WS-10-73 � 3
.° Miami Shores Villages � Clir s
10050 N.E. 2nd Avenue � g
V31 ;
" Miami Shores, FL 33138-0000
E
Phone: (305)795 -2204
i3M Expiration: 0810212010
Project Address Parcel Number Applicant
95 95 Street 1132060130730
Miami Shores, FL 33138- Block: Lot: DAVID ROMANIK
Owner Information Address Phone Cell
DAVID ROMANIK 95 95 Street
MIAMI SHORES FL 33138 -2706
Contractor(s) Phone Cell Phone Valuation: $ 700.00
HOME OWNER
Total Sq Feet: 0
Type of Work: GARAGE DOOR For Inspections please call
No of Openings: 1 (305)762 -4949
Additional Info: IMPACT Available Inspections:
Classification: Residential Inspection Type:
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $0.60 WS -1 -10 -36835 $ 117.60 $ 67.60
Education Surcharge $0.20
Permit Fee $110.00 WS - 1 - 10 - 36835 $ 117.60 $ 117.60 $ 0.00
Scanning Fee $6.00
Technology Fee $0.80
Total: $117.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated
February 05, 2010
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
February 05, 2010 1
�' Miami Shores Village
\.4N ;1 RECENED
Building Dep artment
z 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��� 1 201
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING P ermit No.
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type BUILDING ROOFING -
Owner's Name Fee Simple Titleholder
( P ) I � Phone # O
Owner's Address q 5 wE, q!5 a+
City /tw,m State Zip
Tenant/Lessee Name Phone #
Email
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO Flood Zone
Contractor's Company Name jNjfl 4 ®F_C Phone #
Contractor's Address
City State zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Contact Phone E -mail
Architect/Engineer's Name (if applicable) il'/Iyl UP Phone #
0 or or t is ermi /(. Square / Linear Footage Of Work:
Type of Work: DAddition []Alteration New j&Repair4Eepla ❑ Demolition
Permit Fee $
Submittal Fee
����
�` $ � 1(„ ,, > A60 CCF $ CO /CC .$
C i W
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ I Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ (0 e ' LOU
See Reverse side -�
i
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspectio wt of be approved and inspection f will be charged..
Signa a Signature
Owner or Agent Contractor
r-r Ar .r t &-f—
Q in? D ent was acknowledged before me this �'S The foregoing instrument was acknowledged before me this
!-� w;.
day of �'�.`���byo T�A�J 1 �✓ ''(. ..d X 20 by
who is personally known to me or who has p4j sFrS � , who is personally known to me or who has produced
As identificatic end who d41e&p oath. as identification and who did take an oath.
NOTARY PUBLIC: �y5 0e ;� NOTARY PUBLIC:
Sign: m o �-' • `► Z Sign:
Print:, �'��!? Print:
My Commission Expires: �����N 1 n t n ► ► ++ + +��\`` My Commission Expires:
• ��rt** �rs�x�* xrar* x: � � ���r�r�r��e�iF'# �r ��t���r� ��rx* u�� �x* �• x��r* �r*, ��* �a*• x��r, �** �r• x, �, r, �, a*, �, ���r�c�s��e* �r�r��, �, �a��c�r, �* *�r *��rr��r�ua� *t,u�•��,�ae,�,u
f ,. � �;°® I
APPROVED BY Plans Examiner Zoning
Engineer Clerk checked
(Revised 07 /10 /07)(Revised 06/10/2009)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNS BUILDER DISCLOSURE STAtEMENT
NAME: DATE:
ADDRESS:
Do hereby petition the village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a pemtit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a
commercial building at a ibst of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which Is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings odes and zoning regulations.
Please read and initial each paragraph. ,
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
R
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she Is responsible for the
construction and is not hiring a IPcertsed contractor to assume responsibility.
infti al-L� Q —
3. 1 understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed 'm Florida and to list his or license numbers on
permits and contracts.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or oc cupaticy. it may
not be built or substantially improved for sale or lease. if a building or residence that I have bulk or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially
improved it for sale or lease, which violates the exemption.
InWai
5. 1 understand that as the owner- builder, I must provide direct, orsite supervision of the construction.
Initial
6. . 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by dew and by county or
municipal ordinance.
Initial
i
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowners insurance may not provide coverage for those injuries. I am wUftlly acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initia
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done. Any person working on my building who Is not license_ must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk.
