HomeMy WebLinkAboutSUBMITTED PAPERSDATEFILED:
PLAN REVIEV�—FEE- RECEIPT NO.: NUMBER: 0
CONCURRENCY RECEIPT NO.: ERT. CAP. NO.:
1SrfBE C , OMPLETE & VILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS"D"ION
2300 Virginia.Avenue
Ft. Pierce, FL 34982-5652 r)
772-462-1553
"Cie C,),
"7tv
APPLICATION for BUILDING* PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: ;4�4 A, VA,,A-1
2. PROJECT NAME: - SITEPLANNANE:
All
3. PROPERTY TAX ID #: "g-R -000-29-
4. LEGAL DESCRIPTION (attach extra sheets if necessary): _9 a*16,-An-
Al 3 J1
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRESISQ FT.): LOT DIMENSIONS:
d:�i &- I- d-S
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY:
11. SETB&k�- �AdTUAL) FRONT: BACK: RIGHT SIDE:'. UFT SIDE:
12. 4ME OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION
RESIDENTIAL COMAERCIAL INDUSTRIAL
OTHER(SPECIFY)
13. DESCRIPTION OF PROPOSED USE: s t—f
14,0 SQ. FT OF CONSTRUCTION: I I Y ol 97 15. SF. FT Ist FLOOR.
16. & VALUE OF CONSTRUCTION: $ ep e-:,
The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice ofCommencement must be submitted vwiththis application.
SLCCDV Form No.: 001-02
UPDATED 6125/09
OWNER INFO
SNAME: Zel-o
-wff0%10 %-
p CITY: 4ro — 7 57 - STATE: /--A— ZIP: -�l I;r 7 1-11 Gl—
#PHONE (DAYTIME): C-Z;�7 Y�:;7 Email:
IF TTIE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FELL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE- ZIP:
PHONE (DAYTIME): C_)
CONTRACTOR INFORMATION
ST. of FLREG.CERT #:
BUSINESS NAME:
QUALIFIERS NAME:.
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): C__) FAXNO. Email:
11 .
ARCHIT/ENGINEER- SI'le'r ,go
ST. LUCIE COUNTY CERT #:
CITY: V0 ^ 'e", STATE:
PHONE (DAYTIME): 177
0 Q F!:: 3.;t
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
Lar. %--1 Ir / —
STATE: ZIP:
ADDRESS:
Cr.rY: STATE: ZIP:
IMPORTANT NOtICE: When a permit is issued and it is not picked up within 60 days after notification
it wifl be voided and returned to you by maiL
i
F-� 11
OFFICE USE ONLY BP#:
SECUON
TOWNSHIP
RANGE
4o
m"No-
ZONING
LAND USE
LOT CVG %
TAZNO.
FLOOD ZONE,
/X
FIRMMAP #
IST FIR ELV
MAXHGT
CONST TYPE
OCCUP TYPE
MAXOCCUP
# OF FLRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLrr
LOT SPLIT
Before 111990
After 111990
REQUIRED
APPROVED
REPORT
CODE
HABITABLE
AREA
RADON
FEE
PERMIT'
FEE
(RADON
LIBRARY
PUBLIC DID
PUBIC BID
PARKS
IMPACT
IMPACTFEE
BRACT
BRACT
FEE
CORRECTION
FEE
FEE
GENERAL
.
SCHOOL
CREDIT -
Y
N
L AWENF
IMPACT
IMPACT
BRACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMR41STRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
JSEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
-REVIEW
DATE rvTD
RECE
COMPILE
RMLALS
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand, that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS,,"HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such.
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a Ul concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO ONMER: YOUR FAILURE. TO RECORD A NOTICE OF COWvIENCEMIENT MAY RESULT IN YOUR
PAYING TWICE FOR IM[PROVEMENTS TO YOUR PROPERTY. A NOTICE OF
CONEVIENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE TEE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMNIENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMT, YOU PROMSE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
40AKMOR C09TRIACTOR SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLORIDA I
COUNTY OF ='It Z--Lx c�kp__
The foregoing instrument was acknowledged before
me this _E�Vay of �__TQJL� 20, L
by LIP-0 2) 0
who is personally known or has produced
D L - -, � �-' Q . - < � � rm �ia� i I Ln t- lin""cla i
Signature
Commission No.
STATE OF FLORIDA
COUNTYOF
The foregoing instrument was
me this of
by
sonall 0
who is per 7� wn
Sim"we of Notary
MGELA M. rF
MY COMMISSIO commis., No.
to
t7 12
EXPIRES: , ril 12,2015
Bonded Thru N ry Public Underwriters
ly
�dowledged before
or has produced
as identification.
(Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
Planning.& Development Services Review Comments, for Owner
Building &C ' ode Regulation Division
2300 Virginia Avenue
Fort Pierce, FIL 34982 Page A
Phone: (772) 462-1553 Fax: (772) 462-1578
08/16/2011
LEONARD R BINKOWSKI
ill- BANYAN DR - I
PORT STYUCIE, FL .34952-2304
Permit.Number: 1107�0152
As of today's date your Contractor is. being notified along with yourself that thereferen'ced building permit has some
issues listed in the comments below.
We have asked that these issues be dealt with as quickly as, possible so that we- are able td continue to process this
permit in'a timely manner.
This information is being shared w6th you so you are aware of the status of your permit.
PROPERTY INFORMATION
BANYAN
PORT ST LUCIE 34983
APPLICATION INFORMATION
Permit. Number: 1107-0152
Activity Type: Renovation
Permit T�ylp e: Building (Miscellaneous)
REVIEWS AND COMMENTS
Review TV status
Documents Missing Pending
DTZR
CONTRACTORS INFORMATIOA
Application Type: Building Permit w/o subs
OtherActivity:
Stories I
Reviewed By Date Started Date Complete Date Released
Angela Huff
07/13/2011 1 Comment NEED NOC
Review Type Stato Reviewed By Data Started Date Complete Date Released
Front Counter Review Complete Angela Huff 07/1312011
Review Type Status Reviewed By Date Started Date Complete Date Released
Plans Examiner Review Pending DaveJohnson 08/1612011
08/16/2011 1 Comment ENGINEER DID NOT PUT EXPOSURE CATAGORY ON WIND LOAD CERT
08/16/2011 2 Comment NOA FOR HARDI PLANK dALLSFOR 5/8" PLYWOOD. PLANS SPEC 15/32" PLYWOOD
Review Type Status Reviewed Data Started Date Complete Date Released
To Be Review by Plans Exan Complete 08/1612011
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
'Fort Pierce, Florida 34982
(772) 462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors.'. ;:.You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though=-you=du=not- have�a=license. �You=rnust: provide AirectTon-site- supervision�of-the- construction- ypj�rpelf You
rhaybuild or improve farm outbuildings', a one4ainily or-two4amily-resideilcicLor-a izommercial building at a cost of
under $75,000.K- The. -building. or, residence-intLat-be--fary --- wri-L anc It -may not -be -built- or-- substantially
out Q-- Qccup
impro �,�-ff-dffal&bfI-easu.-If-yo uffding-youhave-bui]t--or-sub . sta . ntiaHy�-improved-your-self-within---
one year after the- construction is complete, the law w ill presume that you built or* substantially improved it for sale
or lease, which- is - a- violation of this -exen�ptiori. -You ma not hire. an unlicensed person to act as your contractor or
bo -'Id'n----*- responsibility-t-c� mmkie-sure t1fat peopleeftiployed by you
to, su ervise people working on yopr ui i g; it is y
p
have licenses required by state law and by - county or -municipal licensing --ordinances-. -Y- ou may--not-delegate the -
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work -under Your direct supervision and must be
employed by yod, which means -that you rhust -&(Fdii-c-t-F.'I-.C.-A.--d.fid--w-ithIFold*-mg--taX -and- provide workers'
-abV
compensation for that employee, all as prescribed bylaw. Your construction must comply with all applic I aws,
ordinances, building codes, and- zoning regulations. - - - InitiaL
I understand that the building official and inspectors are not there to design or give advice on-Ifowt cet—
the- minimum code; Initial trivk
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liab.,�
le, Ora
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate in ' I
cost, which could include loss of wages during recovery from their injury. Init W, - -----
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above. �
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the ownerlbuild'er exemption shall be reported by the Building and
Zoning Department to the Florida State Department of Professional Regulation. S* d and
Jr/ af k4nowledW oi this
n
day of of 20
wW4ner/Buildcr Signature
STATE OF FLORIDA
COUNTY OF
Th foregoing iimtrumeAt was ackn led e efore me this _J
-L�day of 20 —
who is personally known to me, or who has
produced UZ FL,,�.AD, (r;;SQ,-M :�J n 1 (7) as identification.
Signature pJ Notary `4 Type or Printyarne of Notary -(Sea])-
Title: Nofty Public Commission Number
ANGELA M. HUFF
MY COMMISSION # EE 0835-30
_P.
