WS-10-248Inspection Number: INSP - 149969 Permit Number: WS -2 -10 -248
Scheduled Inspection Date: August 27, 2010
Inspector: Bruhn, Norman
Owner: SITES, JACK
Job Address: 10401 NE 4 Avenue
Project: <NONE>
Contractor: ROLLADEN INC
Building Department Comments
WINDOWS REPLACEMENT
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 149460. CREATED AS
REINSPECTION FOR INSP- 149356. CONTRACTOR MUST BE ON SITE
JR
Work covered without inspection. Remove anchor covers and reschedule.
NB
August 26, 2010
Miami Shores, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1122310150100
Phone: (954)454 -4220
Page 8 of 14
TRACY CONSULTANTS INC.
4660 SW 128 AVE
FT. LAUDERDALE, FL. 33330 -2302
AUGUST 25, 2010
CITY OF MIAMI SHORES
BUILDING DEPARTMENT
MIAMI SHORES, FL.
ATT: CHIEF BUILDING INSPECTOR
RE: DOOR & WINDOW INSTALLATION AT
SITES RESIDENCE
10401 NE 4` AVE..
MIAMI SHORES, FL. 33138
PERMIT# 210248
CONTRACTOR: ROLLADEN, INC...
DEAR SIR;
UPON MY REVIEW OF PICTURES AND INSPECTION OF JOB, DOORS & WINDOWS WERE
INSTALLED IN ACCORDANCE WITH THE 2007 FBC AND APPROVED PLANS AND THE NEW TUBE
HEADER IS ALSO APPROVED ALONG WITH THE CONNECTIONS AS SHOWN ON THE APPROVED
PLANS AND APPLICABLE NOA'S AND IS SO CERTIFIED.
IF THERE ARE ANY QUESTIONS PLEASE ADVISE..
SINCERELY,
ROBERT N. TRACY, P.E., #11363
PRESIDENT
L10 -003 ROL
PH.(954) 434 -5035 , MOBILE - (954) -651 -2840, FAX -(954) 434 -1675
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Tenant/Lessee Name
Type of Work: DAddition
Describe Work:
Owner's Name (Fee Simple Titleholder) �J 1 TES Phone # 30 5 5°)— FeT0.2
Owner's Address 0 01 6VC
City
State ../ Zip 33 1.3A
A-/ f/ Phone #
Job Address (where the work is being done) / ®D®` N___ DW
City Miami Shores Villag
FOLIO / PARCEL # - ` — 7 Q O 0
Is Building Historically Designated YES NO
Contractor's Company Name �!" Gl06/V\ Iii C- Phone # 9,1V - tf J Y- q1 /ij
Contractor's Address 5 AAJTjN B I kl P
City Ref //4 -A/_/I JE State Zip 3.330 0
Qualifier Name EA/ / / Cf2 ,4AJ Phone # qr y 9,1y— 61/
State Certificate or Registration No. C GC 0 Q 22 6V Certificate of Competency No.
Architec Engineer's Name (if applicable) 4 / , ,, ,,,_ !, tQ . Phone # 3(),r- 0 / 6 — 2/ Q V
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. 10 `Q
Master Permit No.
Electrical Plumbing Mechanical Roofmg
County Miami -Dade Zip 3 313
ualue Of Work For this Permit $ N157,0 0 ,STuare .t ,
; itr3 f1o. ir;t,��c+
�
COO g l w !1 b, lo,ttiexno J
p@IERCE
FEP 1 8 7[110
Bi ......................
t *** * *, * *, *****, * ** * *, , , >ti** *, ***********F Fees, * * * ** ** * *** * * * * ** * *, * ** *** * * **** ********
Submittal Fee $ — T' 00 Permit Fee $
,Notary $ Training/Education Fee $ 500 Technology Fee $ 19,'0
canning $ in '� Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
s tructural Review. $ (a®, Total Fee Now Due $ /5.0'C0
See Reverse side --->
/pd CCF $ 1' CO /CC
Bonding Company's Name (if applicable) NCB
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) /UM
! .f J
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
_CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approvyd and a reinspection fee will be charged
Signature
wner or Agent
day of — kJ/JAI , 20 10 b .! tc 5.1T-E-1
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
My Commission xpires: (o`21,O1‘Zbt
APPLICATION APPROVED BY:
(Revised 02/08/06)
Signature
as identificati n >, -
s " rid . �USIAMORENO
NOTARY PUBLIC: M' (.1.,1Mt8S ON # DD 840114
� a' Banff t ES; November 10, 2013
CI s1;�4��,, v Notary Pubac Undenwlten
c. .2R0 741 2 -1 7�
tor
The foregoing ins ent was acknowledged before me this C iti The foregoing instrument was ackno ledged before me this /f
day of -,fey ,,.� 20/0 g-
by �, /1e7 C.�UZ4v
'
who i(ersonally known to ee or who has produced who is personally known to me or who has produced
m
'4
4 Y " �., MARILYN WELLMAN
Notary Public - State of Flo , a
•, c .,r dun 26,
Commission # DD 76300
MARo / 1 "1 p Re Pia
NotaryAssn
y°Commission Expires: //— 16 s c> 01`3
Plans Examiner
Engineer
Zoning
111111111111111111111111111111111111111111111
NOTICE OF
COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON TM JOB WIZ AT TIME OF FIRST INSPECTION
PERMIT NO. TAx FOLIO NO. //-J,131--al,5-6100
STATE OF FLORIDA
COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be made to
certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this Notice of
1. Legal description of property and street address:
tO..(4-.. 1 10
4
Name and address:
Amount of bond: $
Print
Sworn to
Notary Public
Print Notary's Name
My Commission Fawkes:
2. Description of improvement:
3. Owner (s) name and address:
11
_ /sUkt..
Interest in PrePertY: .4
Name and address of fee simple titleholder
4. Contractor's nanle and address:
A1(4
6. Lender's name and address: Ai /M
1
i
/1)
1 1 1 11 1 ' ' . Plibift - , State , , °I :, Ficnilia 201
•,..... ..
.:..4t/. 1 __I;4 4 .. .. , .
minir . 0. 763003
A-0 Ab P13 52-154-at
3
a_ ith elati y T0 6/4s - s .
IL I/
I A I ItiBM
LOR1DA, COUNTY OF DPP -
I HEREBY CERTIFY that this • fir: copy cf the
5. Surety: (Payment bond required by owner from contractor, if anY)origina glad in this Ili' e o a 'of
, a
, A.D. 2
fill naro' and u,
PUV1 CLER .1 Ci/a
By
.111 I
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13
(1) (a) 7., Florida Statutes:
Name and address:
addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1)
(b) 7., Florida Statutes:
Name and address:
9. Pagination date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified)
.5Namel c k< kl PrePared bY: Po RPiJ
County Courts
CF 2C)1 ()ROC) 462 5f1
OR Bk 27157 Ps 4303; (1ps)
RECORDED 01/22/2010 15:28:41
HARVEY RUVIHr CLERK OF COURT
MIAMI-DADE COUNTY FLORIDA
LAST PAGE
Vans tat
OPENING
0
SERIES
WINDOW SIZE
WIDTH X HEIGHT
FRAME
COLOR
COLOR GLASS
oIAy
•• •
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emyr
COLONW
•
•
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�PEnATWN •
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s .
..1.•
0a4/ 0 Di Se-4,273
49 oc"far '577/C
v
3
-
yiiv4.
er.�17
!.c) -
rv.PiGir:
TOTAL CONTRACT AMOUNT
Vy/4 -7
$ 5—.4 6e,
DEPOSIT 40% MINIMUM REQUIRED
40% DUE PRIOR TO COMMENCEMENT
OF INSTALLATION
,��/
$ c�7 O46 U
BALANCE TO BE PAID TO INSTALLER
$ Z 5 l l
to /eZeeks
Installation to begin In approximately -
from date of receipt of deposit. This is only an estimated time and you
'Jill be contacted to schedule the actual installation date.
verIECKS SHOULD BE MADE PAYABLE TO ROLLADEN, INC. d
ROLLADEN, INC.
WINDOW SALES AGREEMENT
Customer Name: VelfG' /< 5 7Z73 kg, Job Name: . •
Billing Address: /O A/. 44 1 7 � '71etr'&? " Job Address: • • • ••••
•
/ cr 2,m F' 33/38 ' • •• •
. •
•. •
• • ••
•
roltad•n
Telephone: 30S- 75/ - $Ei7igt
Other Phone: Property Owner • •
E -Mail Address: • _ _ .. •
We p ro pose to fumish and install the following:
Special Instructions:
�.0 5 /A/f/+vL1/E,:7 Zvi/ /1.J•ST. 1t.e.a 16
'446 At$OVV' I .F 7c ,a
J4itiCZ AIP#72 Gcst 7FA
TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where the Building Code
requires a final building inspection a maximum of ten percent (10%) of the contract amount may be retained pending completion
of same. Purchaser agrees to pay a late fee equal to 1'/z% per month on the unpaid portion of the purchase price from the date
the installation of the window(s) was completed b the installer to the date of payment and clearance of funds.
Products are to be installed on the premises situated in Ver County, State of Florida owned by Purchaser and described as:
Lot Block SubDivision Folio #
CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE
"BUYERS RIGHT TO CANCEL"
This is a frame solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing whiten notice to the seller In person. by telegram. or by mail.
This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day alter you sign this agreement If
you cancel this agreement within the three business days, the seller may not keep all or part of any mash down payment This shell constitute a contract only when signed by both
parties. Only fully paid contracts will activate warranty coverage. Payment in full at Installation completion is understood and accepted as the Payment Term unless of envise agreed
upon In writing by both parties.
I have received a copy of "Notice of Consumer Rights Under Construction Industry Recovery Fund° as required.
This agreement is subject to the terms and conditions set forth on the backside hereof and which are, by reference, made a part hereof.
Executed this I 8 day of OaEM5ER 20 D , a copy of whit was deiivere Co and buyer hereby acknowledges receipt.
(Sal )
WIN-02
(Accepted and Approved)
Is high work required: YES NO O Floor of building:
ORDER NUMBER v O l0-Mg
MAIN OFFFICE
•
(Purchaser Sign Here)
(Purchaser Sign Here)
• •
•
•
Mark
Width
Height
Mfg
Type
Zone
Required sign Pressure
Tested Design Pressure
NOA
Glass Thickness
Remarks
1A
215
81
PGT
SGD -730
4
+53.9 psf
-53.9 psf
+70.0 psf
-70.0 psf
09- 0728.06
7/16' LAMI (3/16°HS,.090,3/16'HS)
1B
108
41
PGT
PW -701
4
+53.9 psf
-53.9 psf
+70.0 psf
-70. psf
08- 1112.10
7/16' LAMI (3n6'A,.090,3116'HS)
1C
108
41
PGT
PW -701
4
+53.9 psf
-53.9 psf
+70.0 psf
-70.0 psf
08- 1112.10
7/16° LAMI (3116'A,.090,3/16'HS)
2
36
82
PGT
FD -101
4
+45.8 psf
-60.8 psf
+75.0 psf
-75.0 psf
07- 0629.10
3/8' LAMI (118 °A,.090,3 /16'HS)
Rolladen Window Schedule
Unit Dimensions, in
DESIGN CRITERIA
FBC 2007, ASCE 7 -05
146 mph, Exposure C v
Mean Roof Height = 20' -0" le
Zone 4
Costumer Name: Mr. Jack Sites
Address: 10491 NE 4th STREET, MIAMI SHORES, FI. 33138
. . . • • • • • ..
• • • •
• •
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• ••• • • • • • •• •
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• •
••• • • • • • • • • • •
• • • • • •
• • • • • • • • • •
• .. . . • • • . ..
• •• • • • ••• • •
ROLLADEN SHUTTERS
550 ANSIN BLVD. HALLANDALE, FL. 33009
ROLLADEN SHUTTERS
550 ANSIN BLVD. HALLANDALE, FL. 33009
BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH
ZONE 4 WIND VELOCITY = 146 MPH
BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH
ZONE 5 WIND VELOCITY = 146 MPH
WIND LOAD TABLES FOR SHUTTERS AND WINDOWS
AND DOORS -FBC 2007,HVHZ, ASCE 7 -05
WIND LOAD TABLES FOR SHUTTERS AND WINDOWS
AND DOORS -FBC 2007,HVHZ, ASCE 7 -05
L3S3 NI v ,
LHDI3H -
AREAS IN EXPOSURE "C" IMPORTANCE FACTOR =1
1333 NI in
IHJIII '"
AREAS IN EXPOSURE "C" IMPORTANCE FACTOR =1
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TRA CY CONSULTANTS, INC. CA #3958
ROBERT N TRACY, P.E., #11363, PRESIDENT
4660 SW 128 AVE. SOUTHWEST RANCHES, -
H , FL. 33330 2302
(954) 434 -5035, FAX(954) 434 -1675, MOBILE (954) 651 -2840
V
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TRACY CcigsUL1A.l'e�TS;dNC
ROBERT N TRACY P.E., #1130,
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SOUTWEST RANCHES
' • •
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TRACY CONSULTANTS INCORPORATED
STRUCTURAL ANALYSIS
JOB: JACK SITES, 10491 NE 4t AVE., MIAMI SHORES, FL.
ROOF H =20', EFFECTIVE WIND AREA =100 SQ. FT +
FROM TABLE P 46.3psf
SLIDING DOORS 80" HIGHxI15" WIDE - ROL10=003,
WINDOWS ABOVE DOORS, SEE DRAWING
DESIGN DATA: 2007 FLA. BUILDING CODE, HVHZ, ASCE 7 -05
V= 146MPH
A. WIND FORCE ON HEADER= 46 .3x(80/2 +32/2)/ =, 216 # /' ON NEW HEADER
B. M =216x 17.92 8673' #, Sreq' d =8673x 12/ 19000 =5.5" 3 OK
6x4x1/4" ALUM TUBE 6061 -T6 ALLOY -Sxx= 7.82 " Iyy =12.3
6x6x 1 /4 "ALUM. TUBE 6061 -T6 ALLOY. S=9.95" I= 29.9 "*
CHECK DEFLECTION: A= SWL */384EI,
'DEAD LOAD FROM UPPER GLASS = 10psfx2.5 =25 #/'
A F1tOM VERTICAL DEAD LOAD:
6x6x 1/4"
0 =5x25x 17 . 92 ' 3 / 1 0,000,00px29.9= 0.0024" OK
6x4x1/4"
0 =5x25x 1 7.92' 3 /10,000,000x 12.3 = 0.0058" OK
C. REACTIONS ON WALL: 21 6x17.92/2 =1935# EA. END,
�N -
1 i CC"
ROBERT N. TRACY, P.E., #11363
PRESIDENT
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KwIk -Flex Screw Allowable Pull-Out (Tension)
Kwik -Flex Screw Allowable Shears, 5
Screw Fastening Systems
Kwik -Flex Self - Drilling Screws 5.4
Screw
Type
Self -Drill
Self -Tap
Screw
Size
10 -16
12 -14
1/4 -14
1/4 -20
5/16 -24
5/16 -244
Drill
Point
3
3
3
4
4
Drill
cap.
On.)
0.150
0.187
0.187
0.312
0.312
Steel Gauge3 or Thickness (In.)
•
No. 18 No. 16 No. 14 No. 12 1/8 3/16 1/4 5/16 • • - 1/2
158 200 254 638 677
158
159
210
212
206
284
274
260
460
480
500
859
760
Pullout (lb)
620
740
765
1029
932
1159
1015
1045
1690
1729
1215
1936
1931
2182
2662
•• •
1/4
• 914
969
700
.1027
802
♦•R&
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1 473
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4
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1275 •_
3422.
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8421
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'AlwitlRumThickriess (16.)'
•
•
. 1/8
• 306
• 214•
2�0 '
231?
4 1,7•:
O8
1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063 -T5 aluminum alloy.
2 The maximum drill opacity is the maximum metal thickness the fastener can self -drill and self -tap.
3 The base -metal thickness of No. 12 gauge steel is 0.105 inch, of No. 14 gauge steel is 0.075 Inch, of No. 16 gauge steel is 0.060 and of No. 18
4 For self -tap fasteners, use 0.290 -inch predrilied holes through members.
5 Based on using a safety factor of 3.0.
• • • •
. •
• • ••••
• •
gauge steel is 0.048 Inch.
Screw
Type
Self -Drill
C
Self -Tap
Screw
Size
10 -16
12 -14
5/16 -g
5/16 -244
Drill
Point
Type
3
3
3
4
4
Drill
cap.
(In.)
0.150
0.187
0.187
0.312
0.312
Shear (lb)
Steel Gauge3 or Thickness (In.)
No.18 -18
GA
545
526
558
540
No. 18-14
GA
693
847
925
835
No.16 -16
GA
585
662
672
633
No.14 -14
GA
727
967
980
1/8 "
635
670
2194
2182
3/16 " - 1/4"
715
2113
2116
1/4 " -12
GA
660
1904
Aluminum
Thickness (In.)
1/8 " -1/8"
587
335
405
395
740
804
1/8" - 1/4"
475
570
1170
1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063 -T5 aluminum alloy.
2 The maximum drill capacity is the maximum metal thickness the fastener can self -drill and self -tap.
3 The base -metal thickness of No. 12 gauge steel is 0.105 inch, of No. 14 gauge steel is 0.075 inch, of No. 16 gauge steel is 0.060 and of No. 18 gauge steel is 0.048 Inch.
4 For self -tap fasteners, use 0.290 -inch predrilled holes through members.
5 Basel on using a safety factor of 3.0.
Hi% Inc. (US)1- 800 - 879 -B000 I www.us.hntl.com 1 en espanol 1-800- 879 -5000 I Hill (Canada) Corp.1- 800 -383 -4458 I www ca hritLcom I Product Technical Guide 2008 291
1' -7"
6' -8"
TRACY CONSULTANTS, INC. CA #3958
ROBERT N TRACY, P.E., #11363, PRESIDENT
4660 SW 128 AVE., SOUTHWEST RANCHES, FL. 33330 -2302
(954) 434 -5035, FAX(954) 434 -1675, MOBILE (954) 651 -2840
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6x6xi" TUBE
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•
•
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D
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1
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NEW 6x6xf" ALUM HEADER
WALL CONNECTION
1/2 " =1' -0"
17' -11"
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HEADER
REPLACEVENT
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2x6 NIULL•I❑N • • •
(see i)71 N ❑A b&-0125.06)
(3) 1/4 -20 HILTI KWIK-
FLEX SDS PER ANGLE
PAIR OF a" REDHEADS
TO WALL
4x4xi" ALUM.
ANGLES 6" LONG
JACK SITES
10401 NE 4th AVE, MIAMI SHORES, FL.
SHOWN
'1.15.10
ROLLADEN SHUTTERS
10' -1"
8 ,_ 9 "
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DIMVN DT.
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BRAWN MY
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10 -003
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MIAMI
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the u§s Q f constrjotion • •
materials. The documentation submitted has been reviewed by Miami Dade County pjp 1 ct Control • • •
Division and accepted by the Board of Rules and Appeals (BORA) to be used in MJwfiir.Uade Cbmit34 11nd
other areas where allowed by the Authority Having Jurisdiction (AHJ).
• .'
This NOA shall not be valid after the expiration date stated below. The Miarai -$aJe Colt' product •
Control Division (In Miami-Dade County) and/or the AHJ (in areas other th4n Mimi -Dude County)* •
reserve the right to have this product or material tested for quality assurance purposes' If this•PI'btbict o? •
material fails to perform in the accepted manner, the manufacturer will incur the expense of such'tttng and
the AHJ may immediately revoke, modify, or suspend the use of such product or material within their
jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Division that this product or material fails to meet the reg irements of the applicable
building code.
This product is approved as described herein, and has been designed to comply ith the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "730" Aluminum Sliding Glass Doors w/ wo Reinforcements - L.M.L
APPROVAL DOCUMENT: Drawing No. 4406 - 1, titled "Series Alum. Sliding Glass Door, Impact",
sheets 1 through 19 of 19, dated 04/18/05 with revision "I" dated 12/13/07, prepared by PGT Industries,
signed and sealed by Lucas A. Turner, P. E., bearing the Miami-Dade County Product Control Renewal
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LIMITATIONS: 1. All 90 Degree Doors Must Be Reinforced Regardless Of Design Pressure.
2. Refer To Table In Sheet 3 For Positive Design Pressure Limitation Verses Sill Height.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein.
REVISION 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 renews NOA No. 07 - 0511.06 and consists of this page 1 and evidence pages E -1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAMI-DADE COUNTY
APPROVED
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1 107
MIAMI, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 372 -6339
www.miamidade.gov/bitildirlasb_te
•
•
•
NOA No. 09- 0728.06
Expiration Date: November 11, 2014
Approval Date: September 30, 2009
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS ....
. •
1. Manufacturer's die drawings and sections. • • • •. •• • • •
• 2. Drawing No 4406 -1, titled "Series Alum. Sliding Glass Door, ipgit ", si ;>• •
through 19 of 19, dated 04/18/05 with revision "I" dated 12/1 V .prepared by PGT . .
Industries, signed and sealed by Lucas A. Turner, P. E. • e••• •
B. TESTS • • • • • •
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • •
2) Uniform Static Air Pressure Test, Loading Per fC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202-94 • • •
4) Large Missile Impact Test per FBC, TAS 20•• -94 . • • • • •
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • . •
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of aluminum sliding door,
prepared by Fenestration Testing Laboratory, Inc., Test Report No 159, dated
March 25, 2004, FTL -4161, dated March 26, 2004, F°TL -4162, date March 30,
2004, FTL- -4163, dated March 25, 2004, F°TL- 4171, dated Mar 29, 2004,
FTL -4454, dated Jan 31, 2005, FTL -4524, dated Jan 31, 2005, and 5084,
dated October 17, 2006, all signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 06- 0523.03)
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 10/01/07 and last revised on
03/11/08, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P. E.
Complies with ASTM E1300-02/ 04
(Submitted under previous NOA No. 07 -0511.06)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E -1
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09- 0312,03 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12.
2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10.
3. Notice of Acceptance No. 09-0127.13 issued to Solutia Inc, for "Solutia Interlayer
for laminated glass ", approved on 03/04/09 and expiring on 03/04/14.
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 09- 0728,06
Expiration Date: November 11, 2014
Approval Date: September 30, 2009
•
• •
• •
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
•••••
1. Statement letter of conformance to FBC 2007, dated July 21, 2Q09 ; signed grRvbert •
L. Clark, P. E. • • • • • • • • • 2. Statement letter of conformance and no financial interest, dated'bocoSer 01; 2087,
signed by Lucas A. Turner, P. E.
• • • • •
(Submitted under previous NOA No. 07- 0511.06) ' •••• • •
3. Laboratory compliance letter for Test Report No.'s FTL -4159, tinted VIarc13 2S, EQ04, •
FTL -4161, dated March 26, 2004, FTL -4162, dated March 3072004, FTL -4r63,
dated March 25, 2004, FTL -4171, dated March 29, 2004, FTL 4444 ;dated 1, • •
2005, FM-4524 dated Jan 31, 2005, and FTL -5084 dated October 17, 2006'asl'Si'gned. •
• and sealed by Edmundo Largaespada, P. E. •
(Submitted under previous NOA No. 06- 0523.03) • •••• •
G. OTHERS
1. Notice of Acceptance No. 07- 0511.06, issued to PGT Industries for their Series "t130
Aluminum Sliding Glass Doors w/ wo Reinforcements ", approved on 04/03/08 and
expiring on 11/11/09.
2. Test proposal No. 06 -0114, issued to PGT Industries for their Series "730 Al um
Sliding Glass Doors w/ wo Reinforcements ", approved on 04/14/06 by BCCO.
E -2
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 09-0728.06
Expiration Date: November 11, 2014
Approval Date: September 30, 2009
GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON - REINFORCED)
1. LAZING OPTION TYPES: (SEE DETAILS ON SHEET 2)
A. /16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP)
NTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161.
B. 7/16" LAMI CONSISTING OF (2) UTES (1 EXT., 1 INT.) OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163.
C. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF
DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171.
D. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 316" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. SHEET
GENERAL NOTES 1
E. 1 1/16° LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. GLAZING DETAILS 2
THE 7/16° LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. DESIGN PRESSURES 3
ELEVATIONS 4
F. 1 1/16 LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. CONFIGURATIONS 4-5
THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. VERT. SECTIONS 6-8
HORIZ. SECTIONS 9 -11
G. 9/16° LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 1/4° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. PARTS LIST 12
TEST REPORT FTL -4163. EXTRUSIONS 13-14
ANCHORAGE 15-19
2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE Z SHEET 3.
3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19.
5. SHUTTERS ARE NOT REQUIRED.
6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT.
7. REFERENCES: TEST REPORTS FTL- 4159, FTL -4161, FTL -4162, FTL -4163, FTL- 4171, FTL -4454, FTL -4524 AND FTL -5084.
ELCO TEXTRON NOA: 04-0721.01, 03-0225.05
ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION
ADM -2005 ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ED TMORI IICLIJCING tUE I1IdH • • .
VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • •
• • • •
•
10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE • "' • • • • •
10wai BA We Hvalsor
F.K a71m 0
Rand* Os* tTntr•s
FA: 10107 H
R01000 !ye R.ta•t
FA 101807 T
hwnex Das Cr•.•Earc
FJG Warn .LL
ADD REINF. /HONHE9IF MOM NOTE& A001107ERE: EGRESS
.400 'TYPES 70 NOTE 18UUP0A7ENM REFEREMM NO1E7.
ClARiFY EXTANT. OF GLASS R NOTE 1.
NO CHANCE 71d4 T
t>u•
4118/06
1070 TECHNOLOGY DRIVE
NOKOMIS FL 34276
P.Q BOX 1626
NOKOMIS, FL 34274
• •
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•
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• • • • • •
• • • • • • •
• • • •• • • • •
• • • •
aeeteas • •• • • • • • ••. • •
T GENERAL NOTES MAR? • • •
ALUM. SLIDING GI SS b6 4L1m40T: •
Visibly Better aadiM/ed• de.tc strc
soma I NTS I 1 d 19
Dr
44064
•
Division
NOA DRAWING MAP
PRODUCT REVISED
as at'InPlYalS pith the Florida
Buii.4iug Code
ActtpLmce plop _ / / N O�
EEPir•li•• Date ?
By 4
Division
PRODUCT RENEWED
as complying with the Florida
B&Edirg Code
Avicepteace No yr
By I L::t .ire
L1J
3 /t!/ T
Lucas A. Ttmter, P.E.