Initial �
9. 1 agree that, as the party legally and financially responsible for this propose construction activity, I will abide by all applicable
laws and requirement that govern owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initia
10. 1 understand that I may obtain more information regarding my obligations'as an employer from the Internal Revenue Service, the
Unite States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 may contact the
Florida Construction Industry Licensing Board at 850 .487.1395 or http : /ANww.mvkWalicerse.comldbot /ono /dibrn
Initial lo-
11. 1 am aware of, and consent to; an owner - builder building permit applied for in myname and understands that I am the party
legally and financially responsible for the propose construction activity at the following address:
Initia
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
have provide on this disclosure.
Initia
License contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Ucensing Board and Department of Business and Professional Regulation may be unable to
mist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that If an unlicensed contractor or employers of an individual or firm Is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be complete and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is require when
the permit is issued.
Was acknowledged before me this day of _ . 20 10
who was personally known to me or who has
Produced there License or 2 �� 6 0
Produced
.nhnd n A . 1
AAA 1"AA8 Iliko I
OWNER NOTARY
TEiFr��
R'OTARV rr.B� u QZ11ds
I371i�'
011
#� X 23, - 4 iC
RIIATLA�TIC BONDINGCO.,L.G
BONDED TV-
F X )(j , ® 05
�SNRs M iami S hores V illage
logo n „ Building Department
10050 N.E.2nd Avenue
.. mo t Miami Shores, Florida 33138
Tel: (305) 795.2204
4P R Fax: (305) 756.8972
Permit No: 10 -7-f
Job Name
2009 Page 1 of 1
Bu Critique Shee
� /
c /O� .® L r��Gr�`
C F ;
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
01/26/2010 10:52 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM001
* * T% REPORT sss
TRANSMISSION OR
T% /R% NO 4564
RECIPIENT ADDRESS 918667554301
DESTINATION ID
ST. TIME 01/26 10:51
TIME USE 00
PAGES SENT 1
RESULT OA
FAX JOT- S �`
� ®� M iami h®rea Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
ORR Fax: (305) 756.8972
Permit No: 10 -;
Job Name
2009 Page 1 of 1
c/ Building Critique Sheet or
JAN 2 7 2010
January 26, 2010
BY:
Village of Miami Shores
Building Department
10050 Northeast 2nd Avenue
Miami Shores, Florida 33138
RE: Garage Door Replacement
Romanik Residence
95 NE 95 Street
Miami Shores, FL 33138
To Whom It May Concern:
Below please find the location and maximum positive and negative pressures for
the garage door replacement at the above reference residence as calculated by
myself.
2Me 0 totp) LO A
Please feel free to contact me should you have any questions or concerns at
305.785.7944.
ll �espectfu#y.'
Miami Shores Village
N{ APPROVED BY DATE
Merrill Roman�k, AIA, LEED AP ZONING DEPT
AR #0015,810
1018 NE Little River Drive BLDG DEPT
Miami, FL 33138 SUBJECT TO COMPLIANCE WITH ALL FEDEM&
STATE AND COUNTY RULES AND REGULATIONS
i�.
�l ���,,, - m. caoc�ma �,
OQMI-��E _� CO , FLORIDA
METRO -DADE FLAGLER BUILDING
r BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode
DAB Door Company, Inc.
12195 NW 98 Avenue
Hialeah Gardens, FL 33018
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
J�i*sion that this product or material fails to meet the requirements of the applicable building code.
• •Thisprodu ft js.Vproved as described herein, and has been designed to comply with the Florida Building
. JQQ11, incluQing the High Velocity Hurricane Zone.
• 1)E9CRIj'aQj: 9 x 16'High Steel Sectional Garage Door w/ Window Lite Option
• • • • • ; 4Pj ROV^.POCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door"; dated 02/01/01, with last
!•vision E MIM 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by
• tR1mgyo1u?t j Ugdq, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of
• • • • • • AcceptancQ tuunber and expiration date by the Miami -Dade County Product Control Division.
•; • • • • . ,rILE'IItfhCT .RATING: Large and Small Missile Impact Resistant
• ••
• •, ELM! Erich unit shall bear a permanent label with the manufacturer's name or logo, city, state and
'Wiowing statement: "Miami -Dade County Product Confrol 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. sip 0 0 , • • •
INSPECTION: A copy of this entire NOA shall b e pry ijej tideLser b)£the manufacturer or its
distributors and shall be available for inspection At th4 j0 %ftt gtjhe�Auesj of the Building Official.
