WS-17-2813 (2) Permit NO. WS-11-17-2813
�exO1 S y,� Miami Shores Village P Permit Type:ltWindows(Shultters
10050 N.E.2nd Avenue NE Work Classification:Garage Door
Miami Shores,FL 33138-0000 r it
Pemtit Status:APPROVED
Phone: (305)795-2204
FCORtDp'
' Issue Date:2/21/2018 Expiration: 08/20/2018
Project Address Parcel Number Applicant
1420 NE 103 Street 1132050310030
Miami Shores, FL Block: Lot: MARC AND ANNE LITZENBERG
Owner Information Address Phone Cell
MARC AND ANNE LITZENBERG 1420 NE 103 Street
MIAMI SHORES FL 33138-
1420 NE 103 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 2,000.00
EJD CONSTRUCTION CONSTRACTOF (305)433-4843 (305)318-4978
Total Sq Feet: 0
Type of Work:GARAGE DOOR SHOP DRAWINGS Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:GARAGE DOOR SHOP DRAWINGS Final
Classification:Residential
Review Building
Scanning:3
a
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
InvOICe# WS-11-17-65760
DBPR Fee $2.00 11/28/2017 Credit Card $50.00 $76.20
DCA Fee $2.00
Education Surcharge $0.40 02/21/2018 Credit Card $76.20 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideration of the issuanc 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 nformiey with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I ass a esponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICA , L BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT. i�thatU-the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zon' uthI authorize the above-named contractor to do the work stated.
February 21, 2018
Authorize Signature:Owner / Applicant / Contractor / Agent Date
Building epartment Copy
February 21,2018 1
i
Miami Shores Village g RECEIVED
Building Department NOV 282017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 f-4
7
Y Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20N
BUILDING _ Master Permit No.R�C1-3-15-562
PERMIT APPLICATION Sub Permit No. 2A�.�
BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
f❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ` + SHOP
CONTRACTOR DRAWINGS
,JOB ADDRESS: 1420 NE 103RD STREET
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#: Is the Building Historically Designated:Yes NO X
-Occupancy Type: Load: Construction Type: Flood Zone: 4 BFE: FFE:
OWNER:Name(Fee Simple Titleholder):ANNE & MARC LITZENBERG Phone#:
Address:1420 NE 103RD STREET '
City: MIAMI SHORES State: FL Zip: 33138
'Tenant/Lessee Name: Phone#:
Email: t
CONTRACTOR:Company Name: EJD CONSTRUCTION Phone#: 305-433-4843
Address: 1700 NE 143 STREET'"
City: NORTH MIAMI State: FL Zip: 33181
Qualifier Name: ERIC SCARBOROUGH Phone#: 305-318-4978
'State Certification or Registration'#: Certificate of Competency#: CA0_ 155 9 O I
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 20 W04 Q-0. Square/Linear Footage of Work:
,Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description
1o1fW'Work:
/GyARAG�E'DOOR SHOP DRAWINGS
�1 ■1 1 Y-��[�� 5:1MY+.tT•.p.w..!.n•.!r.+si.'!vi@'(M,wA.+'.ur�
Specify color of color thru tile:' t,
Submittal Fee$ u� «Permit Fee$`L CCF$ CO/CC$
Scanning Fee$ _ ~�Radon Fee-$ " DBPR$ i + 'Notary$
Technology Fee$ Training/Education Fee$ 'Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW,DUE$ »� '
(Revised02/24/2014)
r }
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
� F
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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 jab site
for the first inspection which occurs seven ) days after the building permit is issued. I the absence of such posted notice, the
inspection will not d a reinsp ion fee will be charged.