PE 058201
Alecharticall
EXTERIOR
EXTERIOR
7/16" LAMI GLASS (SGP), GLAZING TYPE A
7/16" LAMI GLASS (SGP), GLAZING TYPE B
n limalBF
FX
Om BD
FX
n"Mnt.
FX
Donets
F.K
EXTERIOR
7/16" LAMI GLASS (PVB), GLAZING TYPE C
Deft
a7
107607
Dela
19/1&0!
Doc
8118414
DooDbm
0
Rolokne
H
Cb"Nd
JL
7/16" NOM.
3/16" ANNEALED GLASS
4 .090 SGP INTERLAYER
-•— 3/16" HEAT STR'D. GLASS
.591 NOM.
GLASS BITE
7/16" NOM.
3/16" HEAT STR'D. GLASS
.090 SGP INTERLAYER
3/16" HEAT STR'D. GLASS
.591 NOM.
GLASS BITE
7/16" NOM.
3/16" ANNEALED GLASS
.090 PVB INTERLAYER (NOTE)
3/16" HEAT STR'D. GLASS
.591 NOM.
GLASS BITE
SEPARATED GLAZING DETAILS ANOADOE0 MISS TYPE DESIGNATION
NO CHANGE THIS SHEET
NO CHANGE 7H03 SHEET
Dice
410110
EXTERIOR
1 1/16" LAMI I.G. GLASS (PVB)
GLAZING TYPE E
NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM.
EXTERIOR
7/16" LAMI GLASS (PVB), GLAZING TYPE D
1070 TECHNOLOGY ERNE
NOKOMIS, FL 34275
P.O. aox 11Q0
NOKOMIS, FL 54274
1 1/16" NOM.
3/16" TEMPERED GLASS
AIR SPACE
3/16" ANNEALED GLASS
.090 PVB INTERLAYER ( NOTE)
3/16" HEAT STR'D. GLASS
.591 NOM.
GLASS BITE
7/16" NOM.
3/16" HEAT STR'D. GLASS
.090 PVB INTERLAYER (NOTE)
3/16" HEAT STR'D. GLASS
.591 NOM.
GLASS BITE
a.t nalogit
S00730
EXTERIOR
Aare ifto
FU 2 d 19
EXTERIOR
a
m m
1 1/16" NOM.
1 1/16" LAMI I.G. GLASS (PVB)
GLAZING TYPE F
9/16" NOM. 0
1/4" HEAT
STR'D. GLASS
.090 SGP
INTERLAYER
1/4" HEAT
STR'D. GLASS
• • -p • • • ••
• •- • ��baa • •
•
3st NWSI: • •
• GEAS9BITE••
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• • •
• • •
• • • •
• •
9/16" LAMI GLASS (SGP), GLAZING TYPE G
LIODIO
• • • •
GLAZING DETAIL$ . . . • . :
tac • •• .. • It • •• ••
ALUM. SLIDING WASS D0O12, NAM'
amm r•e
4406-1 I I
.591 NOM.
GLASS BITE
3/16" TEMPERED GLASS
AIR SPACE
3/16" HEAT STR'D. GLASS
.090 PVB INTERLAYER (NOTE)
3/16" HEAT STR'D. GLASS
PRODucT
REVISED
8" IYhi8 with g � Florida A rnion 710C22.711.0 �
P cation Date
BY
Miami DD
PRODUCT RENEWED
as asinalyinz with the Florida
Building Code
Acceptance No
am^
34'r4r
Lucas A. Turner. P.E.
PE 858201
Mechanical
SEE NOTE 1
SILL
BHT
POS.
DESIGN
R
3.500"
+80 PSF
2.713"
+40 PSF
2.437"
+40 PSF
90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 31/2" HIGH (REINFORCEMENT REQUIRED)
A TL -4159, FTL -4161: 7/16 LAMI (3116A EXT. +.090 SGP +3 /16HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10
B. FTL -4163, FTL -4161: 7/16 LAMI (3/16HS EXT. +.090 SGP +3 /16HS INT.) G. FTL -4163: 9/16 LAMI (1 /4HS EXT. +.090 SGP +1 /4HS INT.)
TABLE 1.
NOM.
PANEL
WIDTH C9 I-
24" (2°)
30" (2
36" (3 ° )
A +70.0
42" (38)G +70.0
48" (4 ° )
54" (4
60 (5 ° )
NOM.
PANEL
WIDTH
24" (2
30" (2
48" (4 ° )
Rem Or
FJC
Rood* Rood* Fx
FIG
ra••8r
FJC
A B
+70.0
� w
V) 0
DOOR HEIGHT
A,B,G +70.0
A,B,G +70.0
A
+70.0
B,G +70.0
A
B,G
A
� w
g a
O �
C,D,
E,F
C,D,
E,F
C,E
D,F
bac
8HLO7
Oalls
1(/1807
Oak
111307
Dals
6118/04
+70.0
+70.0
+66.2
+80.0
+80.0
+76.8
+80.0
awasber
O
H
1
O•d•aBr
.6t
80" (6
-70.0
-70.0
-70.0
-70.0 +70.0 -70.0 8 +70.0
-70.0
-70.0
-70.0
-70.0
-70.0
-66.2
80" (6
-80.0
-80.0
-76.8
-80.0
90
84" (7 l " (7
+70.0 -70.0
0
+70.0 -70.0
+70.0
+70.0
+68.5
+70.0
+62.8
+80.0
+80.
+73.2
+80.0
-70.0
-70.0
-68.5
-70.0
-62.8
84" (7
-80.0
-80.0
-73.2
-80.0
+70.0
+70.0
+70.0
+70.0
+68.0
+70.0
+62.9
+70.0
+58.8
B,G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0
90° CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 31/2" HIGH TABLE 2.
(REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS)
C. FTL -4171: 7/16 LAMI (3/16A EXT. +,090 PVB +3 /16HS INT.)
D. FTL -4171: 7/16 LAMI (3/16HS EXF. +.090 PVB +3 /16HS INT.)
E. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16A EXT. +.090 PVB +3 /16HS INT.)
F. FTL -4162: 1 1/16 LAMI I.G., 3/16T CAP +7/16 AIR SPACE+ 7/16 LAMI (3/16HS EXT. +.190 PVB +3 /16HS INT.)
DOOR HEIGHT
9" (
+80.0
+80.0
+68.0
+80.0
-70.0
-70.0
-70.0
-70.0
-70.0
-68.0
-70.0
-70.0
+70.0
-62.9 +57.5
-58.8 +53.9
-80.0
-80.0
-68.0
-80.0
.11
CLAR9YTABLE 1000R SIZES MMEANT. OF ALL MASS MOMS
ADO NOTE 18BL HT. TABLAA EXPAND 2 NOM AND ADD NOTE 3.
REVL3ELP TABLE FORMAT 81B7DESIGN PRECHAN9E.4J
DE& I 41b0B
96" (6
+70.0
-70.0
+70.0 -70.0
+70.0
+69.5
+70.0
+62.5
+70.0
+80.0
+80.0
+62.5
+80.0
-70.0
-69.5
-70.0
-62.5
-70.0
-57.5
-70.0
-53.9
+70.0 -70.0
96" (8 ° )
-80.0
-80.0
36" (3) E,F C,D, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0
42" (3 I C' E 1 +80.0 -80.0 I +78.7 -78.7 I +74.7 -74.7 I +69.5 I -69.5
F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0
-62.5
-80.0
1070 TECHNOLOGY OWE
NOKOA1104 FL 34278
P.O. BqX 1829
NO183A9S. FL 34274
(88)
+60.0
+60.0
+60.0
+60.0
+60.0
+58.0
+60.0
-60.0
-60.0
-60.0
-60.0
-60.0
-58.0
-60.0
108' (9 ° )
+60.0
+60.0
+60.0
+60.0
+60.
+54.4
+60.0
PST
-60.0
-60.0
-60.0
-60.0
-60.0
-54.4
-60.0
114" (9
+60.0
+60.0
+60.0
+59.8
+60.0
+51.7
+60.0
NOT AVAILABLE
OH
HEIGHT
-60.0
-60.0
-60.0
-59.8
-60.0
-51.7
-60.0
• •••
NOTES: 1. FOR DOORS WITH 2.436" OR 2.713" SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES •
CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8. POSITIVE • •
DESIGN PRESSURES SHOWN IN TABLES 1 AND 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG • •
COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES
COMBINE TABLE3N? TAKE TAPPLCABBJIY aopras
NOTE MALL TABLE& REVISE NO= AN®ADDOVERHANODETAL
•Misabiet
lam* rare
St3D730 FU 3 " 19
120" (10 ° )
+60.
+60.0
+60.0
+57.9
+60.0
+49.9
+60.0
r e. OH LENGTH
OVERHANG
OH LENGTH
OH HEIGHT
SEE NOTE 1
•
• •
• •
• •
• •
•
-60.0
-60.0
-60.0
-57.9
-60.0
-49.9
-60.0
90 CORNERS REQUIRE
REINFORCEMENT IN CORNER
BASE STILES REGARDLESS
OF THE DP TABLE USED.
• ••• u4L : • •• •
• ORcM€ TER • • ••
•••
•
•
•
:•
• • ••
•. •
•
•
• •
• •
•
1 . P2 B
•
• •
• •
• •
• •
•
DESIGN PRESSIiRES •
• • • • •
••• • • • •
•
•• • • •••
AL UM. SLIDINGGLASS ;;CO
• • • •• •
4406-1 l I
PRODUCT RE"1S T)
as complying with the Fkxid0
Building Code
Acceptance No .
Expqauon Date 4ivi// 2407
By Miami pa Prod Control
Division
'RO )U:, -,•' t ■'.T)
7s a »nni :r.: ":. the Fk, ida
Bondi,., Cud.
Ac :plane No O i-
•1 46
i» 1
Dada Product
piviaion
2014-
Luria A. Tumor, P.E.
PE 858201
Mechanical
� p NOTE 5 NOT
IG H{ 1H i 1
40RIZ DLO
. 4nr t C R CPC tUATP
CONFIGURATION
0
XporpX
00
OX or XD BY -PASS
t>�P
)0( BY -PASS
P or )00
XOX BY -PASS
000
OXtD BY -PASS
pXKO or 000
0)0( or XXO BY -PASS
OOX or X00 BY -PASS
0XX or )00 BY -PASS
XX( BY -PASS
p)00(or )00(p
0)0X or )00 BY -PASS
0000
0)O BY -PASS
OXXV or pXX>O
p)000(or )000(p BY -PASS
)000( BY -PASS
PAP
000Xor ) 00 BY -PASS
00)0( or MO BY -PASS
OXX(or )000 BY -PASS
)000( BY -PASS
p)000(or )000(p
)0000( BY -PASS
pip
)00000( BY -PASS
Pip
)0000000(
FJC
anew
FJC
at.dsl.
FJC _
awe Fia 6{1BIC4
4.e
WIMP
Pair
DO:
1211307
Priam
C
a+Yoee
1
CI•ddba ore
J4 MONO
PANELS
1
1
2
2
2
2
2
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
6
6
8
8
TRACKS
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
2
2
2
2
2
4
4
4
4
4
3
3
3
4
4
AVAILABLE
IN 90
CORNER
NA
NA
NA
NA
NA
NA
NA
NA
POCKET
MAX. HORIZ DLO
TYP., SEE NOTE 8
AODODQEOREE NM MIME CORNER ELEVATION
COMMIE NOR8000 YON INDIO&
ADD AMC Ott FOIMMULA froNOTESOANO
NOC1MW INIS81ET
MAX. HORIZ. DLO
TYP., SEE NOTE 6
E
I D
pX OR Xp
XO OR OX
ra D 7ECNNOCOOF DRIVE
NGIi MIS FLS45
P.O. BQX 1620
Noma FL SYa74
r
1E I
39 1/4"
TYP.
1
DLO HEIGHT = DOOR HEIGHT - 71/4"
DLO WIDTH = NOM. PANEL WIDTH - 4 9/16"
TABLE 3. (LOWER CASE p REPRESENTS POCKET)
NOTES:
1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11.
2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90°
CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER
DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4).
3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19.
4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48 ") NOM. WIDTH PANELS 15 10 FT. (120"). MAX HEIGHT
FOR DOORS WITH UP TO 5 FT. (607 NOM. WIDTH PANELS IS 8 FT. (86 "). SEE TABLE 3 ABOVE..
5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 ") DOORS IS 112 3/4" MAX AND FOR 8 FT. HIGH (96 ")
DOORS IS 88 3/4" MAX. (MAX DLO HEIGHT = DOOR HEIGHT - 71/4")
6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 55 7/16' MAX AND FOR 4 FT. (48")
WIDE PANELS IS 43 7/16' MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 4 9/167
7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL
INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW.
XXp OR pXX
FIXED PANEL CLIP (ITEM 18) LOCATIONS,
TYP. ON ALL FIXED PANEL SIDE RAILS
12"
Bch
Bf
Df
lB
ID
POCKET
MAX. HORIZ DLO
TYP., SEE NOTE 6
POCKET
MAX. HORIZ. DLO
TYP., SEE NOTE 6
Gf.
MAX.
TYP.,
pXXXO OR OXXXp
• /r
• 9'
• •
• •
OXO
• • ••
• • •
• • •
••• •
• • • •
• vii •• •• •
• • • •
• • • • •
• • • • • •
• • •• • • • •
• • • •
EXAMPLE OX-X0 90° OUTSIDE CORNER
Pouts • • • • • • • •
EXAMPLE ELEVATIONS & COalt tPAT/OO DI1ENSVHS
ALUM. SLIDING GLAS'S DdOI IMPA'Ct' •
sibausam mono I NTS 4 d 19 I a�•a 4406 -1 ` I
D SEE NOTE 6
PRODt ICI' REVISED
as complying with the FIonda
AWccepttaancehlot: DVt,Ora
Expir Datc g41
Miami Dade rodu
Division
PRODUCT RENEWED
as complyiuz with the Florida
Building Code
Acceptamtx A�
Division
Lucas A. renter, P.E.
1 •
HT.
4
F. K.
PE 4613201
Mechanical
1
F -
I
-IF I
II I A{IA I
DLO, M
MAX. I
CONFIGURATION
0
XporpX
00
OX or XD BY -PASS
t>�P
)0( BY -PASS
P or )00
XOX BY -PASS
000
OXtD BY -PASS
pXKO or 000
0)0( or XXO BY -PASS
OOX or X00 BY -PASS
0XX or )00 BY -PASS
XX( BY -PASS
p)00(or )00(p
0)0X or )00 BY -PASS
0000
0)O BY -PASS
OXXV or pXX>O
p)000(or )000(p BY -PASS
)000( BY -PASS
PAP
000Xor ) 00 BY -PASS
00)0( or MO BY -PASS
OXX(or )000 BY -PASS
)000( BY -PASS
p)000(or )000(p
)0000( BY -PASS
pip
)00000( BY -PASS
Pip
)0000000(
FJC
anew
FJC
at.dsl.
FJC _
awe Fia 6{1BIC4
4.e
WIMP
Pair
DO:
1211307
Priam
C
a+Yoee
1
CI•ddba ore
J4 MONO
PANELS
1
1
2
2
2
2
2
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
6
6
8
8
TRACKS
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
2
2
2
2
2
4
4
4
4
4
3
3
3
4
4
AVAILABLE
IN 90
CORNER
NA
NA
NA
NA
NA
NA
NA
NA
POCKET
MAX. HORIZ DLO
TYP., SEE NOTE 8
AODODQEOREE NM MIME CORNER ELEVATION
COMMIE NOR8000 YON INDIO&
ADD AMC Ott FOIMMULA froNOTESOANO
NOC1MW INIS81ET
MAX. HORIZ. DLO
TYP., SEE NOTE 6
E
I D
pX OR Xp
XO OR OX
ra D 7ECNNOCOOF DRIVE
NGIi MIS FLS45
P.O. BQX 1620
Noma FL SYa74
r
1E I
39 1/4"
TYP.
1
DLO HEIGHT = DOOR HEIGHT - 71/4"
DLO WIDTH = NOM. PANEL WIDTH - 4 9/16"
TABLE 3. (LOWER CASE p REPRESENTS POCKET)
NOTES:
1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9-11.
2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90°
CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER
DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4).
3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19.
4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48 ") NOM. WIDTH PANELS 15 10 FT. (120"). MAX HEIGHT
FOR DOORS WITH UP TO 5 FT. (607 NOM. WIDTH PANELS IS 8 FT. (86 "). SEE TABLE 3 ABOVE..
5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 ") DOORS IS 112 3/4" MAX AND FOR 8 FT. HIGH (96 ")
DOORS IS 88 3/4" MAX. (MAX DLO HEIGHT = DOOR HEIGHT - 71/4")
6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60") WIDE PANELS IS 55 7/16' MAX AND FOR 4 FT. (48")
WIDE PANELS IS 43 7/16' MAX (MAX DLO WIDTH = NOM. PANEL WIDTH - 4 9/167
7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL
INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW.
XXp OR pXX
FIXED PANEL CLIP (ITEM 18) LOCATIONS,
TYP. ON ALL FIXED PANEL SIDE RAILS
12"
Bch
Bf
Df
lB
ID
POCKET
MAX. HORIZ DLO
TYP., SEE NOTE 6
POCKET
MAX. HORIZ. DLO
TYP., SEE NOTE 6
Gf.
MAX.
TYP.,
pXXXO OR OXXXp
• /r
• 9'
• •
• •
OXO
• • ••
• • •
• • •
••• •
• • • •
• vii •• •• •
• • • •
• • • • •
• • • • • •
• • •• • • • •
• • • •
EXAMPLE OX-X0 90° OUTSIDE CORNER
Pouts • • • • • • • •
EXAMPLE ELEVATIONS & COalt tPAT/OO DI1ENSVHS
ALUM. SLIDING GLAS'S DdOI IMPA'Ct' •
sibausam mono I NTS 4 d 19 I a�•a 4406 -1 ` I
D SEE NOTE 6
PRODt ICI' REVISED
as complying with the FIonda
AWccepttaancehlot: DVt,Ora
Expir Datc g41
Miami Dade rodu
Division
PRODUCT RENEWED
as complyiuz with the Florida
Building Code
Acceptamtx A�
Division
Lucas A. renter, P.E.
1 •
HT.
4
F. K.
PE 4613201
Mechanical
D
G
GR
Y
YR
SD
DS
W
WM
WR
R
S
K
L
FC
CF
OPERABLE
LOCKSTILE
OPERABLE
LOCKSTILE
FD(ED
LOCKSTILE
DOUBLE
INTERLOCK
LH.
INTERLOCK
DOUBLE
INTERLOCK
DOUBLE
INTERLOCK
ASTRAGAL BASE
W/MALE ADD-ON
FD(ED
LOCKSTILE
DOUBLE r te,
INTERLOCK
FD(ED
LOCKSTILE
FD(ED
LOCKSTILE
LH.
INTERLOCK
LH.
INTERLOCK
Ld
CORNER BASE STILE
W/OUTSIDE CORNER
RECEIVER STILE
DOUBLE
INTERLOCK
LIJ
u-4
DOUBLE
INTERLOCK
rYJ
RIGHT HAND
INTERLOCK
OPERABLE
LOCKSTILE
FIXED
LOCKSTILE
DOUBLE
INTERLOCK
RH.
INTERLOCK
DOUBLE ASTRAGAL BASE
INTERLOCK W/FEMALE ADD-ON
ASTRAGAL BASE
W/MALE ADD-ON
DOUBLE
INTERLOCK
DOUBLE
INTERLOCK
ASTRAGAL BASE
W/FEMALE ADD-ON
OPERABLE
LOCKSTILE
ASTRAGAL BASE
W/FEMALE ADD-ON
CORNER BASE STILE
W /OUTSIDE CORNER
RECEIVER STILE
FIXED
LOCKSTILE
grad fts:
F.K
A•.dBF
F.K
Read Bs
F.K
FJC
Dew
8/1f•07
Debt
147/1807
Mac
17/19107
DIE
W1
H..boi
0
Rafalcat
H
Mied•dBp
1t
NO OWNS 7T/l3BHEET
NO SHAME THIS SHEET
NO PINKIE MSSHEET
Mot
4/15106
LM
LM
RP
PR
I
J
U
T
DC
CD
DA
AD
DQ
QD
AC
CA
1070TEp8V0LOGYOAIVE
NOKOMIS, R 91275
P.O. BOX 1529
NOKOMJB R 34274
LH ASTRAGAL BASE
INTERLOCK W/MALE ADD-ON
ASTRAGAL BASE
W/MALE ADD-ON
R.H.
INTERLOCK
FIXED
LOCKSTILE
R.H.
INTERLOCK
LH.
INTERLOCK
FIXED
LOCKSTILE
DOUBLE
INTERLOCK
DOUBLE
INTERLOCK
OPERABLE
LOCKSTILE
ASTRAGAL BASE
ASTRAGAL BASE
W/FEMALE ADD-ON
OPERABLE
LOCKSTILE
ASTRAGAL BASE
W/FEMALE ADD-ON
FIXED
LOCKSTILE
DOUBLE
INTERLOCK
CORNER BASE STILE
W /OUTSIDE CORNER
RECEIVER STILE
CORNER BASE STILE
W /OUTSIDE CORNER
RECEIVER STILE
DOUBLE
INTERLOCK
DOUBLE
INTERLOCK
CORNER BASE STILE
WIINSIDE CORNER
RECEIVER STILE
CORNER BASE STILE
WANSIDE CORNER
RECEIVER STILE
DOUBLE
INTERLOCK
DOUBLE t 1n
INTERLOCK —
CORNER BASE STILE
W/CORNER
• • • LSCWSTIL€•
• • • • • • •
CORNER BASE STILE
W /CORNER
LOCK STILE
• •
•
• Mock
FIXED
LOCKSTILE
• • • iA1ANSID€ Cf3RIU•
• • • RECEIVER STI� • •
CORNER BASE STILE
WANSIDE CORNER
RECEIVER STILE
•
•• • - •
• • •
to
• •
FIXED
LOCKSTILE
Eldr
• • • •••
• • • • • •
• •
• •
PANEL TYPES ; •
.... • • •
.. .... • ••••
ALUM. SLIDING . ASS DDOR, IMPACT •
adsalkdd
liksla lamas Oft
NTS 5 • 19 4406-1
Are
1
INTERIOR
(ALL CONFIGURATIONS)
EXTERIOR
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance Ora•OC
Expiration Datc A_n
M f ii Product
Division
'KCii) +! TRf:B:['.WED
n ...- w . the Florida
Arepic No
Expir
By
Wand
Division
Vikr
Lucas A. Turner. P.E.
PE N58201
Mechanical
TYP. VERTICAL SECTION SHOWING ONE
ACTIVE PANEL AND ONE FIXED PANEL
OPTIONAL, AVAILABLE
ALL ORIGINAL 2 -TRACK
CONFIGURATIONS
C ] EXTERIOR INTERIOR [>
(ALL SECTIONS)
TYP. VERTICAL SEC1ION'SHOWINC3 •
TWO ACTIVE PANELS
• ••• • •••
• • • • • •
• • • • • •
• • • • • • •
•••• •• ••—
•••
•
••
• • •
NOTE:
REFER TO NOTE 1 AND SILL HEIGHT
POSITIVE DP TABLES ON SHEET 3 FOR
POSITIVE DESIGN PRESSURE
CONSIDERATIONS FOR VARIOUS SILL
HEIGHTS.
•
• •
• •
• •
••
•
ASTRAGAL
SIDE RAIL
PRODUCT REVISED
as complying with the Ronda
Building Code., 2 , 2 2 2. 111..
Expiration Date X4
Miami Product Contra
Division
PRODUCT ?ii iNFWEt)
ar e. 3 with ex Florida
li u:itlic t
A.cceptla ra inn
M iami Dade Rodger Centrist
Division
ti
ADD NOTE RE NOSRL EXTENDER PO& PRESSURE
ADD SAL HT TABLE AND POSITIVE DP REFERENCE TO NOME
Datc
W11.V7
Dim
10/16477
17113At7
Dols
t
O
N
litykkese
I
tamlalL0t
.LL
NOCRANOETN18
Daft
a1twS
1070 7E LVOLOGYDRIVE
IVOKOWS, FL 34275
P.O. BOX 1610
NOKOMIS FL 31174
Pidlr
VERTICAL SECnt�N$, Q►i�G L gTRtI i :
• •••••• • ••••
ALUM. SLIDING GGL4SS DOOR, IMPACT •
a •0011skt
SQD730
Sols 1/2 I 6 d 19 I �� 4406-1
tsa
I
Lucas A. Turner, P.E.
PE 058201
Mechanical
TYP. VERTICAL SECTION SHOWING ONE
ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN
a EXTERIOR INTERIOR E>
ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL SEE NOTE ABOVE
• • • • • • • • •
• • • • • • • • •
(ALL SECTIONS) TYP. VERTICAL SECTI0N SH0WING • • • • • •
• •
TWO ACTIVE PANELS W/ SCREEN
•
ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL
NOTE:
ITEM 61 OR 62, SILL RISERS ARE
AVAILABLE ALL CONFIGURATIONS.
REFER TO NOTE 1 AND SILL HEIGHT
POSITIVE DP TABLES ON SHEET 3 FOR
POSITIVE DESIGN PRESSURE
CONSIDERATIONS FOR VARIOUS SILL
HEIGHTS.
ASTRAGAL
SIDE RAIL
Pt:O�i RL•vtS::D
as ciarnlyi:> vn the t-lat 6
p i ra p� o n Datc
M m ' produ�i Ca�arol
Mtemi
Divisio°
PRODUCT RENEWED
as complying with the Florida
Building Code
Acceptance No
EmpituSicm Data
Division
3 //l /c'(
.
Zo
HAW 50
AK
FJC
pax
W VO7
1011807
Rawl By:
FJC
Aar
F.K
Itvidoor
0
lisykizer
H
8•r
12113307
SiH6(D4
Hritelnac
1
Clwabda7.
.tt
EXPA1W 31401E AN11131LL 8115VDEtNOTATS
A0D SUM: TABLE AAillPOSH1VEOP REREREIKE 70 NOM
NO CHANGE 7120 SHEET
Ord I 411505
1070 TECMVOLOGY DRIVE
NOKDIYI . FL 34278
r.Q. scx
14010&63 FL 34274
PIG"'
VERTICAL SECTQONS, a ZR4eK : ; .