EXPIRES: April 12,2015
ry
Bonded Tfiru Nota Public Underwriters
J
Property Appraiser - St.Lucie Co,�,m�y, FL Page 1 of 1
PROPERTY RECORD CARD
Leonard R Binkowski Record: 1 of I <<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
o
Site Address: I 11 Banyan Dr ParcelID: 3419-520-0022-000-2
Sec/Town/Range: 22:36S:40E Account#: 42368
MapID: 34/22S Land Use: SF Res
Zoning: RSA City/Cnty: St Lucie County
Ownership and Mailing Legal Description
Owner: Leonard R Binkowski Leo Binkowski RIVER PARK -UNIT 3- TRACT E BLK 136 LOT 2 (MAP 34/22S) (OR
Address: 111 Banyan Dr 763-1228 : 791-233)
Port St Lucie FL 34952-2304
Sales Information Assessment 2010 Final Total Land and Building
Date Price Code Deed Book/Page 2010 Final: 39000 Land Value: 11900 Acres: 0.28
11/8/1991 29000 00 WD 0763/1228 Assessed: 39000 Building Value: 27100
3/1/1986 51500 00 Cv 0495/1519 Ag.Credit: 0 Finished Area: 1189 SqFt
7/1/1973 27000 00 Cv 0217/0080 Exempt: 25000
Taxable: 14000
Taxes: 290.98
BUILDING INFORMATION
E
Exterior Features
View:
RoofCover:
SA - Asph Shingle
RoofStruct:
HP - Hip
ExtType:
HD+ - HD+
YearBlt:
1969
Frame:
Grade:
D+ - D+
EffYrBIt:
1969
PrimeWall:
BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units:
I
SecWall:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmlntWall:
DW - Drywall
FullBath:
1
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
STD
1/2Bath:
1
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond.
YrBlt. No. Land Use
Type
Measure
2CNT -2CNT
S 1
1 AV AV
1977 1 0100-SF Res
215 -Front Ft
96
SDSF - SITE DEV S-F
y 1
1 AV AV
2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Depth
125
http://www.paslc.org/prc.asp?prclid=341952000220002 7/13/2011
'PERMIT No, 110T015a
Planning & Development Services Department
1L%�' _4
Building & Code Regulations Division..
2300 Virginia Avenue
Fort Pierce, FL 34982
772462-1553
Design Certification for Wind Load Compliance LE CO
This Certification must be completed by the project design architect or engineer. This Certification must be
submitted in duplicate with all applications for building permits involving the construction of new residence
(single or multi- family), residential addition, any accessory structure requiring a building permit, and any
nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior
structural walls, co.lumns or other components are being affected) and certain other minor building permits. For
fiirther assistance, please contact the Building Inspection Office at (772)462-1553
h I f
I A W "r-AthlQrh I r -
Lem gy A3
Project Name
A118 1paL�W-g-
s
Street Address
Permit Number
Occupancy Type
Construction. Type
Certification StatemenV
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
DesiLyn Parameters and Assumptions Used: (Please check or complete the appropriate box.)
I Florida Building Code 20DI Edition with 20 supplementsandASCE 7
2. Building Design is: Enclosed: y"" - Partially Enclosed: Open Building:
3. Mean Roof Height: Roof Pitch: Internal Pressure Coefficient: 01
4. Width of End Zone: Wind Speed: (3 sec. gust)
5. Building Classification Table 1-1. ASCE 7 FBC Table 1604.5 -
M
6. Wind Exposure Classification: kep Adjustment Factor for Exposure & Height: Al
7. Components & Cladding Wind Pressure on Roof Zonell-311 42' Jb ;15 3 —PSF
a
8. Components & Cladding Wind Pressure on Wall Zone 4"� q5 -3 SF
9. Components & Cladding wind Pressure on Overhead Garage Door'3 JDSF
10. Loads: Floor Npr PSF Roof/dead PSF Roof/live PSF
11. Shear Walls Considered for Structure? Yes -zNo _ (if No, attach explanation)
12. Continuous Load Path provided? Yes No (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes V' No (if No, atitach explanation)
as-00 Prar ;71w;-f
14. Minimum Soil Bearing Pressure: Presumptive: R By Test: PSF
As witnessed by my seat I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
,
Name:4 6 0 &,Cert
Design Finn6TTV.M 61 Date:
SLCCDV Form # 02040
Revised 2/27/09 (CL)
Revised 6/11/2010 (IS)
STEVEN G. WOOD, IRE.
