION 1_
CERTlFIGATE HOLDER
zephyrillll.. FL 3361Z
ACORO 21 (2001/08)
Pel/Eel 39'i1d
S 9NI~OO~ 318'i1a~~~'i1
6LL9986E!8
6E:L0 8elell/E!/9el
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STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY .LICENSING BOARD SEQ#X.06061.600601
DATE
.~
.06/16/2006 ~~=::7:R :~ ...=-
The ROOFING CONTRACTOR
Named belo~ IS CERTIFIED
under' the provis~ong of Chapter 489 ~S_
Expiration date: AUG 31, 2008
MEL:LETTE, JAMES RIc:EIARD JR
AFFORDABLE ROOFING SYSTEMS INC
12573 N US 30l
THONOTOSASSA FL 33592
JE:B :BUSH
GOVERNOR
DISPLAY AS REQUIRED BY LAW
SIMONE MARS TILLER
SECRETARY
1:10/1:10 39\i'd
S 9NI~OO~ 318\i'a~~~\i'
6LL9986E18
6E:L0 800~/El/S0
FROM HCTC 2506 N. FALKENBURG RD. (MON)OCT 15 2007 20:521ST. 20:52/No. 6828812298 P
HIU-SBOROUGH ~N1"Y BUSINESS TAX RENEWAL INSTRucnoNS
cnapt.r 205.0535 (5) FlOrid8 ~ requi.... one of tne following:
FEDERAl EMPLOYER IDENTIFICATION NUMBER OR SOCIAL SECURITY NUMBER
1. SIGN and return .nII.. farm In eneloeed envelo.... yOuf'v.ld..... ...._. TIIX NCeipt will ... retumecl10 you.
2. Busin." Tax rec*pts eJCPire midnight. September 30th. Faa",r. tQ displey II valid Business Tax receipt after
September 30th is a violation of Hlhborough County Ordinana! ~. u amended by 02-5.
~~~~
MAKE CHECK PA YAILE TO:
DOUG BELDEN, TAX COLLECTOR
POBOx 112120
TAMPA. FL 33872...20
2007.2008 HllLSBOROUGH C NTY BUSINESS TAX RECEIPT
EXPIRES 9~30..2008 ,OUC) NO.
rACI.mEIICR~ jIl--' ....--. .. ol"trATS
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169790
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~FFOA0A'8LE ROOFlNG $YmMS'1NC '.' --..
12573 N 301 HWV
THONOTQSASSA FL 33592
BUSINesS
LOCATION
BUSINESS TAX
- DOUG BELDBI. TAX cou.eCTOR
81.......
'''III!SCGIIES A TAX llI'CEPf WHl!It VALlMTED.
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2007.2008 HILLSBOROUGH COUNTY BUSINESS TAX NOTICE
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MAKE CHECK PAYABLE TO:
OOUC Bll.DI!N, TAX CDLLEC1'OIt
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AUG 1-8EPT so ~1_T.Qt 58.001
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DEUNQUENT JAM 31 2001 "'1-""MIIlIf'I n.5Ol
PAY AMOUNT IN ....Eft Bbx
8USlNU(l
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. .; 1.J'IO,!OT~S~2
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..:~_. ~JAMEs RIOHAAD JA ~ . -
., AFPORI:lA8LE ROOFING SYSTEMS INe
12673 N 30. HWY
. THONOTOSASSA FL 33592
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10/10 39'\1d
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6LL9986E18
1E:60 800G/E1/~0
ROOFINS SYSTEMS
12573 North U.S. 301
Thonotosassa, FL 33592
813-98~6683
FAX 813-986-6719
Fax
~
;ref. Jackie Boges
Fax: 813-780-0021
Phon8: 813-780-0020
70
j!I!oftr' Leya Blison
Pager. ..t/ {'It!. (utiJ1;5' e~".
Date: May 13, 2006~ s:- /3-cJf5
..
cc:
D UrglHlt 0 For IIeVitM 0 ....... Comment 0 PI.... Reply CJ ...... R8cycle
. Comment.:
Please register us and please send me the sign on infonnation for the Napa job by Kennedy
Contractors. Thanks You
~: (1'- (YV-R- ~~
-:JA. \{' & ck '--10
-0 ~ S'1r~~-Ul/~__ La ~W '
8'3- 7 80 - OO-Z} ~
P0/Hl 39'ii'd
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6LL9986E!8 6E:L0 800l/E!/90
From:Sandy petrunger FaxID:561-694-6521
Page 1 of3
Date:412212008 12:12 PM Page:1 of3
CELEDINAS
INSURANCE GROUP
Established 1959
FACSIMILE TRANSMITTAL SHEET
To: City of Zephyrhills
Company:
Fax: (813) 780-0021
Phone: (813) 780-0000
Subject: Certificate -City of Zephyrhills
From: Sandy Petrunger
Date: 4/22/2008 11 :01 :51 AM
Pages: 3
Phone: (561) 514-5660
Fax: (561) 721-0540
spetrunger@celedinas.com
Message:
Confidential Infonnation in ~is facsimile is confidential and intended for use by the individual or entity named above.
If you received this telecopy in error, please immediately telephone us and return the original via US Postal Service
From:Sandy Petrunger FaxID:561-694-6521
Page 2 of 3
Date:412212008 12: 12 PM Page:2 of 3
ACORD. CERTIFICATE OF LIABILITY INSURANCE OP 10 SP I DATE (MMlDDNYYY)
. LEYVA-l 04/22/08
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Celedinas Insurance Group -PSG HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
4283 Northlake Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
pa1m Beach Gardens FL 33410
Phone: 561-622-2550 Fax: 561-721-0540 INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURER A Nationwide Mutual Ins Co 23787
INSURER B Bridgefield. hployeEs Ins. eo 10701
Leyva Plumbing Services, Inc. INSURER C
Abner L~a
484 SW oltair Terrace INSURER 0
Port st. Lucie FL 34984
INSURER E
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOlWlTHSTANDING
ANY REQUIREMEIIfT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEIIfT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
LTR NSR[ TYPE OF INSURANCE POLICY NUMBER DATe (MM/ODNY) DATE (MM/ODNYI LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000
-
A X COMMERCIAL GENERAL LIABILITY 77AC8180393001 06/16/07 06/16/08 PREMISES (Ea occurence) $ 100,000
- ~ CLAIMS MADE ~ OCCUR
- MED EXP (Anyone person) $ 5,000
PERSONAL & KJV INJURY $ 1,000,000
GENERAL AGGREGATE $2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $1,000,000
I n PRO- nLOC
POLICY JECT
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
- $
ANY AUTO (Ea aCCIdent)
-
ALL OWNED AUTOS BODILY INJURY
- $
SCHEDULED AUTOS (Per person)
-
HIRED AUTOS BODILY INJURY
- $
NON-OWNED AUTOS (Per accident)
-
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY AUTO ONLY - EA ACCIDEIIfT $
==1 ANY AUTO OTHER THAN EA ACC $
AUTO ONLY AGG $
EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $
~ OCCUR D CLAIMS MADE AGGREGATE $
$
==1IDEDUCTIBLE $
RETEIlfTION $ $
WORKERS COMPENSATION AND X I TORY LIMITS I IVER
B EMPLOYERS' LIABILITY 19605453 03/30/08 03/30/09
ANY PROPRIETORlPAATNERlEXECUTIVE EL. EACH ACCIDENT $ 100,000
OFF ICERlMEMBER EXCLUOED? EL DISEASE - EA EMPLOYEE $ 100,000
If yes, describe under $ 500,000
SPECIAL PROVISIONS below EL DISEASE - POLICY LIMIT
OTHER
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES J EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
CERTIFICATE HOLDER
CANCELLATION
ZEPHYRI SHOULD !>JoN OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL XX DAYS WRITTEN
-
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL
City of zephyrhills IMPOSE NO OBLIGATION OR LIABILITY OF !>JoN KIND UPON THE INSURER, ITS AGENTS OR
5335 8th st REPRESENTATIVES.
Zephyrhills FL 33542 AUT ESENTATIVE
.A/UI -
. '" <.AT-
ACORD 25 (2001/08)
@ACORDCORPORATION1988
From:Sandy Petrunger FaxID:561-694-6521
Page 3 of 3
Date:412212008 12:12 PM Page:3 of3
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer{s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25 (2001/08)
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t: 404601 4000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DALLAS
NEW JERSEY
ST. PETERSBURG
Letter of Transmittal
December 6, 2007
To Ms. Karen Miller
City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
813.780.0020
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
From Karla J. Sherrell
We are sending you the following enclosures via Air Express - Standard for your use: Building Permit Review
Copies/Sets
Date
Description
3
8-1/2x11 Site Plan
Original Copy of Letter of Authorization for Agent
Message
The above referenced site plan is being submitted per your request. The referenced original letter is being submitted for your
record. If there is any additional information that you may need or if there are any questions or comments that you may have,
please feel free to contact me at your convenience.
Thanks!
If enclosures are not as noted, please contact sender
Copies
01 Transmittal 02.06,06 P:12007\200702080\999 General Correspondence\200702080 Transmittal from Karla J. Sherrell to Karen Miller at the City of Zephyrhills 2007-12-07A.doc
Florida Building Code Online
Page I of3
..
Product Approval
USER: Public User
Product Approval Menu> Product or Application Search> Application List> Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
FL5485
New
2004
Approved
Product Manufacturer
Address/Phone/Email
YKK AP America
332 Firetower Road
Dublin, GA 31021
(478) 277-2549
chrismoody@ykk-api.com
Authorized Signature
Chris Moody
chrismoody@ykk-api,com
Technical Representative
Address/Phone/Email
Jose I Archila
332 Firetower Road
Dublin, GA 31021
josearch ila@ykk-api,com
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Panel Walls
Curtain Walls
Compliance Method
Test Report
Testing Lab
Quality Assurance Entity
Costruction Research Laboratory
Architectural Testing, Inc,
http://www.floridabuilding.org/pr/pr_app _ dt1.aspx?param=wGEVXQwtDqsqFh V2n%2fq3... 12/4/2007
Florida Building Code Online
Page 2 of3
Validated By
Architectural Testing, Inc
Certificate of Independence
Referenced Standard and Year (of
Standard)
Standard
AAMA 501
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option B
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
09/23/2005
12/01/2005
12/02/2005
12/07/2005
Summary of Products
FL # Model, Number or Nam
15485.1 IYCW 750
Limits of Use (See Other)
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Design Pressure= +/- 55 psf. Not for
use in HVHZ. P.E, must provide calculations on
anchors.
cription
Aluminum Curtain Wall
Installation Instruction
PTID 5485 I ycw7500g
Verified By:
Test Reports
PTID 5485 T CRL Indep
PTID 5485 T YCW7500f
PTID 5485 T YCW750QI
Back
I I
Next
DCA Mministratioo
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
@ 2000-2005 The State of Florida. All rights reserved. CODvriaht and Disci.
Product Approval Accepts:
~r..;iIiiil~.
~~~
http://www.floridabuilding.org/pr/pr_app _ dt1.aspx?param=wGEVXQwtDqsqFh V2n%2fq3... 12/4/2007
9
YKK
a~
YCW 750 OG Outside Glazed Curtain Wall System
/
Installation Manual
@2004 YKK AP America Inc. is a subsidiary of G YKK Corporation of America.
YCW 750 OS Curtain Wall System
YKK
aR
TABLE OF CONTENTS
Installation Notes ........................................ Page ii
PARTS DESCRIPTION
YCW 750 OG Framing Members . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 1 & 2
YCW 750 OG Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " Page 3 to 5
FRAME FABRICATION
Anchoring MethodslFraming Types ..........................
Fabricate Vertical Mullions .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Using Alternate Reinforcing ................................
Attach Shear Blocks/Clips for Horizontals .....................
Attach "J" Anchors .......................................
Fabricate Horizontal Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Fabricate Pressure Plates .................................
Fabricate Face Covers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
FRAME INSTALLATION
Typical Vertical Splice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Install Continuous Perimeter Anchor .........................
JambNertical Installation With Perimeter Anchors . . . . . . . . . . . . . . .
JambNertical Installation With Mullion End Anchors .... . . . . . . . . .
Install Wind Load 1 Dead Load Anchors . . . . . . . . . . . . . . . . . . . . . . .
Attach Horizontal Members ................................
Apply Perimeter Sealant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Install Joint Plugs ........................................
GLAZING
Install Glazing Adaptors ...................................
Install Interior Glazing Gaskets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Install Setting & Side Blocks ...............................
Install Exterior Glazing Gaskets . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Install Glass ............................................
Pressure Plate Layout and Assembly. . . . . . . . . . . . . . . . . . . . . . . . .
Install Exterior Face Covers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Page 6 & 7
Page 8 & 9
Page 10
Page 11
Page 12
Page 13 to 15
Page 16
Page 17
Page 18 & 19
Page 20
Page 21
Page 22
Page 23 & 24
Page 25 to 27
Page 28
Page 29
Page 30
Page 31
Page 32
Page 33
Page 33
Page 34
Page 35
Effective Date: July 15, 2004
Page-i
YKK
a~
YCW 750 OG Curtain Wall System
Installation Notes
1. Do not drop, roll or drag boxes of aluminum framing. Move and stack boxes with proper support
to prevent distortion. If fork lifts are used be especially careful about striking the boxes when lifting
or moving.
2. Store in a dry, out of the way area. If rain exposure, condensation or any water contact is likely,
then all packaging material should be removed. Wet packaging materials will discolor and may stain
aluminum finishes and paints.
3. All materials should be checked for quality and quantity upon receipt, YKK must be notified
immediately of any discrepancies in shipment. Check to make sure that you have the required shims,
sealants, supplies and tools necessary for the installation.
4. Carefully check the openings and surrounding conditions that will receive your material.
Remember, if the construction is not per the construction documents, it is your responsibility to notify
the general contractor in writing. Any discrepancies must be brought to the general contractor's
attention before you proceed with the installation.
5. Gather your shop drawings, materials, packing list, and this installation manual. Carefully review
parts location, the sequence it goes therein, when you glaze it and how you seal it. Installation
instructions are of a general nature and may not cover every condition you will encounter. The shOp
drawings and/or installation manuals were prepared specifically for the product.
6. Any material substitutions must be of equal or greater quality.
7. Make certain that material samples have been sent for compatibility testing for all manufacturer's
sealants involved. Make certain sealants have been installed in strict accordance with the
manufacturer's recommendations and specifications.
8. Remember to isolate, in an approved manner, all aluminum from uncured masonry or other
incompatible materials.
9. System-to-structure fasteners are not supplied by YKK. Fasteners called out on shop drawings
are to indicate minimum sizes for design loading.
10. If any questions arise concerning YKK products or their installation, contact YKK AP for
clarification before proceeding.
11. YKK storefront and/or curtain wall framing is typically completed before drywall, flooring and
other products which may still be in process. Take the extra time to wrap and protect the work that
you have proudly produced, because no one else will.
12. Cutting tolerances are plus zero, minus one thirty second unless otherwise noted.
13. Check our website, www.ykkap.com. for the latest installation manual update prior to
commencing work.
Effective Date: July 15, 2004
Page-ii
YCW 750 OS Curtain Wall System
YKK
a~
FRAMING MEMBERS
~~ JI Vertical! Horizontal Horizontal Cover E9-1256
2-1/2" x 5-1/4" E9-1246 t , For 5-1/4" Back Horizontals
For 1/4" Glazing
0 Vertical! Horizontal Horizontal Cover E9-1038
2-1/2" x 3-3/4" E9-1250 t \ For 3-3/4" Back Horizontals
For 1/4" Glazing
~ ~ Horizontal Pressure Plate
Two Piece E9-1258 ~ E9-1216 with PVC Isolator AS-1216
2-1/2" x 5-1/4" Punched 9" O.C.
For 1/4" Glazing
Horizontal Perimeter Pressure Plate
R Two Piece E9-1259 ~ For 1/4" Glazing AS-3572
2-1/2" x 3-3/4" E9-3572 with PVC Isolator
For 1/4" Glazing Punched 9" a.c.
Perimeter Pressure Plate
~ II Vertical! Horizontal k For 1" Glazing AS-3569
2-1/2" x 5-1/4" E9-1215 E9-3569 with PVC Isolator
For 1" Glazing Punched 9" a.c.
Pressure Plate
~ jl Vertical! Horizontal r, For Deep Covers AS-3574
2-1/2" x 5-1/4" E9-1225 E9-3574 with PVC Isolator
For 1" Glazing Punched 9" a.c.
Perimeter Pressure Plate
~~I Vertical I Horizontal ~ For Deep Covers, 1" Glazing AS-3576
2-1/2" x 3-3/4" E9-1235 E9-3576 with PVC Isolator
For 1" Glazing Punched 9" a.c.
~~I Vertical I Horizontal ~ 1 Face Cover E9-1206
2-1/2" x 3-3/4" E9-3537 2-1/2 x 3/4"
For 1" Glazing
~ II Vertical! U
Horizontal Face Cover E9-1229
2-1/2" x 6-3/4" E9-1242 2-1/2 x 1-3/4"
For 1" Glazing
af 'J Horizontal D Face Cover
apen Back E9-1219
2-1/2" x 5-1/4" E9-1255 2-1/2" x 2-3/8"
For 1" Glazing
~ II Horizontal [ Horizontal Face Cover
apen Back E9-1257 E9-1207
"J 2-1/2" x 3-3/4" 11/16" x 2-1/2"
For 1" Glazing
. Splay mullions and other face covers are available, contact YKK AP.
Effective Date: July 15, 2004
Page-1
YKK
SR
YCW 750 OG Curtain Wall System
FRAMING MEMBERS
0 Bull Nose Face Cover L 900 Outside Corner
2-1/2" x 2" E9-1293 Face Cover E9-1228
For 1" Glazing
=:J Glazing Adaptor L 900 Outside Corner
For 1/4" glazing E9-1220 Face Cover E9-1238
For 1/4" Glazing
~ Glazing Adaptor E9-1232 ~ Interior Cover Base E9-1280
For 1/2" Glazing Use with E9-1281
l Flush Pocket Filler M Interior Cover
For 1" glazing E9-1253 For 90' Outside Corner E9-1281
Use with E9-1280
Perimeter Anchor c:;:J Single Acting
~ E9-1248 Transom Bar
For 1/4" Glazing Elastomer Weathering AS-0402
E2-0051 Included
~ Perimeter Anchor 5 Standard Door Jamb
For 1" Glazing E9-1223 For 1/4" Glazing E9-1224
Use with AS-0417
U Perimeter Channel 5 Standard Door Jamb
For 1" Glazing E9-1231 For 1" Glazing E9-3513
Use with AS-0417
~ 900 Outside Corner 5
Adaptor E9-1236 Heavy Duty Door Jamb E9-3531
For 1/4" Glazing Use with AS-0441
y 900 Outside Corner -r Heavy Duty Door Stop
Adaptor E9-1226 Elastomer Weathering AS-0441
For 1" Glazing E2-0051 Included
Use with E9-3531
~ 900 Outside Corner Snap-In Door Stop
Pressure Plate AS-1237 ~ Elastomer Weathering
with PVC Isolator, punched E2-0051 Included AS-0417
9" O.C., For 1/4" Glazing Use with E9-1224
~ 900 Outside Corner
Pressure Plate AS-1227
with PVC Isolator, punched
9" O.C., For 1" Glazing
Effective Date: July 15, 2004
Page-2
YCW 750 OG Curtain Wall System
YKK
a~
ACCESSORIES
~ Standard Shear Block Shear Block for 900
For E9-1235, E9-1250, E1-3503 n ~n4n "- Outside Corner E1-3503A
....
& E9-3537, 3.125" Long , For E9-1235, E9-1250,
& E9-3537, 5.794" Long
~ Standard Shear Block Shear Block for 900
For E9-1215, E9-1225, E1-3504 n ~- __+n__ " Outside Corner E1-3504A
,
E9-1246, 4.375" Long , For E9-1215, E9-1225,
E9-1246, 7.562" Long
~ Standard Shear Block Shear Block for 900
E1-3506 n ~, mn : nn_ " Outside Corner
For E9-1242, 6.000" Long , For E9-1242 E1-3506A
9.860" Long
~ "J" Anchor ~ Shear Clip for 900
For E9-1235, E9-1250, E1-3501 Outside Corner E1-1213A
& E9-3537, 3.125" Long For E9-1255 & E9-1258 E1-1213B
7.135" Long
~ "J" Anchor Shear Clip for 900
For E9-1215, E9-1225, E1-3502 ~ Outside Corner E1-1214A
E9-1246, 4.375" Long For E9-1257 & E9-1259 E1-1214B
5.369" Long
~ "J" Anchor r ~ "J" Anchor for 900
For E9-1242, 6.000" Long E1-3505 Outside Corner (RH) E1-3501A
For E9-1235, E9-1250,
& E9-3537, 5.669" Long
~ Shear Block (For E-Slot) ~1 "J" Anchor for 900
For E9-1235, E9-1250, E1-1206 Outside Corner (LH) E1-3501B
& E9-3537, 3.125" Long For E9-1235, E9-1250,
& E9-3537, 5.669" Long
~ Shear Block (For E-Slot) r 'Z_m_'--m"" "J" Anchor for 900
For E9-1215, E9-1225, E1-1200 " , " Outside Corner (RH) E1-3502A
E9-1246, 4.375" Long " " For E9-1215, E9-1225,
E9-1246, 7.437" Long
~ "J" Anchor for 900
~ Shear Block (For E-Slot) E1-1236 , / _m<__ _,~ 1 Outside Corner (LH) E1-3502B
For E9-1242, 6.000" Long / /
~ / / For E9-1215, E9-1225,
E9-1246, 7.437" Long
Shear Clip r -+_m____4 --- "J" Anchor for 900
~ For E9-1257 & E9-1259 E1-1214 '" - -"" Outside Cor. (RH) E1-3505A
2.736" Long " " For E9-1242
9.735" Long
~ Shear Clip rm-- >_m___+ 1 "J" Anchor for 900
For E9-1255 & E9-1258 E1-1213 / / Outside Cor. (LH) E1-3505B
3.986" Long / / For E9-1242
9.735" Long
0 Mullion Splice Sleeve
For E9-1235, E9-1250 E1-1212
& E9-3537
Effective Date: July 15, 2004
Page-3
YKK
a~
YCW 750 OG Curtain 'Nail System
ACCESSORIES
11 I) Mullion Splice Sleeve ~ Mullion End Cap for
For E9-1215, E9-1225 E1-1201 900 Outside Corner E1-3519
& E9-1246 For 1/4" Glazing
(( (( Mullion Splice Sleeve ~ ~ Mullion End Cap for
For E9-1242 E1-1299 900 Outside Corner E1-3520
For 1" Glazing
L Mullion "1" Anchor r:J Face Cover
For E9-1235, E9-1250, E1-1207 Splice Sleeve E1-1202
& E9-3537, 3.462" Long For E9-1206
L Mullion "1" Anchor :r: Face Cover
For E9-1215 E1-1208 Splice Sleeve E1-1203
4.866" Long For E9-1219
L Mullion "1" Anchor [[] Wind Load Anchor E1-1204*
For E9-1225 & E9-1246 E1-1209 Steel with Zinc Oxide Paint Project
Refer to Shop Drawings
4.960" Long for Anchor Dimensions Specific
~ Mullion "1" Anchor [fIJ Dead Load Anchor E1-1205*
For E9-1242 E1-1238 Steel with Zinc Oxide Paint Project
Refer to Shop Drawings
6.453" Long for Anchor Dimensions Specific
U Mullion "F" Anchor 0 Reinforcing Steel
For E9-1235, E9-1250 E1-1232 2" x 4" x 1/4" E1-0162
For 5-1/4" Sack Verticals
& E9-3537, 3.462" Long Steel with Zinc Oxide Paint
U Mullion "F" Anchor 0 Steel Reinforcement
For E9-1215 E1-1233 2" x 4-112" x 1/4" E1-0154
For 5-1/4" Back Verticals
4.866" Long Steel with Zinc Oxide Paint
U Mullion "F" Anchor ~ Setting Block
For E9-1225 & E9-1246 E1-1231 For 1/4" Glazing E2-0112
4.960" Long EPDM with Pressure
Sensitive Adhesive
U Mullion "F" Anchor Side Block
For E9-1242 E1-1240 ~ For 1/4" Glazing E2-0113
6.453" Long EPDM with Pressure
Sensitive Adhesive
~ Temporary Glass ~ Setting Block
Retainer E1-1294 For 1" Glazing E2-0104
2" Long EPDM with Pressure
Sensitive Adhesive
Mullion End Cap ~ Side Block
<> For Insulated Glazing E1-1286 For 1" Glazing E2-0105
2.500" x 2.313" x 0.050" EPDM with Pressure
Sensitive Adhesive
Effective Date: July 15, 2004
Page-4
YCW 750 OG Curtain Wall System
ACCESSORIES
YKK
a~
#12 x 3/4" FHSMS
l5J End Dam Plug E2-0505 ~ Type AB, Exposed Fasteners FC-1212
Use with E9-1223 & For Attachment of
E9-1231 Horizontal to Shear Block
#12 x 1-1/4" FHSMS
Standard Joint Plug E2-0125 ~\\\\\\\\\\\\\\\ Type AB, Concealed Fasten. FC-1220
@J For 1/4" Glazing For Attachment of
EPDM Sponge Horizontal to Shear Block
#14 x 5/8" FHSMS
~ Standard Joint Plug E2-0102 ~ Type AB FC-1410
For 1" Glazing For Attachment of Mullion
EPDM Sponge End Cap E1-1286
Joint Plug 1/4" - 20 x 5/8" HWHS
G!r For slide in mullion E2-0129 ijIEa Type F HF-2510
at end bays, 1/4" glazing For Attachment of
Use with E2-0123 Shear Block to Vertical
Joint Plug 1/4" - 20 x 1" HWHS
G:O For slide in mullion E2-0124 @ Type F, For Attachment of HF-2516
Shear Block to Vertical
at end bays, 1" glazing with Steel Reinforcing
Use with E2-0123
t 1/4" - 20 x 1" HWHMS
E-Slot Plug E2-0123 ~ For Attachment of HM-2516
For slide in mullion Pressure Plate to Mullion
at end bays & "J" Anchor at Jamb
Isolator Tape ~.. 1/4"-20 x 3-1/2" HWHMS HM-2556
II 1/8" x 7/16" E2-0239 For Attachment of "J" Anchor
Use with Perimeter at Intermediate Vertical
Pressure Plate
0 1/4"-20 Nut HHMS
Anchor Slip Pad E3-0103 ~ For Attachment of" J" Anchor HM-2500
For Dead Load at Intermediate Vertical
& Wind Load Anchors & Jamb
1/4" Flat Washer
~ Interior/Exterior E2-0120 @ For Attachment of "J" Anchor WW-2500
Glazing Gasket at Intermediate Vertical
& Jamb
#8 x 3/8" PHSMS 1/4" Lock Washer
(Q) For Attachment of" J" Anchor WS-2500
~ For Attachment of PC-0806 at Intermediate Vertical
Glazing Adaptors & Jamb
#8 x 1/2" FHSMS
~ Type AB, Undercut FC-0808
For Attachment of Face
Cover Splice Sleeve
Effective Date: July 15, 2004
. Page-5
YKK
aR
YCW 750 OG Curtain Wall System
FRAME FABRICATION
FRAME TYPES I ANCHORING METHODS
The following is a guideline for common
types of frames. Refer to shop drawings for
exact layout of frames.
SINGLE SPAN
MULTI-SPAN
. . .'.
.. :,':': i':-:,. ::. :
Vertical End*
Attachment
Vertical End*
Attachment
.". ." ....
Wind Load
Anchor
Vertical End*
Attachment
. '. ...,
. ".
] [ 1 r 1 '"
TWIN SPAN
. :.. :.: :
Vertical End*
Attachment
Vertical End*
Attachment
':.::'''' :~.'.<:, -:~'" ~:;.
Smaller units may be assembled on the
ground and tipped in place. Larger units
require being stick assembled in place.
Note: If YKK does not prepare the shop
drawings for the project, a qualified engineer
must approve all anchors, their arrangement,
and mullion selection.
All anchors must be attached to structurally
sound material that will accommodate the
anchor reactions.
* Vertical end attachment will be continuous
perimeter anchor, "J" anchor, or mullion
end anchor.
Fabrication of yeW 750 OG varies depending on the type of vertical end attachment
required for a given project:
Perimeter Anchors are for low load anchoring conditions (maximum 5001b. end load reaction):
E9-1248, E9-1223, & E9-1231
"J" Anchors are for medium to high load conditions: E1-3501, E1-3502, & E1-3505.
Mullion End Anchors "F" & "T" are for high load conditions: E1-1207, E1-1208, E1-1209,
E1-1231, E1-1232, E1-1233, E1-1238, & E1-1240
Page-6
Effective Date: July 15, 2004
YCW 750 OG Curtain Wall System
YKK
a~
FRAME FABRICATION
FRAME TYPES I ANCHORING METHODS
Using Perimeter Anchors:
-Vertical mullions must be notched as shown in Detail 1 on Page-8.
