WS-13-60 (2)Miami Shores Village
Building Department
10050 "Ind Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
DWECTION'S PHONE NUMBER: (305) 762,4949
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
� -2 del NJ
' JILL 2 6
2v i3
FB .20
Permit No.
tM:�__(00 _
Master Permit No.
ROOFING
City: Nami Shores County: M+ami Dade Zip:
r
Foho/Pa=*.
Is the Building Historically Designated: Yes NO Flood Zone,
OWNER: Name (Fee Simple Titleholder): l 6" l..l l 7 70
Address:_ 1 °�
-City: � kl -t " �; State: _ tt d4� Zip:
Tenant/Lessee Name: Phone
Email:
Email:
of Competency #:
$ SgaardLinear Footage of Worm:
ORepairAReplace
Color diru ire:
Submittal Fee $ Permit Fee $ CCF $ MCC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ TYainhWVAncation Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
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 lap
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a cerlified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit ' issuedn the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature Signature
Owner or Agent Contractor
The foJol
t was owled me The foregoing instrument was acknowledged before me this
day of0�, b day of . 20 by
who iwn to me or who has produced who is personally known to me or who hasproducedAs identification and who did take an oath. as identification and who did take an oath.
•tae °� 3 Zp15 0� � .�
Sign: Sign:
Print: i ..' = My°mm sloe # EE otacy Assn• Print.
igrZ� 11A
= az h
My Commission ®°�aPa jht0ug My Commissi
5t�. Agy PITBLIGSTATE OF FLORIDA
�''�
�'�...,,. Maggi Bar
Commission # DD968088
�k�kWB��k�k�k+kkik�k#�R�kiukkl��&�kBR�kki��k�R+Rte#�kiik�k�k9�i�#+k+6Rt��R�k�46i�tRik�k$�kW�4R$#Mkt#�k+kkik$$#di+R�R�k+k1�1�Rt#A�+Wk#�k�B:;�� ��
APPROVED BY I3 Plans Examiner. Zoning
Structural Review Clerk
(Revised 3/122012)(Revised 07/10/07)0tevised 06nomm)(Rewsed 3/is/09)
2, & v
. Jul 2 6 cusp �
MIAMI '
MIAMI -DADS COUNTY
DEiVT OF PERMITTING, ENVIRON{1�1�TI', AND REGULATORY PRODUCT CONTROL SECTION
AFFAIRS (PERAj 11805 SW 26 Street, Room 209
HOARD AND CODE ADMINISTRATION DIVISION T (786) 3155-2 90 F (786) 315-2599
N(MCE OF ACCEPTANCE NOA} wwwmiamldada mylperal
Trutito Winslow & Door Solutions, LLC .
8130 NW 74a' Avenue
Medley, FL 33166
SCOPE:
This N 'n der the applicable rules and regulations governing the use of construction
materi c nta submitted has been reviewed and accepted by Miami -Dada County PERA
Having -
" in Miami Dade County and other areas where allowed by the Authority
Having
This NO the expiration date stated below. The Miami -Dade County Product Control
Section t and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have tested for quality assurance purposes. If this product or material fails to
perform manner, the manufacturrar will incur the expense of such testing and the AHJ may
immediate revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
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 a Zone.
DscRnmON: clip minum Tube Mullion - L.M.L
APPROVAL D 6A, titled "Aluminum Tube Mullions", sheets 1 through 6
of 6,µ dated 11/20/95, with revision F dated 11/18/11, signed and sealed
by J .4. ; e iami-Dade County Product Control Revision stamp with the Notice of
A " iration date by the Miami -Dade County Product Control Section.
RATING: Large and Small Missile Impact Resistant
LAB : Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellserms, 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.
CATION 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 prods. 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 she at the request of the Building Official.
This NOA revises and renews NOA # 10-0930.06 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval
The submitted document
APPROVED By DATE
tau
70 P NOA No. 11-1213.07
do7
p lion Date: December 24, 2016
T ° 13 Ap val Date: February 02, 2012
I Page 1
J SUBJ CT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COI INTY RULES AND REGULATIONS
Trulite Window & Door Solutions. LLC
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6,
prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11,
signed, and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of 2 mulled fisted frame
windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5600, dated 08/30/11, signed and sealed by Marlin D. Brinson, P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of 3 mulled fixed frame
windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio
Figueredo, P.E.
Pubmitted ander previous NOA #02-0227.01)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94
along with installation diagram of window prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FT1-1297, dated 09/21/95 signed and sealed by
Yamil Gerardo Kuri, P.E.
(Submitted reader prevloas NOA #95-0515.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 05/09/09 and revised on
11/16/11, signed and sealed by Javad Ahmad, P:E.
2. Glazing complies with ASTM E1300-04
QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
I. None.
Agana Peru,
Product Control Exo
NOA No. 11-121V.07
Rxpiration Date: December 24, 2016
Approval Date: February 02, 2012
E-1
Tral_ i_te Wind`or Solutions, LLC
NOTICE OF ACCEPTANCE; E IDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated November 16, 2011, signed and sealed by Javad.Ahmad, P.B.
2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.,
dated 02/03/10
3. Certificate of registration of name change from "Trulite Residential Windows, LLC"
to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11,
signed by 1.W. Bullock.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite
Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W.
Bullock.
5. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.),
managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(iransferred from file # 10-
0930.07).
6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-
0930.07).
G. OTHER
1. Notice of Acceptance No. 1"930.06, issued to Arch Windows, LLC dba AWP for
their "Aluminum Tube Mullion -- L.M.I.", approved on 01/06/11 and expiring on
12/24/11.
Poo
—F1 oqoqq
nuel a p& P.E.
Produet Cont 1 F, hminer
MA Na -1213 07
Expiration Date: December 24, 2016
Approval Date: February 02, 2012
F-2
ALL TUBE MUW= TO BE ALLOY 8083-T8.
IuL �M_ "I NLeAlfd' _ C 11,101b
r irz ux
FAMWELNOINII
SYSfEAE ISRATEDFOR LAROE MMSILE IMPACT.
EIE USED WITH ALL MWMI-DARE COUNTY APPACT AND NON -IMPACT RESIBTAM' PRODUOM.
i
USE CHARM AND OWNS S AS FOLLOWS,
.SUP 3op�, �PER ASCE 7
,UM_j USE APPWYEO fOAZINO FATS MM ABM WAD
RECiIREMpVTS.
$mp TC MULLION AS PER PRODUCT
APPROWC
CHARM ON SREE! 2 SELECT MULLKIN SIZE WRM
STEP 4 DELI RAT= MORE THAN OEM LOADS 4DW
IN STEP i ABOVE.
WIND AMC"= TYPES ON SHEET 4 TM 8 AND ANCHOR CHARTS
.lim-5 OPI 9}IEEf 3, SELECT AR FIOR TYPE WIIN DE WN RMING
MORE THAN 7 u%T LCYIDS IN STEP I ABOVE.
4.
MULroAi aUP CT 6,5) (som-TS)
(ALT. TO AROIFS)
I TO W4=13E OUT TO RT SNUG
)WON CLIP (am --m)
W Lamm mm
7MWE M TES, TO FlT S"
ULION CLI (aae3 Ta)
(ALT. 70 ANOIFS)
INKIDIAR.1.Bmw CUT TO Frt SNUG
L718
.f25
1.618
Li
t RI I ON GU (wm-m)
CCJIDTOP LEN m MIATT m OUT TO FIT SNUG
(t�A ME FAST RBA)
(808.7-75)
mowing RO.
M95 -06A
MMM IM Oaea04TY - Pair (TUBE IaUta IU)
Now" DIMS.
480tH M MOLL Vml
i 182
mm.
183
SPD.
184
SPD.
884
M.
888
SPD.
19-1%8"
28-1/2"
30"
37"
42-
46-
&4-1/8"
80-
88'
7Y
74"
36-3/8"
140.0
140.0
140.0
140.0
140.0
136.2 140.0 140.0 140.0
140A
120.3 140.0 140.0 1404
140A
97.6 149.0 140.0 140.0
140.0
66.9 140.0 140.0 140.0
140.0
762 140.0 140.0 140.0
140.0
67.8 139.8 140.0 140.0
14860
602 123A 140.0 140.0
140.0
84.7 112A 140A 140.0
140.0
80.1 1032 140.0 1400
140.0
488 100.4 140A 140.0
140.0
19-1/8'
26-1/2-
30-
3Y
4Y
48-
83-1/8-
80°
88-
7Y
74"
00-8/8•
8"
140.0
140.0
140.0
140.0
88.3 140.0 140.0 14U
110.0
624 140.0 1400 440A
140,0
42A 118.3 140.0 140A
140.0
37.4 101.6 140.0 140.0
140.0
32.8 86.9 140.0 140.0
140.0
20A 8" 129.3 140.0
140.0
262 71.1 114.8 140.0
140.0
23.8 84.7 104.1 140.0
140.0
21.8 89.3 884 139.3
140.0
21.2 87.7 8 133.8
2.8
140.0
t9-1/8-
26 t/Y
3Y
4Y
4B-
eQ•
�•
72-
74'
63'
4W122.1
MO
140.0
140.0
MA e6 t 1400 140.0
140.030-
27.2 778 140.0 140.0
140.0
220 83.1 118.6 140.0
140.0
66.8 1 106.6 140.0
140.0
- 48.8 824 1364
140.0
13.0 87.6 121.9
140.0
- 38.9 73.9 106.0
140A
36.4 67.2 98.2
140.0
32.4 61.8 90.0
140.0
318 60.0 87.6
140.0
19-1/8-
26-1/Y
30-
3i
4Y
48•
83-1/8"
80-
86-
7Y
74-
74-1/4"
284
746
140.0
140.0
1 140A
83.6 1 118.4 140.0
1 140.0
47.3 1 101.9 140.0
140A
368 82.8 120.7
140.0
33.8 728 1QL4
140.0
- 20.7 63.7 93.1
140A
- 288 37.6 841
140.0
238 814 744
140.0
- 21.6 480 67.7
131 A
- 4281 82.0
1120.1
41.3 60.4
118 9
.NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
MULLIONS
r.r
1 8 4 SPD. TUBE
111 OLAM
PROD=
DOVA MU UOM ARRANGEMENTS
w�oni (an m w, + iN2
2
2 8 4 BPD. TUBE 8 8 6 SPD. TU98
Yd 4 W'3 Is LrY MI^3
arawM9 no.
M95 -06A
no I LOAD CAPACYYY - PBs
DESION IAO COACH - PIW
MM= LDAs CAPA0IYY - PS8
%U
BINDOT
BB®.
A4CH08S TYPE
9umw BUM
ANCHORS TYM
CONDOR ow.
ANCHORS TYPR
ra
'wm (90.
NULL VM
A2
A4 I
An
AA4
AAM AA44
RS
H4
090/81 M
NULL SI'A11
A2
A4
AM
A"
AAM
AA"
B2
B4
WOM (IV)
SPAN
A2 A4 AA2
A" AAM AAA4 H8
B4
19-1/8"
26-1/2°
30-
37"
4Y
48°
63-1/8"
8D-
66°
72"
74'
36-3/8-
140.0
140.0
140.0
140A
140.0
140.0
140.0
140.0
18-1/8-
26--1/Y
30-
37-
42-
48-
83-1/8-
80"
88-
72-
74"
Be
N.9
139.1
76.9
140.0
91.4
140.D
140.0
140.0
18-1/8"
28-1/2'
30-
3i
4Y
40-
83-1/8-
80"
BB-
72-
74-
132'
44.3 888 50.2
100.4 88.2 11&4 109.3
140.0
�
� a
.~{
� W
109.9 140.0 124.6 140.0 140.0 140.0 140.0 140.0
�2 100.4 88.9 1139 6&0 132.0 123.9 140.0
31.8 US 382 72.8 42.0 64+0 78.9 140.0
97.1 140.0 110.1 140.0 1273 140.0 140.0 140.0
44.3 8&7 90.3 1008 893 116.0 109.8 140.0
282 66.4 327 84.0 37.1 74.2 88.7 139,
7&7 140.0 89.2 140A 103.4 140.0 140.0 140.0
36.11 714 40A 818 47.3 948 MA 140.0
229 459 25A 819 30.1 60.1 88.8 113.