Tas • •• •• • • • •• ••
ALUM. SLIDING'GG4SS DOOR, IMPACT •
a.rriore
SeD730
•wir ama
1/2 I 7 of 19
Dasti°Iis
4406-1 I r
Lucas A. Tumor. P.E.
PE &88201
Mechanical
0
EXTERIOR
1
ASTRAGAL
SIDE RAIL
2.713 SEE NOTE
ABOVE
II R 1c
s—
OPTIONAL ON 3 OR 4 TRACK FRAME
--C17, S20 or S4
0
0 lir L.
••
•
•
•
•
•
•
•
3.500°
••
EXTERIOR
• `• •
OPTIONAL ON 3 OR 4 TRACK FRAME • • • •0 A9AVE •
a EXTERIOR INTERIOR • • • • • • • • •
• • • • • • • • •
(ALL SECTIONS) • • • • • • • • • • •
TYP. VERTICAL SECTION SHOWING TYP. VERTICAL SECTION ••• .•.
THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS W/ SCREEN TRACK
S16, S19 or S �, SEE NOTE
NOTE:
ITEM 61 OR 62, SILL RISERS ARE
AVAILABLE ALL CONFIGURATIONS.
REFER TO NOTE 1 AND SILL HEIGHT
POSITIVE DP TABLES ON SHEET 3
FOR POSITIVE DESIGN PRESSURE
CONSIDERATIONS FOR VARIOUS SILL
HEIGHTS.
ASTRAGAL
SIDE RAIL
PRODUCT the Florida
as complying with
Building C°d: 07,0 51 C
AcoFidw' Date , /i 5 !
By LSG�
Miami Dade
Division
ti
PRODUCT RENEEW D
as complying with the Florida
Building Code
Na Acceptimcc
Expiration Data
BY
Miami
Division
p roduct Contrd
RealLIF
FJC
Rawl*
FJC
Rand)*
FJC
awaaele
FJC
Dow
6/1&04
RoAare
O
Hoftlant
H
Rwikese
1
Cfmizaes
J.t
EXPANDNOTEANDEALEXTENDIMHONTIONIL
AOOSIU.HI.TABLEANOPOSRNEI7P 7ON01E
NOCHANGEMISSIEEr
Max i
f 070 f0707E0KNOLOOY DRIVE
NOKCMISS FL 30278
P.O BOX 1678
NOM FL 34274
POE
• -. - • ••_ •
VERTICAL SECT4 N4, 44 AC:C -
T� • • •• • • • •• ••
ALUM. SLIDING &,4M DO0R IMPACT •
SfrOlitcdet
SOD730
1/2 18 d 19 I 1 � 4408-1 f I
Lucas A. Tamar, P.E.
PE #58201
Mechanical
INTERLOCK REINFORCEMENTS REQD W/
USE OF TABLE 1, SHEET 3
3, 58, 59,
60 or 69
4
� c1111 uli'''.
I EXISTING STRUCTURE
• ..
SECT. A-A
FIXED STILE AT JAMB (OUTSIDE)
3, 58, 59,
60 or 68
Roof 0 pre
FX 0111107
Road Bp OW
FX 11W607
Nand 9$ 'box
FX 17/1307
pnsisa
FX
Osts
6/1&04
LOCATED AT VERTICAL
CENTER, 12• FROM TOP AND
BOTTOM OF FIXED PANELS
(3) REQ'D
8, 66, 67,
68 or 71
ITEM 88 SHOWN
S18,S2
or S24
ITEM S24 SHOWN
HeiNarse
O NO CHANGE DO SHEET
i••rMe
H CARL Y0PTARE REFERENCE FOR SECTIONS BO NV GC
1 NO CHANGE THIS SHEET
Goad• -Br pre
LL 4606
r
SECT. B -B
DOUBLE & SINGLE INTERLOCK
SECT. C-C
MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN)
1070 TECHNOLOGY DRIVE
HOKONNL FL 8[278
P.O. BOX 1028
Its FL 3Q74
ITEM 88 SHOWN
8, 66, 67,
68 or 71
ITEM 824 SHOWN
S18,S21
or S24
c;_T_
Visibb Baser
arrdrW
0213730
SECT. D -D
MOVABLE INTERLOCK AT P -HOOK
• •
• • . .
•• •
•
•
HORIZOiTAL ¢ dctidiOS
••
•
X
ASTRAGAL REINFOROCE�MENTI • • • • • • • • • •
REQ'D W/ USE OF TABLE.
• , •• S ECS'. E E• • • • • •
SHEET 3 • • • . $ • • • • • • •
MOVABLE STILE AT JAMB (INS
ALW SCIDINf GLASS Dd ®Ft, IMPACT
1/2 I 9 d 19 I 4406 -1
ti
INTERIOR
(ALL SECTIONS)
EXTERIOR
PRODUCT REVISED
as complying with the Flaide
Building Code
Accepts= Noa7 I nner
Expirntion Date2O0
B 5( J • -��
Miami Dad Product Control
Division
PRC•nu!'T f NISWE!1
as color!, :rg w :it the Florida
C_tidrt:':
Ax: ��tt:':ce Na F
Ezpi ,at:oaDac . 1
By
Minna Dade Z OI¢
Division
Lucas A. Tumor, P.E.
PE 058201
Mechanical
3, 58, 59 ��
60 or 69
0
8, 66, 67,
68 or 71
LOCATED AT VERTICAL
CENTER, 12" FROM TOP AND
BOTTOM OF FIXED PANELS
(3) REQ'D
ITEM 6S SHOWN
ITEM S24 SHOWN
S1 8,S21
or S24
ASTRAGAL REINFORCEMENTS
REQ'D W/ USE OF TABLE 1,
SHEET 3
1
awl
rjo „,
' ►�I.flufl�I�:�
VIII �
V
SECT. F -F
MOVABLE TO FIXED ASTRAGAL (INSIDE)
60 or 69
25
SECT. G-G
FIXED STILE AT JAMB (INSIDE)
INTERLOCK REINFORCEMENTS
REQ'D W/ USE OF TABLE 1,
SHEET 3
23
37
SECT. H -H
DOUBLE & SINGLE INTERLOCK (OX)
3, 58, 5,
60 or 69
•
leuu fl
1111
l A ll_ 0 0
0 0 I Ilfr_ 1
II
0 0 1 A' —
INTERLOCK REINFORCEMENTS REQ'D W/,
USE OF TABLE 1, SHEET 3
FIXED - FIXED CONFIGURATION
DOUBLE & SINGLE INTERLOCK
(NOT SHOWN IN SHEET 4 ELEVATIONS)
3, 58, 59,
60 or 699
8, 66, 67,
68 or 71
ITEM 68 SHOWN
• ••• • • ; S CT.•ht „•.
• MO431.1•STILEAT jOUTSIDE)
- • •
Division
■
INTERIOR
(ALL SECTIONS)
EXTERIOR
PRODUCT REVISED Florida
as complying
Building
Expiration GL 6
> 2.0
Miami
.�..
Mimi
Division
Acxp ':' ;:a
Eapindioa
34/c9
Nee Nie
FA
Owed Be
FJC
Rend Be
FA
FJC
Dale
Rtektlate
Q
Otte
10//8/17
Ode
131910'
Oar
BH8/04
Rodsisee
H
I
Obeid Be
.12
NO GIOINOE 7F09 SHEET
CLARIFY DP TABLE REFERENCE FOR EMMONS FF, HuHB FINED lmEfd.00K
NO CHANGE THIS MEET
Bee
NUM
1070 TECHNOLOGY DRIVE
NOKOW& a 94275
P.O. sax 1828
mama FL 34274
HORIZ011iTAL ¢ECtIdA1S CONTINUED
ALUA& SIJD/1Vg ealSADCIOR,i1NPACT _
StrisNallst
SOWS) 10 d 19 � � 4406-1 I I
acre
1/2
Lucas A. Tumor, P.E.
PE 038201
Mechanical
ITEM
1
DESCRIPTION
ORIGINAL FRAME, HEAD
SILL/HEAD WEATHER STRIPPING PAD
ORIGINAL FRAME, SILL
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
28
27
28
29
30
31
32
33
34
35
36
37
40
F.K
and*
PIC
Maid IM
Fx
FJc
DWG# PGT #
4302 812245
78X38PPT
4386 7P4386
4303 64303
4381 64361
4314 612254
4315 64315
4385 71164
4304 612247
1155 -1 781 PQA
4306 612249
4383 64383
4399 64399
4398 64398
4380 64380
4381 64381
4305A 64305
4403A 64403A
4362 64382
1235 67S16G
4393 673936
720X112X
71420X114SHCSF
71032X1FPFX
70834X
71032INSERT
4357 64357M
4388
4387 44387
4389 44389N
4392 7)00(1MD(BSW)
4392 7)00(4MD(BSW)
4392 7XXX3MD(BSW)
4392 7)000MD(BSW)
1049 71049
1636 72048 W,K,S
[Care
A11Ar7
nog
1w1at77
Dabs
11LSb7
61 18/04
7SGD4050
7SGD2889
R• skaa
0
NanWanc
N
lawfakea
I
chow sg
.►.L
4NOA18
ORIGINAL FRAME, 3.500 SILL ADD ON
ADAPTER, FIXED PANEL
THRESHOLD COVER
HEAVY DUTY 4 HOLE BUMP STOP
ORIGINAL FRAME, JAMB
#8 X 1" LG. S. STL. QUAD/PHIL PAN HEAD
PANEL SIDE RAIL
DOUBLE INTERLOCK
INTERLOCK
ASTRAGAL BASE
FEMALE ADD-ON
MALE ADD-ON
TOP & BOTTOM RAIL
P-HOOK FOR POCKET DOORS
FIXED PANEL CUP
WSTP .170 X.270 BACK, FIN SEAL
WSTP .400 X 270 BACK, FIN SEAL
1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F
1/4-20 X 1.25 LG. SHCS S. STL.
#10-32 X 1" LG. PHIWPS FLAT HEAD 18-8 S. STL.
RECESS ADAPTER MOUNTING SCREW & HANDLES
#8 X3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL.
KEEPER MOUNTING SCREW
#8 X3/8 LONG PHILLIPS PAN HEAD TEK
10-32 ALUMIN THREADED INSERT
ALUM. REINFORCEMENT .500 X 1.500
MOVING/FIXED INTERLOCK END PLUG
ASTRAGAL BASE END PLUG
LOCKSTI.E END PLUG
TOP RIGHT STICKER COVER
BOTTOM RIGHT STICKER COVER
TOP LEFT STICKER COVER
BOTTOM LEFT STICKER COVER
TANDEM ROLLER
3/4" HOLE PLUG
(1) TRUTH INTERIOR PULL HANDLE & BASE
(1) TRUTH EXTERIOR PULL HANDLE & BASE
(2) #5-32 X1 3/4" COLOR MATCHED HANDLE BASE
SCREWS
(1) TRUTH INTERIOR PULL HANDLE & BASE
(1) TRUTH EXTERIOR PULL HANDLE & BASE
(2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE
SCREWS
(1) MORTISE LOCK LATCH & KEEPER
(1) STAINLESS MORTICE LOCK
(1) ZINC DICHROMATE RECESS ADAPTER
B 7/16 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT SENTRYGLAS
PLUS INTERLAYER+3/18HS INT.
C 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT BUTACITE OR
SAFLEXIKEEPSAFE MAXIMUM NTERLAYER+3/16HS INT.
REVERSE ANNENJID lirATSTRENGTIfENED O MAN 40 AND
CNAAIQB Mai 187OREeY.
CAREY EXTANT. GLASS RECIPES HEM S119, 40, 41. 43, 84 AND 80
NO CHANGE 71888IEET
ITEM
41
42
43
44
46
47
49
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
68
67
68
69
70
71
80
4417
4442
4441
4443
4433
81
82
S1
S4
S7
S11
S13
S14
S15
S16
S17
S18
S19
S20
S21
S22
S23
S24
1070 TECHNOLOGY DRIVE
IVOICOMIA FL 3ii276
P.O. BOX 1828
Nth FL 34274
DWG#
D
E
F
1224
1225
4324
4395
1267
749
4356
A
G
4375
4407
4408
4409
4410
4411
4412
4413
4414
4415
4416
4434
4435
4317
4318
4319
4320
4428
4344
4384
4418
4419
4420
4421
4422
4423
4424
4425
4426
PGT # DESCRIPTION
7/16 LAMINATED GLASS - 3/16HS EXi. +,090 DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM INTERLAYER+3/18HS INT.
1 1/16 LAMI LG. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16A EXT. +.090
DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
INTERLAYER+3 I6HS INT.
1 1/18 LAMI I.G. GLASS, 3/16 TEMP - 7/16 AIR SPACE - 3/16118 EXT. +.090
DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
INTERLAYER +3 /16HS INT.
DOW CORNING 899, 995 GLAZING SIUCONE OR EQUIV.
6TP247
6TP248
6534601
64395
71267N
7BRKTM25
74356A
64375
64407
64408
64409
84410
64411
64412
64413
64414 -----FRAM
64415
64416
64417
64442
64441
64443
64433
64434
64435
612256
612257
612258
612259
64428
84344
64384
64418
64419
64420
64421
64422
64423 •
64424
84425
64426
PAG_T
VINYL BULB WEATHERSTRIP (THICK)
VINYL BULB WEATHERSTRIP (THIN)
7/16" LAMI GLAZING BEAD
1 1/16" LAMI I.G. GLAZING BEAD
SETTING BLOCKS 1" X 1/2" X 1/8" THICK
REINFORCEMENT SPRING CLIP
FD ED PANEL ANGLE BRACKET
7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT SENTRYGLAS PLUS
INTERLAYER+3116HS INT.
9/16 LAMINATED GLASS - 1/4HS EXT. +.090 DUPONT SENTRYGLAS
PLUS INTERLAYER +1 /4HS INT.
9/18" LAMI GLAZING BEAD
FRAME, 4 TRACK SILL
FRAME, 3 TRACK SILL
FRAME, 2 TRACK SILL
FRAME, 2.713 STANDARD SILL ADAPTER
FRAME, 3.500 SILL ADAPTER
FRAME, 4 TRACK HEAD
FRAME, 3 TRACK HEAD
E, 2 TRACK HEAD
FRAME, 4 TRACK JAMB
FRAME, 3 TRACK JAMB
FRAME, 2 TRACK JAMB
FRAME, 2 TRACK SILL W/ SCREEN RAIL
FRAME, 2 TRACK HEAD W/ SCREEN RAIL
FRAME, 2 TRACK JAMB W/ SCREEN RAIL
PANEL CORNER, BASE STILE
PANEL CORNER, RECEIVER STILE (FEMALE)
PANEL CORNER, LOCK STILE (MALE)
SCREEN, TOP RAIL
SCREEN, BOTTOM RAIL
SCREEN, SIDE RAIL
SCREEN, MEETING RAIL
SCREEN, DOUBLE INTERLOCK
SCl2E'EN,•46lI AGAL• • • • •
SCEtEEN, AST *VTR:
••• •
StkEEIV,'3 TR/KSK HEAD. • • • •
•
SCREEN, 3 TRACK JAMB
pC9€EN, 2 TRACK SILL
SCR6IN, 2 TLAK9-JP4D • • • •
dCIREZEN,,7 TFCACK JAMB • ' : •
• C , 1 TRACK &el ' ' • •
SCREEN, 1 TRACK HEAD • •
SCREEN, 1 TRACK JAMB
tea
PARi'S LIST .. . "• •
711x • • • • '• • • • •
ALUM S V5f JGrGGASS DOOR :IMPACT
ea
irensrbdr
Sae • • • • mo
0313730 12 �+ 19 I 4408-1 I I
NTS
PRODUCT REVISED
as conm with Ibe E1orlde
Acceptance No 07-0
Building Code ixiog
Dom 1 #4620
Division
PRODUCT RENEWED
as complying with the Florida
Building Coda
Aaxptc-ta No
8
Miami Dada Product Coeur
Divisiaa
Lucas A. Turner, P.E
PE *58201
Mechanical
5.177
.078
rL j i
1 f 1.235
.07
8 - ORIGINAL FRAME JAMB
MAUL: 6063 -T5
DWG# 4304
.062
1.428
.188
1.045
S1 - SCREEN TOP RAIL
(SCREEN FRAME)
MAT'L: 6063 -T5
DWG# 4317
14 - FEMALE ADD-ON
MAT'L: 6063 -T5
DWG# 4380
1.619
1.045
1.644
F
2.435
.078
1 - ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL
MAT'L: 606345 MATL: 6063 -T5
DWG# 4302 DWG# 4303
2.376 r-
10 - PANEL SIDE RAIL
MAIL: 6063 -T5
DWG# 4306
15 - MALE ADD-ON
MATL: 6063 -T5
DWG# 4381
1.993
062
S4 - SCREEN BOTTOM RAIL
1 (SCREEN FRAME)
MAIL: 6063 -T5
DWG# 4318
•062 r 190
_ 1
FL 3. -►1T
4 - ORIGINAL ADD ON SILL
MAIL: 6063 -T5
DWG# 4361
WALLS VARY
FROM .060
TO .250
1.500
.109 2.591
.062
1.872
.062
S7 - SCREEN SIDE RAIL
(SCREEN FRAME)
MAIL: 6063 -T5
DWG# 4319
_.t
--0-1 1.670 If
16 - TOP & BOTT. RAIL
MATL: 6063 -T5
DWG# 4305A
1.019
1
1.872
.421
11- DOUBLE INTERLOCK
MATL: 6063HS -T6
DWG# 4383
1.019
.062
S11 - SCREEN MEETING RAIL
(SCREEN FRAME)
MAIL: 6063 -T5 . 062
DWG# 4320
u
5 - ADAPTER, FIXED PANEL
MATL: 6063 -T5
DWG# 4314
1.874
WALLS VARY
FROM .060
TO.125
18 - FIXED PANEL CLIP
MAIL: 6063 -T5
DWG# 4362
1.800 1.986 I[ 1
D .082 1.087
.557 LI
.082
2.875
12 - INTERLOCK
MAT'L: 6063HS-T6
DWG# 4399
6 - THRESHOLD COVER
MATL: 6063 -T5
DWG# 4315
1
so°
1.9
0
1.500
mai FL.
-� v47 1wr• • • • •
S13 - SCREEN *Oki INTERLOCK
(SCREZISIFRAI1IEE • • • : •
•
MATL: 6063-T5 •
DWG# 4328
2.961 WALLS VARY
FROM .060 TO .125
27 - ALUM. REINF.
MAIL: 6005 -T5
DWG# 4357
- 11.342ri
1.305
.050
814 - S ASTRAGAL 6063 -T5
3.162
• • • • • • • • : • .063
• •.
•
............. • • • • • • i�-
�1.87�•• �• 2,78
L.
• • 616- SCREEN
• ASTRAG L�APTER
• MATC:6063 -T5
DWG# 4384
17 - P -HOOK
MAT'L: 6063 -T6
DWG# 4403A
13 - ASTRAGAL BASE
MAT'L: 8063 -T6
DWG# 4398
PRODUCT REVISED
Buitd g � the Halide
Apace No d7-0 S / /•OL
Etcpicatioa Date ,/4.206,
By u l
Division
PRODUCT mplyi '� O tt a
as Florida
complying
Eaiidi .g Code
Acceptance No
Expiation Data
.125
aW1107
aaNraac
0
Osen
16/1N07
ale
1993107
Dike
Reeslator
H
1
rmm•a
40.
ADD ITEM 16 OVERALL aw
NO CHANCE 7M9SHEET
NOCI ANGETN108HkT
Dodo
4960E
1070TE12B101AOYDRIVE
NOKOMIS, 8134275
P.O. BOX 1679
NOXOMIS FL 34274
F2ic;_T
YTDI ISiONSO : . • • • • •
• . • :-;•*� :
ALU3.SLlDff GGSASSDOO! IMPACT
ecru rut - • • •
ikdrdieyke
Sm780 I NTS 1 13 at 19
adryr,
4406-1
Ran
1
Lucas A. Turner, P.E.
PE
Mechanical
ae
FJC
am BF
FJC
Readar
FJC
FJC
aar
11
58 - 4 TRACK SILL
MAIL: 6063 -T6
DWG# 4407
8 038
an
.078 --0-
63 - 4 TRACK HEAD
MAT'L: 8063 -T6
DWG# 4412
f-- 4222 --
Q 1 1.235
.078 -.+4.-
68 - 2 TRACK JAMB
MAT'L: 6083 -T6
DWG# 4417
r i 2.546
1.619
.078
S21 - SCREEN
2 TRACK FRAME JAMB
MAT'L: 6063 -T6
DWG# 4423
101sa7
100207
Oak
ISHNIff
8/1801
llasticar
H
gabber
terakax
H
I
O+eererx
u
as
1.619
1
re- 5.505
ae an ay
I 1 1.619
.078 -0-0-a-
70 - FRAME, 2 TRACK HEAD W RE / SC N RAIL
MATL: 8063 -T6
DWG# 4441
NO CHOW T!/8&CET
ADD ITE1l?71i VT
NO WNW THB T
DIM/AM I
2.625
S16- SCREEN
3 TRACK FRAME SILL
MAIL: 6063 -T6
DWG# 4418
- +11.283
I T
�+-- -- 8.130 1_1,
810
.078
S22 - SCREEN
1 TRACK FRAME SILL
MATL: 6063 -T6
DWG# 4424
.078 --fl --
64 - 3 TRACK HEAD
MATL: 8063-T6
DWG# 4413
L� 3.810
1 1
1.619
59 - 3 TRACK SILL
MAIL: 6063 -T6
DWG# 4408
.078
S17 - SCREEN
3 TRACK FRAME HEAD
MAIL: 6063 -T6
DWG# 4419
-}+I 1
1.619
r
6.130 --y
.078 -► jf -
L_n�n roman a Jr
1.619
1
•11-4- .078
S23- SCREEN
1 TRACK FRAME HEAD
MAT'L: 6063 -T6
DWG# 4425
NCICCI 0R F134275
Fa BQX 18N
NQ FL $1174
2.625
1
r - 4.222
-4 .078 - o - 1.619
65 - 2 TRACK HEAD
MATL: 6063 -T6
DWG# 4414
1.619
r- 5.505
3 1235
.078 -=+r*-
71 - FRAME, 2 TRACK JAMB WI SCIQ RAIL
MAIL: 6063 -T6
DWG# 4443
4.222 -el
.078
60 - 2 TRACK SILL
MAT'L: 6063 -T6
DWG# 4409
L �- 3.810 --e►j
i n n r
.619 nnr
r .078 -+-
S18 - SCREEN
3 TRACK FRAME JAMB
MAT'L: 6063 -T6
DWG# 4420
n 1283
i
0 A T078
F
S24 - SCREEN
1 TRACK FRAME JAMB
MAT'L: 6063 -T6
DWG# 4426
.810
1
2.625
8.038
.078 --- �,"r+ --
66 - 4 TRACK JAMB
MATL: 6063 -T8
DWG# 4415
2.546 r _
R
.078 •=--
S19- SCREEN
2 TRACK FRAME SILL
MAT'L: 6063 -T6
DWG# 4421
.494 - el re-
078 2.713
61 - STANDARD SILL RISER
MAT'L: 6063 -T6
DWG# 4410
27 - ALUM. REINF.
MAT'L: 6005 -T5 1.500
DWG# 4357
]1235 11 r--- 6.130 --"'11
I 1 I a1235
l .078 - � �
67 - 3 TRACK JAMB
MAT'L: 6063 -T6
DWG# 4416
2.546
1.619
.078
S20 - SCREEN
2 TRACK FRAME HEAD
MAT'L: 6083 -T6
DWG# 4422
n x .500
F
• •- •
• .. • • • • --------------
• • •-T
•� •• • • • • i •• -
•
2.625
•• •. • r T• r•• 0 ••• i r
i'f + • • • • • • •
•69 - eRAME? TRACK Slit; V/ SCREEN RAIL
MITI: 8083 -T6 •
DWG# 4442
•••• • •
EXTFIUSEOIV Mime •
•
ALUM S t113h G:GAASS ;IMPACT
seYao•et •re t•aat • • • • on e _
13013730 J NTS J 14 u 19 4406 -1
.494 -eel
.078
3.500
62 - 3.50" S LL RISER
MAIL: 6063 -T6
DWG# 4411
PRODUCT SE D r Tori�
as
Building Cock
complying with
Anagram= - -
Eon Dots = _
BY
Miami
Division
ptwDUCT r.i t'/ED
as eno:p. t1 n::ht::o Florida
Bui:da: C �:
Accta A!o
Eap;, Dr.:o
Lucas A. Turner, P.E.
PE #88201
Mechanical
HEAD AND SILL
MAX. ANCHOR SPACING
-
NOM. PANEL WIDTH 'A' DIM.
<48" WIDE 16 3/8"
>48' WIDE 2013/16'
1
■STRAGAL OR INTERLOCK
(2)
ANCHORS
PER LOC
"Fs
O
►STRAGAL OF
90° CORNER
,
JAMB
y
HEAD AND SILL
MAX. ANCHOR SPACING
-
NOM. PANEL WIDTH 'A' DIM.
<48" WIDE 16 3/8"
>48' WIDE 2013/16'
GE REQUIREMENTS:
1. APPROVED ANCHOR TYPES: 1, 1/4" ELCO TAPCON 2,1/4" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS.
2. (2) ANCHORS REQUIRED AT CH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P -HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTO
ANCHOR TO BE 2" MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19.
PANELS UP TO 48' WIDE (TABLES 1 AND 2. SHEET 3) AND 120' HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLE 1, SHEET 3).
M FRAME CORNERS AND 16 3/8' MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER
PANEL FROM TABLE 3, SHEET 16.
LS UP TO 60" WIDE (TABLE 1, SHEET 3).
M FRAME CORNERS AND 2213/16" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER
PANEL FROM TABLE 3, SHEET 16.
,Ao. JAMBS AND r-HOOKS ANCHORAGE ALL DOORS. 8" MAX FROM BOTTOM AND 26' MAX. O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16.
6. 'ANCHORS PER PANEL" ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK.
INTERLOCK CL Z -3" MIN. TYP.
1 1/2" MIN. TYP. —• •-
'A' DIM. MAX. O.C.
81/4" MAX.
'A' DIM.
MAX.
o.C.
Roved*
FJC
lbe abie
FJC
Mae tb•
FJC
ono OA
FJC
1
4
'A' DIM.
MAX 0.C. /.-
T ( o
81/4" MAX.
1/
8 1/4"
MAX
EXTERIOR
EXAMPLES OF HEAD AND
SILL ANCHORAGE, STRAIGHT
AND 90 CORNER DOOR
DETAIL A
" 3" MIN.
