HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
PLANNING& DEVELOPMENT SERVICES
COUNTYBUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772),1462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 33 MAJESTIC WAY
FORT PIERCE, FL 34949
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS: I'
RwISIONI TO OPENING # 1 IN ORIGINA6 PERMIT
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3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: 061890 ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: VMENT ASSOC.
QUALIFIERS NAME: WAYNE THOMAS BURNETT
ADDRESS- 3044 SW 42ND STREET
CITY: HOLLYWOOD STATE: ZIP: 33312
PHONE(DAYTENJE): 954-7924415 FAX:
4. OWNER/BUILDER INFORMATION:
NAME: LINI)A ROSENDAHL
ADDRESS: 33 MAJESTIC WAY
CITY: FORT PIERCE STATE: FL ZIP: 34949
PHONE: _7723598328 FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: N/A
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTE%IE): FAX:,
Revised 07/22/2014
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FHA - DIAGRAM SNEET�I�:A
NO CHANGE IN
FENESTRATION PROPOSED. RENG TECH MEMURE_DATE
SIZE FOR SIZE. �� •_._;<. .,_. _ I ,, -7
CUSTOMERS NAME 111A LEAD NUMBER- �, ;ROOF HE}GHT� FLQOR NUMBER . TOTAL#OF FLOORS
ER': - . .TYPE OF,PROPERTY !
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M IAM 1•DADE MIAMI-DADE COUNTY
16-CAUNM 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.gov/economy
Eurotech Industries,Inc.
4201 NE 12 Terrace
Fort Lauderdale,FL 33334
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:Aluminum Outswing Entrance Door-LMI
APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door",sheets
1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp 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
Limitations:
1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2.
2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate
approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and series
and following statement: "Miami-Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate'this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA'
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0303.09 and consists of this page 1 and evidence page E-1 &E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 15-0729.14
MIAMI•DADE COUNTYM Expiration Date: June 10,2019
ylY1 1 \t� Approval Date: March 3,2016
`, rv1 Page 1
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
(Submitted under NOA No. 09-0310.15)
2. Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door", sheets 1 through
5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading-per FBC,TAS 202-94
3) Water Resistance Test per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411 3 12.1 and TAS 202-94
5)Large Missile Impact Test per FBC;TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering
.Testing Inc., Test Report No(s). HETI-08-2021,08-2022, 08-2023 and 08-2024,all dated
03/15/08,signed and sealed by Candido Font,P.E.
(Submitted under NOA No. 09-0310.15)
2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411 3,'.2.1 and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering
Testing Inc.,Test Report No(s).HETI-03-1882, 08-1889,08-18890 and 08-2024,dated 01/15/04
thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under NOA No. 08-050710)
3. Tensile Test prepared by Hurricane Engineering&Testilig,Test;No. HETI-04-T100,dtd
01/29/04,tested per ASTM E8-01, signed &sealed by Rafael E..Droz-Seda,P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Farooq Corp.,
signed and sealed by Javad Ahmad,P.E.
2. Glazing complies w/ASTME-1300-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"Sentry Glas
OO (CIear and White) Glass Interlayer", expiring on 07/04/18.'
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their"Butacite
PVB Interlayer",expiring on 12/11/16.
Jorge M.PIasencia,P.E.
Product Control Unit supervisor
NOA No. 15-0729.14
Expiration Date: June 10,2019
Approval Date: March 3,2016
E-1
Eurotech Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 &no financial interests,prepared by Al Farooq
Corporation, dated 07/23/15, signed and sealed by Javad Ahmad;P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. Notice of Acceptance No. 14-0303.09,issued to Euortech,Industries, Inc.,for their Aluminum
Outs'wing Entrance Door-LMI", approved on 05/1/14 and expiring on 06/10/19.
2. Test proposal#07-3527 approved by BCCO.
(Submitted under NOA No. 09-0310.15)
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REVISIO" N
Jorge M.Plasencia,P.E.