Using Mullion End Anchors:
YCW 750 OG has three possible end
anchoring conditions: "J", "T", and "F".
-"J" anchors are used with jambs and
intermediate verticals at the sill only.
-'T' anchors are used with intermediate
verticals at the head and sill.
-"F" anchors are used with jamb mullions
at the head and sill.
-Anchor usage depends on end reaction,
stress, and attachment.
Mullions should be pre-assembled with
shear blocks/clips, end anchors, and steel
or aluminum reinforcing if necessary.
Framing Members for Stick Build:
-Head and sill members must be notched
as shown Detail 9 on Page-14 to clear the
mullion end anchors.
-Closed horizontal members are used at all
intermediate locations except at end bays.
-Open back intermediate horizontals are
used at end bays to clear the shear clips.
Note: When using stick build construction,
check overall frame width every
fifth mullion as the wall is installed
to prevent the buildup of cumulative
tolerance errors.
~
.
. .
4
. .
4
. 4
. .
. . .
4
Head Receives
Notch in Last Bay
~
.
.
".. ... .
~
.
. .
STICK BUILD
. .
Sill Receives
Notch in Last Bay
. .
: .
Effective Date: July 15, 2004
Page-7
YKK
a~
YCW 750 OG Curtain Wall System
FRAME FABRICATION
FABRICATE VERTICAL MULLIONS
TOP END
Notch Top and
Bottom of Vertical
& Jamb Mullions
7/S"
Detai/1
7/8+==
Step 1
-Cut all vertical and jamb mullions to dimensions as shown on shop drawings.
Allow for 1/2" caulk joint around the frame & 1/2" joint at vertical splices.
Step 2
-If you are using continuous perimeter anchors, E9-1223 or E9-1248, the top and bottom of
vertical and jamb mullions must be notched as shown in Detail 1.
Note: Do not notch verticals when using mullion end anchors: "J". liT". or "F".
Effective Date: July 15, 2004
Page-8
YCW 750 OS Curtain Wall System
YKK
a~
FRAME FABRICATION
STEP 3
FABRICATE VERTICAL MULLIONS
-Mullion hole locations for shear blocks, shear clips, and "J" anchors are shown below.
-Drill 0.213" dia. (#3 drill bit) holes for shear block/clip attachment at the locations indicated.
Drill 0.281" dia. (#9/32 drill bit) holes for "J" anchor attachment at the sill.
See Detail 2.
Note: Hole locations for shear clips, E1-1213 & E1-1214, are not the same as for
shear blocks and "J" anchors.
"A"
~ Jamb II
Dim "A" Dim"B"
6-3/4" 4-3/8" I
~ 5-1/4" 2-3/4" I I
...... Intermediate
I 3-3/4" 1-1/2"
...... Vertical
Head
IlA"
0.213" Dia. Typical "B"
(Shear Blocks) 1-1/8"
: ~~ "B"
N Ill'-
;=: U ~ 1-1/8"
r
r
r
L...
~=~=======--===
I I
I I
, I
I I
I
1=1=========r i
I
.---. :
~=~=========~==J
I I
I I
I I
I I
I I
1=1=========1===:
.---. :
~ :
L... .J
r
L...
1:
OJ
"ij)
:::c
c
g
"S
::E
Q;
E
III
U:
Top of
Horizontal
0.213" Dia.
(Shear Clips)
Top of
Horizontal
~
......
I
......
(0
......
M
......
I
......
0.281" Dia.
("J" Anchors)
r
L...
Sill
Sill
~
L...
~ =3~
...... III 0
U...,
Shear Blocks
~
......
I
......
Shear Clips I "J" Anchor
,
::t
......
I
......
Detail 2
Effective Date: July 15, 2004
Page-9
YCW 750 OG Curtain Wall System
YKK
aR
FRAME FABRICATION
STEP 4
USING ALTERNATE REINFORCING
If your engineering calculations require the vertical mullions to be reinforced with either
steel or aluminum, secure the reinforcing to the vertical using the appropriate fasteners.
-Start 3" from both ends of the mullion and install a
fastener on both sides of the mullion tongue.
-Stagger the fasteners on either side of the tongue
going up the vertical.
-Seal all screw heads with sealant. Top of Mullion
Note: Exact size of reinforcing, size and location of
fasteners to be determined by a qualified engineer.
Optional reinforcing is also attached on the sides of the
mullion with the attachment of shear blocks.
-Drill 0.281" dia. (9/32 bit) clear holes in the mullion only.
-Match drill 0.213 dia. (#3 bit) tap holes in the reinforcing only.
-Attach the shear blocks with HF-2516 fasteners.
See Detail 3.
Steel
Reinforcing
Flat Head r
Fastener
HF-2516
Fasteners
0.281" Dia. (Through Mullion Only)
0.213" Dia. (Through Steel Only)
~
,
i~~
,
_l~~-"''''''''''''
Detail 3
,
,
...)
$ $
x '---' -
I1l
::;E ~ -
$
x
I1l
::;E
$
'----, -
x ~ -
I1l
::;E
$ $
'"
Co
..-
Co
..-
Co
..-
'"
Bottom of Mullion
Page-10
Effective Date: July 15, 2004
YCW 750 OG Curtain Wall System
YKK
a~
FRAME FABRICATION
STEP 5
ATTACH SHEAR BLOCKS/CLIPS FOR HORIZONTALS
Shear blocks are used to attach one piece horizontal members to the jamb and vertical mullions:
E 1-3503 for 3-3/4" back members.
E 1-3504 for 5-1/4" back members.
E1-3506 for 6-314" back members.
Shear clips are used to attach two piece intermediate horizontal members to the jamb and
vertical mullions:
E1-1213 for 5-1/4" back members.
E1-1214 for 3-3/4" back members.
-Attach the shear blockslclips to jambs and verticals with two HF-2510 fasteners per block.
See Detail 4.
Note: See Step 4 on the previous page when using alternate reinforcing.
Head
Head
E1-3504
Shear Block
E 1-3504
Shear Block
Inter.
Horizontal
Inter.
~ Horizontal
;.--- ~ HF-2510
E1-1213
Shear Clip
-, HF-2510
Sill
E1-3504
Shear Block
Sill
E 1-3504
Shear Block
Detai/4
Effective Date: July 15, 2004
Page-11
YCW 750 OG Curtain Wall System
YKK
SF!
FRAME FABRICATION
STEP 6
ATTACH "J" ANCHORS
In addition to anchoring the curtain wall frame to the structure, "J" anchors are used to attach
sill members to jamb and vertical mullions:
E1-3501 for 3-3/4" back members.
E 1-3502 for 5-1/4" back members.
E 1-3505 for 6-3/4" back members.
Note: "J" anchors are used at the sill only.
Attach "J" anchors at jambs:
-Align the "J" anchor with the mullion and insert the HM-2516 bolts through the inside
of the mullion and out the "J" anchor.
-Install 1/4" flat and lock washers between the anchor and HM-2500 hex nuts.
Attach "J" anchors at intermediate verticals:
-Align the "J" anchors and insert the HM-2556 bolts through both anchors and the mullion.
-Install 1/4" flat and lock washers between the anchor and HM-2500 hex nuts.
See Detail 5.
JAMB
INTERMEDIATE
VERTICAL
,
I
HM-2516 ~
HM-2500
E1-3502 Detail 5
"J" Anchor
HM-2500
E 1-3502
"J" Anchor
Page-12
Effective Date: July 15, 2004
YCW 750 OS Curtain Wall System
FRAME FABRICATION
YKK
a~
STEP 7
FABRICATE HORIZONTAL MEMBERS
-Cut all horizontal members to the daylight opening as shown in shop drawings.
-Horizontal members must be fabricated as shown below to attach to shear blocks or clips.
Horizontals with Exposed Fasteners:
-Layout hole locations on the top of the horizontal at both ends as shown below.
-Drill 0.236" diameter (#B bit) holes and countersink for #12 flat head fasteners.
See Detail 6.
.. ~
......
--
~
Dim "A" Dim "8"
6-3/4" 4-3/8"
5-1/4" 2-3/4"
3-3/4" 1-1/2"
-+-
~
I
g. c}
N "0
o 0
=' -
![
0.236" Oia.
C'Sink for
#12 Flat Head
-+-
Detai/6
I.
Daylight Opening (OLO.)
.1
Horizontals with Concealed Fasteners:
-Layout hole locations on the face of the horizontal at both ends as shown below.
-Drill 0.236" diameter (#B bit) holes and countersink for #12 flat head fasteners.
See Detail 7.
11/16"
0.236" Oia.
C'Sink for
#12 Flat Head
Detail 7 II
->~~~~~-
--- -
------- --
Co
~
--
~
~
I~
Daylight Opening (D.L.O.)
~I
Effective Date: July 15, 2004
Page-13
YKK
a~
YCW 750 OG Curtain Wall System
FRAME FABRICATION
STEP 7 (Continued)
FABRICATE HORIZONTAL MEMBERS
Two Piece Horizontals:
-Layout hole locations on the bottom of the horizontal along the "V"-grooves at both ends.
-Drill 0.213" diameter (#3 bit) holes at each location.
Be careful not to penetrate the outer wall of the mullion.
See Detail 8.
Detail 8
0.213" Dia.
Holes
~V-Groove,l+--
r--------~-+--
\4
Daylight Opening (D.L.O.)
.[
If Mullion End Anchors Are Used
Head and Sill Members Require Additional Fabrication:
-Head and sill members must be notched out at each end to clear mullion end anchors
and anchor bolts.
-See Detail 9 below for notch dimensions.
~,u """""11
14 .1
"A"
Dim "A" Dim"B"
6-3/4" 6-1/4"
5-1/4" 4-3/4"
3-3/4" 3-1/4"
Detail 9
Notch Horizontal
Ends to Clear
End Anchors
& Anchor Bolts
Effective Date: July 15, 2004
Page-14
YCW 750 OG Curtain Wall System
FRAME FABRICATION
STEP 7 (Continued)
FABRICATE HORIZONTAL MEMBERS
One Piece Horizontals at End Bays (E-SLOT):
When using one piece horizontals at end bays, horizontals must slide in from the interior.
In order to clear the shear blocks on the verticals:
-Notch the face and tongue of the horizontal at both ends as shown below.
See Detail 10.
7/16" <<>
....
in
27/32"
E-SLOT 9/16"
27/32"
5132" .
se
1-13/16" ....
Detai/10
YKK
a~
Effective Date: July 15, 2004
Page-15
YKK
aR
YCW 750 OG Curtain Wall System
FRAME FABRICATION
STEP 8
FABRICATE PRESSURE PLATES
Horizontal Pressure Plates:
-Cut horizontal pressure plates to the daylight opening between verticals minus(-) 1/8".
-Pressure plate stock lengths have 0.281" dia. holes factory punched every 9".
After cutting, drill additional holes if required to ensure that end holes are within
1-1/2" of each end.
-Drill two 0.313" (5/16") diameter weep holes 3" from each end and one at the
centerline of the pressure plate.
See Detail 11.
0.313" Dia.
Weep HOle',\ ~ Daylight Opening
3" & Pressure Plate 3"
c I. wi I I- -I ~
g I eeL
'3 CD
::2: a
r r -----0
lii ~ 'f}-- '1 l J ~
u
t 1 1/ T ;:l.
~ '\ o'
- "- eL
0 A s::
Q) =-
Cl 0.281" Dia.~ i
"C o'
W :::l
Holes
1-1/2" g"O.C. g"O.C. 1-1/2"
Max. Maximum Maximum Max.
Pressure Plate Length = D.L.O. - 1/8"
- I--
Daylight Opening (D.L.O.)
"V" Grooves
1/16"
1/16"
Detai/11
Vertical Pressure Plates:
-Cut vertical and jamb pressure plates to the same length as the vertical mullions
unless verticals are spliced.
-If vertical mullions are spliced, cut pressure plates to accommodate for 1/2"
expansion joint as shown in Step 10 on Pages 18 & 19.
-Drill additional attachment holes if required to ensure that end holes are within
1-1/2" of each end.
Effective Date: July 15, 2004
Page-16
YCW 750 OG Curtain Wall System
YKK
aR
FRAME FABRICATION
STEP 9
FABRICATE FACE COVERS
Horizontal Face Covers:
-Cut horizontal face covers to the daylight opening between verticals minus(-) 1/16".
-Drill two 0.313" diameter weep holes at 1/3 points of cover as shown below.
See Detail 12.
1/32"
c c
g g
"5 "5
~ ~
ro ro
() ()
t t
~ ~
- ~ ~ -
0 0
Q) I I Q)
Cl Cl
"0 "0
W I I w
1/3 Points of I I 1/3 Points of
Cover Length l Cover Length
Cover Length = Daylight Opening (D.L.O.) - 1/16"
Daylight Opening (OLD.)
E9-1206
Face Cover
0.313" Dia.
Weep Hole
1/32"
Detai/12
Vertical Face Covers:
-Cut vertical face covers to the same length as the vertical mullions unless the
verticals are spliced.
-If vertical mullions are spliced, cut vertical covers to accommodate for the 1/2"
expansion joint as shown in Step 10 on Pages 18 & 19.
Effective Date: July 15, 2004
Page-17
YKK
aR
YCW 750 OG Curtain 'Nail System
STEP 10
TYPICAL VERTICAL SPLICE
FRAME INSTAllATION
Stagger Mullion, Pressure Plate, and Cover Splice Joints as Shown Below.
Mullion Splice Sleeve
E1-1201 (5-1/4")
E1-1212 (3-3/4")
E1-1299 (6-3/4")
Detai/13
Cover Splice Sleeve
E1-1202
Vertical
Mullion
Splice
<t
Pressure
Plate
Splice
<t
I I II
I I I I
I I II
LJ ___________J..J
rl-------------~
11 II
I, II
II II
II II
II 11
II II
II 11
'I II
Cover
Splice
"
"
"
"
"
"
'I
II II
~L_____________~
E1-1202
Cover Splice
~~
~
! r n,___ n~-~I~i~~ ~p- ~:~ - n -- ~
II ~ II
: : Sleeve ::
I j II
I I II
I I II
I I It
I I II
I I II
I I II
I I II
I I II
I I II
I I II
~
C")
I
N
N
~
C")
I
N
(0
~
......
I II
I II
I II
I II
kit $i!
I II
I II
I II
I : 3/4" 3/4" ::
I I II
I I II
I I II
L~____~_______~________________u
M
~
......
I
......
<t
~
......
Page-18
Effective Date: July 15,2004
YCW 750 OG Curtain Wall System
YKK
a~
FRAME INSTAllATION
STEP 10 (Continued)
TYPICAL VERTICAL SPLICE
-Clean all surfaces as recommended by sealant manufacturer.
-Apply bond breaker tape to the face of the splice sleeve at its midpoint (3" from top or bottom).
-Lower the splice sleeve into top of lower mullion 2-3/4" and attach with two FC-1212 fasteners
on both sides of the mullion. Screws should be installed 3/4" from the front and back of mullion
and 1" down from the top.
-When using 1" glazing mullions, stuff a small piece of backer rod 1/2" down the cavity behind
mullion tongue and pump in sealant to fill the cavity.
-Apply sealant to the face of splice sleeve on the upper half and carefully slide the upper mullion
down onto the splice sleeve. Place a 1/2" temporary shim between the mullions to locate them.
-Secure the upper mullion to the mid anchors and remove the temporary shims.
-Apply and tool sealant to the face and sides of the splice sleeve to...
create a water tight joint.
-Leave a 1/2" expansion joint between vertical pressure
plate splices and fill the joint with sealant.
-Locate pressure plate fasteners
1-112" from each end of pressure
plate splice as shown. Vertical Cover
-Apply bond breaker tape to the face 24' Maximum
of the cover splice sleeve and attach
it to the lower face cover with a
FC-0808 fastener on each side.
-Prior to snapping on the upper
portion of the face cover, apply
sealant to the face of the splice.
-Leave a 1/2" expansion joint
between face cover splices.
See Details 13 & 14.
Note: Face covers, pressure
plates, and mullions are
staggered at splice locations.
1/2"
~
1/2"
Bond
Breaker
Tape
Detai/14
Pressure
Plate
-u
Splice
Sleeve
6" Long
g"o.c.
Max.
g" O.C.
Max.
3/4"
Vertical
Mullion
Effective Date: July 15, 2004
Page-19
YKK
aR
YCW 750 OG Curtain Wall System
FRAME INSTALLATION
STEP 11
INSTALL CONTINUOUS PERIMETER ANCHOR
Seal Watertight
with Sealant
Perimeter Fasteners
As Required By Calculations
(Not By YKK)
Continuous
Perimeter Sealant
Butt Perimeter
Anchors Together
Continuous
Perimeter Anchor
Detai/15
0.313" Dia. n n
Weep Holes ~
3" On Each Side of
Vertical Centerline
-Cut perimeter anchors to size:
Head and sill anchors stop 1/8" short of the structure.
Vertical jamb anchors butt in between head and sill anchors.
-Prepare structure for anchor attachment.
-Install perimeter anchors with appropriate perimeter fasteners. Refer to shop drawings or
engineering calculations for type and spacing of fasteners. Shim as required to install anchors level.
-When splicing head and sill pieces together, leave 3/8" joint for expansion and install end plug,
E2-0505, that has been buttered with sealant on the front, back, and bottom at the joint.
-Run continuous sealant along the perimeter between the anchors and the substrate.
-Seal corners of butted perimeter anchors watertight with sealant.
-Butter E2-0505 end plug with butyl on all sides that touch the anchors. Then push end plug into
place and tool excess sealant that comes through the cracks.
-Field drill 0.313" diameter weep holes in perimeter anchor (exterior face only) at sill 3" from
center line of vertical on each side.
See Detail 15.
Effective Date: July 15, 2004
Page-20
YCW 750 OG Curtain Wall System
YKK
aR
FRAME INSTAllATION
STEP 12
JAMBNERTICAL INSTALLATION
WITH PERIMETER ANCHORS
-The notched ends of vertical mullions for 1" glazing leaves the interior of the mullion exposed
and must be plugged prior to installation.
-Install a small piece of backer rod into the notched out space directly behind the tongue
at the top and bottom of the vertical mullions.
-Push the backer rod into the opening at the face of the mullion.
-Apply and tool sealant to seal off the opening made by the notch.
-Install interior gasket, E2-0100, to jamb mullion Uamb side only) the full length of the mullion.
-Position jamb into opening as shown in Detail 16.
-Seal the gap between the perimeter anchor and vertical glazing pocket(s) with sealant
(one side for jambs - both sides for intermediate verticals).
-Install temporary retainer clip, E1-1294, at the top and bottom of the mullion.
-Repeat this step for all jamb and vertical mullions.
See Detail 16.
It-- Spacing Per
, I I Shop D<awlng'
<J
...
...
<J
E1-1294
I
I
i _ -V Backer Rod
I
I
I
I
I
I
I
\~ ~
1/2"
Nom.
<J
"J
...
Sealant
E9-1223
Perimeter
Anchor
"J <J
<J
<;J
"
~
Jamb
<l
Apply & Tool Sealant
Between Perimeter
Anchor & Mullion
~
"
E9-1223
Perimeter
Anchor
Shims As
Required
Sill
Detai/16
Effective Date: July 15, 2004
Page-21
YKK
SF!
YCW 750 OG Curtain Wall System
FRAME INSTAllATION
STEP 13
JAMBNERTICAL INSTALLATION
WITH MULLION END ANCHORS
-Clean all contact surfaces as recommended by
sealant manufacturer.
-Apply sealant into the screw raceway and along
the front edge of the mullion at each end.
-Prior to erecting verticals, install mullion end
caps, E1-1286, at the top and bottom of the
mullions with FC-1410 fasteners.
-Seal all screw heads with sealant.
See Detail 17.
FC-1410
Seal All
Screw Heads
Apply & Tool
Sealant
E1-1286
Detai/17
-Insert mullion "T" and "F" anchors into the top and bottom of the mullions before erecting
them into the opening.
-Erect and locate the jamb and vertical mullions and temporarily attach them to the structure.
All mullions must be installed plumb and true.
-Field drill holes in "T", "F", and "J" anchors for the appropriate anchor fasteners according to
shop drawings or engineering calculations. Consult YKK if load requirements are in question.
See Detail 18.
Field Drill
Typical
'T Anchor
"J" Anchor
Detai/18
"T" Anchor
Shim As
Required
Field Drill
Typical
Field Drill
Typical
Effective Date: July 15, 2004
page-22
YCW 750 OS Curtain Wall System
YKK
af:.!
FRAME INSTAllATION
STEP 14
INSTALL WIND LOAD I DEAD LOAD ANCHORS
-Install steel wind load and dead load anchor clips. Anchor clips are normally template or
line set before mullions are hung. Outstanding leg of clip must be set at 900 to offset line.
The back of the vertical mullion should set 1" from the anchoring substrate.
See Detail 19.
@ <I ~ 0) <I ~
<I
.~
~ c::=J
@ <I 0) <I
<I
... ...
<l <l
Wind Load ~ Dead Load ~
Anchor Detail 19 Anchor
-Install, plumb, and align vertical mullions. Drill and install appropriate diameter anchor bolts.
If shop drawings are not prepared by YKK AP, all anchors and bolts must be checked by a
qualified engineer.
-Nylon slip pads, E3-0103, must be installed between mullion and anchor.
See Detail 20.
E L E
0 0
Z Jtl ~ . Z
<I . ~ .
..-
'"
E1-1204 WIL
E1-1205 OIL Detail 20
E3-0103
Nylon Slip Pad
Anchor Bolts See Shop Drawings
Not By YKK For Weld Type & Sizes
Effective Date: July 15, 2004
Page-23
YKK
aR
YCW 750 OG Curtain Wall System
FRAME INSTAllATION
TYPICAL WIND LOAD ANCHOR
Vertical
Mullion
E3-0 1 03
Nylon Slip Pad
Note: Drill holes in mullion
centered along the slots
to permit the frame to
contract and expand.
~
Flat Washer
See Shop Drawings or
Engineering Calculations
For Correct Bolt Size
(Not By YKK)
~
~
Lock Washer
Detail 21
TYPICAL DEAD LOAD ANCHOR
See Shop Drawings or
Engineering Calculations
For Correct Bolt Size
(Not By YKK)
Vertical
Mullion
E3-0103
Nylon Slip Pad
E1-1205
Dead Load Anchor
~
Note: Fasteners are shown for
reference only; horizontals
are typically attached before
anchor fasteners are installed.
Effective Date: July 15, 2004
Page-24
"If
YCW 750 OG Curtain Wall System
YKK
a~
FRAME INSTALLATION
STEP 15
ATTACH HORIZONTAL MEMBERS
-Just prior to attaching the horizontal members
to the vertical, apply sealant to the front of the
shear block as shown below.
Note: Before applying any sealant, clean
aluminum surfaces using cleaner and method
approved by sealant manufacturer.
For Concealed Fasteners:
-Slide the horizontal members towards the
vertical and attach them to the shear blocks
at each end with two FC-1220 fasteners.
- Tool and wipe away any excess sealant at
the vertical to horizontal joints.
See Detail 22.
For Exposed Fasteners:
-Slide the horizontal members towards the
vertical and transfer the hole locations on top
of the horizontal to the shear block.
-Remove the horizontal and drill a 0.189" dia.
(#12 bit) hole at each hole location.
-Slide the horizontal back against the vertical
and attach it to the shear block with two
FC-1212 fasteners at each end.
-Tool and wipe away any excess sealant at
the vertical to horizontal joints.
See Detail 23.
CONCEALED FASTENERS
Detail 22
EXPOSED FASTENERS
Detail 23
Effective Date: July 15, 2004
Page-25
YKK
a~
YCW 750 OG Curtain Wall System
FRAME INSTALLATION
STEP 15 (Continued)
ATTACH HORIZONTAL MEMBERS
For Two Piece Horizontals:
-Lower the horizontal down onto the shear clip.
Make sure the horizontal and vertical glazing
pockets are flush.
-Attach the horizontal to the shear clip from the
underside of the horizontal using two HF-2510
fasteners at each end.
-Snap on the horizontal cover.
See Detail 24.
Detail 24
At Head and Sills:
TWO PIECE HORIZONTAL
Horizontal
Cover
-Mullion end anchors must be installed before head and sill members are attached.
-Provide anchor fasteners as per job requirements. See approved shop drawings or
engineering calculations for appropriate anchor fasteners.
-Install the anchor fasteners as recommended by fastener manufacturer.
-Attach head and sill members according to the procedures previously outlined with the
notched out portion facing the anchors.
See Detail 25.
Caution: There must always be a shim under the mullion to transfer glazing dead loads to
the foundation.
Detail 25
Anchor Fasteners
Not By YKK
Page-26
Effective Date: July 15, 2004
YCW 750 OG Curtain Wall System
YKK
a~
FRAME INSTALLATION
STEP 15 (Continued)
ATTACH HORIZONTAL MEMBERS
For One Piece Horizontals at End Bays:
-Slide the horizontal into place from the interior;
the shear blocks should easily pass through
the E-Slots at the ends of the horizontal.
Make sure that the glazing pockets are flush.
-Attach the horizontal to the shear block at each
end with FC-1212 fasteners as previously
instructed for exposed fastener attachment.
See Detail 26.
Apply Sealant
To All Contact
Sides of Plug
-Apply sealant to all contact sides of the
E-Slot plug, E2-0123.
-Insert the E-Slot plugs into place and press
them firmly against the shear blocks.
-Cover the entire slot with sealant and tool the
sealant to ensure a watertight seal.
See Detail 27.
Detail 26
Apply & Tool
Sealant
Horizontal
Detail 27
Effective Date: July 15, 2004
Page-27
YKK
a~
YCW 750 OG Curtain Wall System
FRAME INSTALLATION
STEP 16
APPLY PERIMETER SEALANT
-Clean the area around the perimeter of the frame with cleaner and method approved by
sealant manufacturer.
-Push in backer rod between the perimeter of the frame and the substrate about 1/4".
-Apply a quality sealant to the perimeter of the frame.
-Tool the sealant making sure that sealant does not get into the gasket reg lets.
See Detail 28.
c
- '0
0.1-'
--~
...... -
::l
('tl
U
Ol
C
'c
a>
0-
o
~
c
o
III
('tl
~
-
c
'0
. -,
~~
...... -
::l
('tl
U
:E
Ol
'CD
I
a>
E
('tl
....
u..
c
('tl
(ij
a>
U)
cl:S
"C
o
c:x::
....
a>
~
u
('tl
co
1/2"
Caulk Joint
Frame Width
Masonry Opening
Detail 28
Page-28
Effective Date: July 15, 2004
YCW 750 OS Curtain Wall System
YKK
a~
FRAME INSTALLATION
STEP 17
INSTALL JOINT PLUGS
Long Leg
Against the
Vertical Tongue
Detail 29
The tongue of each horizontal must be sealed to the tongue of the vertical mullions.
The space between the two tongues is closed by using joint plugs, E2-0102 for 1" glazing
or E2-0125 for 1/4" glazing.
-Clean the area around the tongue intersection with an approved cleaner.
-Apply and tool sealant to the intersection of the horizontal and vertical.
-Apply sealant to the three contact sides of the joint plug and at the intersection of the
vertical and horizontal glazing pocket.
-Install joint plug as shown with the long leg of plug against the vertical tongue.
-Press joint plugs firmly against face of mullion.
-Tool the sealant to ensure a watertight seal.
-Seal all exposed screw heads on the face of the mullion.
See Detail 29.
Effective Date: July 15, 2004
Page-29
YKK
a~
YCW 750 OG Curtain Wall System
GLAZING
STEP 18
INSTALL GLAZING ADAPTORS
(When Required)
I'" Daylight Opening .1
Jamb
Mullion
Interm.
Vertical
Apply sealant
into reglet before
installing adaptors
) IA. .1 1
Horizontal Adaptor Cut Length
PC-0806 Daylight Opening - 1/32"
Note: 1/4" glazing adaptor, E9-1220 shown
1/2" glazing adaptor, E9-1232 similar.
.r:.
- .
OlCO
m r:::
- +
"5 Ol
U c
(; 'c
- Q)
0. 0.
{g 0
<( :E
(ij .2>
u >-
t ('tl
~ 0
i
PC-0806
Detail 30
(J-
-Cut glazing adaptors to size:
Vertical Cut Length = Daylight Opening plus(+) 7/8".
Horizontal Cut Length = Daylight Opening minus(-) 1/32".
HORIZONTAL
Seal intersection
of adaptors
Ol
C
'c
Q)
0.
o
Apply sealant
into reglet before
installing adaptors
-
.r:.
.2>
>-
('tl
o
HORIZONTAL
-Predrill each adaptor with 0.189" dia. (#12) holes 2"
from each end.
-Dry fit adaptors and match drill 0.141" diameter (#28)
holes on mullion to receive PC-0806 screws.
-Clean the area around the mullion glazing reg let and
the glazing adaptor with a cleaner approved by the
sealant manufacturer.
-Apply sealant into the glazing reg let of the mullion
and the ends of the horizontal adaptors.