Signatu Signature
OWNER or AGE T CONTRACTOR ,
The foregoing instrument was4, ,, edged before me this The foregoingOtrumeint was acknowledged before me this
15 day of ND&M�D-W 20 I bji 15 day of N 20 1-7 by
(lN i �EYz... ,who is ersonally known t 1rr 1'C SCIar c)rQL,UgIn ,who is re—rso—nally—k—n3wilipto
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: 'c+ f`, ' Sign: _�X
Print: Print: SgbrinOl '
aM••'
MY C
Seal OMMISSION#FF 242181
*: *' Seal:
a: EXPIRES:October 18,2019 �►".. SABRINA K CABANA
Bonded Thru Notary Pubk Weffl tens +1':'
* r MY COMMISSION#FF146907
�b ._.__ d'f' E(PIRES July 31,2018
'�os n,.•
**********************s**** *** *** ************************ �407j*Mrs****F�f�t�Ef�}16tllty 'fies�aaip*** ************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
11/28/2017 Property Search Application-Miami-Dade County
0 -1FICE OF" THE PROPERTY APPRAISER
.sa+
Summary Report
Generated On: 11/28/2017
Property Information "
4:�.,.
Folio: 11-3205-031-0030
Property Address: 1420 NE 103 ST
Miami Shores, FL 33138-2626
Owner
MARC W LITZENBERG
ANNE F LITZENBERG . 14—
=�
1092 NE 94 ST P.
Mailing Address
dam-•.
MIAMI SHORES, FL 33138 USA All
PA Primary Zone 1300 SGL FAMILY-2801-3000 SQ
Primary Land Use 0081 VACANT RESIDENTIAL
VACANT LAND
Beds/Baths/Half 4/4/0
gym'
Floors 2
Living Units 1
Actual Area 0 Sq.FtFPh
Living Area 0 Sq.Ft
Adjusted Area 0 Sq.Ft Taxable Value Information
Lot Size 12,430 Sq.Ft 2017 2016 2015
Year Built 9999 County
Assessment Information Exemption Value $0 $0 $0
Year 2017 2016 2015 Taxable Value 1 $682,919 $620,836 $893,866
Land Value $684,099 $684,099 $577,592 School Board
Building Value $0 $0 $333,592 Exemption Value $0
XF Value $0 $0 $3,580 $0 $0
Taxable Value $684,099 I $684,099 $914,764
_...,. .__._....._. _.__,,. City
Market Value $684,099 $684,099 $914,764 Exemption Value $0 $0 $0
Assessed Value $682,919 $620,836 $893,866 Taxable Value $682,919 $620,836 $893,866
Benefits Information Regional
Exemption Value $0 $0 $0
BenefitType 2017 2016 2015
Taxable Value $682,919 $620,836 $893,866
Non-Homestead Cap Assessment Reduction 1$1,180 $63,263 $20,898
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information
Board,City,Regional).
Previous OR
Short Legal Description Sale Price Book- Qualification Description
RE-PLAT OF TR C MIAMI SHORES BAY Page
PARK ESTS PB 64-97 11/01/2013 $1,200,000 28915 Qual by exam of deed
LOT 12 BLK 5
0046
LOT SIZE 110.000 X 113 06/01/1993 $0 00000- Sales which are disqualified as a result of
OR 17852-1967 0697 4 00000 examination of the deed
07/01/1984 $260,000 12201- Other disqualified
2464
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property
Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
DOOR CONFIGURATION WEIGHT
MODEL DESIGN TOP GLAZING INSUL FINISH (LBS) R+0StudI0,LLC s
4301 WS SOL EPS WH 652 This review Is only for general conformance with the design
Concept of the project and general compliance with the 2Pe,# 10221 5.0 8
information given in the Architectural section of the Contract moo A301W8—
Documents, Correction or comments made on the Shop SEE WIND CODE DWG.#104752 FOR ALL F14"JA JIM
