REV-18-1573I�5�1'ellliami Shores Village
6I291 0' Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PER IT APPLI
BUILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: 15e, Kw 94. ST
City:
Miami Shores County:
RECEIVED
JUN 0 7 10189.
FBC 20n Xl
aster Permit No. - 287o
Sub Permit No VI 15"'r15 II
❑ R z ❑ EXTENSION El RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder): :0C911--0Z `4C
Address: 1P3 j+ j 1 hle 1 cr b015
City: ,V State: 1
BFE:
NO
FFE:
Phone#: 3t>5,26 »z
zip: 3?i 143t,
Tenant/Lessee Name: I Phone#:
Email: i2QJQ1' o l0 A-er e eyiNai k • CZ,Vi'1
CONTRACTOR: Company Name: JcSQf iota o —*cna1 tri( Phone#30S 9z6.Gl i a9
Address: \BIS 1 N i1 .31• C.? pg. I.O15
City: I -t U (lA?PIP State:
Qualifier Name: J 12. '1.-1
State Certification or Registration #: C-Ge
tGo906 '
Zip: v3'vd,o
Phone#: aCDS 26, i'Z
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage, of Work:
Type of Work: ❑ Addition Alteration
Description of Work: {(3 Q11k oce t _
�/�C� R1'' �P.�,cf' ltt.c
(k91Cu1
❑ New ❑ Repair/Replace n Demolition
Specify color of color thru tile: //����'"�
Submittal Fee $ Permit Fee $ c3D • co CCF $
Scanning Fee $ ' • CO Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
/'
Structural Reviews $ I S •
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ t —C - co
(Revised02/24/2014)
•h-
fin+-
Gv'.,,+
• a ,•
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
•
Mortgage 'Lender's Address -,.. i Ir _� l
1 i T
-
City State, 1 .r s , f j� • ! ! t : Zip` ,�
r ,M<, 1 I t
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 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
inspection will not be ap • ro ed ; nd a reinspection fee will be charged.
Signature 'Signature
NER or AGENT / CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrumenfwas acknowledged before me this
-� day of 3U�r�-r'�._ , 20 , by day of , 20 , by
�1 o(Z C rl Th2-17-who is personally known to , who is personally known to
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: /1 \\�‘‘ 01Illllllll%,� NOTARY PUBLIC:
*•t,0•hY Co�..v,/y
a af°t`•
`Sign: - - (s .• •— = Sign:
Print: sri---,�l. S aT; .= Print:
Seal: %`� G �a� Seal:
APPROVED BY
(Revised02/24/2014)
.51
( q, ir
1
Plans Examiner Zoning
r
Structural Review Clerk
..,..p6A1 1 1 S-7Z
JUN071018
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Dora!um Corporation
7040 N. W. 77 Terrace
Medley, FL 33166 •
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: Series "100" Aluminum Outswing Doors w/wo Sidelites - impact
• APPROVAL DOCUMENT: Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/
Sidelites (L.M.L)", sheets 1 through 10 of 10 (inclusive 3.1); prepared by Al Farooq Corp., dated 01/30/13
and revised on 12/11/15, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Section 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 Resistant
Limitations:
1. See DP tables for X or XX in sheet 1, Door w/ sidelites (w/wo reinforcement) in sheet 3_1. See Single
sidelite (standalone) DP capacity in sheet 3.
2. See allowable mulled configuration in sheet 3_1, not to exceed (5) panels w/ max two mulled sidelites.
3. Max door leaf width mulled with sidelites in sheet 3.1, shall not exceed = 36-7/8". See active panel 4-
point locking or active panel dead lock w/ manual bolts option in sheet 4.
4. Glass lites wider than 36" shall have two setting blocks per FBC requirements.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
MIAMI•DADE COUNTY
APPROVED
IAMI-BADE COUNTY
R rT► U T CONTROL SECTION
8 5 SW 26 Street, Room 208
T (786) 3 5-2590 F (786) 315-2599
www.miamid ade.¢ov/economy
NOA No. 15-0706.03
Expiration Date: July 04, 2018
Approval Date: January 21,2016
Page 1
Doralum Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA# 13-0219.07)
2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites
(L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp.,
dated 01/30/13 and revised on 12/11/15, 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with installation diagram of an outswing doors w/ sidelites prepared by
Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086
(FTL-12087), signed and sealed by Marlin D. Brinson, P. E.
(Submitted under previous NOA# 13-0219.07)
C. CALCULATIONS
1. • .Anchor calculations and structural analysis, complying with FBC-2014, 5th edition,
prepared by Al-Farooq Corporation, dated 06/19/15 and 12/11/15, signed and sealed
by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09.