MLRCW=34M
No MMTAN DR
FMT ST LUCIE, R%
SEAL
NOTICE OF PRODUCT. CERTIFICATION
CERTIFICATION NO: N10101 17
DATE: 02/12/2010
Structural
CERTIFICATION PROGRAM:
COMPANY: Jeld-Wen
CODE: 104-3
F LE COPY
The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand
portion of this form and a certification label is applied to the product. This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied..
The product described below is approved for listing.in the Directory of Certified Products at
N%,-ww.NAMlCertiflcation.com. Please review, and advise NAMI immediately if data� as shown, requires corrections.
COMPANY NAMEAND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN Exterior Doors
Series "Gladiator/Finishield" In -Swing
3737 Lakeport Boulevard
& out -Swing Opaque 25 Gauge
Klamath Falls, OR 97601
Steel Side Hinged Door
Configuration: X
I/S Frame: W-953mm (37.5") H-2076mm(SI.75")
O/S Frame:W-953mm (37.5") H-2045mm(80.5")
STP: Pos+360OPa(75.Opsf) Neg-360OPa(82.5 pso
L
SPECIFICATION
PRODUCT RATING
ASTM E283-04/E330-02/E331-00
Design Pressure; +501-50 psf
ASTM E1886-05/EI996-05b
Wind Zone 4-Missile Level D
AAMA 1304-02
FER-Passed
Product Tested By:
Report No:
Installation Details:
Expiration Date:
Quality I esting, inc.
SJW2009-198
JWI 52009 (1-7)
December 31, 2013
Administrator's Signature:
NATIONAL ACCIfE-D-ITATION AND
. MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway,.
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
GENERA4NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO
COMPLY WITH THE CURRENT IRC AND FLORIDA
BUILDING CODE (FBC) BASED ON THE SIGNED AND
SEALED DATE. PRODUCT HAS BEEN TESTED TO
ASTM E33D-02. E331-00, E28104, E16815-05, E1996-Ob
6 AAMA 1304-2. WIND ZONE (M) RATING = 4
2. 2X AND IX WOOD DUCKS BY OTHERS, MUST BE
ANCHORED PROPERLY TO TRANSFER LOAD$
TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND
SPACED AS SHOWN ON DETAILS. ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1.
5. SCALE BASED ON I lxl 7 SHEET SIZE.
6. ALL 1X a 2X TO BE D.SS SPECIFIC GRAVITY OR GREATER.
7. WHERE WATER INFILTRATION IS REaD, UNIT SHALL
BE INSTALLED AT LOCATION PROTECTED BY OVER-
HANG SUCH THAT OVERHANG (OH) RAnO -
OH LENGTH / OH HEIGHT IS EQUAL TO OR GREATER
THAN 1.0.
DOOR LEAF CONSTRUCTION;
EET& THE FACE SHEETS ARE GLUED TO
:E AND au8uTR^TF WITH LMC ADHESIVE.
CORE DESIGN: THE CORE CONSISTS OF 1-125 POUND
DENSITY EXPANDED POLYSTYRENE (EPS).
PANEL CONSTRUCT'ION: EACH DCOR.PANEL 18
CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (.018' MIN)
GALVANIZED STEEL THE FACE SHEETS ARE BENT 90* OVER
THE 1.6W X Iff LVL (LAMINATED VENEER LUMBER) STILES
AND TOP RAIL. THE AVERAGE MINIMUM YIELD STRENGTH OF
25 GA SHEET METAL SKIN IS 38,400 psi. THE I.GMI.203'
BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED
26-GAUGF (.01ir MIN) STEEL. THE WOOD LOCK BLOCK IS
1.680* X 3 llr X 12'.
FRAME CONSTRUCTION; THE FRAME JAMBS AND HEAD ARE
CONSTRUCTED OF FINGER JOINTED PINE. THE INSWING
SILL IS COMPRISED OF COMPOSITE MATERIAL VATH
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGI-rr
THRESHOLD. THE OUTSWING SILL IS COMPRISED OF
COMPOSITE MATERIAL WITH ALUMINUM CLADDING. TOP
CORNERS ARE COPED, BUTTED, SEALED USING SILICONE
AND FASTENED USING FOUR is GA. 7/16'X 7 LONG
STAPLES PER TOP CORNER- BOTTOM CORNERS ARE
COPED, BUTTED. SEALED USING SILICONE AND FASTENED
USING THREE la GA_ 7116"X 2'LONG STAPLES PER BOTTOM
CORNER. ALL FRAME JOINERY ARE SEALED AT THE
EXTERIOR USING DOW 1199 SILICONE-
ra
31 lr2MAX - I
OVERALL FRAME WIDTH
35314"MAX'
PANELWIDTH
m
w
2
SINGLE UNIT N
(INSWING IMPACT)
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NOTE:
1. ALL VIEWS FROM INTERIOR.
2 - MASONRY AND CONCRETE CONSTRUCTION.