This NOA revises NOA # 05- 0915.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as
approval document mentioned above. I. ", 0 0@0
The submitted documentation was reviewed bf Carlos M. litrero, P.E;
.. . •• . •
NOA No. 09- 0128.04
MIAMI•DADE COUNTY • . s •: • : •: •: 0 Expiration Date :.August 9, 2011
' Approval Date: March 18, 2009
.07 1r �0 :.'.: Page 1
X10 EXCEPTIONS TA 'BEN 2EVISE AND RESUBMIT
El
MME CORRECTIONS N6MM ❑ REJECTED
Review Is only for general conformance with
the design concept of the project and general
compliance with the Information given in the
contract documents. Any action shown Is
subject to the requiremantt< vg the plans and
4%V%catlons. Contractor Ey responsible for:
M"blisions :wpleq shall be r°)nfinned and
CAW.J4ted at e jo! ,zfte: fat',vicz�!a p'
Ad tpthniq ccordlr,:! tion of
r with oth �Yades and the
to Co V
WNW
* 0 000 0*0
0 0 000 0:
•*••
0 sod,
• •
0 00
0 0 009
DAB Door Company, Inc.
NO'T'ICE 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 1 through 5 of 5, prepared by Al- Farooq Corporation, signed
and sealed Humayoun Farooq, 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 -9.4
4) Forced Entry Test, per FBC 2411 3.2.1, 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.
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
:••••� •••• ; •T.�Font PE.
•. 3. :. %Test report of large missile impact test per PA 201 and cyclic wind pressure test per
• • • • • • • • • • • � A 203 on Sectional Residential Garage Door", prepared by Hurricane Engineering
. • • ; • • • • • Testing, Inc., Report No. HETI 01 -974A, dated 01 /29/01, signed and sealed by
• • ; • • • ; Hector M. Medina, P.E.
4. • •; Est report of Uniform Static Air Pressure Test per PA 202 and Force Entry
...... . ... .
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
• ; ; • • • ; • • • • • •Ercgineering & Testing, Inc., Report No. HETI 01 -969, dated 01 /18 /01, signed and
sealed by Hector M. Medina, P.E.
"Submitted under NOA # 01- 0516.03"
5. 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
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.
f
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 09- 0128.04
Expiration Date: August 9, 2011
Approval Date: March 18, 2009
E -1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
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 Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on
11/29/12.
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 -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01 /11 /12.
• • • •;
* "Submitted under NOA # 05- 0228.02"
• •: • • •: 5. • T;st Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
• " *ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
• •' • • • • • • a stir Inc. Report No. HETI 04 -A002 dated 09/27/04 signed and sealed by Rafael
•..:.. ...T. Droz -Seda, P.E.
• • • • ; • • • 6. • • •'Pest Reports on Tensile Test per ASTM D63 8 of "PVC Extrusion Material", prepared
• • : by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11 /29/04
...... . ....
• • • : • • • : signed and sealed by I. Ghia, P.E.
.� .... •. • • • • 7. • • • Test Report on Self- Ignition Temperature Test, Rate of Bum 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
1. Statement letter of code conformance issued by Al- Farooq Corporation, dated
12/19/08, signed and sealed by Humayoun Farooq, P.E.
2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated
12/19/08, signed and sealed by Humayoun Farooq, P.E.
G. OTHER
1. Notice of Acceptance No. 05- 0915.09, issued to DAB Door Company, Inc, approved
on 04/13/06 and expiring on 08/09/11.
Carlos M. Utrera, P.E.
Product Control Examiner
. NOA No. 09- 0128.04
Expiration Date: August 9, 2011
Approval Date: March 18, 2009
E -2
TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1"
STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT
O FASTENED TO END STILE WITH
7 -1/2" X 3 ° OPTIONAL DOOR VIEWER
X .071" GALV. STEEL (6) #14 X 3/4 SELF DRILLING SCREWS O BE INSTALLED AT
END ROLLER HINGE \ CENTER STILE w I
0
W1 (s) 14 x 5/8" s
IWi
00 CENTER STILE ® 01
0 0 r ~.A �m W N I < 1
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F' 4 ft Ul
1I p� d
CENTER HINGE GALV. STIrEL 1 Y o a Q a a
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t =
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B i B SO =O W LL ' W
00 0 0 ZVl O
LOCK w o _ ° N �?