-Install the adaptors with PC-0806 screws 2" from each end
and at the center of the adaptor. Install the vertical adaptors
first and make sure they are centered along the day light opening.
-Tool sealant at all adaptor intersections and seal all screw heads.
See Detail 30.
E9-1220
Glazing Adaptor
Page-30
Effective Date: July 15, 2004
YCW 750 OG Curtain Wall System
YKK
a~
GLAZING
STEP 19
INSTALL INTERIOR GLAZING GASKETS
-Cut interior glazing gaskets to size:
Vertical Gasket = Daylight Opening + 1-1/4".
Horizontal Gasket = Daylight Opening + 1/8" per each foot of opening width.
-Install vertical gaskets first, centered along the daylight opening.
-Install horizontal glazing spacers next.
-Insert the glazing spacer into the reglet at each end first.
-Snap the rest of the glazing spacer into the reg let starting at the center
and work towards each end.
Apply Sealant
Along Reglet
& End of Gasket
Detail 31
Apply and Tool
Sealant at Gasket
Intersection
-Pull the last 3" of each gasket away from the reg let.
-With gasket end held out of the way, run a 2-3" bead of sealant into the reglet at the ends.
-Apply sealant at the ends of the horizontal gaskets.
-Reinsert the ends of the gaskets pressing them firmly against the face of the mullions.
-Apply and tool sealant at the intersection of the vertical and horizontal gaskets.
See Detail 31.
Effective Date: July 15, 2004
Page-31
YKK
a~
YCW 750 OG Curtain Wall System
GLAZING
STEP 20
INSTALL SETTING & SIDE BLOCKS
(.0)
(
IT (0\
i------------~--~------ ---------------
Glazing
v"- Vertical Honzontal
: Side /
IY Block
I
I
I "
- f- ~ Daylight Opening /
I
I
I
I
I
I
I
I
I
I 1/2"
6" Minimum 4" Setting .
I Setting
r _~r~~ _E~=~ ~f_~~S~ _ ~r _ ~~~~ ~~~h_ _\_~ ~~o~~ _ _ _ _ _ __
II (0)
(
@
Detail 32
1/2"
~
-Install setting blocks, E2-0104 for 1" glazing or E2-0112 for 1/4" glazing, at 1/4 points of D.L.O.
or minimum of 6" from edge of glass, whichever is greater.
Consult YKK AP for setting block requirements on units that exceed 60" x 90" or 40 sq. ft.
-Install side blocks, E2-0105 for 1" glazing or E2-0113 for 1/4" glazing, centered along the
daylight opening on both sides of glazing material.
See Detail 32.
Effective Date: July 15, 2004
Page-32
YCW 750 OG Curtain Wall System
YKK
a~
GLAZING
STEP 21
INSTALL EXTERIOR GLAZING GASKETS
-Cut exterior vertical glazing gaskets to the same length as the vertical pressure plates.
-Cut exterior horizontal glazing gaskets to daylight opening plus 1/8" per foot of opening width.
-Install vertical glazing gaskets onto the vertical pressure plates.
-Install horizontal gaskets by pushing each end into the reglet of the pressure plate. Next press
center of gasket into reg let; then push gasket into reg let working from center towards the ends.
Caution: Do not stretch the gaskets.
Daylight Opening
,- -,
~ ~
Cl
r:::
';::
Q)
c-
O
:E
.!2l
>-
co
Cl
~
+
Cl
r:::
';::
Q)
c-
O
:E
.!2l
>-
co
Cl
I. .1
Daylight Opening + 1"
STEP 22
INSTALL GLASS
Detail 33
-As each lite is installed, attach a temporary
retaining clip, E1-1294, in the middle of
each horizontal and 4" from glass edge at
each end using HM-2516 fasteners.
-Reuse the temporary retaining clips.
-Apply sealant to the face of the joint plugs
just prior to installing vertical pressure plates.
Do not allow sealant to skim over prior to
installing pressure plates.
Note: Sealant must form a complete seal
between the exterior gasket, pressure plate,
thermal isolator, and the joint plug.
See Detail 33.
Apply Sealant
To Face of
Joint Plug
E1-1294
Temporary
Retainer Clip
Glass and Spandrel Size = Daylight Opening + 1"
horizontally and vertically.
Effective Date: July 15, 2004
Page-33
YKK
a~
YCW 750 OG Curtain Wall System
GLAZING
STEP 23
PRESSURE PLATE LAYOUT AND ASSEMBLY
r E2-0239
~ *Pressure plate layout shown for 1" glazing, 1/4" glazing
similar but use perimeter pressure plate, AS-3572. ~
AS-3569* AS-1216
liY Jamb liY Vem~1
Weep Hole ~ Daylight Opening
Intermediate !
Horizontal I
3"
3"
e
x
('tl
~
U
o
en
+
~
AS-1216
1-1/2" 9" O.C. Max. 9" O.C. Max.
Max.
x ~ Daylight Opening
('tl
~ I
~ 3" Sill ,
0 I
en
+
~x 1/16"
.....ro
~~
1-112" 9" O.C. Max. 9" O.C. Max.
Max.
1-1/2"
Max.
en
iJ
1/16"
AS-3569*
1-1/2"
Max.
Detail 34
-Pressure plate stock lengths are factory punched with 0.281" diameter holes at 9" o.c. maximum.
After cutting, additional holes may be required to have bolts within 1-1/2" of each end.
-Install isolator tape, E2-0239, onto the back leg of the perimeter pressure plates.
-Install vertical pressure plates using HM-2516 bolts. Initially torque bolts to 30 inch pounds
with a speed wrench or torque limiting screw gun. Work from the bottom up.
-Center and install horizontal pressure plates in opening, leaving a 1/16" gap at the ends.
-Starting at the center of each pressure plate, tighten each retainer bolt to 50 inch pounds.
-Apply and tool sealant to completely seal gaps at the pressure plate ends.
-Torque all vertical pressure plate bolts to 50 inch pounds.
See Detail 34.
Note: Pressure plate AS-1216 must be used instead of AS-3569 on the perimeter when using
perimeter anchors. Mullion end cap, E1-1286, must be installed when using mullion end
anchors: "F", "T", or "J".
Effective Date: July 15, 2004
Page-34
YCW 750 OG Curtain Wall System
YKK
a~
GLAZING
STEP 24
INSTALL EXTERIOR FACE COVERS
-Snap on exterior covers using a mallet and a clean scrap piece of lumber.
Start at one end and work block and mallet down the vertical and across the horizontal.
See Detail 35.
/
Detail 35
e e
Effective Date: July 15, 2004
Page-35
_<>AlE.
BUILDING CODE COMPLlANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Carlisle SynTec, Inc.
1285 Ritner Highway
Carlisle, PA 17013
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami-Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AlU).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Division (~ Miami Dade County) and/or the AIU (in areas other than Miami Dade County)
reserve the right to, have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may iinmediately revoke, modify, .or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
I
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIYfION: Carlisle Single Ply EPDM Roof Systems over Steel Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and sh~ll be available for inspection at the job site at the request of the Building Official.
j
This NOA renews hnd revises NOA 04-0322.04 and consists of pages 1 through 15.
The ,ubOOtted d7entation was reviewed eJ:- 0k
9
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 1 of 15
ROOFING SYSTEM ApPROVAL
Category:
Sub-Category:
Material:
Deck Type:
Maximum Design Pressure
Fire Classification:
Roofing
Single Ply
EPDM
Steel
-90 psf
See General Limitation #1
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY ApPLICANT:
TABLE 1
Product Name
Sure-Seal EPDM
Sure-Seal FR EPDM
Sure Seal FR-Plus EPDM
Sure-Seal Reinforced EPDM
Sure-Seal Sure-Tough
Sure-Seal Reinforced FR EPDM
Sure-Seal Fleece BACK
Sure Seal Fleece BACK AFX
Sure Seal Fleece BACK AFX-Plus
Sure-White EPDM
Sure-White Fleece BACK EPDM
RUSS
CCW 702 Primer
CCW 702L T Primer
CCW 714 Primer
CCW 725 Vapor Barrier
FAST 100 Adhesive
FAST I OO-L V Adhesive
FAST 100-P Adhesive
FAST 102 Adhesive
OlyBond 500 BA
Sure-White Lap Sealant
Sure-Seal Lap Sealant
Sure-White Splicing Cement
Sure Seal EP-95 Splicing Cement
SecurTape
8
Test
Dimensions Specifications Product Description
various ASTM D 4637 Non-reinforced EPDM
membrane.
various ASTM D 4637 Non-reinforced, fire retardant
EPDM membrane.
vanous ASTM D 4637 Reinforced EPDM
membrane.
various ASTM D 4637 Reinforced, fire retardant
EPDM membrane.
vanous ASTM D 4637 EPDM membrane with fleece
backing. .
vanous ASTM D 4637 Non-reinforced white on
black EPDM membrane.
. Various ASTM D4637 Non-reinforced white on
black fleece backed EPDM
membrane.
various ASTM D 4637 Reinforced securement strip.
vanous T AS 11 0 Solvent-Based Primer
vanous T AS 110 Low-Temperature Solvent-
Based Primer
vanous TASllO Water-Based Primer
vanous T AS 11 0 Vapor Barrier
vanous T AS 11 0 Spray Polyurethane Adhesive
TAS 110
Lap Sealant for Sure-
White/Sure-Seal membranes.
Splicing Adhesive for EPDM
membranes.
Tape Adhesive for EPDM
membranes.
TAS 110
T AS 110
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 2 of 15
Product Name
Sure-Seal 90-8-30A Bonding
Adhesive
Sure-Seal B-500 Bonding Adhesive
Sure-Seal Metal Fastening Bars, ST
Fastening Bars
Aqua Base 120 Bonding Adhesive
Cold Applied Adhesive
ApPROVED INSULATIONS:
Product Name
ACFoam Composite
ACFoam II, m
Dimensions
Test
Specifications
T AS 11 0
TAS 110
1" wide
T AS 114
T AS 11 0
T AS llO
TABLE 2
Product Description
Isocyanurate Insulation with perlite facer
Isocyanurate Insulation
Polyisocyanurate lIP, lIP-N, HP-H, Polyisocyanurate roof insulation.
lIP-W
Sure-Seal lIP Recovery Board
EPStFiberboard
EPS Insulation
Hytherm, Hytherm AP
Styrofoam
ISO 95+ GL, 95+ GW
Dens Deck, Dens Deck Prime
Sturdi-Top
High Density Woad Fiberboard
Perlite Insulation Board
Type X Gypsum, Gypsum
EPS or XPS Insulation
Ultra/M - II
H-Shield
ENRGY 2, ENERGY 3, PSI-25
Foamular, Thermapink, Durapink
~
U
High Density Wood Fiberboard.
High Density Wood Fiberboard bonded to
EPS.
Expanded Polystyrene.
Isocyanurate Insulation
Extruded Polystyrene.
Polyisocyanurate foam insulation
Silicon treated gypsum
Wood fiber insulation board.
High Density Wood Fiber insulation board.
Perlite Insulation
Gypsum Wallboard
Expanded or Extruded Polystyrene.
Isocyanurate Insulation
Isocyanurate Insulation
Isocyanurate Insulation
Extruded Polystyrene.
Product Description
Solvent-based bonding
adhesive.
Water-based bonding
adhesive.
Metal bars used for
membrane securment.
Water-based Bonding
adhesive.
Asphalt-modified polyether
adhesive.
Manufacturer
(With Current NOA)
Atlas Roofing Corp.
Atlas Roofing Corp.
Carlisle SynTec, Inc.
Carlisle SynTec, Inc.
Carlisle SynTec, Inc.
Carlisle SynTec, Inc.
Dow Chemical
Dow Chemical
Firestone
G-P Products
G-P Products
Generic
Generic
Generic
Generic
Homasote Co.
Homasote Co.
Johns Manville
Owens Corning
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 3 of 15
APPROVED INSULATIONS:
TABLE 2
Product Name
Product Description
Manufacturer
(With Current NOA)
Owens Coming
Pactiv
Strata guard
Green Guard
Gypsum Wallboard
Extruded Polystyrene insulation
Multi-Max, FA
Polyisoeyanurate foam insulation
Rmax, Inc.
Fiber Base
Asphalt coated wood fiber insulation
Temple Inland Forest
Products Corp.
Wood Fiber Industries
Structodeck
High Density Wood Fiber insulation
board.
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. Sure-Seal lIP, lIP-X, Insulation and membrane Various Carlisle SynTee, Inc.
lIP-Xtra, Sure-Tite fastener
Fasteners
2. Sure-Seal Seam Metal plates used for 2" dia Carlisle SynTec, Inc.
Fastening Plates membrane securement.
3. Sure-Seal Polymer Plastic plates used for 2" dia Carlisle SynTee, Inc.
Seam Plates membrane securement.
4. Sure-Seal Insulation Plates used for insulation various Carlisle SynTec, Inc.
Plates, Sure-FAST, securement.
ASAP
5. Dekfast Fasteners # 12, Insulation and membrane Various SFS Intee, Inc.
#14,#15 fastener
6. Dekfast Hex Plate Insulation and membrane Various SFS Intee, Inc.
fastener
7. #12 & #14 Roofgrip Insulation and membrane Various lTW Buildex
fastener
8. Metal Plate Gal valume AZ50 stress plate 3" square ITW Buildex
9. Plastic Plate Polyethylene stress plate 3.2" round ITW Buildex
10. Olympic Fasteners #12, Insulation and membrane Various Olympic Mfg. Group
#14 fastener
11. Olympic Stainless Stainless steel insulation and Various Olympic Mfg. Group
Fasteners #12, #14 membrane fastener
12. Olympic Standard Galvalume AZ55 stress plate 3" round Olympic Mfg. Group
13. Olympic Plastic, ASAP Plastic plates for fasteners. 3" round Olympic Mfg. Group
8 NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 4 of 15
ApPROVED FASTENERS:
Fastener Product
Number Name
14. Rawl Fasteners #12,
#14
15. Rawl Insulation Plate
16. Insul-Fixx Fastener
17. Isofast Fasteners
18. Insul-Fixx S
19. Insul-Fixx P
20. Isofast Plate
21. Tru-Fast Fasteners
22. Tru-Fast Ultra Stainless
Fasteners
23. Tru-Fast MP-3
24. Tru-Fast Plastic Plate
EVIDENCE SUBMITTEn:
Test Aeency
Architectural Testing Inc.
Factory Mutual Research Corp.
9
TABLE 3
Product Manufacturer
Description Dimensions (With Current NOA)
Fastener for steel and wood Various Powers Fasteners Inc.
decks
Galvalume AZ55 stress plate 3" round Powers Fasteners Inc.
Fastener for steel and wood Various SFS Intec, Inc.
decks
Fastener for steel and wood Various SFS Intec, Inc.
decks
Galvalume AZ55 stress plate 3" round SFS Intec, Inc.
Polyethylene stress plate 3" round SFS Intec, Inc.
Square or oblong Galvalume SFS Intec, Inc.
steel plates for use with Isofast
fasteners
Insulation and membrane Various The Tru-Fast Corp.
fastener
Stainless steel insulation and Various The Tru-Fast Corp.
membrane fastener
Galvalume AZ50 steel plate 3.23" round The Tru-Fast Corp.
Polyethylene stress plate 3" round The Tru-Fast Corp.
Test Identifier
ATI-17601-02
ATI-18535
01-37183.02
J.I.1B7A5.AM
1998 Approval Guide
Building Materials
J.I. 2Z3A9.AM
J.I.4B2Al.AM
J.I.3B8Q4.AM
J.I. OB4A7.AM
J.I. 2B2Al.AM
J.I. 2Z2A8.AM
J.1. 3B5Al.AM
J.I. 4D9A6.AM
1.1. 2D6A6.AM
Letter
Description
Wind Uplift Classification
Wind Uplift Classification
UL 580
Date
07/30/96
10/14/96
06/29/00
Wind Uplift and Fire
Classification
Wind Uplift and Fire
Classifications
Wind Uplift and Fire
Classification
Wind Uplift Classification
Wind Uplift Classification
Wind Uplift Classification
Wind Uplift Classification
Seam Test
Wind Uplift and Fire
Classification
Approval Report 08/03/98
Wind Uplift Classification 10/07/98
Wind Uplift Classification 09/15/98
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 5 of 15
02/23/98
01/01/98
07/30/97
06/11/97
06/04/97
OS/29/97
OS/29/97
05/16/97
04/28/97
Test A2ency Test Identifier Description Date
Factory Mutual Research Corp. 3003326 Class 4470 04/12/99
3000348 Class 4470 04/19/99
3012458 Class 4470 02/23/02
3020353 Class 4470 03/25/04
3009502 Class 4470 12/21/00
3024994 Class 4450 02/28/06
3013584 Class 4470 06/27/03
3019897 Class 4470 10/07/05
3022187 Class 4470 09/15/05
3022181 Class 4470 09/01/05
3014692 Class 4470 08/05/03
Underwriters Laboratories, Inc. 96NK21757 Fire Classification 09/06/96
96NKI0924 Fire Classification 10/31/96
96NK2887I Fire Classification 11/06/96
96NK33323 Fire Classification 10/24/97
1998 Roofmg R8103 Fire Classification 01/01/98
Materials & Systems
Directory
Letter Fire Classification 08/06/98
Letter Fire Classification 09/09/98
02NK46936 UL 790 12/15/03
~
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NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 6 of 15
ApPROVED ASSEMBLIES
Membrane Type: Single Ply, Thermoset, EPDM, Reinforced, Nonreinforced, Fleece Backed
Deck Type 21: Steel, Insulated
Deck Description: 18-22 ga. steel
System Type A: All layers of insulation adhered to deck, membrane fully adhered.
All General and System Limitations apply.
Insulation Layer
Insulation Fasteners Fastener
(Table 3) Density/fe
Extruded or Expanded Polystyrene, Energy-Lok, ACFoam-II, ACFoam-III, Multi-Max FA,
lIytherm AP, H-Shield, Ultra/M-n Iso/glas, ENRGY-2, ENRGY-3, PSI-25, AC Foam II,
Polyisocyanurate HP, HP-W, UP-H, HP-N, ISO 95+GL, HF, Rhotlex GL, HF
Minimum 1" thick N/A
ACFoam Composite, Rhotlex Composite, Fesco Foam
Minimum 1.5" thick
Dens Deck, Dens Deck Prime Strataguard
Minimum W' thick I
N/A
N/A
N/A
N/A
N/A
Structodeck, Fiber Base. High Density Fiberboard, Perlite, HP Recovery Board, Wood Fiber
Minimum Yz" thick N/ A N/ A
Note: All insulation shall be fully adhered to the deck with FAST Adhesive at a rate of 1 gal./sq.
Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Vapor Retarder: None.
Barrier:
Membrane:
Surfacing:
Maximum Design
Pressure:
8
None.
Sure-Seal or Sure-White FleeceBACK 100 or liS mil membrane fully adhered to
the insulation using FAST 100 Adhesive applied to the substrate at a rate of I
galllOOfF or Aqua Base 120 Bonding Adhesive applied to the substrate at a
rate of 1 gal/l20 m.
Or
Sure-Seal or Sure-White 45 to 90 mil membrane fully adhered to the insulation
using 90-8-30A applied to the substrate at a rate of 1 ga1l60 ft.2, or B-500 applied
to the substrate at 1 gal./sq.
Or i
Sure-Seal FleeceBACK AFX or AFX Plus membrane adhered to the
I
insulation in a full tnopping of approved asphalt applied within the EVT
range and at a rate pf20-25lbs.lsq or Cold Applied Adhesive applied to the
substrate at a rate of 1 gal/67 fF.
(Optional) A two-part surfacing consisting ofEM-8 Hypalon applied at the rate of
1 gal.l150 ft2 and silica sand applied into the wet coating at a rate of35 Ibs.lsq. or
two coats of Sure-Seal Acrylic Coating at a rate 1.5 gal/sq. per coat.
-90 psf. (See General Limitation #9)
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 7 of 15
Membrane Type: Single Ply, Thermoset, EPDM, Reinforced, Nonreinforced, Fleece Backed
Deck Type 21: Steel, Insulated
Deck Description: 18-22 ga. steel
System Type C(1): All layers of insulation simultaneously attached; membrane fully adhered.
All General and System Limitations apply.
Insulation Layer Insnlation Fasteners
(Table 3)
ACFoam-II, H-Shield, ENRGY-3, PSI-25, Polyisocyanurate HP, HP-W, BP-H, BP-N,
Minimum 2" thick 1
Fastener
Density/ft2
1:1.6 ft2
Note: All layers of insulation shall be simultaneously fastened. Please refer to Roofing Application
Standard RAS 117 for insulation attachment.
Vapor Retarder:
None.
Barrier:
None.
Membrane:
Sure-Seal or Sure-White FleeceBACK 100 or 115 mil membrane fully adhered to
the insulation using FAST 100 Adhesive applied to the substrate at a rate of I
galllOOfF.
Or
Sure-Seal or Sure-White 45 to 90 mil membrane fully adhered to the insulation
using 90-8-30A applied to the substrate at a rate of I gall60 ft.2, or B-500 applied
to the substrate at 1 gaL/sq.
(Optional) A two-part surfacing consisting ofEM-8 Hypalon applied at the rate of
1 gal.l150 fP and silica sand applied into the wet coating at a rate of35 lbs.lsq. or
two coats of Sure-Seal Acrylic Coating at a rate 1.5 gal/sq. per coat.
Surfacing:
Maximum Design
Pressure:
-75 psf. (See General Limitation #9)
~
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NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 8 of 15
Membrane Type: Single Ply, Thermoset, EPDM, Reinforced, Nonreinforced, Fleece Backed
Deck Type 21: Steel, Insulated
Deck Description: 18-22 ga. steel
System Type C(2): All layers of insulation simultaneously attached; membrane fully adhered.
All General and System Limitations apply.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
One of the following covered with the boards listed in Top Layer or Base or Top Layer.
Extruded or Expanded Polystyrene
Minimum I" thick N/A N/A
Perlite
Minimum W' thick
N/A
N/A
Note: All layers shall be simultaneously fastened; see top or base layer below for fasteners and
density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the
number of fasteners shall be increased maintaining the same fastener density. Single and multiple
layers of insulation can be adhered with OlyBond 500 BA or FAST Adhesive at minimum rate
1 gal/sq. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Base or Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
Multi-Max FA, Hythenn AP, UltraIM-1I Iso/glas
Minimum 1.2" thick
1,5,7, 10, 11, 14, 16,21 or 22
1:2 ftl
ENRGY-2, ENRGY-3, PSI-25, AC Foam II, AC Foam m, H-Shield, Polyisocyanurate HP" HP-H
HP-N,HP-W
Minimum 1.5" thick
Minimum 2" thick
1,10,11,14 or 17
1,7,10,11,14,16,21 or 22
1:2 ftl
1:4 ftl
ACFoam Composite, Rhoflex Composite, Fesco Foam
Minimum 1.5" thick
1,5, 7, 16, 10, 11,14,21 or 22
1:3 ftl
High Density Fiberboard
Minimum %" thick
1,5,7,10,11,14,21 or 22
1 :2.67 ftl
ISO 95+GL, HF, Rhoflex GL, HF
Minimum 1.2" thick
Minimum 1.4" thick
5,7 or 16
7,10,11,14,16,21 or 22
1:2 ftl
1:3 ftl
Structodeck, Fiber Base, HP Recovery, Wood Fiber
Minimum W' thick
Dens Deck, Dens Deck Prime, Strata guard
Minimum ~"tbick
5,10,11 or 14
1:2 ftl
1,5,7,10,11,14,21 or 22
1:2 ftl
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fr
Required over tbe insulations listed in Base Layer or optional over any of the insulations listed as
Base or Top Layer:
L\
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NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 9 of 15
HP Recovery (for use over all insulation. types) Fiber Base (for use over polyisocyanurate, gypsum or
perlite)
Minimum W' thick 1 1:2 ftz
Vapor Retarder:
Barrier:
Membrane #1:
Membrane #2:
Membrane #3
Surfacing:
Maximum Design
Pressure:
8
(Optional) Any UL or FM approved vapor retarder applied to the roof deck or over
a base layer of insulation.
None.
Sure-Seal or Sure-White 45 to 90 mil membrane fully adhered to the insulation
using 90-8-30A applied to the substrate at a rate of 1 gal/60 ft.2, or B-500 applied
to the substrate at 1 gal.lsq.
Maximum Design Pressure -45 psi (See General Limitation #9)
Sure-Seal or Sure-White FleeceBACK 100 or 115 mil membrane fully adhered to
the insulation using FAST Adhesive applied to the substrate at a rate of 1 gal/sq or
Aqua Base 120 Bonding Adhesive applied to the substrate at a rate of 1
gal/120 ft2.
Maximum Design Pressure -60 psf. (See General Limitation #7)
Sure-Seal FleeceBack AFX or AFX Plus membrane adhered to the insulation in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-
25 lbs./sq or Cold Applied Adhesive applied to the substrate at a rate of 1
ga1l67 ft2.
Maximum Design Pressure - 60 psf. (See General Limitation #7).
(Optional) A two-part surfacing consisting ofEM-8 Hypalon applied at the rate of
I gaL/I 50 fF and silica sand applied into the wet coating at a rate of35 lbs./sq. or
two coats of Sure-Seal Acrylic Coating at a rate 1.5 gal/sq. per coat.
See Membrane Options Above
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29106
Page 10 of 15
Membrane Type: Single Ply, Thermoset, EPDM, Reinforced
Deck Type 21: Steel, Insulated
Deck Description: 18-22 ga. Steel. (See Deck Types noted below)
System Type D(I): Membrane mechanically attached over preliminarily fastened insulation.
All General and System Limitations apply.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
One of the following covered with the boards listed in Top Layer or Base or Top Layer.
Extruded or Expanded Polystyrene
Minimum 1" thick N/A N/A
Perlite
Minimum W' thick
N/A
N/A
Base or Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
ENRGY-2, ENRGY-3, PSI-25, H-Shield, AC Foam II, AC Foam Ill, Polyisocyanurate HP, HP-W,
HP-H, Polyisocyanurate HP-N, Multi-Max FA, Hytherm AP, Ultra/M-ll Iso/glas, ISO 95+ HF,
Rhoflex UF, ISO 95+GL, GW, Rhoflex GL, GW, UltraGard Gold, Isolite E, ACFoam Composite,
Rhoflex Composite, Fesco Foam
Minimum 1" thick N/A N/A
HP Recovery, Structodeck, Fiber Base, :high Density Fiberboard
Minimum W'thick N/A N/A
Dens Deck, Dens Deck Prime, Strata guard
Minimum W' thick
N/A
N/A
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/fe
Required over the insulations listed in Base Layer or optional over any of the insulations listed as
Base or Top Layer:
HP Recovery (for use over all insulation. types) Fiber Base (for use over polyisocyanurate, gypsum or
perlite)
Minimum Yz" thick N/A N/A
Note: All layers of insulation and base sheet shall be simultaneously attached. See base sheet
below for fasteners and density. Refer to Roof"mg Application Standard RAS 117 for insnlation
attachment requirements. Insulation shall have preliminary attachment, prior to the installation of
the roofing membrane. At an application rate of two fasteners per board for insulation boards
having no dimension greater than 4 ft., and four fasteners for any insulation board having no
dimension greater than 8 ft. Single and multiple layers of insulation can be attached to the deck
with FAST Adhesive or OlyBond 500 BA.
Vapor Retarder.
(Optional) Any UL or FM approved vapor retarder applied to the roof deck or over
a base layer of insulation.
None.
Barrier:
9
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 11 of 15
Membrane:
Deck:
Fastening #1:
Fastening #2:
Fastening #3:
Fastening #4:
Surfacing:
Maximum Design
Pressure:
9
Sure-Seal Reinforced, FR Reinforced or Sure-Tough secured through the
preliminarily attached insulation as specified below.
Minimum 22 gage ASTM A653 Grade C Steel deck fastened to steel support at a
maximum span of 6 feet o.c. Steel deck shall be fastened with minimum ITW
BuiIdex Traxx/5 at a maximum spacing of 6 inches o.c. Side laps shall be fastened
with Traxx/I at a maximum spacing of 24 inches o.c.
Sure-Seal Metal Fastening Bars with Sure-Seal HP.X Fasteners or ST Fastening
Bar With Sure-Tite Fasteners spaced 12" o.c. installed through the lap or through a
RUSS strip in rows spaced maximum 6'-6" O.c.
Maximum Design Pressure -45 psi (See General Limitation #7)
Sure-Seal Metal Fastening Bars with Sure-Seal HP.X Fasteners or ST Fastening
Bar With Sure-Tite Fasteners spaced 6" o.c. installed through the lap or through a
RUSS strip in rows spaced maximum 9'-6" o.c.
Maximum Design Pressure -52.5 psf (See General Limitation #7)
Sure-Seal Metal Fastening Bars with Sure-Seal HP.X Fasteners or ST Fastening
Bar With Sure-Tite Fasteners spaced 6" o.c. installed through the lap or through a
RUSS strip in rows spaced maximum 6'-6" o.c.