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
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/2015, expiring on
07/04/2018.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butaeite®.PVB Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for "Saflex Clear and Color Glass Interlayers", expiring on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance and letter of no financial interest, prepared by Al-
Farooq Corporation, dated 06/20/15, signed and sealed by Java Ahl ,mad, P.E.
Jorge M. Plasencia, P.E.
Pr6duct Control Unit Supervisor
NOA No. 15-0706.03
Expiration Date: July 04, 2018
Approval Date: January 21, 2016
E-1
Doralum Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Laboratory compliance as part of the above referenced test report.
G. OTHERS
1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series
"100" Aluminum Outswing Doors w/wo Sidelites - Impact, approved on 07/04/13 and
expiring on 07/04/18.
2. Test proposal, dated 08/21//12, approved by Jaime D. Gascon, P.E.
(Submitted under previous NOA# 13-0219.07)
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 15-0703.03
Expiration Date: July 04, 2018
Approval Date: January 21, 2016
E-2
HEAD/SIIL
CORNERS
39 5/6' MAX.
000r1 FRMA&. W10171
11'
MAX._
r
I I I IT
/ :'PONT
,( LOCK OPTION'
( SEE SKEET 4
\
t•
\
TABLE I
AC1NE
T"t I IL
RL. OhG.
36 7/8"
• LEAF vnurH
TYPICAL ELEVATION
( X )
DOORS LOAD CAPACITY -
SINGLE DOORS (X)
PSP
000R DIMS.
LAMINA7017 GIAS8
RARE LEAF
WIDTH RAIN
FRAME
IIEK:IR
EX7.(*)
6T.(-)
39-5/8' 36-7/6'
96'
65.0
60.0
4' MAX
" NEA0/56 i.
CORNERS
c?-
0
.IL.0_213.._(?.P_
76' WX.
D00R 20446 Wi0�F1........
(A)
I -11-1 I
DEAD 80U
CN OT'IION // 1
E SHEET
TABLE 2
/
/
/
rn
\
I
11'
. HEW 5
SILL
H76 8
LT.
(7) ANCHORS
AT SIRE END
AT 3' 0.C.
SYEI L.ELIZLAIlQM
(xx)
DOORS (.0A0 CA'ACITY - PSF
DUUBLL (XX)
000R D8AS.
TARTRATE]) GLASS
=0
WIDTH
.,ICFDT H
FRAME
N[ONT
EXT.(,)
TNT.(-)
76'
i 35-7/6"
96'
65.0
60.0
NOTE:
COMPEWICE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY
BLDG. OFFICIAL PER FRC, AS APPLICABLE.
NOTE:
FLUSH BOLTS AND LOCKS MUST BE
ENGAGED 10 HEAD AND SAL OUF6N0
PERIODS OF HURRICANE WARNING.
NOTE:
CUSS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-2)9
(5) MOORS
r-Al 5TAE5 ENO
Al S O.C.
SURFACE APPI IEO
/- M
FALSEAYDE USED MUN11N5
— j WOKS/S0ELIIfS ARE RATED FOR URGE AND SMALL MISSILE MPACI.
� SHUTTERS ARE NO7 REQUIRED.
jl SER��5100 ALC�MINI��FR�NCH DOOM W/�IDELIT£5
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) IF.AF DOORS
WITH OR WITHOUT SIDEI.ITES.
SIDE LITES CAN BE ON ONE OR 801H SIDES OF DOOR.
SEE. TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES
ON SKEET 1.
SEE TABLE 3 FOR STA110NARY PANEL. (0) CAPACITY ON SHEET 3,
SEE TABLE 4 FOR SIDEUTE AND SIDELITE MULLION CAPACITY ON
SHEET 4.
THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION
CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY VAIN THE
REQUIREMENTS OF THE 2014 (51H E01T10N) FLORIDA BUILDING CODE
INCLUDING HIGH vEL0CITY HURRICANE TONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST 8E ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE A5 USTEO, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERNL SILLLL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING 0R LOADING CONU1110N5 NOT SHOWN IN THESE OETAX.S ARE
NOT PART OF 1H15 APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS 10 BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/META. SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FI.ORX)A BUILDING CODE.