2/ DOOR } z x z J Z N
co 00 00 d W
O
° w ° W
I
cn to
o 0 1 W X .15" THK. LATCH _? io F
SPRING LOADED SLID i '1E BOLT LOCK (BOTH SIDES) 0
FASTENED W/ (4) 4 X 1/2" S.M.S. _ --
T O O
/8" MIN. LOCK ENGAGEMENT CONFORMS TO
.••• BC 1012 REGARDING GARAGE DOORS 0 M
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••0900 • • • • N U = d
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• • • I ? Z
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•• V)
R HEIGHT CONSISTS OF O 1 J
• • • • • 6 6i 2• SEoinoNS 18" 2 SECTIONS 21 .158 DIA. GALV. AIRCRAFT TYPE ® �� Z x m
• • • • • _ ° CABLE & NICO - PRESS SLEEVE L ._
1 C I A 18" 3 SECTIONS 21" OPTIONAL VENT A O O 3t
• • • W/ MIN. 5 TO 1 SAFETY FACTOR F 0 3t
Soso: 4 CIS 21" - (3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE
• • 7' -3% - *see _ O OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN Ld = Q o
:*see: Z' - 6" 5.9ECi18P{S 18" 120 SQ. IN. COLONIAL DESIGN _ to 0) 01 La
- 9" 4 GtiS 18 1 SECTION 21 m J
6" X 3" X 0.1" Q =
7' " " Q
I Q j
• • • • • • STEEL PLATE .
•
0:08.00 3 SE NS 18" 2 SECTIONS 21 " WITH (2) # 14 X 5/8 SMS J O ® MAX. DOOR WIDTH
•� 8' - 2•SEETIO 18" 3 SECTIONS 21" 9' -
• • • • • • • i 1 SECTION 18" 4 SECTIONS 21 "
alA' -9" 5 SECTIONS 21" - BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18 - STD. LIFT DOOR LOW HEADROOM
9' -3" 5 SECTIONS 18" 1 SECTION 2,1" DOOR OPTION RAISED PANEL EMBOSSED DOOR W m
9' -6" 4 SECTIONS 18" 2 SECTIONS 2T; 2 gg
9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 7 -7/8" X 3 -1/8" X .010" g$ m
g°
0
10' •2 SECTIONS 18" 4 SECTIONS 21" STEEL PLATE 0. "' 0
10' -3" 1 SECTION 18 5 SECTIONS 21'; STILE WITH (4) X14 X 3/4" SDS DAB DOOR MODEL 824 ° m o. m
.10' -6" 6 SECTIONS 21" - - Imo' °
OUTSIDE MAX. SIZE ' 9 ' -4 " 0 HIGH WIDE X 16'— " ` a ° CL W
v
10 5 SECTIONS 18" 2 SECTIONS 21" END STILE
SECTIONS 18" 1 SECTION 21" HANDLE aNi
11' 5
11' -3 4 SECTIONS 18" 3 SECTIONS 21" DESIGN PRESSURE RATING = + 50.0 PSF
11' -6" 3 SECTIONS 18" 4 SECTIONS 21" — 60 PSF
n a� m ao
11' -9" 2 SECTIONS 18 5 SECTIONS 21 ° " rINS R GUIDES m 0 0 0 0 0
ri co ri
12' 1 SECTIONS 18" 6 SECTIONS 21" D ON ENO STILE
12' -3" 7 SECTIONS 21" 2 p N N N
- o X14 X 5/B" SMS 12' - s" 6 SECTIONS 18" 2 SECTIONS 21" THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT > / 2' - 9 ° 5 SECTIONS 18" 3 SECTIONS 21 " OCK BAR 13' 4 SECTIONS 18" 4 SECTIONS 21 S N TRACK GENERAL NOTES
13' -3" 3 SECTIONS 18" 5 SECTIONS 21" ON EACH SIDE OF DOOR c
13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 1. THIS PRODUCr HAS BEEN DESIGNED AND TESTED TO COMPLY.WITH THE Engr. GR. HU4IFtY0UN FAROQQ � o
13' -9" 1 SECTION 18 7 SECTIONS 21 OUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING STRUCTURES o
14' 8 SECTIONS 21" - LOCK BAR LOCKING SHOWN HIGH VELOCITY HURRICANE ZONE. FLA. PE 15557 !F!ld1i3li1'W1&dW
14' -3" 6 SECTIONS 18" 3 SECTIONS 21° ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. CAN. 5.38
1 .