Maximum Design Pressure -67.5 psi (See General Limitation #7)
Sure-Seal HP Fasteners with 2" Polymer Plates spaced 6" O.c. through the Sure-
Tough Membrane in the lap in rows spaced maximum 9'_6" o.c.
Maximum Design Pressure -52.5 psj. (See General Limitation #7)
(Optional) A two-part surfacing consisting ofEM-8 Hypalon applied at the rate of
I gal./I 50 ft2 and silica sand applied into the wet coating at a rate of 35 lbs.lsq. or
two coats of Sure-Seal Acrylic Coating at a rate 1.5 gaVsq. per coat.
See Fastening Options Above
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 12 of 15
Membrane Type: Single Ply, Thermoset, EPDM, Reinforced
Deck Type 21: Steel, Insulated
Deck Description: 18-22 ga. Steel. (See Deck Type noted below)
System Type D(2): Membrane mechanically attached over preliminarily fastened insulation.
All General and System Limitations apply.
Base Insulation Layer Insulation Fasteners Fastener
(fable 3) Density/fe
One of the following covered with the boards listed in Top Layer or Base or Top Layer.
Extruded or Expanded Polystyrene
Minimum I" thick N/A N/A
Perlite
Minimum W' thick
N/A
N/A
Base or Top Insulation Layer
Insulation Fasteners Fastener
(Table 3) Density/fe
ENRGY-2, ENRGY-3, PSI-25, H-Shield, AC Foam D, AC Foam III, Polyisocyanurate HP, IIP-W,
IIP-H, Polyisocyanurate IIP-N, Multi-Max FA, Hytherm AP, UltraIM-D Iso/glas, ISO 95+ HF,
RhoOex HF, ISO 95+GL, GW, RhoOex GL, GW, UltraGard Gold, Isolite E, ACFoam Composite,
RhoOex Composite, Fesco Foam
Minimum 1" thick
N/A
N/A
lIP Recovery, Structodeck, Fiber Base, High Density Fiberboard
Minimum ~"thick N/A
N/A
Dens Deck, Dens Deck Prime, Strataguard
Minimum W'thick N/A
N/A
Top Insulation Layer
Insulation Fasteners Fastener
(Table 3) Density/fe
Required over the insulations listed in Base Layer or optional over any of the insulations listed as
Base or Top Layer:
lIP Recovery (for use over all insulation. types) Fiber Base (for use over polyisocyanurate, gypsum or
perlite)
Minimum W' thick
N/A
N/A
Note: All layers of insulation and base sheet shall be simultaneously attached. See base sheet
below for fasteners and density. Refer to Roofing Application Standard RAS 117 for insulation
attachment requirements. Insulation shall have preliminary attachment, prior to the installation of
the roofing membrane. At an application rate of two fasteners per board for insulation boards
having no dimension greater than 4 ft., and four fasteners for any insulation board having no
dimension greater than 8 ft. Single and multiple layers of insulation can be attached to the deck
with FAST Adhesive or OlyBond 500 BA.
Vapor Retarder:
(Optional) Any UL or FM approved vapor retarder applied to the roof deck or over
a base layer of insulation.
None.
Barrier:
8
c>
. ~~
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 13 of 15
Membrane:
Deck:
Fastening #1:
Fastening #2:
Fastening #3:
Fastening #4:
Fastening #5:
Surfacing:
Maximum Design
Pressure:
9
Sure-Seal Reinforced, FR Reinforced or Sure-Tough secured through the
preliminarily attached insulation as specified below.
Minimum 22 gage ASTM A653 Grade E Steel deck fastened to steel support at a
maximum span of 6 feet o.c. Steel deck shall be fastened with minimum ITW
Buildex Traxx/5 at a maximum spacing of 6 inches o.c. Side laps shall be fastened
with Traxx/l at a maximum spacing of 30 inches o.c.
Sure-Seal Metal Fastening Bars with Sure-Seal HP.X Fasteners or ST Fastening
Bar With Sure-Tite Fasteners spaced 12" o.c. installed through the reinforced
membrane in the lap or through a RUSS strip in rows spaced maximum 9'-6" o.c.
Maximum Design Pressure -45 psi (See General Limitation #7)
Sure-Seal Metal Fastening Bars with Sure-Seal HP-X Fasteners or ST Fastening
Bar With Sure-Tite Fasteners spaced 6" o.c. installed through the reinforced
membrane in the lap or through a RUSS strip in rows spaced maximum 9'-6" o.c.
Maximum Design Pressure -60 psi (See General Limitation #7)
Sure-Seal Metal Fastening Bars with Sure-Seal HP-X Fasteners or ST Fastening
Bar With Sure-Tite Fasteners spaced 6" o.c. installed through the reinforced
membrane in the lap or through a RUSS strip in rows spaced maximum 6'-6" o.c.
Maximum Design Pressure-75 psi (See General Limitation #7)
Sure-Seal HP fasteners Polymer Plates 6" o.c. installed through the reinforced
membrane in the lap or through a RUSS strip in rows spaced maximum 9'-6" o.c..
Maximum Design Pressure -52.5 psj. (See General Limitation #7)
Sure-Seal HP Fasteners and 2" Polymer Plates spaced 6" o.C. through Sure-Tough
Membrane in the lap in rows spaced maximum 9' -6" o.c.
Maximum Design Pressure -60 psi (See General Limitation #7)
(Optional) A two-part surfacing consisting ofEM-8 Hypalon applied at the rate of
1 gal./150 ft2 and silica sand applied into the wet coating at a rate of351bs.lsq. or
two coats of Sure-Seal Acrylic Coating at a rate 1.5 gaVsq. per coat.
See Fastening Options Above
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 14 of 15
STEEL DECK SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field
withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density.
All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing
Application Standard RAS 137, calculations shall be signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant.
2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22
gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. O.c.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 Ibs.lsq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of ]2 Ibs.lsq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of2751bf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 IbE insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should
the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be
submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing
Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform
with Roofing Application Standard RAS III and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
&)
NOA No.: 06-0403.05
Expiration Date: 06/28/11
Approval Date: 06/29/06
Page 15 of 15
Florida Building Code Online
Product Approval
USER: Public User
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Product Approval Menu> Product or Application Search> Application List> Application Detail
FL #
Application Type
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Comments
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Product Manufacturer
AddressjPhonejEmail
Authorized Signature
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Address/Phone/Email
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AddressjPhone/Email
Category
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Compliance Method
Certification Agency
FL5851
New
2004
Approved
YKK AP America
332 Firetower Road
Dublin, GA 31021
(478) 277-2549
chrismoody@ykk-api.com
Chris Moody
chrismoody@ykk-api.com
Jose I Archila
332 Firetower Road
Dublin, GA 31021
josea rchila@ykk-api.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
Miami-Dade BCCO - CER
http://www .floridabuilding.orglpr/pr _ app _ dt1.aspx?param=wGEVX QwtDqt%2bOlhBh 1 Pj... 12/4/2007
Florida Building Code Online
Page 2 of3
Referenced Standard and Year (of
Standard)
Standard
TAS 202
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
11/18/2005
11/18/2005
11/28/2005
12/06/2005
Summary of Products
FL# Model, Number or Na~ription
5851.1 1200 IIAluminum Entrance Door
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instruction
Approved for use outside HVHZ: PTID 5851 I 20d,35d.51
Impact Resistant: Verified By:
Design Pressure: +/-
Other: Approved for use in HVHZ under NOA#
03-0801.05 and 03-0801.06. Design Pressures
listed in NOA shall be divided by 1.33 to comply
with 2004 FBC or be varified by a Florida PE.
5851.2 35DH Aluminum Entrance Door
Limits of Use (See Other) Certification Agency Ce
Approved for use in HVHZ: Installation Instruction
Approved for use outside HVHZ: Verified By:
Impact Resistant:
Design Pressure: +/-
Other: Approved for use in HVHZ under NOA#
03-0916.03. Design Pressures listed in NOA shall
be divided by 1.33 to comply with 2004 FBC or
be varified by a Florida PE.
Back
I I
Next
DCA Administration
Department of Community Affairs
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Florida Building Code Online
Page 3 of3
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
@ 2000-2005 The State of Florida. All rights reserved. CODvriQht and Disci.
Product Approval Accepts:
=1iI~.
http://www.f1oridabuilding.org/pr/pr _ app _ dtl.aspx?param=wGEVXQwtDqt%2bOlhBhl Pj... 12/4/2007
YKK
a~
200, 350 & 500 ENTRANCES
~
\
Installation Manual
\
/
/
I
I
@2004 YKK AP America Inc. is a subsidiary of G YKK Corporation of America.
200, 350, 500 Entrances
YKK
a~
TABLE OF CONTENTS
Installation Notes ....................................... Page ji
Cut Down Transom Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 1
Fabricate Frame For Header . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 1
Offset Pivot Frame Installation ............................ Page 2
Butt Hinge Frame Installation ............................. Page 3
Center Pivot Frame Installation. . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 4
Calculate Transom Glass Size. . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 5
Install Overhead Concealed Closer ........................ Page 6
In Offset Pivot and Butt Hinge Frames
Install Optional Panic Strike .............................. Page 6
Install Optional Bottom Offset Pivot. . . . . . . . . . . . . . . . . . . . . . .. Page 6
Glaze The Door . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Page 7
Install Smart Series Push/Pull Hardware . . . . . . . . . . . . . . . . . . .. Page 7
Install Offset Pivot Door Into Frame . . . . . . . . . . . . . . . . . . . . . . .. Page 8
Install Butt Hinge Door Into Frame . . . . . . . . . . . . . . . . . . . . . . . .. Page 8
Install Center Pivot Door Into Frame ....................... Page 9
Adjust Weather Astragal For Pair of Doors . . . . . . . . . . . . . . . . .. Page 9
Install Door Sweeps ..................................... Page 10
Effective Date: July 15, 2004
Page-i
YKK
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200, 350, 500 Entrances
Installation Notes
1. Do not drop, roll or drag boxes of aluminum framing. Move and stack boxes with proper support
to prevent distortion. If fork lifts are used be especially careful about striking the boxes when lifting or
moving.
2. Store in a dry, out of the way area. If rain exposure, condensation or any water contact is
likely, then all packaging material should be removed. Wet packaging materials will discolor and may
stain aluminum finishes and paints.
3. All materials should be checked for quantity and quality upon receipt, YKK AP must be notified
immediately of any discrepancies in shipment. Check to make sure that you have the required shims,
sealants, supplies and tools necessary for the installation.
4. Carefully check the openings and surrounding conditions that will receive your material.
Remember, if the construction is not per the construction documents, it is your responsibility to notify
the general contractor in writing. Any discrepancies must be brought to the general contractor's
attention before you proceed with the installation.
5. Gather your shop drawings, materials, packing list and this installation manual. Carefully review
parts location, the sequence it goes therein when you glaze it and how you seal it. Installation
instructions are of a general nature and may not cover every condition you encounter. The shop
drawings and/or installation manuals were prepared specifically for the product.
6. Any material substitutions must be of equal or greater quality.
7. Make certain that material samples have been sent for compatibility testing for all manufacturer's
sealants involved. Make certain that sealants have been installed in strict accordance with the
manufacturer's recommendations and specifications.
8. Remember to isolate, in an approved manner, all aluminum from uncured masonary or other
incompatible materials.
9. System-to-structure fasteners are not supplied by YKK. Fasteners called out on shop drawings
are to indicate minimum sizes for design loading.
10. Entrances are to be installed plumb, square, level and true.
11. If any questions arise concerning YKK products or their installation, contact YKK AP for clarification
before proceeding.
12. YKK store front and/or curtain wall framing is typically completed before drywall, flooring and other
products that may still be in process. Take the extra time to wrap and protect work that you have
proudly produced, because no one else will.
13. Cutting tolerances are plus zero, minus one thirty second unless otherwise noted.
14. Check our website, www.ykkap.com. for the latest installation manual update prior to
commencing work.
Page-ii
Effective Date: July 15, 2004
200, 350, 500 Entrances
YKK
a~
STEP 1
CUT DOWN TRANSOM FRAME
(For non-transom frames, proceed directly to Step 3)
Measure the height of each masonry opening that is to receive a door frame. If there are several different
frame heights, it will be necessary to label each frame.
-Deduct 3/8" from the height of the masonry opening to determine the frame size.
-Slide the transom glazing pocket up so that it is flush with the end of the frame.
-Mark the frame height on the frame jambs by measuring up from the bottom of the frame.
See Detail 1.
-Cut the frame and the transom glazing pocket.
-Slide the transom glazing pocket back down into position.
See Detail 2.
Transom
Glazing
Pocket
DETAIL 2
DETAIL 1
Mark
Frame
Height
STEP 2
FABRICATE FRAME FOR HEADER
FACE
6~8
II I I II
II I I II
II I I II
-Measure down from the top of the frame dimension "A",
see the table below.
-Mark the spot on each "V-Groove" for the holes
required to attach header.
-Drill a 0.236" diameter hole (#8 drill bit) through
both the web and the front of the jamb, at each
location marked.
See Detail 3.
-Drill 1/2" diameter access holes in web only,
centered on the first holes drilled, to permit the
head of the fasteners to pass through the web.
<(
o 0.236"
(Web & Face)
o 0.500"
(Web Only)
Member Dimension A
1-3/4" Header 1-9/16"
2" Header 1-13/16"
DETAIL 3
I I
I I
I I
~
I V-Groove I
I I
Effective Date: July 15, 2004
Page-1
YKK
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200, 350, 500 Entrances
STEP 3
OFFSET PIVOT FRAME INSTALLATION
-Remove from the door carton, through the cut-out provided, the offset pivot frame portion packages.
Top Pivot Package: Accessories: (1) top pivot frame portion E1-0303.
Screws: (3) FM-1206 finish to match frame.
Bottom Pivot Package: Accessories: (1) bottom pivot frame portion: E1-0300(RH), E1-0301(LH).
(1) Plastic anchor plug.
Screws: (2) FM-1206 finish to match frame.
(2) FM-1206 mill finish.
-Remove from the frame carton the frame accessory package:
Singles and pairs: Accessories: (3) plastic anchor plugs, (2) setting blocks for transom lite:
E2-0019 for 1/4" glass or E2-0020 for 1" glass.
Screws: (3) FC-1228, (4 or 8) PC-1216 (8 for transom).
Single door frames only: Accessories: (1) threshold clip E1-0307.
Screws: (2) FM-1206 to match frame, (2) FM-1206 mill finish.
-Attach bottom pivot and threshold clips to frame.
-Attach top pivot frame portion to the transom bar.
-Assemble frame as shown.
See Detail 4.
PC-1216
~-
Install the frame into the opening:
-Anchor bottom pivot to the opening.
-Shim if required.
-Attach the threshold to the frame set in bed
of sealant.
-Shim and anchor frame so that it is plumb,
square, level, and true.
-Caulk the perimeter of the frame with a quality
sealant.
'-
Jamb
~ad
T~
Glazing
Pocket
Transom
Glass Stop
Glaze the transom lite:
(See Page 5 to calculate Transom Glass Sizes)
-Snap into place the interior transom glass stop.
-Install interior glazing gasket in the transom.
-Install setting blocks at quarter points.
-Carefully install the transom lite.
-Snap into place the exterior transom glass stop.
-Install exterior gasket.
DETAIL 4
E1-0307
Page-2
Effective Date: July 15, 2004
200, 350, 500 Entrances
YKK
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STEP 3
BUTT HINGE FRAME INSTALLATION
-Remove from the door carton, through the cut-out provided, the accessory package.
Accessories: (2) threshold clips E1-0307, (3) plastic anchor plugs, (2) setting blocks
for transom lites: E2-0019 for 1/4" glass or E2-0020 for 1" glass.
Fasteners: (3) FC-1228 FHSMS, (8) FM-1206 (4 to match frame & 4 mill finish,
and (4) or (8) PC-1216 fasteners (8 for transom frames).
-Attach the threshold clips to the frame.
-Assemble frame as shown.
See Detail 5.
Install the frame into the opening:
-Attach the threshold to the frame set in bed
of sealant.
-Shim and anchor frame so that it is plumb,
square, level, and true.
-Caulk the perimeter of the frame with a quality
sealant. '-
Glaze the transom lite:
(See Page 5 to calculate Transom Glass Sizes)
-Snap into place the interior transom glass stop.
-Install interior glazing gasket in the transom.
-Install setting blocks at quarter points.
-Carefully install the transom lite.
-Snap into place the exterior transom glass stop.
-Install exterior gasket.
Jamb
Transom
Glass Stop
Backup Plate
(Factory Installed)
DETAIL 5
E1-0307
Effective Date: July 15, 2004
Page-3
YKK
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200, 350, 500 Entrances
STEP 3
CENTER PIVOT FRAME INSTALLATION
-Remove from the frame carton the accessory package:
Accessories: (2) Threshold clips, (3) plastic anchor plugs, (1) transom bar/closer shear block (2 for
pair of doors), (1) transom bar shear block: E1-0317 for 41/2" frames or E1-0326
for 4" frames for single doors, (1) closer anchor clip, (1) bottom pivot assembly,
(2) setting blocks for transom lites: E2-0019 for 1/4" glass or E2-0020 for 1" glass.
Fasteners (8) FM-1206 and (3) FC-1228 to attach threshold clips and threshold,
For Frame: (4) PC-1216 to attach headers (transom frames only), (2) PC-1228 to attach the
E1-0326 or E1-0317 and (2) FC-1008 to attach the T-Bar (single door frames only).
Fasteners (2) 1/4-20 x 1/2" HHMS bolts with lock washers, (3) 1/4-20 x 1/2" PHMS bolts,
For Closer: (2) 1/4-20 x 1-1/4" FHMS, and (6) FM-1006.
Note: Last five items doubled for frames for pairs of doors.
-Assemble the threshold clips to the frame.
-Asemble the bottom pivot(s) to the threshold.
-Assemble frame as shown.
See Detail 6.
DETAIL 6
Install the frame into the opening:
-Attach the threshold to the frame set in bed
of sealant.
-Shim and anchor frame so that it is plumb,
square, level, and true.
-Caulk the perimeter of the frame with a quality
sealant.
-Install the overhead door closer(s).
See Detail 7 and the instructions in the closer box.
-Attach cover plate(s).
Glaze the transom lite:
(See Page 5 to calculate Transom Glass Sizes)
-Snap into place the interior transom glass stop.
-Install interior glazing gasket in the transom.
-Install setting blocks at quarter points.
-Carefully install the transom lite.
-Snap into place the exterior transom glass stop.
-Install exterior gasket.
DETAIL 7
E1-0317
PC-1228 FC-1008
.~~(
/
E1-0307 /
Center
Pivot
1/4"-20 x 1-1/4"
FHMS
1
Page-4
Effective Date: July 15, 2004
200, 350, 500 Entrances
YKK
a~
Calculate Transom Glass Sizes:
o
..J
e-
O)
c
'c
Ql
a.
o
:E
.21
>.
III
a
DETAIL 8
1/4" Glazing Shown
1" Glazing Similar
Daylight Opening (D.L.O.)
II
** 1/4" Glazing Pocket = 1/8"
1" Glazing Pocket = 1/2"
* Single Glazing (Offset Pivot) = 13/16"
Single Glazing (OHCC) = 15/16"
Insulated Glazing = 1"
Transom Glass Size Formulas
TYPE YES 40 FS/FI YES 45 FS/FI
Width for Single Glass D.L.O. +(plus) 5/8" D.L.O. +(plus) 5/8"
Height for Single Glass D.L.O. +(plus) 5/8" D.L.O. +(plus) 5/8"
Width for Insulated Glass D.L.O. +(plus) 7/8" D.L.O. +(plus) 7/8"
Height for Insulated Glass D.L.O. +(plus) 7/8" D.L.O. +(plus) 7/8"
Note: Above transom glass sizes are for YES 40 and YES 45 frames only;
for other frames refer to shop drawings or contact YKK AP.
Effective Date: July 15, 2004
Page-5
YKK
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200, 350, 500 Entrances
STEP 4 (OPTIONAL)
INSTALL OVERHEAD CONCEALED CLOSER
IN OFFSET PIVOT & BUTT HINGE FRAMES
-Assemble the frame by first attaching the transom
bar/closer shear block to the pivot jamb of the frame.
-Complete the assembly and installation of the frame
following the standard installation instructions.
-Install the overhead concealed closer into the frame.
-Attach the cover plate and the offset arm.
-The top door rail has been routed out to clear the
offset arm of the closer.
-Locate the arm cover package that is in the frame
box and attach it to the bottom of the transom bar
with #10-32 x 2" fasteners provided (three for
singles and four for pairs).
See Detail 9.
DETAIL 10
STEP 6 (OPTIONAL)
INSTALL BOTTOM OFFSET PIVOT, E1-0341
Offset pivot door frames that do not have a threhold
will require bottom offset pivot, E1-0341, which may
also be used as a replacement bottom pivot.
-Locate the bottom pivot package taped to the door.
-Anchor the pivot to the concrete using (3) FC-1228
fasteners and plastic plugs.
-Shim as required.
See Detail 11.
Shear Block
For OHCC
Transom Bar
For OHCC
DETAIL 9
#10-32 x 2"
PHMS
STEP 5 (OPTIONAL)
INSTALL STRIKE
FOR STANDARD EXIT DEVICE
-Locate the strike package taped to the door.
-The package will contain:
(1) Strike.
(3) Shims.
(4) Screws.
-Install the strike according to Detail 10.
-Install shims as required.
FC-1228
#12 x 1-3/4"
n
,
DETAIL 11
E1-0341
Bottom Pivot
Page-6
Effective Date: July 15, 2004
200, 350, 590 Entrances
YKK
a~
STEP 7
GLAZE THE DOOR
Heel
CD
Install interior glass stops.
-Trim glazing gasket leaving 1/8" excess at each end.
-Install the vertical glass stop first by engaging the
heel <D first then snapping in the toe @.
See Detail 12.
-Center the horizontal glass stops and install.
-Carefully install the door lite onto the factory installed
corner blocks.
-Install the exterior glass stops repeating the instructions
listed above.
DETAIL 12
STEP 8
INSTALL SMART SERIES PUSH/PULL HARDWARE
Attach pull handle:
-Remove from the door carton the push/pull hardware and accessory package.
-Fasten the pull handle to the lock stile with the 2-1/2" shoulder bolt at the top and with the 2-3/4" oval
head machine screw at the bottom. Make sure the washer is properly seated under the screw head.
Attach push bar:
-Attach the end cap to the pivot stile with the FM-2512 3/4" machine screw.
-Insert the straight end of the push bar into the end cap and swing the curved end onto the shoulder
bolt head. Tighten the set screws at each end of the push bar using a 1/8" Allen wrench.
See Detail 13.
Note: For center pivot doors, push bars are installed on both sides of the doors; attach shoulder bolts on
both stiles and follow the instructions above to attach push bars. Repeat steps for the other side.
End Cap
Set Screw
Lock Stile
Pull Handle
........
1/4"-20 x 2-1/4"
_~ Shoulder Bolt
Set Screw
'"",, cs:::: FM-2512
~ 1/4"-20 x 3/4"
Flat Head MS
1/4"-20 x 2-3/4"
Oval Phillips MS
with Washer
Pivot Stile
DETAIL 13
Viewed from Interior
Effective Date: July 15, 2004
Page-7
YKK
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200, 350, 500 Entrances
STEP 9
INSTALL OFFSET PIVOT DOOR INTO FRAME
-Set the door down onto the bottom pivot of the frame.
-Compress the retractable pivot pin in the top pivot
and set the door up into position so the pivot pin
engages the frame pivot.
-Check the alignment of the door.
-Align the stile opposite the pivot stile by turning the
screw located in the top rail:
Clockwise to raise the corner.
Counter-clockwise to lower the corner.
See Detail 14.
-Align the pivot stile by adjusting the screw in the
bottom pivot.
-Unscrew the cap on top of the pivot and adjust the
screw inside the pivot with a 3/16" Allen wrench:
Clockwise to raise the corner.
Counter-clockwise to lower the corner.
-Replace the cap on top of the pivot.
See Detail 15.
@
Pivot
Stile
Pivot
Stile
4-
4-
n
4-
~
4-
DETAIL 14
STEP 9
INSTALL BUTT HINGE DOOR INTO FRAME
-Remove from the door carton the package of eight
fasteners that will attach the butt hinges to the
backup plates in the frame.
-Carefully align the holes in the butt hinge with the
holes in the back up plates and fasten the door to the
frame. Completely support the door during this step.
-Check the alignment of the door with the frame.
-Adjust the alignment of the door by turning the screw
located in the top rail:
Clockwise to raise the corner.
Counter-clockwise to lower the corner.
See Detail 14.
DETAIL 15
Page-8
Effective Date: July 15,2004
200, 35'0, 500 Entrances
YKK
a~
STEP 9
INSTALL CENTER PIVOT DOOR INTO FRAME
-Remove from the package taped to the door the end
cap and bolts for the top arm assembly.
-Remove from the pivot stile the two endcaps.
-Check the alignment of the top arm:
The arm must be centered in the top rail.
See Detail 16.
-For non-hold open closers; slow the closer speed.
-Carefully rotate the pivot of the closer 900 to the
exterior of the frame to install the door.
-Set the door down onto the bottom pivot and slide
the top arm around the top pivot of the closer.
-Install the end of the top arm and the end caps of the door.
-Check the bottom corner of the door with the frame.
-Adjust the bottom corner of the door by turning the
screw located in the top rail of the door:
Clockwise to raise the corner.
Counter-clockwise to lower the corner.
See Detail 14.
h Arm End Cap / Top Arm
-0'8 @ '- ~~
~ 1" ~Olt ""-
Stile End Cap Top Rail
DETAIL 16
-Adjust the closing and latch speed of the closer.
STEP 10
ADJUST WEATHER ASTRAGAL FOR PAIR OF DOORS
-Adjust the weather astragal by turning the adjustment screws located along the meeting
stile cover of the active leaf:
Clockwise to increase the distance between leafs.
Counter clockwise to reduce the clearance between leafs.
See Detail 17.
E9-0332
Meeting Stile Cover
E9-0329
Active Leaf
DETAIL 17
Effective Date: July 15, 2004
Page-9
YKK
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200, 350, 500 Entrances
STEP 11 (OPTIONAL)
INSTALL DOOR SWEEP
-Door sweeps help the weathering performance of the door and are designed to be attached to the
interior face of the bottom rail.
-Transfer the location of each slot in the door sweep base, E9-0347, to the interior surface of the
bottom rail:
-Center the door sweep base on the bottom rail of the door.
-Align the bottom edge of the door sweep base with the bottom edge of the bottom rail.
-Mark the center of each slot on the bottom rail.
-Drill a 0.141" diameter hole (#28 drill bit) at each location marked.
-Attach the door sweep base to the bottom rail with four PC-0808 fasteners; do not completely tighten the
fasteners. Check the contact of the door sweep gasket, E2-0067, with the threshold. The door sweep
gasket must make full contact with the threshold to obtain the full benefit of the door sweep.
-Tighten all of the door sweep fasteners.
-Use a wood block and mallet to snap the door sweep cover, E9-0348, onto the base.
See Detail 18.
E9-0347
PC-080a
E9-0348
E9-0347
DETAIL 18
Viewed from Interior
E2-0067
Page-10
Effective Date: July 15, 2004
G YKK AP America Inc.
7680 The Bluffs
Suite 100
Austell, Georgia 30168
www.ykkap.com
Florida Energy Efficiency Code For Building Construction
Florida Department of Community Affairs
FLA/COM 2004 v2.5 -- Form 400A-2004
Method A: Whole Building Performance Method for Commercial Buildings
PROJECT SUMMARY
Short Desc: Napa
Owner: Napa Auto Parts
Address1: ~ Gall Boulevard
Address2:
Description: Zephyrhills
Type: Retail
Jurisdiction: ZEPHYRHILLS, PASCO COUNTY, FL (611600)
Cond Area: 7800 SF Cond & UnCond Area: 7800 SF
No of Storeys: 1 Area entered from Plans 7800 SF
Permit No: 0 Max Tonnage 5
If different, write in:
City:
State:
Zip:
Class:
Zephyrhills
Florida
33541
New Finished building
12/5/2007 EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5
Compliance Summary
Component Design Criteria Result
Gross Energy Use 11,118.2 12,070.1 PASSES
LIGHTING CONTROLS PASSES
EXTERNAL LIGHTING PASSES
HVAC SYSTEM PASSES
PLANT None Entered
WATER HEATING SYSTEMS None Entered
PIPING SYSTEMS None Entered
Met all required compliance from Check List? Y esIN oINA
IMPORTANT NOTE: An input report of this design building must be submitted
along with this Compliance Report.
12/5/2007 EnergyGauge Summit v3.1 0 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5 2
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code
Prepared By:
:),I~~lq ~O-
~
Building Official:
-iJ'
l~~
Date:
Date:
I certify that this building is in compliance with the FLorida Energy Efficiency Code
Owner Agent:
Date:
If Required by Florida law, I hereby certify (*) that the system design is in compliance with the FLorida
Energy Efficiency Code
Architect: MITCHELL M. DEUTSCH
Reg No: 93755
Electrical Designer: 1. DOUGLAS RIDDLE II
Reg No: 40423
Lighting Designer: J. DOUGLAS RIDDLE II
Reg No: 40423
Mechanical Designer: JUSTIN R. HARDY
Reg No: 67084
Plumbing Designer: JUSTIN R. HARDY Reg No: 67084
(*) 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 signedlsealed plans.