Drawings during this roview do not relieve Contractor from Y'THICK WB REINFORCEMENT SPECIFICATIONS R r
R E C E i V E C Copliance with the requirements of the plans and QR CDE SLIDE
OLO
specifications. Approval to a spegific item shall not include777= NG E: s
approval of an assembly of which the item Is a component. cur r I w
NOV 2 8 1017 Contractor is responsible for.dimensions to be confirmed and
correlated at the job Site,information that pertains solely to '•Y. To N(10K)CYCLES
the fabrication process or to the means,methods, • 3" uLL rAPEREO ANGLE
3"DIA.NYLON ROVER WITH M E: TINU ANGLE
techniques,sequences and procgdures of Construction, �r�� 7/16"DIA.3-3/4'LONG ZINC -- F
V* 00000 coordination of the Work of all trades,and for preforming all "? PLATED SHAFT 36UA AV
work in a s safe and satisfactory manner. ?; LO - -A
wA
21" REJE +
K BRE AY(BA CTED )
UNS FIED
APPROVED AS ❑REVISE AND `:Y` ADJUSTABLE TOP ROLLER BRACKET
,r;r,; SPI- SPECIAL PRODUCTION
V'i. OF 12 GA.GALVANIZED STEEL INS NS
NOTED RESUBMIT Lam' FASTENED WITH(4)1/4-20x5/8 3
18" �j fl IT (j• HSCREWS HER HEAD SHEET METAL ADDITIONAL OPTIONS
YMTI�15C7161 .77TS 11/16/20 7 11:34:64 AM
Miami S Fic reJv I
DOOR SKINS FORM AWEATHER TIGHT
TONGUE AND GROOVE JOINT
18' n S� MISC.&SPECIAL INSTRUCTIONS: NOTE:REFERENCE WIND CODE
C=8'-3" '.�. DWG.#104752 FOR ALL WB
G� 14 W.MIN.END HINGE ATTACHED
REINFORCEMENT ALL WS
.. WITH(4)1/420 z 5/8 HEX WASHER
HEAD SHEET METAL SCREWS.
zl" ZONING DEPT ><
�•i tti INTERIOR SKIN OF.016"THICK MIN.
DEEP DRAWING STEEL;HOT DIP
BLDG DEPT nY; GALVANIZED PER ASTM Ab53-03;
FINISHED ON BOTH SIDES WITH
21" BAKED-ON EPDXY PRIMER(.2 MIL)AND ADDITIONAL NOTES: 'ADDITION OF AN AUTOMATIC
WITH A BAKED-ON PREPAINTED Operator: OPENER MAY REQUIRE ADDITIONAL
POLYESTER TOP COAT(.65 MIL)ON THE HEADROOM BACKROOM AND/OR
�;> EXTERIOR SIDE. LiftmaBCez 8500 SIDEROOM.CONSULT THE OPENER
SEE WIND CODE DWG.*104752 FOR ALL MANUFACTURERS INSTRUCTIONS
STATE FP' nA7 WB REINFORCEMENT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.
- 1i1*1 •ACTUAL DOOR HEIGHT IS
APPROXIMATELY 1'OVER NOMINAL
Dimensions had been FRONT ELEVATIO DUE TO SECTION JOINTS AND
field verified NOTE:REFERENCE WIND CODE DWG.#104752 EXTERIOR SKIN OFVGA MW.DEEP
BOTTOM ASTRAGAL
DRAWING STEEL;HOT DIP _
GALVAWZED PER ASTM A-653-03; DIM DESCRIPTION VALUE
FOR ALL W8 REINFORCEMENT SPECIFICATIONS FINISHED ON Born SIDES WITH ? 3116"DIA.7X7 AIRCRAFT CABLE&NICO PRESS A DOOR WIDTH 18 0
BAKED-ON EPDXY PRIMER(.2 MIL) SLEEVE .—
AND WITH A BAKED-ON PRE-PAI— B OPENING WIDTH --1T 10' -,
POLYESTER TOP COAT(.65 MIL)ON NO OF PANELS WOE 4
THE EXTERIOR SIDE. BOTTOM BRACKET OF 12 GA. C DOOR HEIGHT V3'
GALVANIZED STEEL FASTENED WITH(2) D OPENING HEIGHT 83'
Finish• White 1/4.20 XJ HEX WASHER HEAD SHEET NO OF SECTKONs HIGH 5
METAL SCREWS EM,rADROOM(MIN. 48'
F JAMB HEIGHT(MIN.) 17 3"
BOTTOM SECTION REINFORCED WITH TEMPERED G OVERHEAD CLEARANCE 11'r
ALUMINUM EXTRUSION WITH INTEGRAL H BACKROOM MIN) IT4"
SIDE ELEVATION RETAINER FOR VINYL ASTRAGAL J FLOOR TO CEILING MIN.) 12'3'
HIGH-LIFT TRACK DETAILS K SPRI PAD OFFSET B4^
L SIDEROOM 1(MIN.) 5-112,