DOOR LEAF HEIGHT a FRAME HEIGHT - 2.250'
DOOR LEAF WIDTH (X DOORS) -. FRAME WIDTH -« 2.750'
DOOR LEAF WIDTH (XX 000R5) w (FRAME WIDTH -- 2.2501/2
D.LO. HEIGHT -. FRAME HEIGHT - 12.250'
D.L.O. WIDTH (X DOORS) m FRAME WIDTH -- 11.625"
D._0. WIDTH (XX DOORS) a (FRAME W101N - 20")/7
Err 45070 NUNS
CME mower MkvTSED
FU. PE 2 r1..yiq.wM661F Motile
CAN. 3567 lW1gCr.
4.40.. FAN.-.51Q4,03
tlpnFM. Ow E!C IY
8
draw ing---
W13-03,
Isneet 1 „6) )O
HEADNESILL
CORNERS
41 3/4•
S1DEU1E WIDTH
(6) ANCHORS (5) ANCHORS
TAT DOOR MN110N AT STILES CND
( FRAME 4680 ..... 101. t/6'/_/ AT 3" O.C.
76'
POOR FRA11E WIDTH / ....
J ai
r
11 11 01 i-...t
1—t t!(17
@) i..
38 5/8-
D.L. OPC.
(4) ANCHORS /
AT DOCK MUUION..•
FRAME S1L
/
/
/
/
ACTIVE,
(7) ANCHORS
AT STILE END
-
A1 3' 0.C.
41 3/4"
55DEED0 WIDTH
3• r
YP.l TI r�1-'. cF) ro -r
1J II/I�I �.�tt 11_t:. I4I !t.
i
8•
-.._ ...__..-,
L. 01'C.
LOW -PROFILE. SMITE
TOP 8 BOTTOM FRAME
TYPICAL fl EVATIOU
( OXXOO )
(SEE INSTRUCTIONS M SHEET 3 10 DETERMINE MIRE ASSEMBLY 015104 LOAD RATING)
j.])ZIATE Q2.T.1O)
41 3/4"
SLOC.UMF. WIDTH ,.
(4) ANCHORS
-Al 51DEUTE M
FRAME SILL
(4) ANCHORS
-AT SMITE RUMOR
FRAME HEAD
SURFACE APPLIED
.'-FALSE HUMANS
MAY RE USED
W-PROFILE STDEUTE
_.FOP 8 BOTTOM FRAME
NOTES:
1. DOORS ARE WEWE0 FROM OUTSIDE.
2. FRENCH DOORS WITHOUT INSECT SCREENS.
CLA5$ DI 0. DIMS,
0.1..0. I(FI0HT (WON PROFILE 510ELITE) W FRAME HEIGHT - 14.375"
P.L.O. WIDTH (LOW PROFILE SIDEI.ITE) w FRAME.. WIDTH - 4.50"
D.L.O. WIDTH (SIDELITE) . FRAME WIDTH - 4.875'
0 L.O. HEIGHT (DOOR) . FRAME HEIGHT - 12.250'
D.L.O. WIDTH (X DOORS) FRAME WIDTH - 11.625"
01.0. WIDTH (XX DOORS) . (FRAME MOTH - 20")/2
Enp: <AILAHMAD YRrowMIMtN Mu6Ow MIY
FLA. PE d,{70507 Wgiod Code
D.A.N.' Ma64.44 Xo
8401.NW.14.
MMd
W13-03
dhe01 2 of 10.
TADLE 0
D6SIGR MAD CAPACITY - P8P
;BANE
WIDTH
13C1E5
CRAW
HEIGHT
INS,Y3
PANEL (0)
Fr.(*)
NE.(-)
4I 3/4
42
45
48
-
el1/2
65.0
80.0
64.6
....._..__.._
60.3
55.5
29.5
..__......-..
74.2
696
41 3/4
41
a5
48
ea
65.0
.......__,__...-._-
648a.6
....603..............
90.3
....56.............696.....
56.5
60.0
29.5
74.2
W.fi
44 3/4
42
t5
80
65.0
.._�__.
84Ba.6
....0.3
0
60.0
79.5
74.2
41 3/4
42 3/a
96
65.0
64.0
60A
79.5
41 3/4
a2 3/4
98
65.0 80.0
63.5 -i— ]8.1
5
38 1/A'
3.L. DPG.
HIGH PROFILE SIDELITE
TYPICAL FLFVATION4
( 0 )
a2 3/a'
FFAAiF W10TH
Jj
(c;) LX.. I
READ HEAD
SItE
38 I/a'
0.1. OPG.
LOW PROFILE SIDRLITE
i—
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTLI E1300-09 (3 SEC. GUSTS).
fry..4VAD *PAD
C.NI.