^ J')J::
f \
. }H - ')- J.C-l.")
/
j
v
12/5/2007
EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5 3
Project: Napa'
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
Building End Uses
Design Reference
Total 92.12 100.00
$11,118 $12,070
ELECTRICITY (Mptu/k 92.~~ 100.00
Wh/$) 220163"'~" 239012
$11,118 $12,070
AREA LIGHTS 30.13 37.02
72027 88486
$3,637 $4,469
MISC EQUIPMT 21.00 21.00
50178 50178
$2,534 $2,534
PUMPS & MISC 0.01 0.01
26 26
$1 $1
SPACE COOL 29.25 28.78
69902 68788
$3,530 $3,474
VENT FANS 11.73 13.19
28030 31534
$1,416 $1,592
Credits & Penalties (if any): Modified Points: = 92.12 I PASSES I
12/5/2007 EnergyGauge Summit v3.10 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5 4
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
External Lighting Compliance
Description Category Allowance Area or Length ELP A CLP
(WlUnit) or No. of Units (W) (W)
(Sqft or ft)
Ext Light 1 Plaza Areas 0.20 7,800.0 1,560 170
Design: 1530 (W) I PASSES I
Allowance: 1560 (W)
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
Lighting Controls Compliance
Acronym Ashrae Description Area No. of Design Min Compli-
In (sq.ft) Tasks CP CP ance
Napa ,001 Sales Area 7,800 1 7 4 PASSES
I PASSES I
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
System Report Compliance
AHU-l Split System Constant Volume Air Cooled No. of Units
thru 4 Split System < 65000 Btulhr 4
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria IPLV Criteria Iiance
Cooling System Air Cooled < 65000 Btu/h 13.00 13.00 8.00 PASSES
Cooling Capacity
Air Handling Air Handler (Supply) - 0.80 0.90 PASSES
System -Supply Constant Volume
I PASSES I
12/5/2007
EnergyGauge Summit v3.1 0 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5 5
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
No Eff Eff IPLV IPLV liance
I None I
Water Heater Compliance
Description Type Category Design Min Design Max Comp
Eff Eff Loss Loss liance
I None I
Piping System Compliance
Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance
[inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in]
[F] .SF.F]
I None I
12/5/2007
EnergyGauge Summit v3.1 0 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5
6
Project: Napa
Title: Zephyrhills
Type: Retail
(WEA File: Tampa.tmy)
Other Required Compliance
Category Section Requirement (write N/A in box if not applicable) Check
Infiltration 406.1 Infiltration Criteria have been met D
System 407.1 HV AC Load sizing has been performed D
Ventilation 409.1 Ventilation criteria have been met D
ADS 410.1 Duct sizing and Design have been performed D
T&B 410.1 Testing and Balancing will be performed D
Motors 414.1 Motor efficiency criteria have been met D
Lighting 415.1 Lighting criteria have been met D
O&M 102.1 Operation/maintenance manual will be provided to owner D
RooVCeil 404.1 R-19 for Roof Deck with supply plenums beneath it D
Report 101 Input Report Print-Out from EnergyGauge FlaCom attached? D
12/5/2007
EnergyGauge Summit v3.1 0 incorporating Florida Energy Code Version - FLAlCOM 2004 v2.5
7
EnergyGauge Summit v3.10
INPUT DATA REPORT
Proiect Information
Project Name: Napa
Orientation: East
Project Title: Zephyrhills
Address: 6855 Gall Boulevard
Building Type: Retail
Building Classification: New Finished building
State: Florida
Zip: 33541
No.of Storeys:
GrossArea: 7800
SF
Owner: Napa Auto Parts
Zones
No Acronym Description Type Area Multiplier Total Area
[sf! [sf!
I Napa Napa Auto Parts CONDITIONED 7800.0 I 7800.0 D
Zephyrhills
Spaces
No Acronym Description Type Depth Width Height Multi Total Area Total Volume
[ft] [ft] [ft] plier [sf! [cf!
In Zone: Napa
I Napa Napa Auto Parts Sales Area 50.00 156.00 20.70 I 7800.0 161460.0 D
Zephyrhills
Lighting
No Type Category No. of Watts per Power Control Type No.of
Luminaires Luminaire [WI Ctrl pts
In Zone: Napa
In Space: Napa
I Recessed Fluorescent - General Lighting 3 59 177 Programmable timer I 0
No vent without Daylighting
2 Recessed FI uorescent - General Lighting 2 59 118 Programmable timer I 0
No vent without Daylighting
3 Recessed Fluorescent - General Lighting 4 113 452 Programmable timer I 0
No vent without Daylighting
4 Recessed Fluorescent- Displayl Accent 2 113 226 Programmable timer I 0
No vent Lighting without Daylighting
5 Recessed Fluorescent - Displayl Accent 17 59 1003 Programmable timer I 0
No vent Lighting without Daylighting
6 Recessed Fluorescent - General Lighting 108 59 6372 Programmable timer I 0
No vent without Daylighting
7 Recessed Fluorescent - General Lighting I 162 162 Programmable timer I 0
No vent without Daylighting
8 Recessed Fluorescent - General Lighting 13 324 4212 Programmable timer I 0
No vent without Daylighting
9 Recessed Fluorescent - General Lighting 4 460 1840 Programmable timer I 0
No vent without Daylighting
12/5/2007
EnergyGauge Summit v3.10
Walls
No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value
[ft] [ft] plier [sf] (Btulbr. sf. F) Capacity [Ib/cf] [h.sf.FlBtu]
[Btu/sf.F]
In Zone: Napa
I Front Store East 0.75 in. stucco, 50.00 20.70 I 1035.0 East 0.0838 11.224 50.24 11.9 D
2"styro,8"CMU,lx2
x24"oc,airspace,0.5"
gyp
2 Rear Store West 0.75 in. stucco, 50.00 20.70 I 1035.0 West 0.0838 11.224 50.24 11.9 D
2"styro,8"CMU,lx2
x24"oc,airspace)O.5"
gyp
3 Side Store North 0.75 in. stucco, 156.00 20.70 I 3229.2 North 0.0838 11.224 50.24 11.9 D
2"styro,8"CMU,lx2
x24"oc,airspace,0.5"
gyp
4 Side Store South 0.75 in. stucco, 156.00 20.70 I 3229.2 South 0.0838 11.224 50.24 11.9 D
2 "styro,8"CMU, I x2
x24"oc,airspace,0.5"
gyp
Windows
No Description Type Shaded U SHGC Vis.Tn W H (Effec) Mult Total Area
[Btulbr sf F) 1ft] [ft) iplier [sf]
In Zone: Napa
In Wall: Front Store East
I East Window User Defined No 1.2500 0.70 0.58 12.00 14.00 I 168.0 D
In Wall: Side Store North
I North Window User Defined No 1.2500 0.70 0.58 23.00 12.00 I 276.0 D
Doors
No Description Type Shaded? Width H (Effec) Multi Area Condo Dens. Heat Cap. R-Value
[ft] [ft] plier [sf] [Btulbr. sf. F) [Ib/cf] [Btu/sf. F] [h.sf.FlBtu]
In Zone: Napa
In Wall: Rear Store West
I West Door Metal No 8.00 8.00 I 64.0 0.0957 16.80 0.76 10.45 D
siding/RIIBattlO.5
"Gyp
2 West Door 2 Metal No 7.00 3.00 I 21.0 0.0957 16.80 0.76 10.45 D
siding/RIIBattlO.5
"Gyp
Roofs
No Description Type Width H (Effec) Multi Area Tilt Condo Heat Cap Dens. R-Value
[ft] [ft] plier [sf] [deg] [Btulbr. Sf. F) (Btulsf. F) [Ib/cf] [h.sf.FlBtu]
In Zone: Napa
I Roof Mtl Bldg RooflR-19 156.00 50.00 1 7800.0 0.00 0.0492 1.34 9.49 20.3 D
Batt
Skylights
No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area
[Btulbr sf F) [ft] [ft) [Sf] [Sf]
In Zone:
In Roof:
D
Floors
No Description Type Width H (Effec) Multi Area Condo Heat Cap. Dens. R-Value
[ft] [ft] plier [sf] [Btulbr. sf. F) (Btu/sf. F) [Ib/cf] [h.sf.FlBtu]
In Zone: Napa
12/5/2007
EnergyGauge Summit v3.10
2
Floor
I ft. soil, concrete
floor, carpet and
rubber pad
156.00
50.00
7800.0 0.1745
54.00
108.00
5.73
D
Systems
ABU-t tbru 4 Split System Constant Volume Air Cooled Split No. Of Units 4
System < 65000 Btu/br
Component Cateeorv Capacity Efficiency IPLV
I Cooling System (Air Cooled < 65000 Btulh Cooling 60000.00 13.00 8.00 D
Capacity)
2 Air Handling System -Supply (Air Handler (Supply) - 1000.00 0.80 D
Constant Volume)
Plant
Equipment Category Size Inst.No Eff. IPLV
U
Water Heaters
W-Heater Description Capacit~ap.Unit I/PRt. EfficienC} Loss
0
Ext-Lighting
Description Category No. of Watts per ArealLen/No. of units Control Type Wattage
Luminaires Luminaire [sf/ftlNo) [WI
I Ext Light I Plaza Areas 9 170 7800.00 Astronomical Timer Co 1530.00 0
Piping
No Type Operating Insulation Nomonal pipe Insulation Is Runout?
Temperature Conductivity Diameter Thickness
[F) [ Btu-inlh.sf.F) [in) [in)
D
Fenestration Used
Name Glass Type No. of Glass SHGC VLT
Conductance
Panes [Btulh.sf.F)
ASHULTntAllFr User Defined I 1.2500 0.7000 0.5800 D
m
Materials Used
Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHea
Used [h.sf.F IBtu) [ft] [Btulh.ft.F) [Ih/cf] t
187 Matll87 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 D
BOARD,l/2IN
178 Matll78 CARPET W/RUBBER PAD Yes 1.2300 D
265 Matl265 Soil, I ft No 2.0000 1.0000 0.5000 100.00 0.2000 D
48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 D
267 Matl267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 D
215 Matl215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 D
2IN,
105 Matll05 CONC BLK HW, 8IN, No 1.1 002 0.6667 0.6060 69.00 0.2000 D
HOLLOW
256 Matl256 WOOD, SOFT, 1-1I2IN No 1.8939 0.1250 0.0660 32.00 0.3300 D
12/5/2007
EnergyGauge Summit v3.10
3
12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 0
23 Matl23 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 0
4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 0
94 Matl94 BUlL T-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 0
3/8IN
Constructs Used
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F) [Btu/sf.F) Ilb/cll (h.sf.FlBtu)
1010 0.75 in. stucco, No No 0.08 11.22 50.24 11.9 0
2 "styro,8"CMU, I x2x24"oc,airspace,0. 5"gyp
Layer Material Material Thickness Framing
No. 1ft) Factor
I 267 0.75" stucco 0.0625 0.000 0
2 187 GYP OR PLAS BOARD,l/2IN 0.0417 0.000 0
3 215 POLYSTYRENE, EXP., 2IN, 0.1667 0.000 0
4 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.000 0
5 256 WOOD, SOFT, 1-1/2IN 0.1250 0.000 D
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F] [Btu/sf.F) Ilb/cll Ih.sf.F IBtu)
1020 Metal siding/RIIBattlO.5"Gyp No No 0.10 0.76 16.80 10.5 D
Layer Material Material Thickness Framing
No. (ft] Factor
I 4 Steel siding 0.0050 0.000 D
2 12 3 in. Insulation 0.2500 0.000 D
3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 D
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct [Btu/h.sf.F) [Btu/sf.F) Ilb/cll (h.sf.FlBtu)
1047 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 0
Layer Material Material Thickness Framing
No. 1ft) Factor
I 94 BUlL T -UP ROOFING, 3/8IN 0.0313 0.000 D
2 23 6 in. Insulation 0.5000 0.000 D
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Construct (Btu/h.sf.F) [Btu/sf.F) Ilb/cll Ih.sf.FlBtu)
1057 I ft. soil, concrete floor, carpet and rubber No No 0.17 54.00 108.00 5.7 D
pad
Layer Material Material Thickness Framing
No. 1ft) Factor
I 265 Soil, I ft 2.0000 0.000 D
2 48 6 in. Heavyweight concrete 0.5000 0.000 D
3 178 CARPET W/RUBBER PAD 0.000 D
12/S/2007
EnergyGauge Summit v3.10
4
G-"e~-s ~ f~t e:+'a...ri~
~~""-- 7'& 7~ 3G:.'2- D'2~Cj
PH - 7'&7- 3C,p"z. - D.~%-a
~ A \ e -h-'o-", S
@.. ~~'()ber~ro...rrcw
(C~
AGENDA
~OARD OF ADJUSTMENT
. SEPTEMBER~l, .2007 - 4 P.M.
ry :BALL COUNCIL CHAMBERS
5335- 8TH STREET
ROLL CALL
PLEDGE OF ALLEGIANCE
APPROVAL/CORRECTION OF MINUTES - Apr1l 10, 2007
1. Kevin Pruemer, eng1neer/representative of
GreenbergFarrow for the NAPA project. Property 1S
vacant parcel located between Golden Corral and
Amer1wash.
Var1ancerequest for the southeast corner of the
proposed bU1lding to encroach a max~um of 2.5 feet
and encompass plus/mi.nus 11 square feet of
encroachment.
BOARD 'OF ADJUSTMENT
The Board of Adjustment meeting was held on Tuesday, September 11, 2007,
at 4:00 p.m. in the Robert H. Johnson Council Chambers of City Hall.
Roll call was taken. Present were members Wallace Reeves, Pat Besinger,
Gary Hatrick, and William Poe, Sr. Staff present: City Attorney Joe
Poblick, City Building Official Bill Burgess, and Senior Code Support
Specialist Bobbie Swetland.
The Pledge of Allegiance followed. Motion was made by Gary Hatrick to
approve minutes of meeting of April 10, 2007. Seconded by Pat Besinger
and passed unanimously.
1. Kevin Pruemer, engineer/representative of GreenbergFarrow for the
NAPA Auto parts project. Property is vacant parcel located between
Golden Corral and Ameriwash.
Daniel W. Sharpe, Regional Manager/Senior Associate of GreebergFarrow
was present as a representative for the NAPA Auto parts project and
addressed the board regarding the variance request.
Bill Burgess, Building Official stated the following highlights for the
board's information. The project is required to have a 30 foot front
setback & they had that for the majority of the building, but that the
property line towards the south corner jogged the setback for a small
area of 12 square foot of the building. He stated this amount is not a
lot but it needed to be brought before the board to follow the formal
process since the setback was not in total compliance. The hardship
would be that if they slide the building back to meet compliance that
several of the large oak trees and possibly some parking area would be
lost. Also Burgess stated that this was an unusual situation with the
jog in the property line.
City Attorney Joe Poblick stated he concurred with staff's information
and corrunents.
After brief discussion, motion was made by Pat Besinger to approve the
variance as requested. Seconded by Gary Hatrick and passed unanimously.
Meeting adjourned at 4:10p.m.
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t: 404601 4000
f: 404601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DALLAS
NEW JERSEY
ST. PETERSBURG
Letter of Transmittal
December 6, 2007
To City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
813.780.0020
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
From Karla J. Sherrell
We are sending you the following enclosures via Air Express - Standard for your use: Building Permit Review
Copies/Sets Date
Description
Signed and sealed Construction Documents to include Civil, (for reference), Architectural,
.mm......__~J~l:!~!Y-~~!LEI!l.!!'~J..r:!gL~~.~.h~r.:!~c::.~!,~!~c::.!ri~J,.~r.:!~..E.i~~..p.rQ!~c::.!iQI.:1.........mmm......_..___..________.._..___._.____
Signed and sealed Specification Manuals
3
3
3
Florida Product Approval Documentation for Overhead Doors, Hollow Metal Doors, EPDM
!3gQL~.Y.l'>.!~!!'.!...G..~!::t.~.i.r.:!...yy~!!.~yl'>.!~.'!1~,__.~_~~~igr.P.Qg~.f.Qr..G..~!::t.~.i.r.:!.yy~~_~.Y.l'>.!~!!'~_____.___._.m___
Signed and Sealed Energy Calculations
Letter of Authorization for Agent
Completed Building Permit Application
Message
The above items are being submitted for your use in a Building Plan review for the above referenced project. If there is any
additional information that you may need or if there are any questions or comments that you may have, please feel free to
contact me at your convenience.
Thanks in advance for all of your help & have a great weekend!
If enclosures are not as noted, please contact sender
Copies
01 Transmittal 02.06.06 P:\2007\200702080\999 General Correspondence\200702080 Transmittal from Karla J. Sherrell to City of Zephyrhills 2007-12-06A.doc
@
@
u.s. AUTOMOTIVE PARTS GROUP
A DIVISION OF GENUINE PARTS COMPANY
222 CHASTAIN MEADOWS CT., #100
KENNESAW, GEORGIA 30144-5806
4 GPC ~ 4NAPA~
City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
Date: December 5, 2007
Subject Notification of Agent for Owner
Proposed NAPA Auto Parts Store
6855 Gall Blvd.
Zephyrhills Florida
To Whom It May Concern:
This letter is to confirm that Greenberg Farrow, Inc. is authorized to act as an agent for Genuine
Parts Company as it pertains only to the building plan reviews, approvals and permitting of our
proposed NAPA Auto Parts Store located at 6855 Gall Blvd., Zephyrhills Florida
Should there be any questions or concerns, please feel free to contact us.
~e'6~
Sonny Supan
Manager of Store Design and Constructions
Store Development Group
Genuine Parts Company
Telephone #: 770-541-4420
Email Address:SonnLSupan@genpt.com
STATE OF GEORGIA
COUNTY OF COBB
Before me, the undersigned authority, a Notary Public in and for the State of Georgia, County
of rDhb , on this ~~ day of ~.A'-1?~Q.A ,2007, personally appeared
~ H ~ ~ of> n ~lIo'\. ' known to me to be the person whose name is subscribed to the
foregoing strument, and acknowledged to me that he executed the same as authorized by
Genuine Parts Company, a Georgia corporation.
ve~~...... / ~j..
N~tary Ublid(State of Georgia, ~:;;,"'"
Print Name: e,~g(' c _Lo
My commission expires ~ -I S -I ~
County
(Notary Seal)
Rebeccn Lock
Noii:r~ PubHc
Furlan County, Georgia
My Commis:;ion Explre-a i,;.::;ch 15, 2010
. .
U.S. AUTOMOTIVE PARTS GROUP
A DIVISION OF GENUINE PARTS COMPANY
222 CHASTAIN MEADOWS CT., #100
KENNESAW, GEORGIA 30144-5806
4 ope ~ 4 NAPA~
City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
Date: December 5, 2007
Subject: Notification of Agent for Owner
Proposed NAPA Auto Parts Store
6855 Gall Blvd.
Zephyrhills Florida
To Whom It May Concern:
This letter is to confirm that Greenberg Farrow, Inc. is authorized to act as an agent for Genuine
Parts Company as it pertains only to the building plan reviews, approvals and permitting of our
proposed NAPA Auto Parts Store located at 6855 Gall Blvd., Zephyrhills Florida
Should there be any questions or concerns, please feel free to contact us.
~I~
Sonny Supan
Manager of Store Design and Constructions
Store Development Group
Genuine Parts Company
Telephone #: 770-541-4420
Email Address:Sonny-Supan@genpt.com
STATE OF GEORGIA
COUNTY OF COBB
Before me, the undersigned authority, a Notary Public in and for the State of Georgia, County
of rD.b~ , on this ~~ day of ().o....l!P~QA , 2007, personally appeared
~ "'~ .c:;:.,.'f'o,,,,- ' known to me to be the person whose name is subscribed to the
foregoing strument, and acknowledged to me that he executed the same as authorized by
Genuine Parts Company, a Georgia corporation.
ve~~~~ / ~~
N~tary ubli;J(State of Georgia, ~~hJ:,
Print Name: e hg(' (' .. .L c
My commission expires ~ -I S - I...,
County
(Notary Seal)
Rebecca lock
Notmv PubHc
Ft~!on County, Goorgla
My Commission Expires Milich 15, 2010
_t~
BUILDING CODE COMPLIANCE OFFICE (BCCO)
. PRODUCT CONTROL DMSION
MIAMI-DADE COUNlY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Cornell Iron Works, Inc.
100 Elmwood Avenue
Mountaintop, PA 18707
Scope. This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and
accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where
allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 14'_ 4" wide Roll-Up Door.
ApPROVAL DOCUMENT: Drawing No. 96-399, dated 12/13/96, with last revision on 09/23/97, titled "Roll-
Up Door", sheets 1 through 2 of2, prepared by Knezevich & Associates, Inc. signed and sealed by V. J.
Knezevich, PE, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance
number and expiration date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been :filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NO A.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 00-0508.01 and, consists of this page, evidence page as well as approval document
mentioned above. .
The submitted documentation was reviewed by Can .
8
NOA No 03-0925.07
Expiration Date: October 23, 2008
Approval Date: November 13, 2003
Page 1
Cornell Iron Works. Inc.
NOTICE OF ACCEPTANCE:
EVIDENCE PAGE
A DRAWING:
1. Drawing No. %-399, titled "Roll-Up Door", sheet 1 and 2 of2, prepared by Knezevich & Associates, Inc.,
dated 12/13/96, with latest revision on 09123/97, signed and sealed by V. 1. Knezevich, PE.
B TEST:
1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test and Uniform Static Air
Pressure on "T150 Steel Rolling Garage Door", prepared by Architectural Testing, Inc., report #
01-31475.01, dated 11/24/98, signed and sealed by A. N. Reeves, PE.
2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air
Pressure Test on "T150 Steel Rolling Garage Door", prepared by Architectural Testing Inc.,
report No. ATI-15775, dated 10/16/96, signed and sealed by A. N. Reeves, PE.
C CALCULATIONS:
1. Calculations for roll-up Door, prepared by Knezevich & Associates, Inc., dated 07/07/97, sheets 1
to 10, signed and sealed by V. J. Knezevich, PE. on 07/18/97.
2. Calculations for Cornell Iron works, prepared by Knezevich & Associates, Inc., dated 12/18/96,
sheets 1 to 7, signed and sealed by V. 1. Knezevich, PE on 12/18/96.
D STATEMENTS:
1. Code Compliance letter issued by Knezevich & Associates, Inc. on 01/15/97, signed by V. 1.
Knezevich, PE.
2. Test compliance letter Issued by Architectural. Inc. on 11/30/98, signed by A. N. Reeves, PE.
3. No financial interest letter issued by Knezevich & Associates, Inc. on 01/15/97, signed and sealed
byV. J. Knezevich, PE.
4. No change letter issued by Cornell Iron Works, on 04/25/00 and signed by J. Walsh.
5. No change letter issued by Cornell Iron Works on 09/19/03 and signed by L. Greiner.
E. MATERIAL CERTIFICATION:
1. Architectural Testing, Inc., Test Report No. 15775-10ftest per ASTM E8, of Galvanized Steel,
dated 10/09/96, signed by A. N. Reeves, PE.
"CO
~~~~ ~
C did F. FontPE
Senior Product Control Examiner
NOA No 03-0925.07
Expiration Date: October 23, 2008
Approval Date: November 13, 2003
E -1
GI!NERAl NOTll'!:5,
1, THIS ROLL-UP DOOR SYSTEM IS DESIGNED IN ACCORDANCE WITH' THE SOUTH FLORID....
BUlLC)(NG CODE, 1994 EDITION AS A I.ARGE MISSILE IMPACT RESISTANT SYSTEH.
2. POSITIVE ....ND NEGATIVE DESIGN PRESSURE CAI.(JJL.... TlDNS SHALL BE PERFORMED
"OR SPECIf'IC JOBS IN ACCORDANCE WITH ASCf: 7-11I "MINIMUM DESIGN LOADS 'OR
BUILDINGS AND OTHER STRUCTURES". WJND LOADS DETtRMINEO FOR OP!NINGS
SHALl. BE LESS THAN OR EQUAL TO DOOR DESIGN PRESSURES NOTED BELOW.
3. PROOUCT MARKINGS SH....LL SE WITHIN 12" OF ONE END 01" THE DOOR WiTH.... MIN
or ONE MARkiNG PER DOOR AND SHALL BE LABELED AS FOLLOWS:
CORNELl.
MOUNTAINTOP. P!NNSYLVANI....
DADE COUNTY PRODUCT CONTROL ....PPROVeD
4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH
A MIoIIMUH Fy . 60 KSt TENSILE STRENGTH.
5. THE on AILS AND SP!Ctl"!CA TIONS SHOWN HEREtN REPRESENT THE PRODUCTS
TEsno ,"OR IMPACT, CYCLIC ....ND UNfFORM STATIC AIR PRESSURE IN CONf'ORMANCE
WITH DADE COUNTY PROTOCOLS PA 2Q1.202. AND 203.
POSITIVE DESIGN l.OAD. 60 P.S.f.
NEGA TlVE DESIGN LOAD. 60 P.S.F.
6. D!:SIGN BASED ON ARCHlTECTUR....l TESTING, INC. (YORK PENNSYLVANIA)
TEST REPORT NO. ATI_15775.
1. SUPERIMPOSED LOADS ON THE JAMBS FADM THIS DOOR ARE DESIGNA TED AS
~~G~E~~V~~~~IN.D~~uT:lYCb~R8SU~~~~ ~:.rJc;~~~~~ ~~~I~iE:cr~~~~~~:~ONAL
LOAD Vll, Vy AND eRACKfT LOADS SHOWN ON SHEET 2 Of 2.
I. All WELDING SHALL ar PERfORMED BY QUALlf'IED WElOERS IN ACCOROANCE
WITH A.W.$. SPECIFICATIONS, LATEST EDITION. ALL WELDING ELECTRODES
SHALL CONfORM TO A.W.S. A5o1 GRADE (.10.
9. ANCHOR NOTES,
A. EHBEDMENT l.ENGTH OOfS NOT INCLIAlE S Tucca PINISH.
8. ~~f~~~~~~~l~ B! INSTALLED IN ACCORDANCE WI MANUFACtURERS
10. DOOR HAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL.
I ~jppmvm AS COMPLYING wntt. ~E ANCHOR CAPACITY FOR THIS ROLL-UP ODOR IS BASED ON 4000 PSI
SCIUllI RORIM IIU!LDIIlQ CODE CONCRETE. PROVIDE 4~ MINIMUM EMBEDMENT FOR ALL ANCHORS.
. :"(),.~,,m_
PRlIlUCT COfITROL DIVlSIOfl
BUilDING COOECOIlPl.WtCE OffiCE
(1"1'
~~
'I' ,-l
.21O-H
R .250" (TYP J
RU3I-
tQ
.37S~
CJ.
@ WIND LOCK
SCALE, HALF SIZE
CAST MAllUBLE IRON
GAl.VANIZED IN ACCORDANCE
WITH ASTH A525 G90
.969"
CD FLAT SLAT
SCAI.!, HAlII SIZE
22 GAGE ASTM AIo.46 GRADE C
MIN. 40 KSI STEEL DAlV.1N
ACCORDANC! WITH A5TH A525 Ci90
7 ~..*
MID-HOOD
SUPPORT
SPRING
ADJUSTER
COMPo CHAIN
OPERATOR
,-.
'"
x~
J(O~EL~~:: :~OE EL~AL
SCALE: 1\". ".0. SCALE: ~.. . 1'_0.
'V",""'.:/ .~~~~~~
-i.~7
......
PRODUCT llliNEWill)
ACC>1'T!J;CEN. ()O~ orof'~qu'- ~I
:l'n~UJ>J
UUlr~~11i}(:;~~Ir. J"l.~\.),' .,~i~':: .':"!
14'-4" MAX.
OPENING WIDTH
14'-S" MAX.
DIS T ANCE BETWEEN GUIDES
PLAN VIEW
SCALE, 1 1I..H. 1'~OM
09 3 97 13,29
~
~
.
..
, 1.25" . Jl.E 275- f
1 i .1
r-----$------------l :
-~:;ECT;;N-;;;------ .
SUEL STRUCTURE
)- I( 2" x 3/16"
ST!!\. ANaL!
..HOLE
2.2S" r 17S" .
1\ J
DIRECTION flOR I
CONCRETE STRUCTURIE
311.16 x 1 ~~ HEX HEAD
A)2' eOL T AND NUT
_ 12" D.C.
4" x 3~" x 'K,"
STEEL ANGLE
~ 1
@)WIND LOCK GUIDE
SCALE: HALF SIZE
ASTM AU STEEL
4.00"
II'
J
d
~.J E
!:Ie. ~
~~'I ~;ii 5
!iJ.,l .