IIDQAINL TW=DO W=&SMART M MR
2(MIN.) 13"
6LPRID M DODRRHG{I CIDR7 N O ENER BACKROOM MIN. wA
IDID Spown PC PRO= 60LL��E11 OMR D16 IWN�F1�1 P SHAFT CENTERLINE 12'0"
D we CA00
tr—I K K66RRf•L TILa Is"
HEADER DETAIL AM AM
HDOW or 6 •• 009 • •
E • •
L OSml.ALL H ••
OW NIAW6 dT6giBUW[6 • • • • • • • • END 5TRE OF 18 GA.ROLL-FORMED
K 6-4 • BA J4P PLA R OF PFM • GAIN.STEEL,PRIMED AND
fr-1r X r X IWAMr ••'9 V.V. EL• •• 4 POLYESTER TOP COAT FINISH
SUMV60130,son
VMCK own"
.. D VIDDICN. -tta �•V4.:-Ati�. Y.`7�•rJ• ...r...��..��w �":`.
6--� • ••• • ••�• l •• ••"• / -
SECTION 6—6 REAR ELEVATION • • INM•EI�MEDIATE ; ;SECTION)DINT END HINGE DETAIL
JAMB DETAILS OPENING PREPERATION • i• •H$S%F QET.AIL' • • DETAIL
clepay
RiPMTANT:
This document must be signed and returned prior to any DRAWN BY' BMW T� 10-24-1 APPROVAL SI TORE: APPROVAL DIATE'fabrication.Please WE
this drawing number on all correspondence.
Thank you! CUSTOMER: ROLLING Q00f2COM•• . . �t l(>? 1
Building Products Company NOTICE: Confidential/Proprietary information of CLOPAY BUILDING • •
PRODUCTS CO.is contained herein and may not be disclosed,used, ••• • • •
duplicated,made available,or distributed without Its prior consent.Failure JOB: DRAWING NUMBER'
.. ••• • • • • • •
to observe this notice may result in liability for any damages and losses • • • •• ••
SHOP DRAWING resultINtherefrom• CSR/DC: RES7822-1-ROI SHEET:
LMUNOZ 1 Of 1
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION - T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
Clopay Building Products Company
8585 Duke Boulevard
Mason,01145040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 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.RER 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: 2" EPS Insulated W8 DP46 Steel Sectional Garage Door up to 18'-2" Wide
• W.Optional Impact Resistant Lites
•••••• APPROV^0O;CUMENT: Drawing No. 104752,titled"2"EPS Ins.Doors to 18'2",sheet 1 through 3 of
•;•••• ���a�ed 11/09/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company,signed
• ••• and sealed by4oA Hamilton,P.E., bearing the Miami-Dade County Product Control revision stamp with the
9affle of Ar.CUaiice number and expiration date by the Miami-Dade County Product Control Section.
0 so
•••:•• 11 issiLE f �MCT RATING:Large and Small Missile Impact Resistant
:....: LA]ML[NG-Aveimanent label with the manufacturer's name or logo,manufacturing address,model
•••• ndlnber, the plAtive and negative design pressure rating,indicate impact rated if applicable,installation
• •ittOnktion dr'atdrhg reference number,approval number(NOA),the applicable test standards,and the
staterpent raadQ Miami-Dade County Product Control Approved' is to be located on the door's side track,
•36tta h angle,or inner surface of a panel.
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 revises NOA#12-1204.10 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0225.08
QMIAMMI-DMADE COUNTY Expiration Date: February 14,2018
�. Approval Date: May 7,2015
O41?9'�d 15 Page 1
LHR BRACKET (2-1/2" :
ATTACHED WITH (2) 1/4
SCREWS. NOTE THAT LHF
USED WITH "DOUBLE EN(
ZONE B-3 SHEET 1.