'Product Control Unit Supervisor
NOA No. 15-0729.14
Explration Date: June 10,2019
Approval Date: March 3,2016
E-2
_ _ V
(4)ANCHORS
AT MTC.STILE ENDS--,," 75 3/4-
42' a o
j I Ii SEE SEPARATE NOA it I i FRAMEWIDTHAT 3"O.C. FRAME WIDTHIt FOR 7 o
RATING'A 7DO DETAILS 11 I i 13'MAX. Z A
III III HEAD/SILL DOOR HINGES 1J'MAX. 6°MALI. W
y SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL
I I--- ----------= 1 I FALSE MUNTINS FOR QUANTITIES CORNERS
j I -- ---------- I I CORNERS A MAY BE USED & CAPACITY ------ �,'g, ,0 0
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� / LEAF
S RATING AND DETAILS j / LEAF
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DOOR HINGES w N j X O g,�
SEE SHEEP 2 m„°'1 MIAMI-DADE COUNTY mw
FOR QUANTITIES 3 2 N
& CAPACITY .31 3/4" c 5 m APPROVED MULLION 29" 20" ¢ <}ri
_ O SEE SEPARATE NOA o
D.L OPG. O D.L_OPG. O.L. OPG. a 0
ro
ALUMINUM OUTSWING ENTRANCE DOOR 3s 1/B" 36 3/8°' 36 3/8"
LEAF WIDTH LEAF WIDTH LEAF WIDTH
APPROVAL APP BLE (XX),LTAF DOORS. TYPICAL ELEVATIONS E
ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELI7ES (J)ANCHORS
AT MTG.STILE ENDS
USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3"O.C. 0 °
ALSO SINGLE AND DOUBLE DOORS WITH OR.WITHOUT SIDELITES IN q✓:�;o
COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED = a
u
MULLION IN BETWEEN. v b a a
LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION
APPROVAL WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED i0 COMPLY �THEREQUIREMENTS OF THE FLORIDA BUIIAND CODE INCLUDING HIGURRICANE ZONE (HVHZ)• da m°°
1BYR
TO TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS Eagr.JAVAO AHAIAD
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. CMIL rRODUCT NY.V1,q j
SHUTTERS ARE NOT REQUIRED. FLA PE r1161he itfof{d4
eR 111
70392 er"-P-M-9
OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA. 638 RIIMIep-M-9
NOT PART OF THIS APPROVAL - CcapleeceNo l$"-07Z9,�L� o Y
A LOAD DURATION INCREASE IS USED IN,DESIGN OF ANCHORS INTO WOOD ONLY. Eylke7ae0uc�gM_Jp��e1y o o
ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. 8201.5 r<7 _ .drowlono.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT m3 eTroduT O
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L W04-01
REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet oF. .5
ITEM f PART READ. .DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
1 .ER006 AS REOD. .DOOR FRAME 606346 - p
2 ER012 'AS.REOD. DOOR LEAF 6063-T6 d.
3 VZ1566 1/LEAF DOOR.BASE BOARD 606346 - z w 3
4 V2-1483 A/DOOR FRAME SILL 6063-T6 - C
5 - 1/DOOR SILL BASE 6063-T6 - (-
6 VZ-1481 AS,REED., ASTRAGAL STILE 6063-76 - IL (�
7 VZ=1535 4/LEAF GLAZING BEAD 6053-T6 -
\ B 2801 AS REDD. CLA21NG GASKET EPDM OUROMETER 75±5 SHORE A
/ 9 - 1 SHEAR CUP 6063-T6
/ / \ 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO
11 00600X 4/LEAF HINGES ALUMINUM GIESSE G M
12.. #10-X-3/8' _4/HINGE HINGE-INSTALLATION SCREWS PH MACHINE SCREWS 1.1' _Q`8 -
\ \ \ 13 - AS REOD. BULB!STRIPPING - - 8 �'
14 010 x 2' ASSEMBLY SCREWS - HH
1 AS REDO. SELF GRILLING
15 _/12-X 1-1/4 - FRAME ASSEMBLY SCREWS ISMS
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DESIGN LOAD CAPACITY - PSF - DESIGN LOAD-CAPACITY-PSF- -- -- - DESIGN-LOAD CAPACITY_-PSF---- __ 3/16"_HEAT_STREN'D_GLASS _ - - 3/16"HEAT STREN'D_GLASS.
SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORSJo
.090' Intarlayer 100'Interloyer l
DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE'B' DOD 'OR'B' Kuraroy Butaaite PVB Kumroy.SenlryGlas ._. U „oL
WIDTH HEIGHTP751.0
INT. (-) WIDTH HEIGHT EXT. (+) INT..(-) WIDTH HEIGHT EXT- (+) INT. - By 'Kuraray Americo,Inc.' By'Kuraray Americo, Inc.' 0 Z
0
2/6 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEAT STREN'0 GULSS 3/16"HEAT STREMO GLASS o M m
3/0 6/8 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 Ld lil w M
3/6 85.0 3/3 100.0 140.0 75.0 c3 M
2/6 85.0 2/6 100.0 140.0 6/4 75.0 75.0 d W
SILICONE w SILICONE _~I`
3/0 7/0 8s.0 3/0 7/O 100.0 140.0 5/0 75.0 75.0 t. O n
8/1 z m GE SCS 2800 i m GE SCS 2800 Z LIj o1Oi
3/6 85.0 3/3 100.0 140.0 6/4 75.0 75.0 gut SILGLAZE II vi SILGI A7F 11 z - ¢
2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR yry I,y ' 3 Y of o
3/0 B/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WATER INFILTRATION z5 g_ li�i c� A _ U w wQ
IS NOT REQUIR
3/6 75.0 85.0 3/3 100.0 140.0 it p 4 h Z a'ri
LIMBEXTERIOR(+)LOADS T0.48 PSF
DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER
WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. �I Q W J
{S REQUIRED, IS REQUIRED.
O
LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS:
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED'CONCEALED FLUSH BOLTS.AT ACTIVE iFAF: LASS. TYPE ''A' GLASS TYPE 'B'
36"FROM BOTTOM, KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED!FLUSH.BOLTS AT P
TOP AND BOTTOM OF ACTIVE LEAF PART#02181 NG OPTIONS
EXTERIOR AND THUMB TURN ON INTERIOR.
ATTACHED WITH(4) X10% 1-1/2'SMS. Z_s S
STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE At TACHEO' S. o n w
r °
1-1/4"X 1/4"X 16-1/4' LONG 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK.STILE ,9
ATTACHED WITH (2) #8 X 3/4'SMS AND THUMB TURN ON INTERIOR. 36"FROM BOTTOM, KEY OPERATED ON.EXIERIOR G
STRIKE PLATE AND THUMB TURN ON INTERIOR.