RA. PE 1 70592
CAN. 3535
2nte
P1N20UF.T NYVIeEO
YWAWYM«'WU Ay Ph.ya.
9 446. 1A�W1Sv10 jev
W13-03'i
sneel 3 of lOj
TABLE 4
MULLION/SIDELITX DESIGN LOAD CAPACITY - PSI,
551)10
DOOR
SIOELITE TO
SIDELITT
SIDETATX ro DOOR
FRAAIE
fincml
MAW
WIDTH
SIDEUIE
mom
................_.............
WITH REIM,.
._„_____....
W/O RHINE.
____
TITO RENE.
..-. -
9/0 REM6,
1NCIFES
NCHES
1A(111:5
FX7.(4)
9+74-)
EXT.(4)1513(-)
ME+)
INT.(-)
F03(.7)
1N1.(-)
24
65.0
80.0
66 0
60.0
65.0
80.0
650
80.0
30
65.0
60.0
65.0
80.0
65.0
80.0
65.0
80.0
36
65.0
80.0
65.0
50.0
65.0
80.0
05.0
80.0
'
26' (Xx)
41 3
- /"
5 0
•
•
SOO
•
65 0
•
80 0
6'0
3-
60 0
'
65 0
'
•
80 0
42
64.6
79.5
79,5
64.6
79.5
64.6
79.5
45
60.3
74.7
003
74.2
60.3
74.2
80.3
76.2
48
56.5
69.6
56.5
69.6
56.5
69.11
56.5
606
24
65.0
80.0
65.0
80.0
65.0
60.0
65.0
80.0
30
65.0
800
65.0
60.0
65.0
60.0
65.0
80.0
36
65.0
80.0
650
80.0
85.0
60.0
65.0
80.0
84
" (X)
41-3/4
80.0
65.0
800
65.0
80.0
650
60.0
'6. <X")
42
64.6
79.5
64.6
64.6
79.5
64.6
79.5
45
6273
2672
60.3
...79.5...
74.2
(sii
74.2
60.3
74.2
MI
56.5
69.6
563
69.6
56.5
60.6
555
656
24
65.0
800
85.0
80.0
65.0
80.0
65.0
80.0
30
65.0
60.0
65.0
60.0
65.0
80.0
65.0
80.0
w
39 5/8- (4)
38
650
78.1
65.0
80 0
650
80.0
65.0
80.0
-
76" (XX)
41-3/4
65.0
69.0
65.0
! 60.0
65.0
79.5
65.0
80.0,
42
64.6
68.6
64.6
79.5
_616_211_
_c!.§........Mk..
45
60.3
84.9
80.3
74 2 ,
00.3
74.7
60.3
74.2
24
65.0
80.0
65.0
80.0
65.0
150.0
65.0
80.0
30
65.0
75.3
65.0
710.0
65.0
74.0
65.0
80.0
96
91. C.")
36
cle
65.8
65.0
50.0
6510-4-48
li:iieoir
''. •"'
41-3/4
56.2
56.2
65.0
79.7
65.0
64.7
65.0
80.0
42
55.9
55.9
64.6
79.3
64.6
64.5
64.6
79.5
24
65.0
60.0
65.0
80.0
65 0
75.5
65.0
80.0
39 5/5' (X)
30
650
70.6
650
SOH
65.0
69.5
65.0
110 0
-
76' (XX)
36
59.9
__.................
599
650
.......................................
80.0
64.6
04.6
..........._
65 0
_...„....„
800
...........„
4,5/4
52.6
52.6
65.0
74.7
00.7
60.7
55.0
60.0
SWUM 910111
REINFORCNIC
AS REGO.
SEE CHART
SIOEUTE VADIH
(4)
39 5/8' (X)
76' (XX)
13004 flout IND 1
.siptir.rz TO SID LITE VITO DOORS
30 5/7 39 5/6' 39 5/8'
mAx, 5I061I11: 1 ,.IPCIIC ....'wA..w....,PCg .Si
5
xtciWE1TH wARN T IorWOTH r =
ROw,.
- .. ..._...
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INSTRUCTIONS'
USC CHARTS AS FOLLOWS.
( 043 )
S/DEUTF
76 MAX
S1OEUTE
WIDTH
OGOR FRAME
W.
A5,__
I 610111
,0
q
,
.. /q,i
, ,,
.,1
,T ,1
(.0
\
/
\
\
/ ,
t •
( 0450 )
(X00
(00X
SIDFUTL.. SIDELITE
rWIDTH 01010
59 5/8" 39 1/6"
mAx. XIDEUTE MAX.