DOUBLE HORIZONT/
S TRACK.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
GALV. STEEL DOUBLE—END—STILE FASTEN
CREW. END STILE DIM.: 5-3/4 X 2--1/8" X 3
•• • • • • ••• ••• 18 GA.
• • • • • • • • • 7/16" . ROUND FASTENI
PUSH NU
• • • '' '
• ••• • • • • •• • #14x5/
• . • . • • • • FASTENER.
t •• • • • ••- ••• ••
14 GA. GALV. STEEL ROLLER HINGES FASTENED
T STILES W/(4) EACH #14x5/8" SHEET METAL SC
0:0 ••• :00 • • • Ic AND (2) 1/4" SELF TAPPING SCREWS PER END
• • • • • • •
•: •• . • • • •• • 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL
S„FtiTION C—�
• DESIGN LOADS: +46.0 P.S.F. & —50.0 P.S.F.
• • • • • ' ' ' ' ' Unless Stoted Otherwise 8585 Duke E
.. .. . . .. .. „C[opay
• • ' TOLERANCES ore Tel. No 51 45
`Tel. No. 513—;
.0 = ±.031 Building Products Company Fox Na. 513—,
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104752,titled"2"EPS Ins.Doors to 187",sheet I through 3 of 3,dated
11/09/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company,
signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA#12-1204.10"
.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,TAS 202-94
5)Tensile Test per ASTM E8 .
along with marked-up drawings and installation diagram of 18'2"x 8',27ga steel garage door
Model 4300W8 with windows,prepared by American Test Lab,Inc.,Test Report No.
ATLNC 1009.01-12R,dated 11/20/2012, signed and sealed by David W.Johnson,P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,prepared
by Stork Materials Technology,Test Report No.30160-04-63365,dated 01/26/2005, signed
by John D.Lee, P.E.
C. CALCULATIONS "Submitted under NDA#12-1204.10"
1. Jamb anchor calculations prepared by Clopay Building Products Company,dated 11/12/2012,
•. signed and sealed by Scott Hamilton,P.E.
0000..
• ' D.
..•QUA'L,ITY ASSURANCE
0000
'
01. ; Ximmi-Dade Department of Regulatory and Economic Resources(RER)
• • .0000.
TMAL CERTIFICATIONS
••• •• 1. "'1Vblice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan
0000. .. .
••; •••�olrycarbonate Sheet Products,approved on 11/28/2013,expiring on 07/17/2018.
•••••• 2. report on Surface Burning Characteristics,per ASTM E84 of Type I EPS, Test Report
';•••• ..:NA. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed
• by.Javier Trevino.
•••• .....: 3. Tett report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS,Test Report
• No.3082959-500,prepared by Intertek Testing Services,NA,hie.,dated 09/16/2005,signed
by C. Anthony Penaloza.
F. STATEMENTS
1. Statement letter of code conformance with the 2010 and the 51'edition(2014)FBC issued by
Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,
P.E.
2. Statement letters of code conformance to 2010 FBC and of no financial interest,issued by
Clopay Building Products Company,dated 11/13/2012,signed and sealed by Scott Hamilton,
P.E. "Submitted under NOA #12-1204.10"
t
'041f-71-2015
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0225.08
Expiration Date: February 14,2018
Approval Date: May 7,2015
E-1
-4 13 2 1 1
MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET REVISIONS
CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 1 OF 3 REV. NO. ZONE: DATE: ECN NO, APPVD:I DESCRIPTION
01 - 2/2015 - SH ADDED CODE COMPLIANCE STATEMENT.
HOLMES- -- - X66, 66G. 6200 - 68, 6201 67, 67G, 6203. _
OPTIONAL ROW OF IMPACT-RESISTANT GLAZING.