09.3 138.7 7&8 140.0 91.1 140.0 1400 140.0
31.7 833 369 71A 41.8 63..3 70+2 140.0
202 40.3 229 46.7 26.5 53.0 499 99.8
80.7 121.3 WA 137.8 7&7 140.0 140.0 140.0
27.7 MA 31.4 829 3&4 729 GM 138.8
- 3&3 =A 409 23.2 4&4 43A 87.1
a" 1099 82.2 1243 72A 140.0 135.3 140.0
2&0 80.1 2&4 58 32.9 $59 81A 123.7
- 319 - 3&1 20.9 41.0 38.3 7&7
48.5 97.1 55.0 110.1 638 127.9 119A 140.0
222 44.3 211 201 513 84.7 109.5
- 282 - 32.0 - 37.1 344 68.7
44.1 B.2 30.0 100.1 MA 118.0 1089 140.0
20.2 40.3 229 45.28.8 839 49.8 99.8
- 252 - 28.1 - 33.7 31.7 83.9
40.4 09.9 46.9 912 532 108.3 999 140.0
- 37.0 21.0 41$ 24.3 4&8 40.6 912
- 236 - 2&7 - 3D.0 289 88.1
393 7&7 44.6 89.2 81.7 103.4 97.2 140A
- 389 20.4 23.8 47.3 44.4 09.8
- 229 - 289 - 30.1 282 Bax
19-1/8"
26-1/2-
3D"
37"
42"
48-
93-1/8"
BO"
68"
• 7Y
70.°
80-8/8'
11&4
14060
130.9
140.0
140.0
140.0
1400
140.0
19-1/8-
26-1/2-
30"
37-
42°
48°
X1/8"
60"
88°
72"
74
96"
09.9
121.7
699
1
8D.0
140.0
140.0
140.0
10-118-
28•-1/2-
30-
37-
42"
48-
53-1/8-
60"
88°
7Y
74"
141-
MA 812 489
92.0 UJ 10&7 100.2
140.0
83.3 140.0 94A 140.0 1099 140.0 140A 140.0
439 679 49.8 99A 57.7 1159 10&5 140.0
29.3 80.8 33.2 66.4 38.6 779 723 140.0
73.8 1.09.0 E 140.0 88.7 140.0 140,0 140.0
38.6 77.6 44.0 099 51.0 1D20 95.8 140A
259 912 29.3 09.7 34.0 09.0 639 127.7
09.7 119.3 67.7 1353 78.4 140.0 140A 140.0
31.5 82.9 3&7 719 41.4 82.7 77.7 140.0
219 419 23A 47.5 27.0 85.1 51 A 103.8
MA 105.1 59.0 119.2 69.1 13&2 120A 140A
272 58.4 31.4 82.9 38.4 72.9 88.4 13&9
- 37A 219 419 24.3 4&8 459 91.2
N
z
3
489 92.0 82.1 104.3 80.4 120.9 1138 MA
24.3 48.5 278 09.0 31.9 &i9 5&9 118.8
- V.3 - 3L7 21.3 428 3.9 79.8
418 83.1 47.1 94.2 84.8 109.2 102.8 140-0
219 43A 248 49. 2&6 879 SO 108.2
- 212 - 3&1 - 384 38.1 721
389 73.8 41.7 83.4 4&4 9&7 MA 140.0
389 22.0 449 25.8 51.0 47.9 9E8
289 - 203 - 349 319 83.9
33.4 MA 379 789 44.0 87.9 82.6 1404
- 3" 209 40. 232 46.4 43.9 87.1
- 239 28.7 - 3U 29.0 88.1
30.7 013 348 898 40.3 80.9 7&7 14.00
- 32.3 - 3& 21.3 428 399 79.8
- 218 - 2&4 - 2&3 2" 83.2
29A 5&7 33.8 672 392 7&4 73.8 140A
- 31.8 - 36.7 20.7 41.4 39.6 77.7
- 219 - 239 - 27.6 29.9 51.8
18-1/8-
927
140.0
108.2
140.0
1219
140.0
140A
14&0
19-1/8"
8&1
100.2
61.4
122.7
71.1
14&O
133.6
140.0
Q
28-1/2-
30°
37-
42-
83-1/8-
BG
88-
M"
74
19-1/8"
28-i/2-
30-
37°
889
09.1
479
42.2
63- 37.0
33.4
288
269
249
24A
7&7
889
80.2
40.7
183.9
1182
09.9
648
739
88.8
09.1
83.7
493
479
140.0
11&0
100.3
81.3
789
679
54.4
479
419
379
338
30A
279
27.2
892
64A
58.9
4&1
140.0
134.1
109.7
959
83.8
7&7
87.0
81.0
689
54.4
140.0
1289
113.8
923
88.0
77.7
83.0
358
489
43.9
3&9
383
324
31.5
103.4
74.0
859
53.5
140.0
140.0
128.0
111.0
97.1
87A
77.7
70.6
842
BSA
140A
140.0
131.0
1089
140A
140.0
11&4
104.3
912
824
739
M.4
09.8
09.2
1407
140.0
1239
100.4
14D.0
140.0
140.0
140.0
140.0
140.0
140.0
1327
121.7
11&4
140.0
140.0
1407
140.0
26-1/2-
30"
37"
42°
48-
53-1/8°
60"
BB"
72-
74
19-1/8"
26-1/2-
3"
3i
399
348
289
249
108" 21.6
-
-
-
-
4&7
38.1
31.0
28.2
7&1
S"
OLO
49.3
43.1
39.0
318
31.4
2&7
2&0
97.4
70,
82.1
50.3
44.3
09.1
31.7
27.9
24.4
22.1
-
-
-
-
552
a9A
382
289
88.6
782
83.4
869
48.9
44.2
39.1
MA
329
31.7
11&4
79.7
70.4
57.1
31.3
48.3
389
32.4
2&3
2&0
22.7
20.6
-
-
644
4&2
40A
33.1
10&8
90.7
73.5
648
86.7
512
48.3
412
378
389
128A
92.4
81.E
692
98.4
85.2
MA
609
532
4&1
428
3&7
3"
34A
120.2
8&8
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sheet g of
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: Qi'Z D h&c, ?_ W -�,
rl11�
JAiA0 j
R�
FBC 20
Permit No. S ,
COO
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): J�! �o e` a Phone# -71 8 6
Address: 9210 Nm 2_ j,�, kV
City: Ny ML- 14 _ � R State: L Zip:
Tenantlessee Name:
Email:
CONTRACTOR: Company Name: W ( (� 4 l C 1 Phone#: 49(o �
Address: 3&50 GLL5 A P7' 6,
City: 111 psrt l State: 1 Z
Qualifier Name: Phone#• W635 Ff.,
State Certification or Registration #: S Certificate of Competency #:
Contact Phone#: 3 q-�? 08,qEmail Address:
DESIGNER: Architect/Engineer. Phone#:
Value of Work for this Permit: $ 'S000" Square/Linear Footage of Work: _
Type of Work: ❑Addition ❑Alteration ❑New I 'WR air/Replace ❑Demolition
Descrippion.of.Work: RaLP���.
I Y U Vl,
Color thru tile:
Submittal Fee $ Permit Fee $. CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $-�1��
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
zip.
Applicationis 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 by6chure 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 absfpce of s ch posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature t%&A,11 Svf'/G Signature
/Owner or Agent ctor
The foregoing instrument was acknowledged before me this The foregoing instrume=wasa wledged before me th�is�
dayof ZOIA/ ,20 t-:4by 04n S� 'i,� , dayof ,20L_,by,�5C S'( 177A4 f
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLI NOTARY PUBLIC:
a
Sign: �� v Sign._
P .lei Prin 72 t4.
My Co ssio ices: NOTARY PUBiIC•STATE OF FLORIDA My Co ssion PUBLIC -STATE OF FlARIDA
megIse%• Maggi �-+ ''Jany% *�wrre.� jZs}
Commission #DD966088 = commission i#DuD996018
•`'r.' Expires: MAR.14, 2014 ''•„„�.�.•'" Expires: MAR.14, 2014
APPROVED BY�? 3. Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009XRevised 3/15/09XRevised 7/10/2007)
%I i irl%;A t t VF LIABILITY INSURANCE DAW"�IDI>fffM
TWRS CERTiPICATE IS ISSUED AS A MATTER OF INFORMATIOAI ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 13Y THE
BELOW.
POLICIES
THS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT
WMFEN THE SUING INSURERS), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
impoRTAMT: N0*uward ate holder is an PMUrTWHAL WGUREtl,a+e po y(ies) be trndelaad, tL �[D9t 15 ,zu6leetto
the le►ms and wndlfiorre of the Pacy, certain P0IW" may
require an endorsement. A statement on this C"Mcaie does not confer rlghts: the
cNIfficebe holder in Vw of such endorsemenI
PRODUCER
Frlda Bar>ics Insurance
ALONSO
fEL_MARTA
SIN 8 Slre�
0.(93F"uwc, (305)262-06797278
Mimi, FL 33144
_ marm(�oridabanlcerslrreuranrx com
i
6493 Fax
(305)26 2-879
► APFORQwc COVERAGEPe t Ica
I-rreutER A: FEDERATED NATIONAL INSURANCE CO. `
INSLUM
WICI Contactors Corp
' INSURER 8:
OWL AGGREGATE LIY1IrAPPLIE3 PER
POLIOY El P ❑ LOC
t
INSURER C :
3690 SW 14 St # 6
INSURER D:
Mlarrd FL 33145- (305) 570-1520
INSURER E:
COVERAGES f-;:*TICUrATe NA lKIIII n.
THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO
rc�vratvw wua®atrc:
THE: INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT
OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN
EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAW.
IS SUBJECT TO ALL THE TERMS,
INLIBR TfFE OFINSURANCE POLtGY NUMBER E
I - tJMlT1
GENERAL LIABMY
® CONBM1ERCJgL GENERAL LW9fl.ITY
EACH OCCURRENCE _ a 1.0w.000.00
R
(3 Cla Awns-reAne ®OCCUR
� $ 100,13M.00A
PREM
GL -0604010612-0
❑ N N 040=13 0413012U14
mo Exp ww om S 5,0=i 0
❑
PERSONAL &ADV INJURY $ 1,OW,000.00
GENERAL AGGREGATE $ 2.000.Ow.00
OWL AGGREGATE LIY1IrAPPLIE3 PER
POLIOY El P ❑ LOC
PRODUCTS-COI+AP/aP ACS a 2,0W,=.00LJ
$
AIITOMOOKE LIAMUTY
WGIZ LIMIT
❑ ANYAUTO
❑ At! O8 ❑ SLED
BOD INJURY(Perpigm) $
SWILYNA)RYiperaccltleMj a
❑ HIRED AUTOS ❑ � ®
PROPER E a
❑
Lpor$
ElUttBRELtA LIAR El OccuR
❑ EXCEBS LIAB ❑ CIA 84AADE
EACH OCCURRENCE $
AGGREGATE a
Cl DED ❑ Rf rENnTON
Uuammo <wMPENSATrON
AND EMPLOYERS' LWA ITV YIN
$
WC sTATtI-
❑ ❑ �-
ANY PRDPRETORIPARTA MDMCUTwE
OFFraWEWEREXCUR)EWMIA
E.L. EACH ACCIDENT $
w�ss, F7
DESCRIPTION OF OPERATIONS below
E.L DISEASE -EA EMPLOYE a
EL DISEASE - POLICY LIArT 1 $
S OPI OF OPERATIONS / LOCATIONS I VE 4MM iARta¢h ACORD 101, Addifioawl Rwaft Schedule, If awe epmce is
ft=TfofPATC tuv ncn
MIAMI SHORES VILLAGE
10050 NE 2 AVE
t1AlAMl SHORE$ FL 33138
ACORD 26 (2010106) QF
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLM BEFORE
THE EXPIRAMONI DATE THEREOF, NOTICE WILL 13E DELIVERED IN
ACCORDANCE WrrH THE POLICY PROVISIONS.
