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WS-06-1909Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 08/03/2007
Inspector: Rodriguez, Jorge
Owner: JOHNSON, KRISTY
Job Address: 357 97 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: ARCO CONSTRUCTION
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number (305)539 -7249
Parcel Number 1132060135750
Lot:
Phone: 305 -892 -6507
Buildin . De ' artment Comments
REPLACE WINDOW AND OPENING
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re- inspection fee is paid .
Inspe
PERMIT # "15(3(0- t
CONTRACTOR:
SUBMITTAL DATE: 7 4 R (C)CD
RESUBMITAL DATES:
PROJECT TYPE: 01.,4Q1 1 NCritAj
ZONING
FIRE
ft Je 7 /i8 /©6
STRUCTURAL e 9 /,/
IMPACT FEES
ELECTRICAL
HRS /DERM
PLUMBING
MECHANICAL
NOC
BLD
Thursday, August 2, 2007
Page 1 of 2
Miami Shores Village
Building bepartment
- i /H'u(; 3'.\ LJ
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. co- C�/9d y
Job Name A /de# -,n a/1
Date 7//g/o6
J3'7 tie 97 $t,
STRUCTURAL CRITIQUE SHEET 5 d ow g
✓ (0 Now Paoli ft- ym ea! de7 or.e4 of enMr9
r, w sv ? fol-er fe.4 c )(k CJAAles
C) D zw e.l spli h a@ fea1/;71 is he. 30 cter44 6u e v b o d1
Ha r► sA Av ' p /an (ren4/s)
/irJ3 0 $/ /'lei- 0fm pa e-/ f rLrrires sAarin
panels - subtri/ pro�le441- otprieq.
kfTflff1���
iami Shores Village
uilding Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Owner's Name (Fee Simple Ti
Owner's Address .759
uildin
110,1Ervzi Permit No. iSOG ' I g
JUL 1 8 20 a r Permit No.
Electrical
g Plumbing Mechanical Roofing
x 4tu ' 4 cie�/A� gum. � Phone # ®f. j J7T'" T e `f 7
Ff
City/41 :a 04• r $
Tenant/Lessee Name
State ft
Zip ,.1 (JT
Phone #
Job Address (where the work is being done) 35..7 eve S% ftt� -r
City Miami Shores Village County Miami -Dade Zip 3715
Is Building Historically Designated YES NO •'.°.--
A. Contractor's Company Name Phone # � 12' 65707_
Contractor's Address ) f .P [ 2 T / tace
City a \CLI1kAA State Zip i gP
Qualifier �sr 1L - it-
State Certificate or Registration No. 15 05) c3
Certificate of Competency No.
Architect/Engineer's Name (if applicable) / Phone #
$ Value of Work For this Permit ®
Type of Work: ['Addition ['Alteration
Describe Work: icat�lt:=4 Colo. {v(,✓f
Square Footage Of Work:
epair/Replace ❑ Demolition
* * * * * * * * * * * * * * * * * * * * *
* ** *Fee
* * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ O "''� • CCF $ -4•90 CO /CC.
Notary $ 6'3 Training/Education Fee $ 1 ° �'• Technology Fee $ G -96
Scanning $ 1 OM Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $ 5eL� b -f 5 d..ov *4 n917 f4011
Total Fee Now Due $ 241 • K
(Continued on opposite side)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 abs -nce of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature \ Signature
Owner or Agent
The fore mg instrument was acknowledged before me this foregoin
day of 20 O%, by day of
who is
NOT
Sign:
Print:
or (�,
wledged before me thisi`
orrlio-hasTruclueed who is personally known to me or who has produced
As identification and who did take an oath.
My Commission Expires:
ee, Deborah Hecht • � My�nndssion00192573
-opt, EpWres kWch 1Z 2007
identification and who did take an oath.
NOTARY P
Sign:
Print:
My Co ion Expires:
* * * *, , * * * * * * * * * * * *, * , ** * * * * * * * * *, * ** *, * * *, , * * * *, *, * * * * * * * * * * *** * * * * * * * * * ** *** ** * * * * * * ** ** * ** * **
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc,&5 /13103
94 * .5'4- f e Plans Examiner
Engineer
Zoning
•n IDAOE
- :NG CODE COMPLIANCE OFFICE (BCCO)
;CT CONTROL DIVISION
ICE OF ACCEPTANCE (NOA)
PG't T- tdustries
1071, technology Drive
Nol intis, FL 34274
MIAMI -DADE COUNT Ir LORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE i603_
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2005'
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by e e Roart;... f Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the .uthority Having Jurisdiction (AIIJ).
't tri - 1:OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dadc County) and/or the AEU (in areas other than Miami Dade County) reserve the right, to
11.:v.: this product or material tested for quality assurance purposes. If this product or material fails to perform in
the t.:cepted manner, the manufacturer will incur the expense of such testing and the AI-1.1 , may immediately'
rev. 4r modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
; ...Ace 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 oroduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Lr'nr. „ the Florida Building Code.
DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant
Are «OVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1
through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E_, dated 5 /22/02 bearing the Miami -Dade ..c..unty
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade'
County Product Control Division.
Mi8SILE II .TACT RATING: Large and Small Missile Impact
Li .` ir:LiNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stew and
following statem tt: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of ci-us 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
produ,;t, for sales, cdvertising or any other purposes shall autcrnatically terminate this NOA. Failure to co:rply
with any section of his 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 to advertising literature. If any portion of the NOA is displaycu, then it shall
be done in its entirety
1NSUECTItON; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall b,1•availibF Dionn:pict of the job site at the request of the 13u.1ilding Official.
• •• • • • • ••• • • This NUA•vevi %et 1403% t494JZ J4.0i and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
•
••• • •
• • • • • • • •
• • • • • •
• • • • • •
•• • • • • •
• ••• • •
••• • • • • ••• • •
• • • • • • • • • • • •
• • • • • • ••• • • • •
•
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOA No 02- 0305.02
Expiration Date: May 20, 2007
Approval Date: June 27, 2002
Page I
LARGE MISSILE WlNCCWS
11 GLAZING OPTIONS: ALSO SEE IAdiE BL_DW AND GLAZING DETAILS
6' ( 35.)) LAMINATED US :ISC MONSANTO SAFLEX FV8 OR
It TER FYE.= (a.) HITS li
A '!8 Af:INF:•_r:) GLrr'
if: 7/8 STRENGTNL' :E3 rSS
2 CONFGJRATIONS •t8 or OX
DESK*! DREAM: R.ZT NG: SE T4R11.E
�•R.•It TIVE Dillitt LOADS 8.1StD Et TESTED PRESSURE & GLASS
.;_ES AVM E 'eT. - -98
41;!+••15.7IVE n?'s•t,•rr• J .DS 11.S�D 3: w;.'ER T`ST r'aESSU'RE & GLASS
• TABLES AST,• E 13J0 -913!
(:4044 40RAGE 5,7' _E •RD'd' D #V7‘ Pc L0vATE0 }OLLJ*S & "ER SH7
• •a`•dG `''L,• • • •
'•
• •MAX. 6' FROM CORNERS.
•••X. 4" v•3e 4Ct1 SEE TINE RAIL CENTERLINE.
• WO. . •'5 "SP7CIliC. ••••
• •
••••M X. 6" FROd•CDRNERS. •
• MAX. 12 4731 �PeC :NG.
5.•12HUTTER REQCiiRETJtnr. NC $H4Ttery REOUIRED
E°RPftRENCE " ••nii;:R' TLR-1969•
:1EM
DESCRIP tION
SHT. 2. 1 FLANGE FRAME .,AMB ((Alum. f 063 -?`..`
2 (AXED MEETING RAIL (Alum. E '263
t,:JASH MEET:NI, RAIL ..:,L -it., i. 6,,b3 -15,
SIDE RAIL AI n- OF''- T5)
.s7,NG BEAD Alum 6J6.: "3)'
6 WINDLOAD ADAPTER 'Alum. 6053 -T
7 FLANGE FRAME HEAD (Alum. E063 -T5
8 FLANGE FRAME SILL Alum: 6063 -T5
9 RAMS SILL ADAPTER Alum E0G3 -T!
"'0 SASH TOP /BOT. RAIL ,Alum. Fnr3 -1. 612240
1 '4LREEN RETA4.ER (Alum. 6063 -T5S 5532377
'2 5/16' 350', USING .8" AtINFALED GLASS
: 35
_!. 3 5/16`1:01 '2 t LAMINATED USING t2 1/8" HEA' STRENGTHENED GLASS
4 ANTI 1.! 1 CHANNEL SArum, 6063 -T51 612244 1 VI midspon of vent)
15 10 x '.000 Ph. F. SMS 710X1 4 Wingtoad Adapter_ screws)
6 x 1.000 PH. PAN SMS 76X1PPA $ for onii -litt- channel} MERCHANTS FASTENER
WEATHERSTRIP, ''iIN WALL BULB 'JIi vL 5TP247 B lr per Glczin Bead TEAM PLASTICS TP -247
7856A 2 (Sweep Latch screws) MERCHANTS FASTENER
4 Lyf hen wing 2 Sweet, Latches),
81PQA 22 (Frame/Vent sissy. screws) MERCHANTS FASTENER
71096 1 i 1.5" from ends -vent mtg. roil) MINIATURE ?!E CASTING PGT.214 XX
2 it hei9zt 's a= 42')
'0250 3 1 Wmidspan /2 1/4 from ends) MASTER TOOL 7 -1.410 -250
0251 3 1 WmltsG�rn[2 1/4* from cis, M "STER-TOOL 7 -µr- TO 251
2 @ ea. ena of vent tap rail) MASTER TOOL 703.2
78RWHL2 4 (2 per Rohe' Housing) VINYL -TECH P,G.T.
61062W 2 ( vent tysp,'bot rails & mtq. roil) SCHLEGEL CORP. FS7826 -18T
62899 DOW CORNING , 899
6TP749 1 (9 vent lamb roil) TEAM PLASTICS TP-249
•••
---- 74" MAX WIDTH
33 5/8" MAX 33 5/8" MAX
DAYLGHT --1 H DAYLGHT OPENING OPENING
58 /4"
MAX
FIXED LITE
DAYLIGHT
OPENING
3" MAX
HEIGHT
0
Y.T.
65 2
E122281222; T
612229 =,
61223G
65345'
:12236'
OTY. /LOCATION
VENDOR
VENDOR 01,
ALUMAX
ZALU MAX
TALL' WAX
ALUMAX
A.,UMAX
AI..UMAX
AI. UMAX
4L+JMAX
A`_IiMAX-
. UI/AX
nn or frame ss.e)
AF -12225
AI" -12228 "
AF- 222217
AF- I..; 3!
Ar -5345
AF- 1223.. •
AF -12237
AF -12238
AF -12239
At -12240
AF- 532377
ALUMAX AF -12244
FASTEC
16
7
8 #8 x .500 PHIL. rl SMS
19 b8 x 1.000 PH!:. P.H. SMS
SWEEP LATCH
20
21
22
23
24
25
26
27
WEEP HOUSING
WEEP FLAP
ROLLER HOUSING
BRASS WHEELS
WEATHERSTRIP - PIL \FINSEAL
SILICON
WEATHERSTRIP PULB VINYL
57" WAX
VENT
DAYLIGHT
OPENING
8" MAX - , r
T•- 8•. MAX
4" 1"k" : 1 4" MAX
SEL NOTE 4 ON MEETING RAIL ANCHORAGE
ELEV. c.ION
T'
DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F.
GLASS TYPE A OR B DETERMINATION (SEE NOTE 1)
WINDOW
WIDTH
WINDOW HEIGHT
26.000
38:375
44.000
50.625
63.000
26.500
A
A
A
A
A
37.000
A
A
A
A
A
44.000
A
A
A
A
B
53.125
A
A
B
8'
B
63.000 •
74.000
_
Roberti. (1 "+k
PF.i1471'1
Soffelefvl
'p7a -torwol_ocr pews
xrorcOM 5. tT. 34275
O. 81X 1529
i. .KOMISy h 34274
Dote
I I /5/01
129 /99
UPDATE FOR RENEWAL
a,w>ront
C -i O CHG TH/S stir
PMUDLCT 14EV1Nu1
164:040/94 wfl rka »vDjt
assisks C.&
Amtessee
N•• ,.:02
Dge,Podn atn+l
0.6. .,2/16/98.
OX ELEVATION & B.O.M. (LG.` MISSILE)
ALUM!N(JM HORIZONTAL SLIDING WINDOW
n••/und•I Sak: S+4.
HS— 7 t 0 I r� TSB ••1. Dro. -.7 t
` ( e, 4
,5e
4112 LL
•
•
ROUGH
C PEN'NC FOUGH
C "ENINC �i
•
••••••
•
••••••
• ••
• •
•
••••
• I�l
•••• a •
•
•••• •• •• •••
• • • • •
• • • • •••
• ••••
• • • ••••
MAX. •
•M•••• • ••. FIXED I•1•••
• o•••� DAYi_ICV
OPENING •
•••••• •••• •
• •
••
HEIGHT
EXTERJQR
TAAX.
VENT
DAYLIGHT
OPENING
ROUGH 7
OPENING
Vr RT:CAL SECTION
2.784
NP
•
2.784
.705
ROUGH
OPENING
--.500
cc
1/2• GLASS BITE
1 /r GLASS BITE
1/8° ANNEALED GLASS
.090 INTERLAYER (MONSANTO SA LEX
OR DUPONT W /BUTACITE)
.090 INTERLAYER (MONSANTO SAF1EX
OR DUPONT W /BUTACITE)
t /8" ANNEALED GLASS --
Ruhert'. Clark. P.E
P1 34712
${ .:aura,.
1070 TECHNOLOGY DRIVE
r4cmor11S. F.; . "275
P,0 00x 15.:
N0*( IS
swh aY:
06.
Emu• :gdnJ.:pns:.
11/5/01 ADO GLASS DETAIL
5722/02 CHG THIS SHI
2/15,198
PAiRUt7 NM.YLTAB
1
00004 alai
ilsotpuaeerN. -r .I. 02
6tNr tlwn 02
SE^TIONS & GLAZING 'DETAIL
ALUMINUM HORIZONTAL SLIPPING WINDOW
Sir%elt /+iWW Scgk'. Y. - Wamnq 4o. - iRn.
HS -710 ` . NTS} 2 a 4 I 4112 I C
• •
• it• 1/4" MAX. 1
•• ••• ••• r =Ii �• • SHIM
• • lf• alto •••
•
•• ••• •�il,•• qq
'R 1/4;• •••
• • • • TAPCON W /•,' 12 14 • • •
•• 000 , • (4fi NOTE 1 ) ••••
•• ••• • �T •PCAL H'E' P SECTION
• • • SUT STRAII"?'�CHOR!NG
•• ••• • ••
• • •
• • •• • 00
• • • •
••a{••• •••• • •
• •
••••
APPROVED
f 2x WOOD BUCK
I __ /
-- �, � f l 1/4" MIN.
3/16" OR 1/4"
TAPCON W/ #12 HD
(SEE NOTE 1)
I/4" MAX.J
SHIM
#10 WOOD SCREW
TYPICAL HEAD SECTION
WOOD ANCHORING
#10 WOOD SCREW
3 /1E" OR 1/4"
TAPCON W/ #12 HD
(SEE NOTE 1)
APPROVED
WOOD BUCK
•
1 :/4" MIN. 3/4 MAX. SHIM—.-4 I-- •- 1 1j;" AM
�1/4" MAX.
SHIM
'vO''ES:
CM1 1/4 MIN. 1. USE ONLY MIAMI -DADE COIJNTr APPROVED EL CO OR ITW TAPCONS.
2. REFERENCE TEST REPORT: FTL- 1969:
TYPICAL JAMB SECTION
SUBSTRA—E ANCHORING
#10 W000 SCREW
APPROVED _-•/
2x W000 BUCK
TYPICALJAMB SECTION
WOOD ANCHORING
— `T f
TYPICAL SILL SECTION
SUBSTRATE ANC; OR.:NIC
APPROVED,J
2x WOCD BUCK
TYPICAL SI_L SECTION
WO /2D ANCHORING
Roben L. C *rk. P.E
PE 15012
1070 °TEGINOLOCY pone
NoKO►ILS. Fl .14775
P :� ' 00x 324
NOXSMIS, F 34.74
Rena Bj• Uat. Reaiiat
F.K. 11/5^.1 UPDATED
R'4 'V22/02 iletf 1r APCtN. OE'5IG.