0009 WIDTH T DOOR -1
MAW W. FRAME 13
26910.6 ANCHOR
SEE SHEET 2
SWUM
MOM
76 MAX.
DOOR f RAMC W.
( XOX
76 MAX.
DOOR FRANC W.
STLE ENI)
AKIRA
SCE SHEET 1
SIDEUTE SOEUTL.
WIDTH WOIN
1, SELLCI SINCIT OR (MULE DOORS CAPACITY FROM
1ABEE0 1 OR 2 ON SMELT 1.
2. SCLFCT SIOELNE AND SiOnfIE MULLION CAPACITY FROLI 1'4
IABLE 4.
3, LOWER VALUES FROW 676P5 1 ON 2 WILL APPLY
10 CNORE SYSTEM.
4, .MLECT LOCX OP DON AND CORRESPONDING
MAX. DESIGN 1041) FROM SHEET
REINFORCING
AS REIM.
SEE CHART
SIDELITE_M_DOOR
04490 ) MAX. PANELS
00XXO ) '
NOTE:
GI ASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTIA E1300- 09 (3 SEC. G)3STS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05- DEC -219
64., ;AV. MINAD
MIL
nA. PE 70597
CAN 536
016
61400UCT MEV )58.0
190pH466.6176114
11418166 C•414
55446486864 5851 0
Lstdralbo Dota
114
rim
T.1 I
I 2
' Ilt
it it t
drowing no.
W13-03
low 3.1or
ACTIVE I EA2•
4 POINT LOCK SYSTEM HY 'INTERLOCK' AT 38-3/4'
FROM BOTTOM
HANDLE ACTNATE6 DEAD BOLT AND SHOOT BOLTS
ENGAGING AT HEAD AND SRI.
KEY OPERATED ON EXTERIOR AND TNUMD TURN 0F1
INTERIOR
HANDLE FASTENED TO LOCK STILE WITH
(2) 18-32 X 2' ON MS
CENTER LOCK FASTENED TO LOCK STALE WITH
(2) /11-24 X 1/4' FH MS
JNACTIVE LEAF'
CONCEALED RUSH BOLTS BY 'REGENT'
MANUALLY OPERATE° LEVERS MOUNTED ON
INSIDE FACE. OF STILE LOCATED Al
11-1/2' AND 87-1/2' FROM BOTOM
1AS1ENE0 10 LOCK STILE YAM
/8-32 X 1/7' FN 7C M5 (2) SCREWS PER DOLT
LOCK OPTIONS:
ACTIVE (FM`
SURFACE MOUNT DEAD DOLT LOCK
AT 44-3/4" FROM BOTTOM, KEY OPERATED ON
EXIERION AND MUM/ TURN ON INFERIOR
FASTENED TO ACTIVE LEAF LOCK S1AE WITH
(1) /10-32 X 7' 0H MS
(2) /8-32 X (/2' FH MS
IFVER TYPE METALLIC HANDLE AT 38-3/4' FROM
BOTTOM. FASTENED 70 ACTIVE LEAF LOCK SRI.E
WRH (2) 18-31 X 1-1/4' RI M5.
AND (2) 18,32 X (/2' M MS
CONCEALED FLUSH BOLTS BY 'REGENT"
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE.
LOCATED AT 11.1/2" AND 87-1/2' FROM BOTTOM
FASTENED TO LOCK STILE WITH
/8-32 X 1/2- EH MS (1) SCREWS E'EN BOLT
INACTIVE I EAF
CONCEALED FLUSH BOLTS UV 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON
!ASIDE FACE OF LEAF STILE LOCATED AT
11-I/2' AN0 87-1/2' FROM BOTTOM
FASTENED TO LOCK STILE WITH
/8-32 X 1/2' FH MS (2) PER 00LT
39 5/8' 76'
`3/16- HEAT SIREN'0 GLASS 3/16' THAT STREW° GLASS
.090- Intartoyer .090' IMerlaver
1Solkv Clew NW Cob, Closa DuPont Bolacile END
1 Eastman Chemkal Co.' t Dy 'Ivraroy AMC,:w, Foe.'
3/16' HEAT S(REN'0 GLASS \ 3/16' HEAT STREN'D GLASS
Si1M011E SILT
GE 2ADUl l
GLASS TYPE 'G1'
3/16' HUT SEREN'D GLASS
090" IntetIoyer
O0Pont SaMryC a
By 'Koran, Anwr -0, Inc.'