J..
0l911e-2010 ACORD CORPORATIDwi. AQ rWft reserved.
The ACORD rams wW logo are registered marks of ACORD
PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE
r— — — — — — — — — — — — —
{ STATE OF FLORIDA
{ DEPARTMENT OF FINANCIAL SERVICES
P
DIVISION OF WORKERS' COMPENSATION
CONSTRUCTION INDUSTRY EXE wnON
CERTIFICATE OF ELECTION TO BE EXEMPT FROM ROMA
{
WORKERS! CO TION LAW
PEFFECTIVE DATE: 3282013 M04PATONDATE MAWS
PERSON: TARALLO SEBASTIAN
'F
PO
{L
D
----- IMPORTANT -----,
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation P
who elegy exemption frh m oft chapisT by MbV a carH6catie of
election router this section may not recover berelft or
oompen allmunderthischapter.
Pursuar►t to Chapter 440.05(12), F.S., Certificates of election to
be exempt.. aP* only Within to Scope of to bAlwas or trate
Bated on the notice of election to be exempt
I FEIN: 4WM785
ft Pursuant to Chapter 440.05(13), F.S., Notices of eiscilon to be
BUSINESS NAME ANDP {
ADDRESS:
E exempt and certificates of el on to be exempt shat beVWIa
CONTRACTORS
R wiblect to revocation 9, at arty time after the fithhg of the notice{
P
{
E or the issuance of the Certificate, the person named on the
3600 SW 14TH ST APT 0
P notice or oertticate no longer meets the mgrdrements of this P
NAND FL 33148
section for Issuance of a certificate. The department shat revoke P
{ SCOPES OF BUSINESS OR TRADE:
P a certificate at any time for fikue of the person named on the
certificate to meat the requirements of this section. �
�ICENSED GENERAL
CONTRACTOR —
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609
I
WINDLOAD CALCULATIONS FOR:
Mr. Rafael Sutil Residence
LOCATED A':
9210 N.E. 2nd. AVE MIAMI SNORES, FLORIDA
9G
op0gocrlo opo fto)rz-i�o
CONSULTING ENGINEERS, PA.
CIVIL / STRUCTURAL
P.E. 22249 E.B. 0005512
1220 S.W. 39th TERRACE MIAMI, FLORIDA 33155
TEL- (305) 262-6225 FAX- (305) 262-2014
L] E-mail: orlandorortunabellsouthnet
Y
AsUhI-lu
ASCE7-10 Windload Program (30.4 Part 1: Low -Rise Building Wall Components and
Cladding)
Wall Components and Cladding (Mean Roof Height h <= 60 ft)
Project: Mr. Rafael Sutil Residence
Prepared by: _ Windows & Doors Replacement
E-mail:
Input.,
ASCE7-10 Strength Design Load & Allowable Stress Design
Wind Speed =175 mph
Building Exposure = C (Open Terrain with Scattered Obstructions)
Internal Pressure Coefficient GCpi = 0.18 Enclosed Building
0 > Roof angle is greater than 10°
KZT =1.00
KD = 0.85
Mean Roof Height = 21 ft
Output.
Velocity Pressure Exposure Coefficient "Kz max." = 0.91
Per Table 30.3-1, page 317
LRFD (Load Resistance Factor Design)
Velocity Pressure (qh LRFD) = 60.64 psf = .00256*Kz*Kzt*Kd*VA21b/ft^2
Per eq.30.3-1, page 316
ASD (Allowable Stress Design)
Velocity Pressure (qh ASD) = 36.39 psf = .00256*Kz*Kzt*Kd*V^2*0.6 lb/ft^2
Least Width = 49.16 ft a = 4.916 ft (Zone 5)
10% of least width or 0.4h, whichever is smaller but not less than 3 ft
12/16/2012
-
Tributary
Area
Sq Feet
LRFD (Load Resistance
Factor Des'
Positive Negative Negative
Zone Center Corner
4& 5 Zone 4 Zone 5
psf psf psf
ASD (Allowable Stress__
Design)
Positive Negative Negative
Zone Center Corner
4& 5 Zone 4 Zone 5
psf psf psf
(Per Figure 30.4-1, Page
33
External Pressure
Coefficients
positive
GCp
Negative
Center
GC
Negative
Corner
GC
10 ftz
71.6 -77.61 -95.8 IF
-425-1F-46.6
-57.5
1.00 I
F -1.10
-1.40
20 ftZ
68.3F 44.4 -89.4
41.0
-44.6
-53.6
0.95
-1.05
-1.29
50 ftz
64.1 -70.1 -80.8
38.4
-42.1
-48.5
0.88
-0.9$
-1.15
100 ftz
60.8 F --6-6.-9-T-74.4
36.5
40.1
-44.6
0.82
-0.92
-1.05
200 ftz
57.6 -63.7 -67.9
34.6
-38.2 1-40.8
0.77
-0.87
-0.94
500 fta
53.4 -59.4 -59.4
32.0
-35.7
-35.7
0.70
-0.80
-0.80
12.81 Ft2
70.4 -76.5 -93.5
42.2
-45.9 _
-56.1
0.98
-1.08
-1.36
Least Width = 49.16 ft a = 4.916 ft (Zone 5)
10% of least width or 0.4h, whichever is smaller but not less than 3 ft
12/16/2012
AJl;h /-1 U
ASCE7-10-Windload Program (10.4 Part 1: Low -Rise Building Wall Components and
Cladding)
Wall Components and Cladding (Mean Roof Heigkt h <= 60 ft)
Project: Mr. Rafael Sutil Residence
Prepared by , Windows & Doors Replacement
E-mail: Enter
Input:
ASCE7-10 Strength Design Load & Allowable Stress Design
Wind Speed =175 mph
Building Exposure = C (Open Terrain with Scattered Obstructions)
Internal Pressure Coefficient GCpi = 0.18 Enclosed Building
0 > Roof angle is greater than 10°
KZT =1.00
KD = 0.85
Mean Roof Height = 21 ft
Output:
Velocity Pressure Exposure Coefficient "Kz max." = 0.91
Per Table 30.3-1, page 317
LRFD (Load Resistance Factor Design)
Velocity Pressure (qh LRFD) = 60.64 psf = .00256*Kz*Kzt*Kd*V^21b/ft^2
Per eq.30.3-1, page 316
ASD (Allowable Stress Design)
Velocity Pressure (qh ASD) = 36.39 psf = .00256*Kz*Kzt*Kd*V^2*0.6 lb/ft^2
Least Width = 49.16 ft a = 4.916 ft (Zone 5)
10% ofleast width or 0.4h, whichever is smaller but not less than 3 ft.
12/16/2012
-
Tributary
AreaZone
Sq Feet
LRFD (Load Resistance
Factor Desi 11
Positive Negative Negative
Center Corner
4&5 Zone 4 Zone 5
psf psf psf
ASD (Allowable Stress -
Design),;
Positive Negative Negative
Zone Center Corner
4&5 Zone 4 Zone 5
psf psf psf
(Per Figure 30.4-1, Page
33
F- External Pressure
Coefficients
positiver!G
GCp
gative
enter
Negative
Corner
GC
10 ftZ
71.6 -77.6F-.95.8-
42.9
-46.6
-57.5
1.00
-1.10
-1.40
20 ft�
68.3 -74.4
-89.4
41.0
-44.6
-53.6 10.95
-1.05
-1.29
50 ft2
64.1 -70.1
-80.8
38.4
-42.1
-48.5
0.88
-0.98
-1.15
100 ftZ
60.8 -66.9
-74.4
36.5
-40.1
-44.6
0.82
-0.92
-1.05
200 ftZ
57.6 -63.7
-67.9
34.6
-38.2
-40.8
0.77
-0.87
-0.94
500 ftZ
53.4 -59.4
-59.4
32.0
-35.7 .
-35.7
0.70
-0.80
-(1.80
18.37 ftx
68.7 -74.8
F -90.2
F 41.2
-44.9
-54.1,
0.95
-1.05
-1.31
Least Width = 49.16 ft a = 4.916 ft (Zone 5)
10% ofleast width or 0.4h, whichever is smaller but not less than 3 ft.
12/16/2012
" ASCE7-10 Windload Program (30:4 Part 1: Low -Rise Building Wall Components and
Cladding)
Wall Components and Cladding (Mean Roof Height h <= 60 ft)
Project: Mr. Rafael Sutil Residence
Prepared by:. ..'indows & Doors Replacement
E-mail: Enter
Input. -
ASCE? -10 Strength Design Load & Allowable Stress Design
Wind Speed =175 mph
Building Exposure = C (Open Terrain with Scattered Obstructions)
Internal Pressure Coefficient GCpi = 0.18 Enclosed Building
0 > Roof angle is greater than 10°
KZT =1.00
KD = 0.85
Mean Roof Height = 21 ft
output. -
Velocity Pressure Exposure Coefficient "Kz max." = 0.91
Per Table 30.3-1, page 317
LRFD (Load Resistance Factor Design)
Velocity Pressure (qh LRFD) = 60.64 psf = .00256*Kz*Kzt*Kd*V^21b/ft^2
Per eq.30.3-1, page 316
ASD (Allowable Stress Design)
Velocity Pressure (qh ASD) = 36.39 psf = .00256*Kz*Kzt*Kd*V^2*0.6 lb/ft^2
-
LRFD (Load Resistance
Factor Des'
ASD (Allowable Stress
Design)
(Per Figure 30.4-1, Page
33
External Pressure
Tributary
Positive Negative Negative
Zone Center Corner
Positive Negative Negative
Zone Center Corner
Coefficients :1
positive
GCp
Negative
Center
Negative
Corner
Area
Sq Feet
4&5 Zone 4 Zone 5
psf psf psf
4&5 Zone 4 Zone 5
psf psf psf
GC
GC
10 ft2
71.6 -77.6
-95.8
42.9 1
FT -65-7--1-.10--1-1.40
-2 0 ftZ
F -6 8-.3 1 F-74.4 1
F --8 9-.-4
41.0 - 1
1 0.95
-1.05
-1.29
50 ftZ
64.1 -70.1
-80.8
38.4
-42.1
-48.5
0.88
-0.98
-1.15
100 ftZ
60.8 -66.9
-74.4
36.5
-40.1
-44.6
0.82
-0.92
-1.05
200 ftZ
57.6 -63.7
-67.9
34.6
-38.2
-40.8
0.77
-0.87
500 ftZ
53.4 -59.4
-59.4
32.0
-35.7
-35.7
0.70
-0.80
-0.80
14 ftZ_
70.0 -76.1
-92.7
42.0
-45.6_
-55.6 ;'
0.97
-1.35
Least Width = 49.16 ft a = 4.916 ft (Zone 5)
10% ofleast width or 0.4h, whichever is smaller but not less than 3 ft
12/16/2012
ASUE7-1 U
ASCE7-10 Windload Program (30.4 Part 1: Low -Rise Building Wall Components and
-Cladding,)
Wall Components and Cladding (Mean Roof Height h <= 60 ft)
Project. Mr. Rafael Sutil Residence
Prepared by: - Windows & Doors Replacement
E-mail: Entei
Input.