� o
14' -6" 5 SECTIONS 18" 4 SECTIONS 21" ANCHOR EMPEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL )dP 0 La Of a
14' -9" 4 SECTIONS 18"15 SECTIONS 21" DRESSING OR STUCCO.
15' 3 SECTIONS 18* 16 SECTIONS 21" 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
15' -3° 2 SECTIONS 18"17 SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN N! drawing no.
THESE DETAILS ARE NOT PART OF THIS APPROVAL ! �
15 *-6" 1 SECTION 18" 8 SECTIONS 21
9 SECTIONS 21" - 01 N J
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A 1 3 2 009
'lfi' 6 SECTIONS 18" 4 SECTIONS 21" chAO+ I of 8;
(] m,
24 GA. STEEL PANEL `� o
o
3/16" ALUM RIVETS I m I
OD
IoI
z �Wi
® c iii
N
FLAPS BENT OVER PANEL I Q N 1
o J
O p
I 1 1 0 } 0 d
IYi' t] LL 1
1/2" PUNCHED HOLES I (} O
r. 024" STL PANEL ®4" O.C. I O
I cyM >M p
OUTSIDE OF DOO O a Q 0 OD
I 0 mFr 4
1 N O N
i J
Q W LL tp
Z M Q J
€ Q w�
1 °
i
STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH ' BY 'SCHLAGE SECURITY HARDWARE'
5/16" X 1 - 5/8" LAG SCREW +.
(FULLY THREADED) INSTALLED IN 9�9 6 DIA. HOLES IN CENTER STILE
PO ITIONED AT EYE LEVEL END STILE Of 00
ONE PER BRACKET O .-
O
• • • • OPTIONAL STOP MOULDING ANCHORS: Lei n
• • A 8" DIA. POWER -BOLT BY 'POWERS' Ld
:*Goo: •• FdR CONN�CTJat�•OF WOOD BUCK • BY DOOR INSTALLER ) �/
IN • 2" M. EMBED INTO CONCRETE C�
• • TO MASONRY SEE NOTE ON SHEET 4 Q Q I-Ii
6600••
• • • • • 6 • • • • 14 X 5/8" SMS 1 -7 8 MIN. EDGE DISTANCE
• • • • 3/4" X 2" X 2 -1/2" X 18 GA. STEEL < DIA. H C SLEEVE BY 'HI Z P vi N
• • 00000 6 PER HINGE B " TI' Z
� -- �
• END STILE, CONNECT TO PANELS WITH ) 3 /R
• • • • • : • • 0 • • • • X 1 -3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q N m p 1/2 I
60 0: 00 • • • FI
0 5 S
0 GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE Z W m
• • • • • 0 0 i j ° EM DIST: END STILE WITH 3/16" POP RIVETS ® 12" O.C.. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 0 O 3:: 0 �
•0.60• • �•e °
• •' 6 0 a • •. • • ° e 1 -7J8" X 2 -5/8" X .045" STEEL EDGE CONCRETE f'c = 3000 PSI MIN. M
, GLUED AND RIVETED DISTANCE C -90 GROUT
• • • 000 • 000 • CENTER STILE
i I � FILLED BLOCK fm 2000 PSI MIN. m = � _j • • 0 • • • TO PANEL W/ (4) 3/16" RIVETS Q cV Q -1
000000 • 0 0 • 0 • • i 1 1 /2" MIN. I POP RIVEfS >'
• X14 X 5/8" S.M.S. ' _73 /16
6666
I 4/ HINGE
8 � U
L l- 3/16" °< s
U 0
O N
ANCHOR TYPE A OR B m
1.9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS (1) PER BRACKET c s W
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET= SPACING o U o
0: :%
• I I
1/4 -20 SS BOLT & NUT m o 0 0 0
O p N N iv
7-1/2 X .050" GALV. STEEL
2-1/8" X 1" X .078" CENTER HINGE 7-1/2" X 3" X
.071 "
GALV. STEEL TRACK END ROLLER HINGE c moo w
FASTENED TO TRACK PLATES 7/16" PUSHNUT� SECTION 8 —B 1.82" DIA. X .50"
W J 1/4-20 X 5/8 TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON /STEEL ROLLERS
S LOTTED M.S. & LOCK NUT W/ .44 DIA. X 4 -1/4" STEM Ennr DR. HUMAYOUN FAROOQ o
INTERIOR SIDE SMUCTIJRES MOM=REVf=
FL A. PE # 165:57 r! aa41p1pi0g tv11ti tAi Eloei�s
C.A.N. 3,533 o I a
• Npp� lZ i�'T .� W �
Aj
drawing no.