Oran, er... -- Date:
o.8. ' 2/ 16 /9e
PtittxE�'
I
•j YNV W7ta.•r u: 1fb i 1M ilui4a.
Dees` Cat
eatesue ,/
Estilea * I *ig •Z Y1 7!
Duenpioa:,
ANCHORAGE
1*I.,
ALU1vUNUM HORIZONTAL .SLIDIN`- WINDOW
Sr ysjNaeN• ,. I:Sues I SMaL rime*: Na Rw
HS -7IC 1 NTH j 3 a' 4 4 2 C
-.-j f-- .705
.062
• • • '•• • s84 e•Y11 a
• . •
• • •••• • •
•
••••
• •
•• • i•jt....737
• • • •• • 1i FLAh6E• :RAM E JAMB
• • • • • • • • 6063. -.Tb. ALUM.
is • • • •
• • • • ••••
•••• •
• ••
• • • •
•
•
MI ..r
• •
.••.
.050
•
0 5/16" GLAZING BEAD
1.187
UI rRAME S LL ADA'_r.<
6C6.2 - -'5 ALUM.
REFERE.NC LEST jFF'0R`: FTC '969
.062
--�-� -
1.403
'`../ FIXED MEETING RAIL
6053 -T5 ALUM.
.OF= I �- .723
.688
®WIND LOAD ADAPTER
6063 -T5 ALUM.
1.349 - L
ASH TO & BOTTOM RAIL
6063 —T5 ALUM.
SASH MEETING RAIL
6063 -T5 ALUM.
- .062'
1.373
062
1.349
1.291-T
1.970 j----
()SASH S;DE RAIL
6053 -T5 ALUM
.062 -+-
7-
2.710
FLANGE FRAME HEAD
6063 -T5 ALUM.
1.122`
2.710 •--�
Q FLANGE FRAME SILL
6063 --5 ALUM.'
2.094
PNU.L'LT R} MISSED
Ulan co*
a
Roan 1t a,l.: scw,in•,. '
aiw.a 6EC. pne: AwwoF? . M4rm Drle ,odp""
Vs /o1 airJFa sxr
Fx. ,$/2.2/92.:c-NO cHC rill S+'T 'u'
INDUSTRIES F.K. I t c,�2;�ot
akroE.,r
EXTRUS, 'N PRG=1LES
Curk. RE.
nr_a:1s •2
Su ai at
Ipnp 1ECw,; QCY CHINE
tOYAee ; rt 34'' 5 ,
P o SJ4 ;046+,1411‘ 5mr (am v rro
34..74 He -770 �, .1 S j j 4
Al. UM' 'NNL'A/. 1-i();RIZONTA! SL1DIAG wJr ;:;,,�
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL D1VMSiON
NOTICE OF ACCEPTANCE (NOV
PGT Industries
1070 Tednudogy Drive
Nokomis, FL 34375
SCOPE:
This NOA is being issued under the applicable rules andregulariams governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Afianm Dade County) and/or the AM Cm areas other than Mianxi Dade Canty) 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 maul 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
nil 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 1"X Heavy Wall Aluminum Tube Clipped Mullion -L.M.L
APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped
Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30d% prepared by POT Industries,
the Nome of Acceptance number and PE., expiration date by Miami -Dade County Product Control Division. with
MIS= hIPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a pednanent label with the manufacturer's name or logo, city, state and
following std "Miami -Dade County Product Control Approved", :tam 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 builctng 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 as 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 tarnmlnntion 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 and revises NOA # 040528.05 and consists of this page 1 and evidence pages E-1 and 13-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gin, P.E.
MIAMI -DADE COUNTY, FLORIDA
MEMO-DADE FLAGLER BUILDING
14OWEST FLAMER $TRE&T, SUITE 1603
MIAMI, FLORIDA 33130.1563
(305) 375 -2901 FAX (305) 375-2908
masokigasissalinken
.• ..• • • • • • .•
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NOA No 06-0125.07
ExiAradon D Jane 28, 2011
Approval Date: July 20, 2006
Page 1
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MOORS DETAIL "E
"C" �R' iv" AT R7i€f
fMo AND Ar BCITO l
• •
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VAIKNS
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ANCHORS AErA11 A
rANCHORS xrAa. A
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WItW2
Hs H1tH2.
(2) WNDOWS MILLED
J !DONE
FOR CCITJM VING MAX ALOW4EI E
OSSICM PR$SURE SEE TABS
ON PAGES 5, 6 aG 7
*4) MAX OPFJNG H OR 11+142
WILL WO a Wy OR W +yWy2
M?) *1( °P OW A 1� o I�'tw
MULL LENQH • H1
1. DIE 33 1/3% SRESS *CHOSE' HAS NOT BEEN
2, 35, 6 AND !
AWCPQRS DETAIL "0 ,
"C" * "D" Al 84tH
Ef IO` AND AT D070MS
W ao W1+W2 +V3
H
N144,12
MULTIPLE WINDOWS Mtn
JW+, OY.E.AB %
'017 OETE76111411G MAX ALLOW:R1.E
),ES ION PRESSSI RE SET' TABLET
7N PAGES 5,fk7
1I.» IAX OPENING + H OR
IULL LENGTH = W OR Wi +W1 +WJ
M4) W OPENING + W1+W2 pR 12 +W3
AULL LOIQTH ; H1
USED a( THE DESON OF TINS PRODUCT.
AP'CH0R5 °ETgL 'T",
"c" aR p" eon. EHU5
f4CHORS DE7411. • ;
C "OR `Ti" BQTi ENOS
MvxuoNs
W ' W1 +W2
frJ Witi0OWS MULLED T?GE_THEIj
FOR OEIERINgWG UX ALLQWA8L
OESON PRESSURE SEE TABLES
ON PAGES 5, .5 it 7
AMR OPENING $ I OR WWI?
i4UL' LENGTH A
OR ANCHORLGE TYPE, 01ANNTY AND LOCATION. 'EVER
N Hwi.>
L>> W1'NOQV 1i�1LLL�,fD
NIDNE gem
rc G±7, MIONWG *L ALLOWASW
OEM PRESSURE SE TABLES
ONPAIS B, 84: 7
144if CPENINC « K tR H1 +H2
MULL .ENGTH W
TQ SteET5
UNITS. W fir ilSEC ice' WTI PGT INDIMMES PROWG1S
2, WINLOWS ONLY DOORS OR CO4EiINATIONS 7h'ERE'OF MAY RE NULLED TO A MAXIIUM OP" MAWS.
3. MUL IONS ARE APPROVED P07 IMPACT AAIA NON-IMPACT APPUCATIPNS.
4. REFvRENcE - tisr WORM. 771.- -2902, 2903 AND 2,75.
E7LCi 1rXTRON Nt%4 04- 0;21.01. 0J-4225.05
AtS1 /AF..&PA MS-20131 FOX W000 CL71S1-W 110N
AIN -2000 4LCARAIUM DESN'N MANUAL
5. MIS PRODUCT MSS arm orgoir l ,4 lix7f) ?'A CONPe Y wow Tac REWIRE_
MEADS Of THE' F +c>slfQa 8UIU ►G CODE 204 EDIT1tNHN FOR JME U 4 VELOCITY 1:4 HURRICANE ZONE ? 2 . s6. WOO) BUCKS erO a$, MIST 8r ANCMRED PR'OPE?LY TO TRAMPER LOADS ; nL
TO 7*( S1RI,UCTVPE.
iikrututol
MEis
It:
kvaiNIMYA
•.a aft *
fame% R. .4274
=A1 rrit$ 5e!
nrit
1 " NEAVY IL.L., ELEY,477©NS
ALUMINUM TJBE CLIFDEl9 MULLION
Muss PJS 1 f 7 6227
PGT1x MUWON
MJLLON CLIP. CUt
FIAIOES OFF CUP
l• ••T9 FC1?M A
• • •`11•" NAME& A.
. J11ATAUL AS stew
• •
for Ix dol4.4▪ 41.
1- .,,2.OT I 12 # SMS
1'JA1JLCa �• $TAo' RED ON
OPPOSITE S1QES
••••4iN 1" M1JLt41'
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SEE NOTES 2 &
•
(5o AS Nor TO
!NTTRFERE WITH
EAC1 OTHER)
SEE NOTE .7
1T SCREW,
SE NOTE 3
#12 Ili SAS
STACG£REE ON
OPPOSITE 510E5
(SD AS NTT TO
*" INTER?FERE WITH
EACH Ornj
SEE NOTE .3
MASONRY ANCHOR
/"SEE NOTES 1 4c 3
Y 4? #12 PH SA6 STAGGEREt
ON 0PP0SNE SIDES (SC
AS NOT ro WT0f in
WITH EACH OTHER)
SEE NOTE J
SEE NOTES 2 4.
ZEOLILILLII2LBLOICTI,J1121
JIM AI3014 Calk
1, FOR CONCRETE AP LOCARONS IF AM141 -0401 COUNTY, at ONLY MMA11 -MADE
COUNTY APPROVED EZCD 1 j4" TAPCONS OR 't f4 ° $S4 W7E -FLEX MASONRY
ANCHORS. M/N1MMM 0/STANCE" CRAM CENTER OF ANCHORS TO C0P4 ETE EWE SEE
IS 2 '/2" MThL ZMI OAtENTr TAPGOWS 1 '/4 ". CRET "FLEX 1 314' AfJ
2. FOR 9000 APPUt$TIONS USE #12 SCREW. ELCO 1/4" TOWNS Ot 1/4"
SS4 inTE-FLIX MASONRY ANCHORS. MIN. EME EDMEE0 1 1/2'
ANCHOR 1048EOMEIIT TO RASE vArcRiAL Stt1LL 5E &EYING WALL MESSING OR
S'TU .
4. FOR ALrLL .S14( A(0 QUANTITY OF ANOVARS SEE Sri€EC •5, 6 AND 7. FOR
ANCHOR LOCATTONN SEE SHEET 3, QUANTITY OP pm,* SCREWS PM WOLL --
r0 -CiIR TO BE HALF THE QUATT7TY OF ANCHORS FROM OUP-- TO- OJENINO
(MINIM& OF 2 SOTEWS PER C_1P),
5. QUANTTY OF MOORS SHOWN 480W ARE In PJOTORIAL
REPR 'N/ATTON OILY FOR CORRECT *UALITITY OP ANCHORS, REFER TO
CHARTS 1 1T4ROUGT 4 ON SHE?TS 5, 6 AAN 7. FIND HE APPUCAFLE MULL
2176 AND PRESSUT€ REQUIRED FOR YOUR SPECIFIC APP.ICATION. A+MCNORNG
OR LAAOINC CONkr1ONS NOT SNOW 1N TNISE DEMO ARE NOT PAT OF THIS
4PPR0/AL. ALI, SILL Iry CONACT WITH AUARNOW TO 3E PAINTED 7t? PLAM A
6. REFF.WNCE TEST IIPORTS Fn -2902, 290.. AND 2975.
POT I x UUL.ION -+-
WIc L MULL Ot, T( STRUCTURE YNITii Yr y0p
E1
2' v► 4•
j12 111 SITS STAGGERED on
a OSITr was (S0 AS TOT
17 INTERFERE WITH EACH OTHER)
IT NOTE .3
HOR. SEE'I0TES 1 dk 3
r
SE1'
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TYp))4L M0,Lf W TO S7VCTUR6 Y pH
14ROD0 611UC_1ND _;OF({._ DETAIL A"
r0 8E USEL OW wIrh PCT INDjgRIES PROW=
1' .HEAVY WALL CLIP INS TAL.LR TION DE"+AIL
ALLMINUM TUBE CLIPPED .MULtiON
2 a 7 8221 0
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EETRUS18N DWG 11019
C? (2) ANCHOI?
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LOCAi'IQMS
trsi
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OPAL.U.L.M210 rWQ 01,1 oR ic)Itilia.ZAKCIA28
.�Q".gTlO L OCAT Ns
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I. IMPaTmi WOW OF ANC i tS SHOWN ARf FOR
!WW1& REPRF.SSMON oser FOR GoxiwGT o1,1i4m'
OF moms, P.EgSE REM 7 C.HAKS I D'OUCH 4 ON
smuts %, b AM?. MO THEW/MOT MU!!. STYE AND
PRE4SIJRE REQL R40 FOR YOUR 9i*ECIFIC APPBCATtOt.
Z, 5/8 M!P!, COW ORANGE APPIAS TO ALL DMCNSFON
S. M ( TEST diPORdS. Fit-29G2, 2093 ND 2974
PN.
S X (6) ANCHOR
MEIN
virsimoi
maisiROfflikbllivflonfs
V BE USED. WIN POT PNDtl5RPES PRODOC7S
DOS ST
ADD 114440
1 HEAW ►MALL, ANCHOR WC, IONS
ratelia% 44. On
MON R. AIN
ALLMINUM TU`f3E CLIPPED MULLION
Prow
6221
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MATT 606:: —T6
WTI;
1. REFERENCE TEST FEPORT FT_ -2902, 7903 ANC 2975
ra 6E WC ttW USThES PRODtCTS
PE a
ex. :g 1119
OCW01. , a aru
7 HEAVY' WAL MULLION PROLES
ALLMINrUM TUBE CLIPPED MULLION
svmomok 1 w7 6221
• •
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MINING MOTH IN
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CUM 18 #i1IL3iS 11#0 1 lf111111C1 Rl11131:
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60
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MultIOG MUUOd Unto
1 MAXGMUM A(LOWA8LE PESSURE IN PSF
2 DESIGN IS MMASEO ON OPENING I$D17 FOR WIMPLE MIS,
CONSIOER {NL.Y TWO AC1ACENT UM1i AT A WE. SEE sk1EE' I.
.1 R FERiENCE TEST REPOS" FI1. -2902, 2903 AND ?975
4 ANCHOR 'f1°ES. A. EIS* 1/4' TAPQNS. 1M8E0. (1 1/4' GR
1/4' 5S4 cR €r•FLEJI, DAM (1 3/4,
Lfi 112 SCREWS
5 SEE ANCFiLR SPACING 1'ETld1.5 SNOT 3.
leateremeavis
.EMI. .7 ,:�,
HE USED air WITH POT 1 DIJSRIES PROMICTS
la
4tniitaal
PA. __ 1,21
fsVali k5i FL .4274
WRAF �
1 HEAVY MU, PRESSURE MARTS 1 fc 2
ALNMINUM TJBE CL IP ED MULLION
Chniamp
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i 1101 s= �2 83 a1 i 91 80 iii0114:1
;:1 103
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111431 114111iill IMOLA LBW/ Ilan ICA MI 11E1
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116311111111E311101 ao 20 ILA 18 MINIM IIMILIM 111211111111111 MI MI
(2) A
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610p1s Maned bits
Horttantal (ittct(
2) A
4) 8
1 MAXIMUM Alt.0i WLE P/t`:"$SURE 81 lSF.
2 DESIGN !S 1A5C0 On OWNING MTh FOR MUCIPLE UNITS,
CONSJ&ER UILY TWO A(MCENT UUMTS AT A MC SEE SNEE 1,
3 REFCRENCE .TEST PEPOR- FR-290Z 2903 AND ;975
4. ANCHOR WES' A, ELGt 1/4" TAPCW8. EMBED. (1 1/41 CR
1/4 $54 CRETE-FLEX, Elea (1 J/4')
EL
#12 SCREWS
5. SEE ANCHM SPACING WAILS ' 3.
OPening
Irgith
el
54/4
736X1 ZAMA. 7'd
rd7
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r 114 271.
1 HEAVY WALL PRESSURE C1-ART 3
ALUMINUM T1fE CLIPPED MULLION
CHARM. -
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8
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aim ii 970 101 169 170 162 i I11E11� ' 10 $ i'11 170 1 ' . 11Q.3 LEA 0 170 �3 iMKU ILEA WW1 I Kai LIM Lill
�► 170 KU Will OE
Mal Nal 170 135 &fa SU 170 156 191 111Z111E111111110J1
P I J L * 170 111E1 165 103 ILAILIL311011111La 120 :» 1 i
IFE:r Ka MEI 180 ILEUMS 102 J iJ 118 ICAILMICIII 102 ILA 1411111U11 IlL
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Ii UMW Ca 10z ILI wear ILI Ka 111U11 111141111 MI Will ILI L c
EMU ILA NAM 82 KM ULM Eli 07 NEB IAN K..