TAAI F I
DESIGN PRESSURE RATING
DESIGN PRESSURE RATING:
IINSV
SINGLE DOOR ONLY
MING
POsmVF
+50
- NEGATIVE
-60
OUTSWING
POSITIVE
'
I +50
I NEGATIVE
1 -50
P UA
ull
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1 1`7 ym
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7
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i"MIN. 11" ' - 1'MIN
I' IN NOTE 1 MIN. 1" MIN N TE1
N TE2 11"MIN 9 2 1
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SEE DETAILA 12
SHEET 5 12
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SEE DETAIL A 10
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EMB.
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MIN .
�2 WOOD FRAME INSTALLATION E. (�B VERTICAL CROSS SECTION, DOOR n�E-
��MASONRY AND CONCRETE INSTALLATION
STEEL DOOR Pk0l WN MATERIAL (25 GA AWED)
A.W5 COMMERCIAL QUALITY 0,01jr MIN. T"r
INSKNGVlWL DOOR BOTTOM SW9P
CORNER PADS 2'. L=TED AT THE BMTOM OF MH IAMB
SETTING ON TOP OF THE SILL BgMkD THE WEATHERSTRIP
mate"
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VINYL 0
FOAM 9-
2
STEEL
0
e, 0
z
X
NOTE 1: IX MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR
EMBEDMENT DEPTH. INTO MASONRY, CONCREM a on,
IS MAINTAINED
NOTE 2: OPTIONALLY. RNCHOR CAN BE PLACED IN tl*,OF HEAD
ORJAMB
12/18/09
5cNA 3'- 11'
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S. FREY
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14ORIZONTAL CROSS SECTION
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1114 MIN.
1. IX MAYBE UTILIZED ASAN OPTION AS LONG AS MINIMUMANCHOR
—7 FMBEDMENT DEPTH, INTO MASONRY, CONCRETE. OR WOOD,
1
18 MAJISITAINED.
2. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF
114. PT
114' MAX
9 1 2 3
HEAD OR JAMB AS LONG AS MIN. EDGE DISTANCE 196MAINTAINED.
SHIMTHK
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S SEE DETAIL A
EE DETAIL A 10
I,'
SCREW CONFIGURATION.
SHEETS
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vAm NONE
OPTIONAL MASONRY AND CONCRETE
FOR HEADERS AND JAM13S
INSTALLATION
FG.LUBBECK
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NOTE 1
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SEE DE2T�All- A
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10
SEE DETAIL A
SHEET 6 10
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WOOD rRAME INSTALLATION
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MIN MIN
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MASONRY AND CONCRETE INSTALI ATION
(SCALE: 3'-1'-0')
37 11r MAX
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WIDTH
313WMAX
PANEL WIDTH
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19
Is
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NOTE 2 NO'M 2
w L
(E)CrERIOR VIEW)
SINGLE UNIT (X)
OUTSWING IMPACT
(SCALE: 112"'-0')
NOTE 1: IX MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR
EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD,
IS MAINTAINED.
NOTE 2: OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW S&tTION OF HEAD
OR JAMS
NOTE 3: MASONRYAND CONCRETE CONSTRUCTION.
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SEE DETAIL A SHIM
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A � , '�M
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SHEET6 T
114* MAX 1 114'
SHIM MIN. EMS.
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A
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A
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I HORIZONTAL CROSS SECTION
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HoRizoNTAL r-Ross sF
VIEW AT DOOR LATCHISI9k'%-i 5
HORIZONTAL CROSS SECTI
VIEW AT DOOR LATCH/SIDE
(WOOD INSTALL)
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14r MIN.
1. IX MAY BE UnUZED ASAN
OPTION AS LONG AS MINIMUM ANCHOR
-
- -
- -
-
-
-T EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD,
IS MAINTAINED.
2. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF
1 2 3
HEAD OR JAMB AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED.