IDEAL -- $P200 sFzao sEzoo IMPACT—RESISTANT CONSTRUCTION:
MAX. GLAZING SIZE IS 18-1/2' x 51". SOLID COORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
GLAZING IS INJECTION MOLDED GE LEXAN IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND
D (1) 20 GA. BACKER PLATE BETWEEN EACH SLX2432T, AN APPROVED CC2 PLASTIC IN GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH D
EMBOSS LOCATION THAT CONTAINS A CENTER ACCORDANCE WITH IBC/FBC 2606. IBC/FBC 2606.
HINGE. ATTACHED WITH DOUBLE SIDED SEE SECTION B-B FOR ASSEMBLY DETAILS.
ACRYLIC ADHESIVE TO BACK OF DOOR. NF —
A THE ER ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
(GLAZING SHOWN IN INTERMEDIATE SECTION.) LOAD WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
F
STRUT AND TOP BRACKET CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT.
ARRANGEMENT WITH STANDARD STIR
/ /il / /Ff Y/ / / /r ORD ILE GTLAZEDN(SHOWN)TOPECTION SOLID STANDA DDENOSTITOPBLEAANDT LIITTES�IN TOP TSECTION.
WITH
'-1-16 GA. DOUBLE END STILES.
c U MAY BE NOTCHED FOR LITES.
�p 11
11
1 111 11
I 11
I IIII I 1111 11
I If 1I�1 11
I IIII 1I1I 111
I I 1 1 I I I I I I I1 / / / / r
/ /
N 11
U
x C ==--=(i iF=-
4 3 1412 1
MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET REVISIONS
CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 2 OF 3 IREV. NO.1 ZONE: I DATE: I ECN N0.I APPVD: DESCRIPTION
- - - -
HDLMES -- 66, 66G, 6200 68, 6201 67, 676, 6203 01 SEE REVISION HISTORY ON SHEET ONE.
IDEAL -- SP200 SF200 SE200
D SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR. D
HORIZONTAL (TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES; - TOP SECTION WITH LITES: (2) 18 GA. GALV.
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1,95" THICK, 1g DENSITY STEEL TOP ROLLER BRACKETS (2-7/16" x
THE 2x6 VERTICAL SYP(GRADE/2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR IS EXPANDED POLYSTYRENE FOAM - 3-3/4"). EACH BRACKET ATTACHED W/(4)
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. INSULATION LAMINATED TO BOTH `t #14x5/8" SHEET METAL SCREWS.--
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+414 LB& -488 -r SOLID TOP SECTION:3. I.S.PER LINEAR FOOT OF JAMB. EXTERIOR AND INTERIOR SKINS. S� Pl: (2) 12 GA. GALV. STEEL
4. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A FOAM MANUFACTURED 8Y TOP ROLLER BRACKETS (2-1/2" z 5-3/8").
FASTENER FLUSH MOUNTING SURFACE. PREMIER INDUSTRIES, INC. OR EACH BRACKET ATTACHED -1/2 //14-3/8
TYPE 5. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE FALCON FOAM. SHEET METAL SCREWS. ADJUSTABLE SLIDE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. ATTACHED TO TOP BRACKET WITH (2)
WOOD FRAME BUILDINGS 1/4"xt/2" BOLTS AND NUTS PER BRACKET.
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3)2x6 PRESSURE
MAX.O.C. TREATED SYP(GRADE y2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 Ps
NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO WO'HIGH OR (4) 2x6 TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
PRESSURE TREATED SYP (GRADE p2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN (DRAWING QUALITY) WITH G-40 MIN. GALV.,
C 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb)FOR DOORS UP TO 16'0"HIGH. STUD BAKED-ON PRIMER AND A BAKED-ON C
WALLS 7O BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 4 POLYESTER PAINTED TOP COAT APPLIED TO
2x6 VERTICAL JAMB B14L OR CONCRETE r BOTH SIDES OF STEEL SKIN.
226 SYP(GRADE /2 OR BETTER)WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK
WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND 4-1/4" 14 GA. GALV. ROLLER HINGE. EACH HINGE
REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO 71E BEAMS.ALL BARS L FASTENED TO END STILES WITH (4) 14x5/8"
SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. SHEET METAL AND 2 1
BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT VIEW "D" ( ) /4"x3/4" SELF
OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 4" TALL TAPER STRUT. i TAPPING SCREWS. SEE VIEW "B".