Rai WA KASAI 1101 IL111111101 SO 1131111111111 11311 KEN WAWA
11U11 IVA 94 MM. 113111101111211111U1 NEM 111.11111131111L-1111 IL/ M ILIII 28
59 Ca So SO 1110111011 MEI 1131111L11 111E11111011 NUN WAWA
ItAIII; 22 22 19 19 NM 1111121011 MN dill OM Mi INN
VerticaINuIi
Length
Horizontal Mull
Idtaploilit80diatis
fait
Loop
J
Ofteming
fYkfth
Mat
1 MAXIMUM A L47P148LE PR $SEJRE fN FSF.
2 DESIGN 1$ MSEO ON OfE1v1HG WIOm, FOR MOVIPLE WAS,
CENWSWER ONLY TWO AQ ENT LINT i AT A TIC SEE WEE" r
3 REFERENCE TEST REFtif FTL,- 2902, 2903 AND ?975
4 ANCHQR TES: A. E3 t3 1/4" TAPLINS, EI8f&EO. (1 1/4- fiR
1/4' SS4 CRETE- FLEA, EMHtD. (1 3/4')
8 /12 SCREWS
5 sa AVOW SPACING ►IET#JLS SHOT 3.
SO
ea
'd BE iWED r WITH PGT WDU9'R`1ES PRODJCTS
I:. I'? cT; 1S i
Vialtp
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1 HEAVY t44t.l,. P'1E5SURE C L4RT 4
f Q O oragn '75
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ALJMINUM UK CLIPPED M IL'.1OM
(TS
6221
iwraM
• • ••• • • • •••
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• ••• • • • ••
• • • • • • • • • • • • • •
• • • • • • • • • • • .• ••
_�'1[tODUt CONTROL. Pi, Q''l ' " O ;fin e P C
POT Industries
1970 Technology Drive
Nokomis 11, 34275
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Your application for Notice of Act (NOA) t1t:
Sales PW- AI Aluminum lined Window Non-impact , c Imps Resistant
under Chapter $ of the Code of Miami -Dade County governing the use al' Alternate Mahal and Types of
Construction.' and completely described herein. has bents =commended for acceptance by the Miattil-Oade
County Building Code Compliance Office (&CC®) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserve the right to swum this
product or material at any time from a jubsite or manufacturer's plant` for quality control testing. If this
product or material tails to perform hi the approved der, BCCO may duke, moditr, or suspend the
use of such product or material immediately. ICCO yes the right Kt azevOke this vai,, if it is
determined by BCC that this product or material fails to meet the requitementS df the Booth Florida
Building Code.
MIAMI -OADE COUNTY, FLORIDA
McTIOZI4MOE FLAGLLR BUILDING
RUILVINOCOOE COMPLIANCE OFFICE
METRO4 Ai E FLAMER t1411L mmo
140 `VEST PLACLrR STRRFT. sum ImO
MIAMI. FLORIDA 31130-1363
;3GLs4 ' 5,11 IL ekt Mt1fg f71-
CONTRACTOR t itEMINt: SECTION"
005)375-2527 rAiri305137 rss
CONTttACrm1 mono-me r Division
Ma) ”5-2566 VAX MS) 175-19011
PRODUCT COyTltOt. ulvistttV
1315)333- 3,2 VAX O man)
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: o1- 0107..O1
is
.XPIRES: 09113/20 416
Raul Rodriguez
Chief' duct Control Divkiern
TiliS IS THE COVERSDWEET. SEE AnnrnoNAU P#.0 S FOR SPECIFIC ANb GENERAL
CONDITIONS
BUILDING CODE & PRODUQ' REVIEW COMAD1TTEF
This application for Product Approval has been reviewed by the &CCO and approved by the Building.
Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions sct
forth above.
APPROVED: t39f13f2::ill
rsarsisto J. Quintbsta. R_A,
Director
Mimi -Dade Comity
Building Code Compliance Office
1ts04s0008pc2001Nitempiacednetleeacoeppece =VW putt -.ee
tnteriet Mail address: liesonsgler buRdingeedeonline.eom Hilineirage: ititp: / /www.buildinscodkonliaz.e-Oi1
POT Industries
I.. SCOPE
1.I This approves an aluminum fixed window, as dcibed in Sccti ©n 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Cock (SPX), 199 Edition ror Miami-Dade
County. for the locations where the pressure requirements, as determined by SFDC Chapter 23, do
not exceed the ig, Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 .Sci cPW 7$1 Aluminum Fixed on -h pact and Urge Miss* Impact
Resistant and its roinponcin shall be conitructeil
in strict compliance with'she following •
documcr, `Drawing No 4231, Sheets 1 through 3 of 8 titled " Pi- 7O1 Aluminum Fixed Window.
date a 13ii 1; prepared by nranufa�cttu, signed- and scaled by Rob L Clark, p,py,, bearing the : '
Miami -Dace Courtly Product Control approval stamp with the Nutlet: of Aecoptancc number and
approval date by the Miami-Dade County Product Contra/ Division. These documents shall - .
hereinafter be referred to as rite approved drawings.
1-AGE 02
• • ••• • • • •••
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• t • •• • • • • • •
•
• •• • • • • •••
• ••, • • w •• •d,CCEPTANCE NP.: 014102.01 • • • ••• • • • • • • • • • • • • • • • • • • • .•
• • • • • • •
• • • • • • • „APPROVED: # •
EXPIRES: SEP Z"MMS
•• • • • •• ••• ••..
FIC rDiT1° 4
••. • • • • • • •• _•..
3. LIMITATIONS
3.1 This ap p ov al applies to single: unit application only, es shown in approved drawings.
3.2 Non-Impact Resistant windows, for Design Pressure Rating vs_ .1Windaev Size. sec Comparative
Analysis Tables in Sheet 3 of 8 of aPProvcd drawings.
3.3 .impact Resistant windows, sec. sign Pressure Rating in Sheet 1 (SS orapproved drawings.
4. !NSTALLATIO1`j
4.1 The aluminum fixed window and its components shall be installed in strict compliance with the
approved drawings.
:g Hutricarc proiociiott`Syam (shutters):' to determine whether the installation requires a. hurricane
protcCliow system or not, sec cur;cspilnc;ittg table in approved drawing.
5. LABELING
11 Each unit shall bear a pi=inarent label with the :neat --: luy -cs'= name
s�3d ter logo, city, state and
following statement: "Miami -Dade: County Product Control Approved".
6. BUILDING PERAIITREQUIRJNMl;NTS
6.1 Application for building permit shell the accomirtrtscd by cspiesofthe following:
6.1.1 This Notice of Acceptance
4.1.2 Duplicate :copies of the approved ed drays ings, as identified in Section 2 of this Notice of
Acceptance, clearly inarkedto sh?w the components selected for the - proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
2
Manuel ,' acz, P.C.. bust Control . ;t. min.cr
Produc 1 Division
AFT Industries,
NOTI
PAGE 03
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • 0•• • • •
• • • • • • • •
• • ••• • • • • •••
• • • • A
C CE
PTA
NCE No.: 01 -0102.01
• • • • •• • • • • • • • •
• • • • • • • • • • • • •
• • • • • • • s w i'• i OVE
• • ••• •
• •
E OF AC PTA
'CE
ST OND1
•• • •:.,'• • •. ••• ••;.,
• ••••••• •
I. Renewal of this Aceeptanee 1a li sly! ons tl red after a renewal tpptication has been liked
and the original submittedigairntnitairrni, Aeludingstest supporting data engineering documents,
are no older than eight (8) years.
2. Any and all gored pmehicts shalt be permanently labeled- with the manufacturer's name, city,
state. and the following statement: "Miami -Bade County Product :t Cornrol approved', or as
specifically stated in the specific conditions of this Acceptance.
Renewals of Acceptance will not be considered of
a. There has been a change in the South Florida Building Code aP timing the evakunien o�
product mid the product is not in cemplianee with lire code es;
h. The pmiium is no longer the same prodiuct. (identical) as the one originally approveel:
c.
lithe Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product;
The engineer, who originally prepared, signed and scaled the required &learsntoiatiota initially
submitted. is no longer practicing the engineering s iuu
d,
4. Any revision or change in the mat is use, andtor matturaoture of tied product or Press shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate tee) and , nt by this
Orifice.
Any of the following shall also be grounds for removal of t[tis Acceptance:
a. Ltnsatisfactoryperformance of this product or process;
b. Misuse of this Acceptance as an endorsement of product; for sales, advertising or any
other purpose..
6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available fer
inspection at the job site at all times. The engineer does not need to reseal the copies.
B. Failure to comply with any section of this Acceptance shalt be cause for termination and removal of
Acceptance.
nce.
9, This Acceptance contains pages 11, 2, and this last Page 3.
EN Or THIS ACCEPT N
CE
3
Manuel .' crcz, P. E., product : ontr inter
Produce ;!rot Division
•
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•..•••
•«..•
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•
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•
60',.EVwEtN FLATS
• • •• • • oximu tag 21'.65 sq. rt.
• .• • •
• ••••
•
• •
• ••••
•
FAN
96" X 47"
Moximarn Area 24.47 sq. I(.
FULL CJRCL.
06(Y
Maximum Area 19.64 sq. ft,
FLLlPTICAL
96" X 47"
Maximum Area 24.61 sq. P.
IAINEAL=LIMEACT wu o►
J.) Giiiirh 7 /14r memoir) SM/?NdE141ATo sumo. Outscer Pva
2.) CORP104.0110 as: 0
J J otedc A Perseess wins:
.sae PSF at *804 PS1' (.J /#e• Iran SY .TH(rN(P /.090 /3 /rs' ittotr sreENOvENED uti +r�
+J410 PSF a4 •Js.o Psi (3/18' MINE tCW'.02e /. /J$' Rill te0)
4.) ANCHOR' 14011244 tSPACIN0: PLOW
S.) MO VIWAYIS RECWREO
tt j ALL FRAME dvrv1s TO err SEW 6111<M°
7.) RE'F'ERI'INCE 1E57 IPORr FT1. -2797
A
ARCH.
48" X 96"
Maximum Area 30.28 sq. re.
DETAIL C
SEE stir, 7
f9➢WOVVAS GO�I'a'►1.4n1NTdlS
r
monnemaitoitrortsmat
6/13/01 REVRAWN 4~
NIAItkdt
ELEVAT1ONS 7/16 LAMINATED G.ASS
ALUMINUM Foa:D WtN.OQW
14+V raimt061' PwY�
ftonesnJan
Pa
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',AP
uv i i afa
: cti.c'o�
amok A srin 4 PW —F ®1 ars 3 •f 4� 42311
LTIW
£083 /AZ /RA
0L08036PS6
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WARIER CIRCLE
•
88" )f 58"
• • • •1e1ei imtzm Area 25.22 sq. it
TRA' E4QID
48" x 96"
Maximum Area 36.26 sq. ft.
OCTAGON.
60" x 80"
MaximuM Area 20.71 sq. ft,
L
EYfBRQ W
.96' x 48"
Maximum Area 3(1.24 sq. ft.
RECTAN
46" x 96"
Movireurri Area 32.00 ft.
96 x 48"
Maximum Area 25.1.3 sq, ft.
q . SIP T!t:iQW',1 -at
avowto col va ix n�
st
4griwZlidst.--
wootigAratebst Rower
81%ma cat co4 LIinkQ73g
--ram eantrat
4 /1J /Oa firDRAWN
£L£UA TVONA J t 8 LAM /NATCD GLASS
ALUMINUM FIXED WINDOW
•• taw 07.7 ,
Pa Ca $a• �n
Wag% n 4474 Nw •ma NTS 7■ 8 x'23
1
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bL08AZFtcg
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17
RECTAN
46" x 96"
Movireurri Area 32.00 ft.
96 x 48"
Maximum Area 25.1.3 sq, ft.
q . SIP T!t:iQW',1 -at
avowto col va ix n�
st
4griwZlidst.--
wootigAratebst Rower
81%ma cat co4 LIinkQ73g
--ram eantrat
4 /1J /Oa firDRAWN
£L£UA TVONA J t 8 LAM /NATCD GLASS
ALUMINUM FIXED WINDOW
•• taw 07.7 ,
Pa Ca $a• �n
Wag% n 4474 Nw •ma NTS 7■ 8 x'23
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• *so MaxiiMIlfea 21.65 sq n.
• . ••
• ••••
• •
• • ••••
• ••••••
•
060"
Maximum Area 19.54 sq. It.
••
• •
• •••
•
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• •
FAN
} 20' x 555 •
Maxintirrr Area 35.20 sq. ft.
LE LIE JC, 4
120" x 4r
Max #um Are 31.46 sq. It.
A
ARCH.
60" x 120'
Maximum Area 4732 se. It.
IXTML C
SEE SH i . 7
MON
WM SS
4
1.) L448(�VYir�"' 1IENVtr!
,k) tale °tar ! PR $3/RE i► fl SSE coot, mILvsrs eer.s a e
44 °; &WNW SP VC:
IfirOMMO ail them
c�./ At remote ,ceirg `rei #g trAr4 syt
A) Reillf&ket 7W is rVC_2,t ta34
"i/Lsi4P' REDRAW
ELE+ AT)ON 3 '16 TEMPERED- GLASS
ALUMINIUM FiXEO WI/4100W
•
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• •
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..___42fitER CIRCLE
• • •88 " x 66"
. •
MoxfthetrfPlArea 25.22 sq. ft.
• • • •
•
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• • • •
TRAPEZSID
son x 120"
Idioxirnver km 43,75 sq. ft.
120" x 60"
Maximum Are 39.27 sq
110E-IMEAS!..raff,
QQI
60" x 60"
Maxerrwm Ares 20.71 sq. ft.
Rata
_EYEaBOW
74" x 37"
Maximum Areo 1783 rm. ft.
,RECTANGL..
60" x 120'
4foxigiggi Areg 5000 .51. ft.
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cream ra,04.._" Ottigalt_
IRON
ALUMINUM FIXED WINDOI
11.1274 03W— TN
4tr 8
of"
4231
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,RECTANGL..
60" x 120'
4foxigiggi Areg 5000 .51. ft.
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a 1,
oremb ii,soewtrrsa %Oa 110.
vq,'
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sagintatermai
ilgtonotvottua
cream ra,04.._" Ottigalt_
IRON
ALUMINUM FIXED WINDOI
11.1274 03W— TN
4tr 8
of"
4231
like
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• •
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$ /t6 Willa QtASS
X16' fa HO. UPTON "oa try° Roe liA WAY tni W WOW
Ve er uxe
& ALF,�'RryAIT7�p � cl'r 4
NOTE'S: f. MAMMA OVERALL DIMENSIONS ARE APPLICABLE TO SCCT1 NEC ARCH. SHAPES
ANCHORAGE METHODS ARE APPLICA9LE TO Al SHAPES SHOWN ON SHEETS I'
THROUGH 4 OF 8.
Z REFERENCE rev II?EPORTS: FTL -2753, FTG -2760, Fit. -2797 & FTE -2815
sotariefticaliAtmette
PJl
,.. - s. �, r. 2a w . 41 :: T . v 4
ALUMINUM F7XED WINDOW
• •
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BILL OF MATERIAL
6633402
9 &05E° FOR 3/76 GLASS
4IEN R 'Envoi?
606,3-T5 AF- 1224;
6963 -T3
SPEMEa OR m
001V/G.E. o r
MT SPECIALISTS 0 Ft 0 a
6291510
SE'E NOTE
StAA1 SEALER
V? 6 TEAVERED LASS
/6 a 7/8 FL. PH. TEK
7/16 LAM (.1 8241090/.1874
NpTE: 1TEAF 9 & 11 USrS DUPONT 6UTACITE PVf3 11.1TE 'ER
FT_ - 7Q I FBA A
REFERENCE TEST 9tEF'0R75: F11- 476J. F7L -2786. TM-2797 *' SE'S
WI
�.gTlOIV
Wig
WINDOW W10TFi "T1P r0 77P J.09
W11VC+OW NOWT `TIP T4 7?P° - 3.O0"
smovaims oorunm nxtia
wait aiOUAZArsifilMoa
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• PEMIR
EXTPUSION PROFILES JJc B, 0. M.