SHIM THIK
9
3. TAPCON SPACING BETWEEN
ANCHORS SAME AS WO-PD
SEE DETAIL A
10
SCREW CONFIGURATION.
d
SHEETS
I
I I
I I
IZI
OPTIONAL MASONRY AND CONCRETE INSTALLATION
KAM NONE
FOR HEADERS AND JAMES
--G.LUS13ECKE
SEE NOTE 2 & 3. THIS PAGE
81421 hwly
�ov: S. FREY
CiselWorks LLC,
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IDRAVVWDNO�
127 VC Faftenki Ave. Ste. 438
JW152009
. WIMK P&M FL 32789
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NM BPE Cod. of Authoftetkm No. 2&5201
CafficOm No.:
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WNW W.
.944
Date Rer;eWd
-2 -4 )..b
3116'C-SINK. NOTE
1 USE #10WOOD INSTALLATION SCREWW11.5tr MIN. EMBEDMENT
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8, JAMBS.
ci ci
2-USE 3fl6"ITW TAPCON ANCHOR Wl 1 IW MIN.EMBED.
AT SIDELITE SILLS.
>, a:
WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE
'o
DETAIL - A 3 - SCREW AND TAPCON ANCHORS CAN BE EMBEDIED IN EITHER THE 11 fir OR
SCALE: 6P =11.7 314'THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT
IS MAINTAINED.
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SCALE: 6'=i*-(r
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SCALE: 6" =1'-O* 25GA. STEEL
SCALE: 67 =1'-(r
lip
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N
EE
MIAMI-DAD MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street., Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 3 15-2599
NOTICE OF ACCEPTANCE (NOA) www.miamid.ide.gov/building
DAB Door Company, Inc.
12195 NW 98 1h Avenue
Hialeah Gardens, FL 33018 L, E COPY
SCOPE: I
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 Section
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
Section (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
perforin 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 theirjurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section 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: 9'-4"Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/0 1, with last
revision E dated 12/2' )/08, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stairip with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
15
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Mianii-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 ten-ninate 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 renews NOA # 09-0128.04 and consists of this page I and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 11-0119.21
Expiration Date: August 9, 2016
Approval Date: March 31,2011
!o/lo 07/h/ Page I
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/01, with last revision
E dated 12/23/08, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed
and sealed by Javad Alunad, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/08, signed and sealed
by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc,, dated 12/23/08, signed and sealed by Candido
F. Font, P.E. "Submitted under NOA # 09-0128.04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98,
signed by W. A. Jackson, P.E. "Submitted under NOA # 03-0210.04"
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miarni-Dade Building and Neighborhood Compliance Department (BNC)
o �310 7/l/
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 11-0119.21
Expiratimi Date: August 9, 2016
Approval Date: March 31, 2011
E - I
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoarn, LLC, for their
Insulfoam. Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on
11/29h2.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on
08/27/08. -
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
.01/11/12.
"Submitted under NOA # 05-0228.02 "
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM GI 55 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-AO02, dated 09/27/04, signed and sealed by Rafael
E. Droz-Seda, P.E.
6. Test'Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T25 1, dated 11 /29/04
signed and sealed by 1. Ghia, P.E.
7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
I Statement letter of code conformance to 2007 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 09/09/10, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. Notice of Acceptance No. 09-0128.04, issued to DAB Door Company, Inc, approved
on 03 )/18/09 and expiring on 08/09/11.
Carlos M. Utrera, P.F_
Product Control Examiner
NOA No. 11 -0119.21
Expiration Date: August 9, 2016
Approval Date: March 31, 2011
E -2
DOOR HEIGHT
CONSISTS OF
6'-6-
2 SECTIONS 18"
2 SECTIONS 21"
6'-g"
1 SECTION 18'
3 SECTIONS 21"
7'
4 SECTIONS 21
7'- 3"
7'-6-
5 SECTIONS 18"
-
7'-9" 14
SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21"
8'-3"
2 SECTIONS 18"
3 SECTIONS 21"
8'-6-
1 SECTION 18'
4 SECTIONS 21 -
a.-9.
5 SECTIONS 21"
-
9'
6 SECTIONS 18"
-
9'-3-
5 SECTIONS 18"
1 SECTION 21"
g'-6"
4 SECTIONS 18"
2 SECTIONS 21
91-9..