"pow Pradu� tlPZW
:•
`rte ...,: ` JAN 13 2009 01 -09
sheet 7 of 5
POP RIVETS 2 X 2 X 1/8" HORIZ. ANGLE m
5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK i o 1
GAL/ STEEL WITH X 3" X .104" + 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1 -1/2" APART ' �0)
WITH 1 -1 /4" EMBED INTO MASONRY \\,., EXPEEDING 8 FT. IN HEIGHT--- FIRST AT 3" O.C.
A REST AT 9" O.C.
FASTENED W/ (6) # 14 X 5 /8" S.M.S.
TOP ROLLER BRACKET (DOUBLE) 3 PER BRACKET II
- . •_ II •� o
�
CONNECTED TO FLAG BRACKET ANGLE z i/
.090 THK. GALV. STEEL ADJUSTABLE �� W/ 3/8 -16 X 3/4" 'BOLT &NUT Q
• SLIDE FASTENED TO BRACKET 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH .o Z
W/ 5/16 -18 X 3/4" HEX HEAD - - WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE -- I A J (2) 1/4 -20 X 5/8" BOLT & NUT I" W m ;
M. SCREWS & NUTS. FASTENED TO TRACK 1
+ WITH (4) 1/4 - 20 S5. BOLT & NUTS - -- HO RIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O w
- - j
LL
HORIZONTAL REINFORCEMENT 0 `
1/2 X 1 -3/4" X .059" FORMED STEEL 14 GA GALV. STEEL TRACK 2 -1 /8" X�1 " X T 080"
a c? GLUED TO PANEL AND FASTENED TO SECTION A -A �' 0 W m o
W VERTICAL STILES WITH > Q O
0 J (2) 3/16" POP RIVETS 2" X 5 -1/2" X .104" 0
W GALV. STEEL m
° r FASTENED W/ (4) # 14 X 5/8" S.M.S. a
TOP ROLLER BRACKET FOR Q W LL
LOW HEADROOM DOOR OPTION (� W N _ o
HORIZONTAL REINFORCEMENT DOOR * SECTION HEIGHTS BRACKET PLACEMENTS J Z m Q J
1/2" X 1 -3/4" X .059" FORMED STEEL HEIGHT. 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 B5 86 87 B8 Q w
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" -
(2) 3/16 POP RIVETS 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" -
5/16" MEETING RIB 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" -
7' - 6" 18" 18" 18" 18" 18" 1 "' 11 -3/4" 23" 34 "' 45" 56" 67" 78 -1/4"
8' -0" 21 " 18" 118"118" 121"1 1 " 11 -3/4" 23" 34" 45" 56" 67" 78 -1 /4" D_ 00
1.82" DIA. X .50" ROLLERS = w *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM p M
•. + W/-.44 DIA.'X 4 -1/4" STEM = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10 O.C. L j M
• • L�/J Z Lij
• • •• : •�
••••• • 0 w 0 Q d L±
• • . OPTIONAL INSULATIONS: a ° m
BY 'DYPIAST PRODUCTS LLC 1.9" X 2.19" X 3.3" X .090" Z U = v
•
:0008 ' • ; • - �- STEEL TRACK BRACKETS ~ N
9 � •••• • EPS- EXPANDED
00 POLYSTYRENE r 2 -3/16" HIGH VERTICAL LIFT HIGH L S TANDARD LI LOW HEADROOM o o0 Ld `
N DENSITY = 1 PCF m CONNECTED TO TRACK WITH Q fn
•• :0• • " F* • N.O.A. #07- 1107.08 ) 1/4" BOLTS & NUTS. Z Ir cm
0 OR O Q 3
• • .� •
••�'•'; ISO -25 POLY- ISOCYANURATE m O m
• • • • * ' ' : �.o a DENSITY 2.0 PCF - U
N.O.A. #07- 0301.10 _ N ►°•�
�••••: N.O.A. OR m J v
• • • •. • .0 r*+ . • BY 'INSULFOAM LLC' m Q cV Q w
• • • s • : ;.;.;.4,.,..•Ar DENSITY = 0.92 PCF _
• �'�' N.O.A. #07- 1016.07 d
• m
m V
++ 14 GA. GALV. STEEL
ROLLER HINGES FASTENED m _ 2
W/ ( 4) # 14 X 5/8" SMS m �' c o
N 0 Z o N
C
Q O
MIN. .024" ROLL FORMED STEEL PANEL nya m o
DRAWING QUALITY G -40 c ��+
MIN. YIELD STRENGTH = 34 KSI TRACK CONFIGURATION U ° O a
WITH PRIMER AND BAKED -ON m i . 6 8
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
II
N
W — n7 N m a0
N
C y o 0 0 0
� _ ri m ri
J N N N
W FT � ° ° °
a -- DOUBLE TRACK
AVAILABLE Wf,'K OPTIONS
o
Engr. DR. •HUMAYOUN FAROOQ MODUCT NEVOW I o
12 GA GALV. STEEL STRU� �{RES r 0800040 W& "FiW& °
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMS ` CAM. 3538 57 pi ° 5.