•
AL UMIN (1M FIXED WINDOW
Suits
PW ^7t!!
--obi —too nrt rA2
a�Ys �uttY�
-I tw- .1/rd' meaty
ar
/is• mist .r.w .060 riVrtev Iti .
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CLASS
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SILICON
GLAss
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••
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of T61 l'_
7) '. 90' CORNEA?
CONNE'CTTON
w LAMINArca or4s .
orre tNC( TEO AVM r1L -271s, t`R� eaa 73
ref/St A 21, 2,100 DEMI
,3/1 E" TEUP RED CLASS
WNW; a Uattyddi Kline
taviai: ai aaruatiei.
CORNER "DETAIL
ALUMOIUM
I�7kaD. � am F aIXy (L7 WINDOW
rC t er n 'A' mt
aLLOLIEVELgEaSIASS
[rvr,r �•
a.) Negative Design Loads based on Campardtive Analysis and Gloss Table ASIM E2300.
2.) Positive Design Loads based an Gor pcnative Analysis and Woier Test vressufe.
3.) Numbers core for 112 screws or 3/16" topcons.
• ••
• •••• 4' 10:cher nylon spacing: 7i°
• • ••0• • • • •
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36.00
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IIIMMMINEMAININIZMIRIMMINI
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Frail ='= iEa"7 orsonr$. d?L- 2 3, Fit. -2 , & 2816
ra WTI
!< 111 01,7003M•11•
CCM
ECOVIAMAKI
1a1
a IJ,C6
1
COMPARATfi/E ANALYSIS NON -- IMPACT
ALtIMINIJM FIXED WINDOW__.
ro
vinimo•
P.4
x n. son PW -701
NTS'
8" 8
4231
0
1&
r .) N ggbiver assign Lauds posed on Comparative Analysis and Clogs Table ASTit4
E1300.
2.) Positive design toads based on Comparative Analysis and Rioter rest Pressure.
3.) Numbers ore for ift 0 screws or 3/16 Tapoans.
4.) Mellor maxirnurn spacing, 15'
,aegaiive 0esigo Loads
Windy
Window Widths
fie:ights
1112
4. 40
26.500
37,000
800
80.000
60.000
74. +00
26.000
120 . • •
95.10
81,00
78.60
5'. '0
53.60
48.40
42.20
37.000
1 r5. 7,0
85.70
7 '.40
40.00
40. +0
4'.00
s �'
; 90
Positive Design Loads
Nlinaow
V ridow Widths
heicets
i 9. 125
2400E ,'�fi.500
.J .000 48.000
53.125
80.000
74. 00
26.000
P oo
95,10
8 f .0
78.60 59..: 0
* .60
48.E
42.20
,3 7.000
900.00
85,70 _
77.40
4 c0 -40.00
40,&0
37.1 s
28.90
REFERENCE T1ST FN. -2748. 2756 2758
• •
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FMPARAT!VLQ!1?ACL 3✓16A�
ALUMINUM FIXED WINDOW
g '9 550 8
I,bn1
PE 12
sma•u
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• . • • • • • •
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
• • ••• • • • • •••
• ••• • • • ••
• • • •• • • • • • • • •
• • • • • • • • • ••
Acc�F;pT�t
PRODUCT CONTROL NO'Ph R OF
I'GT Industries
1070 Technology Drive
Nokomis ,FL 34275
•• • • •
•
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• • 9 • •
•• • • • • •
•
• •
••• ••
• •
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••• ••
BUILDING CODE COMPLIANCE OFFICE
MFARO -DAI)E FLAGI,F12 BUILDING
140 WEST FLAGLER S'nth1 r. SUITE l 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR Itc KNSING SECrtoN
(305) 375 -2527 FAX (305) 375.2558
CONTRACTOR 1 NFORCI IFNT oivisIUN
(305) 375.2966 FAX (305) 375 -2908
PRO111'c r CON-rani. DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Series SWD -101 Outswing Aluminum French Door - Impact
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0417.04
EXPIRES: 11/22/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIIONAI, ('AGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING: CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the 13CCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 09/06/2001
11s0 45000I\pc200011templates1notice acceptance cover page doe
Internet mail address: postmaster slbuildingcodeonline.con1
Francisco J. Quintana,
Director
Miami -Dade County
Building Code Compliance Office
liomepage: http : / /www.huihlingcodeonline.com
• • ••• • • • •••
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• • ••• • • • • •••
Vinyl Tech/Progressive Glass Technolaay.
• •••
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NOTICE OP•A 1111%,):iPF.;• �11IVECIFIC CONi)ITIONS
1. SCOPE •• • • :: • ••• :::.• •.•
1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February
18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice
of- Acceptance, designed to comply with the South Florida Building Code (SFI3C), 1904 Edition for
Miami-Dade County, for the locations where the pressure requirements, as determined by SFLBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
ACCEPTANCE 1'TANCE No.: 01-0417.04
••
•
:X4'PROVED
• •
•
I ?XPIRES
••
: September 06, 201)1
: November 22, 2006
2. PRODUCT DESCRIPTION
2.1 The Series SWD -l01 Outswing Aluminum French Doors- lonpact Resistant and its components
shall be constructed in strict compliance with the following documents: Drawing No 971, titled
"French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with
revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and scaled by Robert I.. 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. These documents
shall hereinalier be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit application of pair °I-doors and single door only, as shown in
approved drawings. Single door unit shall include described in the active leaf or this approval.
4. INSTALLATION
4.1 The outswing aluminum French doors and its components shall be installed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected liar the proposed installation.
6.1.3 Any other documents required by the building Official or the South Florida Building Code
(SF13C) in order to properly evaluate the installation of this system.
1sti�� ) .G /- L.4cI4
!shad 1. Chanda, P.i:. Product Control Examiner
Product Control Division
Vinyl Tcch /Procressivc
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• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
Class Technology. ACCEPTANCE No.:
01- 0417.04
• ••• • • • •• •
• • •• • •i •• •
• • • iE1��1•'ROVEU September 06, 2001
• • • • • • •
• • • • • • • • • •
• • ••• • • •
EXPIRES : November 22, 2006
1• • . . •• ••• ••
NOTICE OF :•S`I•ANI)ARI) CONDITIONS
• • •
•
•• • • • • • ••• ••
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documentation, including test supporting data, engineering documents, are no older than
eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acccptancc will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation oldie product;
d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is
no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture oldie product or process shall automatically
be cause for termination of this Acccptancc, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acccptancc 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 Notice of Acccptancc is
displayed, then it shalt be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, Nvhere it applies, shall be
provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site
at all time. The engineer need not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acccptancc.
9. This Notice of Acccptancc consists of pages I , 2 and this fast page 3.
15tvin 1 . C_laau..ice
Ishaq 1. Chanda, P.E. Product Control Examiner
Product Control Division
ENi) OF THIS ACCEPTANCE
3
7 1/2"
• •
• •
•
.•
• •
•
•
•••••.
•
•
95.750
•
•
•
•
•
•
••
.7 1/2"
x
37.500 "r. 1
--1 �7 1/2" 7 1/2"
.L5_42*
13.5'
2 POINT
LOCK
OPTION
0/•
/•
//.
/ ••• •
• // •• •
•
••• •11
•
•••,- -13 " -1
• • AAM:X. • • •
014 CENTER • • •
& SILL •
••
•••
•
••••
13.5"
I TYP. MAX.
.5 1/2"
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
xx
71.750 6ZU
-° {- 7 1/2•
95.750
441.8.
7 1/2"
/1/
2 POINT
LOCK OPTION
/
5 tj2«
13.5" 5.) NO SHUTTERS REQUIRED
6.) REFERENCE TEST REPORT FTL -2241
7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4
LARGE MISSLE IMPACT COORS
1. GLAZING: 401/.464 LAMINATED w /INTERLAYER (MONSANTO OR DUPONT)
2.) CONFIGURATIONS: X. XX
3.) DESIGN PRESSURE RATING:
3;) 4F4 Lev ..75 PET- -75 P.Sr
3b) .401 LAN.: +60 P.S.F. -60 P.S.F.
4.) ANCHORS:
MAX. 7 1/2° FROM CORNERS (HEAD & SILL)
M4X. 5 1/2° FROM CORNERS (JAMB)
MAX. SPACING AT HEAD & SILL: 13.000
MAX. SPACING AT JAMB: 13.500
13.5°
TYP. MAX.
5 1/2"
[1:7
3"
MAX.
ON CENTER
TYP. READ & SILL
I 1
03/,
Robert L. Clark, R.E.
RE. #39712
Structural
SEALANT ON
FRAME CORNERS
de PANEL CORNERS
1433131333:
0) added 2pt. lock info
PRODUCT RENEWEi)
ACCE 1104CE AIU a 1- G Li 1, • C}
EXPut:a 413A'I7 No+Ew 44 022,
u, 15445 ,
RIOIIUCT tnerTP311. 13111510•1
11IJrWM4i (6701 00M1b'JMCE 011-ICE
7616.en666 11616-6 86164•
81331433 ! 1/84
tsiatelt I*
0144333 1)00 3
A°gdm t r•
Noledat
sorie3/uodot
SWD -101
1070 Technology Dr.
Nokomis, Fi.
34275
Rom? 8y:
D.B.
Dote:
11/17/00
Drown e,^• D.B.
aka BY• lD3ts
Doe:
/16/98
0333113tion:
French Door — X, XX
P07 HO:
•b£71110R
5406:
7x
Shoot:
1e74
Dwain, No.
971
Rev:
0
•
.250
MAX. SHIM
SPACE
ROUGH
OPENING
SEE SHEET 3
FOR ANCHORS
ROUGH
OPENING
71.750
1.750
250
MAX. SHIM
SPACE
� - ROUGH
OPENING
3.000 —"1
1.272
•
•
•
• ••
•
•
••i•�5.75a
• ••
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• ••
• • •
•
•
•
93,625 •
••
• •
• • ••• •
• • •
• •• ••
• •
• • •
250 SPACE M
,
1.479
84 3/4"
DAYLIGHT
OPENING
4.000
.489
EXTERIOR
f-- 3.000
t
25"
DAYUGHT
OPENING
VERTICAL SECTION
INTERIOR
1.489 .250 0
�
SPACE M
ROUGH OPENING
HORIZONTAL SECTION
Ro do, Clark P.E.
P.E. #39712
Structural
INTERIOR
1.480
PRODUCT RENEWED
A(Y'Errom'e N. CSI- l GcI
E..CP1RA71ON DAM. {NT:NE.4 M 2Z )20c,6
PRo R.'P tilifraW4Y1YISIGN
Buko t, w[ oonlrusNcEU }7iC
Revisions:
D) added 2 pt. lock info
Jetaranees R Am. Netter.
D t /s4
:
DrOWs
Atstessn s 1'
sedwAtoaok
SWO -101
1070 Technology Dr.
Nokomis, FI.
34275
Rowe, lake:
D.e. ❑ /n/oo
CAW By: (Dote:
Deatnption:
French Door — Elevations.
Orono By; D.B.
Date2/16/98
POP NO:
VENDOR NO:
Sews:
Sheet:
2e /4
.boring No.
971
Pew
•
•
•
• • •
•
•
•
•
•
•
•
• • •
• • • •
• a • •
• • •
•
• • •
• • • • •
.250 -I—
FAX. SHIM I— .3.000
SPACE
1.1_P ' .1
OR 417f ° LW wirgleattr.skraumumaris
SEE NOTE 4 ON SHEET
orsloti PRESSURE RATING: i60 ,1O.
3 P0/NT LOCK ASSY, 2 POINT LOCK ASSY,
3/16 ANN.
.090
arroum
3/16 ANN.
o 1111 e
1
MAX. SHIM
.250 I
SPACE
3.000
• k • ; •
SEE NOTE ON SEEEL1
DESIGN PRESSURE- RATING. S75 n£,1
PRODUCT RENEWED
m:cErr.vcs Fe," 4)1 -C)4‘.-1 ' 14
EVIRAT1ONDATE 1\1046.40Eit Z2 I 2004
Ily 151,41 .
• vstootr.4 vr.nou.
tuomedIap1 o. OtM3 rwm-E
&Maio*:
0) odded 2 pt. lock info
Attommutcaulogst
no**. 4 1/64
Drobot
.0 4
Booked AO
*Om: 1
92.160.10ank
SWD-101
1070 Technology Dr.
Nokomis, F7.
34275
INDUSTRIES
Amid ay: r•
e
11/17/00
Robert L. aark, Paw. SY:
RE. 0.8.
#39712
Onoiptlem
Mut 8y: rae: French Door — Exploded/Glozinq
POT NO: MOOR Na : soak Shoot: Dap N.
3 04 977
n/16/98
Roy:
0
ITEM DESCRIPTION V.T. QTY. /DESCRIPTION
1 DOOR HEAD /SILL 60375 ALUMAX
2 000R JAMB HIN . 60376 ALUMAX
rrr f
1•32.250 x 187 FM/SEAL STRIP f�`f a• .7 •rr• Iii 7•:.' �.vi:it.$»
FRAME JAMB
F/iAME 9E40
GIAttNG BFAp (Bolt Fonts)
OU SWIN THRESHO f
60380
60411
65170
1069M
A
60378M
7WASHA
7JNUTA
1 door to & bot. rail
2 /ea. door top & bot. roil)
2 /ea. door top & bot. rail)
2 ea, door to. & bot. rail
73 - 76x7. C NUT
�F7F SCRa1L'Fii '
IP II P S ltI.T JfL7 [3l�L�7 Li+i -�
Effixogi
PAL' IIAFlZ[-T
wannverrmtramiror
'Emir 14wRa .7:iix ima11+1�il30/
Eif/ IEYyrrra�T>i>;�
CfO f r [Xi/ • + + �1. -re ►ado ['lr
fQ
:ff
[% 45 . fir ,. r . .
. HD. PHIL
FlVUATZM F17:k7i:L?l�
�� ,I±�k11IrlSrli�
r r.
Ei�iIL'i1.' 7lttr1
D '
0-90 OCK
hin.= — hin•e —door '.mb
hin.e &bin.e —frome 'amb
bot. of 1 . as ra.ar
slide bolt locks
VENDOR VENDOR
AF -10375
AF -10376
I `r US RIAL
ALUMAX
FASTED INDUSTRIAL
FASTEC INDUSTRIAL
AF -10380
AF -12376
AF -12375
AF— 10378
r..
f;lS!! ffLe2Ei :iC4
■ �i FrT' J ! 71 iT � I ,7r� �
a`La[r1:�14df�Y!E•711Ie�
4U81. K
6!200K
astra als fr. 'ambs & head
® r.h. as ref al
PGT IND STRIES
0200X190
FD3PTAY
® r.h. astro•al
® r h. astra • al
TYP. SILO
Robert L. Clark, P.E.
P.E. #39712
Structural
• r.h. astra•al
PR!>•UCTS
PP:ODUCT R N . :' 4 •
ACCEl°rANCS14,.6t —e4k :0'4
rani rsoN fl.%77r. vern40021200C
•
1 tM). Zla� '11Stt(4�yy
t7Utl�D7a9n aR4 <�.*SYvaC E d° F1ScE
0) added 2 _pt. lock Info
744443436 1106... Ealet
143443e0 4 7/84
eztind .d
Mgrs S 1'
mower
U*3/Nadok
Sw0 -101
1070 Technology Dr.
Nokomis, FI.
34275
USTR
Thad ey: orta
LLB. 77/77/00
Drava e1:
D.B.
Chfd Drrim
dote:
Desarptaxu
French Door - Anchorage/B.O.M.
161 NO VENDOR N4 Seek: Seel• &wig No.
4014 971
Rev:
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
M IA Pal IOADE MIAMI DADE COUNTY. FLORIDA
• • • • • • •' • • • • • METRO -DADE FLAMER BUILDING
BUILDING CODE COMPLIANCE OFFICE ( O) • • • • • • • • :140 WESTFLAGLER Srusf, SUITE 1603
PRODUCT CONTROL DIVISION '.' • ••. '.' '•' • •• MIAML FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NON.. • • • ••• • •
PGT Indus r es • •
1070 Tedmology Drive • • • • • • a ••• • •
•
Nokomis, FL 34274
SCOPE.