3 SECTIONS 18"
3 SECTIONS 21
10,
2 SECTIONS 18"
4 SECTIONS 21
10'- 3"
1 SECTION 18"
5 SECTIONS 21
10'-6"
6 SECTIONS 21"
-
lo,-g,,
6 SECTIONS 18"
1 SECTION 2 1
11,
5 SECTIONS 18"
2 SECTIONS 21
1 l'-3"
4 SECTIONS 18"
3 SECTIONS 21-1
11'-6"
3 SECTIONS 18"
4 SECTIONS 21 "
ll,-g,,
2 SECTIONS 18"
5 SECTIONS 21"
12'
1 SECTIONS 18"
6 SECTIONS 21
12'-3"
7 §ECTIONS 21"
-
12*-B'*
6 SECTIONS 18"
2 SECTIONS 21"
12'-9"
5 SECTIONS 18"
3 SECTIONS 21"
13'
4 SECTIONS 18"
4 SECTIONS 21 "
13'-3"
3 SECTIONS 18"
5 SECTIONS 21"
13'-6"
2 SECTIONS 18"
6 SECTIONS 21 "
13*-9"
1 SECTION 18"
7 SECTIONS 21"
14'
8 SECTIONS 21"
-
14'-3"
6 SECTIONS 18"
3 SECTIONS 21
14'-6"
5 SECTIONS 18"
4 SECTIONS 21"
14'-9'*
4 SECTIONS 18"
5 SECTIONS 21"
15'
3 SECTIONS 18"
6 SECTIONS 21"
15'-3"
2 SECTIONS 18"
7 SECTIONS 21"
15'-6"
1 SECTION 18'
8 §ECTIONS 21
15'-9*'
9 SECTIONS 21 "
-
16'
6 SECTIONS 18"
4
7-1/2" X 3" X .071" GALV. STEEL X
END ROLLER HINGE--Z-
W/ (6) # 14 X 5/8" SMS 00
00
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO—PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
6" X 3" X 0. 1 "
STEEL PLATE
WITH (2) #14 X 5/8- SMS
. . I
CLIS
01
H
.071 X 7-1/2"
GALV. STEEL
CENTER HINGE
W1 (4) #14 X
1/2" SMS
LOCK
2/ DOOR
I" W X .15" THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) # 14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
ro-
FIJI---
m
�A
0
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X DID"
'T'Z
STEEL PLATE
WITH (4) #14 X 3/4- SDS
END STILE
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
4 ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALTERNATE TO LOCKS SHOWN ABOVE
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS To BE INSTALLED AT
CENTER STILE CENTER STILE '
A n
0
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>
PTIONAL VENT L A
5*' WIDE AT 7" O.C. MAX.
ENING AREA NOT TO EXCEED
20 SQ. IN. COLONIAL DESIGN
MAX. DOOR -WIDTH
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
1
2. ANCHORS SHALL 13E AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 13EYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER. THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
.1
DAB DOOR MODEL 824
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
DESIGN PRESSURE RATING = + 50.0 PSIF
— 60.0 PSIF
I THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACTI
CIVIL
FLA. PE # 70592
C.A.N. 3538
E P 1144. 2 0 10
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FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEE T 4
SOUTHERN PINE
0.55 S.G. EDG /DIST.
s 4
1 1/2" MIN.
1-3/16"
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
2-1/8" X 1" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWE
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1-5/8" LAC SCREW INSTALLED -IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED)
ONE PER BRACKET POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
#14 X 5/8- SMS 3/4" X 2" X 2-1/2" X 18 GA. STEEL
6 PER HINGE END STILE. CONNECT TO PANELS WITH
1/2- X 1-3/4" X .059- FORMED STEEL FLAPS AND 3/16" ALUM RIVETS
F GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
I END STILE WITH 3/16" POP RIVETS @ 12- O.C.
1-7/8" X 2-5/8" X .045" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16- RIVETS
# 14 X 5/8" S.M.S.
4/ HINGE
7-1/2" X .050" GALV. STEEL
CENTER HINGE
7/16" PUSHNUT SECTION Q=L3
INSTALLED ON.ROLLER SHAFT
INTERIOR SIDE
EDGE
DISTANCE
POP RIVETS��
7-1/2" X Y X .071
END ROLLER HINGE
1.82" DIA. X .50"
NYLON/STEEL ROLLERS
W/ .44 DIA. X 4-1/4" STEM
24 GA. STEEL PANEL
3/16" ALUM RIVETS-,
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
@ 4" O.C.
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ANCHOR TYPE A OR B
(1) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
1/4-20 SS BOLT & NUT
CIVIL
FLA. PE # 70592
C.A.N. 3538
I� I
-SEP 14 2010
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POP RIVETS
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GALV. STEEL
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (6) # 14 X 5/8" S.M.S.
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4" HEX HEAD
'���<M. SCREWS & NUTS.