ASCE7-10 Strength Design Load & Allowable Stress Design
Wind Speed =175 mph
Building Exposure = C (Open Terrain with Scattered Obstructions)
Internal Pressure Coefficient GCpi = 0.18 Enclosed Building
0 > Roof angle is greater than 10°
KZT =1.00
KD = 0.85
Mean Roof Height = 21 ft
output.-
Velocity
utput.Velocity Pressure Exposure Coefficient "Kz max." = 0.91
Per Table 30.3-1, page 317
LRFD (Load Resistance Factor Design)
Velocity Pressure (qh LRFD) = 60.64 psf = .00256*Kz*Kzt*Kd*V^2 1b/ft^2
Per eq.30.3-1, page 316
ASD (Allowable Stress Design)
Velocity Pressure (qh ASD) = 36.39 psf = .00256*Kz*Kzt*Kd*V"2*0.6 lb/ft^2
-
Tributary
Area
Sq Feet
LRFD (Load Resistance
Factor Des'
Positive Negative Negative
Zone Center Corner
4& 5 Zone 4 Zone 5
ASD (Allowable Stress
Design)33
Positive Negative Negative
Corner
Zone LZone
4& 5 Zone 5
psf
(Per Figure 30.4-1, Page
External Pressure
Coefficients
positive
GCp
Negative
Center
GC
Negative
Corner
GC
10 ft2
71.6 -77.6 -95.87F--4-2.9--]
F --57-.5-]F-1.0-0-
-1.10
-1.40
20 ftZ
68.3 -74.4 -89.4
41.0
-44.6
-53.6F
0.95
-1.05
-1.29
50 ft2
64.1 -70.1 -80.8
38.4
-42.1
-48.5
0.88
-0.98
-1.15
100 ftZ
60.8 -66.9 -74.4
36.5
-40.1
-44.6
0.82
-0.92
-1.05
200 ftZ
57.6 -63.7 -67.9
34.6
-38.2
-40.8
0.77
-0.87
-0.94
500 ftZ
53.4 -59.4 -59.4
32.0
-35.7
-35.7
0.70
-0.80
-0.80
13.33 ftz
70.2 -76.3 -93.1
42.1
I -45.8
-55.9
0.98
-1.08
-1.36
Least Width = 49.16 ft a = 4.916 ft (Zone 5)
10.0 ofleast width or 0.4h, whichever is smaller but not less than 3 fl.
12/16/2012
aaL;Vll-iu
FLAT ROOF
GABLE ROOF (0:9 7°)
HIP ROOF (0:9 277
12/16/2012
CFH 2013R0054245
OR Bk 28453 Ps 3727; (Ipg)
RECORDED 01/2212013 12:46236
HARVEY RUVINP CLERK OF COURT
NOTICE OF COMMENCEMENT MIAMr-DADE COUNTYP FLORIDA
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION LAST PAGE
PERMIT NO, TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED herpoy.g". notice that.im'provemerft will be made to certain real
property; and In accordance with Chapter 713, Florida Statutes, the Jb0owing information
is provided In this Notice -of Commencement.
Space above, reserved for use of recording offlce
1 Legs V410 M 2. 0,v.. khr-*
J description of property and streeVaddr
2. Description of Improvement
We name i and address: (LA Z., -5 6 L S Zia P., L-- 7- s4aw�-'AL.
Interest in `Orq
perty* 0 6�
,veq-;
Nameand address ol�' fed simple titleholder
4. Contep6toes nam;6, address and phone 'number.
5. Sure*- (Payment bond re'qulrad byowrjsrfr0_rn'contractor, any}STATE
T
Name, address and phone I number.
Amount of bond
6. Lender'gnamband addres;&
.7. Persons within the State of Florida designated: by Owner upon whd""111'
Section . 713.13(1)(a)7., Fibrida'Staft"s do
Name, address and phone number. VIA vi. 174p,
e.
8. In addition to himself, Owners designates the following person(s) to receive a
713.13(1)(b), Florida Statutes.
Name, address and phone number. �Z4
S
the Lienors. Notice as provided i Section
9. Expiration ouxe of this Notice OT -Commencement
(ft wolffifion date ts I ym from the date of recording unlew a dftwd Ode lsspeaep)
WARNING TO OWNER ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF ]Pj, E NOTICE OFCOMMENQEMENT ARE CONSIDERED
IMPROR9.R PAYMENTSJ)NDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED 'ON THE JOB SITE BEFORE THE
FIRST'I?4PtC11ON. IF YWINTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WbRK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Slgn;ktu els. of Owners) or Owner(s)' Authorized: 0 r/DkvctQrjartner/Manager
Piepir2d repared By7
Print Name VV4k1&j-E A, rIZI J_VVu-VjPdnt Name,
Twoffice I . �1 -, . (Title/office,
STATE OF FLORIDA
COUNTY OF MIAMI -DADS
TheTregolngInqyme,jtwa - rite
day of
❑ Individually, or ❑ as for
❑ Personally known, or xp�ucwthe foiloWing--typdof° (dentffica a
Signature of Notary Public:
Print Name:
(SEAL) iIC-STATE OF FIMM
VERIFICATION PUM-A&T TO SECTION RUM FLORIDA Mao Bar
ComWssFon-#DD%M
Under penalties of pedury, I declare that I have read the foregoing and
that the facts stated In it are true, to the best of my knowledge and belief. Up1m.- MAIL 14,2M4
BM= TJMU ATLkVnC B=M0 C06M
Signaturo) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
By By
123.01-62 PAGE3 SAO
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MIAMIiWE MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Fioridi 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadep-ov/vera/
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
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 PERA -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 miter 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. PERA 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.
*SCRIPTIONerY'es AFD=iOt*'tswing Aluminum Freach Door w/wo Sidelites
APPROVAL DOCUMENT: Drawing No.11005-1 Rev C, titled "Alum French door & Sidelites", sheets
1 through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by
Lynn Miller, 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.
(( �Vf ISSIL`E�IvIPACT- SATING: Large and Small Missile Impac Resistant
`Uimt ons:
1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO.
The lower design pressure from X, XX doors or 0 (sidelite) shall control.
2. Egress operable doors must comply with min clear width per FBC, as applicable.
3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass.
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", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been fled 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 jab site at the request of the Building Official,
This NOA revises NOA # 07-0629.10 and consists of this page 1 and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
M►aMi® Nn p �A No 11-1013.22
ft tow ate: October 18, 2012
ppr—ovaa ie: November 23, 2011
t11�� Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred fromfile # 07-0629.10).
2. Drawing No.11005-1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10,
prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by
Lynn Miller, P.E.
B. TESTS (transferred from file # 07-0629.10)
Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air PressureTest, 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 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of aluminum out swinging French
door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-
5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E.
C. CALCULATIONS
1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010,
prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's
work per FAR 61015-27-001, signed & sealed by Lynn Miller, P.E.
3. Anchor verification and comparative analysis dated 06-21-07 and last revised on
09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred
fromfile # 07-0629.10)
3. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color)
Interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for
"DuPont Butacite ® PVB", expiring on 12/11/16.
F. STATEMENTS
L Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and
"No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Statement letter of conformance and no financial interest, dated 03-02-07, signed by
Robert L. Clark, P.E. (transferred from file # 07-0629.10)
3. Letter of lab compliance,. part of the above test reports.
G. OTHER
1. This NOA revises # 07-0629.10, expiring October 18, 2012.
2. Test proposal dated Jan. 18, 2007 approved by BCCO.
fihaq I. Chanda, P.E.
Product Control Examiner
NOA No 11-1013.22
Expiration Date: October 18, 2012
Approval Date: November 23, 2011
E-1
1. GLAZING OPTIONS:
LAMI NOM. L4029 CONSumG OF (1) LITE OF 1f9°ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR 8AFIDMQiEPSAFE MAXIMUM
PLUS (1) LITE OF 3N8" HEAT STRENGTHENED GLASS.
B. W LAMI NOM. L402S CONSISTING OF (1) LRE OF 118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXKEEPSAFE
MAXIMUM PLUS (1) LITE OF 3118' HEAT STRENGTHENED GLASS.
C. 7110° LAMI NOM, 6488'L CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTAL2TE OR SAFIMUKEEPSAFE MAMMUM
PLUS (1) LITE OF 3MO* HEAT STRENGTHENED GLASS.
D.=' I O 48 CONSISTING OF (1) UTE OF 311W HEAT STRENGTHENED GLASS PLUS AN ALO PVB INTERLAYER OF DUPONT BUTACTTE OR SAFLE)MEPSAFE
XIMUM PLUS (1J UTE OF 3Mr HEAT STRENGTHENED GLASS.
Z DEBION PRESSURES: SEE TABLES 1 AND 2 ON SHEET Z
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13004 Z
& POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
3. MMMMM & 2M XQ_ -QL XXO. , )OL OXO, AND O)OfO.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE
REQUIREMENTS SEE SHEETS 8 THROUGH 10•
8. SHUTTERS ARE NOT REQUIRED.
8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL- CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
TEST REPORT FTL-621Z ELOO TEXTRON NOA: 04-0721.01, 034ZMAS, ANSIAF&PA NDS -2008 FOR MOD CONSTRUCTION AND ADM -SOB ALUMINUM DESIGN MANUAL
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIRSMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE
ZONE(HVH4
9. CONFTGURATION8 WHICH CONTAIN A SIDE LITE TO AOR CONNECTION
A THE L DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS.
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 8), IS REQUIRED ONLY AT ALL DOOR TO 810E LITE CONNECTIONS FROM TABLE 1„SHT. Z
REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT.
n
EXT. -1/8' ANNEALED OR
HEAT STRENGTHENED GLASS
AN PVB INTERLAYER
DUPONT BUTACITE OR
® SAFLEXIKEEPSAFE MAXIMUM
NT. - SMW HEAT 8TRENGTHEND GLASS
94
EXT. - 3Mr ANNEALED OR
HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
DUPONT BUTACITE OR
SAFLE)UKEEPSAFE MAXIMUM
– JAW 1r-®
3/8” LAMI NOM.
GLAZING OPTION A OR B, NOTE 1
SITE
INT. -3KO'HEATSTRENGTHENOGLASS
�'"''
—«( .488 L
7/18” LAMI NOM.
GLAZING OPTION C OR D. NOTE 1
a�sa�
.0801
1 -10 1 11006.1
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES.„....„... 1
CONFIGURATIONS_.. -1
GLAZING DETAILS_ 1
DESIGN PRESSURES.„«. 2
ELEVATION&„..«.«....... 3
VERT. SECTION&„.......«. 4
HORR SECTIONS«„..„... 8
PARTS LIST–.--.:— 8
6.7
ANCHORAGE........-...»... 8.10
12 314"
19
21314°
27 3/4°
361/8'
36 314"
) AT DOOR & SIDE LITE CONNECTION
DESIGN PRESSURE '+87.8 /47.8 PSF
EX 0FROMM TABLE 1.