3/16" HEAT STREN'D GLASS
IUUNGKS.:
3-1/2" X 7..-5/8' X .177." IRK. EXTRUDED KUM N*TOE
PART IF0-101 0Y SULLIVAN N ASSOC.
3 HINGES PER LEAF
AT 9' TROM TOP AND 80110M ANO AT WOSPAN
(SPACING NOT TO EXCEED a0" C.C.)
HINGES FASTENED WON /10 X 1' FII SM5
(5) SCREWS AT HINGE STI.F.
(6) SCREWS AT FRAME JAMB
GLASS TYPE 'G2' GLASS TYPE 'G3'
GLAZING OPTIONS
CAT (/4 ('DIMS ON UTES
9 W,OER TIWI 36' 0(ILY
GLAZING DETAIL AT SIDELITE
F8O0U40 k0V5LO
•w APITWIN S 4 FlerMl
Leldly Ce4e
4aa4PM4N No JIe.
taplrn
IIYi�
sheaf 4 o'to;
I/2" MIN.
THROW BOLT-,
PENETRATION
WEEP SLOTS.,
OPTIONAL'
t........._EOC..OIS(:.....
• C"OIGRETE'
• 1.
/LOGE GIST.
I/O* MIN.
THROW BOLT
PENETRATION
99ERABIF PARR
TYPICAL ANCHORS .
SEE ELEVATONS
FOR SPACING
'CONCRBT0 •
TYPK:AI ANCHORS
SEE ELEVATIONS
FOR SPACING
EOfi1. 015T.
c&.'cx:.tc." •.
TYPICAL ANCHORS
SEE ELLVATIONS-I
FOR SPAC01G
IBY OR 215.1
•• W000 BUCK
SEE NOTE. 5110E1
TYPICAL ANCHORS
SEE ELEVATIONS
FOP SPACING
WOOD DUCKS AND METAL STRUCTURE NOT BY DORALUM
;MUST SUSTNN LOADS IMPOSED BY GLAZING SYSTEM
:AND TRANSFER THEM TO TILE DUILDINC STRUCTURE.
TYPK.A_ ANCHORS \
SEC ELEVATIONS -
FOR SPACING
TYPICAI. ANC.IIOIRS: SFi: REV. FOR SPACING
1/4" 041. UITRACON BY 'FIFO. (Fu.,n AST. EY-155 KSO
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO W000 (HEAD/JAMBS)
THRU 1BY OR 2BY W000 BUCKS INTO CONC. OR MASONRY
1-I/4" MIN. EMBED INTO CONCRETE (HEAD/SILL.)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
1/4' CIA. TEKS OR SFEF DR!' I INC SCREWS (GRADE 5 CRS)
INTO MWAI-DADS COUNTY APPROVED MULLIONS (MIN. THK. - 1/81
INTO METAL. STRUCTURES (HEAD/SILL/JAMBS)
STEEL I/O" THK. MIN. (Ey 36 KSI MIN.)
ALUMINUM 1/6" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM 10 BE PLATED 012 PAINTED)
IYPIC.A/ FOOF DISTANCE
INTO CONCRETE AN0 MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
W000 AT HEAD OR JAMBS SO - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Fe - 2000 P51 MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS ern - 2000 P51 MIN.
ANCHORS MAY BE HEX OR FAT HEAD.
DOOR DETAILS
j1 MWO-WOE COUNTY APPROYEO !T
II SE'P(O MULIION
1 SCTE SEPARATE MIA
TYPICAL ANCHORS
SEE ELEVATIONS -
SPACING
rtrji-
Y 8 4
d Owin..,,.....o:.;'
W13 03
1 n el_S°'IO)
/A' MAX.
_....SHIM .....
TYPICAl ANCHORS
SCE ELEV.
FOR SPACING\
a
NE1AL .:
51R0C6URE
ACTIVE LEAF
EXTERIOR
DI... OPG.
36 7/6" MAX.
.100 WIOIH
39 5/8' MAX.
0004 FRAME' WIOIN
(1).
/ iorio eur±ii+-r
SHIM
,BY OR 294
-WDDD di0XS
SEE Sr,EC1 ,
•CONCRETE
OR BLOCK
1/1
IOCK OP500S
SEE 5NEE1 4
( LOCK OPTIONS
%SEE SHEET
TYPICAL. ANCHORS
SEE ELEV.
FOR SPACING
ACME LEAF
INACTIVE LEAP
rri
36 7/8- MAX.
LEAF WIDTH
CI
EXTERIOR
..... ?G' MAX.