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed by Miami -Dace County Product Control Division and accepted by the Board of
Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AIM.
This NOA shall not be valid after tie expiration date stated below. The Miami-Dade County Product Control
Division (Iii Mucci Dade County) and/or the /Iii (in antes other than Miami Dade County) reserve tlx 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 Azar 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 mein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series C-740 Aluminum Casement Window - impact
APPROVAL DOCUMENT: Drawing No 7045 -8, titled "Aluminum Casement Wmdow, Impact' , sheets 1
through 12 of 12, dated 12/17102 with revision C dated 7/10103, prepared by manufacturer, signed and sealed by
Lucas A. Turner, P.E., bearing the Ward -Dade County Product Control Revision stamp with the Nntice: of
Acceptance number and expiration date by the Miami- -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
foilovving statement "Mani-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
chose 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 ties 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 uses by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 02- 1224.02 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 Manuel Perez, P.E.
NOA No1114611.02
lratiion Date: May 22, 2008
val Date: October 9, 2003
Page 1
NOTES: LARGE MIS I ,,E WINDOWS
1. GLAZING OPTIONS:
A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8"
ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENER x 0 x Q X
GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. &
B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8"
HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF 2 2
SOLUTIA OR DUPONT PVB.
C. 7/16" LAMINATED GLASS COMPRISED OF (I) LITE OF 3/16"
ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED 0 0
GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB.
D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" u ..
HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF
SOLUTIA OR DUPONT PVB.
E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1)5116* LAMINATED COMPONENT WITH
A 3 /8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA
OR DUPONT INNER LAYER.
2. CONFIGURATION& X, XX, XO, OX, MU, 0
3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE
MIAMI -DADE COUNTY).
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE
MIAMI -DADE COUNTY).
C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MAMI -DADE COUNTY.
D. FOR "X" CONFIGURATIONS SEE SHEET 4.
E. F 4.
F. FOR a "COX" & "0" CONFIGURATIONS SEE SHEETS.
G. FOR %COX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6.
H. FOR UNEQUAL LITE "COX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7.
4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS:
HEAD & SILL: MAX 4" FROM CORNERS
MAX 4" & 7" ON EACH SIDE OF MEETING RAILS
MAX. 141/2' SPACING ON VENTS
MAX 13" SPACING ON FIXED LITES
(2) ANCHORS 3" APART AT MID -SPAN ON FIXED ._ITE ONLY
JAMBS: MAX 4" FROM CORNERS
MAX. 13" SPACING
(2) ANCHORS 3" APART AT MID -SPAN
NOTE: 114" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, BAND 7 FOR ALLOWABLE DESIGN
PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS.
5. SHUTTER REQUIREMENT: NONE REQUIRED
6. NARROW JOINT SEALANT IS USED ON ALL FCLJR CORNERS OF THE FRAME.
7. REFERENCE TEST REPORTS: FTL- 3680, FTL- 3582, FTL -3587 ANC FTL -3729
CONFIGURATIONS OPTIONS
2
4
0
0
X
4
NOA DRAWING TABLE OF CONTENTS
SHEET
NOTES 1
GLAZING DETAILS 2
ELEVATIONS 3-4
DESIGN PRESSURE TABLES 5-8
SECTIONS 9
CORNER CONSTRUCTION 10
EXTRUSION PROFILES 10-11
PARTS LIST 11
ANCHORAGE. 12
• •
• - -4141
• • • 00• •
• •
00 •
•
• •
•
O 000 • • •
•
•000 • •
00 • •
• • • • •
.0 •0 0. • •
4 •
• •
• 0410"
• •
• 0000
• • •
•• • •• ••
• • •
•• •
PRODUCT REVISED
adding Code
Aaceptasite
•
•
•
3117/
Os&
33
A
,.
c
cur
REVISE ANCHORAGE NOTE4
ADD t3H8'LG. 8 MOVE &Ana DETAILS 70 SdEET2
No 014114GE THIS SHEET
Czar I
107D TECHNOLoaroliner
NOKOMIS. Fa setts
as DDr r629
NOKOASS FLSe274
Vsr>b Better
NOTES AND TABLE OFCDNTENTS
ALUMIIVUM CASEMENT WINDOW, IMPACT
` NTS I 1 `""
d 12 7046-8
74o/a3
Wyatt ATurner, P.E.
PE1
Mach•rdoal
•
14
•
w- .090 SOLUTIA OR DUPONT PVE INNER LAYER
1/8" ANNEALED GLASS hr-- 118° HEAT STRENGTHENED GLASS
3116° ANNEALED OR
HEAT STRENGTHENED GLASS
00
13116"
318" AIR SPACE
118" HEAT STRENGTHENED GLASS
.C90 SOLUTIA
-�— OR DUPONT PVB
INNER LAYER
5118' LAMINATED COMPONENT
118" HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INNER LAYER
1/8' HEAT STRENGTHENED GLASS
.85" NOM.
GLASS BITE
• •
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•
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• • • •
•• • •••• •
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PRODUCT ISVISRR
n, smooth% iallb Me Finial
Attatiliona i 02
FA 33
8
RECIRAw GLAZING ZING DEr,J1S a AOO 19118' LG.
FA
er
Meta
7/10!03
FJG
NO CHANGE THIS SHEET'
1070 1E02 04Qt37 M1VE
'MOM FL 31275
RA BOX 1528
NOKCMIS. FL 34274
Visibly Reiter
GLAZING DETAILS
Mir
7 fo j
ALUMINUM CASEMENT WINDOW, IMPACT Lucas � P.B.
�oa.a•e .}+r shat b.•w•xa ,ar:
G4.748' I NTS 12 d 12 7045 -8 [ C Mechanical
•.••
•.
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•
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•
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• • •.
••
•
••••
•
••••
•
CENTERLINE
1 1/2"
1 1/2"
ANCHOR
LOCATION
TYP.
MUD-SPAN ANCHOR DETAIL
(SEE SHT. 1 NOTE 4)
ANCHOR
LOCATIONS
(SEE SHEET 1,
NOTE 4)
SEE MID-SPAN
ANCHOR DETAIL
TYP. (2)
T
13" MAX. O.C.
t
4" MAX.
t 4" MAX.
SEE MID-SPAN
ANCHOR DETAIL
M. (2)
30" MAX.
DAYLIGHT
OPENING
MEETING RAIL DETAIL
(SEE SHT. 1 NO-E 4)
134' MAX. WIDTH
63" MAX.
DAYLIGHT --
OPENING
A, DENOTES HINGE
LOCATION AT HEAD &
SILL OF'X"PANELS,
TYPICAL.. SEE HINGE
DETAIL SHT. 4
SEE MID -SPAN
ANCHOR DETAIL
TYP. (2)
74" MAX. WIDTH
MAX.
"-- DAYLIGHT +-
OPENING
13" MAX. O.C.
i
4" M
} 4 "MAX.--J
30" MAX.
DAYLIGHT
OPENING
1
/ X
SEE MEETING
RAIL .DETAIL
TYII. (2)
56" MAX.
DAYUGHT
OPENING
63" MAX.
HEIGHT
I 141/2" MAX O.C. TYP. •
ELEVATION "B" - 83" HIGH'DOC" "• •
(SEE SHEET 5 FOR PRESSURES)
A NOTES "X" PANEL MAY SWING
IN EITHER DIRECTION
r/
.r
0
`-°- 13" MAX O.C. -+-- -m.
37" MAX.
VENT TYP. SO' MAX. FIXED
56" MAX.
, DAYLIGHT
OPENING
63" MAX
HEIGHT
•
••••
• •
••••
•• ••
••••
• •
••••
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• •
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•
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•
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•• •
• • •
•• • •
•
• • •
• • ••••
• •
• • ••••
•
'� I •--ur 1 14112' MAX. O.C. VENT HEAD & SILL ONLY
SEE MEETING RAIL DETAIL TYP, (4)
ELEVATION "A" - 83" HIGH "COX" (SEE SHEETS 8-8 FOR PRESSURES)
•• • •••
• • •
•
•• •
PRODUCT REVISED
taambisprilb theFiwide
Stsidbm Cork
Ateeplaser Me
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7710103
romdeac
A
REVISE' ANCHORAGE
e
c
CHANGE StSEEMO. R EN ES
ADDHINGE LOGATONDETAILS
Oar
t7/d2
C•nvt•p
owe:
1070 TEE1O{0tOGYDRIVE
Na. H.34
P.a. B¢lt 1678
NOROMAL FL 94274
Bar
Itisilgy Better
'XCX"& War ELEVATIONS
AL• UMINUM CASEMENT WINDOW, IMPACT
QA.740 I NTS ( 9 " 12 rriuft 704543 I C
7/(o /©7
tames A Tumv, P.E.
P84bE201
Mechanical
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (2)
13"
MAX.
O.C.
32" MAX. WIDTH
MAX
DAYLIGHT
OP ! NG
® DENOTES HINGE
LOCATION AT HEAD &
SILL OF °X° PANELS,
TYPICAL. SEE HINGE
DETAIL $HT. 4
SEE
MIDSPAN
ANCHOR
DETAL
SHT. 3
TYP. (2)
65° MAX.
DAYLIGHT
OPENING
4° MAX.
72" MAX.
HEIGHT
I {{ 141/2"
4° MAX I — k MAX. o.c.
ELEVATION "C° - 72 HIGH "X"
(SEE SHEET 5 FOR PRESSURES)
NOTE: 72° HEIGHT
AVAILABLE WITH
SINGLE VENT
CONFIGURATION
ONLY
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
TYP. (2)
HINGE LOCATED APPROX.
FLUSH AGAINST JAM,
TYPICAL HEAD & SILL
HINGE LOCATION DETAIL
14 112° MAX. O.C. VENT
HEAD & SILL ONLY
13°
MAX.
13"
MAX.
O.C.
4" MAX.
3r MAX. WIDTH
30" MAX.
DAYLIGHT
OP NING
1
56" MAX.
DAYLIGHT
OPENING
X
A 60" MAX. WIDTH
53" MAX
DAYLIGHT OPENING
SEE
MID -SPAN
ANCHOR
DETAIL
SHT. 3
'TYP. (4)
63° MAX.
HEIGHT
I _141/2'
4" MAx MAX. o.C.
ELEVATION °D° 63" HIGH °X°
(SEE SHEET 5 FOR PRESSURES)
4° MAX.
1 4" MAX. _
37" MAX VENT t 60° MAX. FIXED
97° MAX. WIDTH:
30" MAX. 53" MAX.
DAYLIGHT - DAYLIGHT OPENING
OPENING
58" MAX.
DAYLIGHT
OPENING
13
MAX.
O.C.
4 MAX.
-- -� -13" MAX. O.C'
63" MAX.
HEIGHT
•••.
4 MAX •
• ELEVATION °E"- 63" HIGH "O" •,,• ii• • ••
(SEE SHEET 6 FOR PRESSURES) • ti ••••
•
® NOTE: "X' PANEL MAY SWING
IN EITHER DIRECTION
HEX
A `- 1
13" MAX. D.C.
SEE MID -SPAN
ANCHOR DETAIL
SHT. 3 TYP. (2)
HT SEE MEETING,
RAIL DETAIL SHT. 3
TYP. (2)
ELEVATION "F' - 63" HIGH'XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-6 FOR PRESSURES)
•.
.•
• ,•••• • •
•
••• • •
•
•• •
• • • • •
•• •• •• •
• 1•••. •
• • •
• • ••••
•
• • •
••••
•
•
••
•
• • •
• •
••••
• • •
•• • •
PRODUCT REVISED
as eamply.legoith the Florida
Beidiag rode
•
•
F.K
lievaefer
F.K.
gamailJg
F.K
trasn6Y
F.K
Maw
311743
bac
m0/xr
12!97102
ftlataloost
A
knW""c
B
•
c
Ohmage OF
Ft
A MIE ANCHORAGE
CHAINIE SHEET NO. RacERENCES
AMNON DETAILA HINGE LOCATION NOTES
now
i TECHNOLOGY ORIVE
moot= FL $4275
P.O 119X t
NZIKOMIS, R 3t?r4
Onctibilsr
IC; 'O ISO'& OIL ELEVATIONS
VLsih Satter
ALUMINUM CASEMENT WINDOW. IMPACT
CA 740 NTS 14 d 12 I � 7045 -8 I C
Lucas A.TumE. P.E.
PE t1582t
Mechardad
•
\ _
58" M
MAX.
13" MAX. D.C.
SEE MID -SPAN
ANCHOR DETAIL
SHT. 3 TYP. (2)
HT SEE MEETING,
RAIL DETAIL SHT. 3
TYP. (2)
ELEVATION "F' - 63" HIGH'XO" & "OX" UNEQUAL UTE (SEE SHEETS 7-6 FOR PRESSURES)
•.
.•
• ,•••• • •
•
••• • •
•
•• •
• • • • •
•• •• •• •
• 1•••. •
• • •
• • ••••
•
• • •
••••
•
•
••
•
• • •
• •
••••
• • •
•• • •
PRODUCT REVISED
as eamply.legoith the Florida
Beidiag rode
•
•
F.K
lievaefer
F.K.
gamailJg
F.K
trasn6Y
F.K
Maw
311743
bac
m0/xr
12!97102
ftlataloost
A
knW""c
B
•
c
Ohmage OF
Ft
A MIE ANCHORAGE
CHAINIE SHEET NO. RacERENCES
AMNON DETAILA HINGE LOCATION NOTES
now
i TECHNOLOGY ORIVE
moot= FL $4275
P.O 119X t
NZIKOMIS, R 3t?r4
Onctibilsr
IC; 'O ISO'& OIL ELEVATIONS
VLsih Satter
ALUMINUM CASEMENT WINDOW. IMPACT
CA 740 NTS 14 d 12 I � 7045 -8 I C
Lucas A.TumE. P.E.
PE t1582t
Mechardad
•
1- .1:rovj w.?.►w i:mil cxi soi ti(.1:F• -3� pica aria r1,:i.K L-tsr i r irol ow'j+)
i K.I:4 E : .11[;i klatiMAE:iii. A►f ii7F7� iI�iii�':l�i��T17ei;F.1[o4 �ifiFl iJ:67 ikrt[ 11�':;:Ir( yr lliti TiatViC7girrrilll VA 3iL: /1111111.
"X"
WIDTH
19.125
24.000
26.500
30.000
32.000
34.000
36.000
37.000
A
B,E
A
B,E
A
B,E
A
26.000
31.000
36.000
38.375
43.000
48.000
50.625
"X" 'WINDOWS
TEST REPOR 8: FTC -.
FTL -3587
729
11111111 57.000 1 i t'F i
t L CI 1L t�� t r L i L °i1. w�j ' ° Ii i ..J • .II ''•�u L L !JL�► u. rued 'rig r:1 1L '.�� r�T* 1I I
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
70.