TYPE A
W WIDE x 88' HIGH DOUBLE DOOR WITH 38170 BIDE UTES
DESIGN PRESSURE -+70.41-70.4 PSF
EX C FROM TABLE 2
OXO WITH GLASS TYPE C
30' WIDE x 87 3/4' HIGH SINGLE DOOR WITH 21rSIDELTTES
DESIGN PRESSURE -443.5/4&SPSF
EX 0 FROM TABLE 2
OXX0 WITH GLASS TYPE C
S3 3/4' WIDE x 80' HIGH DOUBLE DOOR WITH 28' SIDE LITER
DESIGN PRESSURE "+43.11.43.1 PSF
S. FOR COMBINED DOOR AND SIDE Lf1E8 FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOORTO SIDE LITE
® CONNECTION SEE SECTION E -E, SHEET 8 FOR REINFORCEMENT
OETAIL
:A'P�POXXO0R8WlSE
NOTES:
LtfE3 THEtOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
®t. GLASS TYPES:
REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS
A. 3,W LAM] 0ffA, .W0 PVB. SMr HS)
DOORS WITH GLASS TYPES A . S, C OR D
S. 3W LAW (UB-HS,.080 PVR, 3019" HS)
Q7118'LAMI(8 WA..09OPVB,3118"HS)
HEIGHT
0.7/78' LAMI (3MV HS, .080 PVR, 3H8' HS)
WIDTH JKWID 8S- 793/4° - 83 3/4° 1 87 314° 1 913/4" I8° - 86 3W
2 COWS OIED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2
® MAX OXIXD WIDTH - 73 Ur
OXOWIDTH-0
Mmx.Axx oXX WWro7HH -107 3W
MAX �0 WIDTH -143 314•
3. SINGLE DCORS 33 BIB' WIDE OR OVERAND THE OPERABLE PANEL OF DOUBLE ODORS 64 U8'
WIDE OR OVER FROM EITHERTABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
371/2° BS 71374 +76.0 -76.0 + .0 -75.01+7&0 -75.01+75.0 -76.0 +7&0 -76A
WIDTH SINGLE SIDE LRNTH TH GLASS TYPE A
27 314° +7&0 -78.0 +76.0 -76.0 +76,0 -7&0 +76.0 -7&0 +76.0 -76.0
361/6" +76.0 -76.0 +7&0 -7&0 +71.4 -71A +67.6 -67.6 +642 -942
38 314°
+7&0 -75.01+74.91-74.91+70.4 -70.4 +68.8 -W.S +63.1 -83.1
FRC. NARROWER OMRS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
8. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
WIDTH SINGLE SIDE LRE$ WRH GLASS TYPES 8, C OR D
36 314° 1 +75.0 1 -76.01+76.01 -78.0 1 +76.0 -76.01+7&01 -76.01+75.01 -76.0
ABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LRES ONLY
® EX AFROM TABLE 1.
0X0 WITH GLASS TYPE A
APPROVED CONFIGURATIONS: OX XO, OXO, XXO, OXX & OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
30" WIDE x 90" HIGH SINGLE DOOR WITH 28' SIDE LITES
12 314"
19
21314°
27 3/4°
361/8'
36 314"
) AT DOOR & SIDE LITE CONNECTION
DESIGN PRESSURE '+87.8 /47.8 PSF
EX 0FROMM TABLE 1.
TYPE A
W WIDE x 88' HIGH DOUBLE DOOR WITH 38170 BIDE UTES
DESIGN PRESSURE -+70.41-70.4 PSF
EX C FROM TABLE 2
OXO WITH GLASS TYPE C
30' WIDE x 87 3/4' HIGH SINGLE DOOR WITH 21rSIDELTTES
DESIGN PRESSURE -443.5/4&SPSF
EX 0 FROM TABLE 2
OXX0 WITH GLASS TYPE C
S3 3/4' WIDE x 80' HIGH DOUBLE DOOR WITH 28' SIDE LITER
DESIGN PRESSURE "+43.11.43.1 PSF
S. FOR COMBINED DOOR AND SIDE Lf1E8 FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOORTO SIDE LITE
® CONNECTION SEE SECTION E -E, SHEET 8 FOR REINFORCEMENT
OETAIL
a► ae
Z
� I'L
GLASS TYPESJ% B, C OR D
HEIGHT
0
i 314" 67 3/4" 91 3/4° 6 -96 314°
4UL4 +62.4 -624 +49.8 49.3 +47.4 47.4
1 -81.6 1 +49.0 49.01+46.6 46.6 +44.3 44.3
1 48.8 +46,1 46.1 +43.8 -43.6 +41.6 41.6
402 +43.6 43.61+41.4 41.4 +39.3 39.3
j
43.1 +41.8 -41.51+39.3 -39.3 +37.3 •37.3
-39.1 +36.1 •36.1 +37.6 -37.6 +36.8M-76-0
I -34.0 +34.0 .14.0 +34.0 -34.0 +34.0
GLASS TYPES A,, B, C OR D
-76.0 +78A
P.0.B47f10➢Y
NQ�IdtR /L LfS1
2 • 10 1 11006.1
SSTOS
,SS/ONAX
A. LYM0PS
FL PEP WM
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.
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TYP. MAX
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MAX
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Fi F
Q
0
SEE NOTE 41
0xxo 41 `BEBNOTE4
D� OHT aHEIGHT
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(TYP) C DLO WIDTH 0C a
ct
DOOR WIDTW2-
L4 ZiACT �WAC7tS DE LITE
DLO HEIGHT o HEIGHT •113'
A X A DLOWIDTH =WIDTH -3118'
NOTES: 41
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8.
3. SIDE UTES OVERLAPIX AND %W DOORS BY WV WHEN ASSEMBLED TO MAKE 70, %W. •OXO' 7 XU, VOV AND'O)OV CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABBdTY SHEET 2}
S. CLEAR OPENING FOR WAND WC DOORS AS FOLLOWS: tWOOORS-WIDTH-6.848) =DOOR -DOOR WIDTTU2.4.070)
.yy�rlwN
vx "0O comic va �� � �"�'� ALUHLFRENCHUOOR&S/DELITES UNPACT ALYiuMtdN'fL�it�.P.E.
° naive Vkft ar
p,X 2!l➢107 ,u,� r tW I I I mm 7f'8 Il • f0 M11006.1 o FL P" SIM
41
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0
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Q
SEE NOTE 41
0xxo 41 `BEBNOTE4
D� OHT aHEIGHT
oLDWmTHx D00RYIDTH -12
(TYP) C DLO WIDTH 0C a
ct
DOOR WIDTW2-
L4 ZiACT �WAC7tS DE LITE
DLO HEIGHT o HEIGHT •113'
A X A DLOWIDTH =WIDTH -3118'
NOTES: 41
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8.
3. SIDE UTES OVERLAPIX AND %W DOORS BY WV WHEN ASSEMBLED TO MAKE 70, %W. •OXO' 7 XU, VOV AND'O)OV CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABBdTY SHEET 2}
S. CLEAR OPENING FOR WAND WC DOORS AS FOLLOWS: tWOOORS-WIDTH-6.848) =DOOR -DOOR WIDTTU2.4.070)
.yy�rlwN
vx "0O comic va �� � �"�'� ALUHLFRENCHUOOR&S/DELITES UNPACT ALYiuMtdN'fL�it�.P.E.
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DOOR SILL (WOOD) DOOR SILL (CONC) y` D �IT NS L �MII14.azR D.� 1
SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC)
NOTES:
I. FOR CONCRETE INSTALLATIONS N MIAMI•DADS COUNTY, USE ONLY MWMI•DADE COUNTY APPROVED ELOO 114° TAPOONS EMBEDDED, 3B• MN. (TYPE 1) OR 1b° 884
CRETE -FLEX EMBEDDED 1314' MN. (TYPE 2} THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314•. FOR WOOD INSTALLATIONS USE
912 SCREWS. G8 (TYPE 3) OR ELOO 114' SS4 CRETE -FLEX ANCHOR EMBEDDED 1 318• MIN. (TYPE 4
2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 112• THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DUMMY TO SOLID CONCRETE WOOD BUCKS
DEPICTED A8 2x ARE 1 112° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHER OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ}
3. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL UI NOT REQUIRED. IF USED. NONSIS3NK NON-METALLIC GROUT (3488 PSI MUNI.). (DONE BY OTHER)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS
WOOD. 30# FELT PAPER OR MASTIC 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
P.RBpJFiffi0
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10 -10 1 11009.1
MIAMID MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20 StroBt, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 3152599
NOTICE OF ACCEPTANCE (NOA)wwmmlamidadgidayLperal
PGT Industries `—'-
1070 Technology Drive
Nokomis, FL 34275
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 PERA—
Product
ERAProduct 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. PERA
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.
< SCR[FTION der es luminum Single Hung Window --L—XI.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impaef, , sheets 1
through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, 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.
MISSE�M1"ACT RATING: La`r a and_Small Missile Impact Resistant.
``L MITATIONS: Miami Dade County Product Control Approv S utters Or Protection Devises shall be
required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11).
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
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 No, 11-0405.10 and consists of this page 1, evidence pages E-1, Irl and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
—NOXN6. T1=1`01-1.14
Explrstion Date: Mer lc 2f 0
Approval Date: November 03, 2011
Page 1
PGT Ind
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, 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 24113.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted under previous NOA No.07-0322.06)
2. Test reports on: l) 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
along with marked --up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21!06, both signed and
sealed by Edmundo Largaespada, P. E.
(Submitted under previous NDA No. 0 7-0322.06)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted under previous NOA No. 07-0322.06)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Deports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-101&01)
Jaime D. Gas • , P. E.
Product Control Section Supervisor
NOA No. 11-1013.14
Expiration Date. March 26, 2016
Approval Date: November 03, 2011
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
B. TESTS (CONTINUED)
3) 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) Small Missile Impadt Test per FBG, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4947 and FTL--4650, dated 08/11105, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-101& 01)
4) Test reports on: l) 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 F$C, TAS 203-94
along with marked -tip drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-1018.01)
C. CALCULATIONS ;
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E.
Complies with ASTM E1300-04
(Submitted under previous NOA No.11-11128.03)
D. QUALITY ASSURANCE
L Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and
Vanceva clear and color interlayer*" dated 05/05/2011, expiring on 05/21/2016.
Jaime D. Gaseo P. E.
Product Control Section Supervisor
NOA No. 11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and compliances with the FBC 2007 and
FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest and independency, dated October 07, 2011,
signed and sealed by Anthony Lynn Miller, P. E.
3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958,
FTL-5063, FTL-4645, RTL -4649, FTL-4723, FTL-4947, FT"650, FTL-4948
and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through
08/10/05, all signed and sealed by Edmundo Largaespada, P, E.
(Submitter)under previous NOA No. 07-0322.06 and 05-1018.01)
G. OTHERS
1. Notice of Acceptance No. 11-0405,10, issued to PGT Industries for their Series
"SH -700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and
expiring on 03/23/2016.
S, ' r
Jaime D. Gas n, P. E.
Product Control Section Supervisor
NOA No. 11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
E-3
A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A SHB' LANA CONSISTING OF (2) LITES OF 1B' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR BAFLEx%Ew8AFE NUWNIl m PVB INTERLAYER
IL 8116' LAMI CONSISTING OF (1) LITE OF IW ANNEALED GLASS AND (1) LITE OF VW HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR FLDtAtEEPBAFE
MWBMUM PVS INTERLAYER
C. 8118' LAMI CONSISTING OF (2) LITES OF 1B' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER.
D. TNS" LAMI CONSISTING OF (2) LITES OF 3MS' ANNEALEDCLASS WITH AN M OUPONT BUTACITE OR SAFLEXAKEEPSAFE MWIMIUM PVB INTERLAYER.
E. 718° WMA CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 311V HEAT STRENGTHENED GLASS WITH AN m DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB.
F. 7118" LAMI CONSISTING OF (2) UTES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE CR SAFLMUKEEEPSAFE MAXIMUM PVB INTERLAYER.
G. 13/18' LAM IG: (1) LITE OF 1B' TEMPERED GLASS, AN AIR SPACE AND 8118° LAMI CONSISTING OF (2) LRE$ OF 1B' ANNEALED GLASS WITH A
090 DUPONT BUTACITE OR SAFLEX/iaEEPSRFE MAXIMUM PVB INTERLAYER
® H.13MS' LAMI 14 (1) LITE OF 118' GLASS, AN AIR SPACE AND 616' LAMI CONSISTING OF (1) LITE OF 1AP ANNEALED GLASS MID (1) LITE
OF 1B' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAF FE MAXIMUM PNB INTERLAYER.