41 - TYP. 8 3/16" MAX.
On 4
'A' DIM. 8
/ MAX. O.C.
o � Z
'A' DIM.
MAX
P-HOOK
O.C. PER
NOTE 5.
O
Q_
Rr
I CAMPY I ZC LUSTERSREQDANDCHANGG'NOYES$48
Orcisd Dike
d 6 IN5NB
DETAIL B
DETAIL C INTERLOCK 3" MIN.
INTERIOR 8 3/16" MAX
o / o o
TYP.
Rostikeo CONVERT MIMES TO®IKULES°D COME ftAFFIXATION.
Q
RE089E PANES a 4,884M423 P-HOOK ANCHOR BPAaNO
H WW1' GO ABIRiGRLA
'A' DIM.
MAX.
O.C.
81/4"
A' DIM. MAX. O.C. }--r 'A' DIM.
MAX O.C. f - MAX. O.C.
EXAMPLE 2 FROM TABLE 3, SHT. 16 (C6+2)®
(6) ANCHOR UR LUS (2) ANCHORS PER PANEL (SEE NOTE 6)
MAX.
1070 7ECHNOLOGY MOVE
NOWASS, R. 84278
P.Q. BOX 159
NOK01.88. FL 34274
8 3/16"
MAX
TYP.
TNT
(
ANCHORS SEE F 90° CORNER fl
PER LOC. DETAIL A (
@ HEAD & SILL
MAX-
SEE ® sEE
DETAIL B DETAIL C•
QG�
'A' DIM.
MAX. �+ -
o.c.
a o O O
MAX. JAMB. O.C.
PER NOTE 5.
8" MAX. TYP.
•.
• • • •
• •• •
•• • • •
• • • •
•• ••
I ..-- ASTRAGAL CL
ANCHORAGE, IPAdING ::: •; • : •
new
ALUM. SLIDIAJ QMS# d 0 OR,IMP STT
SGnrso 1/8 ` 15 d 19 n..rbws 4406 -1 •
-1 1/2" MIN. TYP.
r 3 . MIN. TYP.
— 0
'A' DIM. r 'A' DIM. - r 'A' DIM.
MAX I+- -► MAX -"- MAX
O.C. O.C. O.C.
EXAMPLE 1 FROM TABLE 3, SHT. 16 (C8 +4)i
(8) ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL
(SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE)
l
•
• r.. • •_••AEL
2-TRACK OUTSIDE 3-TRAcK INSIDE ••„ ..4-TRACK
CORNER W/ C8 CLUSTER CORNER 1,17/ 06 CLUSTER CORNER OP OLVIBTER
EXAMPLE CORNER CLUSTERS A
'A' DIM.
o.c. ' r - INTERIOR
8 1/4"
MAX
TYP. EXTERIOR
p1tODU� 5 plolida
c000 0 _ 45 /bob
au nains
Ac000vrce
prta ttoi>am ILU
By SA • C4100
I•410 Dad°
Di 1OA
'JIODUCT RENEWED
rs comFlyir the Florida
Lha.di:.,, � - 06
Accey`.s-'ce i ts•
ExpiratiunDctu
Minn: i,:,.. Product Control
Ik�•i <iau
341/a'
Lucas A. Tumer, P.E.
PE 058201
Mechanical
•
II i
T 1,,
k
k [�
1
ANCHORAGE &TABLE 3.
4"
GLASS TYPE >
FOR USE WITH DP TABLE 1, SHEET 3
FOR USE WITH DP TABLE 2, SHEET 3
Si
1
I
1
1
1
I
A G
C, D, E, F
REINFORCED >
YES, RENF. 'D IN INTERLOCKS,
ASTRAGALS, AND 90 CORNERS
REINF. NOT REQ'D IN STRAIGHT INTERLOCKS
AND ASTRAGALS. SEE EXCEPTION NOTE 3.
1
1
=
Q 1
ANCHOR TYPE
& SUBSTRATE
HEAD & SILL CLUSTER
+ ADD'L PER PANEL
JAMB
P-HOOK
HEAD & SILL CLUSTER
+ ADD'L PER PANEL
JAMB
P-HOOK
-
il
N
I R
S
1
I
I
1
I
NOM.
WIDTH x DOOR
-'
8
N
b
N
W
8
-►
8
,IV
' W
8 0
+
N
8
-►
8
N
8
N
g
b
8
N
g
8
b
N
g
24.000 x 80.000
84.+2
90.000
96.000
102.000
108.000
114.000
120.Q00
C4 +2
C4 +2
+2
C4 +2
2
Bun
4
C4 +2
C4 +2
C4 +2
+2
- C4 +2
8
"
8
4
4
4
C4 +2
C4 +2
C4 +2
8 8
C4 +2
C4 +2
C4 +2
8
8
4
4
C4 +2
C4 +2
C4 +2
10 10
C6 +2
C4 +2
C4 +2
'
10
10
5 5
C4 +2
C4 +2
'
10 10
m
GLASS TYPE NOT AVAILABLE
C4 +2
C4 +2
10
10 10
HH
C4 +2
Mal
C4 +2
10
10 10
C4 +2
C4 +2
C4 +2
10
10 10
30.000 x 80.000
84.000
90.000
96.000
102.000
108.
114.000
120.000
C4 +2
C4 +2
C4 +2
6
8 8
C6+2
C4 +2
C4 +2
8
8
8
4
4 4
C4 +2
C4 +2
C4 +2
8
8 8
C6+2 C4 +2 C4 +2 8
8
8
4
4' 4
C6+2
C4+2
Cl=111
8
ganumiginu
4
4
4
C6+2 amunguta
C8 +2 C4 +2 C4+2 10
8
10
ulna 4 . 4
10 5 5 5
C6 +2
C4 +2
scupwrimum
C6+2
10
10 Bunn
5
5
5
GLASS TYPE NOT AVAILABLE
Ce +2�
10
10
A
1 X
A l
C6 +2
C4 +2
C4 +2
10
10 10
C6 +2
C4 +2
C4 +2
10
10 10
5
5
5
36.000 x 80.
84.000
90.000
96.000
102.000
108.000
114.000
120.000
C6 +2
C6 +2
C4 +4
4
5 ,
C6 +2
LIU
C +
MN C +
mn
a
4
5
C6 +2
C4 +4
C4 +4
man
4
4
5
C8 +2
OMEN C8+2
10
IE.
8
4
4
5
C6 +2
C6 +2
MM
C4 +4
C4 +4
C6 +2
8
innimagunugagg
C6 +2
C6+2
10
110
10
aia`
5
C4 +4
C4 +4
10
10
10 10
10 10
5
5
5
5
5
5
GLASS TYPE NOT AVAILABLE
1
MCI
C8+2
10
10 10
5
5
C4 +4
C6 +2
•
10 10
5
5
5
5
42.000 x 80.000
84. 4
C4 +4
C4+
•
8
4
4
5
C6 +4
C6+4
C6+4
10
8
8
4
4
5
C6+4
V
C6 +4
t ,"'^l
�Q
C6 +4
C6 +4
C6 +4
'
5
�� 6
5 5 6
90.111
96. •(..•
102.1 14
108.4 • •
114.1••
120.' h1
Iiir+ •;.�
C6 +4 c tS�
'
fr . Ji
1
Ems
C8 +4
C6 +4
C6 +4
0
C6 +4
Litimui
4
4
5
C8 +4
C6 +4
C8 +4
10
10 10
C
•
2
g
6?
•
ri •
-• •
'
'
• 31"
•
•
• •
O
40
y
:'
• •
• •
• • •
. ;
•
• •
• •
C8 +4
C8 +4
l
C6 +4
C6 +4
5574--
10
10
•
J
0 - 1 - 0 - 10
5
GLASS TYPE NOT AVAILABLE
C8 +4
C6 +4
C6 +4
10
[10
10
5
C10+2
C8+4
C6 +4
10
0
10
5
48.000 x 80.000
84.1 • •
• • •
• 90.000
• • •' 96. 8
• . • • .1 d2.1 • •
• 108."
• 114.000
• • • 0.000
. 5 • ' 1 t • 80. • I f
'&1.000
' • •90.Ous
• :' .0' .
C8 +4
C6 +4
C6 +4
08+4
C4 +4
C4+4
10
10
8
8
8
8
4
4
C8+4
C8 +4
C4 +4
C4 +4
C4 +4
C6 +4
10
10
8
8
8
8
4
5
4
4
6
6
1
06 +4
E
10
�
u
��
C8+4
C6 +4
10
5
6
9
f b
FETIA
C6 +4 •
C6+4
C6+4
10
�
Q
C10+4
g J C6 101013111 +4
no 10
10
5
7
C6+4
C6 +4
10
10
K,
5
5
6
TYPE NOT AVAILABLE
• +4 •
C6 +4
C6 +4
10
10
10
6
• a8*4 •
C6 +4 +
ammo
10
10
6
408 +4.
4313+.4.
C6+4
C4 +4
• + -
C4 +4
12
10
10
8
10
8
IP
0
.
.08w1
C6 +4
10
ILI
• GLASS
C.10t4
C6+4
12
10
10
pi
5
e 60. * :80.11
• • • • .84.1 4
• • •. • • 90.0" "•
• •••. 96.000
..r`8 -.
C6 +4
10
8
8
4
GLASS TYPE NOT AVAILABLE
COO
C6 +4
C6 +4
®0
10
5
5
6
• w: +:�
C8 +6
C6+4
C6 +4
® 10
10
5
5 Q
5 7
C6 +4
C8+4
12 10
10
6
‘..1/4)
m P �
9 Fm
i . ,�
• '
�
I�
f r' ^ 0
'. �
I > 9
•
u � "�, �
e.
',•1
`O
0
• �;
o 1 E;;
.
c ,
l« p s
g
I^ p
) tea`'
NOTES: ( ) EXAMPLE 1
1 _ - s' l ._� TYPES:
• ' ti AOR
1 1/4° ELCO TAPCON EXAMPLE 2
SEE SHT. 15
3, #12 STEEL SCREW (G5)
2. CLUSTER QUANTITIES PERTAIN TO INTERLOCKS AND
& STRAIGHT AND CORNER ASTRAGALS. SEE SHEET 15
FOR ANCHOR SPACING REQUIREMENTS.
3. ALL 90° CORNER DOORS REQUIRE REINFORCEMENT IN
& THE CORNER BASE STILES REGARDLESS OF DOOR
WIDTH, HEIGHT, OR DESIGN PRESSURE TABLE USED '
2.823" MIN. O.C. DISTANCE
(MIN. 3 KSI
CONCRET
1x WOOD BUCK
NOTE 2
CONCRETE ANCHOR,
NOTE 1
1x WOOD BUCK
NOTE 2
(MIN. 3 KSI
CONCRETE) • »"
{ •
(MIN. 3 KSI
CONCRETE)
1x WOOD BUCK
NOTE 2
SCREEN ATTACHMENT
TO BE APPPROVED
BY AHJ
CONCRETE ANCHOR, NOTE 1
1x WOOD BUCK
NOTE 2
SCREEN ATTACHMENT
TO BE APPPROVED
BY AHJ
2.823" MIN
O.C. DIST.
1
CONCRETE ANCHOR, NOTE 1
1 3/4"
MIN.
E.D.
TYP.
NOTE 1
1/4" MAX.
SHIM
2.823° MIN
O.C. DIST.
1 3/4" MIN.
E.D. TYP.
NOTE 1
EXTERIOR INTERIOR
(AU. SECTIONS)
1
1/4"
SHIM
MAX.
1/4" MAX. SCREEN
SHIM FRAME
CONCRETE ANCHOR,
NOTE 1
ALTERNATE 2 TRACK FRAME
W/ SCREEN RAIL .2.823" MIN I —
O.C. DIST.
NOTE 1
1/4" MAX.
SHIM
WOOD ANCHOR, SEE NOTE 5
2 -TRACK FRAME HEAD INSTALLATIONS
1 3/4° MIN. E.D., TYP.
1/4" MAX.
SHIM
2x WOOD
NOTE 2
SCREEN FRAME
NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 1 3/4" FQR HAD, ,
(SHTS 17 SILL AND JAMB AND 1" FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN
THRU 19) MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS
(MIN. 1 3/8" EMBED.) OR 1/4" ELCO SS4 CRETE -FLEX (1 3/4" MIN. EMBED.). FLAT HEADS
TO BE #12 TRIMFIT TYPE.
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE
1 3/8° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
MIN. DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
3 -TRACK FRAME HEAD INSTALLATIONS
1/4" MAX
SHIM
SCREEN FRAME
4 -TRACK FRAME HEAD INSTALLATIONS
OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
3 FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH
OF 8063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER
WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO
NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 17, 18 AND 19 FOR 2x WOOD BUCKS. THE
ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT
INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON
SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY
BE USED.
4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE
1 3/8" TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK
MIN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY
OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE,
EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO
WHICH THE FASTNER IS EMBEDED.
5. FOR WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT
HEADS MAY BE USED INSTEAD OF #12 STEEL (G5)
SCREWS. SEE SHTS. 15 AND 16. 1° MIN. EDGE
D T CE FOR WOOD FASTENERS.
2x WOOD
NOTE 2
WOOD ANCHOR
NOTE 5
1 3/8"
MIN.
1/4" MAX. SHIM
• •• •
2VOTt 5 •. • . • •
• •
• • • • 0 • 0 . •
•••■
•
PRODUCE F►ori
p n7 Nto 0 ^d
L o n don Dare
Division
FRODUCT P1''-"
es comply: :3 c.:t::: t- Florida
BLii+' -i9g Ceee
Acca:seteAbe
E
3 - /Jr
Roeder
FX
Arad Hp
FJC
ADDED DNA AMID SCREW ATTAC18EtTNOTATION
C/Ar FYNOTE2ANDANJNOTATIONS
FJc
Orr
WNW
Aar
QH8AT4
ibmitec
I
u
NO CHANGE THAPBHEET
tau
41E1175 I
1070 TECHNOLOGY DRIVE
NOKOADS, FL 34275
P.O. BOX 11129
NOKO11g& A.3W7l4
Bch
Vtrlbly Better
•
ANCHORAGE DUTAU 1 EAD:
• ALUM. SUD1N( L LASS DOOR,1M •
SOD730
Mats
1/4
ewe pmftft
17 of 19 I 4406 -1
Lucas A. Turner, P.E.
PE #58201
Mechanical
WOOD ANCHOR
NOTE 5, SHT. 17
CONCRETE
ANCHOR
NOTE 1,
SHT. 17
1 3/8" MIN. -1
1/4" MAX SHIM --0-11-•-
1x WOOD BUCK
NOTE 2, SHT. 17
1.908' MIN.
O.C. DISTANCE
2x WOOD
NOTE 2,
SHT. 17
, • • 1.908" MIN.
0 DISTANCE C
• - .. • -
; • ••••
' -)
••••• ,••'. • (MIN. 3 KSI
, CONCRETE)
1/4° SHIM MAX. - - 0 -11-* -
ORIGINAL 2-TRACK FRAME
JAMB INSTALLATIONS
1x WOOD BUCK
NOTE 2, SHT. 17
\\\.. .. 1 REEN
ATTACHMENT
TO BE
APPPROVED
\
Odd* Ode
FA WM?
Redd* Des
F.IC 10H6/07
Rvadee Ode
FJC 1211307
owe Oshe
F.K 6/18104
1/4" SHIM MAX. -0-11-*-
NOTE 1,
SHT. 17
1 3/4" MIN.
E.D. TYP.
ALTERNATE 2 TRACK FRAME
W/ SCREEN RAIL
NOTE 1,
SHT. 17
Cf , .i.
1 3/4 MIN.
CONCRETE I .:
E.D. TYP.
ANCHOR
NOTE 1 .0 :..
SHT. 17
. .;‘, 1.908 MIN.
I ! 1" •i O.C. DISTANCE
•;:—.1_
— ;11 ' I. C°NCRETE)
r* (MIN. 3 KSI
WOOD ANCHOR
NOTE 5, SHT. 17
SCREEN
FRAME
1x WOOD BUCK
NOTE 2, SHT. 17
CONCRETE
ANCHOR
NOTE 1
SHT. 17
OOD ANCHOR
NOTE 5,
SHEET 17
SCREEN
FRAME
1 3/8" MIN.
1/4" MAX. SHIM
1/4° SHIM MAX. --0-1
2-TRACK FRAME
JAMB INSTALLATIONS
1/4" SHIM MAX. --e--11-0-
3-TRACK FRAME JAMB INSTALLATIONS
ADO UK ED. 10 C&C. ANCHORAGE :JOWLS SCREENAITACHAEN T NOTE
1070 TECHNOLOGY DANE
AVICOMA FL 34275
PA. 99X 1529
Norma R. 34274
CLARIFY AHJNOTATIONS
NO CHANGE THIS MEET
4115/05 I
ode
2x WOOD
NOTE 2
SHT. 17
NOTE 1,
SHT. 17
3/4° MIN. E.D. TYP.
1.908" MIN.
•* 1 . • D.C. DISTANCE
••
(MIN. 3 KSI
•1CONCRETE)
1 3/8" MIN.
2x WOOD
NOTE 2
SHT. 17
Viably &#er
WOOD ANCHOR
NOTE 5, SHEET 17
SCREEN
FRAME
1/4" SHIM MAX
1x WOOD BUCK
NOTE 2, SHT. 17
CONCRETE
ANCHOR
NOTE 1
SHT. 17
SCREEN
ATTACHMENT
TO BE
APPPROVED
BY AHJ
1/4" SHIM MAX. --
1 3/8" MIN.
2x WOOD
NOTE 2
SHT. 17
NOTE 1
SHT. 17
13/4"
MIN.
Av. TYP.
E.D.
1.908" MIN. 0.0
DISTANCE
111
44vm.
*A
i • *a
' )'•
• • • • •
• • • • •
• • • • • •• • •••
• • • • • • • •
Pl'Arvk • :•
JAMB INSTALEATIbNS
• • • • • • • • •
ANCHORAGE Drras,pme
Taw • • • • • • • • •
ALUM. SLIDING:Gabe Wort moms:
i m. 1 ....„,„.
1/4 I 18 19 I 44084
•
• •
•
• •
• •
•
INTERIOR
(ALL SECTIONS)
EXTERIOR
PRODUCT REVISED
coniplYing with the Cl°469
IsWI4ing 1°
A 4 1
ExpiratiOil Dare r
BY tCL
Control.
Division
-)RODUCT R1N2WED cearplyin: with the Florida
Expitation4cter3uild,ins,nccCopilate 11 1
e 0 t4
BY
Miami Product Central
Lucas A. Turner, P.E.
PE #6O1
Meolsanical
06
1/4" MAX.
NOTE 1
EX
FX
Road IV
FJC
FJC
SCREEN
FRAME
1/4" MAX
NOTE 1
NOTE
ABOVE
3/8" MIN.
CONCRETE
ANCHOR,
NOTE 1,
S 17
INTERIOR
(ALL P-HOOK
SECTIONS)
EXTERIOR
Ode
17/!9/07
Doke
818104
SCREEN
FRAME
WOOD ANCHOR,
NOTE 5, SHT 17
1 3/8" MIN.
2x WOOD
NOTE 2, SHT. 17
3 KSI MIN. CONCRETE
adc
0111107
aro
10M&v7
Ord"dfix
.0
CONCRETE
ANCHOR,
NOTE 1, SHT. 17
t t
(3 KSI MIN. CONCRETE)
SEE
NOTE 2
4 -TRACK FRAME SILL INSTALLATIONS
NOTE: ANCHORS ARE STAGGERED 1° MIN. AT P-HOOK
ANCHOR EMBEDMENT AT P -HOOK: 1/4" TAPCON -1 3/8" MIN.
1/4" CRETE -FLEX -1 3/4" MIN.
1x WOOD BUCK
NOTE 2, SHT. 17
NOTE NOTE ABOVE
ABOVE 3/8" MIN.
•
1"
E.D.
CONCRETE
ANCHOR,
NOTE 1,
S .17
NOTE 1,
SHT. 17
1 3/4" MIN. E.
APPROVED BY THE AUTHORITY HAVING JURISDICTION.
2 1.947 MINIMUM ON CENTER DISTANCE
ADD MPL ED. 70 CONCRETE ANCHORAGE OETA0.4
NO CHANCE MI SHEET
NO CHANGE R09SHEET
Daft
411505
1/4° MAX.
NOTE 1
SCREEN
FRAME
CONCRETE
ANCHOR,
NOTE 1, SHT. 17
SHT. 17
1 3/4" MIN. E.D.
(3 KSI MIN.
SCREEN FRAME
1/4" MAX
NOTE 1
NOTE
NOTE ABOVE
ABOVE 3/8" MIN.
WOOD
ANCHOR,
NOTE 5,
SHT. 17
1070 TECHNOLOGY WIVE
NOKOMIS, FL 34278
P.O. BQX MU
NOKOMIS P1.3 T4
WOOD ANCHOR,
NOTE 5, SHT 17
2x WOOD
NOTE 2
SHT. 17
1/4" MAX.
NOTE 1
1/4" MAX
NOTE 1
3/8" MIN.
3 -TRACK FRAME SILL INSTALLATIONS
a EXTERIOR INTERIOR
(ALL SILL SECTIONS)
WOOD ANCHOR
NOTE 5, SHT. 17
2x WOOD
NOTE 2, SHT. 17
CONCRETE ANCHOR,
NOTE 1, SHT. 17
NOTE 1
2x WOOD
NOTE 2, SHT. 17 ALTERNATE 2 TRACK
FRAME W/ SCREEN RAIL
1/4" MAX.
NOTE 1
- - `le
t • • •'r. :• ••
(3 KSI MIN. CONC) y: T : • - : 4' . • ■ i ' •
1 3/4° MIN. E.D. TYP. • • ° tarn • • •: T.
TYPICAL POCKET P -HOOK INSTALLATIONS ORIGINAL 2 -TRACK FRAME
NOTE: • BJL+.INSTALLATIONS. •
1. IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON-SHRINK, N2N ETALLIC GfitOTJT, 2100 PSI 4110.. • •
(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 1S NOT TIGHT TO THE SUBS I ARID.'14J NSF R 6H� LfSA1
TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR A% - • •
• •
ANCHORAGE D 4144 PdCKtTP4OOK
ALUM. SLIDING GL�UISS U001 416dG`T °:
sse.sud r acr a e s e
ax.soNn
am
80D730 1 1/4 1 19 d 19 I 4406.1 1 1
WOOD ANCHOR,
NOTE 5, SHT 17.
ONCRET )
NOTE 2
1 3/8" MIN.
NOTE 1,
SHT. 17
CONCRETE
ANCHOR
NOTE 1,SHT. 17
3 /(1'2/
Lucas A. Turner, P.E.
PE A58201
Mechanical
2x WOOD
NOTE 2
SHT. 17
NOTE 1,
SHT. 17
1 3/4" I
MIN. E.DI-•—
TYP.
2 -TRACK FRAME SILL INSTALLATIONS
PRODUCT REVI§Sl5
as complying era the 11t* e
Building Cade
Acceptance No a7 -CS /l_ 66
Expiration Datc
B t4a .I•-
n4imni Produt>t c i•I
Division
FFODuCT
v c: �s71Y1'S ,vii : La. l
u«w m Jczo
By
fleont Bade Product
Asiou
—o
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDM3J30 -1563
(305) 3Z5 -290L1 FAX •Q5��395 -2908
www.ndggtlddde.eovv94inecode
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of to nstruction »aterials.
The documentation submitted has been reviewed by Miami -Dade County Product Contr4195=dilion and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other "areas Where 111oaJe 1 by
•
• ..
.... •
.
• .
....
• •
•
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prdkci Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series "PW - 701" Aluminum Fixed Window - LMI
APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through
12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and
sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice
of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation:
1. Max DLO = Width - 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate.
2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max.
corner distance for Nail (Integral Fin Frame) into wood substrate is 1". and max. OC spacing is 5 ".
3. The anchor installation shown is applicable without geographical limitation.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 07 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 08- 1112.10
Expiration Date: February 19, 2014
Approval Date: January 08, 2009
Page 1
•
• •
•
•
• •
• •
•
•
•
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 07- 0418.06) • • • • • • • •
• 1. Manufacturer's die drawings and sections. • • • ' •' • • ' • • •
2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sh ee!ss f through ff of 12, . •
prepared by manufacturer, dated 7/14/03 and last revised revision "B dated,4 /4107, •
signed and sealed by Robert L. Clark, P.E.
B. TESTS (transferred from file # 07- 0418.06) • • • ▪ • • •
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-t46: • ; •
2) Water Infiltration resistant Test • •
3) Uniform Static Air Pressure Test, Loadingjler I'BC 1'4MO2 -94
4) Small Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of alum. Fixed windows of various
shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated
07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan,
P.E.
C. CALCULATIONS
1. Anchor verification, comparative and structural analysis dated 04 /13/2007, prepared,
signed and sealed by Robert L. Clark, P.E.
2. Glazing complies w/ ASTME- 1300 -02/04
D. QUALITY ASSURANCE
1. Miami Dade /Building Code Compliance Office (BCCO).
F. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or
colored Interlayer", expiring on 05/21/11.
2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite
PVB ", expiring on 12/11/2010.
E. STATEMENTS
1. Statement letter of code compliance, "No change from previous approval and "No
financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E.
2. Statement letter of Lab compliance, as a part of above referenced test reports
F. OTHER
1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009.
E -1
ke7tietc 1. L1(41.4L
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No 08- 1112.10
Expiration Date: February 19, 2014
Approval Date: January 08, 2009
•
•
•
•
•
NOTES: LARGE MISSILE WINDOWS
1&c kZING OPTIONS:
/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED
GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090
INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
C. 1 1/16' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16"
LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT
STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
D. 1 1/16° LAM/ I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16"
LAMINATED GLASS WHICH 1S COMPRISED OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER
OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB.
2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2)
® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02.
3. ANCHORAGE: THE 331/3% 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 FLORIDA BUILDING CODE, CURRENT EDITION.
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
4. SHUTTER REQUIREMENT: NONE REQUIRED
5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850
® ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05
ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION
ADM-2000y1LUMINUM DESIGN MANUAL
4
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT
® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
Ra.arx
er
F.K.
rower
FX
F.1G
4/4007
Oft
12'1803
7 14/03
B
ANCHORA
NOTES D 2 TO REF. ABM TD 6��N OTEE7 °E
Ratdonic
A REDUCE ANCHOR SPACING
p•ak,ser Der
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 94276
P.O. BOX 1629
NOKOMIS, N.34274
•• .•• • • • •
•
• • •• • • •
• •
•
. • •• •• • •
• ••• • ••• •
• • • • • •
• • • • • •
• • • • • • •
• • •• • • ••
• • • •
o.opar
••• • • • • •••
P __ _ NOTES & TABLE OF CONTeN7$
• • • • • • . • •
ALUMINUM PICTURE WINtaio WAWA
• .:.