.. ~I!I ~
>lI1 i~!~ ;
". i~i~ :
Yo. !l Jl
~i
1:1.
z
""
'" __.I!
o -.U
g 1Il:~I~
g; .~i~5
j I:hi
~ u:;i
"<
~~
!II
t. .
Iii
~ Ii; Ii;
i iH
".
,~
.........-
96-399
-1"".4
DISTANCE BETWEEN
JAMBS
POURED
CONCRETE
~"-~~d ~'5
.012' ~.~~ NUT
THREE ]115".
GAL'IIANIZfC
FTT.;I.~ RIVETS
'.",
I I
@ll'f'1.~~O~M~~~~.)
I '.'5" L tW i
(DSlA. T
--14' _ 5' 3.50.
DISTANCE BETWEEN GUIDES
'A:' GUIDE ASSEMBL Y14000 P.51. CONCRETE)
\OJ SCALE, '''. "-0"
EXSITING STRUCTURE
(STEEL OR CONCRETE)
24 GA STEEL
lIFR'mliVi'FED
If!\'HR9'llL FO~'H
SCAEW~lV"yW G
Vy
;l...;--,C'j'~>1J;;1E'iV111t
"!-..',.,^"litr.t>>lI1DrIlIII
'Ill( . . 1114 POUNOS/FT.
~07
. .... f-
.
~..
......
@ ~~r~~Jr:1~OSED LOAD DIAGRAM
Vy. '" 445 POUNDS/FT.
~~c~l:~~Ci~R~~~J,.HEO::~ AOTEJI~~gNT~E:EO:':~~~i'
I!:CCENTRICITY IN~CA.TED. EXISTING STRUCTURE SHAL.L IS!
CAPAI!5LIE 0" RESISTINQ THE FORCn SHOWN AND THf
CORRESPONDING REACTIONS AND MOMENT AT THE STEEL
OR CONCRETE STRUCTURE.
09 3' '3: 1
3/8-16 l( 1 'too HEX HEAD
A325 BOLT AND NUT
11'12' D.C.
@~+~~O~t).~~'~~.1
EXISTING STEE
STRUCTURE
MIN 1/1!l" THICK
STEiL
~'~t~Ad ~25
3.0\:,1 ~.~D NUT
m.5-f'.T"
. I
i
, STEEL JAHB ~HANNe:L OR
OTHER S TRU TURAL STEEL HEHBER
MIN. lIS" THI K ST!EL
;t1r a~-,yJ;;.~LOT
G)SLAT
---14' _ 5' 3.50"
DISTANCE BETWEEN GUIDES
@ 'O'f~~~O~~A f~f~~.l
SLATeD
--14' _ 5" 3.50"
OlSTANCE BETWEEN GUIDES \..:.~~i6~O:SRfE~g~~
@ GUIDE ASSEMBLY ISTEEL STRUCTURE)
SCALE' r. "-0"
@ GUIDE ASSEMBLY CSTm STRUCTURE)
SCALE, r. 1'-0"
BRACKET WIDTH PLUS 1o!t~
'>I"
I ,-
I
CONCRETE OR GROUTED
CONCRETE I!lLDCK
T..,O 3/11". THUNDERSTUD
WEDGf .t.HCHORS WI 4" HIt
EHlED. IN COHe. OR TWO ,,"'-.
AAWL STUO ANCHORS WI 4"
"'W. EHaED. IN GROUnD COHe.
BLOCK PlACE" 3 Jl. ~ D.C.
/
TYPICAL WA~ AJtCHOA~E. ..AJI7........... o"! i.-
SEE DETAil (6) (,!). OR(.g~ 1)Y'
'E" APPROVEII AS CDMPl VINe WITH THE
\SI ~~~.,~~~P..sUPPORT DETAILl'RODUCT REN.EW:JP. BRACKET DETAIL SOUIII n"",.. BUlLDlNC coo,
AC..'C1'-~,t.N~NP. tt1-orol.o 5CAL~, 1 ~ ., -0 ~rr~J?~ 1m.
~{~/_2~ NOOlJCT COOlROl DIVOI""
~. , . IIUILDIJIG COOE COMPlIANCE OFFIC[
PJto L\f~,'_~"~;::;--::-:' ACCfrTNtC(HO.C/t,. 1220 01
BUW)L"IO C\;J, ,:"
g
u
~J e
tle i
;s. ;~"
~I 1:1: ~
~: a~ii i
~I ~~i~ i
i51 :Jll~ i
~I i
z >
>< ~
a: .II.!!
g "':~b
.. I;j~~
~ .aO~Ci
-J O.lt;
~ u:ii
uz
E=
111
J>->-
H
~ .11"
~iH
~ I....
96-399
..D
BUILDING CODE COMPLIANCE OFFICE (DCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUN'IY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
CECO Door Products
9159 Telecom Drive
Milan, TN 38358
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AID).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Imperial Flush Outswing Commercial Steel Door
APPROVAL DOCUMENT: Drawing No "RD0849", titled "Series 8070 Elevation Drawing Flush & Glazed
Imperial Doors", sheets 1 through 16 of 16 prepared by Tilteco Inc., dated 10/06/03, signed and sealed by Walter
A. Tillit Jr., P. E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page E-I, as well as approval document mentioned above.
The submitted documentation was reviewed by Herminio F. Gonzalez, P.E.
~.~\~\
u ~ ~\c\
NOA No 04-0611.04
Expiration Date: August OS, 2009
Approval Date: August OS, 2004
'Page 1
CECO Door Products
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No. "RD0849", titled "Series 8070 Elevation Drawing Flush & Glazed
Imperial Doors", sheets 1 through 16 of 16 prepared by Tilteco Inc., dated 10/06/03,
signed and sealed by Walter A. Tillit Jr., P. E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, T AS 202~94
3) Large Missile Impact Test per FBC, TAS 201-94
4) Cyclic Wind Pressure Loading per FBC, TAS 203-94
5) Forced Entry Test, per FBC 2411.3.2.1 (b) and T AS 202-94
along with marked-up drawings and installation diagram of outswing steel door,
prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0345-0203-04
(specimen # 1, 2, 3, & 5), dated 02/11-21/04, signed and sealed by Vinu J. Abraham,
P.E.
C. CALCULATIONS:
1. Anchor Calculations, ASTM-E1300, and structural analysis, prepared by Tilteco Inc.,
dated 05/10/04, signed and sealed by Walter Tillit Jr., P. E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MA TERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03-0916.02, issued to Nebula Glass International, Inc. for
"Glasslam Safety Plus Laminated Glass", approved on 1 0/23/04 and expiring on
09/09/08.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated May 12,2004, issued
by Tilteco Inc., signed and sealed by Walter A. Tillit, P.E.
G. OTHER
1. Letter from consultant stating that the product is in compliance with the Florida
Building Code (FBC).
U1vWJ~
~ () · Herminio F. Gonzalez, P.E.
r v 1-' Director, Product Control Division
NOA No 04-0611.04
Expiration Date: August 05, 2009
Approval Date: August 05, 2004
E-}
CQulk FraIM
p..imetlr
L
.)
33
. -.f" 1/2 ..
=Jw"
--1
J/8 Undercut
@or<!)or
,,,I i
.f" 1/2 ..
~J' WO,
--J
I
40
L
3/8 Undlrcut
IILIECO,....
MIAMI-DADE COUNTY
J
WALTER A. T1LLIT Jr., P. E.
P.E. SEAL/SIGNATURE/DATE
_~ ~M1 ~,[=WllIl =~
_, ;'&:1-1..,., ..I.tNI
D-ODllI71.
*,,-TDIIA. llurr.....1". E.
Fl.JlIIlDI. U.. "'87
L
./J
-33f.3 1/2 Wo,
~IJ
L- J/a Undercut
~
~o. eo:: ~se- ~~ ~::~mer:: ::-2:;or ~~ :- ~= ~=lngand~d. IhowII all 1ft Prvdact ~al Oocumwrt CPAD.)
Door IN)' be IrMtWW at. ~h lhiladty ~ Z_.
0MItn wind loade .,aM be 'et.mlHd u per MCItfon , I' It t1f the abOYl mln1fOflM OOIIe. III ont.. 'ID -try ttlot CIIIChon an VIII PAD.. al tMted. .e~
lIot G'l'~d. a "",. r__ In allGWCIbll ... lor wllld load' "I" l-.cIllI tMlr I"al)'ele.
TNI Doar'I oa.qucy for I~ oncl qocIIc ,..... h_ bHn YlrtllMI In ac:conIallotl wIttt -uon 110'.1.4 fIf thl 0"- m~"" 11II4I 01 j:Mr
TA$-201, TAS-202. TAS-2OJ. _ pel'" HTl lab ,.,ort f034S-02~04 and _ per IllbmItteit ftruetlral caleulctlclr-. perfGmllCI GI per MCtIon '111 of tIw
F'lorfdGBYtIdI"..eo..
2. Dwlgll Pr.eur.: +70 FMf. -70 pet
J. Wlfllmum Fra_ C.,th: 5 3/4-
4. s.. Shell 7. Il. . III: 14 far Component Hamlnclatu,.
5. S.. 5tt.t 5 ,.. Anchor OWlI and ~all
.. All 0I",,",1on. are III Inoh..
7. ~. Daar IXlES NOT ,,*,"lre -Hurrlc;Cl", Proteatran Sywt.m
a. ThI1 Door !S NOT ~ for WoW IntIItrotlon
e~
I. (e) ThlfI PAD. pNJlOrwI by till, IngllI..r I, 81ft.,-!o alld don not prG'ffdl lnfomlotIall for a lite epedf!e praJeet LL .m.r. thl ,nl candltl-. dr./let.
from nIl PAD.
(b) Cantractar ta be rwponllbll far tM IIIeatIan, l)UIl:haM and w.taIlatfan hclulllnt I.,. 1ll1'-';Y d ItHe procIuct. baIIcl on VIII PAD.. pnNIdld 111/__
dole not dwrotl from the oandltlon. dltolld 011 thll dGC\/mlllt. ConItruct/an _<<r at IIt8 II III. contn::Iclar', ~pOfllIb1\llJ.
(e) 1IU PAD. wll be corteIcI,~ ll'lVGld If altered bJ 0", mear&
(d) 1hI, PAO. tholl b1ctr the date and orfglnaI .-II and llGncrt.ure at the protwelanal -01"- af ~ tIIet preporId Il
10. Door'. monufacturv label Ihatl be pllICed 0I'l lite ..poeed. 1\1I'1001 d $ or @
~~~1cI fa' _ryClpl"I"I.labll.naM ~d n folio.,:
1iI15li1 TIlIoom DrM
WIlall.T_
Wlomi-DocII Cariy !IrocIuc:t Cantral Apprawd.
MATERIAL SPECIFICATIONS:
8070
Flush
Series Elevation Drawing
& Glazed Imperial Doors
II!!! CECO DOOR PRODUCTS
_ MIl~n. Tennessee 38358
Finish: Rust Inhibitive
Primer, One Coat
ISSUE REVISIONS
DRAWN BY: DATE:
10-6-03
DRAWING NUMBER:
RD0849
Sheet 1 Of 16
Out.wlno Door
(Interior View)
Rim F'xlt Device
3/8 Undercut
MATERIAl.. SPECIFICATIONS:
Outswlna Door
f1nhlMor View)
Rim Exit Device
....
~
Generol Notu'
1. Single 4070 Senes Imperial Outswing Commercial Steel Door
w/8enes "SF'" frame jamb and head, ahown on thIs Product
Approval Document (PAD.) has be.n verified for compliance in
accordance with the 2001 edition of the Florida Building Code.
Door may be installed at High VelocIty Hurrleone Zones.
De81gn wind loads shall be determined 08 per sectIon 1619 of the
above mentioned code. In order to verify that anchors on this
PAD., as tested, were not overetr8l!lsed, 0 33X: increase in
allowable &trees for wind loads WOI lIlI ussd In their analysis.
Thi. Door's adequocy for impact and cyclic r~i.tonce has been
verifled In accordonee with section 1806.1.4 of the above
mentioned code oa per TAS-20t I TAS-202, TAS-203, os per HTL
lab report 10345-0203-04 and as per submitted structural
calculationa, performed Cl8 per section. 1611 of the Florida Building
Code.
2, Desion Pressure: +70 pst, -70 psf
3. Minimum Frame Depth: 5 3/4-
.... See Sheet 7, a, 9 a: 1+ for Component Nomenclature
5. See Sheet SA for Anchor Detail and Lacation
6. All Dimenaiona are in rnchea
7. This Door DOES NOT require Hurricane Protection System
8. This Door IS NOT Approved for Water InflltnJtlon
9. (0) Thia PAD. prepared by this engineer ia generic and doea
not provide information for a alte apecific project; i.e. where the
site condltiona deviate from the PAD.
(b) Contractor to be reaponalble for the .election, purchase and
inltallatron includIng IIf. aofety of thi, product, ba.ed on this
P.A.D.. provided he/she doee not deviate from the conditione
detailed on thl. documenl Construction safety at aite is the
contractor's responsibility,
(c) Thia PAD. will be conaidered Invalid if altered by ony means.
(d) Thi. P.A.D. sholl beerr the date and original 'eat and signature
of the prafeuional engineer of record that prepared it.
10. Door'8 manufacturer label sholl be placed on the e)Cpoaed
aurloce af $ or ~
One label sholl be placed for every opening. Lobel ahall read 08
follows:
CECIl IXIlR PRIlIIl.CTS
9159 Telecom Drive
Ullan, Tenne.aIM
Ulaml-Dade County Product Control ApprCNed.
ISSUE REVISIONS
DRAWN BY: DATE:
10-6-03
~_~ / \ Finish: Rust Inhibitive
~':> IILIECO INC. Primer, One Coot
JUN 0 3 2004 .:.~ ~N. ~ -:""... =~
WALTER A. TILLrT Jr., P. E. -,w:.":::':7,,'=HU'
P.E. SEAL/S1GNATURE/DATE: ...~ ~ -:":7 E.
4070 Series Elevation Drawing
Flushed & Glazed Imperial Doors
DRAWING NUMBER:
RD0849
Sheet 2 Of 16
M:AMI-DAOE COUNlY
== CECO DOOR PRODUCTS
- Milan, Tennessee 38358
See Sheet 6 F.or
Threshold Details
1/4" Shim Max. Typ.
Existing Structure
1/4" Shim Max, Typ.
Exist;ng Structure
Caulk Perimeter, Typ.
(Exterior & Interior)
lrt Head l.Iust bII FTI~ wI c;:~r::'..ONLY
. Structural m..-nblr ~ / nem. wlo ancnonl. (
-..-, jam":' o~ ~~-,::. ~_J.coil: E-E C1nm~~:ld"lgnod to carry
OOl'T'~l'Iclln9.t ctural member at head eel by IIuflding OffIcfal
~OI~/~ c::; lm~O"d and mud be rwf..
8
4
Sheet 7. 8 &: 9 for
~~pon.nt Nomenclature
8
See
For
Slab Req'd.
See Sheet 5
For Soacing
Bit~
~ t Slab Req'd.
.. ""'--- Con ere e
B-B Typ.
MATERIAL SPECIFICATIONS:
ALT~U~ Mrf1!Pr4. P. Ec
~E. SEAL/SIGNAnJRE/DATo
JlLIE CO,...
TUT"" .. INGlMnfllM' =~
- '.~""~.:1IIII-'.'
--~~~1:'E.
Sections For 8070 &
Vertical Cross . I Doors
4070 Series Impena
- CECO DOOR PRODUCTS
II!! Milani Tennessee 38358
ISSUE
DRAWN BY:
REVISIONS
DATE:
10 6 03
MWolI DADE COUNTY
DRAWING NUMBER:
RD0849
Sheet 3 Of 16
e
Section C-C
------------~~...._'"
---
I' ~)
\ I 1'-- ,
"-_ --i 1.050 I-- //
...............--------...--",;;
~
MIAMI-DADE COUNTY
JUN '?OIU
WALTER A. TILLrT Jr.. P. E.
P.E. SEAL/SIGNATURE/CATE
/IILIECO,..\
~~'" -.,04=""_ =-:r.
_ t Y,-lLl. .. '-':"_1.,
D-OlIOI71.
'MLTDt 411WT J'~ P. t.
I'lOMllll We. ....1.7
Typ.
8
Section E-E
* Jamb @ may also be
attached by pouring
concrete into it os per
section A-A, on sheet 5.
MATERLO.l SPECI~CATIONS,
1/4" Shim Mox, Typ.
Section F -F
.~
Horizontal Cross Sections Far 8070
& 4070 Series Imperial Doors
ISSUE REVISIONS
DRAWN BY: DATE:
10-6-03
_ CECO DOOR PRODUCTS
- Milani Tennessee 38358
DRAWING NUlIABER:
RD0849
Sheet 4 Of 16
4 ~..
t
t t
t t
U 10'
~3.378
INTERIOR
f>nAMI: ..w.uI ~MMI!"'" W.IlI () P1Y.IIlr J~ .~;" MIIr.W'rW' H.&I.I
. stl'\lcturul memb.... t1(j) at Head t.lu.t be Filled wI concrtlta ONLY
wh." jamn ore all n1ed wI concm. ./0 anel'lorw. (F'or ca..
correepondlng to Iectlon. A-A . E-E)
In thlti eGU, atruc:tuI'Q1 mlmber at hecd mult b. dalgned to corry
20lb/ft, load ImpoMd and muet b. revlaw'" by Building Officicl
1f~' Shlmif-
10Q- ttlox. Rou;h Ol:la"ln\l
PIIAIllI:"-.&T~~M
eftMr.B1T . nelr WJ.U..
a-o . 7-11 ~ lIB
3/S- x 5- r.H. LOK/BOLT
Anchor W/ 1 1/2- Min.
Embedment and 3- Min.
Edl;e Dfetance,
Exiaiing Opening Arlenor
INTERIOR
INTERIOR
IIIIOIIIILl::[
@ FUMr ~ AT I"II!nWfII ~rn...
(2)2x6 min.
Wood Stud.
Raquired
EXTERIOR
INTERIOR
ol.tlng Op.nl~ Anchor
~ ~erv:: ::.. !IIIlne
o a_ ~T-=:- WALL
EXTERIOR
~0
....TERIAl SPECIFlCATIONS:
8~:Jt"-':"=5n
Frome Anchor Installation Details For
8070 Series Imperial Door
ISSUE REVISIONS
DRAWN BY: JE:
10-6-03
MIAMHlADE COUNTY
WALTER A. TlLUT Jr.. P. E.
P.E. SEAL/SIGNATURE/DATE
~~=-"". ~1!~I"'" :~
_, Wii-,.. ,. ,-",-1U'
~71'
....'TtR A. TlWT ~r.. p, Eo
~Uc. 44117
IILIECO IlIe.
._ CECO DOOR PRODUCTS
- Milan, T..nn..ss.... 38358
DRAWING NUMBER:
RD0849
Sheet 5 Of 1 6
SI. ShMtl 7, a . II 10r
Componanta Nom.clot",,..
52- Mal. Ro~gh Opening
:f.~. Shlm,f- I
J J 8-
F'DMr .I..~ ..aT ..1M'Ito ~ 08
~.IfteItw..a.t.1
.."-tJ- . r-w- ~ 'aX
:ve" X S" F.H. LOK/Bcx..r
Anchor WI 1 1/2- Min.
Embedment and 3- Min.
Ed~e D1stanc:e.
ExIsting OolInlng Anchor
INTERIOR
@ ...- tif!rI=I.........1I'lI' W..IJl..
(2)2x6 min.
Wood Stud.
R~ur~
33l!1-
D
AHCH~R SPACING
J J l!I-
~.I.IIl5oNIII!I.Twtalsn..m!!II
~'-W- . r-tt- ~ -.n
EXTElOOR
INTERIOR
~.&~mll~
MATERIAL SPECIFICATIONS:
MIAMI-DADE COUNTY
WAL~A~ *JI!Otr.. P. E.
P.E. SEAL/SIGNATURE/DATE
/ IILIECO '''c. \
~~~ ~,IMGl.ulHG CCItIl":'
-, y,.,..~ I;III.=- .
D-~'
'IN,;IO....lLUT;..P.E.
1'I.CfIDlILk. 441~
~
.Ii
tli
~
0,.,...1 .......~ _1e'Ur
EXTERIOR
@ -~'El'lI4t~
~
Frome Anchor Installation Detoil! For
4070 Series Imperial Door
s. stIMb 7, l!I .tr: II for
Componenb Nomedatul'll
ISSUE RE'>1SIONS
DRAWN BY: CATE:
10-6-03
_ CECO DOOR PRODUCTS
- Milo.n Tennessee 38358
ORAWING NUh,tBER:
RD0849
Sheet l5A Of 16
Existing Structure
Shim Max, Typ.
8
(2) 3/8"-16 x 3/4"
Socket Head Cap
SCiews
(2) 3/8"-16 Drop-In
Anchor w/ 1 1/2"
Min. Embedment.
Concrete Slab Req'd.
Typ.
See Sheet 5
For Spacing
Sectioll 0-0
· Structurel member @ at Head Must be Filled wi concrete ONLY
when jambs ore 011 filled wi concrete w/o anchors. (For case
corresponding to sections A-A & E-E on sheet 5)
In this cose, structural member at head must be designed to corry
20Ib/ft. loed imposed and must be reviewed by Building Official
~~;.rlOCking
m>>"'.'
fold Over Tab
Interlocking
O\l8r Tob
Frame Comer Detail
l!i~
IILIEC 0 INC.
MATERIAL SPECIFICATiONS:
ISSUE REVISIONS
DRAWN BY: DATE:
10-6-03
~~
MlAt.AI-DADE COUNTY
WALTER A. TILLIT Jr., P. E.
P.E. SEAL/SIGNATURE/DATE
TIU.lT TISTINlI oil DlGllMDIING ~ANY
-~~~li.~,""~.-
EI-<IOW>"
1fIlM.1'DIo.'I1..lJfJr..,",[.
F\DllI>>.Uo. 441117
Cross Section View Of Mullion
Attachment And Frame Comer
Condition For B070 Imperial Door
-= CEeO DOOR PRODUCTS
-= MllCln T..nn..ss.... 38358
DRAWING NUMBER:
RD0849
Sheet 8 Of 16
r
s.m
KATt'UAL SPEClnCATIDNS,
16 G~ (,053)
~20.000~ L636
@ CLOSER REINFORCEMENT
~TERIAL SPE:CIF1CATIl:Jt$l
14 CiA C,067)
1--.rt7 110I. l.1,.
I
PART NO, DIM 'A' rn STAMP
6100645 ,094 H
6100646 ,060 646
6100662 ,115 NONE
@ AT FRAME JAIlAB @ AT DOOR STILE
4 1 /2 DOOR/FRAl.IE HEAVY HINGE REINFORCEIlAENT
~TDUAL $P[CrrICATIt:NS,
7 GIll. <.17',(+.003,-,00:",
.~~
~
~ lHm~gLO'
NATI A 8135N
~o~m
r-C.306
O.O~l .a'1 ~ .f5e
@ PEIlAKO WEATHERSTRIP
ffiQFILE No 303 AS
HI! TERlIi. SPECJf1tfl TIONS.
NI1..l.. nNISk ALlM. AE1"~NER
(6063-111 ALLOY) 'tIISD...lCCNE: SEAL
MATERIAL SPECIFICATIONS,
ALUMINUM 6063 ~
@ MULLION FITTING
STEEL AS'1'\l Cl010
I W I ~~g. IS~O~~~r4ri'2
o fD'1 Lrm~
jrl....~ ~~~
I tW'~ ~ MTER~2 ~C~CAT1DNSI r-2~16---j
I r-2JJt6 ---1 I
@VISION LIGHT KIT PERIIlAETER CHANNEL N1tJ i i [----r
SEE: sHErrs 'i .. 16 (BILL OF : : 1750
:i"~~~.;~ WT~I~'i:i:~TS ...-_...... IS"'U!O :,1, -I': f"2>01
COMPONENTS ~.,~ @"U~;~'"
STEEl A1SI !Ilea OR 4140
Yal. Securft;v Inc..
Dwd 80-2000-1114
'-nt:]D
a TOP OF DOOR
~ BOTTOM OF DOOR
~TERIAL SPECrICATlDNSI
II GI. (,093" 1'IIn) CS Type . CAS:
I 3OAn_ I L
L~~~~~~-::::.__Hnm___________mn:" J=L """ J
12 G.. CR' Q3 HORIZONTAL STIFFENER
DO 01 0'"rr]--i;J"1 0,'88
'-2' r :5.250
J ~'"
~12,OOD~ I-L6J6......l
aM
@ DOOR LOCK REINFORCEMENT
~ATtRIAI... SPECInCATIDNS,
1e CiA em::!)
LC::lr~
D.~
631 HAGER 891S
wE..:tl!gg~-fBIP PROFILE
ALIJoIIHUM 6G63 T::I
~TERIAl SPECIFICATIONS;
~ / IILIECO,.c,\
>> 3 ~ ~.. ~7,=U:"HG =:'"
WALTE~~T1lLli99.~ P. E. _'~~;;".~.'1Il
P.E. SEAl/SIGNATURE/DATE 'lIML& l:;" J..1:7 t.
~IAMI-OAOE COUN1Y
l-.o~
000 ~J1'
@ DOOR EDGE REINFORCEIlAENT
MATERIAL SPECIf'IC.tlTItJrtS.
12 Cia. ern:
S--~:::J (TtPt]"' ;:LI~
J""s
----I 3.llQQ
OJ07
TIP
o YALE HARDWARE MULLION
Ml00 en KRIIA
ASnt A-'.'!illl, GRAil: I
~:'~-~:l
8070, 4070 &: 3070 Series
Imperiol Doors
_ CECO DOOR PRODUCTS
.. Mllo.n, Tennessee 38358
OJ"
(Jg BRACKET MOUNTING
O'TOP OF MULLION FITTING
STEL ASTN Cl010
Yale SltCloIr!ty Inc.
Owg I 50-7000-1418
'SSUE RE:>'ISIONS
DRAW~ BY: DATE:
10-6-03
DRAWING NUMBER:
RD0849
Sheet 7 Of 16
r-2~"'--tl -j r-''''
~ In
~~ m. I L343 ILO
".1---
@ MULLION SPACER BLOCK
MATERIAL. SPE:C1F1CATIQIIS'
C..
IL~'ml "'0001
TI =-====-==::::- ::---:.
,:'..'f.,-"I- @ FRAME HEAD BRACKET REINFORCEMENT (AT MULLION)
r-EEt}' " "
I II II "
II " "
L6llS -11'---1_-_-
L" " "
II R II
II R II
f---- - ~
l
S.ctlon 88 B-
r-'~__ E'rr
~.,~-s
~.''''
.D+D.-:foo
___ __ -1
.- - ----
.1.000
@ CYLINDRICAL LOCK REINFORCEMENT
WlTtRtAL SPECIF'ICATItNSI
12 CiA (.1l"J3) CS TYPE B
~'"''
II II jI
, II.. II
II m II
" ,
". ~TYP
@ CYLINDRICAL LOCK GUARD
~
NATtIUM. SPEC1f'1CATIDNS<
18 CiA. CR c.aq)
I Olin"'" I Olin"&" I
3.000 .187
~~-
1--200---1
~5J2:i~
Q.87~
c>.",F~
,elll'.12'
/~1.
L'dJ
S.ctlon -A-A-
D
F:"\Il:'2~ ~
(2 plo,cn)
1I.lIl.
@ FRAME STRIKE REINFORCEMENT (LSRA)
HA TEltIAL $P[Cl"ICA TIONS,
12 GA. .093 NlN
EXISTING OPENING ANCHORS
1"Io.".!"tG1 SpI'c1Flco;tlo"1S1
18 go. ga.lv,
~ = LA~H
REIN C T " " RING
NATEI!,ilL SPtCIf"ICATIO'6I
.015 1l,9~ COIC CWOV, CR$
~
SEE: SHErrS , L 16 <lULL or
MATERIALS) F'CR CCflPONENTS
NOT ~C'WN IN THIS SHEET
COMPONENTS
MATERiAl SPECIFICATIONS:
MIAMI-DADE COUNTY
~~ / hLIECOII'c.\
JON 0 a 2004 ~ ~ ~ 1:""'"_ ==-
WALTER A. TlWi Jr" P. E. _''''~~.''''_1''
P.E. SEAL/SIGNATURE/DATE M.~ ~ ~l:;[.
8070, 4070 c!c .3070 Series
Imperial Doors
ISSUE REVISIONS
DRAWN BY: DA :
10-6-03
== CECO DOOR PRODUCTS
- MIle.n Tennessee 38358
DRAWING NUMBER:
RD0849
Sheet 8 Of 16
]rTEIA Q1Y DESCRIPTION MATERIAL SIZE
I (J) 2 Per ~::.nr::I'ISk.rJ ~~;3u~. AmI A65J Qal\fo""'eol,d CQ at Frueh 6: Commercial Q\.IolR)' GahoonrlH*I SleeI (Minimum 'I'IIiId sv.n,th of JI,OOCl pII) lei Gouge (0.053- Nln. ThIck)
(2) . H .r 981111li1 Hr"e. Eo. Attached IlIlth EI tit 12 24 II 1 . F.H. 11I.5. 5tH, 4-1 2- II 4-112- )l 0.180. Thick
~ 2 o.tlll H10 SIrieI ExIt DIYice s.s. J04. Of' 318 Pallid.,. W.wl fw Latc:tl Bat cry .. 47 1mI). 13 Ga. CRS SUrface Strfk, Attachecl to Door with (2) 1/"--20 iIl.S.