L ISMS' LAMI IG: (1) LITE OF 1B' TEMPERED GLASS, AN AIR SPACE AND SHS' LAMI CONSISTING OF (2) LITES OF 1AX' HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER
J.13116' LAMI IG: (1) LITE OF 1AS' TEMPERED GLASS. AN AIR SPACE AND 7118' LAMA CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH A
090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER
1413M6' LAMI IG: (1) LRE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3MB' ANNEALED GLASS AND (1) LITE
OF 3A78' HEAT STRENGTHENED GLASS WITH AN =0 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB.
L 13118' LAMI IQ (1) LITE OF 1AP TEMPERED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) UTES OF SNS" HEAT STRENGTHENED GLASS
WITH AN = DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER.
®M.13Mr LAM IG: (1) LITE OF 1Ai ANNEALED GLASS, AN AIR SPACE AND 8118' LAMI CONSISTING OF {2
MAXIMUM PVB INTERLAYER ) LITES OF 1P8' ANNEALED GLASS WITH AN.OBO DUPONT BUTACITE OR
2. CONFIGURATIONS:'OX' (1N, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) .
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1=W -
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002.
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
®7. REFERENCES: TEST REPORTS FTL-484 FTL-4848, FTL-4847. FTL-0648. FT64649. FTL4880. FTL4W1. FTL-4723, FTL4967. FTL4968 AND FTL.Ma
ANWAFBPA NDS -20M FOR WOOD CONSTRUCTION
ADW20M ALUMINUM DESIGN MANUAL
S. SERIESIMODE1. DESIGNATION SH7K ALSO REFERRED TO AS SHAH.
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
® HURRICANE ZONE (HVHZ).
SHEET
GENERAL. NOTES..._... i
GLAZING DETAILS——- 2
DESIGN PRESSURES—— 3
ELEVATIONS__...._....._.. 4
VERT. SECTIONS.__...__ 6
HORR. SECTIONS........... 6
PARTS LIST ....... »........ 6
EXTRUSIONS.-___ 7
CORNER DETAIL ..... 7
ANCHORAGE-.__......_... 8.11
J1 f007M1 D� �fOfBCUPDATB �a0�' �'O.p •. p : ;(j
T GENERAL NOTES
iwwiw JJL a681/Xi c t:HANti2D17APf8.A38T1PSTOTX8FA0f1,18 ' aam ,A. %,�O,�FS,Fl.oa���`�
FJc 11113/08 8 maemm a � ALUM. SMt9f.EH NG YWAWW IMPACT ' �l!����''S��(OP)P��•
sb.mese wr oeatu. ' A FL P.IIA MI P.E.
Fx 9IP/OB ,. 22my 1 ae BMOB 1VT8 1 • 11 4044tFZ0 D FL P E 988708
or
1M NOM.
GLASS BITE
O
118° ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
118° ANNEALED OR HEAT STRENGTHENED GLASS
Q118° NOM.
6/18° LAMINATED GLASS
34.
SITE
or
or
WGTHENED GLASS
I WTERLAYER
NGTHENED GLASS
GLASS
13/18° LAMI IG GLASS W/ 5118° LAMI
N01�,
PA. .BQOM4
112" NOM.
GLASS BITE
go
® NOTE:
LAMI IG OUTBOARD UTES MAY BE
UPGRADED TO 311W VATH NO CHARGE
IN DESIGN PRESSURE
<D EXTERIOR INTERIOR r>
(ALL SECTIONS)
3118° ANNEALED OR HEAT STRENGTHENED GLASS
080 SOLUTIA OR DUPONT PVB INTERLAYER
Mr ANNEALED OR HEAT STRENGTHENED GLASS
7110'LAMNNATED
7/18° LAMINATED GLASS
12' NOM.
GLASS BITE
3118° ANNEALED OR HEAT STRENGTHENED GLASS
= SOLUTIA OR DUPONT PVB INTERLAYER
3018' ANNEALED OR HEAT STRENGTHENED GLASS
7118° LAMNATED
AIRSPACE
118° TEMPERED GLASS®
13MV NOM.
13/18' LAMI IG GLASS W/ 7/18° LAMI
MOP I FUR 1 2 1 11 1 4040•
`�O�y �ENSE.•,c�R ��
r
t0 LI
FSSIOPIA�
A. LI�AVIMLLi�A; P.E.
FL P.EJI68705
III FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION A
BASED ON FLANGED WINDOW T .TO -TIP FRAME DIMENSIONS
_ -- ---- _ WINWW HBGW
Wim Wee TYPE 93" - II or 70" 7r
T4
TABLE 1.
70"
46" I
A.B.
+80.0 1 -80.0 +90.0 1 X0.0 1 +80.0 14310.
+840 401.0
+90.0 40.0
+90.0 -80.0
+0A0 48.0
j
"•M
+80. +80.o -no +80.0 4140
+800 800
+90.0 .0.0
+80.0 -80.0
+79,0 79.0
6r
A .
+80.0 800 +80,0 -80.0 +90.0 48.0
0 -80.0
+7e8 -78.8
+77.3 77.8
+78,9 •76.9
83 U8"
A B,M
+80.0 •80 0 +90.0 80 0 +79.8 70 8
�0&2.78 2
+78 9 -78.9
+Y8.4 •79.4
+14.0 •74.0
UPTO{Ci
C o,E o,H tiJ KL
+88.0 Oro o +90.0 4m o +00 0 4340
0 -%o
+00.0 -w.0
+no -00.0
+90.0 -01
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION ,&
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMMN IONS
WINDOW male '
WILT" GUM TYPE 1 38 2W I 4,r 1 80 AV or 7r 74"
TABLE L
7s"
48"
A B,NI
+mo I -mo
+80.0 -60.0 +00.0 4111.0 +640 4360 +70.0 -70.0
+70.0 70.0
+70.0 70.0 .
00"
A,B.M
+00,0 40.0
+eo.o -mo +00.0 -e6.o +lee 7e9 +70.0 -70.0
+70.01-70.01
+70.0 •70.0
0.1611W LAMA 113 - U6 T. AIR SPACE, 6116 LAMI - lff&.090,U6
FR. -4849, 4723
-00.0
+60.0 -110.0 +80.0 -Ko +les 70.9 +760 -70.0
+611.6 41ea
+87.6 47.6
6318
A
+88.0 40.0
+60.0 410.0 +80.0 48.0 +7&0 76.0 4MO 48,0
+66.7 867
4060
LIP TO 03
C,0. F,%KW,K.L
+88,0 410.0
480.0 •40.0 +80.0 48.0 +840 4�0 +70.0 70.0
+ro.0 70.0
+ro.0 •Tao
CUSTOM VIEW & RADIUS TOP "OF OR INTEGRAL FIN WINDOWS WI HIGH SIL OPTION® TABLE 3.
BASED ON FLANGED WTIP-TO-TIP FRAME DIMENSIONS
WINDOW HELOT MINUS SAB" HEIGHT (MAK. WINDOW W. W7 SAWN 78" FLANGED AND 76" PIN)
WIDTH I GLASBTYPE 171W 1 2pitnr I 211818" I 333IC I 396118" 4413)l6" I 6038" 61116118"
631W+ lt, F J,K L +80.0 1 -MO 140.01 -80.0 +88.0 1 48.0 140.01 -MO 1 +760 70.0 1 +740 70.0+TSO 1 70.4 1 +70.0 •70.0
GLASS TYPES:
TEST MWORTS TABLE 4.
A. 6116 LAW - 116 A • Q lffA)
FT44647. 4846 4723 4WY
B. 6116 LAMI-
FTL4647, 4648
C. 6118" LAMA - (U8°)R6,.090,1/6FI8)
MAW, 4848
0.7116 LAMI- 18°A,.M0. 3M8"A
FIL4846, 4886
E. 7116 LAMA- 18°A.088,3Ma°IW)
FTL460
F.711E'LAN -(3H6HS,.090 V1610)
FTL4S*
0.1611W LAMA 113 - U6 T. AIR SPACE, 6116 LAMI - lff&.090,U6
FR. -4849, 4723
",1&10" LAMI 10- U6 T. AIR SPACE, 6116 LAMI - 116A,.09
FR.4048
L 13116 LAMI KG - U6 T. AIR SPACE, 6116 LAMI • J8'HS,.Q88,U8i18)
FR 4949
J,13/16 LAMA KG - U6 T, AIR SPACE, 7116 LAMA - PROW= 3110°
FR -4949, 4880
K.13118° LAM 13 - U8° T, AIR SPAM 7/16 LAMA- (3n8*A.. 388
1`I1,400. 4890.4989
L13116 LAMI 10 -U8° T. AIR SPACE, 7118" NANO- 16118,.018, Win"FTL4049,
4060
M 13M6' LAMI 10 • UrA AOR SPACE, 6116 LAMA- A,.090, IWA
F7611003
MEETING RAIL
HT.
9!{811
HIT. MEETING RAIL
L �
W HT
� mlNus
SASH
HT. MEETING RAIL
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE of +64.o PSF at LOWER As SHOWN IN THE TABLES. NSGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FLANGED 71MO-TIP FRAME DIMENSIONS.
3. AVAILABLE BASH HEIGHTS FOR CUSTOM WIDOWS ARE 12 SW MWIMUM TO 33° MAXIMUM
PNOKPLB{t01
apow I NTS 13 " 11
5318° MAX FLANGED WIDTH®
6218' MAX I.F. WIDTH
49 88° MAX. FIXED
DLO (ALL)- ,,
I 76'
SEE DLO I.F.
TABLE j D_ J HEI
L178• MAX
M DLO
95' MAX
MAX
TABLE
X j
SASH
(MAX)I
78"]
MX
L
FLANGED
411/4°
481/4' MAX.
/ENT DLO (AL
DETAIL A
111
DETAIL B
VIEW (STANDARD SASH)
75° MAX
I.F.
HEI PIT
FLANGED
HM
SEE
a
E�
i I �Wwr178° i LAX
I F.
E —] HEI IHT
DLO jAA
sLE O
78° MAX.
FLANGED
HEI'
TABLE X j 20°
SASH
HEIGHT
a
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
9. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL MEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C)ARE BASED ON A THREE OVER TWO FORMAT.
raeKa I
Naa�,aama
C+I
o Cy
X j
DETAIL C
TOP (STAND
95' MAX
i
I
I
0 j
IF.
�
SEE
Ta
A
78"]
MX
I
FLANGED
411/4°
C
HE
407/8'
D
6250
62 91118'
E
62114°
SASH
SEE DLO
H
HEIGHT
DETAIL
LOW I
BILL
DETAIL B
VIEW (STANDARD SASH)
75° MAX
I.F.
HEI PIT
FLANGED
HM
SEE
a
E�
i I �Wwr178° i LAX
I F.
E —] HEI IHT
DLO jAA
sLE O
78° MAX.
FLANGED
HEI'
TABLE X j 20°
SASH
HEIGHT
a
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
9. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL MEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C)ARE BASED ON A THREE OVER TWO FORMAT.
raeKa I
Naa�,aama
C+I
o Cy
X j
DETAIL C
TOP (STAND
4 s 11 1 40"
75' MAX
I.F.
HEI
Wwr L
FLANGED
HEI
a
DAYLIGHTVERTICAL
OPENING
DETAIL
CED UTE
LOl
SILL
HIGH
BILL
A
341/2°
34
B
41618°
411/4°
C
411/4°
407/8'
D
6250
62 91118'
E
62114°
02 6116°
H
DETAIL
LOW I
BILL
HIGH
SILL
A
34112'
34 3/10°
B
27.7__
27118°
C
27 7118°
271/8°
D
1638' 1
10 314•
E
1838'
96314°
E6.
4 s 11 1 40"
75' MAX
I.F.
HEI
Wwr L
FLANGED
HEI
a
F::
MAX.
FD(ED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYLIGHT
NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOOKS, (1) B° FROM EACH SIDE OF SASH.