0000 FI UME 4901H
D.L. OM;
2001{ DETAILS
!cy
En, FAWN *MAD
CNN
FIA F. I TOM
CAN.519
016
3/B' MAX.
LOAD BEARING
SHIM
\W000 STRUM
SEC NOTE SHEF
TYPICAL ANCITORS
-SEE ELEV.
FOR SPACRIG
PMUDUt7 k0049W
rmPbM wW M PI*
•.NNE CaN -
o10I..•1
4PiF.LM.6.I..
oln
drawing no.
W13-03
TYPICAL ANCHORS
• SEE ELEVATIONS
FOR SPACING
/10 X 1/2'
THREW) COI ONO
MACHINE SCREWS
O 6' FROM
EACH ENO
& AT NIDSPAN
TIP. HEAD/SILL
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
EDGE DLS1.
•:CO4ORE1E. •
IOW PROFILE
SREUTE
•
•' CON&RET(
.. < EDGE I1:51. 4
f,/
$10EldiE
BY OR Tar
• WOOD DUCK
SEE NOTE SHEET I
`0)
1/0' NAX.
SHIM •
/A' WAx..
SNIN +
• WIT?NETA1.
roncm. ANCHORS
- SEE ELEVATIONS
FOR SPACING
I/A'
$LOCK
O.L. OPG.
SIDELOE WIDTH
TYPICAL. ANCHORS
SEE ELE,
FOR SPACING
SIDELITE DETAILS
: )
EXTERIOR
06 7/0'
WAX. LEAF W001N ..�
39 5/6" (X DOOR)
76' (XX 000R)
AX.
.. ,_.OoO0 FNAMF. VlIDTM
L+Nr: dvAp ANNAU
CML
r1OniNT141V0G)
M•411P0X1„ vN01Ye / 9•146
MAIM. Cede
A«epumw c•ni
RXBImN. D.W ,CI •r
•
ITEM /
PART
r- 5H493
T-51494
T-5ls0_..
r-s3
1-51492
r--11502
READ. DESCRIPTION
1/DOOR FRAME HEAD
2/200rliAMC__..._....._.__._.—..
2/DOOR iN.WC JAMB
.__..0._......DOR.._._—.._.................
/LGAF DOOR TOP RAP.
..._..1_._.._.. DOR_.._._._..._._._....
t/LFA DOOR BOTTOM RNL
.......
2/ lW ADAPTER
DAPTERb�'1F.R
510-26890 1/00011 71111E61101D
r-51520 I/LEA HINGE 5111E
1- _. .._................
1-G149G 1/LEAF LOCK STILE
1-11500 ASS6(00. _._-...-........_- SIOEUtE SUP_. ....ON JAMB
ID
13
14
15
16
164
I'
15
19
20
22
23
24
25
26
27
28
29
T-11901 1/CORNER ASSEMBLY SIIYFENER
TO-107 3/LEAF BUTT IONGES (.122' 7HKJ
7-11499 AS REGO SIOCLIIE OLAZI 1 DEAD
1-55............ ___..PEOD._-...._.._.._ASE ADAPTER
1'-SI504 AS PEOD. S81EUtE BASE ADAp1EN
AS PE00. SOEMIE RUNT. CHARNEL
... ...,.,.S60
P0. SCRCW CAPP(OPTIONAL)
-..... .�_.._ ._...._.O.'
1-11498 AAS E0IONIa)
A5 RE00. SCREW CAP (OPTIONAL)
2/I.FAF 3/8' % 16 THRFA010 R00
2/HEAP 3/8' % 16 NUT
A_.. _.. 0 .........
5 REM. PVC WSERT
A5 RFOP UIiWJ'AO
-101 AS PE00. BVIb WEAtHEPStOiPPoNG
....__...W.
P5-8400 AS HE011. tNIE WITH NIEGRAL FIN W'SIfOPPN4G
5015
.. 5 ...US...W. ........... ..._._._.
A5 RE00 FLUSH 5O115
CP-0111 ENTRY LOCKSEI
G063-16
6083-T6
6061-T6 -
6061-76
__.....
6063.46 -
6063-T6
6083-66
6 ...3-16.
063-Tfi
6063-T6
8063-T6.....:.
-
53-1
606]-T6
._ ......_........
ALUMINUM SULINAN & ASSOC.
606 .._-6. ..._..__
7Tfi
/SUPPLIER/REYARES
/6 % 1- 4/ CORNER ASSCMOLY SCRCWS, Ell SELF DI111LING
/8 X 2 1/2 3/ CANNER ASSEMBLY SCREWS, PH 545
..........