(!) 2 o.tt. H40 541". Exit o...lce WI Hard,... f!I Rb 10-10 fIN' Hou.lnlJ (Fy .. M 1eI1). S.s. J02 ~ent Surface Strike Attacl'led to Door IrItt1 (2) 1/4--20 "'S.
Colt for StrIke (I')' .. ;)Cl 118I) and So!. 17-4 Ptt iIIn Latch ItoIt fF'1 .. 145
<!l 2 0etI. HV40 Seri_ Exit [)eyrel 1*). AI th-. componentli ar. Ylllel fvr 0.-. H10, H-44I ill; HV4Q Surface StrIk. At1ached to Door ",Ith (2) 1/4--20 ...S.
~ - ~i:.a~;m= ~IU~.ll~H=~ Q;: ;{T~ Y~~,~~II;.~;;:J W1aml-CocM County Impact R../atant laminated Glo.. 3J 1/8- . 31 1/'-
nt.tayw . pr NCll\ , OJ-022a.1Q wI Edge PET FIlm PM He>>. , 03-0818.02
crI , Yol, Hardwar. !>Aullian, hil100 (F) KRIiI ASTM A-500 GRADE: B.. WI f'y(mrn) -o4Oksl At: Fu(JTdn)_~ (1.5- II J,O. II 0.187") R.d OIddl Palnbtd Or Equal.
2 Ib/tt' Olnsit)', wI the fotlowlng f1n Burning charactorfetlCII
~ Rell'd Umhen. Cor. JloIym.-lc: 1.101 Foam Sy.t." I, a two JlOrt liquid, ..If odh..l~ to T... _ _ _,
(E1ari~ore P1B29JR Ruin Compcn"ntjElalrtoporft P1001U Ilocyanate) okln when cUAd ,f,fJV E .... F1ctme IpNad 20.... (FSI) U.L IUI8I2/DlnlcJH3J
..... E .. ......- 331.1 (SOl) U.L Retl2/01nIc3H:5J
ASI'M D-112111 ... ...-
.....- 7el.F S.W.R.L 01.100u.01.1127
Spontaneoul tnltSon ...., S.W.R.I. 01.1OCUOU17
$ 2 =- SIl;~' ~':~~~~ =" ~o~=~~;{ ~80 Coatln~ ~:.n~~~I~'"G~~ICI"d steel fUJnllTllolm YIeld Sl:renath of 31.500 ....Tl 2 ~Va- Fa", !5-3j4- Depth IMn.
@ 2 StIff.. "sr, Fram. Head, Double RablMt Proflll w/ A-80 CoatIng i e Ga. (O.0e3 "In.) stMI 2 5/a- FOCI, 5-3/4-- Dlpth Min.
Fael Sheet CanformIng to AS'TU ASS3 GdYannlaled CO Commerdal Quollty (;olvanl'llClled 51.. (Wlnirnllm YIlIId str.ngth of 31,500 F*)
0 RII:I'd G...ral Elec:tl'le CcIulk (GE All P'l.Irpoee Silicone) For W~ Screw.. From. Sllcon. Silicone Rubber General Houuhold
Pwimeter, From. STH Co",.... and Un_ Sill
l} 2 Formld stl.l Chonn.l w/ A.-eo Coating Conformln'll to ~ ~".5J GolYClnnealed Commercial Qullllty ClIlvonnlClfed st_ (lr,linlmum VWd 5t.rw1vth of 31.500 pill) 3/+" II 1.MI"" II J/4" 11 12 ~ (0.093 ~n.) Cent.
CQ on Th Top ot Both DoorI. Spat Welded Bot/'I Ski", . 3 1/2" O.C.
@ 2 ~~~tio~:T':~~"'ooor:'n.fo~:IIASTM ~1008 end A5'I'lr,l ASlI at Each CIa'; st.. by C.eo Door Producta. Ole , 4-841 5 3/s" High . 1.SJe" . 14- GA (O.OSl Win,) Channel
43 2 HofIzorrtCIl Stlfftl'lW Confarmlnt to AS1lI A10Cle end ASTU AS68 w.ided to roc. Sheet Commercial Duality Cold Ra~tcl StHl (Minimum Y'M1ld 5trenljlth of 31,500 p.i) 5/16" . 2 1/2" . 15/16" . 12 Got.. (O.0I3 Win.) Channel
@ 2 ~<<;': =. C;~n~~ A~ =ng ~O~1o;!"~~t to ASN A~ on The Top Cammerdal Quality GlIM1nnollled St.1 (W1nll1'1.lm Y1e1cl 5trwIgtl'l of 31,500 ..l 3/4- II 1.656" lC 3/4~ lC 12 ~ (0.083 Win.) Cont.
0 2 Notional Guard Thr..hold 1813eN on a Back Bed of Caulk 13 Extrvded Aluminum (1S05J-~ Alloy). with 1/4-.3/8- Sllcone WlCltheretrlp 48- Lanljl Eo. (1/2" HJgh . :5 3/4" WId. . 0.013"/0.115" thick)
l} , I ~~n~~~2~1i:, X!WoI(~o~~tt5/8' l>CkIt Confomllng to ASJ\I AS53 CclrnrMrT;1a1 Quelll:y GlIl'1annlo!.d still (Wlnlmum YIeld streng1tl of 31.5DO 1Mi> 18 CcI. (.042 Min.)
. HIngt; lWrlfondng PI" Spot ""'did to rrome Jamb at Each Hlngo Location stHl IN Ceco Door Product., Ole 1 4-7J2 1 1/+" . Q- II 7 ~
. HInge ReInforcIng ?lat.. Spot Wolded to Door EOgi at Eacll Hinge Locatlon St..1 "" Ceca Door Products. 01. .. 4-732 1 1/4" x III" x 7 GA.
. Door l.ack Relntorclm4lnt Conf'onnin'll to ASTN A'OO8 o~ ASTW ASea Still by CKO Coot' Products. Ole 1 4-041 5 1/4" II 1.531" x 12" . 12 Ca. (0.013" tolln.)
2 Ptimko WNtherMrtp, Profile Number 303 AS 1,411I Flnieh Aluminum Rretainer (6063- TS Alloy) with Silicone s.G1 1/a".1/4-~II'Il.) + 1/4"x5/W (Slicone) AttacMd 0/ Io.S/a- s.c.S. . ~ O.c.
1 Sot Hoger W~P. P","!. NlJll'lber IllS. All Around Frome Jamb .. He. tolin FlnTlh AlumInum ""-alner (e08J-~ Allay) with S11leon. Seal 3/4"1l1/4~um.) + 1/4".'/4" (SliCOM) IttacIltd -/16x3/4- 5.0,s, . 9- O.C.
0 2 g: ~:: :!in~~=t Confonnin9 to ~ A100s ond ASI'W AS88. W.lded t Camrr.-clol QuotIty Cold Roiled stili (Mlnlrrun YIeld Strenglh of Jl,~ pII) 1 1/M" . 1 !iI/.32" )I 1 1/54-" . 12 Co (0.093 Min.)
@ .. ..... !~,!'!P!'~.. ~'1_~~met-: Ch~nne.. Co'l",prml"i_~_ ASTIll Al008 and AS'TlA M6S, Comm.rdal 0u0I1ty Cold Rolled steel (1fti1Tlum YIekl Stnngth of 31.SOO pel) I" . 1.666- II ,. Jl 12 (;0. (o.08J Min.)
~~ , "ulnon Spacer Bloclk at Top Yale Sec:u1ty, Inc. Orawn Steel Aluminum PGintlcl 0."2~- x 1.250" x 2.375-
@ 1 F~Jr1,.....~..!I,tadcet RelnflrCllmlnt at Mullion COl1formln'll to ASi"N A1C1Oe Commercial Quality Cold Rolled StNI (M"lfIimum Yield strength of 31,500 pei) 1.1525- . 3.4M- . 14" . 12 Gel. (0.0113 "In.)
~eq'd' Exletlno Opening Anchor w/ 3/11-' . 5" F.H. Lok Bolt, b)' Pow.r Faate"el'l !ne. Qalvanizlld steel by Ceca Door Product:e, Ole , 4-&22 18 gage thIck
Rell'd Ellletlno OpanlnO Anchor with 3/8'" lC 8- Waod la'll Setew GoIv1:lnlzecl St..1 0)' Ceca Ooar Pnxlucts. 011 , 4-1522 18 Ollge Thldl:
. Ro~'d Tapeon.. by Elell Toxtran or rrw Bulldell . 10. a.c. and J 3/8" from End. st... 3/18"' II 1 3/4" F.H.
, Top Mullion Fitting 8820 StnI 011 pIN' Yell. Security, Inc. Slri.. 7000 DWG# 1SO-7ooo-1412 3.J8".3.12.Jl2.2~" WI (4) 1/4--20.1 1/4" 1.4.5.
, MuWIofI Foot Brack.' srtEI. NSI a1~0 OR 4140 AS PER YALE SECURITY INC. 0WGf 15O-2000-t1fl 3.!S" . 1 17/32". 1.15- . 0.205- ThIel(.
..... OIozl"'II Stop at I/Ieio" LIgtrt: 5.,lont Daw ComIn; 980 StI1Je1ural SIIlc:ane
, helm t.Iountll'l\i lit Top of WWI:1l1'I Flttln9 A.ST\t Cl010 al per YIII. Security, Inc. S.r1.. 7000 ewe, GO-70c0-l.111 1/2~ . 3.38" x 2.25- . 0.188" ThIck.
BILL OF MATERIALS
MIAMI-DADE COUNTY
l.tATER~ SPECIfICATIONS,
o....~!.. hLIECO,..\ ~...-~-~.i
JUN 0 200... llUJT TUnN. . OtGINIEPlI... eowNft' .
WALTER A. TlLLIT 'Jr., P. E. -"...::';~~~I''''~''''
P.E. SEAL/SIGNATURE/DATE ~ ll..~ ~t:,E.
8070
Bill
& 4070 Series
Of Materials
ISSUE REVISIONS
o WN DATE'
10-6-03
. CECO DOOR PRODUCTS
- MllQn Tennessee 38358
DRAWING NUMBER:
RD0849
Sheet 9 Of 16
86"
Max
I
11
Caulk Under Threshold
Out.winD Door
(Exterior VIew)
~~
MIAMI-DADE COUNTY
WALTE1IUll MrfO.J14. P. E.
P.E. SEAL/SIGNATURE/DATE
83 1/2"
Door
8S" Max
Max I
!
/ IILIECO ,.... \
TlUJT BSTING & II:NIilIfllDIIHO CO....ANY
- Il&"=; "'1~~~~ ,..,,~ >>,..
"'-"""'"
~~~~~1:7E.
11
Coulk Un er Threshold
Ouhwina Door
(Exterior VIew)
~
MATERIAL SPECIFICAT10NS:
--
1. Single 3070 Serle. Im~riQI Out.wing Commercial steel Door
w/.,rI.. "SF"' frome Jamb and n,ad, .hawn on thr. Product
Approval Document (PAD.) MGI been vtlrlfied for compliance in
Q~ordor'IC' with tn. 2001 edition of the Florida Building Cod.,
Door may be installed at Hill" Velocity Hurricane Zonl..
o..lgn wind loode aholl be determined o. per aeet/on 1619 of the
above mentioned cod.. In order to verffy that oncMors on thl,
PAD.. 01 to.ted. Win not overltreSHd, 0 331 inctllC.. In
aHawobl. atrHII for wind load, WOI !!lI uHd In their 0"01)'1I11.
Thi, Door', odllquoC)' for lmpoct and cyclic reli.toncl hClI been
verified In occordanc. rik HCtIon 1606.1.4 of the abov.
m.nUoned cod. oe p.r TAS-20l. TAS-202. TAS-20J. QII per KTL
lab report 10345-0203-04 and aa per aubmitt.d .tructurol
calculatlona. p.rformed aa pllf' aection 1151 1 of the F1or!da Building
Code.
2. Design Prsslure: +70 psf, -70 pat
J. MinImum Fn::Im. C.pth: 5 3/4-
4. See Sh_t 7. 6 &: 16 for Compon.nt NomenclatUAI
5. 5.. Shlet , 3 for Anchor Detail and location
a. All Dim.naio... are In inch'lI
7. Thitl Door DOES NOT require Hurrit;:ane Protection System
8. Thl. Door IS NOT Approved for Water Inflltratlon
g. (a) Thia PAD. prllpoAld by thl. IlI'lgin..r I. generic and does
not provide Information for Q alte lIpeciflc project; I.e. who,.. the
.ite conditions deviate from the PAD.
(b) Contractor to b, ,"pan.lble for tn, .,I,ctlon, pun;:hale and
Installation Including Ilf, aaf,ty of thl, product, baud on this
PA.D.. pr~1ded he/.he doee not deviate from the conditions
detailed on this document. Construction aofety ct IIlte Is the
contractor's reaponllblirty.
(c) This PAD. will be considered invalid if olterecl by any means.
(d) Thi. PAD. .hall bear the dote and arfginol seel and signature
of the prof_ionol '"!illnllr of record that preparlld it.
~~rl:.or~~ ,:i)o~rU~l.l,..r 10b.1 shall be ploclld on the expolled
One label shall be placed for every opening. Lobet IIholl reod all
foUowa:
CEaI IIIDI PlIIlIIUCTS
9159 relecom Driv.
Milan. T.nn.....
~lnm._llntill CnlJ"tv PmdlJ~t Cllntrnl AI"lDrnv_d
ISSUE REViSIONS
DRAWN BY: DATE:
10-6-03
Finish: Rust Inhibitive
Primer, One Coot
3070 Series Elevation Drawing
Flush &: Embossed Imperial Doors
DRAWING NUt.4BER:
RD0849
Sheet 10 Of 16
.. CECO DOOR PRODUCTS
- Mllcln, Tennessee 38358
Existing
Sj:ructure
Caulk Perimeter. Typ.
(Exterior & Interior)
Concrete Slab
Req'd. Typ.
(See Sheet 13 for Spacings)
Section A-A
~IAMI-DADE COU'fTY
JUN 0
WALTER A. TIu.rr Jr.. P. E.
P.E. SEAl/SIGNATURE/DATE
/ IILIECO,... \
.:.wr ~... ~ ~aNN. ==-
~'~lL:.,,",~_,Ul
_no
l'W.1tJI 4 nun Jr., II, E
~u..44'17
1 3/4"
thick
Embossed Skins
Optional
MATERIAL SPEC\F1CATlONS:
See Sheets 7. 8 & 16
for Components Nomenclature
~
Vertical Cross Section
3070 Imperial Door
== CECO DOOR PRODUCTS
- Milcln Tennessee 38358
ISSUE RE'IISlONS
DRAWN BY, DATE,
10-6-03
DRAWING NUMBER:
RD0849
Sheet 11 Of 16
1.750"
Section B-B
(See Sheet 13
1/4" Shim Max, Typ.
...
. ..41 .
.~ .... ~. '.:. 4"4'
Sheet 13 for Spacings)
-------
/
/
/
,
,
,
,
\
\
\
\
\
I
I
I
1
~6
'. ....
.,' ....,' "-"" .
~.:..' .;. .. . .,
See Sheets 7, 8 & 16
for Components Nomenclature
I
I
I
1
1
I
I
I
\
\
\
\
\
"""
-J,.o5o.L
1
I
I
I
/
/
/
/
Embossed Skins
Optional
.
-------
~
~ATERIAl SPECIFICATIONS:
Horizontal Cross Section
3070 Imperial Door
= CECO DOOR PRODUCTS
- MILQn Tennessee 38358
ISSUE REVISIONS
DRAWN :fE:
10-6-03
MIAMI-DADE CCUNTY
IILIECO ,".
T1l.UT TDTlMII . DHlIMDRl... CO/rif'AHY
_.....:'i...'!\~~'_,'....
-.
lMLTP AollJJT Jr., P. L
~Uc. 44107
DRAWING NUMBER:
RD0849
Sheet 1 2 Of 16
1/4"
Mox
1/4"
Mox
86'
Rough Opening
Poured Concrete
or Concrete Block
Well W/Greuted
Cells Required
(2)2X6 min.
Weod Studs
Required
86'
Rough Opening
I
C .....-J Slob ~~~~~~~~
ANCHORS AT CONCRETE BLOCK WALL
3-0 X 7-0 DOOR SIZE
Soo Shoots 7, 8 &< 18
for Componente Nomenclature
II 10
C.J-
ANCHORS AT WOOD STUDS
3-0 X 7-0 DOOR SIZE
Concrete Slob
Required
~~
1/4" Shim
Mex
~
3/8" x S" F.H. Lek/Belt
W/1 1/2" Min. Embedment
And 3" Min. Edge Distonce
~
.375 Undercut
Poured Concrete
or Concrete Block
Well W/Greuted
Cells Requireh
~ ANCHOR
>listing Opening
Anchor
11 CI~terlV
~lLA=A
BOLT .AT t.iASONRY WALL
Existing Opening
~ Mchor
~11
SECTION B-B
@ ANCHOR BOLT AT WOOD STUDS
8 !\ x 1 i F.H.
apecn Anchor
W/1 1/4 min.
SECTlO~-C embedment
~ ANCHORS AT tt9 THRESHOLD
(NATIONAL GUARD 8135N)
MATERIAL SPECIFIC,ATlONS:
MIAMI-DADE COUN1Y
~ /IILIECOII'c.\
TlUJT~NGI"EHGIINnIUHClI~Nl'f
W,4l.:ral""OrI.t26QI." p, E. -....~....~5~~.'.
P.E. SEAL/SIGNATURE/DATE 'IIlL~ ~ ~1:'E.
Frome Anchor Instollotion
Detoils, 3070 Imperlol Doonl
ISSUE REVISIONS
DRAWN BY: DATE:
10-6-03
.. CECO DOOR PRODUCTS
- Mil'>n Tennessee 38358
DRAWING NUl.l8ER:
RD0849
Sheet 13 Of 16
VISION LIGHT
CORNER WELD DETAIL
1/4"xO.045"
thick 3M Series
4085 Double
Coated Urethane l
Foam Tape each
side of PET
GLAZING DETAIL
.475" Overall thO k
'/8" / laminated glass IC ness
, x1 2" close f' T' composed
cell foam tape o. wa lites of .188" thO
Pe NOA # tempered I Ick
r tho k 9 ass with a 100"
03-0812.07 IC glasslam safet .
S interlayer W/1 5" Y plus II
010" . edge
INTERIOR . thick PET fI .
Glasslam NGI,' INC. I m by
1l6x 1 1/4' S,D,S, ~ 9 3/4' O,C,
MAX,
37 Dow Corning 995
structural silicone sealant
(1/8" thick)
45'
Typ
18 GAGE
ev
1
VISION
2,000
Typ
ISOMETRIC
MATERIAL SF'ECIFICATlONS:
8070 & 4070 5e'
Vision Light K"trleDs D.oors
I etads
== ~~~OTe~~OsR PRODUCTS
see 38358
ISSUE REVISIONS
RAWN BV, DATEo
10-6-03
DRAWING NUMBER:
RD0849
Sheet 14 Of 16
MIAMI-DADE COUNlY
JUN ~ / hLIECO \
WA TlWT INC.
LTER A. TlLLrr Jr P E -.... ~ ~,INGlHIIlIH. CCIlIlI'AHV
P.E. SEAL/S1GNATIJR"E/DATE -:w.TfJt~Y/'tIf.,~-
~Uc..J"'1:;'[.
ISOMETRIC
i
E:LEVATION
CYLINDRICAL LOCK DETAILS
MIAMI-DADE COUNTY
WAL,f~tt OTMp~.. P. E.
P.E. SEAl/SIGNATURE/DATE
Interlocking fold
over tab (folded)
Interlocking fold
over tab
o Frome Head
5.754,,-J
Corner miter seam
fully welded
@ frame Jamb
FRAME CORNER CONDITION
MATERIAL SPECIFICATIONS:
/ hLIECO",c. \
T1un TDTlNO . IJrlIIMGlllN. COW~ANT
~..~..~,...,:'-
EI-OOOlI71.
'MlTtR Ii.. TlLLI1'Jr.. 1". L
1'L.ClltCI.Uc. 441.'
I!iu\
Cylindrical Lock Details And
Frame Corner Condition For
3070 Imperial Door
== CECO DOOR PRODUCTS
- Milan Tennessee 38358
DRAWING NUMBER:
ISSUE RE>1SIONS
DRAWN BY: DATE:
10-6-03
RD0849
Sheet 15 Of 16
BILL OF MATERIALS
I fTEt.l Q1Y DESCRIPTION t.lATERIAL SIZE
J) 2 Pr ~l}c)...::~etCo~l~t;.rmlnQ to ~ "653 Golvo"nealed CO at Flu.... Imperial Doorll Commenial Quality liolvcnneoled St..1 (I.llnlm\lm YIeld Strength of 3ll,OOO p~) 16 Gauge (.053- l.fIn. thick)
~ J HClQ.r BBf19S1, St... Hinge EClCh Attach.! with EIght "2-24 11 1/2- F'.H. M.S. ..... 4 '/2- x 4 1/2- x 0.1ao- thIck.
2 Ib/tt Deneity, wi the followin; Flrt Buml"1I cnaract.n.uca
Urethone ConI T'" - - -,
Illi Req'd ASTU E .. Rom. ..- ~;~~~ U.l R5012/0'nkJH3J
(E1o.topore P16293R Resin ComponentjElostopore Pl001U IlIocycnate) Polymeric MDI, Foom System '9 a tWQ part liquid. seff ASTU , .. SmoM D.v.IopecI U.L RSet2/D1nkJHJJ
adhesIve to skin when cured. AST\l 0-1929 Self I,nllon:
F10ah ignition 781'F S.W.R.I. 01.10oas.OU27
Spont,oneolle Ignition 12B"F S.W.R.I. 01.10015.01.127
II> 2 Serle. "SF"', Frome Jamb. Doubl. RI3bbet. PrcfII. wi A-60 Coating. 16 GG. (0.053 hUn.) St..] 2. S/B- Face. 5-3/4- Depth hlln.
Foce Shut Conforming 10 ASTW All~ Gatvannealed CQ Camm.rcial Quaiit)' Galvannealed st.., (MInImum ytllld Strwngth of 31,500 pili)
@ 1 S.rle. "sf", From. Head, Oau~. Rabbet Prom. w/ A-SO Coating. 1 e Ga. (0.053 Win.) steel 2 S/S- FClC., 5-3/4- Depth Min.
Foc. Sh.et Conforming to ASTN A~ Gol'lanneollld CQ CemtrHlrcial QUClllty GClMlnnllot.d St.1 (l,4inimum YIeld strength. of 31,500 pei
Gj) Req'd General Electrlo Coulk (GE All Purpon SIlicon.) fot Weatherwtrlp Screw.. Frome Silicone Silicone Rubber General Household
Perimet.r, From. SI' Com... ond Under SlII
@ 1 ~~:,d T~"~ ~~e~c:c.~s: c;.o;:: =a~~: :: 3~2t-6~. Gal'lann.eled CQ Cemmerciol Quality GalYanneol.d Steel (l,4lnlmum YIeld Strent;1tl'l 01' 31,.500 pei) 3/4- If l.W- x 3/4- . 12 GA. CoM. (0.0113 Win.) Cant.
0 1 ~~-:~III~=~~~'e: ~~~;ndpa~ IoeS8, St..1 by Ceca Door Praduc:ta, Di. , 4-941 5 3/8- HIQ" . 1.&36- x 1. GA. (0.067 hilin.) Channel
@ 1 Formed St.l Channel w/ A-6D Coating Conte""Ing to ASn.t Ae!5J GaI'lOnneoled CQ Camm.rdal Quality GOM2nnRIed st..l (Minimum YIeld Strength of 31,500 pel) 3jJ,- x l.65S- x 3/4- x 12 GA. (0.093 Illln.) Cont.
on tne TQP of Both DoOl'll, Spat Welded Both S6c1nl 0 3 1/2- O.C.
@ , National Guard ThrwMald 18135N on CI Beck Bed at Caulk @ Extruded Aluminum (eoeJ-~ AlICI)'), wlttl 1/4-X3/S- Silicone Weattlentrlp 48- lllng Eo, (1/2- H"91 x 3 3/4- 'Mde If OJlSJ-/0.'1S" thick)
@ J HlnQII ReinforcIng Plate, Spot Weld..:! to Frome Jamb at Each Hinge Loeatlan St.el by Ceca Door Pnxtuctl, Die , 4-732 1 1/4- x iii- II 7 G,\.
~ J I-I'nge R.!nforclng Plate, Soot w.lded to Door EGg. at Each Hinge Locotlan 5tH! by Ceca Door Productl, Die , 4-732 1 1/4" x S- If 7 GA.
~ 1 Sot Hoger Weathl!lnrtrlp, Profile Number 8915, All Around From. Jamb + Head hillll F1nleh ~um'num Retall'1l1f' (SOa3-ns ~IO)') with SIlicone Seal 3/4"1l1/4"(AJum.) + 1/4-111/4- (Silicone) Attached wI f6xJ/4- S.O.S, . e- D.C.
~ Req'd ExIsting Opening Anchor w/ 3/S-' . 5- r.H, Laic Bolt, by Power FOMen.,. Inc. GalYon!ud StnJI by Ceco Door Produc:ta, 011I , 4-622 1 II Gage thIck
<m Ft.q'd Exlstlnlll Opening Anchor wi 3/8-' I( 6- WO(lI:j Lag Ser.." GclIYCInlud stMI by CeCQ Door PtDducta, Ole I 4-1122 18 Gage Thicle
~ "eq'd Topconl , by Elce Textron or nw !:II.lildu 0 10- o.c. and 3 3/8- from Endl steel 3/1S--'1 3/4- F.H.
13 1 Bat 93K70150-S3-S26 CyI1ndrlC<ll Lock ... per a..t ~. S~eme CWO f G4-QOO-OO21b
@ , CylIndrical Lock Quord GoNaniDd Stell la 90ge CR (0.042) If 10.75 Ceil, bij Clce Ollar Pradub, Dill f 4-741 1.805. x 3.280. II '8 Ga. (0.042 Min.)
@ , CylIndrical Lock Reinfcwclment steel, by Ceca Deor Produt., Ole I RDOS2S 1 1/4" x 4 1/4- x 12 go. (0.0113 min.)
~ , Door Latch Relnforcem.nt, 5te.1 -C- RIng w/ Goh..anneal ~80 Cootlng, ~:e', (~~~~~ ~~a~I:~d7i,R~mper NY). by Ceco Door Produt., .015" 1Nck If 1.J'3" IIlIIidI DIarrIIt. I O.lI]S- Lang
@ 1 Ff'lllnl Strike IWnfan:llTlIIIrI. SpoIwllOld To IAc:k Jamb at Strike lAc:otlon StHI, by Ceco Door Produta, ex. , LKREF'-11. Part No LSRA 1.750- II 7.000- If 12 /l1CI. (0.093 m!I'1.)
@ 2 Per ~ac~~etC~lr;.r:.rmlng to ASilol A653 Golvanneoled CQ at Emboned lmperfol OOOnl eommerclCll Quo!lty Gal'lOnl'\lll.d st..1 (!.llnlmum YIeld Strength of 31,500 pal) 111 Gouge (0.053- 11I11'1. ThIele)
~
MATERIAl SPECIFICATIONS:
3070
Bill Of
Series
Materials
ISSUE REVISIONS
DRAWN BY: DATE:
10-6-03
MIAMI-DADE COUNlY
S) ;-:;~ Ll!,~I.~.~~~.~.~
WALTER A. T1LUT Jr.. P. E, "~"'~~e''''''''
P.E. SEAL/SIGNATURE/DATE 'MI.~ n,.urr "::i.l:=' r.
II CECO DOOR PRODUCTS
- MllQn, Tennessee 38358
DRAWING NUMBER:
RD0849
Sheet 16 Of 16
Karen Miller '
From:
Sent:
To:
Subject:
Karen Miller
Wednesday, December 19, 2007 1 :59 PM
'Karla Sherrell'
RE: NAPA Project-Zephyrhills
Karla:
Correct...these are the only comments you should receive. If you submit revised drawings
there may be a revision fee and additional comments concerning these revisions. A total of
three (sets) of any revisions should be submitted. You do not need to send Full sets.
Still awaiting on approval from Planning to proceed. Have you Contacted them?
(813-780-0006)
If your contractor/subcontractors can not come into our office you can have them contact me
referring to the NAPA project and I can go over our requirements in getting them into our
system and signing on the permit via faxing.
Will need a notice of commencement at time of permit pickup.