INSIDE INSIDEM VENT DAYLIGHT OPENING
NOTE. BALANCE PARTS USED I
® BASED ON SASH WEIGHT
9,10,11,15,18
I
MAX FDMD LITE DAYLIGHT OPENING I 1
MAX.WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE
47
2
I HIGH
BILL
LOW
1
48 HK�FI gILL 48 LOW SILL WAD
710'
I I.Z-7-VN',q,,
`/ (LOW SILL)
SEE NOTE ABOVE
nULTPALIFT
12 ONLY
ALTERNATE HIGH SILL
SECTION C -C
RADIUSTOP
MAD DETAIL -FLANGED VERSION)
t&UM. afHVMlow& MU U rvrrvuvw rrvu-sw
P.O. BQXIBAB
NOKOfmB.RS{274 VLdb,�Betmv 8M00 riHrf 5 • 11 4040-0
i 2*784--1
T1 J
J182
FLANGE FRAME HEAD
/ :4002A,8003 -T8
1.749
2 710
.082 j
O FLANGE FRAME JAMB
04004, 6093 -TO
(USED AS RADIUS TOP HEAD)
=_j
2.830
L
I�—z.76a�
O FLANGE FRAME SILL (LOW)
#40030.6083••TO
I---1.461 T
OSASH STOP
04028, 683-78
1.842 I..--2279-1TT
.082 I
.062
21 FIXED MEETING RAIL Y8 SASH TOP RAI.
0404A, 60831046A 0400SC, TO
O FLANGE FRAME SILL (HIGH)
04080A, 6083 -TS
or 47
I.F. FRAME
1 /
2
I II
6or50
I
I
6or50
' SEALANT OR GASKET --A
AT HEAD AND SILL
1.613-• 1.738 I
VIEW D -D VIEW E -E
(1M ME 8 VIEW HEAD & SILL, RADIUS TOP 50.1.) (RADIUS TOP FS:AAD ONLY)
7 SASH STOP COVER _ _ FRACORNER CONSTRUCTION
04063, W63 -TS .60
--i 1.106 I-- .878
1.086-i� --
.082 41 GLAZING BF , 6/16°
!140396.6083.78
6EALANT ALONG ENTIRE JOINT
h I.F. FRAME®
WELD
ALONG
SCREW
BOSS (2)
1.979
L.062-31 SASH SIDE RAIL
040 ,6063. 5
28 SASH BOTTOM RAIL(LOW)
04007.6063-T6 ff
Ji78
1 �B-I+—►�T
O GLAZING BEAD 7/16"
04222, 8083.76
2.3•!8—j
FTW�vj
2.838
.08'1
68 SASH BOTTOM RAIL (m"
04051A.80343
P.0.9QX l�B
NOI(01AB. PL84Z74
1�n1b��
45 GLAZING6"
OBEAD.7/1
(t W/ F L Iq7)
i
42 GLAZING .6116"
040448.6063TS
(USED W/ GRILL HIT)
T-�1J�7
46 GLAZING BEAD,13/li
54067, 6083.7$
FRAME CORNER DE7'Al1
HUNG WlNDQW IMPACT
� 7 - 11 40400
m
s'0�'• a -qp EIof
A. LYWMIL W P.E.
FL P.E.0 5570
ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 6.
WINDOW HEIGHT
SUBSTRATE
2S.803 34.603 I 40AMJE
48.603 62.843 68.603 64.803 78.000
E:p
ANCHOR rGLAWf
WwDOWN8-8`'8`�"8"8
U U p U p U U U p U U p U U p U U p U U
8"��"8'�8`��"��8 �"8'�8`�"8"8
WDTHTYPE
C,D,E,F,G,
1 1 1 1 1 1
1 1 1 1
1 1 1
1 1 1 1 1 1 1
19.126
HIJ,KL
_1 _1
1211119211122212222222222222222222222232233
ABA
1 1 1 1 _1 1 1 1
1 1 1 1
9 1 1
1 1 1 1 1 1 1
1 2 1 1 4 1 1 2 1 1 1 2 2 2 1 2
2 2 2 2 2 2 2 2 2 2 2 2
212 2 2 2 2
2 2 2 2 2 2 3L2 2 3 ]2_2 3 3
C,D,E,F,G,
1 1 1 1 1 1 1
1 1 1
1 1 1
1 1 1 1 1 1
24.000
H,IJ,K,L
121 1 7 21 2121 222122+2222222222222232222232223332233
-H2
_1 _1_
_1
AB,M
1
_1
12 1 1 1 2 1 2 1 2 1 2 2 2 1 2
2 2 2 2 2 2.T22 2 2 2 2
2 2 if -3 2 2
2 2 2 3 i12 21313131212' 3 3
CA,E,F,O,
1 1 1 1 1 1 1 1
1 1 1 1 1 1
1 2 1
1 2 1 1 2 1 1
KW.K,L121222231222231223232223232223332233343233343344
A,B,M
1 1 1 1 1 1 1 1
1 1 1 1 1 1
1 1 1
1 1 1 1 7 1 1
121222231222231223232223232223332233343233343344
C,D,E,F,G,
1 1 1 1 1 2 1
2 1 2 2 1
2 2 1
2 2 1 2 2 1 2
37.1700
HIJ,K L
_1
2 2 1 2 2 2 2 3 1 2 2 3 -213 2 2
_1
2 3 2 3 2 2 2 3
3 4 2 3
4 4
3 3 3 4 9 3 3 4 3 5�3-
A,B,M
1 1 1 1 1 1 2 1
1 2 1 2
in
2 1
2 2 1 2 2 2
2 2 1 2 2 2 2 9 1 2 2 3 2 3 2 2
2 3 2 3 2 2 2 3
3 4 2 3
3 3 3 4 3 3 3 4 3 5 4 4
PSF
79
CJ),E,F,L3,
2 2 2 2 2 2 2 2 2
2 2 2 2
2 2 2
2 2 2
2 2 2 2
40.000
H,I,J,K,L
_2
221 222232223232223232323242333
342334363334453344
A,B,M
2 2 2 2 2 2 2 2 2 2
-23232323242333942334363334463344
2 2 2 2
2 2 2
2 2 2
2 2 2 2
2212222322 332 LL
PS
78
C,D,E,F,G,
2 2 2 2
2
2 2
2
2 2
2_
2 2
2
2 2 2
2 2 2 2 _2 2
2_
44.000
M,4JICL
222222232223232233242333342
333342334383334463448
A,B,M
2 2 2 2
2
2 2
2
2 2
2
2 2
2
2 2 2
2 2 2 2 2 2
2
2 2 2 2 2 2 2 3
2 2
2 3 2 3
2 2
3 3 2 4
2 3
3 3 3 4
2 3
3 3 3 4 2 3
3 4 3 6 3 3 3 4 4 5 3 4
4 6
PSF 79 79
C,D,E,FA
2 2 2 2 2
2 2
2 2 2 2
2 2 2 2 2 2 2 3
2 2 3 2 2
48000
HIIK,L
222222232223342333342334342334
363334383346483458
2 2 2 2 2
2 2
2 2 2 2
2 2 2 2 2 2 2 3
2 2 3 2 2
AB,M
222222232223342333342334342334363334353348483468
PSF 72 79 79
C,D,E,F,Q
2 2 2 2 2 2 2 2 2 2
2
2 3 2 2 3 2 2 3 2 3 3
2
3
53.125
HAJAL
2 212721212121312 2 2131314 2 3 3 4 3 4
2 3�43
3 3 3 4 3 6 3 3 4 4 4 6 3 4 4 5 4 6
3 4
5 6
2 2 2 2 2
2
2 2 3 2 2 3 2 2 3
2
3
2 2 2 2 2 2 2 3 2 2 2 3 3 42 3 3 4 3 4
2 3
3 3 3 4 3 6 3 3 4 4 4 8 3 3 4 6 4 8
3 4
4 6
,ax
Fl8 . l/W*J9buer
alaz� 11fT'S 8 d 11
1. ANCHOR TYPES: 1- IW ELCO TAPCONS
2.1W ELCO SS4 CRETE -FLEX
3-Al2 SC2EW9
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOMING DIMENSIONS.
HEAD -1S IW MAX FROM TOP CORNERS
JAMBS -17 W MAX FROM TOP DORNERS
16° MAX. FROM BOTTOM CORNERS
6" MAX BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
,!NOTE 2.
4, TAME WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
®ARE 1°LEBB
6%
ESIGN PRESSURE LIMITATIONS:
SIZE BL0009 OF THE ADJA NT TABLE WITH A
SOLD ITALIC® VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTFERINI , THE
fflxS
TABLE KEY.
MAX. PSF
PRCDucrpzv
DP LWITED 918
HEAD 271�m
JAMB ABOVE 2 3
MTG. RAI.
JAMB BELOW
MTG. RAI_
(FULL DP)
HEAD 2
JAMB ABOVE 2 3 t a�ENa6 �.P -k
JAMB BE OW ' Rc No
MUG. RAI.
VWVDoWB "}'O' �a�C?:
1W fMPAR;T ' �'' SSIOONw%,
+vm a LY im-itl3, P.E
404110 O PL P.E.9 68706
•
ANCHORAGE NOTES:
ANCHOR
QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8.
1. ANCHORTYPES: 1-114"ELCOTAPCONS
2 - U4" ELCO SS4 CRETE FLEX
WNmOW HEIGHT
29.01%
37.166 1 44.655 52.166
59.385 1 37.1 74.385 90
SUBST?
3-012 SCREWS
2. ANCHOR LOCATIONS ARE WED
ON THE'p
CLA
p
z 2 Z2
pp
pp
2
pro�
O0Z0
Z
p
2
Np
U
WINDOW
WIDTH
TYPE
VN
S
S
�O1
1011F MAX: FROM TOP CORNERS
CA.E,F,G, 1 1 1 1
1 1 1 1 1 1 1
1
1 1 1
1 1
1 1 1
JAMBS' 17 t2" MAX FROM TC1P CORtER9
• H,I,J,KL 1 1 1 1 11 2221
_1
_1_
222221 22222222222222222222322232
_7
3x22
_1
32
18° MAX FROM BOTTOM CORNERS
B°MAXBELOWMT0.RAIL
19.125
A,B,M 1 1 1 1
1
1 1 1 1 1 1 1 1
1
1 1 1
1 1
9 1 1 1
1
®SILT- • ANCHORS NOT REQUIRED
11 1 1 1 1 2221
222221 22222222222222222222
322232
3222
32
3, INSTALL PER THE ADJACENT TAKE ANCHOR
QUANTITIES USING THE D@AENSIONAL CRITERIA OF
PSF 78
24.000
NOTE 2.
ABLE WIDTH AND HEIGHT D@IENSIONARE FOR
C,D,E,F.G, 1 1 1 1
MAKI. 111 1 1 1 229
1
1
1 1 1 1 1 1
2222222222222232322232
1 1 1 1 1 1
322232
1
1 1 1 1
322232
A,81 1 1 1
1
1 1 1 1 1 1
J22
1 1 1 1 1 1
1
1 1 1 1
,
FLANGED WINDOWS. INTEGRAL FN DIMENSIONS
.M
11 1 1 11 221
1
2222222222222232322232
322232
322232
ES
®ARETLB.
PSF 88 77
B. DESIGN PRESSURE LIMITATIONS
C,D.E,F.G. 1 1 1 1 1
1 .1 1
1 2 1
1 2
1 1 1 1 1 1 1 1 1 1 1
SIS BLOCKS OF THE ADJACENT TABLE WITH A
32.000
KLAK.L 91 1 111 222222232222332233333233332233433243433243
SOLD ITALICIZED VALUE ABOVE THEM. INDICATEA
1 1 1 1 1
1 1 1
1 2 1
1 2
1 1 1 1 1 9 9 1 9 1 1
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A.S.M
OF ANCHORS SHOWN N BOLD. OTFI E, THE
11 1 111 222222232222332233333233332233433243433243
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
P8F b8 87 78
C.D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2
1
2 2
1 2 2 1 2 2
1 2
AND CLASS TYPE IS
37,000
H,LJ,KL 1 9 1 111 2222 222 3222333 2 2333 3334
333
323 3433243443243
AVAILABLE.