Visibly Better anm,rm• sa.re ae,e ta•►g
"i
P*701 I NTS 1 1 d 12 I 4259 -4
NOA DRAWING TABLE OF CONTENTS
• SHEET
GENERAL NOTES 1
GLAZING DETAILS 2
ELEVATIONS, FLANGED 3
ELEVATIONS, INTEGRAL FIN 4
DESIGN PRESSURES FLANGED 5
DESIGN PRESSURES FINNED 6
SECTIONS, FLANGED 7
CORNER ASS'Y, FLANGED 7
SECTIONS, INTEGRAL FIN 8
CORNER ASS'Y, INTEGRAL FIN 8
EXTRUSION PROFILES 9
PARTS LIST 9
ANCHORAGE 10-12
Rix
PRODUCT RENEWED
Bidding Cade
Nee I
Ee�oo D . z/ 9/ sg'9
By IS4ic� 3.1 KOt�
Skidoo
PRODUCT REVISED
. csmpybjwih deeMId•
Nati Code
Date
• • •
•• •
• • •
• • •
• • •
• • • •
6 ,/
a
• Robert L Clark P.E.
PE 039712
Sb
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
Read Bp
Dew
aadar are
FJt 4A1i07
esed80 Dew
F.K 12/1&03
Omani* Odc
PA 7/14/03
OUTSIDE
OR
B
..
A
chow ar
NO CHANGE THIS SHEET
NO CHANGE 71013 SHEET
Wle I
.090 DUPONT BUTACITE OR
SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER
7/16" LAMI GLASS NOMINAL
3/16" HEAT
STRENGTHENED
GLASS
7/16" LAMI GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
OR
11/16" NOM
GLASS BITE
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
7/16" AIR SPACE
3/16" HEAT
STRENGTHENED GLASS
1070 TECHNOLOGY ORNE
NOKOMIS, H. 34276
P.O. BOX 1579
NOKOA09, J7 34274
1 1/16" LAMI I.G. GLAZING QETAIL •..
FLANGED OR INTEGRAL :IAN FRAi E ; •
(INTEGRAL FIN FRAMEtH jWN)
c..;11
Visibly Better
aorwoac
PW-701
.090 DUPONT BUTACITE OR
SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER
3/16" HEAT
�-- STRENGTHENED
GLASS
GLAZING DETAILS
1 1/16" LAMI GLASS NOMINAL
I sage arc
FULA 2 12
7/16 LAMI GLASS NOMINAL
•
• •
• •
•
4259-4
11/16" NOM
GLASS BITE
•• ... • • • •
•. • . •
. •.• .. • •
.. . • ....
• • • • • • •
• • • ..•••
.....• •
ALUMINUM PICTURE W/Np�IM • fMPZCT.• . •
I B
PRODUCT RENEWED
s O swkhtheRaids
Expired= Date
PRODUCT REVISED
s compaiq with the Florida
Raiding Code
Acceptance
Date
• ..
•.• •
• •
• • • •
• •
..••
./
.• •
• • Robed L Clads, P.E.
PE #39712
Structural
5
Ramtep
Os*
FK 4'477
Row !Bp awe
F.K. 12/1&V3
pow w awe
Fie 7/14/03
B
A
CbsciadEly
UPDATE
NO CHANGE THIS SHEET
DOE
W10 77BJd1 OLOGYDRIVE
NOIC0113, a 34275
P.O. BOX 1529
NOKOMIS, a 34274
ALUMINUM PICTURE WI
• . . . •
•. .
-. •
• • •• • • ••
•
FLANGED ELEVATIONS •
MAIC itREP = 31,9 FT.
• •
• .. . •
• • . •
u...
•
rMe
PW.701 NTS 3 s 12 4259 -4 B
Al _ ___'�
us
HEXAGON FULL CIRCLE
MAX. SIZE = 60° BETWEEN FLATS MAX, SIZE = 60" DIA.
OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT.
FAN
MAX. SIZE = 96" X 47"
OR MAX. AREA = 24.47 SQ. FT.
HALF CIRCLE
MAX. SIZE = 96 "X48"
OR MAX AREA = 25.13 SQ. FT.
EYEBROW
MAX SIZE = 96° X 48"
OR MAX AREA = 31.99 SQ. FT.
48 " MAX
1
NOTE:
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
OCTAGON
MAX. SIZE = 60" BETWEEN FLATS
OR MAX AREA = 20.71 SQ. FT.
96" MAX.
i
�--- -- 921/4° MAX DLO 1
RECTANGLE
MAX SIZE = 48" X 96"
OR MAX AREA = 32.00 SQ. FT.
ELLIPTICAL
MAX SIZE = 96" X 47"
OR MAX. AREA = 31.99 SQ. FT.
t
44 1/4"
MAX
DLO
1
QUARTER CIRCLE
MAX. SIZE = 68" X 68"
OR MAX. AREA = 25.22 SQ. FT.
TRIP LORD • • • ..
ARCH.
MAX. SIZE = 48 °X96"
OR MAX. AREA = 30.28 SQ. FT.
• •
• • y
• •
• •••
• • • •
•
PRODUCT RENEWED
as i ,,,,piq with um Nettle
Balding Code
Acceptance No
Deft 1
Ey
PRODUCT RINSED
as complying with the Nted&
BuWegCode
Aimee N.
Esphadoa Dan
• • O
06
. • • t L Oak P.E.
PE 039'712
Sbmdmet
HEXAGON FULL CIRCLE
MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA.
OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT.
FAN
MAX. SIZE = 96" X 47°
OR MAX. AREA = 24.47 SQ. FT.
HALF CIRCLE
MAX. SIZE =96 "X48°
OR MAX. AREA = 25.13 SQ. FT.
EYEBROW
MAX. SIZE = 96 °X48"
OR MAX. AREA = 31.99 SQ. FT.
r- 98 1/4° FRAME O.D.
96" MAX. l
A 7 --
501/4"
FRAME
O.D.
48"
MAX.
L
NOTE:
FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.
OCTAGON
MAX. SIZE = 60° BETWEEN FLATS
OR MAX. AREA = 20.71 SQ. FT.
f
93 1/4" MAX. DLO
RECTANGLE
MAX. SIZE = 48" X 96"
OR MAX. AREA = 32.00 SQ. FT.
ELLIPTICAL
MAX. SIZE = 96° X 47°
OR MAX. AREA = 31.99 SQ. FT.
45 1/4"
MAX.
DLO
QUARTER CIRCLE
MAX. SIZE =68 "X68°
OR MAX. AREA = 25.22 SQ. FT.
• • •
• • ••
• •
• •
• •
• •
• •••
• • • ••
••
•
••
•
MAX. SIZE = 48 "X96"
OR MAX. AREA = 30.28 SQ. FT.
PRODUCT Rev .,s
e complying with tie Heeds
adage
Acreptaaer
Ode z>G ..
-
. .. !
.,, /
••• •
• • •
• • •
• • • •
• • ,1 •
•
PRODUCT RENEWED
templess with Wass Cede �el7erllle
Awesome N• -. -/ 12.10
rawhides Date
Rates/Br
F.K
limn*
FJG
Oar
4!4/07
12!16/03
F.K 7/14103
lionekax
B ADD FRAME O.D DIMENSIONS AND UPDATE ANCHORAGE NOTE
A NO CHANGE THIS SHEET
107D TECHNOLOGY DRIVE
NOKOMIS, 8.34278
P.O. BQX 1678
NOKOMIS, FL 34274
c
visibly Better
/ °7 �.
• Robert L Clark, P.E.
PE #39712
Sbuctund
TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP)
GLASS TYPE 7/16" LAMINATED GLASS (3/16"A, .090, 3/1611S)
B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS)
C. 1 1/16" LAMI I.G., 3/1611S, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS)
D. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS)
FTL -3835
FTL -3835
FTL -3850
FTL -850
WINDOW
"X' DIM.
49.000
AREA
54.500 I A,B,C,D
AREA
60.000 I A,B,C,D
65.500 1 A,B,C,D
AREA
71.000 I A,B,C,D
AREA
76.500
AREA
82.000
AREA
87.500
93.000
96.000
GLASS
TYPE
A,B,C,D
A
B,C,D
A
B,C,D
AREA
A
C
B,D
AREA
A
C
B,D
AREA
WINDOW "Y" DIMENSION
28.500
+80.0 1 -80.0
9.70 SQ.FT.
+80.0 I -80.0
10.79 SQ.FT.
+80.0 I -80.0
11.88 SQ.FT.
+80.0 1 -80.0
12.96 SQ.FT.
+80.0 I -80.0
14.05 SQ.FT.
+80.0
+80.0
15.14 SQ.FT.
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
16.23 SQ.FT.
+80.0
+80.0
+80.0
17.32 SQ.FT.
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
18.41 SQ.FT.
-80.0
-80.0
-80.0
19.00 SQ.FT.
34.000
+80.0 I -80.0
11.57 SQ.FT.
+80.0 I -80.0
12.87 SQ.FT.
+80.0 I -80.0
14.17 SQ. FT.
+80.0 I -80.0
15.47 SQ.F7
+80.0 I -80.0
16.76 SQ.FT.
+80.0
+80.0
18.06 SQ.FT.
+80.0
+80.0
19.36 SQ.FT.
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
20.66 SQ.FT.
-80.0
-80.0
+80.0 -80.0
21.96 SQ.FT.
-80.0
-80.0
-80.0
22.67 SQ.FT.
39.500
+80.0 I -80.0
13.44 SQ.FT.
+80.0 1 -80.0
14.95 SQ.FT.
+80.0 I -80.0
16.46 SQ.FT.
+80.0 I -80.0
17.97 SQ.FT.
+80.0 I -80.0
19.48 SQ.FT.
+80.0
+80.0
20.98 SQ.FT.
+80.0
+80.0
22.49 SQ.FT.
+78.0
+80.0
+80.0
24.00 SQ.FT.
+74.0
+80.0
+80.0
25.51 SQ.FT.
+71.9
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-74.0
-80.0
-80.0
-71.9
-80.0
-80.0
26.33 SQ.FT.
45.000
+80.0 I -80.0
15.31 SQ.FT.
+80.0 I -80.0
17.03 SQ.FT.
+80.0 I -80.0
18.75 SQ.FT.
+80.0 I -80.0
20.47 SQ.FT.
+80.0 I -80.0
22.19 SQ.FT.
+79.3
+80.0
23.91 SQ.FT.
+74.5
+80.0
+70.0
+80.0
27.34 SQ.FT.
+65.5
+74.0
+80.0
+63.0
+71.2
+80.0
-79.3
-80.0
-74.5
-80.0
-70.0
-80.0
-65.5
-74.0
-80.0
29.06 SQ.FT.
-63.0
-71.2
-80.0
30.00 SQ.FT.
46.500
+80.0 I -80.0
15.82 SQ.FT.
+80.0 1 -80.0
17.60 SQ.FT.
+80.0 1 -80.0
19.38 SQ.FT.
+80.0 I -80.0
21.15 SQ.FT.
+80.0 I -80.0
22.93 SQ. FT.
+78.0
+80.0
-80.0
-78.0
24.70 SQ.FT.
+73.1
+80.0
-73.1
-80.0
26.48 SQ.FT.
+68.4
+77.3
+80.0
-68.4
-77.3
-80.0
28.26 SQ. FT.
+63.9
+72.2
+80.0
-63.9
-72.2
-80.0
30.03 SQ.FT.
+61.5
+69.5
+80.0
-61.5
-69.5
-80.0
31.00 SQ.FT.
48.000
+80.0 I -80.0
16.33 SQ.FT.
+80.0 I -80.0
18.17 SQ.FT.
+80.0 I -80.0
20.00 SQ.FT.
+80.0 1 -80.0
21.83 SQ.FT.
+80.0 I -80.0
23.67 SQ.FT.
+76.8
+80.0
25.50 SQ.FT.
+71.8
+80.0
27.33 SQ.FT.
+67.0
+75.8
+80.0
+62.4
+70.5
+80.0
+60.0
X67.8
•
-76.8
-80.0
-71.8
-80.0
-67.0
-75.8
-80.0
29.17 SQ.FT.
-62.4
-70.5
-80.0
31.00 SQ.FT.
60.0
33
$Or0
: 13o23
32.00 SQ.FT.
oak
OAK
4AVD7
ark
12/103
7114/73
Ralik:
Rakkeic
B
Raddmc
A
C edader
UPDATE DESIGN PRESSURES PER AST61E130022 AND NOTES.
OL EAN UP TABLE 1 DESCRIPTION AND HEADINGS.
CHANGE NOM 1 ANCHORING W/7N1112SCREWS
bier
1070 TECHNOLOGY DRIVE
NO1008415, FL 34275
P.O. BOX 1829
Nowa, FL 34274
c;
Visibly Bern.
•
• •
• •
• ••
• • •
••• • • •
FLANGED UNIT DESIGN P�ES5URPS: • • •••
AL UMINUM PICTURE WINIiQ147IMll4t e • • •
1 NTS 11 12 1 '1~1' 4259 -4 I B
PRODUCT � � Ftord.
Lung Code I
Acceptance Replication Ms �14
DIddea
ratoucr REVISED
o complying rdgr lie Florida
Reding Cade
Aeceplanee No
Date
. - ...:o.
• •
• •
• ••
budget Control
• ▪ • fr
•
NOTES: ® •'• • '•• • • •• • ••'
1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. • • • • • •
2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SUE LISTED IN TABLE 1, OR TO THE PRESStJIiE F ®R THE•SMALL£6
RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION.
Reader
TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS)
GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS)
B. 7/16" LAMINATED GLASS (3/16118, .090, 3/16HS)
C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS)
D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16118, .090, 3/16" HS)
WINDOW "Y" DIMENSION
WINDOW
"X' DIM.
GLASS
TYPE
49.000 A,B,C,D
AREA
54.500 ( A,B,C,D
AREA
60.000 ( A,B,C,D
AREA
65.500 1 A,B,C,D
AREA
71.000 1 A,B,C,D
AREA
76.500
87.500
93.000
96.000
Amid Br
F.K.
RawdB
FJG
F.K
Dot
4
Osfr
12116/79
7/14/03
A
B,C,D
AREA
A
82.000 B,C,D
AREA
A
C
B,D
AREA
A
C
B,D
AREA
A
C
B,D
AREA
28.500
+80.0 I -80.0
9.70 SQ.FT.
+80.0 I -80.0
10.79 SQ.FT.
+80.0 I -80.0
11.88 SQ.FT.
+80.0 I -80.0
12.96 SQ.FT.
+80.0 I -80.0
14.05 SQ.FT.
+80.0
-80.0
+80.0
-80.0
15.14 SQ.FT.
+80.0
-80.0
+80.0
-80.0
16.23 SQ.FT.
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
17.32 SQ.FT.
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
18.41 SQ.FT.
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
19.00 SQ.FT.
34.000
+80.0 I -80.0
11.57 SQ.FT.
+80.0 I -80.0
12.87 SQ.FT.
+50.0 I 410.0
14.17 SQ.FT.
+80.0 I -80.0
15.47 SQ.FT.
+80.0 I -80.0
16.76 SQ.FT.
+80.0
-80.0
+80.0
-80.0
18.06 SO. FT.
+80.0
-80.0
+80.0
-80.0
19.36 SQ.FT.
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
20.66 SQ.FT.
+80.0
-80.0
+80.0
-80.0
+80.0 -80.0
21.96 SQ.FT.
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
22.67 SQ.FT.
UPDATE DESIGN PRESSURES PER ASTM E 1300412 AND NOTES.
CLEANUP TABLE 2 DESCRIPTION AND HEADINGS.
CHANGE NOTE 1 ANCHORING WITH SW SCREWS
39.500
+80.0 I -80.0
13.44 SQ.FT.
+80.0 I -80.0
14.95 SQ.FT.
+80.0 I -80.0
16.46 SQ.FT.
+80.0 1 -80.0
17.97 SQ.FT.
+80.0 I -80.0
19.48 SQ.FT.
+80.0
-80.0
+80.0
-80.0
20.98 SQ.FT.
+80.0
+80.0
-80.0
22.49 SQ.FT.
+78.0
-78.0
+80.0
-80.0
+80.0 -80.0
24.00 SQ.FT.
+74.0
-74.0
+80.0
-80.0
+80.0
-80.0
25.51 SQ.FT.
+71.9
-71.9
+80.0
-80.0
+80.0
-80.0
26.33 SQ.FT.
1070 TECHNOLOGY ORNE
NOKOMIS, FL 30270
P.O. 01;0 11029
NOKOMIS, FL 30274
45.000
46.500
+80.0 I -80.0 +80.0 I -80.0
15.31 SQ.FT.
15.82 SQ.FT.
+80.0 I -80.0 +80.0 I -80.0
17.03 SQ.FT.
17.60 SQ.FT.
+80.0 I -80.0 +80.0 I -80.0
18.75 SQ.FT.
19.38 SQ.FT.
+80.0 -80.0 +80.0 I -80.0
20.47 SQ.FT.
21.15 SQ.FT.
+80.0 I -80.0 +80.0 I -80.0
22.19 SQ.FT.
22.93 SQ.FT.
+79.3
-79.3
+78.0
-78.0
+80.0
-80.0
+80.0
-80.0
23.91 SQ.FT.
24.70 SQ.FT.
+74.5
-74.5
+73.1
-73.1
+80.0 -80.0
+80.0
-80.0
25.63 SQ.FT.
26.48 SQ.FT.
+70.0
-70.0
+68.4
-68.4
+79.1
-79.1
+77.3
-77.3
+80.0
-80.0
+80.0
-80.0
27.34 SQ.FT.
28.26 SQ.FT.
+65.5
-65.5
+63.9
-63.9
+74.0
-74.0
+72.2
-72.2
+80.0
-80.0
+80.0
-80.0
29.06 SQ.FT.
30.03 SQ.FT.
+63.0
-63.0
+61.5
-61.5
+80.0
-80.0
+80.0
-80.0
30.00 SQ.FT.
31.00 SQ.FT.
NOTES:
1 ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT UNIT IN TABLE 2
FTL -3835
FTL-3835
FTL -3850
FTL -3850
48.000
+80.0 I -80.0
16.33 SQ.FT.
+80.0 i -80.0
18.17 SQ.FT.
+80.0 I -80.0
20.00 SQ.FT.
+80.0 I -80.0
21.83 SQ.FT.
+80.0 I -80.0
23.67 SQ.FT.
+76.8
-76.8
+80.0
-80.0
25.50 SQ.FT.
+71.8
-71.8
+80.0
-80.0
27.33 SQ. FT.
+67.0
-67.0
+75.8
-75.8
+80.0
-80.0
29.17 SQ.FT.
+62.4
-62.4
+70.5
-70.5
+80.0
-80.0
31.00 SQ.FT.
+60.0
-60.0
+XS •
-11 •
+71.2
-71.2
+69.5
-69.5
+13o.o .: -8a.0
oicto •
•
• •
• •
• ••
• •
s •
• ••• • •••
• • • • • • •
2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR -we SMAL LEST•
SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. • • • • • • • •
3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE
FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11.
Rawl* DM Rada=
Bch
INTEGRAL FIN UNIT DESIFN P.RE$S1iaS
,. • • • • • • •
ALUMINUM PICTURE WINDOW !MFAU? •
Virally Better
a,d,alibid acre lamb
.asfbRa. Ree
PNW7771 I NTS 1 6 12 I 4259-4 B
a
PRODUCT RENEWED
as candying with the Rlerlds
Bedding Code
N•09 -l1I2• /0
Espbatlas D•Rr •1 le IAA/
By Woo
Mani Dd•
Weldon
PRoDucr REVISED
eompr,/•gwlulreNeils
Adding Cade
Ezpkition
•
. •
• •
• ••
,4[i.I o
06
••• •
• • •
• • •
• •
.
•
• pmt L Clark, P.E.
PE 039712
Strtmd881
2.784'
SC
1
O
REWED CORNER ASS'Y
(FLANGE FRAME)
Ogg
4/4/07
RWas
B
NO CHANGE 7H1S SKEET
tt.• f
Rodeos
A
tb•r•eex
(
ALONG
ENTIRE
JOINT
NO CHANGE TH S SHEET
KEYED CORNER ASS'Y
WELD (FLANGE FRAME)
ALONG
ENTIRE
JOINT
WELDED CORNER ASS'Y (FLANGE FRAME)
10707EC2010LOOYDANE
NOKOMIS. FL 34275
P.O. BOX IKO
NOM . FL 34274
ALONG
ENTIRE
JOINT
MAX.
WINDOW
HEIGHT
MAX.
DAYLIGHT
OPENING
INSIDE
• • •
• • • •
•• • • •
• • • •
• • • •
•• • •
• ••• •
• • • • • • •
VERTICA��SECTIQN E.
(FLANGE FRAME)
••• • • • • •••
SECTIONS & CORNER AS4Y, &LAA VO:
ALUMINUM PICTURE WINI:614 7A7CICT • . :0
saaume ' arc ttaaa oa++vw. tan
Frow7o1 I H 7 d 12 4259 -4 B
PRODUCT DEN LIVED
as complying with the Florida
Bidding Cale
Acceptance No aBr- ill Z. 10
Eapin loa Dataill.4420111
.1.
Mlaral Dole
Diddaa
PRODUCT REVISED
a comply* with ale Odds
&Mtn Code
Acceptance
Ik :7 ;111:Ia
1
• • / 7
•
•
. iy/
•
Robert L Clink P.E.
PE 9112
Structural
MAX. DAYLIGHT OPENING
MAX. WINDOW WIDTH
HORIZONTAL SECTION
FLANGE FRA O
0 III Ill
r _ 2.784'
2.784"
Rawl* Dee
F.K 4FbV7
R. o.e
RK 12115/03
Dam w Ewa
F.K 7/14/03
Rawkam
5
la■w•.r
A
ALONG
ENTIRE
JOINT
SCREWED CORNER ASS'Y
(INTEGRAL FIN FRAME)
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
� I
OUTSIDE
MAX. DAYLIGHT OPENING
MAX. WINDOW WIDTH
HORIZONTAL SECTION
(INTEGRAL FIN FRAME)
KEYED CORNER ASS'Y
(INTEGRAL FIN FRAME)
ALONG
ENTIRE
JOINT
WELDED CORNER ASS'Y (INTEGRAL FIN FRAME)
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1803
NOIWING, FL 34174
ALONG
ENTIRE
JOINT
c.
°.�
SECTIONS, ...
• • • • • •• . - •
ECTIONS, INTEGRAL FIN; ! • * • • ,.< . ... .. • .
ALUMINUM PICTURE W! I�'IMIPAC1 • •" . • ••
.•eF..e
1
PW.701
MAX.
WINDOW
HEIGHT
MAX.
DAYLIGHT
OPENING
2.784"
m
0
..
• •
•• •
... ..
• •• • •••
• • • • • •
VERTItAL;S56T4O4 •
(INTEGRAL FIN FRAME)
ommersz
8 d 12 4259 -4
INSIDE
• •
•
• • •
• • ••
•
• •
PRODUCT RENEWED
as complying with the Florida
Raiding code
Acceptance o H 17./0
''x ',0
Ds
tea
de
Oivisio.
PRODUCT REVISED
me complying with tie illehb
Bidding Code
Aompts=No 11 • -
Dote
i/ ... f1
••• •
• • •
• • •
•.
. .••
•
/7
L Clink P.E.
PE 039712
Stns4urel
ITEM
DESCRIPTION
1
2
7
8
10
11
12
13
14
15
17
18
20
21
22
Raw lax
F.K
F.K
F.K
.050"
DWG NO.
4256A
4253
1155
4255
4254
1224
4224
4262
PART #
64256
64253
781 PQX
64255
64254
6TP247
64262
.970" 1
MAIL: 6063 -T5
DWG NO. 4255
ITEM 10,
7/16 LAMI GLASS BEAD
INTEGRAL FIN FRAME HEAD, SILL & JAMB
FLANGED FRAME HEAD, SILL & JAMB
#8 X 1 QUAD PN SMS STAINLESS STEEL
SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT
SEALANT OR EQUAL
7/16 LAMI GLASS BEAD
1 1/16 LAMI I.G. GLASS BEAD
VINYL BULB WEATHERSTRIP (THICK)
INSTALLATION FASTENER COVER
DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT
DOW CORNING 995 SILICONE STRUCTURAL SEALANT,
BLACK
7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT
BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB
INTERLAYER - 3/16" HEAT STRENGTHENED
1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED
OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090
DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER - 3116" HEAT STRENGTHENED
ARCHITECTURAL CORNER KEY
7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090
DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM
PVB INTERLAYER - 3/16" HEAT STRENGTHENED
1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED
OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT
STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX
KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT
STRENGTHENED
.346" —•^I
.975°
ITEM 11
1 1/16 LAMI I.G. GLASS BEAD
MTh: 6063-T5
DWG NO. 4254
.050"
RAF Ua r
8
larikkar
A
ti"o"dap
4/4107
(tnadth:
wry
12'15103
Daier
7/14/03
Daly
NO CHANGE THIS SHEET
NO C HANGS THIS SHEET
Dor
1001E HNOLOOYDRIVE
NOKOA#3 FL 34278
P.O BOX MS
NOKOMIS, FL 34274
1.875"
Pi GT_
.062"
2.784
DWG NO. 4253
ITEM 1, INTEGRAL FIN FRAME
MATE: 6063 -T5
DWG NO. 4256A
ITEM 2, FL/Vida) F.Itsaild
MAIL:0063 -i'5 •
•
••• • • • • •••
EXTRUSION PROFILES & !ARTS LI¢t • •
Tim ALUMINUM PICTURE WI • Qt yi M P .ACJ ' .
aaaaatad t BdYr °.a•tta t tra
PIM1�7or I Ht4LF, atse
9 a 12 4259-4 �B
PROeUt. ae.■tk%
as complying with the '.,aura
Binding Cade
Acceptance NoO.fl- 1112.
Eapisatbo Date
Illtbkos
PRODIICT REVISED
as p(yiny thettYh Flwirtt
Raiding Cob
Acceptance
••• •
•••
• ••
• ••
• • •
•
•
• •
• • • • , Clark. P.E.