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HINGES SINGLE DOORS: 1-1/4'X 1/4"X 16-1/4'LONG
ATTACHED WITH(2) #8 X 3/4"SMS INACTME LEAF NOTE:
TWO-HANDED COMB HING GLASS CAPACITIES ON THIS SHEET ARE rn S=-
EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALEO FLUSH BOLTS AT a'q
BY'GIESSE' HINGES SINGLE.DOQ$S' TOP-AND BOTTOM OF INAGTNE LEAF PART X02168 BASED ON ASTM E13O0-09 (3 SEC. GUSTS)
(5) PER LEAF TWO-HANDED COMB HING ATTACHED WITH (4) RB.X 1-1/2" SMS. AND FLORIDA BUILDING COMMISSION '> $$ s
AT 6, 12",35',63-1'/2"AND DECLARATORY STATEMENT'DCA05-DEC-219 m °��
92-1/2'FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2
BY'GIESSE' HINGES DOUBLE DOORS:
(7) PER LEAF AT 7/0 AND 8/0 DOORS TWO-HANDED COMB HING AT 3'. 9'AND 26-3/B"FROM En9r.JAVAD AHMAD PRUUUCT KIKVIUD
TOP AND BOTTOM.ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CML IU anuDl➢Ing»11�
BY GIESSE' FIA.PE y 70592
(6) PER LEAF AT 6/8 DOORS (5)PER LEAF
CA.N.3538 Ruh1LoB Cad. c !? n
AT 3", 9-AND 26-3/8'FROM (5AT 6", 12'.35',63-1/2'AND 4[cc(lxnre Yo IS-O q.lY '
TOP AND BOTTOM 92-1/2'FROM TOP OF DOOR ALI"r`I"O O'" 3019
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JL F6k fie• nrlalx ri�rLy droving no.
NOTE:TOP AND BOTTOM FLUSH BOLTS'MUST BE W04-01
ENGAGED DURING.PERIODS OF HURRICANE WARNING:
sheet 2of 5
1BY SEE ELEVATIONS r
TYPICAL ANCHORS o
TYPICAL.ANCHORS
TYPICAL ANCHORS W000 BUCK FOR SPACING o w SEE ELEVATIONS METAL
SEE R SPACING STRUCNRE ,� 3
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ACCESS HOLES SEE ELEVATIONS 1� N
WITH PLUGS FOR SPACING I W60D BUCKS AND METAL STRUCTURE NOT BY EUROTECH
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM.AND
7 q Jj SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE. o
FOR-TRANSO
- L=-----1tli RATING AND ETAIL§
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DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=1S5 HS'WOOD BUCKS OR WOOD STRUCTURES �' Z�i " MIN. PENETRATION INTO WOOD (HEAD/JAMBS) to M
--- W W w to
BUCKS INTO CONC. OR MASON z nn
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0 !i O Ij j1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
K ii ii II II � :n
Ci U+ I`------ ---------_-� DIRECTLY INTO CONC. OR MASONRY zN 2
o WLi 1-1/4" MIN.. EMBED INTO CONCRETE (HEAD/SILL) 3 = M o
>C 13 ❑ MIAMI-DARE COUNTY 1-1/4" MIN. EMBED INTO CONC. OR.MASONRY (JAMBS) W w In
W
w ' APPROVED MULLION 0 F-Z 7 v
I SEE SEPARATE NOA O
= 614- SMS'OR SELF DRILLING SCREWS .(GRADE 2 CRS) g um).
" TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 7 N
13 SEE ELEV. FOR SPACING ¢ W ri
�I INTO METAL STRUCTURES 0
IU`l STEEL 1/8"THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)'
h h (STEEL IN CONTACT I H ALUMINUM TO BE PLATED OR PAINTED)
_ii li 4 !INTO
ICAL EDGE DISTANCE S
CONCRETE AND MASONRY = 2-1/2 MIN.WOOD STRUCTURE - 1" MIN.#B X 1/2'SMS METAL STRUCTURE = 3/.4" MIN.
3'FROM ENDS
AND 10'O.C. MAX. WOOD A - . 5 MIN.
3 CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN.
(4) Al2 X 1'sNs C-90 HOLLOW/nU.E0 BLOCK AT JAMBS f'm = 2000 PSI MIN. o
AT 2"O.C. MAX.
2 AT CENTER OF SILL SEALANTS: '>
4 ALL FRAME AND, LEAF CORNERS AND JOINTS SEALED WITH O_
13 REOD.AT ADSEL OR TEKNA 50729 SEALANTS.
CIVIL
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O.L.OPG. SMS m a$
LEAF WIDTH o n
LEAF WIDTH
FRAME WIDTH O
DOTTALE DOOR "f7 JAVAD AHLUD rRUDu(TR6Yi1CD •°
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