ABM 1 1 1 2 1 1 2 1 2 2 1 2 2
1
2 2
1 2 2 1 2 2
1 2
111111222222232223332233333343333233433243443243
PSF 54 78 02 79
C,D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2
2 2 2
2 2
2
2 2 2
2 2 2
2
40.000
K1J,KL 11111 9 2222222 32233332233433343333343448343443383
A,S,M 2 2 2 2 2 2 2 2 2 2 2
2 2 2
2 2
2
2 2 2
2 2 2
2
111111222222232233332233433343333343443343443363
TABLE KEY:
PSF 49179 bB 78 78
MAX PSF
2 2 2 2 2 2 z 2 2 2 2
2 2 2
2 2 2
2 a 2
a 2 2
2
44.0W
111111 22222233223334233344
3343443343443343443384
IDP LOATEDI 197
HEAD
2 2 2 z 2 2 2 2 2 2 2
2 2 2
2 2 2
2 2 2
2 2
2
ROS
111111222222332233342333443343443343443343443364
_2
JAMB ABOVE 333 codo
MfQRAIL oL"1 ��6
F.D
48 74 81 74 78 78
JANE BELOW
2 2 2 2 2 2 2 2
2 2 2 2 3
2 2 2 2 2 3 2 2 3 2
2
48.000
111 111 222222332233343333443344443344444364d44384G
2 2 2 2 2 2 2 2
2 2 2 2 3
2 2 2 2 2 3 2 2 3 2
2
(FULL DP) I l l l l f
1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2
3 3-3T4 3 3 9 3 4 4
a33: 4 4 4 4 3 3 4 4 414 413 6 4 4 4 4 3
b 4
HEAD 2
cP��'�,
PSF 49 87 46 87 78 78
��`��►�JN
JAMB AVE 2 2
C,D,E,F.G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3
2 3 3 2
3 3 2
3
H.LJ,KL
RAIL
83.128
111111 222222333333443844443344443344684364664354G
ggt�
JAMBBELOWL
BM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3
AMM
11111111 22222233333344334444334444334148443
2 2 3 2
3 3 2
44 b443b4
3
-. . /i.07!nVOl�;_!U=
ALUM. SINQLE HUNG !WINDOW IMPACT Ii� �JION►„
AX 9fflaw --"A
m BY8B9~ � ���� aa.mQ,t mr ®..e m,Ao�a a" A.LYNNM �.E.
FJC 7/18l� .L 2!Z9�OI'bBeaur 87A00 AfT3 8 a 11 404020 D FLP.EHBB708
in
ANCHOR QUANTITIES ABOVE MEETING RAIL
FAD a JAMBS CUSTOM FLANGED WINDOW HEIGHT
US SASH HEIGHT
TABLE7.
�c
~' N
(FULL DP)
*
'
5W
2
JAMB BEL.OWe
MrQ Rall
WI
OW HE
MPIUS SASH HEART FROM TABLE 8.
SASH HEGHT
SUBSTRATE:
—oF
17.126
SUBSTRATE.
888
12.776
282
21.778
.764
27.r/6
44.838
50
AIN,"IINDOCHOR �E
66.926
ANCHORTP:
WIDDW
AEJ
�
Za�WIDTH
((z]�
00038.778
N�wc}�$N�'
N
`-80'0-8
p
NU0
§QQ
.jYJ( �j $
C1
Nasp
v
N
V
8$
V
16.125
1
1
1 2 1 2 2 1
2 2
2 2 2
QQ4
�
$
2 z
z
z
24.000
21
8-�Q
Q�N$�8
2 2
2 2 2
2
2 2
QQn
2 3
2
TYPE
32.000
2
1
2 2 a s 3 2
2 3
2 3 3
2
3 3
2 3 4 2
3 4
2
3
37A00
C
19.126
2
1 1 1
-1.-.._1
.._a_.
2 1 3 3
_.Z. ...Z
3 3
-.2..__Z..
3 4
.2
_-2...
_i
_.2
74
.Z_
_3._.
._.3
..
2
2
KL
3 3
2 3 3
3
3 4
3 3 4 3
4 4
3
4
44.000
2.
2-.._2...
3.
—3
3
3
2
3_.
24.000
D,E F J,
1
1
1
1
1
1
1-
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
KL
3 4 6 3
463.126
2
2
2
2
2
2
2
2.
3
3
2
3
S
2
3
_9
3
3
3
3
4
3.2.000
D,E F,J,
. 1
9
1
1
1
1
2
1
9
2
1
1
7
1
1
1
1
1
1
1
1
1
1
1
KL
1
1
1
2
2
2
3
2
3
3
3
3
3
12
3
4
3
4
4
3
4
6
3
6
PSF
79
37.000
DAFA
1
1_._L
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2_j
ij
2
KL
1
1
1
2
2
2
3
2
-T-T-3
4
3
3-
2
4
3
'4
4
4
8
6
4
1 6
PSF
79
79
79
78
40.000
D,E F,J,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
KL
1
1
1
2
2
2
3
3
3
4
3�
4
4
1 3
1 4
4
3
6
4
4
6
8
1 4
18
PSF
79
78
79
J7
78
79
79
44.000
D,E,F,J,
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
12
2
2
2
2
2
2
22
2
KL
7
1
1
2
2
2
3
3
3
4
4
4
4
1--3f
5
4
3
6
6
4
6
S
4
6
PSF 78
78
1 70
79
70
71
79
73
70
48.40
D,E,F,J,
2
2
2 1
2
2
2
2
2
2
3
1 2
2 1
2
1 2
1 2
3
2
2
3
2
2
3
2
2
KL
1
1
1
2
2
2
3
3
3
4�
4
4
6
4
5
5
4
8
5
4
6
8
6
8
79
78
83
71
79
84
74
SS
77
68
a
53.125
D
A
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
a
2
3
3
2
3
-.L
1
1
2'
2
2
3
3
3
4
4
4
6
4
6
8
6
S
8
1 6
1 7
6
6
7
ANCHOR: QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
—"
11111 017
�c
~' N
(FULL DP)
*
'
5W
2
JAMB BEL.OWe
MrQ Rall
TABLES.
SASH HEGHT
SUBSTRATE.
12.776
18.778
21.778
24.778
27.r/6
AIN,"IINDOCHOR �E
QNGI'
^16.778
l4
�pp
p�
Nt7'tl��N�'U��NC7'��s
((z]�
00038.778
N�wc}�$N�'
1QQQQQf31.1
WIDTH
§QQ
.jYJ( �j $
C1
V
8$
V
16.125
1
1
1 2 1 2 2 1
2 2
2 2 2
2
2 2
2 2 2 2
2 z
z
z
24.000
21
1 2 1 2 2 2
2 2
2 2 2
2
2 2
2 2 3 2
2 3
2
2
32.000
2
1
2 2 a s 3 2
2 3
2 3 3
2
3 3
2 3 4 2
3 4
2
3
37A00
79
2
1 1 1
2 2 2 2 3 2
3 3
2 1 3 3
3 1
3 3
11 3 3 4 3j
3 4
3
4
40.000
74
2
2
2 2 2 2 3 2
3 3
2 3 3
3
3 4
3 3 4 3
4 4
3
4
44.000
2
2
2 2 2 2 3 2
3 3
3 3 4
3
3 4T
-3r-4 6 3
4 5
3
4
48.000
72 79
2
2
2 2 2 2 3 2�3E
4
3 3 A
3
4 4
3 4 6 3
463.126
7S
69 722
2
2 2 2 2 3 33
4
3 4 4
3
4 5
3 4 b 3
6 6
3
6
Amt.inuffAwc Nu I t5:
1. ANCHOR TYPES: 1- VV ELCO TAPCONS
2 -11V ELOO SSA CRETE -FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
®
DIMENSIONS:
HEAD -1B 1P2° MAX FROM CORNED
JAMBS -17 1/21 MAX FROM TOP CORNER
111!2• MAX ABOVE THE MEETING RAIL
S° MAX. BELOW MTG. RAI.
UP MAX. FROM BOTTOM CORNERS
SILL . ANCHOR NOT REQUIRED
DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND S. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
�AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 S/8 MIN. TO W MAX
g TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
L� FLANGED WINDOWS. INTEGRAL RN DIMENSIONS ARE
1"I EBB
8 IGN P �I 2E LINITATIONB:_
2E BLOCtB � THE ADJACENT TABLE WITH A BOLD
® ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHOR
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE 18
AVAILABLE.
® TABLE 7. KEY:
MAX PSF
(DP L.1 ED) 992
HEAD 2
JAMB ABOVE 2
MrQ RAIL.
Ft ULLDP)
HEAD 2
JAMB ABOVE 4
MM RAIL cots.
® TABLE S. KEY:
MAX PSF"
(DP LMITED) 991
JAMB BELOW 2
Ira Ran
—"
11111 017
�c
~' N
(FULL DP)
*
'
5W
2
JAMB BEL.OWe
MrQ Rall
FJC !t!!3/tlB
A.L 87k1XW1'$1'y"�08Y P e4ot�
.R ensure ms n.+aus a. P.E.
FJG 7/ J.L Prd4Mi sulm lIIT3 10 a 91 4040 D FL P.E.A 681'06
10ALL EXTEWOR INTERIOR
® HEAD AND SILLDETAI )
GONCRETEANCHOR
3.36 KSI MIN. CONCRETE (SEE NOTE 1 & 3),& 2x WOOD BUCK
®(SEE NOTE 4)
! ;': , .•:• p i :: '.� 1 W MIN., IWI TAPCONA`
•4314• MIN., U4° CRETE -FLEX
1x
WOOD
WOOD SUCK 1
(SEE NOTE 4)
p1AX. J
SHIM
WOOD ANCHOR
(SEE NOTE 2 & 3)®
DETAIL A DETAIL B
TYPICAL FLANGED X.HEAD ANCHORAGE
3
MML
1114,
V4" MAX SHIM j I -- IITT
i
•'s
I (0111:
1W MAX.
1. FOR CONCRETE APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4° ELCO TAPCONS OR IM SS4 ORETErFLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 13W.
2. FOR WOOD APPLICATIONS IN MUIMI-DADE COUNTY, USE #12 STEEL SCREWS (66) OR
114.884 CRETE -FLEX
3 FLAT HEAD ANCHORS. WHERE REQUIRED. MUST HAVE 812 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2°
THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
& FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF
0063-T6 AND A MINIMUM OF 1#7 THICK THE ALLMIUM ST RUCTURAL MEMBERSHALLBE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 012 SHEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FN
MULLED APPLICATIONS IT 18 EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
T. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FED CURRENT,
EDITION, SECTION 2103.&4 (SUPPLEMENT =x}.
CONCRETE ANCHIOR, WOOD ANCHOR,
FH BELOW MEETING FH BELOW MEETINO®
RAIL. (SEE NOTE 1 & 3),& RAIL (SEE NOTE 2 & 3)
Tlxi
3381031 MAN.CONCRETE INTERIOR
OR 1.6 KSI MIN. CMU® (ALL JAMS DETAILS)
EX ERIOR
K OPTIONAL YOM SOLID CONCRETE 2x WOOD BUCK
SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4)® ID
DETAIL C DETAIL D
TYPICAL FLANGED JAMB AN^unoer_e
.131° DLA. MIN.
x 2 IW NAIL,
AT CORNERS
AND 6' O.C.
1�
INAX
SHIM
DETAIL F, (HEAD)
II L.131° DIA. MIN.
L x 2 IM NAIL,
AT CORNERS
ANDS° O.C.
DETAIL E. (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
\,YNN M1( "I,
66706
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