/8 % 1 1/2' 2/ CORMR 510EU1E ASSEMBLY SOR06 [W5, iH SELF 0RRIWC
- AS Rf.Uf1. Sf.TTiNG BlACRS
63-T5
3003-N14 -
63.75
6063-r5
3-75.
6063-16
STEEL
SEALANTS:
FRAME AND LEAF CORNERS, INSIALLAIION SCREWS AT SILL AND ALL
METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT.
(PC
SCHLEGEL
DELTA IND
MAYKSCT
AT AU. FRAME JOINTS
0UR0MEIER 80l5 SNORE A
l (4)OUCO 1LYMatU
«.9M.E wilt 6MENA•1
.. Nally)
L.NN.1l.OwN i s
Ryirrmiil
r
giiat
Jam._,.....
drawing no.
W13-03
8POAI $ 01(0
•
(,D
4.000---
0/6
N..:._. _W.
IIj
FRAME IIEAD
I,�1p
Ir
�_I
.375
\% WEATHERSTRIP
1.594..j
.061
ADAPTER
1.4a5
�......._._�
.638
l J SCREW
r ¢
.740II
CAP
/
1_.^y,
.688
�•.... 2.1
ii
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SERIES -TOO ALUM SMUG XOR wj SOIMS CLUE)) AL-FAROOQ CORPORATION I",aDOR
ENGINEERS&PROOUCTDEVELOPMEM F
7040 N W 77 TE CORPORATION yy� SFLOR Cw331 3 zao
MAM N.w. 77 RRC= M(AMI, FLOR)Ow 331Ti C
1 MUMi. L. 33166 'I' rEl 8905,944-99419 f AX.w (s)xasv-3e
if, 5 S) 834-3927 f:.Y (39S) 384-1484 _.. ..__._ �3:...�
1.252 r
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1.897. -I
tJ
�� SIDE LITE GLAZING BEAD
4.895
(,
Cl SIDEL
IIII
...
M..__
M-1.813
TE BASE
5.636
r...0]B
ADAPTER
a.000--�
\?)
L1.500 »I
FRAME JAMB
I 1.563
5 I6"
� �
SiEEt
;
u
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2.0f 00
4..............
("l
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_{
3.375
1117
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1.750.875
j
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4. .-... e.000—__....
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r.-1'7w^f
{
224
50
L2-r
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.
I-1.540
(" a) ASSF,MBI.Y STIFFENER
_4
r
i.I`.:O 2.in
L
1
3.! 0
1 )
.078
4.000
3
TOP RAU-
4.906
\"J LOCK STILE
A
.055
S.J68
5.,>00
O
._..._...:::
BOTTOM
t
::::::_..-�
RAIL.
8.000
_._—
1.406
1
'
1.656
.a
.115 _••
1.125 I...
MI 96 UTE
al 01114e+UY M?WM*
RIM*8l Cone
LITEINII000T
(9) SIDELITEJAMB
=
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drowing
W13-03
enact
?
i. b.
g of,p
�__. t-
.500
T- ( 062 .
r2.177-1
1
iI
1.3]5
J.
En4r: JAY/-0 INWC
0 4
136AH. 3670 91
_
Li1J7 6yle flo C7 V (r, 3
r
SIDELITE
�. ...._..._
ALUM REINE.
I
VV .
11147
6yNe.dwl i.wYu1
e
....__.�
(B4.),
51OELITE RASE GLAZING BEAD
..
O THRESHOLD
OOOR FRAME TOP CORNER
SiQWTE TOP & QOTTOM CORNFR
OOOR FRAMF_B0TTQMCQRNER
SOFl.ITE SOP QN J•MB CORNFR
LEAF TOP & BOTTOM C
Er, JW/O NAM
CA.
M 3a
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PK0000T NIPf
...Ai.* with R. flrfM.
11Cede
4.7441'
0
I W13-03
IPhae:1Q °I 10,
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Doralum Corporation
7040 N. W. 77 Terrace
Medley, FL 33166
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 S.W. 26 Street, Room 208
T (786) 315-2590, F (786) 315-2599
www.mia midade.govieconom v
ADVERTISEMENT (continued)
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# 13-0219.07 and consists of page I, this page 2 and evidence pages E-l. and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
MIAMI•DADE COUNTY
APPROVED
NOA No. 15-0706.03
Expiration Date: July 04, 2018
Approval Date: January 21, 2016
Page 2