MIN. 0.062" GALV. STEEL, 3" TALL X 20 GA. GALV. STEEL U-BARS.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT MIN. 80 KSI. __ONE U-BAR AT THE TOP OF EACH SECTION.
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE 70 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) ATTACH WITH TWO 1/4"x3/4" SELF TAPPING
MAXIMUM SCREWS PER HINGE.
ON-CENTER
DISTANCE STEEL 27 GA (0.016" MIN.) EXTERIOR STEEL
BETWEEN ONE 4" T-STRUT PER SECTION SEE VIEW
BUILDING TYPE FASTENER TYPE FASTENERS'WASHERS REQUIRED? SKIN (MIN. YIELD STRENGTH: 37.4 KSI, "D"). EACH T-STRUT ATTACHED AT EACH
ANCHOR 5-t2" 1"ODRAWING QUALITY) WITH G-40 MIN.t a"x 1-1 q"MI E 8 0 i CONCRETE T �HINGE LOCATION WITH (2) 1/4"x3/4" SELF
3K WN.
CONCRETE -lT*w x t MIN.EMBED TAPCON CONCRETE ANCHOR 6 t O.D. GALV, BAKED-ON POLYESTER PAINTED TAPPING SCREWS.
B2000 PSI CONCRETE 3/8"X 1-3/4"MIN. EMBED WEJ—IT ANKR TITE SLEEVE ANCHOR TOP COAT APPLIED TO BOTH SIDES OF B
D STEEL SKIN.
FRAME(SYP 0.55 SGI 1 NT
• FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING. \} 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. WITH (2) 14x5/8" SHEET METAL SCREWS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
,,,�GOli.HAM�4�O��, °N14x5/8" SHEET METAL SCREWS SECTION A-A (SIDE VIEW)
*2• Loll,
No 6 • BHIOobwlidrflwiai O Q •• •• • • • • •
5. 1/4"x3/4" SELF • • • • ••• •
4V rS AMW TAPPING SCREWS. ••• •• ••+ • • • DESIGN 4LOADS: +46.0 P.S.F. & -50.0 P.S.F. PART NO.: N/A A
i
STAT OF m VIE C U"Stated dnere,se Clopay 8585 DukE Boulevard VINDLOAD RATING
:• (V sI ]4 GA. END HINGES 18 GA {MIN.) INTERMEDIATE HINGE • Mason,OH 45040 USA (''�
1p? VIEW ..e., W.,. . TOLERANCES ore TN.No.513-770-4800 W O D P 4 6
.0.= 3.031._ _BuUm Pro&xls Compaq Fox No.513-770-4853
prrT�NALEp�` • ••• • ••• 00= 3.015 DESCRIPTION: 2" EPS INS. DOORS TO 18'2" (SEE TABLE FOR MODELS
• • • • • •• 00%WV,• 3.005 DRAWN BY: SH DATE: 11/8/12 SCALE: Nis
DESIGN ENGINEER; • • • • • 0 D.00
q eeg= *1/2' DWG.
• • • • CHECKED BY: SH DATE: 11/9/12 SHEET 2 OF 3 ISIZEB
SCOTT HAMILTON, P.E. • •• • • • • Meas Stolid OLnar.:se
FLORIDA LICENSE No. 63286 ••• • AARNSION*A&E IN INCHES. DWG. NO.: 104752 VER: MD
4 316. 2 1
• •
4 3 2 1
MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS
CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
01 - - - - SEE REVISION HISTORY ON SHEET ONE.
HOLMES -- 66, 66G, 6200 66, 6201 67, 676, 6203
IDEAL -- SP200 SF200 SE200
D D
C C
LHR BRACKET(2-1/2"x 5-3/4"x 12GA)
ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE ENO STILE"AS SHOWN IN
3" TRACK CONFIGURATION NOTE, TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET t.