70.0
70.0
70.0
70.0
70.0
70.0
-90.0
-90.0
-9D.0
-90.0
-90.0
.0
-87.4
70.0
70.0
70.0
70.0
70.0
70.0
70.0
1 1 '_.1 i MO G'i 1 lain
-90.0
-90.0
-90.0
-90.0
-90.0
-90.0
-77.6
-90.0
70.0
700
700
70.0
700
700
700
1 f
-90.0
-90.0
-90.0
-90.0
-83.6
-90.0
-68.4
-90.0
70.0
70.0
70.0
70.0
70.0
70.0
4
70.0
-90.0
-00.0
-90 .0
-90.0
-79.9
-90.0
-63.9
-90.0
70.0
70.0
70.0
70.0
70.0
70.0
63.9
-90,0
-90.0
-90.0
-90.0
-75.4
-90.0
-60.0
-90.0
70.0
70;0
700
70.0
70.0
70.0
60.0
-90.0
-90.0
-90.0
-910
72.4
90.0
-58.5
70.0
700
70.0
70.0
70.0
70.0
58.5
70.0
-90 0
-90.0
-89.6
-90.0
-89.9
-90.0
-56.2
-90.0
70.0
70.0
70.0
70.0
69.9
70.0
56.2
70.0
-90.0
-90.0
-86.3
-90.0
-67.8
-90.0
-53.4
-90.0
70.0
70.0
70.0
70.0
67.8
70.0
53.4
70.0
-90.0
-90.0
-842
-90.0
-66.2
-90.0
•51.3
90.0
70.0
70.0
70.0
70.0
662
70.0
51.3
70.0
-90.0
-90.0
-83.2
-90.0
-65.0
-90.0
-49.8
-90.0
70.0
70.0
0.0
70.0
65.0
70.0
49.6
70.0
-90.0
-90.0
-81.7
-90.0
-63.7
-90.0
-48.3
-90.0
70.0
70.0
70.0
70.0
83.7
70.0
48.3
70.0
900
-90.0
-75.0
-75.0
-75.0
-75.0
75.0
-75.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
-90.0
-90.0
-75.0
-75.0
-75.0
-75.0
-75.0
-75.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
86.3
-90.0
-75.0
75.0
-75.0
-75.0
-73.7
70.0
70.0
70.0
70.0
70.0
70.0
70.0
-81.0
-90.0
-75.0
-75.0
-70.4
-75.0
-67.9
11S157 EOM FC1i7
70.0
70.0
70.0
70.0
70.0
70.0
67.9
70.0
-90.0
-65.5
-75.0
-60.4
-75.0
-59.0
700
70.0
655
700
604
70.0
59.0
-61.8
-90.0
-57.5
-750
-54.3
-75.0
-52.8
61.8
70.0
57.5
70.0
54.3
70.0
52.8
-58.9
-90.0
-54.9
-75,0
-51.1
=75.0
-49.9
58.9
70.0
54.9
70.9
51.1
70.0
49.9
151371109 ]kL Iii _J Val
-56.1
-90.0
-51.8
-75.0
-47.9
-75.0
-46.4
-75.0
70.0
51.8
70.0
47.9
70.0
46.4
70.0
-90.0
48.6
-75.0
-44.8
-75.0
.43.5
-75.0
53.8
70.0
48.6
70.0
44.8
70.0
43.5
70.0
-50.4
-90.0
-45.2
-75:0
-42.2
-75.0
-41.1
-75.0
50.4
70.0
45.2
70.0
42.2
700
41.1
1 1
-90.0
-42.4
-75.0
-39.7
-75.0
-38.6
70.0
42.4
70.0
39.7
70.0
38.6
70.0
-45.6
TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) 'X" WINDOWS
GLAZING OPTION: C. 7116" LAMI (3116"A,.090,3116"HS
107 AND ALL
TEST REPORTS: ' FTL -3580, FTL 3587
COMPARATIVE ANALYSIS TABLE 3. • ED ON 114' TAPCONS OR #14 SCREWS
ST REPORTS: FTL -3582
1'1'1
A
26.000
31.000
36.000
38.375
1I1 1 48.000 50.626 Nuaji, 1 1 1
LLl Las] I Laa L7 IL ',• � Lau L ± 1 I fgei ='•L I.1 i [ J Kei CL J I i I G LI 7
En -75.0 70.0 76.0 ELM
60.000
83.000
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
76.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
43.000
45.000
53.125
57.000
60.000
64.000
88.0 00
74.000
A
-76.0
75.0
70.0
70.0
-76.0
-75.0
70.0
70.0
-75.0
-75.0
70.0
70.0
-75.0
-75.0
70.0
70.0
-75.0
-75.0
700
700
-75.0
-75.0
70.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
75.0
70.0
-75.0
70.0
•5.0
70.0
70.0
-75.0
-75.0
70.0
70.0
-75.0
-75.0
70.0
70.0
-75.0
75.0
70.0
70.0
76.0
-75.0
70.0
70.0
70.0
75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
700
70.0
-69.6
69.6
-65.2
-63.0
70.0
-69.5
69.5
-67.5
67.5
63.0
-60.8
60.8
-58.0
58.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
75.0
70.0
-75.0
70.0
-68.4
68.4
-63.9
639
-75.0
70.0
-75.0
70.0
75.0
70.0
75.0
70.0
700
-61.8
61.8
-58.9
58.9
-75.0
70.0
-75.0
70.0
75.0
70.0
-75.0
70.0
-65.5
655
-57.5
57.5
-54.9
54.9
-80.0
60.0
-58 .5
j -56.2 Ems!
Fes] 56.1 =53.8 FT:] EMI 50.4 Cufa
CM 45.2 EEC On
I -44.8 Et10109En
-51.8
-75.0
70.0
-75.0
70.0
-75.0
70.0
-70.4
70.0
-60.4
60.4
-75.0
70.0
-76.0
70.0
70.0
-67.9
67.9
-59.0
59.0
IENEMEIMOLBEI
-52.8
52.8
-49.9
49.9
-47.9
-46.4
51.8
-48.6
48.6
46.4
-39.7
39.7
38.6
ABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS)) '70C WINDOWS TEST REPORTS: FTL -3582, FTL-3729
GLAZING OPTION: B. 5/16" LAMI (1/8"HS,.090,1/8"HS)
E 13/16" LAMI (11911S,3/8" SPACE,5116" LAMI -W/ 1/ 8"HS,.090,1/8"HS)
ALL "' XC" SIZES UP TO74.000" WIDE x 63.000" HIGH 1-75.0170.0
ABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "�0(" WIN S TEST REPORT: FTL -3580
GLAZING OPTION: C. 7/16" LAM (3/16'A,.090,3/16"HS)
ALL" XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1- 90.01`70.0
(sr:
F.K.
n,/r
3/17143
A
REVISE TABLES 1 NO) $ GLASS TYPEA
gandlar
KEG
EMI EEO ItElfl IETABKEIEI
-90.0 70.0
-87.q 70.0 -84.4 70.0
• •
• • •
•• •
•
••••
• •
••••
• •
•• ••
•
•
• •
•
•
• • •
•• •
5
NOTE: IF USING 3/16°TAPC ONS OR
612 SCREUdS DESIGN PRESSURE
FOR WC" WINDOWS IS LIMITED TO
48.7 P.S.F
00,00
• •
••••
••• •
• •
••
•06.00
.•
•
•• 10••
• • •
• • • •
• •• ••
•• • •• ••
•
• • •
•• •
•
0000
• •
•�
0000
• • •
•• • •
PRODUCT REVISED
aseseuplyingwEb the Raids
&then Cede
iturPtisuct
Bate
By
iB
•
••.•••
• •
Vats•
3/13!0.9
liRUhs
B
ADOGLASS TYPE ETOTABLES 1 $4
tarorr,r
F.K
OtaratQK
FJG
7710/03
War
12117102
C
NO CHANGE TKO SHEET
1070 TECHNOLOGY ERNE
NOK021 S, 834978
P.4 BOX Ie2S
FL 34274
trail+ Baser
flomelssa
PRESSURES- X& XX CONF/G. WINDOWS
ALUMINUM CASEMENT WINDOW, IMPACT
CA.74o I NISI .e 12 raw
t C
`h
-716h 3
Lucas &T P.E.
PE 1188201
Muds/Wu
LaityL- : alicAr\i1I L1 1 • 1 r 1- '• "n: - 4 I49 �+ �' . / i)" +' I`I•'•}.r -4 • •.
a>1
FTL. 3582
t
)T'V Z • • =I • ^f TT T 1 A,• 1'::TI , • , 'f if j T . +, it•. + * V P - 1 -'A T'T. T.
E. 13/16" LAMI 118 815316" SPAC 5/16" LAMI -WI 1/8"H .090 1/8"1-I6
"0"
W I D T H
"XOX"
WIDTH
26.000 31.000
36.000
38.375
43.000
46.000
50.625
54.000 `
57.000
60... +
53.000
NEG
- • - NEG
.POS
N E G
P O S
NEG
-POS
NEG
'POS
`�-r
POS'
NEG
P 0 6
N E G
` P 0 6
ET! FM
►1_ r
P08
1=1
POS
38.000
A
-75.0
70.0 -75.0
70.0
-75.0
70.0
- 70.4
70.0
-60.4
':60.4
-54.3
I
51.1
EMI
Cf17
Can
CID
'44.8
InEll
422
= 39.7
Eltj
72.000
I
-75.0
70.0 -75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
700
Ea]
fial
INTI
+
75.a
70.0
-75.0
70.0
11 1 7
En
C
-900
70.0 -90.0
;70.0
-00.0
70.0`
-90.D
70.0
-90.0
70.0
-90.0
7010
90.0
kin
-90.0
700
-90.0
70.0
-90.0
ECE
IMIEJEM
37.000
A
-750
700 75.0
70.0
- 73.7
70.0
573
67.9
-59.0
59.0
-62.8
528
'-49.9
Elfi
EZLI
48.4
433
!M
EM
EMI
-38.6
38.6
74.000
I
C
-75.0
70.0 -75.0
70.0
70.0
-75.3
70.0
-75.0
70.0
-75.0
700
-75.0
70.0
-75.0
70.0
I
+ +
-75.0
70.0
75.0
-90.0
100
70.0
80.0
70.0 -90.0
70.0
-90.0
70.0
-90.0
'70.0
-IN) .0
70.0
-90.0
700
. + +
+ +
-90.0
70.0
-90.0
70.0
.0
700
39.600
A
- 7 5 . 0
+ - 7 5 . 0
70.0
-67.8
67.8''
-621
62:1
-55.7
35.7
-49.8
498
-48.9
EMI
-433
43.6
-41.1
EMI
38.8
-38.5
38:5
79.000
- 75.0
70.0 -75.0
+ +
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
700
EfOCI
IE611
.75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
C
90.0
'70.0 -000
70.0
90.0
70.0
-90.0
70.0
- 90.0
700
-900
'700
-90.0
70.0
-90.0
70.0
-90.0
70.0
-87.4
70.0
-83.2
+
42.000
84.000
A
-75.0
70.0 -75.0
70.0
-62.4
62.4
-58A
58.4
]
63.3
1.121
584
fain
'53:4
IEE1
50.0
-46.9
46.9
-44.3
443
-41.9
41:9
75.0
70.0 -75.0
70.0
-75.0
70.0
-75.0
70.0
75.0
II[lX 1
-75.0
EMI
Val
Kin
11:i731
70.0
-75.0
Ell
El]
700
IIELB
' -75.6
Iffil
70.0
C
-90.0
+ + -90.0
+ +
-90.0
70.0
-90 +
70.0
Ern
70.0
-90.0
Ell
IMI
70.0
nil
70.0
11=11Ell
EiThi
KT]
45.000
90.000
A
L7L=J
C
-75.0
70.0 -70.3
70.0
-58.0
58,0
-54.6
54.6
459.3
59 3
Cam]
5&6
-50.9
'50,9
-47.5
47.5
-44.7
gIlla
nil
gairwriEN
70.0
Ital
KU
C I
38.4
1620
-75.0
-90.0
70.0 -75.0
70.0 -90.0
+ +
70.0
-75.0
-90.0
70.0
70.0
-75.3
-90.3
70.0
70.0
-75.0
-90.0
70.0
70.0
-75.0
-90.0
70:0
+ +
.aft
E
-75.0
Ell
-75.0
70:0
-75.0
± +
i
+ +
=78.9
+ +
:72.4
70.0
-69.2
48.000
96.000
A
-75.0
70.0 -65.0
65.0
-54.3
54.3'
-51.1
51.1
-55.1
55.1
-51.4
51.4
-48.6
48.6
-46.3
jam,]
-42.5
42.5`
40.4
40.4
-38.4
75.0
70.0 -75.0
70.0
-75.0
70.0
-75.3
70.0
-75.0
70.0
-75.0
7110
-75.0
70.0
-75.0
70.0
-75.0
70.0
75.0
70.0
75.0
C
-90.0
70.0 -90.0
70.0
-90.0
70.0
i +
70.0
- 90.0
70.0
-66.0
700
-80.9
70.0
-75.0
70.0
70.7
70.0
fan
67.3
-84.1
64.1
50.500
�..
53.125
54.000
101. + + 1
106.3711:1C11103
108.1+ *
A
I
75.0
-75.0
70.0 -60.8
70.0 -75.0
60.8
70.0
-51.3
75.0
5t3
70.0
- 48.3
753
48.3
70.0
-527
-75.0
527
70.0
-48.7
-75.0
4&7
70.0
- 48.9
- 75.0
46.9
70.0
-43.5
- 75.0
43.5
70.0
-41.3
75.0
41.3
IOU
39.2
750
E
-37.1
Ellrui'
700
74.3
ED
C
A
C
A
- 90 . 0
-75.0
-90.0
-75.0
7 0 . 0 -90.0
�IEN
!E WEN
70.0 -75.0
7 0 . 0
56.7
EMI
- 9 0 . 0
-48.7
-75.0
70.0
48.7
70.0
- 9 0 . 0
-45.4
75.0
7 0 . 0
454
70.0
- 1 0 . 0
-50.0
- 75.0
70.0
50.0
70.0
-81.2
-48.9
750
700
461
+
- 7 5 . 7
-442
W;
70.0
44.2
70.0
70.3
442.2
- 75.0
+ +
Ukin.1I
-68.8
C'
40.1
-63.5
-38.0
63.5
360
-60.5
F.:1E,,*-1
-72.4
l
70.9
70.0
75.0
70.0
- 75.0
70.0
70.0 -90.0
70.0 -58.2
70.0
IF */
-90.0
-47.9
]
70.0
47.9
70.0
-90.0
- 44.5
-75.0
70.0
44.5
70.0
3
-49.1
-75.0
70.0
49.1
70.0
76.4
-45.3
-75.0
700
453
700
M1
-43.4
+]
70.0
43.4
70.0
-68.5
Ci[]
Wffi
66.5
41.9
70.0
-63.0
-39.8
63.0
E
-60.0
lt}L1
60.0
Fi7:j
-57.3
-35.9
IF
E.11
(
C
-75.0
70.0 -75.0
70.0
lik.a
+ +
.75.0
70.0
earnalli
EMI +
70.0 -00.0
70.0
Ifa1
70.0
7 + I
70.0
Ea]
70.0
-75.0
700
- 70.1
70.0
-65.4
65.4
-81.8
61.8
-59.1
59.1
-66.4
nxii
55.500
►'+ L
A
-75.0
70.0 -57.1
57.1
-46.4
46.4
-43.3
43.3
-67.5
47.5
-43.9
439
-42.2
[ 1
-40.8
E]
-39.1
39.1
-37.2
r4i
.35.4
35.4
[C
CUE
+
4
-75.0
70.0
.75.0
70.0
-74.3
700
-70.8
70.0
-90.0
70.0 �7
70.0
70.0
. + +
70.0
-84.3
70.0
-725
700
111,
E071
63.6
-801
C+3i1!
Qif3
IMO
69.6
57.000
114.000
A
W
C
-75.0
70.0 -582
562
-44.81.42.1
42.1
-t-6.2
482
425
425
Irag
MI
-39.8
39.8
-38.5
38.5
Eaj
36.7
-34.8
-75.0
90.0
70.0 -75.0
70.0 -90.0
70.0
70.0
- 75.0
-90.0
700
70.0'
- 75.0
-90.0
70.0
70.0
- 75.0
- 81.8
70.0
70.0
-75.0
-70.7
700
700
EEE1
C NA
ETA
66.7
lifaillEil
-81.8
[Ill
- 75.0
-58.7
70.0
58.7
-73.3
-55.9
+ +
55.9
CI]
LA-1
532
58.000
' I1111
A
74.2
70.0 - 55.0
55.0
43.4
43.4
-40.9
40.9
-44.8
44.8
-41.3
C1F]
- 40.2
40.2
-38.7
36.7
- 37.6
37.6
36.1
361
-34.2
342 .