BOTTOM SEAL
drawing no.
.058 ALUM PLATE tt
WITH SECTION A -A
AND RUBBER WEAT S .M.S. 48" D .C. JAN 1 2009 �• O 1 _ 09
chsant - 4 of R
U a
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i
i
Z co
w
OZ
W N
d 2 N 0
IL
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Ow M
• t? o
(�0Wa1 0
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0
QW3w�
tL W - o
CnMQ
J
W 00
• ANCHOR SPACING 0O O
ANCHORS STRUCTURE EMBED ISPACING EDGE DIST. p
••••
3/8 HLC SLEEVE BY 'HILTI' CONC. 1 -1/4" 8" 1 -5 8` W
• •
3/8 SLEEVE BY 'HILTI' FILLED BLOCK 1 -1 4 8" 4" Q
• • • •
S os o 3 8" DYNABOLT BY 'ITW' CONC. 1-1/2 8" 2" LL..
• • • • • • • • • 5 /16LAG _ SCREWS STEEL STRUCTURE BY OTHERS 3/8" DYNABOLT BY 'ITV FILLED BLOCK 1 -1 2" 8" 3 -3 4 Q Z I__. to N
• •
••••••
•••••• • • • AT 12" O.C. MUST SUPPORT THE LOADS IMPOSED 3/8 POWER –BOLT BY 'POWERS CONC. 2" 8" 1 -748" — 1 Z to
• • • • • • • • • BY DOOR SYSTEM 13/8 SLEEVE –ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 1 1-7/8" Q p LI
I
•i•••• • •• •• •• Z 0
••••• :•: •� :•.:•• CONCRETE f'c = 3000 PSI MIN. O <
• • 5/16" DIA. BOLTS C -90 GROUT FILLED BLOCK fm 2000 PSI MIN. U O Z
• • • • • " WITH WASHER & NUT W . _ �{ o
• WOOD FRA BUILDINGS �; e. - AT 12" O.C. MAX. EDGE DIST. m Cl IA
• STUD WALLS 4R DOOR OPENING (NOT BY DAB DOORS) I 0 N
• • • • • • 13LL. BE 'A fff SOLID BY NOT LESS THAN
�• f3 %6 E��llfj€ TREATED GRADE 2 SYP OR BETTER
•i•••• OeWPOD ST • \e'
• • • WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. f-1/4' X 2-1/2" X 14 GA
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1 -1/2" 1 -1/2` CONT. STEEL ANGLE 1-1/2"
SUPPORTING STRUCTURE.
WOOD BUCK CONNECTION TO MASONRY 12 GA. GALV. STEEL y o
FLAT BRACKETS t3" LONG a "
�n N
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE AT 12" O.C. IN DOOR OPNG.
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO w a m
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH AT ABOVE DOOR OPNG. co y
CONNNEE O.C. CTED TO CONT. ANGLE o a
1/4" ULTRACON BY 'ELCO' WITH SPACING OF W/ (3) SPOT WELDS AT EACH SIDE 2 -1/8" X 1" X 14 GA. " H
20" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED GALV. STEEL TRACK m °z
16" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" .MIN. EMBED FASTENED TO TRACK PLATES
2 -1/2" MIN. EDGE DISTANCE W/ (2) 1/4- 20X5/8 TRUSS HO.