We will be closed for the holiday on the 24th and 25th of December and then on Jan. 1.
Have a great Christmas!!
Karen Miller
City of Zephyrhills - Building Dept
813-780-0020 ext. 3513
813-780-0021 Fax
kmiller@ci.zephyrhills.f1.us
-----Original Message-----
From: Karla Sherrell [mailto:ksherrell@greenbergfarrow.com]
Sent: Wednesday, December 19,2007 1 :44 PM
To: Karen Miller
Subject: RE:
Hi Karen!
1
Hope all is gqing ~ell this week!
I just wanted to confirm with you that the comments that you sent were the only ones that we
will receive, (Le. that all departments have reviewed and made their comments?) Also, we
are planning to address these comments and return the revised drawings to you all. Will we
need to send full sets of revised drawings or just send to you the revised sheets; and how
many sets will you require on the resubmission?
Any information that you can provide would be great!
Thanks!
Karla J. Sherrell
Greenberg Farrow
404 601 4000
-----Original Message-----
From: Karen Miller [mailto:kmiller@cLzephyrhills.fl.us]
Sent: Thursday, December 13, 2007 2:57 PM
To: Karla Sherrell
Subject:
<<IMAGE (2).TIF>> <<IMAGE (5).TIF>> <<IMAGE (6).TIF>>
Karla:
Attached is the Fee Sheet and comment sheets from both the building dept and the fire
marshal. If you have any questions concerning the attached, please give me a call.
Some of the outstanding issues are:
Contacting the Planning dept (813-780-0006) and resolve
the 4 outstanding issues.
I am awaiting approval from the Planning dept in order to proceed with
permitting.
Notice of Commencement (can be supplied at time of
permit pickup)
Register your contractor and subcontractors. Please
2
note we will need their signatures
on the' permit application. Please contact me tor options.
Thank you.
Karen Miller
Building Dept
City ot Zephyrhills
5335 8th Street
Zephyrhills, FL 33542
813-780-0020 ext. 3513
813-780-0021 tax
kmiller@ci.zephyrhills.f1.us
3
Karen Miller .
From:
Sent:
To:
Subject:
Andrea G. Morrow [amorrow@pascocountyfl.net]
Tuesday, December 11,200710:50 AM
Karen Miller
RE: Address Needed
Karen,
This address is 6901 Gall Blvd
Thanks, my Thanksgiving was DEE-LlCH-US!!! Hope yours was too...
Gail Morrow
Pasco County Survey/Addressing Dept.
727 -84 7 -8140 Ext. 8370
Fax: 727-815-7000
-----Original Message-----
From: Karen Miller [mailto:kmiller@cLzephyrhills.f1.us]
Sent: Monday, December 10,2007 11 :12 AM
To: Andrea G. Morrow
Subject: Address Needed
<<IMAGE (4).TIF>>
Gail....Good Morning. Haven't spoken to you in a long time. Hope your Thanksgiving was
delicious!
I need an address for new commercial construction.
ParcellD:
Type:
Bldg Facing:
03-26-21-0010-01600-0021
Commercial - Napa Auto Parts - 1 Story
301/Gall Blvd (Main Entrance faces parking)
Their permit application showed an address of 6855 Gall Blvd but that belongs to the
business south of this project which is the Golden Corral Rest.
Any problems or questions, you know where to find me......Thank you.
Karen Miller
1
City of Zephyrhills - Building Dept.
5335 8th Street '
Zephyrhills, FL 33542
2
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t:404 601 4000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DAlLAS
NEW JERSEY
ST. PETERSBURG
Letter of Transmittal
December 21 , 2007
To City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542 .
813.780.0020
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
From Karla J. Sherrell
We are sending you the following enclosures via Air Express - Standard for your use: Building Pennit Review
Copies/Sets Date Description
Signed and sealed revised sheets to include A2.0, A2.2, A3.0, E1.0, E1.1, E2.0, E2.1,
E3.0, and M1.0
3
Building Department Narrative Letter
1
Fire Rescue Narrative Letter
Message
The above items are being submitted in response to the review comments that we received. If there is any additional
information .that you may need or if there are any questions or comments that you may have, please feel free to contact me at
your convenience.
Thanks in advance for all of your help & have a great holiday season!
If enclosures are not as noted, please contact sender
Copies
01 Transmittal 02.06.06 P:I2007\200702080\999 General Correspondencel200702080 Transmittal from Karla J. Sherrell 10 City of Zephyrhills 2007-12-21Adoc
~
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t: 404 601 4000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DALlAS
NEW JERSEY
ST. PETERSBURG
December 21, 2007
To City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
813.780.0020
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
Re NAPA Auto Parts - Building Permit Comment Responses
To Whom It May Concern:
Below are outlined our responses to comments we received on December 13, 2007:
Comment #1 - Nothing is to be built or installed in R.OW. with out the R.OW. use permit.
Response - We shall comply and adhere to this requirement
Comment #2 - Building to be 8 inches above the crown of the road or to the specifications of an approved engineered site
plan.
Response - We will be building the site based on the civil plans approved by the City of Zephyrhills
Comment #3 - Compaction test required
Response #3 - A compaction test will be performed as required by the City of Zephryhills
Comment #4 - Batter-board survey will be required
Response #4 - A batter-board survey will be performed as required by the City of Zephyrhills.
Comment #5 - All block wall shall be inspected in lifts of at least 12 feet.
Response #5 - A block wall inspection shall be performed as required by the City of Zephyrhills.
Comment #8 - All setbacks shall be met.
Response #8 - All set backs shall be adhered to and will be in accordance to with civil plans approved by the City of
Zephyrhills .
Comment #7 - All welds shall be inspected by an independent inspection agency and the reports shall be turned in to the
Building Department.
Response #7 - An independent agency shall provide all required weld inspections. The results of these inspections shall be
forwarded to the City of Zephyrhills Building Department as required.
Comment #8 - All A.DA (Chapter 11 of the F.B.C.) codes shall be met.
Response #8 - We shall comply with the requirements of the aforementioned code.
Comment #9 - All signage shall be in accordance with ordinance #870-04.
Response #9 - All signage shall meet the requirements of City of Zephryhills Ordinance.
01 Project Letter 07.01.05 P:\2007\200702080\999 General Correspondence\200702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21A.doc
Also, we have made some additional change to the drawings based on our internal reviews. These changes are outlined
below:
A2.2 - Updated the floor finishes in the Electrical room (106), the restrooms (108 and 109), and office (105), from sealed
concrete to burnished concrete.
A2.2 - Added additional notation to provide plywood backing to the walls in the Electrical Room.
E1.0 - Modification has been made to Electrical Panel Schedule due to a modification to the site lighting.
E1.1 - Modification has been made Electrical Site plan with regard to the number of heads mounted on the site light poles.
E2.0 - Modification has been made to the Electrical Symbol Legend with regard to the site lighting fixture.
E2.1 - A detail has been added showing the method for mounting lighting fixture on the interior of the building
E3.0 - The circuitry at the rear door has been modified from A-38 to A-7.
M1.0 - A note has been added requiring the mounting of the air handling unit to be mounted at 15'-4".
Thank you so much for all of your help with this review. If there are any questions or additional comments that you may have
please feel free to contact us.
01 Project Letter 07.01.05 P:I2007\2007020B0\999 General Correspondencel200702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21A.doc
14:30 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t:404 6014000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
. CHICAGO
LOS ANGELES
BOSTON
DAlLAS
NEW JERSEY
ST. pmRSBURG
December 21,2007
To City of Zephyrhills
Buildin~ Department
5335 8 Street
Zephyrhills, Florida 33542
813.780.0020
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
Re NAPA Auto Parts - Building Permit Comment Responses
To Whom It May Concern:
Below are outlined our responses to comments we received on December 13, 2007:
Comment #1 _ Nothing is to be built or installed in R.O.W. with out the R.O.W. use permit.
Response - We shall comply and adhere to this requirement
Comment #2 _ Building to be 8 inches above the crown of the road or to the specifications of an approved engineered site
plan. .
Response - We will be building the site based on the civil plans approved by the City of Zephyrhills
Comment #3 - Compaction test required
Response #3 - A compaction test will be performed as required by the City of Zephryhills
Comment #4 - Batter-board survey will be required
Response #4 - A batter-board survey will be performed as required by the City of Zephyrhills.
Comment #5 - All block wall shall be inspected in lifts of at least 12 feet.
Response #5 - A block wall inspection shall'be performed as required by the City of Zephyrhills.
Comment #6 - All setbacks shall be met.
Response #6 _ All set backs shall be adhered to and will be in accordance to with civil plans approved by the City of
Zephyrhills .
Comment #7 _ All welds shall be inspected by an independent inspection agency and the reports shall be tumed in to the
Building Department.
Response #7 _ An independent agency shall provide all required weld inspections. The results of these inspections shall be
forwarded to the City of Zephyrhills Building Department as required.
Comment #8 - All ADA (Chapter 11 of the F.B.C.) codes shall be met.
Response #8 - We shall comply with the requirements of the aforementioned code.
Comment #9 - All signage shall be in accordance with ordinance #870-04.
Response #9 - All signage shall meet the requirements of City of Zephryhills Ordinance.
01 Project Letter 07.01.05 P:I2007\200702080\999 General CorrespondenceI2OO702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21A.doc
Also, we have made some additional change to the drawings based on our intemal reviews. These changes are outlined
below:
A2.2- Updated the floor finishes in the Electrical room (106), the restrooms (108 and 109), and office (105), from sealed
concrete to burnished concrete.
A2.2 _ Added additional notation to provide plywood backing to the walls in the Electrical Room.
E1.0 _ Modification has been made to Electrical Panel Schedule due to a modification to the site lighting.
E1.1 _ Modification has been made Electrical Site plan with regard to the number of heads mounted on the site light poles.
E2.0 _ Modification has been made to the Electrical Symbol Legend with regard to the site lighting fixture.
E2.1 _ A detail has been added showing the method for mounting lighting fixture on the interior of the building
E3.0 _ The circuitry at the rear door has been modified from A-38 to A-7.
M1.0 _ A note has been added requiring the mounting ofthe air handling unit to be mounted at 15'-4".
Thank you so much for all of your help with this review. If there are any questions or additional comments that you may have
please feel free to contact us.
01 Project Letter 07.01.05 P:I2007\2007020801999 General Correspondencel2007020BO Project Letter from Kaila J. Sherrell to City of Zephyrhills 2Q07-12-21A.doc
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t: 404 601 4000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DALlAS
NEW JERSEY
ST. PETERSBURG
December 21, 2007
To City of Zephyrhills
Fire Rescue
6907 Dairy Road
Zephyrhills, Florida 33542
813.780.0041
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
Re NAPA Auto Parts - Fire Rescue Comment Responses
To Whom It May Concem:
Below are outlined our responses to comments we received on December 13, 2007:
Comment #1 - Building construction shall be in compliance with the Florida Fire Prevention Code
Response - We shall comply and adhere to this requirement.
Comment #2 - Install knox box on front of building near entrance at a height of 6'. Location can be determined once
construction is near the end by contractor and Fire Marshal. An application has been provided.
Response - We have updated the A3.0 sheet to show a proposed location of the knox box, and provided a note directing the
General Contractor to coordinate the location with the Fire Marshal.
Comment #3 - Address on front units shall be 6" in height
Response #3 - A note has been placed on the A3.0 sheet referencing this requirement.
Comment #4 - Separate plans are required to be submitted to obtain a permit for the sprinkler system. Plans shall be in
accordance to the edition (2007) of NFPA 13. Plans shall provide calculations, all details and specs. FDC or sprinkler system
shall be a single 5" Stortz outlet with cap.
Response #4 - Separate plans shall be submitted in order to comply with this requirement.
Comment #5 - Plans are required to be submitted to obtain a permit for the alarm system for sprinkler monitoring. Plans shall
be in accordance to the latest addition of NFPA 72. Plans shall provide battery calculations, all details and specs. Copy of
certificate of monitoring company also will be required.
Response #5 - Separate plans shall be submitted in order to comply with this requirement.
Comment #6 - Plans are required to be submitted for any gas installation with all details and specs associated with the install.
Response #6 - There is not any gas being provided to this site.
Comment #7 - Extinguishers shall be relocated in upper area to location at either end by stairs. Lower level extinguishers
shall be located: 1 at rear door, 1 at front area, 1 by electrical and 1 centrally located across from electrical.
Response #7 - The extinguishers have been relocated per the aforementioned locations. Please see revised A2.0.
01 Project Letter 07.01.05 P:I2007l200702080\999 General Correspondencel200702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21A_Fire Department Comments.doc
Thank you so muc~ for all of your help with this review. If there are any questions or additional comments that you may have
please feel free to contact us.
01 Project Letter 07.01.05 P:I2007\200702080\999 General Correspondence\200702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21AJire Department Comments.doc
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t: 404 601 4000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DALLAS
NEW JERSEY
ST. PETERSBURG
December 21, 2007
To City of Zephyrhills
Fire Rescue
6907 Dairy Road
Zephyrhills, Florida 33542
813.780.0041
Project NAPA Zephryhills/Gall Blvd, FL
Project # 20070208.0
Re NAPA Auto Parts - Fire Rescue Comment Responses
To Whom It May Concern:
Below are outlined our responses to comments we received on December 13, 2007:
Comment #1 - Building construction shall be in compliance with the Florida Fire Prevention Code
Response - We shall comply and adhere to this requirement.
Comment #2 - Install knox box on front of building near entrance at a height of 6'. Location can be determined once
construction is near the end by contractor and Fire Marshal. An application has been provided.
Response - We have updated the A3.0 sheet to show a proposed location of the knox box, and provided a note directing the
General Contractor to coordinate the location with the Fire Marshal.
Comment #3 - Address on front units shall be 6" in height
Response #3 - A note has been placed on the A3.0 sheet referencing this requirement.
Comment #4 - Separate plans are required to be submitted to obtain a permit for the sprinkler system. Plans shall be in
accordance to the edition (2007) of NFPA 13. Plans shall provide calculations, all details and specs. FDC or sprinkler system
shall be a single 5" Stortz outlet with cap.
Response #4 - Separate plans shall be submitted in order to comply with this requirement.
Comment #5 - Plans are required to be submitted to obtain a permit for the alarm system for sprinkler monitoring. Plans shall
be in accordance to the latest addition of NFPA 72. Plans shall provide battery calculations, all details and specs. Copy of
certificate of monitoring company also will be required.
Response #5 - Separate plans shall be submitted in order to comply with this requirement.
Comment #6 - Plans are required to be submitted for any gas installation with all details and specs associated with the install.
Response #6 - There is not any gas being provided to this site.
Comment #7 - Extinguishers shall be relocated in upper area to location at either end by stairs. Lower level extinguishers
shall be located: 1 at rear door, 1 at front area, 1 by electrical and 1 centrally located across from electrical.
Response #7 - The extinguishers have been relocated per the aforementioned locations. Please see revised A2.0.
01 Project Letter 07.01.05 P:\2007\200702080\999 General Correspondence\200702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21AJire Department Comments.doc
Thank you so much for all of your help with this review. If there are any questions or additional comments that you may have
please feel'free to tontact us.
01 Project Letter 07.01.05 P:\2007\200702080\999 General Correspondence\200702080 Project Letter from Karla J. Sherrell to City of Zephyrhills 2007-12-21AJire Department Comments.doc
PERMIT APPLICATION
DRIVEWAY PERMIT APPLICATION
CONSTRUCTION WITHIN PUBLIC RIGHT-Of-WAY
All information must be filled-in completely
City of Zephyrhills
5335 8th Street, Zephyrhills, FL 33542
Telephone 813.780.0000 Fax 813.780.0005
CONTRACTOR: 70 (Be, 0efeYrYlUiec/
Company:
Name:
Contractor's Ucense #:
Phone:
Cell:
E-Mail:
Fax:
ARCHITECT I ENGINEER:
Name:
Address: ()
State License #: -
e
TYPE OF DRIVEWAY
RESIDENTIAL DRIVEWAY
X COMMERCIAL DRIVEWAY
_PUBLIC ACCESS DRIVEWAY
DescriDtion of Proiect
IT LENGTH OF DRIVEWAY
~WIDTH OF DRIVEWAY
~.W. jf/AgXCAVATION
DEPTH ""j'-LINEAR FEET
CURB CUT REOUIRED
_YES --A..-NO
CULVERTS NEEDED
( ) REINFORCED CONCRETE
( ) CORRUGATED MATERIAL
( ) BOX CULVERT
( ) OTHER (EXPLAIN)
~srRUcrION MATERIAL
ASPHALT
_CONCRETE
HEADWALL REOUIRED? _YES LNO
NOTICE TO APPLICANT: If actual work exceeds scope of this description, additional permits or drawings
will be required.
UTILITY LOCATIONS REOUIRED: CALL BEFORE YOU DIG: 1.800.432.4770
Page 1 of 3
PERMIT APPLICATION
UTILmES LOCATE CONFIRMATION NUMBER: 7f3JJ
PROVIDE SKETCH IN THIS AREA, IF ADDITIONAL SPACE IS REQUIRED, ATTACH TO THIS
APPLICATION.
?I~6L <Jef
ttt/ached C. /. / and
uvrvJ
~ C(J menk-/; ~ rV .
AFFIDAVIT: Application is hereby made to obtain a permit to do work and installations as indicated. I certify that all foregoing
information is accurate and that all work will comply with all applicable codes. I understand these codes shall take precedence over all
approved construction documents, and issuance of this permit is verification that I will notify the property owner of Florida Lien Law
req., F.S. 713.
The issuance of this permit does not ensure compliance with deed restrictions and I understand that additional deed
restrictions may apply to this property.
All work shall comply with the current Florida Building Code, Public Works Design Manual and FDOT Design
Standards (if applicable). (Public Works Design Manual online link: www.ci.zephyrhills.f1.usjpublic_works.asp)
APPLICATION IS VOID UNLESS SIGNED WITH PROPER IDENTIFICATION AND WITNESSED BY A PERMIT
TECHNICIAN OR NOTARY PUBLIC.
NOTE: The City of Zephyrhills is not responsible for maintenance or repairs of driveways. Driveways shall not alter I
interfere with existing stormw er treatment and I or conveyance.
PROPERlY O~: By signing this application: Ice' that I have read and understand the owner/builder disclosure
statement.~(Please initial) / 13 /O~
Applicant Print Name Dati! I
/k/(7O-
Date"
as identification.
(type of identification)
Page 2 of 3
NollIry PubIlc. Cobb Countr. GeorgIa
My Comml&slOn Expires Jurre 20. 2010
PERMIT APPLICATION
OFFICE USE ONLY
PUBUC WORKS USE ONLY
Concrete (min. 6") y N --..............
"
Asphalt Base (min. 6'') y N '\
\
Asphalt (min. 1 V2'') y N
Length (min. 19') Y N I
/
Width (10' min - 20' max) y N /
I
Existing sidewalk. Y N
l
New sidewalk. Y N \.
. " kJ /..
ADA compliant. Y N ~ /fI.
/
Expansion material required. y N {
\
Contiguous parking pad. y N \.
\
Triangular flare (3'W x 7'L) y N \
\
Visibility triangle o.k.? y N J
/
Side set back (3' min. R.O.W.) Y N /'
/'
Plan Review Fee
Permit application approved by:
Date:
Page 3 of 3
1430 West Peachtree Street, NW
Suite 200
Atlanta, GA 30309
t: 404601 4000
f: 404 601 3970
GreenbergFarrow
ATLANTA
NEW YORK
CHICAGO
LOS ANGELES
BOSTON
DALLAS
NEW JERSEY
ST. PETERSBURG
January 2, 2008
Mr. Shane LeBlanc
City of Zephryhills
53358th Street
Zephyrhills, Florida 33542
Re Driveway Permit Application - NAPA Auto Parts - 6901 Gall Boulevard
Dear Mr. LeBlanc:
Enclosed with this letter is our application for a Driveway Permit and its supporting documentation. Upon your review of the
enclosed documents, you will see that we intend to utilize the existing driveway at this site and accordingly do not anticipate
doing any work in the Right of Way.
Thank you in advance for you help with this review and, if you should have any questions or need any additional information
please do not hesitate to contact me at your leisure.
Happy New Year!
(
01 Formal Letter 07.01.05 P:\2007l200702080\999 General Correspondence\200702080 Formal Letter from Karla J. Sherrell to Mr. Shane LeBlanc 2007-12-27 A.doc
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SEE DETAIL SHEET C':"6.1
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- -:- ----r - - __ r.:: - 1- - ,... 87.00 - -
-- .... I 10' DRAINAGE d. 85.00 ___-86.0(}- - --------
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. ~~.45~:s:i:5.53F:lt~nt .... ,. '. - - - B6.7~~ ~--
HANDICAP N89"5?' 4 ?"W
RAMP AT CURB 346.97
RETURN. SEE
DETAILS IN
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GENERAL GRADING/DRAINAGE NOTES:
1. ALL GRADING AND SITE PREPARATION SHALL CONFORM WITH SPECIFICATIONS CONTAINED
IN THE GEOTECHNICAL REPORT.
2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE
CllY lATEST CONSTRUCTION SPECIFICATIONS AND DETAILS.
3. PRIOR TO ANY EXCAVATION OF THE PROJECT SITE, THE CONTRACTOR SHALL NOTIFY THE
CllY 48 HOURS PRIOR TO THE START OF CONSTRUCTION.
4. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS AND
STAKES.
5. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS.
6. FIELD VERIFY LOCATIONS, SIZES AND IF APPLICABLE INVERTS OF EXISTING UTIUTIES FOR
PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION.
7. LOCATE AND PROTECT ALL UTIUTIES ASSOCIATED WITH THE PROJECT PRIOR TO
CONSTRUCTION.
8. INSTALL SILT CONTROL MEASURES BEFORE BEGINNING SITE WORK. THESE MEASURES
SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.
9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STORM
WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS.
10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING.
11. CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 2:1.
12. ALL EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL,
REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTION
FILLS, AND THE FINAL SHAPING AND TRIMMING TO THE THE LINES AND GRADES SHOWN ON
THE PlANS.
13. ALL TREES, BRUSH, AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL SHALL
BE REMOVED, UNLESS OTHERWISE SPECIFIED, AND DISPOSED OF AT AN Off-SITE LOCATION,
WITH THE EXCEPTION THAT ENOUGH TOPSOIL SHALL BE RETAINED FOR RESPREAD AND
GENERAL lANDSCAPING. AREAS WHICH ARE TO BE FILLED SHALL BE COMPACTED TO A
MAXIMUM DENSIlY OF 95% AS DETERMINED BY THE MODIFIED MSHTO COMPACTION TEST IN
THE PAVED AREAS AND 85% IN THE OTHER AREAS.
14. STRIP AND STOCKPILE TOPSOIL SPREAD FOUR (4) INCHES MINIMUM OF TOPSOIL ON
lANDSCAPE AREAS AND REMOVE EXCESS TOPSOIL FROM SITE. PREPARE SUB-GRADE FOR
PAVEMENT AND CURBS AND BACKFILL CURBS AFTER CURB CONSTRUCTION.
15. PROVIDE SUPPLY OF TOPSOIL FOR lANDSCAPE CONTRACTOR FOR INSTALlATION IN ALL
lANDSCAPE ISlANDS.
16. PROVlDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE
PAVEMENT SHOULDERS AND DffiNllON AREAS.
17. ALL EARTHWORK AND BASE COURSE FOR THE PARKING AREA SHALL BE COMPACTED TO A
MINIMUM OF 95% MODIFIED lABORATORY DENSllY. CERTIFICATION SAID COMPACTION SHALL
BE SUBMmED BY THE CONTRACTOR TO THE ENGINEER, OR HIS/HER REPRESENTATIVE, PRIOR
TO THE PlACEMENT OF THE BASE COURSE MATERIAL BOTH PROOF ROLLING AND
COMPACTION TESTING MUST BE APPROVED AND WITNESSED BY THE ENGINEER OR OWNER
REPRESENTATIVE.
18. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL SHALL BE INSPECTED AND
APPROVED BY THE ENGINEER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE
AND SURFACE COURSES THEREON.
19. CONTRACTOR SHALL PROVlDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH BASINS.
AREAS OF SURFACE PONDING SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL
EXPENSE TO THE OWNER.
20. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE
CONTRACTOR, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR NN REGRADING OR
REPAIR TO MATCH ORIGINAL EXISTING CONDITIONS.
21. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR
THE SAR1Y OF PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH ALL O.S.H.A AND
LOCAL REGUlATIONS.
22. STRUCTURES FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THESE IMPROVEMENT
PlANS AND THE APPLICABLE STANDARD SPECIFICATIONS. WHERE GRANUlAR TRENCH BACKFILL
IS REQUIRED AROUND THESE STRUCTURES, THE COST SHALL BE CONSIDERED AS INCIDENTAL
AND SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE STRUCTURE.
23. CONFlRM INVERTS OF ALL EXISTING STORM INLETS AND SANITARY SEWER MANHOLES
BEFORE COMMENCING CONSTRUCTION.
24. ALL STORM SEWER LINES 18--54- DIAMETER ARE TO BE REINFORCED CONCRETE PIPE
ACCORDING TO ASTM C-76 lYPE III, UNLESS OTl1ERWISE SPECIFIED ON PlANS.
25. A GEOTEXllLE MATTlNG (lANDLOCK TRM 450 OR EQUIVALENT) SHALL BE USED FOR
EROSION CONTROL AN ALL SLOPES GREATER THAN 3H:1V.
26. DRAINAGE STRUCTURES AND DETENTION POND SHALL BE MAINTAINED BY PROPERlY
OWNERS.
27. CONTRACTOR SHALL ADHERE TO PROPOSED GRADES ALONG CREEKS, ESPECIALLY IN
THE AREA OF THE PROPOSED DETENTION POND. IF AREAS ARE DISTURBED BEYOND
PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ANY PENALTIES INCURRED.
28. ALL PROPOSED SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADED ELEVATIONS AT
EDGE OF PAVEMENT AND/OR GRADE BREAKS, UNLESS OTHERWISE NOTED.
28. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
:-: XXXX EX
:-: XXXX FG
:-: XXXX TC
:-: XXXX TW
:-: XXXX SN
:-: XXXX G
PVC 0 0.75%
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WYE CONNECTION
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WITH CLEANOUT
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INY ELEV.= 87.04 .
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COORDINATE ROOF'
DRAIN CONNECTION
LOCATIONS WITH
ARCH. PlANS lYP
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-INLET TOP lYPE 4 WITH lYPE P BOTTOM. SEE CML DETAILS.
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----
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SECTION A-A
WHEEL~HAIR RAMP IN SI~EWALK
AT CURB RETURN
N.T.S.
PROPERlY LINE
PROPOSED CURB & GUTTER
PROPOSED CONTOUR
PROPOSED STORM SEWER PIPE
24 HR EMERGENCY CONTACT:
FRANK DEL CASALE: 770.956.2609
DRAINAGE SLOPE AND DIRECTION
EXISTING SPOT ELEVATION
FINISHED GRADE
TOP OF CURB
TOP OF WALL
TOP OF SIDEWALK
GUTTER
GRADE BREAK / SHALE
48 HOURS BEFORE YOU DIG
CALL SUNSHINE
1-800-432 -477
IT's THE LAW IN FLORIDA
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FOR SINGLE ROUND CONCRETE PIP'E. SEE CIVIL DETAILS.
G14 MATCH EXISTING ELEVATION
PROPOSED LEGEND:
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20
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Greenbergfarrow
1430 W. Peachtree St. Ste. 200
Atlanta, GA 30309
t: 404 601 4000 f: 404 601 3990
PROJECT TEAM
;:~
OJ
COPYRIGHT NOTICE
This draw'ng is :he property of the oboye
referenced Professional and is not to be used
for a'iY purpose other than the specific
project and site na'1'1ed hereir, ard carrot
be reprodl~ced ;n ony monner without :re
express w:itten permiss;on from the Profess;onal
ISSUE/REVISION RECORD
DATE DESCRIPllON
07/27/07 SUBMITTAL TO CITY AND S~D
08/20/07 2ND SUBMITTAL TO CITY
08/29/07 2ND SUBMITTAL TO S~D
10/12/07 3rd SUBMITTAL TO S~D
11/21/07 3RD SUBMITTAL TO CITY
....v_
"
-~;~ .
")~'J07
CERTIFlCATION OF AUTHORIZATION
, NUMBER: EB0007559
JOHN NOURZAD
PROFESSIONAL ENGINEER
LICENSE NO. 53398
,',
.",,;to,'
r:~
PROFESSIONAL IN CHARGE
JOHN NOURZAD
PROJECT MANAGER
KE.V1N PRUEMER
QUALITY CONTROL
ROD ABN EY
DRAWN BY
JOSH YOO
PROJECT NAME
NAPA
ZEPHYRHILLS
1
..
"
ZEPHYRHILLS
FLORIDA
6855 GALL BOULEVARD
(A.K.A. U.S. HWY_ 301)
PROJECT NUMBER
20070208.8
SHEET TITLE
GRADING PLAN
SHEET NUMBER
C-3.0