-75.0
70.0' +1
70.0
-75.0
70.0
-75.0
+ +
151]
70.0
IM1
700
75.0
Ell
-75.0
70.0
75.0
70.0
72.2
70.0
-68.4
68.4
C
-90.0
70.0 -90.0
70.0
-90.0
70.0
- 90.0
70.0
79.4
70.0
49.0
691
-64.9
54.9
-60.4
6o.4
-573
IlaiEl
-54.5
UM
-51.6
61.6
60.000
A
-72.9
+ + -53.4
53.4
42.2
-39.7
39.7
-433
KTM
EM
40.4
392
EL]
.7
-35.5
Ell
: 33.7
33.7
120..' 4 •
- 7 5 . 0
70.0 - 7 5 . 0
7 0 . 0
. 7 5 . 0
7 0 . 0
- 7 5 . 0
G> ]
- 7 5 . 0
IMIR
EDI
7 0 . 0
M a l i
7 0 . 0
-75.0
7 0 . 0
-73.3
11E14
-71.0
ED
CILI
67.4
C
-90.0
7 0 . 0 -90.0
7 0 . 0
-90.0
+ +
- 9 0 . 0
7 0 . 0
-77.1
70.0
-87.3
673
-63.3
83.3
-59.1
E:lll
-55.9
E'.. 1
-53.0
IF T1
-50.0
50.0
& °1/4 -12 -14 XOX" WINDOWS
TABLE 7.(BASED ON 114" TAPCONS OR 814 SCREWS)
GLAZIN OPTION: D. 7116" -AND (3111:7146..090.3/161-1S)
TEST REPORT: P71.-3580
ALL •" SIZ
S
P TO 60.000 WIDE x 63.000" HIGH AND
"XOX"
$ PTO 120.000' I"E
.000" HIGH -90.0 70.0
4
X
1
2
0
X
O
NOTE: IF USING 3/16"
TAPCONS OR 812 SCREWS
DESIGN PRESSURE FOR "0"
WINDOWS IS LIMITED TO
52.1 P.S.F.
DESIGN PRESSURE FOR
"XOX+ WINDOWS IS
LIMITED TO 41.3 P.S.F.
.•••
• ••••
• •
•
.•••
•
••• •
•
•• •
+••• •• •
+ • • • •
•• •• •
�••• •
• •
• ••••
•
••• •
• •
••
• •
•
•
•
•
•..
•
•
••
•
••• •
• •
••• •
•••r••
•
•••
•
• •
• •
•••• •
••• •
• • •
complyistraiditki Rodin
Ampbate
ttgx
3/t7703
A
RENEE TABLE 8. GLASS TYPESA & C
pmtl•1
F.K.
mead sr
F.AG
DarngF
Fx
taw
Iry
NUM
Dame
eer•
12/1W02
!ice
B
tmdvm:
auldadVis
c
ADODLASSTYPI: F TO TABLES
NO CHANGE TIN SHEET
107• TECHNOLOGY DRIVE
NOMMIS, FL 31275
PJ. SOX tli9
NOK0z$ FL31274
PRESSURES- O & 1141/2 -114 XOX COWS. WINDOWS
ALUMiIJM CASEMENT WINDOW IMPACT
CA440 I NTS 1 B 12 7046.8 l C
41 4 -7
b `- -
70/03
LUZIIS A.T•m8r, P.E.
FE f1
kteendlatt
•
•.
•
••
•
COMPARA IVE ANALYSIS TABLE 8. =. • • • _ .3" ;:, �-. 4� . � -• • _'.
ED ON 1/4" TAPCONS OR #14 SCREWS ,' , • , • • " T" • : FTL-3582
1
1
3
"XO"
WIDTH
37.000
"XOX°
WIDTH
X
0
28.000
31.000
38.000
IllEaUjill
43.000
48.000
50.525
64.000
57.000
.' ,r "
[ L i
Lio
Lai
To .
L 1
'L
W r i : .
emu-0
T 1I ± JCE
J
-1.i]
O 'G.�3
Taii
wiJL
°'.0
55.500
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
75,0
70.0
-75.0
70.0
75.0
70.0
-76.0
70.0
-75.0
70.0
48.000
72.000
A
-75.0
70.0
-75.0
70.0
76.0
70,0
-76.0
70.0
-76.0
70.0
-76.0
70.0
76.0
70.0
:76.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
` 70.0
49.333
53.125
74.000
(.1
-75.0
70.0
-75.0
70.0
-75.0
70.0
780
70.0
75.0
=700
-75.0
70.0
-75.0
70.0
75.0
70.0
75.0
70.0
-75.0
70.0
-7&0
70.0
7 9 . 6 8 8
A
- 7 5 . 0
70.0
-75.0
70.0
75.0
70.0
:75.0
70.0
75.0
70.0
- 76.0
70.0
76.0
70.0
76.0
70.0
70.0
Em
88.5
-67,5 -
58.000
84.000
A
- 750
70.0
-76.0
70.0
-75.0
70.0
-750
70.0
75.0
70.0
-75.0
70.0
71.9
70.0
-87.7
87.7
41:9
°84.9
42.7
827
40.4
` 804
60.000
64.000
90.000
A
-75.0
70.0'
-75.0
70.0
-75.0
70.0
75.0
70.0
-750
70.0
-68.4
68A
43.9
63.9
-60.0
80A
-58.5
En
-582
i 2
50.4
lallEll
-47.7
47.7
98.000
A
-75.0
'70.0
76.0
70.0
-75.0
70.0
780
70.0
71;1
70.0
-81:8
61.8.
-58.9
58.0
-58.1
.58.1
-5:i.8
En
-504
67.333
101.000
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-750
70.0
48.4
88.4
-582
582
-55.6
55.6
-52.8
52.6
-49.4
49.4
-45.9
(",�
-43.1
(31
40.3
70.917
106.375
A
75.0
70.0
75.0
70.0
-75.0
70.0
_71.8
70.0
41.8
81.8
-55.1
8b.1
ramEn
- 48.9
48.9'
"45.8
45.8
-42.8
428
40.3
72.000
108.000
A
75A
70.0
-75.0
70.0
760
70.0
704
70.0
-60.4
80.4
-54.3
Eng
41.1
.47.11
47 8
-44.8
44.8
-42.2
422
-39.7
39.7.
7 4 . 0 0 0
111.000
A
75.0
70.0
75.0
70.0
-73.7
70.0
47.9
67.9
.59.0`
5&0
-52.8
52.8
-49 °9
49.9
-48.4
48.4
-43.5
43.5
-41.1
41.1
-38.6
388
ABLE 9. (BASED ON 1/4° TAPCONS OR #14 SCREWS) 910" or "Or & "1/3 -113 -113 XOX WINDOWS REPORTS: F11.- 3582, FTL -3729
GLAZING OPTION: B. 5416° LAMI (1 /8"1-8,.090„1/8"-IS) E. 13/16" LAMI (1/81HS,38" SPACE,5/16" LAMWN/ 1/rHS,.090,1/81-03)
ALL "XO' OR "OX° SIZES UP TO 74.000' WIDE x 63.000° HIGH AND ALL "113- 1/3 -1/3 XOX SRES UP TO 111.000" WIDE x 63.000° HIGH 1-75.01 70.0, •
•
•
•
ABLE 10. BASED ON 114" TAPCONS OR #14 SCREWS "XO" or "OX & "1/3- 113.113 XOX" WINDOWS TEST REPORT: F rL -3580
GLAZING OPTION: C. 741E" LAMI (3/16"A,.0902/191HS)
ALL °XV OR "OX SOBS UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 113.1/3 MX" SIZES UP TO 111.000" WIDE x 63000° HIGH , -90.01 70.0
. •
NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX' AND "XOrWINDOWS IS LIMITED TO41.3 P.S.F.
•
•
•
9'
1
1
3
3
3
X
0
X
O
• • ••
• •
•
•••
•
•••
•1
••
•
•••
••e
•••
• •
•
••• •
• •
••
•
• •
•
•• •
• • •
•• •
•
••••
• •
•
••
•
••
••
•••
• • •
•
•••
•
••••
• • •
•• •
PRODUCE *EVI$ED
Wain Code
eF
A4reP•acene
•••
•
men:
FA
F.K.
FIG
fbasibr
F.14
3/17433
Osdr
3/1543
12/17/02
A
B
a
C
REVISE TABLE8, GLASS TYPE A
A00 GLASS TYPEETOTAB E8
NO CHANGE 7108 SHEET
Odor
1979 TECHNOLOGY CANE
NOICASS. FL 34275
AO. BQXma
FL 34274
“Gar
irieiblyBetur
PRESSURES -X0, ©X, 81/3- 1/3.4/3XOX WINDO
ALUMINUM CASEMENT WINDOW, IMPACT
CA-740 I eNt TS, 12 la"'"'
70458 a.r.arr
Lucas A Tumor. P.P..
FE 6118201
Mechanical
•
•
•••
•
•• •
•••
••
•
•
.••
•
• .1-1. 1 1111
lALM -1iIti ■1I:lii.iii..1SLAI Iiira3 tLCIAt +
E. 13116" LAMI 118"18
"XOX"
WIDTH
69264
VENT
WIDTH
19.125
AXED
WIDTH
31.014
66.919
24.000
38.919
NEN
IIGII LED
95.973
26.500
42.973
108.649
30.000
48.849
��j�� -�� ��336..0�00 Lai 11113 � � _ �� ��y■ ���� ��� Lad � ��y ��� ` �{ ■
911-t-J■r-. Lard L133J min' LLLi:JIi'1J �1I4-ci tiu -do it !?' .°` -. -,
50.5
SPACE 5118" LAMI- W11/8 "H8.0901/8"HS
30.35
43.000
48.000
50.825
54.000
57.000
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
-90.0
70.0
70.0
75.0
-90.0
70:0
70.0
-90.0
70.0
70.0
Eall 70.0 -64.9 '-6 .6 60.8 -58.1 58.1 tEil 56.1 tau Lai -50.5
6I.1[el6tii•1 Lit i!1 Eet.-1111 ELM di4'1 1 1 1 70
-75.0
-90.0
70.0 -
70.0
1 1
-90.0
70.0
BE
D
ICE
w
-75.0
-90.0
-75.0
-75.0
70.0
70.0
1 1
70.0
-89.1
89.1
-83.4
83.4
-56.5
58.5
-50.4
50.4
EEO
75.0
-90.0
-60.5
-75.0
70.0
70.0
60,5
70.0
-75.0
-90.0
70.0
70.0
:75.0
-90.0
CaE] L rirgIa
-75.0
70.0
-75.0
70.0
70.0
621
70.0
-75.0
40.0
-75.0
70.0
70.0
55.2
70.0
-75.0
-90.0
-52.6
-75.0
47.5
70.0
70.0
52.6
75.0
-90.0
-49.1
-75.0
70.0
70:0
70.0
49.1
70.0
-90.0
70.0
-90.0
70 0
-90.0
-41.6
-75.0
-90.0
-48.2
75.0
41.6
70.0
70.0
48.2
70.0
PEE
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-87.0
70.0
-81.9
70 0
-75.0
-75.0
IMO
39.2
70.0
70.0
70.0
-73.8
-85.2
70 0
70.0
70.0
70.0
Mil Mil
-75.0
70.0
-53.5
63.5
-50.4
50.4
-54.5
54.6
-50.7
50.7
115.892
32.000
51.892
122.000
33.887
54.827
123.135
34.000
55.135
126.000
34.791
58.418
130.000
35.896
58209
w
MAI
D
11311 Ethrl
CAA
D
EMI
C
I� •.i 1
[311
VII MU
CAA
-75.0
70.0
-75.0
70:0
-75.0
70.0
-75.0
70.0
-900
70.0
-90.0
70:0
75.0
70.0
-90.0
-75.0
70.0
70.0
-75.0
70.0
'70.0
-75.0
90.0
49.9
-90.0
70.0
46.8
70:0
70.0
IEEE EFEI
70.0
-75.0
-75.0
-90.0
70.0
70.0
90.0
-75.0
-90.0
70.0
70 0
70.0
-75.0
70.0
ETB
48.2
70.0
-44.9
-75.0
44.9
70.0
-78.6
70.0
70.0
70.0
-79.5
70.0
-73:8
IERif
70.0
-42.0
ebag
-45.5
-75.0
45.5
70.0
70.0
-75.0
-88.3
70.0
68.3
-40.7
-75.0
-64.8
70.0
40.7
70.0
64.8
-40.1
-75.0
-81.4
40.1
38 8
70.0
-44.0
-75.0
44.0
70.0
EMI EMI I IDC:
75.0
70.0
-75.0
70.0
-42.8
-75.0
X33 Cpl [!
70.0
75.0
70.0
-39.5
-75.0
39 5
70.0
-74.9
37.5
70.0
90.0
70.0
-90.0
70:0
-90.0
70.0
46.8
-75.0
70.0
-46.8
46.8
-43.6
43.6
-47.9
70.0
-74.0
70.0
-69.4
69.4
-64.7
64.7
-81.0
81.0
-58.4
58.4
-39.3
39.3
-75.0
70.0
-75.0
70:0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-90.0
70.0
-90.0
75.0
70.0
-45.5
1 1
-90.0
70.0
Eg67
70.0
MED
70.0
7
68.8
-84.1
84.1
-60.5
IEEE EYE
la] ET1
LA
-75.0
-38.8
EEO
ION
IlEkktA
KU
70.0
70.0
38.0
70.0
70.0
-35.5
70.0
-71.0
-57.9
-42.6
42.6
-48.7
48.7
-75.0
70.0
-75.0
70.0
-75.0
70.0
75.0
70.0
-75.0
Egil
70.0
-75.0
41.8
rrivi
402
-38.7
38 7
38.9
-35.0
70,0
-75.0
70.0
-75.0
70.0
70 0
-70.1
130.378
36.000
58.378
134.000
37.000
80.000
-75.0
-90.0
70.0
-90.0
70:0
70.0
-43.6
43.8
•1:
MEIUN
70.0
L' l 81111 N3 70.0 1
j -40.4 40.4
-45.1
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
750
82.5
-59.2
68.5
38.9
Etiki
38.2
70.0
-75.0
-72.4
70.0
-53.8
70.0
-90.0
70.0
-90.0
70.0
-79.9
70.0
-69.3
89:3
-65.3
85.3
-606
80.6
-75.0
-90.0
70.0
-43.5
70.0
70.0
!]
-90.0
70:0
-41.0
41.0
-45.0
45.0
EMI
-40.3
40.3
-38.8
38.8
75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-57.8
-75.0
-54.7
54 7
51.9
5.211 35.1 rEMZE)
COO 70.0
nil Ell
IED2 EMI ISM Ea/
70.0
70:0
-90.0
70.0
79.6
70.0
-69.1
89.1
-65.1
-60.5
60.5
-72.9
70.0
-75.0
70.0
EM Mg]
70.0
-39.7
39.7
-43.5
-40.4
40.4
-39.2
39.2
nu Emil
Earl
-36.7
57.4
88 6
•
•
•
•
•
•
•
•
•
•
•
51 7
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
750
70.0
MEE
70.0
-71.0
70.0
-67.4
-900
70.0
90.0
70.0
-90.0
70.0
70.0
-87.3
-83.3
83.3
-59.1
59.1
-55.9
53.0
40 0
50.0
"XO" & 'OW WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND TRE FIXED WIDTH.
TABLE 12. BASED ON ve TAPCONS OR #14 SCREWS
IEST REPORT: FTL-3580
ALL "XCr or"Or SIZES UP TO 97.000° WIDE x 83.000" HIc31- WITH 37.000" MAX. VEI4T WIDTH AND 60.000" MAX. FIXED WIDTH
NOTE: IF USING 3110' TARCONS OR #12 SCREWS DESIGN PRESSURE FOR 'ICY oR uor AND %OW WINDOWS IS UNITED TO 41.3 P.S.F.
YA72
REUSE TABLE 11, GLASS TYPESA AC
ACE SIASS 7YPEE TO TABLE 11
NO CHANGE 7MSStlEET
1970 TECHNOLOGY OR1Y&
Nato .0184275
Pa SOX 1.029
NOiPCIAS. L34274
-90.0
70.0
PRESSURES- UNEQUAL CONFIG. XO OX & XOX
ALUhfiNUM CASEMENT WINDOW IMPACT
Orlivatt
740/0 3
Isms A Turner, P.E.
Itichargai
•
•
•
•
•
•
•
•
•
•
I4
REFERENCE "XO" & "XOX" FRAME
ASSEMBLY DETAIL, SHEET 10
000
MAX. VENT MAX. FIXER LITE
OPENING DAYLIGHT OPENING
OPENINC3
(SEE SHT. 3) s 0 (SEE SHT. 3)
MAX. WIDTH (SEE Siff. .3)
HORIZONTAL SECTION - XOX
REFERENCE `XO" &'XOX.' FRAME
ASSEMBLY DETAIL SHEET 10
MAX.