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
LL SIZES), WIND LOAD RATING OF THIS DOOR.CENTER HANG REQUIRED FOR (ALL SIZES) LOW HEADROOM OPTION
DO
ORS OVER 8'HIGH,
DOUBLE HORIZONTAL
PRODUergeniM. 1" DOOR OVERJH SIDE) TRACK.
r�Yb•-'i61ri'lofim .
STOP MOULDING BY DOOR INSTALLER 0 SUI p
AcIeWIoWm 2x6 SYP WOOD JAMB. SEE T) ( )#8 X 1/2"WAFER U
B 3"CALV.TAPERED STEEL TRACK AND ANGLE.TRACK
Ae+Ylle(14p� "JAMB PREPARATION NOTE". 16 GA GEND STEEL DOUBLE-END-STILE FASTENED WITH 1
THICKNESS:0.101".ANGLE THICKNESS:0.080". HORIZONTAL TRACK SCREW.END STILE DIM.:5-3/4 X 2-1/8" X 3/8".
w ,xs,p.
MIN.
AN
DIMENSIONS 3-1/4"x 2-7/8". SUPPORT BY DOOR
ft VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT).
.on11E1 JUNCTION.TWO 1/4"BOLTS FROM LAST MOUNTING 3-I/4"x 2-7/8" MIN. x 0.080
ANGLE. SEE LAG BOLT MOUNTING&NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 18 GA.GALV. STEEL CENTER HINGE
CONFIGURATION ON . 7/16"I.D. ROUND FASTENED TO INTER.STILES W/(4) EACH
PUSH NUT ADDITIONAL MOUNTING SLOTS FASTENER. A14x5/8"SHEET METAL SCREWS.
SPACED AT 12"CENTERS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
00.101"THICK 3"GALV. STEEL TRACKD' _SHEET i4}�� !11O ,, U �12"ON CENTER TAPER D TO TANG E WI HAPERED GONETI1/4 z5/ ANHED TO IDE(2) 1/4"SEF TAPPING SCREWS PER LE DRHENGE.
_ NUT AT EACH MOUNT.
♦♦ 5�•CYC SF�••�
--46-
46 3"DIA. 8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
ONE.Y"TRACK BOLT AND NUT A7 EACH • • •• • • • • •
y( a122",
MOUNTING SLOT LOCATION. • •• • • • • ••• •
'flT E/IBIS�lz D • • • • • • DESIGN OARS: +46. P.S.F. h -50.0 P.S.F. PART NO.: N/A A
STAT OF :41 DOOR VERTICAL •• •• Staee Olne nne _tf 8585 Duke Boulerord vIN➢LOAD RATING
O• .-4Z/ MEKrHT TRACK LENGTH ■='Oa7_ 7 TOLERANCES o e _l/ �] y Mron,OH 45040 USA /O DP46
Tel.No.513-770-48WONA; ?O♦ 90-0" 96DISTANCES"A1-5/8"LAG SCREW S THE TRACK�OL1S tICP 3ED/ZT�HOE SAME •• �00�� }.00105 DIESCRIPTIONldiq N00, o 2" EPS INSSt000RS 0 18'2` (SEE TABLE fOR MODELS12-O 1 2 46 ETC.). ADDITIONAL SCRCWS LOCATED Ai 16". 2�. & • ,000 3.001 DRAWN dY: SH DATE: 11/8/12 SCALE: NTS pyyG,
/2" 14-0 1 •DeOre 31/2•DESIGN ENGINEERIao"FROM eoTTOM. iwB SQtEWS ALSaLO•ATED•BONESCOTT HAMILTON, P.E. 16-0 180 VERTICAL/HORIZONTAL Tf7ACK JUI*TION.• • • • v CHECKED BY: SH DATE: 11/9/12 SHEET 3 OF 3 SIZE
IF
LORIDA I NSE No. 63286 •• •• • • • • Arlo::sla•a otnerwl.e
•MFNSIDN�4f+E IN INCHES. DWG. NO.: 104752 VER: MD
4 3 2 1
. . •_• • :.-S.:
-