PE #39712
Struchuel
O,
Reid
Bp
F.K
Tame Be
FJC
F.K
.131" DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5" O.C.
WOOD BUCK OR FRAMING
INTEGRAL FIN DETAIL A
1/4" MAX.
I SHIM
WOOD ANCHOR
(SEE NOTE 2) A
1 3/8" MIN.
EMBEDMENT
INTEGRAL FIN DETAIL B
1/4" MAX.
SHIM
1
2x WOOD BUCK
(SEE NOTE 3)
1 3/8" MIN.
A EMBEDMENT
CONCRETE ANCHOR
Ff ED DETAIL
NOTES: ®
1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8"
MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE
EDGE IS 1 3/4" MIN. 17 OW • s •
2. FOR WOOD APPLICATIONS IN- MIAMInBADE UNTV, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE- FLOC •
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN't 1{2 ";1$ VgOG12 ' •
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2x AIR 1/2' TMCK'OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
c JURISDICTION.
4. OR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMURII QF 1�8" TH i� TI jE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME:SIMILAn Tt0 IPIl1T $yOWI1 III
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGA &ERAENT INTO`THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED.
or
WOOD ANCHOR
(SEE NOTE 2) A
1/4" MAX.
SHIM
T
tt."
4/4V7
was
12.115
/14103
R
CONCRETE ANCHOR
(SEE NOTE 1)
1/4° MAX.
I SHIM
• • '� SEE NOTE 1 FOR
• o ° • . .
EMBEDMENT • . .. •
, X 3.5 KSI MIN. CONCRETE
FLANGED DETAIL D (SILL ONLY)
REVISE AND UPDATE ANCHORAGE PER CURRENT FOC
CHANGE NOTE 1AND FASTENER SPACING
1070 TECHNOLOGY DRIVE
NOKa= FL 34273
P.O. Bt;1)t 1518
NOKOMIS, R. 34274
FLANGED DETAIL
SEE NOTE 1 FOR •
® EMBEDMENT:• • • : a
c;
Visibly Batter
(SEE NOTE 1)
1/4" MAX.
I SHIM
1
1x WOOD BUCK
..: (SEE NOTE 3)
3.5 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
• • • • . .
•
•
ANCHORAGE - HEAb, $ILL A117D ;ATIMS:
Mar
ALUMINUM PICTURE bi✓VA W,_IMPAFT; • •
6awt.dr: • ae. tssc
PW-701
I 4259 -4 I B
NTS 10 X12
rs. -
2
PROtMJCl Kuvti:
as emptying with the MAO
Biding Cate
Acceptance No ag -I1 (2.16
Expiration Date air( 1
By 15 L � 1. L � LB. A apt
Mimi Dais
111eDECEREM u
as Mk Rodin
•
2x WOOD BUCK
(SEE NOTE 3)
S ;7( (se. Lk
TABLE i. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE
ANCHOR -
TYPE
v
WINDOW 'Y' DIMENSION
4.
1
4.
DIM.
X
Y
X
Y
X
Y
X
Y
Y
XY
XYXYXY
XYXY
XYXY
XYXYXY
XYXYXY
X
Y
49.0'
9/£Z11
Z/L L 1
9/6211
1 01 1
8/£ZL1
Z/1 Et
8/£ Et
4/1 8
8/£ El
1 a/£ et. 1
11. 1
e/6 Z11
I LL 1
1
11 1
1 818 Z1 1
1 91/8 61
1 8/£ El.
9116 61
1 8/£ et. 1
1 91/661
8/£Z11
I LL
I±12 3/8 1
11 1
9/6 EL 1
1 ll
9/£ZL
Z/1 1.1
I 9/£EL1
1 Z/1 11 1
I8e Z11
IZ /L 11
19/£Z11
I z1 1
1 we z1
1 Z1 1
1e/ezL1
Z1 1
54.5°
8/9 01
Z/L
8/9 01
1 OL
8/9 01
1 Z/L Zl
1 9/901
P11 9
9/5 01
18/5
1 1 1 1
1 9/5 01
11
1 8/9 O1
11 1
1 9/901
91/8 6 1
8/901
1 91/881
9/5 01 1
91/6 6 I
1 9/9 01
1 11
10 5/8 1
11 1
1 9/9011
I L 1
1 9/5011
1 Z/111
1 8/5011
Z/1 111
1 8/401
Z/1 11
105/8
1 Z 1
1 8/ 01
1 zi 1
1105/8
1 Z
60.0'
El.
Z/l
El
1 01
EL
1 12 1/2
EL
4/1 9
Et
Zl
1 11 1
1 Z L
11 1
1 Z1 1
1 11 1
1 z
aye 6
1 Z
1 91/6 6 1
z4 1
191/£61
1 8/5 6
1 LL
1 et.
1 11 1
1 e/5 6 1
L 11
1 e/5 6
en 111
rzi
1Z/111
1 8/9 6
1Z/L 11I
1_ 8/5
I z1
F Zl 1
I z1 1
L 8/9 6
z 4
65.5"
4/E 01 1
Z/1 L
4/£ 01
01
4/£ 01 1
en 1
1 4/£ 01
4/1 9
4/6 01
1 4/8 01
'11 1
4/£ 01
r 11
1 4/£011
1 11
1 4/£ 011
1 91/6 6 I
10 3/4 1
1 91/6 6
1 4/S 01 1
1 91/6 6 1
91/91 9
1 11
Li 3/41
11 1
4/E011
11
91/518
1 Z/L 11
10 3/4 1
1 En 11
1
WE 01
Z/L 11
1 91 /91 9
EL
4/£01
'El 1
1 4801
EL
71.0'
91!£1 141
Z/L L 1
91/£1 111
01 I
91/61 111
Z/ Z1
91/£1 11
4/1 9
91/6114
91/£1 111
1 11 1
19181 11
1 11_
191/£1
1 41
1 9/1. 6
19N£6
191/£1 11
1 91/6 6
1 8/1. 6
1 91/8 6
1 8/1. 6
1 11
191!£ 1 11
1 11
1 9/1. 6
1 11
1 9/1_6
1 en 111
191/61 11
1 Z/1 41
1 8/1. 6
1 Z/1 14 1
1 91/1. 9
I et. I
19181 11
1 Z
1_ 9/1. 6
I Z
76.5'
48 011
Z/l L 1
4/£ 01 1
O1 1
48 01 1
1 12 1/2
4/£ 01
4/1 9
4/£ 01 1
1 48011
1 1 1
1 4801
11 1
4/6 01 1
L 1
4/1 8
1 91/66
4/8 01
91/6 6
1 48011
1 91/8 6
4/1 6
LL
4/£ 01
11
4/1 6
11
1
Pit. 6 1
1 Z/1 11 1
48
1 Z/1 11 1
4/1 6
1 Z/L 11
4/1 6
1
El I
4/£ 01
Z
4/1 6 1 1
El
82.0"
91/11 111
Z/L L 1
91/11 111
01 I
91/11 111
Z/1 EL
91/11 11
4/1 9
91/11 11
191/11 11
1 11
191/11 11
1 1L I
191/11111
1 11
1 01
1 91/6 6
191/11 11
181/£6
I 01
61
1 4/£ 81
1 LL f
[91/11 11
1 11 1
1 04
14 1
1 WE 9
I ZI1 11
191/11 11
1 E/1 11
I 4/£ 9
1 Z/1 11
1 WE 8
I et.
191 /11 11
I et
1 4/6 9
I et
87.5'
9/9 El 1
I1 i 1
[ 12 5/8
01 I
8/9 EL 1
Z/L ZL 1
1 9/5 EL
1 4/191
1 8/5 Z11
191/£1011
1 41 1
I a/s et. 1
1 11 1
191/61011
1 L 1
191/1
181/£6
1 e/5 z1
191/£6
1013/161
8 7/16 1
Ian
91/£4 01_
1 11
1 91/1 6
1 11
191/1. 8
1 zn 11
191/£1
1 Z/1 1.1
91/1. 6
1 en 1 J
87/161
1 J
191/61 ot
I Z9
1 91/1 9
Z1
93.0'
9/9 11 1
zn 1. 1
9/9 11 1
01 1
9/9 111
en et.
8/5 '41
4/1 8
8/9 11
10 1/8
1 11 1
1 9/9 11
11
1 9/5 11
1 11
1 91/8 8
8/5 111
91/661
1 8/101
r 91/£ 6 1
9/9 11
11
1 11 1
8/1
ZIL LL
8/4 11
Z/1 1 1
1 Z/1 11
9/1 9
1
e1
I 8 /101
El
1
a,
EL
98.0'
O.C.
ZL
Z / L L 1
ZL 1
01 1
1 1
zit z1
z4 1
1 4/181
it 1
10 1/2 1
11 1
1 1 I
1 I
z/L 011
11 I
a/£ 6 1
WE 6 1
Z I
1 9N£61
10 1/2 1
M
87/181
1 ll 1
1 Z/1 011
L 1
1 8/£81
1 1 I
8 7/16 1
1 z111I
Z/1 01.1
1
en 11 1
1 94/1 9
1 2/1 11 1
1 91/1. 8 1
I Z I
L Z/4 011
1 Z1 I
1 8 7/16 1
L Z1
NOTES:
1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS:
MAX ON- CENTER (O.C.) "X' AND DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE)
MAX. 81/2' FROM CORNERS
°Y°
DIM.
•° ... _ - • •
•
• • •
• • •
•
•• ••• • • • • • •
• ••
• • •
• • •
2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: ' • • "04•15ikA. : •
FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER
DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER.
••
•.
•
•
• a
• •
• •
• •
•
,AkICHOR TYPES:
2 STEEL SCREW (G5)
2. #14 STEEL SCREW (G5)
3. 1/4° ELCO TAPCON
1/4' ELCO SS4 CRETEFLEX
• . 5/16° ELCO TAPCON
PRODUCT RENEWED
BMdtat Cede the Model
Acceptance No_calLialO
asorsplylag wiflt w
itagamme N•
Dia
a er•y
Rendlac
FJC
RaysI•k
4ea
Oak
4/4107
Data
Drowsy
FJL
ora
7/14!03
Rotiotexe
9
!acres
Ixral•OW
WV/SHEET
Dar
1070 TECHNOLOGY DRIVE
NOKOW3, FL 34278
P.O. BOX 1529
NOKOMS R.34274
Pic"
Visibly Better
ANCHORAGE, Wd¢b 4 ; • ;
.
• • • • • • • ••
ALUMINUM P/CTU,l Lt7ff QW,AIRACT: • •
arrerae orr sere atisbp> re
PW-701 I NTS 1 11 d 12 4259-3 B
Robert L awk, P.E.
PE 439712
Skuc4ual
TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE
r
ANCHOR TYPES: '
WIND.
ANCHOR
1TYPE
Iv
WINDOW "Y" DIMENSION
1. #12 STEEL SCREW (G5)
#14 STEEL SCREW (G5)
15.0"
20.0"
25.0"
28.5"
30.0"
34.0"
39.5'
45.0'
46.5'
48.0"
i■
Il
Bh1 /4' ELCO TAPCON
1/4' ELCO SS4 CRETEFLEX
5.5/16' ELCO TAPCON
DIM.
'
)
'
)
49.0'
9/E Z1.
L
9/E Z1
[ 01
8/£ 01.
Z/1 9
[ 81£01.
Z/1. 0 1.
[ 4/1 6
[ 411 8
( 8/£ I.
4/1.
4/1. 6
_
8/£ 01
4/1. 6
I 1.1
1 9/£04
1.1
9/£ Z1.
1 11
7 7/16 1
91/£ 6
1 8/EZL
I 91/£ 6I
etc Z1
91/0 6 I
94 /L L I
4!1. 9 I
9/£ZLI
1.1. I
etc Z4 I
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1 7 7/16
9/9 8
8Z1
Z/1 it. I
9/£ ZL I
Z/L 11. I
1 7 7/18
WI. L. 1
8/£ Z1 I
Z1 1
801 1
Zl (
54.5"
0.C.
815 01
I Z/1. L
10 5/8
I 01
18/901.
0/1.9',
1 9/901
12 1/2 1
9/901
4/1. 8
9/5 01
411. 9
( Z/1. 9
CO
9/901
0 •
V1 9
8/901
11 1
9/901
1 1.4
Z/1. 9
91/0
9/9 0LI
91/0 6 1
9t901I
91.1E 6 1
8 / L L I
4/1 9I
919 011
11 I
9/9 ca I
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9/1 L 1
815 8
8/9 01 I
Z/1 1.1
9/9 01 I
Z/1 111
8/1 L 1
4/1 L (
8t5 cu. I
ZL 1
8/9OL
Z1
60.0"
I Z1
Z!1 L
ZL
I 01
9/9 6
Z/L 9 !,
01.
12 1/2 1
9/9 8
4/1 8
I
01
411. 8
8/6 6
I Z1
11
01.
11
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1.1.
( 91/£61
01.
91/£6
ZL
91/£ 6 I
1 8/1. 9 I
91
8/5 6 1
11 I
ZL I
LL I
9/1. 9 1
8/9 8
9/6 6 1
Z/L LL I
Z1 I
Z/l 1.1. I
9/1.91
4/1 L (
8/9 6 1
Zl (
1 I
Z1. 1
65.5"
I 4/£01
I Z/1 L
1 4/£ 01
I O1
1 4/£01
1 011 9
14/£01
12 1/2 1
91/918
4/1 8
1 4/£ 01
I 411 8
1 91/919
>
I 4/E01
co
1 91/11 L
I 11
1 4/£ 01.
I 11
1 4/£ 01
I 11
191 /1.4
1 91/£ 6
1 4/£01
1 91/0 6
WE 01
91/£ 6
91114 9
4/1 8 1
P10 01 I
11 I
4/0011
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91 /1.L 9 1
9/6 9 1
4/E 01 I
Z/1. 11I
1 10 3/4
11
91 /11. 9 1
P11 I
4/£ 01 I
1 I
4/£ 011
ZL I
71.0"
191/£1 1
91 /E1. LL
I cu.
19/1 6
I Z/1. 9
191/£1 11
I VI Z1
8 7/16 1
4/1
191/01 11
I P11 8
8 7/16 1
191/01 14
8 7/16 1
1 1.1
191/£1. 11
I 11.
191/01 14
I 1.1.
I etc L
1 91/0 6 1
1 8/1. 6 I
1 91/0 6 1
11113/181
1 91/£ 6 1
1 91/6 9 1
4!1 9 1
8/1.6 1
1.1 I
91/01 1.11
11 I
91/6 9 1
9/991
9/L 6 1
V1. 11 1
91/01 11.1
Z/L 11 I
91/6 9 1
4/1. L I
9/1.8 1
ZL 1
91/£1 L1.
ZL (
I PRODUCTREttcti•UD
ga wp ®mc Fb�lds
� z i 4
76.5'
103/41
Z/l L
4t£01,
01.
1 4/0 01
Z/1 9
4!£01
12 1/2 1
411. 6
411. 9
4/£ 01
411
91/18
4/001.
91/1 9
1 11
4/£ 01
1.1 1
WE OL
11
1911£
191/£61
we O1. I
94/£ 6 I
4/£ 011
91/0 6 1
0/19
411 8
4/16
11
4t£01
11
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8/9 9
4/1. 6
Z/1 11
4/£ 01
Z/L 11
Z1 9
4!1 L
4/1 6
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4/£ 01 I
ZL I
82.0'
191 /14 LL
I Z/1. L
91/1.1 11.
I 01
I 01
I Z/1. 9
191 /14 44
12 1/2 1
14/£ 8
1 4/1 8
191/14 111
1 4/1 8
[ 4/£ 8
191/14 14
191/01
1 L1.
91./11 11
1 11 . 1
9141.111
1 11.
91/E 6 1
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91/0 6 1
91/14 111
91.1£ 6 1
4/1 9 /I
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L1. I
91/14 141
11. I
8/£ 9 I
18/9 1
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Z/1 11 I
91/14 141
Z/1. LL I
8/1.
4/1.
4/£ 9
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91/14 14
Z1
ems..
87.5'
0.C.
12 5/8
Z!4 L
8/9 01 1
1 01
91/1. 6
( Z/1 9
9/6 01
12 1/2 1
91/1.8
4/1
12 5/8 1
4/1. 9
8 7/16 1
a3
12 5/8 1
cn
91/6 L
1.1
1013/161
1.1
12 5/8 1
1 L1.
1 9/1. 9
1 91/£6
8
191/£61
1 12 5/8
- 91.1£ 6 1
9115 9
'4 /1 8j
91/1. 6 1
11 I
9/6 Z1.1
1.L I
91/9 1
9/6 9 1
91 /L 6 1
Z/1 11 I
9!5 Z1 I
Z/1 14 I
9L/£L 5 1
4/1 L I
91.11. 8 1
Zl I
8/5 Z1.
El I
93.0"
9/5 1.1
I Zt1 1
8/5 1.1
1 01
10 1/8 1
VI 9
I 9/9 11
Z/1 Z1
411. 9
8/5 11
4/1 8
8/1 8
8/9 11
1 8/£ 1.
11
8/5 1.LI
1.1
1 8191.1
11
141091
91/0 6
1 8/1. 01 1
91/0 6 1
9/9 11
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4/1 9 1
1.1.
9/9 1.1
11 I
91/£191
9/9 9]
Z/L LL I
9/9 14 1
Zl1 1.1
91/£151
4/1 I
Z1. I
9/6 14 1
Zl 1
PRODUCT REVISED
asaaept}ta3with lbc Florida
���
loo 0- 0
a.�, :....Date :±p D9
1/�
96.0'
O.C.
I Z4
1 Z/L L
I at
01
1 8/£6
1 Z!1. 9
1 Z1.
r ift ZLI
I94/L 8
1 4/1 8
I at
4 /1.
E11':
w
I at
w
7 11/16
I 11
10 1/2
I 11
r Z4
1
14
1 Z/1. 9 1
1 91.106
1 Z/1 01 1
91/£ 6 1
ZL
91/06
m
4/1.9
9/0 6
11 1
LL
m
9/9 9
8 7/16
Z/1 u. I
Z4 I
Z/1. L1. I
B/9 9 I
4/1 L 1
8 7/ 16
ZL I
Z1 I
Z4 I
NOTES:
7
:••
• • •
•
• •.• • ••• •••
- • • • •
•
•
•
1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: •
MAX. ON- CENTER (0.C.) "r AND 'Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM.
MAX. 81/2" FROM CORNERS
L Clink. P.E.
PE x/12
Structural
2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR • • • •
CHOR
F,..--E-E-.- +'X. DIM.
•;-•- ; :1 ANFIND
SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AID USE - 11-1E OA- CENTETI .
DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER
Road OF
el
Mil
Reiskoe
1070TEQ07OLOGYORNE
NOKOI R. 34276
P.O. . ecvc 1 �
!NOl A 34274
Visibly Behr
ANCHORAGE, CdtLbt �1I8.'�TkAYL~ :
• • • • • • •
kE �hHIPf9�P • •
&
(yEyy$}lEE7
ALUMINUM
Pwm1
PICT(
I NTS 1 12
fNDO'.
4 12
%
4259 -3 II
;
crrc
MIAMI•aADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO).
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLOM:W.3113(0563
(305) 375 -29W FAX -2908
ww;AbuildingcoglegnliQe.com
r10t(t K
■ •
•
•
•• •
• • • • •
•
•
SCOPE: •• •• •• • •
This NOA is being issued under the applicable rules and regulations governing the use of b8 auction materials. •
The documentation submitted has been reviewed by Miami -Dade County Product Contr& Division atuI a .adapted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other'azens where allowed by
the Authority Having Jurisdiction (AHJ). •
••••
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped
Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05/03/06, prepared by POT Industries,
signed and sealed by Robe L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with
the Notice of Acceptance tuber and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RAT G: Large and Small Missile Impact
LABELING: Each unit s bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 04 and consists of this page 1 and evidence pages E -1 and E -2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P.E.
NOA No 06- 0125.08
Expiration Date: June 28, 2011
Approval Date: June 08, 2006
Page 1
•
••
•
•
PGT Industries
A. DRAWINGS
1. Manufacturer's die drawings and sections.
B. TESTS
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E -1
....
•
• • • ••••
• ..
2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tam Cliplied ..•
Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revisionrti en 05/03/06,
prepared by PGT Industries, signed and sealed by Robert L. Clatlt'P.E • •
...
.. •
• • • ..
...• .. •
1. Test reports on 1) Uniform Load Static Air Pressure Test, per 1 c § •1AS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94 •
3) Cyclic Loading Test, per FBC, TAS 203 -94 :••• '. •
along with installation diagram of a pair of fixed aluminum winws (00 • , , , , •
configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2902, dated
01 /05 /01, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 04- 0528.06"
2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 -94
along with installation diagram of a pair of fixed aluminum windows
(OOconfiguration) 80" x 76" mulled together with a lx 4 x std. wall mullion,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2903,
dated 01/05/01, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 04- 0528.06"
. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed
along with installation diagram of a pair of fixed aluminum windows with a
transom lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical
and a2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL - 2975, dated 01/23/01, signed and sealed
by Antonio Acevedo, P.E.
"Submitted under NOA# 04-0528.06"
C. CALCULATIONS
1. Revised Anchor Calculations and structural analysis, complying with FBC -2004,
prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark,
P.E.
Jaime D. • : n, P.E.
Chief, Product Control Division
NOA No 06- 0125.08
Expiration Date: June 28, 2011
Approval Date: June 08, 2006
•
•
•
•
• •
• .
• •
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE •
• • ••••
1. Miami Dade Building Code Compliance Office (BCCO). • • • • • ..
.•
•. . •
F. STATEMENTS •
1. Statement letter of conformance, dated 01/23/06, signed and s eCl lly Roberti.. • •
Clark, P.E.
2. Statement letter of no financial interest, dated 01/23/06 and se2rJ by Robett .L,
Clark, P.E.
•
E. MATERIAL CERTIFICATIONS
•••• • • •
1. None. • •••• • •
• ••
G. OTHER
1. Notice of Acceptance No. 04-0528.06, issued to PGT Industries for their 2" x
Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/04 and
expiring on 06/28/06.
2. Letter from consultant dated 04 /21/06, stating that the product is in compliance
with the Florida Building Code (FBC).
E -1
Jaime D. n, P.E.
Chief, Product Control Division
NOA No 06- 0125.08
Expiration Date: June 28, 2011
Approval Date: June 08, 2006
• •
r
� ,_ �
.i/ l,i
/
1.
Mt
M2
F —Wi--1--W2
w
ANCHORS DETAIL "B"
C" OR D" AT BOTH
ENDS AND AT BOTTOM
H
MULLIONS
W = WI -1-W2
H = H1 +H2
(2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5
M1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR W1 +W2
MULL LENGTH = H1
ANCHORS DETAIL A
ANCHORS DETAIL A
h
1
i
W
---W 1 1 W2 l W3--
W
W = WI +W2 +W3
H = H1 +H2
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5
M3) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2 +W3
M4) MAX OPENING = W1 +W2 OR W2 +W3
MULL LENGTH = H1
NOTES:
1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER
TO SHEETS 2, 3 AND 5.
2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A
MAXIMUM OF (7) UNITS.
3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS.
4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975.
ANCHORS DETAIL "B",
C" OR 10" AT BOTH
ENDS AND AT BOTTOMS
1
ULLIONS H
ANCHORS DETAIL "B",
"C" OR "0" BOTH ENDS
ANCHORS DETAIL "B",
---W1 1 W2
W
W = W1 +W2
(2) WINDOWS MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5
MAX OPENING = W OR W1 +W2
GTH = H
TO BE USED ONLY WI?4 4G IINB WSfRI�"S•Pf�ODUCTS • • 719104 1 E • ANCHORAGE
C G THIS SHT
•
INDUSTRIES
• •
• •
•
•
••
1070 TECHNOLOGY
NOKOMIS. FL 34273
P.O. SOX 1529
NOKOMJS FL 34274
•
IP IN
MULLIO
Re nt :
Relidatr:
F.K.
53/06
Drown By:
P.J.P. 48/00
H = H1+ H2
(1) WINDOW MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5
MAX OPENING = H OR H1 +H2
MULL LENGTH = W
• •a • • • • • • • •
V" l;It/Y :WALL
fILUMINUM• TUBE• CLIPPED MULLION
sere /MOaeE
MULLS
Soar
NTS
Sheet
1 a 5
ULUON
Drawing No.
6223
• • • • • • • •
• • • • • •• • • • • • •
• • • • • • • • • • • • •
• • • •• • • • • .• • ••
••• • • • • • •• • •
PGT 2x MULUO
MULLION CLIP. CUT
FLANGES OFF CLIP
TO FORM A
"U" CHANNEL AND
INSTALL AS SHOWN
PGT 2x MULLIO
FOR 2" MULL 1
TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A"
PGT 2x
MULLION
2" MULL=1"
2 MIN.
4(T1P
1 (TYP
W000
BUCK 210 I
1 1
MIN.
MIN.
" OR 6"
1--4° OR 6 °--I
TYP CAL MULLION TO STRUCTURE WITH
WOOD BUCK. DETAIL "6"
#12 FH SMS PGT 2x MULLION
STAGGERED ON
OPPOSITE SIDES
(50 AS NOT TO
INTERFERE WITH
EACH OTHER)
SEE NOTE 3
#12 SCREW,
SEE NOTE 3
#12 FH SMS STAGGERED
ON OPPOSITE SIDES (SO
AS NOT TO INTERFERE
WITH EACH OTHER)
SEE NOTE 3
#12 SCREW,
SEE NOTE 3
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE
COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF
ANCHORS TO CONCRETE EDGE IS 2 1/2". ELCO 1/4" SS4 CRETE -FLEX
ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS
INCREASED TO 1 3/4".
2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE -FLEX MASONRY ANCHORS MAY BE
USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS.
3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR
LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO -CUP
TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING.
(MINIMUM OF 2 SCREWS PER CUP)
4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL
REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO
CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND
PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION.
5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975.
PGT 2x MULLION--
WOOD BUCK
REMOVED TO
CONCRETE
0g
2h(TYP)
Robert L Clark. A.E.
PE #39712
Structural
WOOD
[BUCK
2 MIN.
1 MIN. •
INDU ES
•
• •
• •
1070 TECHNOLOGY MVP
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
WOOD BUCK
TYPICAL MULLION TO STRUCTUR WITH WOOD
BUCK REMOVED FROM CONC.. DETAIL "C".