SECTION A —A
X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
-1/2" X 4-1/4" X 13 GA. STEEL PLATES
'D TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS 2" X 5-1/2" X .104"
GALV. STEEL
FASTENED W/ (4) # 14 X 5/8- S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
BY *DYPLAST PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #07-1107.08
OR
ISO-25 POLY- ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07-0301.10
OR
BY 'INSULFCAM LLC'
DENSITY = 0.92 PCF
N.O.A. #07-1016.07
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #14 X 5/8" SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMS
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. @ 48" D.C.
AND RUBBER WEATHERSTRIPPING
I-
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0 m
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXREEDING 8 FT. IN HEIGH
A
A
HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" D.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W1 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK___�
2-1/8 X 1 " X .080"
SECTION A —A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
5TH
81
B2
B3
84
B5
136
137
138
6'- 0 "
18"
18"
'18"
18"
N/A
1 "
11 -3/4"
23"
34"
45"
56"
67"
-
6'- 6 "
21"
18"
18"
21 "
N/A
I "
11 -3/4"
23"
34"
45"
56"
67"
-
7'-0"
121"
21."
21 "
21 "
N/A
I "
11 -3/4"
23"
34"
45"
56"
67"
7'-6"
18"
18"
18"
18"
18"
1 "
11 -3/4"
23"
34"
45"
56"
67"
8'-0"
121 "118"
18",18"
21 "
I "
111-3/4",
23"
. 34"
45"
56"
67"
*- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9" X 2.19" X 3.3" X .090"
STE L TR K BRACKETS
2;3/16" HIGH
m CONNECTED TO TRACK WITH
1/4- BOLTS & NUTS.
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mi
m
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TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT
LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAD
CIVIL
FLA. PE 111 70592 PAODUCT IMNEW91D
C.A.N. 3538 as ammoyft Vft to Fk"
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drowing no.
01-09
sheet 3 of 5
5/16- X 1-5/8"
1 Arl 0�0r-C
WOOD FRAME BUILDINGS
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY AbEQUACY OF THE
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL 13E ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
20" O.C. INTO BLOCK WALL. WITH 2-1/4" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4- TAPPER BY 'POWERS' WITH SPACING OF
14" D.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8- CONFLEX BY 'ELCO' OR
3/8" LDT BY -ITW- WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE. WITH 2-1/2" MIN. EMBED
2" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI- WITH SPACING OF
17" O.C. INTO BLOCK WALL, WITH 1-1/4- MIN. EMBED, 4" MIN. EDGE DIST.
18" O.C. INTO 3000 PSI CONCRETE. WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHER
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16- DIA. BOLTS
WITH WASHER & NUT
AT 12" D.C. MAX.
111 1-1/4" X 2-1/2" X 14 GA
1-1/2" -CONT. STEEL ANGLE
12 CA. GALV. STEEL
FLAT BRACKETS ±3" LONG
AT 12" D.C. IN DOOR OPNG.'
AT 18" D.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3/8" HLC SLEEVE BY -HILTI'
CONC.
1::1/4"
8"
1-5/8',
3Z8" HLC SLEEVE BY -HILTI-
FILLED BLOCK
1-1/4"
8"
4"
CONC.
1- 1/2"
8"
2"
3/8".DYNABOLT BY 'ITW'
FILLED BLOCK
1-1/2"
8"
3-3/4"
BOLT BY 'POWERS' I
CONC.
2 .1
8"
1-7/8"
kLL
CONC. 1
1-1/2"' 1
8"
1-7/8"
EDGE
CONCRETE Vc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN
2-1/8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-2OX5/8" TRUSS HID.
SLOTTED M.S. & LOCK NUT
ALTERNATE TRACK INSTALLATIO
CIVIL
FLA. PE # 70592
C.A.N. 3538
P 14 2010
PRODUCT RENEVAD
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01-09
sheet 4 of
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8 X 3/4" SIMS
@ 3/8" FROM ENDS
AND 7" D.C. MAX.
(4) #8 X 3/4" SMS
0 1-3/8" FROM ENDS
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#8 X 3/4" SMS
@ 3/8 FROM ENDS
AND 7" D.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
#8 X 3/4- SMS
@ 3/8- FROM ENDS
AND 471/2" O.C. MAX.
DOOR PANEL
24 GA. (.024) STEEL MIN.
Ee
PLASTIC COMPLIES WITH
SECTION 2612 OF FBIC 2007
SEE EVIDENCE. PAGE
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
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Engr: JAVAD AHMAD In
CIVIL 0 3
I <
2:
FLA. PE # 70592 wis 111111.0
C.A.N. 3538
1b
sy drawing no.
01-09
S 114 '2010
(sheet 5 of 571