HEIGHT
(SEE SHTS. 3 & 4)
REFERENCE 'XX' FRAME
ASSEMBLY DETAIL, SKEET 10
MAX. VENT
DAYLIGHT OPENING -..I
(SEE SHT. 3)
MAX. WIDTH (SEE HT. 3)
HORIZONTAL SECTION - XX
MAX DAYLIGHT
OPENING FIXED &
OPERABLE VENT
(SEE SHTS. 3 & 4)
VERTICAL SECTION
OPERABLE UNIT
VERTICAL SECTION
FIXED UNIT
•
• • •
•
• •
•
•••.
• •
••••
• •
.• ••
•
•
• •
•
• •
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•
•
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•
•• • •• ••
• • •
•• • •• •••
•
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•
•••• •• •••
• •
•
It Alb dia
reaDUCT REVISED
as cmap[riss with the Fiwii•
Balding Coda
Acceptance •
Hum* valx
FA 3117
neradng bda
F.K. 3a5103
keesdfte Os*
F.IL rR0,03
ma• ev: Daft
FK. 12/17102
BMW 01GX
A
NO clic MS SHEET
amiskat
B
ADD 13/18' LG. GLA27NO BEAD ITEM
Raglicar
O
ca••e2s
SIKINTOBP1104GE
1270 7EM40LOOYDRAW
NOICIL B. FL 3427S
P.O. BOX 1622
MOWS, FL 34274
Vst*Ite er
SECTIONS
ALUMINUM CASEMENT WINDOW, IMPACT
CA-740 1$717S1 9 • 12 l.•"*. 70454 ( C
Lows Toner, P.E.
PE$5B201
Ihnhanical
FRAME ASSEMBLY
TUBE, MAIL: 6083.T6
"X° FRAME JAMB
#12x1 PH TEK SMS
13° MAX. O.C. W/ (2) SCREWS
3' APART AT MID -SPAN
"X° FRAME JAMB
"XX" FRAME ASSEMBLY DETAIL
FRAME ASSEMBLY
TUBE, MAIL: 6063 -T8
'X" FRAME JAMB
#12x1 PH TEK SMS
13" MAX. O.C. W/ (2) SCREWS
3° APART AT MID -SPAN
"O" FRAME JAMB
"XO° & "XOX" FRAME ASSEMBLY DETAIL
#8x1 QUAD PH SMS
(2) PER CORNER
FRAME HEAD OR SILL
NOTE: ALL ALUMINUM SHALL. BE OF 8083 -T6
SASH FRAME TOP
OR BOTTOM RAIL
#8x1 QUAD PH SMS
(2) PER CORNER
SASH FRAME ASSEMBLY DETAIL
MAIN FRAME ASSEMBLY DETAIL
1.15x•
2.138'
5 SASH FRAME HEAD. SILL, JAMB
MAIL: 8063-T6
DWG# 7003A
2.784"
0 FIXED FRAME HEAD, SILL, JAMB
MATL:8083 -T6
DWG# 7005A
.082"
NOM.
2.919"
2.784 "—�I
FRAME HEAD. SILL, JAMB
MAIL: 6083 -T6
DWG# 7002A
�•
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F1NNHiCT 20VaSEa
with the Mena
&Ming Dub
Ateeplatee1.
••.
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feed* tee
FK 31t7A79
Reels= RESSE() FRANEASS'YOE S SCREW SPACING
F.K
sar
3125/03
anad"r•
RIC
°mm
7/10011
teat Dr
fK.
Dab:
12/17/02
NO CHANGE TFOS3HEET
NO CHANGE THIS SIS E7
data
1070 TICIMOLOGY DRNE
01010103, $0190
P9. BOX ISM
woad FL UM
TEXTRUSIONS & ASSEMBLY DETA!S
Ter
ALUMINUM CASEMENT WINDOW, IMPACT
VisibhBcmer
tatettarre ewe
ca.740 I NTS
esese
Stet 0 w 12 � 7108 I C
2/i43 3
Lucas A. Turner. P.E.
PtEeoi
1.ma.ai
•
•
••
•
•
••
•• •
•
PARTS LIST
ITEM DWG #
3
4
6
7
8
9
10
11
12
13
14
15
16
17
18
19
21
23
24
25
26
30
t 31
32
33
40
41
43
44
43
51
1155
7008
7003A
POT. #
781PQA
DESCRIPTION
:ITEM
DWG#
7025
PAT. #
DESCRIPTION
MAXIM SINGLE
FRAME • HEAD, ELL & JAMBS
08X 1 QUAD PH SMS
FRAME CORNER KEY
74
7016
SINC12 LOCK KEEPER
75
1/2"Xlf2°XUS" CI.OSEDCELL FOAM TAPE
SASH -TOP, BOTTOM &SIDERAILS
1155 I 781PQA #8'X 1'QUAD PH SMS
7017
7009
7024
7026
54
55
7014
67017K
J3 WEATHERSTRIP .187X.240
SASH CORNER RSV
MAXIM MULTI -POINT LOCK
LOCK SUPPORT HATE
010- 24X.562P11. PAL 7YPEP
MULTI -LACK KEEPER (B.H. & L.H.)
1157 1 78X78PPSMS 08 X .875 PH. PN. $MS
7013
7015
7028
7027
7030
7031
TIE DAR (WIDE
TIE DAR ASSEMBLY
MAXIM DYAD OPERATOR
MAXIM DUAL ARM OPISLAThR
OPERATOR GASKET
BACKIMGPLATE
68.32X.375 PIL 144. WEE B
7032 �_ STUD BRACKET (LH. &R.H.)
7858ZA X 5J8" FLT. PHL EMS
7033 1 OPERATOR TRACK & SLIDER (DUAL ARM)
7022
7023
SNAP -ON HANDLE
3/WLANHATW (MIA & I/8HS GLASS)
.090 INNER LAYER - SOLUTIA OR DLIPONT PYB
5/16" LAMINATED (USHS & 1/8HS GLASS)
.090 DRIER LAYER - SOLUMA OR DUPONT PVB
7/W LAMINATED (3/16A & 3/16BS MASS)
.090 INNER LAYER - SOLLTTIA OR DIPONT PV B
7/16" LAMINATED(3/16ES & 3/1611S GLASS)
.090 DINER LAYER- SOWTLA.OR WONT PVB
7036 GLAZING BEAD WW1
7042
GLAZING BEAD (7/16)
1224 611247 VINYL BULB WETP(1iIICK)
SIMONE - DOW CORNING 899 OR 995
ARABOND
1634 1 61631C SETTING BLOCK
7006
1635
331
SCREEN FRAME
CORNER&EY
SCREEN CLOTH
61635K
60976
SKIM SERRATED
SCREEAI CUP
78x12PSIW/B X.500 EQ.FN. TER EMS
67 7004A
68
69
70
71
72
7011
7012
67004
FRAME ASSY. TUBE
712X1PP7' 12 X I" PIL PWL TER.
SUPPORT PLATE
OCK SPACER
7019 1 711573 AP -ON T- HANDLE KNOB
7018
7FLDHD
L DING HANDLE
7005A
08 X.750 QUADPN SMS
FIXED WINDOW FRAME -HEAD, SIIL &IAMBS
81
1155
781PQA
#8X1;QUADPNSMS
7010
MED FRAM COWER KEY
INSTALIA73014 HOLE COVER
85
7047
67407
Worm MAD tone LO.)
13116"
LG: MASS SPACES/16"LAMO
5/16" LAMLtz L1T S OF 1l8"HS GLASS VIM AN
.0901NNER LAYER- SOLUTIA OR DUPONT PYB
.706"
0 €/16" GLAZING BEAD
MArL: 6083 -T6
DWG# 7036
.523 "�
.350'
07/16" GLAZING BEAD
MAIL: 6063 -76
DWG# 7042
.040" 'r 1.000"
.423" -.-I
0 CASEMENT SCREEN FRAME
MATL:6063 -T6
DWG# 7006
.870 .050"
176-1 I-+--- .569"
0 13/16" GLAZING BEAD
MAIL: 6063 -T6
DWG# 7047
.040"
INSTALLATION HOLE COVER
MAIL: 6063 -T6
DWG# 7007
r
.28E"
•• ••
• •
• • •
•t •
•
••••
•••
••• •
• •
•• •••
•
•••• • •
• •
•••.
s •
•• ••
•
• •
•
•
•• •
• • •
•• • •
•
••••
• •
••
• • •
•• •
PKODUCI REVISED
as comphiax with l8e Medds
Bad Cade
Aced
••
••
• •
••• ••
• •
••• •
• •
•
•••
••• ••
•
•
••• ••
• •
••• • •
• •
.093"
C)CASEMENT FRAME
ASSEMBLY TUBE
MArL: 6063 -T6
DWG# 7004A
Bey:
Igiatbr
F.K
�K 3.0903
••vdsu
F.K
MC/03
c7iw x Caw
F..FG 12/17102
aasx
3,174x4
Roam
A NO CHG THIS SH£rr
ltertobst
ADD 13 Thr LG. GLASS & talAaNGG BEAD
C NO CHANGE DNS SHEET
e.dtt•
10701WHH01.OGY0 As
NOIONEL F1.3005
PO. WHIM
NOKIMtS FL 34274
PARTS LIST & EXTRUSIONS
ALUMINUM CASEMENT WINDOW. IMPACT
Serbeembt . Mic •u•
..it4E CA-740 I NTS 11 r 12
24 ?
LucasA.Tarmet, P.E.
P0158201
Moth
APPROVED WOOD BUCK
1 1/2" OR MORE THICK
(SEE NOTE 2)
1/4" MAX. SHIM r
#12 OR #14
SCREWS
1 1/2°
MIN.
EMBEDMENT
OPERABLE UNIT FRAME
TO WOOD BUCK
1 12" OR MORE THICK
APPROVED WOOD BUCK
LESS THAN 1 112!THICK
(SEE NOTE 3)
1/4" MAX. >SHIM
3/16' OR 1/4° TAPCON
(SEE NOTE 1 BELOW
AND SHEET 1, NOTE 4)
114' MAX. SHIM
3/16" OR 1/4" TAPCON (SEE NOTE 1
BELOW AND SHEET 1, NOTE 4)
NOTES:
1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ORITW TAPCONS.
2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 12" OR MORE THICK TO BE
ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFICIAL.
3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 12" THICK TO BE
ENGINEERED BY OTHERS.
APPROVED WOOD BUCK
1 1/2" OR MORE THICK
(SEE NOTE ,2 ) '
1/4" MAX. SHIM tom'-
#12 OR #14 SCREWS !
OPERABLE UNIT FRAME
TO CONCRETE W/ WOOD BUCK
LESS THAN 1 12' THICK
1/4" MAX. SHM
3116° OR 1,4" TAPCON (SEE NOTE 1
BELOW AND SHEET 1, NOTE 4)
1 1/4"
MIN. ,.-
EMBEDMENT
OPERABLE UNIT FRAME
TO CONCRETE
APPROVED WOOD SUCK
LESS THAN 11/2' THICK
(SEE NOTE 3)
1/4' MAX. SHIM j
3/16' OR 1/4" TAPCON I I
(SEE NOTE 1 BELOW
AND SHEET 1, NOTE 4)
11/2"
MIN.
EMBEDMENT
FIXED UNIT FRAME
TO WOOD BUCK
1 1/4"
MIN.
EMBEDMENT
FIXED UNIT FRAME TO CONCRETE W/
WOOD BUCK LESS THAN 1 1/2' THICK
1112 "ORMORETHICK • • ••••••
• • •
•• •
--..I 1 114"
MIN.
EMBEDMENT
FIXED UNIT FRAME
TO CONCRETE
••1000
•e••
• •
•e••
NOTE; ALL DETAILS •
APPLY TO HEAD, ' • • •
SILL, AND JAMB. : • :
• •
• 1 •
•• •
••• •
••
•
• •
•
•• •
• • •
•• •
•
••••
• •
••••
••••
• • •
•• •
PItOOUCrREVISED
osemoVes e6NlteMerida
BoigiogOale
e«epnsce
•
•
•
• •
••• e••
• •
•
•
•
• •
amorer .•x
Fit 3J171I3
A
AWED 914 SCREW OPTION
mar Garr
1 K 3123103
Pmarlitz Oa*
F.K. 71,0103
FF.K 12/17/02
ieaidac
NO CHANCE MIS SHEET
C NO CHANGE 1708 811557
trn. tray
1070 7152010100Y CANE
NOPOSta 1134275
AD. 80X 1520
N1V(OI S FL 34274
13 r
VttiblyBetter
ANCHORAGE DETAILS
ALUMINUM CASEMENT WINDOW. IMPACT
CA-740 NTS 12 . 12 I•..e,• 7045 re
`7.!v./ 3
L°msAltma, PA.
PEI8201
M,dotnkat
WINDO2 v2 -21
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Analysts by: LANDERS Company Name: LANDERS
Description: ALDERMAN RESIDENCE, 357 NE 97TH STREET, MIAMI SHORES,
User Input Data
Structure Type
Building
Basic Wind Speed (V)
146
mph
Struc Category (I, II, III, or IV'
II
Exposure (B, C, or D)
C
Struc Nat Frequency (n1)
1
Hz
Slope of Roof
3.0
:12
Slope of Roof (Theta)
14.0
Deg
Type of Roof
Gabled
Kd (Directonality Factor)
1
Eave Height (Eht)
9.00
if
Ridge Height (RHt)
12.00
ft
Mean Roof Height (Ht)
10.50
ft
Width Perp. To Wind Dir (B)
40.00
ft
Width Paral. To Wind Dir (L)
35.00
Calculated Parameters
Type of Structure
Height/Least Horizontal Dim
0.30
Flexible Structure
No
Calculated Parameters
Importance Factor
1
Hurricane Prone Region (V >100 mph)
Table 6 -2 Values
Ipha =
9.500
g=
900.000
Cc =
I=
0.'
5• •. :,•
Gust Factor Category I: Rigid Structures - Simplified Method
Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85
Gust Factor Category 11: Rigid Structures - Complete Analysis
Zm
Zmin
Izm
Cc* (33/z) "0.167
Lzm
I *(zm/33) "Epsilon
Q
(11(1 +0.63 *((B +Ht) /Lzm) "0.63)) ^0.5
Gust2
0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm))
Gust Factor Summary
85,
, i
1 &:
0.22ft
427.06 ft
0.9268
0.8865
G !Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851
Fin 6-5 Internal Pressure Coefficients for Buildings, Gcol
•O •
•
•
•
•
•• •
•
• •
• •
••
•
•
• •
• •
• •
• •
•• •
Condition
Gc i
Max +
Max -
Open Buildings
0.00
0.00
p rtitillx cto/e4Standings
0.55
-0.55
fr1di3s4d t314100.
0.18
-0.18
Piklbs%d•BraI181n+
0.18
-0.18
••• •
G • •
• •
• • •
•• •
• •••
• •
• • • •
• • • •
• • • •
• • • • •
•
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
Developed by It it Erterneetillt 9;0,42.4
LANDERS
AUG 31 2006
BY: 110(
Ulf
WINDO2 v2 -21
Detailed Wind Load Design (Method 2) per ASCE 7-02
Figure 6-11 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
a = 3.5 =_>
a
2
1 -2-
1
2
-3.
-
a a a
Gabled Roof
7 < Theta < =45
3.50 ft
Double Click on any data entry line to receive a help Screen
Component
width
(ft)
span
(ft)
Area
(ft ^2)
Zone
GCp
Nind Press (Ib/ft ^2
Max
Min
Max
Min
WINDOV
4.5
7.5
33.75
4
0.91
-1.01
50.34
-54.97
33.30
_
33.30
21.00
16.80
_
167.00
Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.
.. .•• • • • • • ••
• • • • •
•
•
•• .
••• •• • • • ••
• • ••• • • •
• • • • • • •• ••••
••• • • ••••
• • • • • •
•• • • • • • •
••• ••• • • • •
•• • • ••• • •
••• • • • • ••• • .
• • • • • • • •
• • • ••• • • • •
Developed by Mph Et:terp :es! lint. pyriit 2ecgs
8/31/2006
LANDERS Page No. 2 of 2
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