SLOTTED M.S. & LOCK NUT
1/4 TAPPER BY 'POWERS' WITH SPACING OF vi m n 0 m co
0 R 0 R
14" O.C. INTO BLOCK WALL, WITH 1 - 1/2" MIN. - EMBED o "' co
0 C4 0 "I
16" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED
3" MIN EDGE DISTANCE ALTERNATE TRACK INSTALLATION
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 o
2" MIN. EDGE DISTANCE
Engc
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF OHUMAY FAROOQ PItU!)l1('T Eyj
,R. RES � 0 9
FLA f R 16 57 1�D f� N
17" O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" MIN. EDGE DIST. Hadd*c0de 1
18" O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. EMBED AND CAN. 3538 � Nd a
2' -1/2" MIN. EDGE DISTANCE 9
THE .BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED g Aj
WITH FOUR If 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS •toted t drawing no.
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. Dtr1�,r t
PREPARATION OF JAMBS BY OTHERS 1 01 - 09 1 20
sheet 4 of 5
500 250 ( ]
* PLASTIC COMPLIES WITH T ' I ®
SECTION 2612 OF FBC 2007
DOOR PANEL
` GA. (.024) STEEL MIN. SEE EVIDENCE PAGE I0;
/ I 0 ►-
I _ z N
1.765 1.725 Q 2 N 0 IL a
7/16" DIA. WASHER O O
1.144 I w i !!
0� h
#8 X 3/4" SMS 21 3/4"
.800— o' o
176 M I
0 3/8" FROM ENDS MAX. Q I
AND 7" O.C. MAX. . I WOW. WIDTH o Q 0
-EXTERIOR FRAME * INTERIOR FRAME N .a
I i t I t (4)8 X 3/4" SMS ti 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a w LL
I E I I I I �. 0 1 -3/8" FROM ENDS _j MAX. IL w to - p
I i I I 1 i AND 6 -1/2" O.C. MAX. a p D.L.O. Q
III °'
L 3- 'Q.w�� W_
J ill
IIII .175 X .062 DEEP A B C
III GROOVE
I I
I,11 I Q 00
IIII r
O O
• • • ' 1 /4" POLYCARBONATE LEXAN
IIII W r�j
• t • I BY SABIC INNOVATIVE PLASTICS '
�••••� ••• • I = I i NOA #08- 0305.02. Q Q
••• I I
•••••• • IIII L V = Ct
w • O i
• CT •� •� � 00 W tO
° 3 •A• W • ° Q 0) C) I
••••••
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• ••i•• Z °• s• ' i I z 2
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°•••
• • • •• *,i W = o
:••••: • �• I ri I i i
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•••••• • • •pI m J v
Q w
•••••• • ••
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ll
• I I
1111 '
I f In
1 h .175 X .062 DEEP
GROOVE 1 o a n
_ o
! I 1 \ 0 W d m O
I;I (4) #8 X 3/4" SMS INSIDE ELEVATION &_ I o in
1 �
® 1 -3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ( o x
I I I, I AND 6 -1/2" O.C. MAX.
C
/8 X 3/4" SMS
B � I I ► ®3/8" FROM ENDS .175 X .062 DEEP
I j AND 4 -1/2" O.C. MAX. GROOVE c y o 0 0 0
C I O N- N N
-\
1 � O O O N
\\ I •� 0 m U O
\� #8 X 3/4" SMS 1
® 3/8" FROM ENDS -
AND. 7" Q.C. MAX. r - _ - --
0
_ _ -_- _- - -_- - _- Engr. DR: HUMA`rMIN FA.R000 FRflOKJC."1
_ - - - I �
7/16" DIA. WASHER \\� - - - - - - - - - - - - - - - FL PE 1 E 8537 wi � t> � ]F>bit � ri
� - -- - - -- �� CAN. 3536• !b 941 � o I n
V QT L
DOOR PANEL EXTERIOR o
24 GA. (.024) STEEL MIN. 8y
DOOR PANEL 15/16" MIN. D.L. OPG. drawing no.
24 GA. (.024) STEEL MIN. GLAZING BITE _ IDtY1f�flfJ 0 -09
• WINDOW WIDTH JAN $ 3 2009
sheet 5 of 5
A
s
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
In Num INSP - 136867 Pe N WS- 1 -10 -73
Scheduled Inspection Date: March 04, 2010 Permit Type: Windows/Shutters
Inspector: Bruhn, Norman
Inspection Type: Final
Owner: ROMANIK, DAVID Work Classification: Door Replacement
Job Address: 95 NE 95 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 113206013073
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP- 136605. No Access Nb
Failed
Correction
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 03, 2010 For Inspections please call: (305)762 -4949 Page 13 of 18