#12 FH SMS STAGGERED ON
OPPOSITE SIDES (SO AS NOT
TO INTERFERE WITH EACH OTHER)
SEE NOTE 3
1/4" TAPCON, SEE NOTES 1 & 3
TYPICAL MULLION TO STRUCTURE WITH
WOOD BUCK AND CONC. DETAIL "D"
TO BE USED ONL9 • wm - t f 1:mN XIS1 ?IES sODUCTS
• Reid
• F.M• •
• • F, �
0,uwn 1
P.J.P.
AvoORAGE
Rovishoner C G THLS SHT
#12 FH SMS
STAGGERED ON
OPPOSITE SIDES
(SO AS NOT TO
INTERFERE WITH
EACH OTHER)
SEE NOTE 3
1/4" TAPCON
SEE NOTES 1 & 3
48/00
Hei'(Y WALL, . INSTALLATION DETAIL
2 uMgiGM %t'UBL' •P2L7PP'ED MULLION
Rev:
C
Soras/1bGet Some: Shoot Drowsing No.
•••
MULLS • • NTS • 2 o 5 6223
• • •
• • •
• • • •
• •• ••
• •
•••
• •
• •
•
• • •
• • •
• • • •
• •• ••
0 00 • •
2" MULL CLIP
EXTRUSION DWG #513
2" MULL CLIP
W/TABS REMOVED
EXTRUSION DWG 1513
CUP LENGTH CHART
FOR 1 x MULL
MULL SIZE
2 x 4 x 1/4
2 x 6 x 1/4
iMIN. (TYP)
1 M IN
{
MAX.
3 7/16
5 7/16
' %2- J MIN.
(3) ANCHOR LOCATIONS
MIN. FROM
ENDS (TYP)
MIN.
()
A 4%2�®
f .3) ANCHOR LOCATIONS
MIN. .3 MIN.
3 - M
(4) ANCHOR LOCATIONS
MIN. FROM
ENDS (TYP)
MIN.
(T)
A'
(4) ANCHOR LOCATIONS
NOTES:
1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR
PICTORG4L REPRESENTATION ONLY. FOR CORRECT QUANTITY
OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON
SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE
REQUIRED FOR YOUR SPECIFIC APPLICATION.
2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975.
MIN. • 'A %2
A
(6) ANCHOR LOCATIONS
MIN. FROM
ENDS (TYP)
MIN.
(NP)
(6) ANCHOR LOCATIONS / (8) ANCHOR LOCATIONS
INDUSTRIES
• •
••
1070 TECHNOLOGY
NOKOAUS, FL 342
MIN.
A}� •-3/4)/3_,
` EQ. SP.
MAX.
'- 3/4)/3
EQ. SP.
P.O. BOX 1529 Sitries/WWW
NOHOWS, FT. 34274 MULLS
•__ • •
• • •
• • •
• • • •
• •• ••
♦
3 I }
(8) ANCHOR LOCATIONS
L,J
MIN. FROM
ENDS (TYP) —""
MIN.
()
L AN I- - 3/4)/3
Sods Shoat
NTS 3 of
• • ••• • •
• • • • •
••• • • •
• • • • • •
• • • •• ••
• • ••• • •
MIN.
MIN.
TO BE USED OILY grai FIG7:IN,WS'1SRIES•PIODUCTS
• • . a ' ' . • ts ' rol ta'4•HOLE APP.
F.K. 5/3/06 C ADD MISSING DIM.
■ orom
P.J.P. 48/00
•04140U • • • • • • • •
:2 "_ � VY: WALL,'AAICHOR LOCATIONS
_
• • •• • • • •
*ALUMINUM* TUBE* CLIPPED MULLION
daring No.
6223
r
4
NOTE;
1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
2
1
5 2
4
2x HEAVY WALL MULLS
MAT'L: 6063 —T6
//
5a
rt L Clark, P.E.
PE 139712
Structural
•
/ j"
TO BE USED Mir w?7 PrT:IN A97'IE'e9' 'R'ODUCTS
' • : ,t _92o4 irirlie is sHr.
F.K. 173/06 C —NO CHG THIS Stlr
P. P. 48/00
INDUSTRIES
• •
• •
1070 TECHNOLOGY Br
NOKOMIS, FL 342
P.O. BOX 1529
NOKOMIS, FL 34274
Serim Abdek Sede: SMetr Oms4p
MULLS 1X 4 0, 5
11,11,1V • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
I •ea/�ea: • • • • • • • •
HrAVY :WALL PROFILES •
• • • • • • • •
ALUMINUM* TUBE' CLIPPED MULLION
6223
CHART 2. - 2x6x.250
ANCHOR
TYPE & QTY.
ANCHOR
TYPE & QTY.
42
48
50.625
54
60
63
66
72
76
78
84
90
96
108
111
144
42
48
50.625
54
60
63
66
72
76
78
84
90
96
108
111
144
50
60
70
80
OPENING WIDTH IN INCHES
90
100
110
120
130
160
(3) A
(6) B
170
170
170
170
170
170
170
170
170
170
170
170
165
144
140
105
(3) A
(6) B
170
170
170
170
170
170
170
170
170
170
177
163
151
107
98
45
(4) A
(8) B
170
170
170
170
170
170
170
170
170
170
170
170
170
170
170
108
(3) A
(6) B
170
170
170
170
170
170
170
170
170
167
153
141
129
90
83
37
(3) A
(6) B
170
170
170
170
170
170
170
170
170
170
166
153
142
123
119
89
(3) A
(6) B
170
170
170
170
170
170
170
166
154
149
136
125
112
78
72
32
(4) A
(8) B
170
170
170
170
170
170
170
170
170
170
170
170
170
163
154
90
(3) A
(6) B
170
170
170
170
170
170
170
152
141
136
124
113
100
69
63
28
(3) A
(6) B
170
170
170
170
170
170
170
170
168
162
148
136
125
109
105
78
(3) A
(6) B
170
170
170
170
170
170
170
142
131
127
114
104
91
62
57
26
(4) A
(8) B
170
170
170
170
170
170
170
170
170
170
170
170
167
141
133
78
(3) A
(6) B
170
170
170
170
170
166
154
135
124
119
107
97
83
57
52
23
(3) A
(6) B
170
170
170
170
170
170
170
165
154
148
134
123
113
98
94
69
(4) A
(8) B
170
170
170
170
170
170
170
170
170
170
170
164
151
125
r 118
69
CHART 1. - 2x4x 250
OPENING WIDTH IN INCHES
50 60 70 80 90 100 110 120 130 160
(3) A
(6) B
170
170
170
170
170
162
149
129
119
114
102
92
78
53
48
21
(3) A
(6) B
170
170
170
170
170
170
170
154
143
138
124
113
104
89
86
61
(3) A
(6) B
170
170
170
170
170
160
146
125
115
110
98
88
73
49
45
20
(4) A
(8) B
170
170
170
170
170
170
170
170
170
170
166
151
139
112
106
61
(3) A
(6) B
170
170
170
170
170
159
145
123
112
107
94
85
69
47
43
18
(3) A
(6) B
170
170
170
170
170
170
168
146
135
130
117
106
97
83
80
56
(3) A
(6) B
170
170
170
170
170
159
145
122
109
104
90
79
63
41
37
16
(4) A
(8) B
170
170
170
170
170
170
170
170
170
170
155
141
129
102
97
56
(3) A
(6) B
170
170
170
170
170
170
162
140
129
124
111
100
91
78
75
51
(4) A
(8) B
170
170
170
170
170
170
170
170
170
165
148
133
123
95
89
51
4t1.rk °.E.
PE #39712
Structural
(3) A
(6) B
170
170
170
170
170
170
159
136
125
119
106
87
73
71
47
(4) A
(8) B
170
170
170
170
170
170
170
170
166
159
142
127
115
88
83
47
TO BE
(3) A
(6) B
170
170
170
170
170
170
158
134
122
116
103
92
83
70
67
44
INDUSTRIES
(4) (3)`A
(8) (6) B
170
170
170
170
170
170
170
170
162
155
137
123
109
83
78
44
1. MAXIMUM ALLOWABLE PRESSURE IN PSF.
4. ANCHOR TYPES: A. 1/4" TAPCON
B. 112 SCREW
1070 TECHNOLOGY 'bet
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
(4) A
0 170
170 170
170
170 170
170 170
170 170
133 170
119 159
113 151
98 130
86 116
77 98
63 73
61 68
37 37
2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A 77ME. SEE SHEET 1.
3. REFERENCE TEST REPORT F7L-2902, 2903 AND 2975
•
•
Vertical Mull
Mull
Length
Width
Horizontal Mull
Opening
Wilth
Mull
' Length'
Multiple Mulled Units
Opening
Width
Mull
Length
104 •AtiCHORAGE
1706 f_NO CH; MS SKr
P.1 4718/00
a HEAVY
MULLS Sark: reek
Droning
niesvcrasvisse
mooltrigkeelilidta
1
MIAMFD
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive,
Nokomis, FL 34275
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
ri4,1,1(
• •
....
•
This NOA is being issued under the applicable rules and regulations governing the use ofttnsaructio! af'erials.
The documentation submitted has been reviewed by Miami -Dade County Product ContrM torsion and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other tip!! where allovyed by ,
the Authority Having Jurisdiction (AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade
•••• '��Y Pr •
4ctthGt'Contrdl' • •'
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Ceenty) reserve•the'right to •
have this product or material tested for quality assurance purposes, If this product or 441861: fails to '
•
the accepted manner, the manufacturer will incur the expense of such testing and tire ART ma � a • •
revoke, modify, or suspend the use of such product or material within their jurisdiction. : BO r e� e ri :
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that t1fi pro0uctor •
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 orida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD -101' Outswing Aluminum French Door w/ Sidelites
APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact', sheets
lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by
Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation:
1. Use of Table 1, require full length reinforcements 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.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No. 07-0629.10
Expiration Date: October 18, 2012
Approval Date: October 18, 2007
Page 1
•
•
•
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets
lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on
09/25/07, signed and sealed by Robert L. Clark, P.E.
B. TESTS
Test report on 1) Air Infiltration Test •
per • FBC, TAS 202 -94 • ' •
2) Uniform Static Air Pressure Test, per FBC, TAS 202 -9;' • •
3) Water Resistance Test, per FBC, TAS 202 -94. . " "•
•
4) Large Missile Impact Test
p 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;20 :44 •
Along with marked -up drawings and installation diagram of aluminunf out s vin giAg • • •
French door w/ sidelites, prepared by Fenestration Testing Laboratory, c, , Vest Rej
No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. '. •. •
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 06 -21 -07 and last re s sed on
09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E.
2. Glazing complies with ASTME- 1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for
"DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10.
2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer
for laminated glass ", expiring on 03/04/09.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed
by Robert L. Clark, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. Test proposal dated Jan. 18, 2007 approved by BCCO.
E -1
•••
• • • •
isti4 i . LL4ma4
tshaq L Chanda, P.E.
Product Control Examiner
NOA No. 07- 0629.10
Expiration Date: October 18, 2012
Approval Date: October 18, 2007
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZING OPTIONS:
A. 318" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
C. 7/16" LAMI NOM. (.485") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS .
D. 7/18" LAMI NOM. (.465") CONSISTING OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
3. CONFIGURATIONS: X, O )IX XO. QX, XXO, OX OXO, AND 0)0(0.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED 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.
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL.
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION:
A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS.
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2.
REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT.
EXTERIOR
A
INT. - 3/16" HEAT STRENGTHEND GLASS
A
EXT. - 1/8" ANNEALED OR �
HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM
1/2" GLASS BITE
� .402 fj
3/8" LAMI NOM.
GLAZING OPTION A OR B, NOTE 1
EXTERIOR
A
EXT. - 3/16" ANNEALED OR
HEAT STRENGTHENED GLASS •
.090 PVB INTERLAYER
DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM
ar
1/2" GLASS BITE
IL A
•i •• • • • • ••
• •
• • •
_V • • • • • ••
A
INT. - 3116" HEAT STRENGTHEND GLASS • a" • • • • • • •
• •
7/16:1 AM:I.NOM' • • • • : � •
GLAZING-OPTrON b OR D, NOTE 1 •
•
• • •
• •
••
• •
•
asap ber
Made, a•a
71rw0•F
Y7A07
O!
MDT
a
A
FJL
FX
Omatir eft
AK 2/17107
Rafter
oarurd•s Dog
J.J.
CIARFVEXT. R ddABS, MEWL AB1iO18C88N D MASI WYE mama awn
ADDGYABS&MEODM TO GlAZlNODETAI6. ADD MANNED. 71/L, REMISE
NOM , GLASS DESfXtIFT.6ADD P.12 0;0(
621/07
NOTES AND JNGGDDmves• : •
A L UM. FREN "SVE2JTT&•IABPACT
saawalr ems• • • • Os••••• •
FOlO1 1 1x 1 10 11005.1
•
•
B
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES..... 1
CONFIGURATIONS 1
GLAZING DETAILS 1
DESIGN PRESSURES 2
ELEVATIONS 3
VERT. SECTIONS 4
HORIZ. SECTIONS 5
PARTS LIST 6
EXTRUSIONS 6, 7
ANCHORAGE 8-10
Approval as complying with the
Maids ct � 16 ?
NOA@07 —OC 4.10
Miami Dade Product Control
k L Clark, PM
PE 039712
Structural
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS: X, )0(, 0, OX, X0, OXO, )0(0, OXX & 0)0(0
(FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE C NECTIONS
DOORS WITH GLASS TYP B, C OR D
HEIGHT
X WIDTH XXX WIDTH 68 - 79 3/4" 7 - 83 3/4" 4" 91 3/4"
8 - 95 3/4"
3° 371/2"' 6° 713/4"
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY
® APPROVED CONFIGURATIONS: OX, X0, OXO, )0(0, OXX & 0X00
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION
X WIDTH
2° 251/2"
271/2"
29 1/2"
2 31 1/2
2 331/2"
351/2"
3° 371/2"
SINGLE
SIDE UTE
••ea9p
F.K
FX
banal*
FX
air
ore
BN&07
ai;
-Ni07
are
227/07
O WIDTH
27314"
361/8"
36 3/4"
O WIDTH
I 36 314"
XX WIDTH
4° 47 3/4"
51 3/4"
55 3/4"
5° 59 3/4"
5 63 3/4"
67 3/4"
6° 71 3/4"
0 WIDTH
103/4"
123/4"
19"
21 3/4"
27 3/4"
361/8"
36 3/4"
a•r•s
Nwilo°c
0
fMlrae
A
Q•rlae s,
+75.0
+75.0
+75.0
+75.0
SINGLE SIDE UTES WITH GLASS TYPES B, C OR D
+75.0
GLASS TYPES A, B, C OR D
HEIGHT
6 - 79 3/4"
+58.6
+54.9
+51.7
+49.0
+43.1
+38.1
+34.0
+75.0
+75.0
+72.4
+64.5
+52.9
+35.2
+34.0
-75.0
-75.0
-75.0
-75.0
-75.01 +75.0
-58.6
-54.9
-51.7
-49.0
-43.1
-38.1
-34.0
-75.0
-75.0
-72.4
-64.5
-52.9
-352
-34.0
+75.01 _75.1 +75.0' 75.0 j 75.01 -75_0
+75.0
+75.0
+74.9
7 - 83 3/4"
+55.4
+51.8
+48.8
+46.2
+43.1
+38.1
+34.0
+75.0
+75.0
+68.5
+61.0
+49.9
+35.2
+34.0
-75.0
-75.0
-74.9
-75.01+75.0
-55.4
-51.8
-48.8
-46.2
-43.1
-38.1
-34.0
-75.0
-75.0
-68.5
-61.0
-49.9
-352
-34.0
+75.0
+71.4
+70.4
87 3/4"
+52.4
+49.0
+46.1
+43.6
+41.5
+38.1
+34.0
+75.0
+75.0
+65.0
+57.8
+47.2
+35.2
+34.0
-75.0
-71.4
-70.4
-75.01+75.01 -75.0 F +75.0
-52.4
-49.0
-46.1
-43.6
-41.5
-38.1
-34.0
-75.0
-75.0
-65.0
-57.8
-472
-35.2
-34.0
REVISED LAMM OEM= PRESSURES ANOOURREDNON -REF. VERSION
COeBREGQA83 TWEMINCSOESMDMIREI AAODN07935a&
REVISE NOTE f . 2 A & ADD NOTA7X 1118 TD TABLE fAND2
REDUCE MAX SIZE DEMON PRff IREAADAOI/ALAILOPSFORTABET
are
8/2UD7
+75.0
+67.6
+66.6
91 3/4"
+49.8
+48.5
+43.8
+41.4
+39.3
+37.5
+34.0
+75.0
+75.0
+61.9
+55.0
+44.7
+35.2
+34.0
-75.0
-67.6
-66.6
-49.8
-46.5
-43.8
-41.4
-39.3
-37.5
-34.0
-75.0
-75.0
-61.9
-55.0
-44.7
-352
-34.0
+75.0
+642
+63.1
+47.4
+44.3
+41.6
+39.3
+37.3
+35.6
+34.0
+75.0
+75.0
+59.0
+52.4
+42.6
+34.4
+34.0
WO TECHNOLOGY DRIVE
Norma R. 3W6
P.a f 6�
R 31174
+75.01 -75.0
-75.0
-642
-63.1
-75.0
8 ° - 953/4"
-47.4
-44.3
-41.6
-39.3
-37.3
-35.6
-34.0
GLASS TYPESA,B,CORD
-75.0
-75.0
-59.0
-52.4
-42.6
-34.4
-34.0
NOTES:
TYPES:
8" LAMI (1/8" A, .090 PVB, 3/16" HS)
. 3/8" LAMI (1/8" HS, .090 PVB, 3/18" HS)
C. 7/16" LAMI (3/18" A, .090 PVB, 3116" HS)
D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16° HS)
A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2.
MAX. OX/X0 WIDTH = 731/2"
MAX. OXO WIDTH = 109 1/2"
MAX. XXO/0X0( WIDTH =107 3/4"
MAX. 0)0(0 WIDTH =143 3/4'
�8.
'Visi'bly Better
3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8°
WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
FBC, CURRENT EDITION. NARROWER DOORS 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.
® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
EX. A FROM TABLE 1.
OXO WITH GLASS TYPE A
30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES
DESIGN PRESSURE = +87.6 / -67.6 PSF
EX. B FROM TABLE 1.
0)0(0 WITH GLASS TYPE A
68° WIDE x 85" HIGH DOUBLE DOOR WITH 361/2° SIDE LITES
DESIGN PRESSURE = +70.41 -70A PSF
EX. C FROM TABLE 2.
OXO WITH GLASS TYPE C
30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26' SIDE LITES
DESIGN PRESSURE = +43.6 / -43.6 PSF
EX. D FROM TABLE 2.
OXXO WITH GLASS TYPE C
63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26' SIDE LITES
DESIGN PRESSURE _ +43.1 / -43.1 PSF
FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
CONNECTION SEES .OT40N teE, BHBET 9 FOR RfIIITIRCEMENT
DETAIL. • • • • • • • • •
• • • •
•
•• ••• •• • • • ••
• ••• • ••• •••
• • • • • • •
• • • • • • •
• • • • • • • •
• • •• • • •• • •
• • • • •
DESIGN PREE URES
ALUM.
FD101
•M• •
lx
•
• • • • • •
• • • ••• •
•
• •
0 •
• •
• •
•
• ilioarrie APACT
s 1 0 11005.1 B
APProved as miP4la8 ANh the
Florida Code zool
Dam --
Mad Dade Pradata Control
M m-1 , - (44 - 0 - 26
Structural
+--- 731/2' MAX
363/4'
r MAX.
SEE NOTE 4 OX OR XO
SEE NOTE 4
OXO SEE NOTE 4
SEE NOTE 4
143 3/4' MAX
36 314 ° SEE NOTE 3
MAX
36 3/4
MAX
SEE NOTE 4
DOOR .'tppc ov".i :•• .:a.! with the
DLO HEIGHT = HEIGHT -11 3/8' ® Flu: M?x >s .. i No Cods
DLO WIDTH 'X' = DOOR WIDTH - 1215/16' hisr O� = : I d i�QQ_1_ 6
DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16" r"-' °• :i•:+- +rw+�,,.s 7`m • • ]2,y_ _tµ��
SIDE LITE • • • • • . : • • • • ..
DLO HEIG)-ft = HEI -14 tjJ AL • • •
DLO WIDTI • WID • •• • 3/$ '' • •• • • • 9• •
• • ••
NOTES: - �►
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • ••• •: • ... •
3. SIDE LTTES OVERLAP 7C AND')OC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','0X0' 7000' , OXX' AND '0)0(0' CONFIGURATION • • • • • • • • • • •
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • • • • : • • ' • •
• 5. CLEAR OPENING FOR 'X AND 7OC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.646) (IOC DOOR = DOOR WIDTH/2 - 4.079) • • • ' A
13.0411t Hmiebss
FJC 9118177 B CORI =VFRBf90.OL0ALDFORMULA9
Ammar 4•e pw•la
ADO OLOFptl0IASFOR DOOR Al. 8112E EA0n DOOR EL00BL
F.K W14/07 A 10EfV76YDEM°WAAD SPECIFY WOK MOW NAM
annex ads Onixdye oats
ESC 2 V7 J.L 82/07
1070 71320101.00Y OWYE
AtO MAFLSL276
P.O. BOX 8620
taNCIA118. FL X274
P T
YL•Tbb &t r —
FD101
ELEVATIONS
••• •
Ts. . • • •••
ALUM. FRENCH DOOQ & SIQEaU, &PAM'
I fwe sre - • wiMrlla •
NTS 13 'a')o • I • 1 fan5�: •
•
• Robert L(CIE1k P.E
• T
•p •• ?
•
• v •
36 3M °
1091/2°
MAX
NOTE '1•••
°
3/4 0.1
MA
crY
/
E�
O
m ,
i
/
�E ■
XACT \
�
/
// Ef 1
/X INACT
I
/
E
O
+--- 731/2' MAX
363/4'
r MAX.
SEE NOTE 4 OX OR XO
SEE NOTE 4
OXO SEE NOTE 4
SEE NOTE 4
143 3/4' MAX
36 314 ° SEE NOTE 3
MAX
36 3/4
MAX
SEE NOTE 4
DOOR .'tppc ov".i :•• .:a.! with the
DLO HEIGHT = HEIGHT -11 3/8' ® Flu: M?x >s .. i No Cods
DLO WIDTH 'X' = DOOR WIDTH - 1215/16' hisr O� = : I d i�QQ_1_ 6
DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16" r"-' °• :i•:+- +rw+�,,.s 7`m • • ]2,y_ _tµ��
SIDE LITE • • • • • . : • • • • ..
DLO HEIG)-ft = HEI -14 tjJ AL • • •
DLO WIDTI • WID • •• • 3/$ '' • •• • • • 9• •
• • ••
NOTES: - �►
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • ••• •: • ... •
3. SIDE LTTES OVERLAP 7C AND')OC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','0X0' 7000' , OXX' AND '0)0(0' CONFIGURATION • • • • • • • • • • •
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • • • • : • • ' • •
• 5. CLEAR OPENING FOR 'X AND 7OC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.646) (IOC DOOR = DOOR WIDTH/2 - 4.079) • • • ' A
13.0411t Hmiebss
FJC 9118177 B CORI =VFRBf90.OL0ALDFORMULA9
Ammar 4•e pw•la
ADO OLOFptl0IASFOR DOOR Al. 8112E EA0n DOOR EL00BL
F.K W14/07 A 10EfV76YDEM°WAAD SPECIFY WOK MOW NAM
annex ads Onixdye oats
ESC 2 V7 J.L 82/07
1070 71320101.00Y OWYE
AtO MAFLSL276
P.O. BOX 8620
taNCIA118. FL X274
P T
YL•Tbb &t r —
FD101
ELEVATIONS
••• •
Ts. . • • •••
ALUM. FRENCH DOOQ & SIQEaU, &PAM'
I fwe sre - • wiMrlla •
NTS 13 'a')o • I • 1 fan5�: •
•
• Robert L(CIE1k P.E
• T
•p •• ?
•
• v •
36 3M °
1091/2°
MAX
NOTE '1•••
°
3/4 0.1
mAx. —•t+SEE
I
I I . i
m �
I
`
il I
I
O it
/
\
�
/ ET
X
I E
O
(
+--- 731/2' MAX
363/4'
r MAX.
SEE NOTE 4 OX OR XO
SEE NOTE 4
OXO SEE NOTE 4
SEE NOTE 4
143 3/4' MAX
36 314 ° SEE NOTE 3
MAX
36 3/4
MAX
SEE NOTE 4
DOOR .'tppc ov".i :•• .:a.! with the
DLO HEIGHT = HEIGHT -11 3/8' ® Flu: M?x >s .. i No Cods
DLO WIDTH 'X' = DOOR WIDTH - 1215/16' hisr O� = : I d i�QQ_1_ 6
DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16" r"-' °• :i•:+- +rw+�,,.s 7`m • • ]2,y_ _tµ��
SIDE LITE • • • • • . : • • • • ..
DLO HEIG)-ft = HEI -14 tjJ AL • • •
DLO WIDTI • WID • •• • 3/$ '' • •• • • • 9• •
• • ••
NOTES: - �►
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • ••• •: • ... •
3. SIDE LTTES OVERLAP 7C AND')OC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','0X0' 7000' , OXX' AND '0)0(0' CONFIGURATION • • • • • • • • • • •
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • • • • : • • ' • •
• 5. CLEAR OPENING FOR 'X AND 7OC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.646) (IOC DOOR = DOOR WIDTH/2 - 4.079) • • • ' A
13.0411t Hmiebss
FJC 9118177 B CORI =VFRBf90.OL0ALDFORMULA9
Ammar 4•e pw•la
ADO OLOFptl0IASFOR DOOR Al. 8112E EA0n DOOR EL00BL
F.K W14/07 A 10EfV76YDEM°WAAD SPECIFY WOK MOW NAM
annex ads Onixdye oats
ESC 2 V7 J.L 82/07
1070 71320101.00Y OWYE
AtO MAFLSL276
P.O. BOX 8620
taNCIA118. FL X274
P T
YL•Tbb &t r —
FD101
ELEVATIONS
••• •
Ts. . • • •••
ALUM. FRENCH DOOQ & SIQEaU, &PAM'
I fwe sre - • wiMrlla •
NTS 13 'a')o • I • 1 fan5�: •
•
• Robert L(CIE1k P.E
• T
•p •• ?
•
• v •
AeadoF are
Roadate OFF
FX W/807
Arad At: Mx
FJC 0/1 4/07
F C ?127N7
MAX
DLO
Alkew
1-
MAX
DOOR
HEIGHT
1.489
INTERIOR
NO CHOW THE SHEET.
10 1YD01.10LEHOLLOW BEAD6EC/JOYATO0100ERA89SSILY
811/07
EXTERIOR
MAX.
DLO
0
'DOOR SECT. A-A SL SECT. B
VERTICAL VERTICAL
1070 TECHNOLOGY DRIVE
NOKOMEL
PQ
1391 1629
NOKOM FL 34174
MAX.
SIDE
LITE
HEIGHT
c; _T
INTERIOR
Approved as complying with the
SL VIEW G-G Florida BoidingCode
Date air 4/ ?.00
CORNER ASSEMBLY MOAN
Miami °a Product Control
•• ••• • . • sylC (. LJ41 J .
••
• • • • • • • •• •
• ▪ ••• .•• ••• • • • ••
• •:• • • • • •••
•
�+ •
• • • • • • • • • • • .
• . •
• •
EXAMPLE ELEVATIOWS • �,J Lid
• • ; ••• • j 1
ALUM. FRENCH DOOQ & SIQE ,111IPAVT • Robert P.E.
araw•dr acne ah•• • - • • ~alb • • • 12
83101 1/2x 1 4 a''0 • • 110054.. ' 'B •; Structund
dcD 'OOCVtWWtttDBtA@1DSECIIONSEi1'B IRE EWE iltE 708EC.FF
are
B?1iD7
MAX. IOC WIDTH
• ••••••k am. are • •
Fafot 112x 5' %•1O
L MAX. SL WIDTH
MAX
DLO
DLO
MAX x WIDTH
SL SECT. E -E
HORIZ. (DOOR W/ SIDE LITE
SPACING,
JAMB ANCHOR S
(SEE SHEETS 7, 8 AND 9)
DOC SECT. C-C
HORIZ.
SEE TABLES 1 AND 2 AND
NOTES ON SHEETS 1 & 2
FOR APPLICABILITY
DLO
(+ --MAX. SL WIDTH
MAX.
DLO
• • ••• •
SL SECS. f; -F: : :
HORIZ. (SINGL &4IDE'LITL; '
INTERIOR
EXTERIOR
0
• •
. 1. (4..4
1-4. : : :
•••
• •
• •
•� • •
• •.
•••
•
•
•
••
• •
• •
•
Approved as complying with the
Florida Bolding Date 0 '
NOM/
Miami Dade Product mum'
ITEIYI
1
2
3
4
5
6
7
8 995 70995
9
10
11
12
13
14
15
16
20 915D • 60380
21
22
23
24 1048 71048
25 930 41721N
26
27 7070 67070K
30 910D 6910
31 911E 6911
32 917 7FRMO
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
raw.a•r.
DWG # PGT#
943B 60411 FRAME HEAD
1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH
7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH
955 7955X
938 7938X
956
996 70998
952A
11000
1670 671670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011)
11004A 611004M OUTSWING THRESHOLD CHANNEL COVER
11001A '411001A ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED)
11002A 411002A
11003A 411003A
1010
6608
1140
1118
1178
913A
1130
990
914A
997
1023
928
1145
1212
983B
984B
1213
929
1139
982
930
931
1118
957
1118
Dar
WNW
804107
Dr
7P1T/07
DESCRIPTION
FLUSHBOLT STRIKEPLATE
2 PT. LOCK STRIKEPLATE
7956A FRAME HEAD STRIKEPLATE BACKING PLATE
7832X12FPXP 08-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH
GASKET (BETWEEN THRESHOLD & FRAME JAMB)
GASKET (BETWEEN HEAD & FRAME JAMB)
6533016 FILLER HEAD ADAPTER
611000M OUTSWING THRESHOLD
ACETAL SPACER .095 (INHOUSE INJECTION MOLDED)
ACETAL SPACER .140 (INHOUSE INJECTION MOLDED)
FRAME JAMB (OUTSWING)
60300 WSTP.,Q -LON .190 X.375 HIGH
66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5
78X112PSATS #8 X 1.500 PH SQ A T/S
JAMB SCREW COVER CAP
STRIKE PLATE INSERT
710X34PFA #10 X .750 PH. FL SMS
BULB WEATHERSTRIP .187 X .300 HIGH
DOOR PANEL TOP & BOTTOM RAIL
DOOR PANEL, SIDE RAIL
HINGE EXTRUSION
71058FP W,B #10 X.625 PH. FL. SMS
60378M TRUSS CLAMP
6TRODA 5/16 -18 THREADED ROD
7990NUTA 5/16 -18 FLANGED HEX NUT
60379M WEATHERSTRIP CHANNEL
7834FPT #8 X.75 PH. FL TEK
70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES)
67924G WSTP., .187 X.250 HIGH, FINSEAL
41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY)
76X12FPAW #6 X.500 PH FL SMS TYPE BDS
7P3OGG
6983
6984
60200K
74UBLOK
7634F
FD2PTAY
6R180FS
41721
7FRSPX
710X34PFA
70957X
itodeerc
SILL DUST PLUG (INACTIVE PNL)
DOOR PANEL ASTRAGAL 1 (OUTSWING)
DOOR
PANEL ASTRAGAL 2 (OUTSWING)
WSTP.,Q -LON .190 X.200 HIGH
LOCK SUPPORT ASSY. (41707 & 41708)
88 X.750 PH. FL SMS
2 PT. LOCK ASSY.
NO CHANGE 7148 MEET
RUBBER SLEEVE
STRIKE PL INSERT (INACTIVE PANEL)
DEADBOLT STRIKE PLATE
#10X.750 PH FL SMS
HANDLE STRIKE PLATE
710X34PFA #10 X.750 PH FL SMS
ADO WM f�DEADBOLT 'AO'NACTNE PIXEL ONLY TOfTef41.
ale
62107 I
1070TECINOLOGYDRIVE
NOKOMIS, Ft 54278
P.O. ScOl1529
NOS FL 54274
ITEM DWG #
60 920D
61 921D
62 9188
63 1155
64 "998
65 999
66 934A
67
70
71
72 4222A
73 988
92 988
cff
PGT8
6920D
6921
60381
781 PQA
7998
7999
61641M
712653K
71267K
84222
6988
64986
93 1224 6TP247
DESCRIPTION
SIDELITE HEADER
SIDELITE SILL
SIDELITE JAMB
#8 X1.000 QUAD PN. SMS
HEAD GASKETS (STOCKING #70998)
SILL GASKETS (STOCKING #70999)
SIDELITE JAMB ADAPTER
#12 X 1.000 SHEET METAL SCREW
95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS
SETTLING BLOCK, 3/32" X 1/4" X 1" W/PSA
SETTING BLOCK, 1/16" X1/2" X 1° W/PSA
BEAD, 7/16"
BEAD, 3/8"
BEAD, INTERIOR
BULB, THICK (USED IN EXTRUDED BEAD)
94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT
96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16° HS
97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS
98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS
102 11006A 141106A
103 OFF -THE SHELF DEAD BOLT LOCK
ACETAL SPACER .295 (INHOUSE INJECTION MOULDED)
�--
380
.!055 ►�I'� - �
13 OUTSWING THRESHOLD
CHANNEL COVER
6063 -T6
1 -6-- 2.750 -01
.
ZZ TUBE MULL
6063 -T5
•T• ••• • • • •
t000 . • • • • • • . • 1 • •
• • • • ••• �•
•• •
••• • . • • •
I
• •••
• • • • • ••• •••
• • • • •
•
••• .• • • • • • .•
••
• •
• • •
•
PARTS LIST • • • •
• •
AL UM. FRENCH DOOR & p L L , l �P '
a.d •iw,re mue • • • • •m'o'b; ' • �
FO1o1 1 1i2x 1 6'1O • • 10 If065�1; . . • B•.
•
•
•
• •
• •
• •
•
Approved as complying with the
Florida : • _ : Code
D 21e
NOAH
b
Miami Dade Product Control
BT tat 1. ( Lace
L Clark, P.E
PE 139712
Structural
1272
DOOR PANEL
$Q TOP & BOTTOM RAIL
6083 -T5
L
r -3 " 0- 1
1 FRAME HEAD
6083 -T6
3.000
11 OUTSWING THRESHOLD
6063-18
J
1.479
J
1.489
DOOR PANEL
SIDE RAIL
6063 -T5
4.726
4.100
1 .500
n 125L
It ' fl .750
f T
TRUSS CLAMP
6063 -T5
5.459
6.085
6Q
DOOR PANEL
INTERIOR ASTRAGAL
6063 -T5
H + -- 3.100 -0-1
—.075
L
.750
1.479
1
Fes--- 3.100-- ---+ -1
SL HEADER SL SILL
8063 -T8 61 6063-T6
DOOR PANEL
EXTERIOR ASTRAGAL
6063 -T5
72 O 7116' GLAZING BEAD
6083 -T5
3L
i
—.050
2Q DOOR FRAME,
JAMB
6083 -T6
+1.578
- .890
.050
3.000
62 SL JAMB
8083 -T8
,,•• • • •
• L . • • • •
• • • • •
• . . •
• • •
•
•
•
• + • S L JAMB • • ••• •
ADAl2. • •
6063 -T6 • •
37 WEATHER
STRIP CHANNEL
6063 -T6
1 •
2.125
32
t
• •
••
• • •
• • •
•
HINGE
6063 -T5
0.375
.125
Approved as complying with the
Florida Bunting Code
Date OGx l.Q 1 '7m7
NOM/ n7 -64 2 9. /0
Miia Product Coahnl
Div
By 14Lt al I . 614 oleic. •• 1
A•er•lc
FX
Arad*
FA
raj:
F.K
DAr
ta«
87do7
OAK
19Y4/07
7117107
lisibbse
8
arcs
A
corolatex
10707ECHNOLO0YORM
NOCHAIMTHIS E NOKCIAM FL 3FL MI6
ADD 'OOpl7DR®U1D8 GLASS BED DNA TOfl *S1,4445887 PO.
62u7
NOKOMIS, F1SWZ4
Pic"
EXTRUSION PROFILES
' •
ALUM. FRENCH DOOR &SI e C IO/ WT
e.e•a•re aura lame - • ley MN • •
FWO1 1 1/20 1 7 . d • 140U5A i r w
B
R L Clark, P.E.
PE 539712
Struetund
} JAMB ZONE "B"- -}
.
•
.. ,\
I
/
..
\
/
/
..
..R
�..
.. ..
..
F - JAMB ZONE "B" - 4
( K T0
\
`
L . ..
Mod Br
FJC
FJc
Om tar
F.K
Z
N
� ZONE
,,
/
X
C S SILL
ZONE "C"
EE TABLE 3., SHT. 9
EAD a HEAD
1-ZONE 0 'F' E �
, SILL t- ZONE �ZONE "F"� ZONE �
SEE TABLE 7., SHT. 9 `E"
NOTES:
1. APPROVED ANCHOR TYPES ARE 1. 1/4" ELCO TAPCONS 2.1/4°
2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN.
JAM ( ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C.
Os* Rsaitra
97807 B NOCH410 87188NEEL.
arc
2112107
lissiaer
▪ 1
I __ HEAD HEAD
ZONE "D"
,
)X
I__ SILL SILL ZONE" T ZONE "�
SEE TABLE 4., SHT. 9
8114417 p TAB 10 7' ANCHOR2OIEFR01117101 . MOAM ARTYPES
HEAD
HEAD
ZONE "D "ZON
HEAD - NE
,
,
<XXO OR
(
OXX
SILL
SILL SILL ZON"D" ZONE "F'�
SEE TABLE 7., SHT. 9
1070 TECHNOLOGY DRIVE
MOKa FL 9#7/6
P.O. 8081520
81003381114 FL $W4
ZONE ""V
SILL
ZONE "E"
SEE TABLE 5., SHT. 9
w
z
N
HEAD ZONE "D"�ZONE 1
< XOOR
OX
' Z O N E I_ SILL SILL
"D" I ZONE "E"
SEE TABLE 6 SHT. 9
HEAD HEAD
� - f
SILL SILL
SILL • S O I
ZONE 4-- "F"ZONEi' :��,, : • • • • %
SEE TABLE 7..SHT. •• • • • • •
ALSO USED AS AN EXAMPLE OF ANCa6RAA; F®RA 82 3/Slik I�IT.
71 3/4"W 90C DOOR WITH 19'W SIDE UTES (SEE SOUTION ABOVE). • •
ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS
O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABLY/. • • •
• •
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.G. • •
HEAD & SILL OF SIDE UTES: 6" MAX FROM CORNERS AND 24 3/4" MAX. O.C. •
3. TO DETERMINE ANCHOR QUANTIT1ES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
:
•
•
•
• ••
• •
• •
• ••
•••
•
•
• •
••
ANCHORAGE CONFLGURATIQNS . • • • •
um, ALUM. FRENCH DOOR:& SmgL* IMPACT:
•
• e
rase. errs • • a~'60Sb • •
F010T Arts a'' 1G • mks!.
•
EXAMPLE
ANCHORAGE SOLUT.ION
FOR A CONCRETE
OXXO INSTALLATION
A. 19' x 83 3/4' SIDE UTES "B" AND
'E" ZONE ANCHORS FROM
TABLE 7, SHEET 9.
PLUS;
B. 71 3/4" x 83 3/4" )O( DOOR ZONE
'F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2+5+5+2 = (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
•a•
••
•
• •
•
•
• •
• •
• •
• •
•
Approaai as camp ;"g with the
Florida
D x Bunting '
NOM 07 -66 Zvi. m
Miami Davie Product Control
T L Clark, P.E.
PE 039712
Shvawei
JAMB ZONE 'A"
JAMB ZONE "A"
JAMB ZONE 13"
TABLE 3. X DOORS
Anal Me
Hand He
Den
Deka
074/07
oae
477.07
oie
PILg
c c
aa,
S � W
x,x xa x
5 2 7 4
5 2 7 4
5 2 7 4
5 2 7 4
6 2 7 4
5 2 7 4
5 2 7 4
5 2 7 4
6 2 7 4
6 2 7 4
5 2 8 4
5 2 8 4
6 2 8 4
6 2 8 4
6 2 8 4
5 2 8 4
6 2 8 4
6 2 8 4
8 2 8 4
7 2 10 4
6 3 8 4
6 3 8 4
6 3 8 4
7 3 10 4
7 3 10 4
6 3 8 4
6 3 8 4
6 3 8 4
7 3 10 4
7 3 104
6 3 8 4
6 3 8 ''4
7 3 10 4
7 3 10 4
7 3 10 4
0
A
ADD
GLASS TYPES
ANCHOR
& SUBS
DOOR WI
TO
WIDTH x
25.50 x 79.75
83.75
87.75
91.76
95.75
27.50 x 79.75
83.75
87.75
91.75
95.75
29.50 x 79.75
8375
87.76
91.76
95.75
31.50 x 79.75
83.75
87.75
91.75
95.75
33.50 x 7975
83.75
87.76
9175
9575
35.50 x 79.75
83.75
8775
91.75
95.75
37.50 x 79.75
83.76
87.75
81.75
95.75
A, B, C, D
LOAD
Rend Op
FJC
FJC
ouaeBp
FX 2/22107
ZONES
CONC
3
3
3
5
5
5
5
47.75 x 79.75
83.75
87.75
91.75
95.75
51.75 x 79.75
83.75
87.75
91.75
95.75
55.75 x 79.75
83.75
87.75
91.75
95.75
59.75 x 79.75
83.75
87.75
91.75
95.75
63.75 x 79.75
83.75
87.75
91.75
95.75
67.75 x 79.75
83.75
87.75
91.75
95.75
71.75 x 79.75
83.75
87.75
91.75
95. 7
CHANGETF6ti&tEET.
TABLE 4. XX DOORS
(ALSO X DOOR OF XO & ,O�X
GLASS TYPES A, 6, C. D
ANCHOR TYPE
& SUBSTRATE 2,3, WOOD 1,2, CONC
DOOR WIDTHS
")0(" - 47.76
TO 71.75
WIDTH X HT.
LOAD
ic
00 0
ZONES
W
t m
g
1 xx�
4 3 6
5 4 7
5 4 7
5 4 7
5 4 7
5 4 7
5 4 7
5 4 7
5 4 7
6 4 7
5 4 7
5 4 7
5 4 7
6 4 7
6 4 8
5 6 8
5 5 8
8 5 8
8 5 8
6 5 8
5 5 8
6 5 8
8 5 8
6 5 8
7 6 10
8 5 8
6 5 8
6 6 8
7 8 10
7 6 10
6 5 8
6 5 9
6 6 9
7 6 10
7 6 10
2
2
2
2
2
2
2
2
2
3
2
2
2
3
3
2
2,
3
3
3
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 (
4
4
4
AL80 USE W TABLE 6TOT718LE4.V W.4PGETAELEL, NEEA'DZAAE
1D 113•AM COLUMN N ADD Ti16 TOANCHOR YVES
•fir d
TABLE 5.0 SIDE LITE
GLASS TYPES
ANCHOR TYPE
& SUBSTRATE
WIDTHS
"Cr - 10.75
TO 36.75
WIDTH x Hf.
10.75 x 79.76
83.75
87.75
91.75
95.75
12.75 x 79.75
83.76
87.75
91.75
95.75
19.00 x 79.75
83.75
87.75
91.75
95.75
21.75 x 79.75
83.75
87.76
91.76
95.75
27.75 x 79.75
83.75
87.75
9115
95.76
38.13 x 79.75
83.75
8775
91.75
95.75
36.75 x 79.75
83.75
87.75
91.75
95.75
A, 8, C, D
2,3, WOOD' 1,2, CONC
g
ZONES
m
0
LOAD
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
6
6
5
5
5
6
6
6
6
7
7
7
8
6
7
7
7
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2,
3
3
3
3
3
3
3
3
3
3
1070 TECHNOLOGY DRI E
NOKOM0 FL 34275
P..CL Big 1520
NOMURA FL 34274
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
TABLE 6. XO & OX
10.75 x 79.75 4 2
83.75 4 2
87.75 4 2
91.75 4 2
95.75 4 2
12.75 x 79.75 4 2
83.75 4 2
87.76 4 2
91.75 4 2
95.75 4 2
19.00 x 79.75 4 3
83.75 4 3
87.75 4 3
91.75 4 3
95.75 4 3
21.75 x 79.75
83.75 4 3
87.75 4 3
91.75 5 3
95.75 5 3
27.75 x 79.75 5 3
83.75 5 3
87.75 5 3
91.75 6 3
95.75, 8.3
36.13 x 79.75 64
83.75 6 4
8775 7 5
91.75
95.76 7 5
36.75 x 79.75 6 4
83.76 6 4
87.75 7 5
91.75 7 6
95.75 7 5
GLASS TYPES A, B. C. D
ANCHOR TYPE
8 SUBSTRATE 2.3, WOOD 1,2, CONC
DOOR WIDTHS
X" - 25.50
TO 37.50
SIDE
LDE
WIDTH x HT.
Pic,"
6c
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2 ,
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
X
LOAD ZONES
•
•
•
TABLE 7.OX0. MO.OXX
& OXXO
GLASS TYPES A, 8, C, D
ANCICIR & 8UBSTRAvTE 2.3, WOOD 11,2, CONC
10.76 x 79.75
83.75
87.75
91.75
95.75
12.75 x 79.75
83.75
87.75
91.75
95.76
19.00 x 79.75
83.75
87.75
91.75
95.75
21.75 x 79.75
83.75
87.75
91.75
95.75
27.75 x 79.75
8375
87.75
91.75
95.75
38.13 x 79.75
• ••631
• 87.7
• • • 91.75
95.75
38.75 x 79.75
•• ••83.75
87
• 01.1
• 95
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
5 3
5 3
5 3
5 3
5 3
6 3
6 3
6 4
6: 4
7 •5i
7. C
7 • I;
6
8
4
4
J • 5
715
DOOR WIDTHS
▪ - 25.50
TO 37.50
'90C" - 47.75
TO 71.75 m -
SIDE
Lf1E
WIDTH x HT. 0 0
ZONES
Ii
a
x
x
LOAD
G
5
m
5
0
o .
u-
0
p W
6
De
O
e3
9
m
r
w at
_• v
•
•
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
2
4
4
2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 2
4 3
4 3
a
4 3
3S
a 4
1 43•
44 J
• 4 3 v
wt• ▪ _4 - 3
4 33.
4.
43 • •
APPROVED * OR•T
1. 1/4° ELCO TAPCONS
2. 1/4• ELCO SS4 CRETE -FLEX
MASONRY ANCHORS
3. #12 SCREWS (G5)
4. ENCIRCLED ANCHOR
QUANTITIES IN TABLES 4
AND 7 PERTAIN TO THE
EXAMPLE ANCHORAGE
SOLUTION ON SHEET 8.
•
•
•
ANCHOR QUANT/TYJQAQZONE TABLES
ALUM. FRENCH DOOMS SID Ltr IMPWT:
VW • :I1 •
•""'°" I NA 11'4 i. J ! V i
FD101
•
Approved as complying with the
Florida BWdhte
Date
NOM
Miami Dade Product Control
it l s tel I. 1 -1.5 u ..L.
r�
•
• •
• •
• •
• •
•
1 3/8"
MIN
2X WOOD
BUCK, NOTE 2
WOOD
ANCHOR
ON
STAGGERED
CENTERS,
TYPE
2 OR 3.
NOTE 1
3/8" MIN
.1 •
1'
EXT.
3.4 KSI MIN. CONC
1X W
BUCK, N
1/4"
1 ,
WOOD
SHI
....._z ■
1
1.1 ANCHO
TYPE 2
[ NOTE 1
DOOR HEAD (WOOD)
1 3/8"
1/4" MAX. SHIM --7-1 MIN.
2X WOOD
BUCK, NOTE 2 -
DOOR JAMB (WOOD)
ONC
HOR
ON
GGERED
NTERS,
OTE 1
1X WOOD BUCK,
NOTE 2
WOOD ANCHOR, TYPE OR 3 NOTE 1 CONC. ANCHOR, NOTE 1
1/4"
SHI
DOOR HEAD (CONC)
1/4" MAX _.„.1
SHIM
1 3/8" TYPE 1
1 3/4" TYPE 2
1/4" MAX.
SHIM
CONC.
ANCHOR,
NOTE 1
,11171i(111/11.
• .'•• •: 3/4' MIN. ED.
1 3/4" MIN. E.D.
1.6 KSI MIN. CMU OR
3.4 KSI MIN. CONC.
DOOR JAMB (CONC)
NOTE 3
r1/4" MAX.
... . 1 3/8" TYPE 1
1 3/4' TYPE 2
1/4" MAX. SHIM
2X WOOD BUCK, NOTE 2 — 4#11N 31 . " D I"— 3•4 KSI MIN. CONC.
DOOR SILL (WOOD) DOOR SILL (CONC) 2X 000 BUCK, NOTE 2
2X WOOD
BUCK, NOTE 2
1 318" MIN.
SIDE LITE SILL (WOOD)
3.4 KSI MIN. CONC.
1X WOOD BUCK, NOTE 2
1 r . TYPE 1 OR 2 (CMU) NOTE 1
1 8° TYPE 1 (CONC) SIDE LITE HEAD (WOOD)
1 4" TYPE 2 (CONC)
MIN.
CONC.
ANCHOR,
NOTE 1
WOOD
ANCHOR,
TYPE
2 OR 3,
2X WOOD EXT. NOTE 1
BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 Er
IDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC)
WOOD ANCHOR TYPE 2 CONC. ANCHOR.
OR 3, NOTE 1 ffi TE1
-01,1
1X WOOD
BUCK, NOTE 2
1/4" MAX
SHIM
3/8" MIN.
1/4" MAX.
SHIM
WOOD
ANCHOR
TYPE 2 OR 3,
SIDE LITE HEAD (CONC)
1/4" MAX SHIM •—•"1 1 1/4" 7YPE 1 OR 2 (CMU)
1 3/8" TYPE 1 (CONC)
1 3/4" TYPE 2 (CONC)
ii
4011116 11 1
',....t,..,•., ,‘.5. '1,1,1,31111,1,
Ant
NOTES: .•• ••• .
• .1 3/4'
MIN. E.D.
1.5 KSI MIN. CMU OR
3.4 KSI MIN. CONC.
..•••, 4: I 3/4 MIN. E.D.
1/4" MAX.
SHIM
1
I 1 3?4" MIN. E.D.
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/5; MIN. elPto: Ctt 174". • 8 •
CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR W0.05 b. ILL/k o ntI o ltSl i eSS. • • ••
#12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). • • • I
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ). •• • • •
• • , • • • • „
& IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (340(1 MIN.), (Dar ey 07HERS) i •• ,
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SWBSTRAte. §LIBSTRATE ,,, • 1:
WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JUR1081CTIM. • • • •
1/4" MAX
SHIM
CONC.
ANCHOR,
NOTE 1
1 3/8*TIVE 1
1 3/4" TYPE 2
• •• k ,.. • Z* • - . - 1. 3/8" TYPE 1
3.4 KSI MIN. ". •*:,'‘:.,, .f ..r ',...., 7ti 3/4" TYPE 2
Approved es cumpt•:.14 with the
CONC.
....:"..
1...- 1 3/4" —...-1
.. v .-.. .1 t.•
MIN. ED. t N D o at m c r. /0
Florida Balding Cede
Miami Dade Product Control
SIDE UTE SILL (CONC)
Nowt*
asuRISA
FJC
Sow*
FJc
Dam*
FJC
LYE
ARIA=
DOR
WW2
WW2
Dir
2/22/07
NO MAINE THIS SHEET.
apEa TYPE 1 2 EMBED wawa DETAILS. SPEC. TvFE2aa�lvjcX
DETAILS. ADD ANCHOR TYPE:3101407E1.
Dela
621/07
1070 TECIDIOLOGY DRIVE
NOKOMIEL FL34278
1 1620
NOKOMIS, FL 34274
ANCHORAGE DETAILS • •
TR. •
ALUM. FRENCH DOOR $112i artS,,MFOIC T
FDIOI l ir
••••7•• • ; :
• 110054e ••
( 7 6
L Clark, P.E.
PE #39712
Structural
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•
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•
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••
BLDG DEPT
OM TI
FEB 18 2010 1
OOOO
Miami Shores Village
APPROVED 1 BY DATE
SUBJECT 'TO CCMPLIANCE WITH ALL FEDERAL
STATE AND L;C.UN i'( RULES AND REGULATIONS