REV-16-2578 Miami Shores Village P PTA,
ol� g i
ILP A 9 2016
r
Building Department LBj'Y
_
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 —
FBC 20 cu
BUILDING Master Permit No. 2 ,16 �(!�.3;
PERMIT APPLICATION Sub Permit NoW Ks) -291(13
BUILDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION r SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 10�6 �� �6 fX'rC'e
City: Miami Shores County Miami Dade zip: ��3
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: �j� Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Alf ®( , �dgy/� Phone#:
Address: 101" * J"G
City: At'f-q; jxl` -1 State: Zip:
Tenant/Lessee Name: Phone#:
Email:�f+�2�3�' d" r e (-a1,
CONTRACTOR:Company Name: Phone#:._ S
Address: .7, A�r 6-:5
City: State: Zip: a Zl2 C�
Qualifier Name: Phone#: 5;:0
State Certification or Registration#: / �79D S ® Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ �'�- Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 41 n P Q /I/-i `¢�l
Specify color of color thru tile:
Submittal Fee$ Permit Fee$_ CCF$ CO/CC$
Scanning Fee$ � Radon Fee$ DBPR$ Notary$ 9;'Q
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant., As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
I
Signature Gj? Signature
OWNER or AGENT CONTRACT
Thee foregoing instrument was acknowledged before me this The foreg . /instrument was acknowledged before me this
gAvD,, ,,AA nnday of (hIV E 120� by ^���� day of ,20 (G ,by
SNA wl who is personally known to tJ-� (Zi'`D who is personally known to
me or who ha produced I eevcE as me or who has produced , ���y -�
I
identificati n a/ d who did take an oath. identification and who did take an oath.
NOTARY P LIC: NOTARY PUB C:
I
i
Sign: Sign:
Print: ,
, v� Print: S�N��� e
r� (— -
Seal: Seal: ��e�gy Notary Public State of Florida
Notary Public State of Florida Sindia Alvarez
Gladys Nieves
My Commission FF 072034y, v MY commission FF 156750
apo Expires 11 O/2017 `ora Expires 09/03!2018
APPROVED BY 6 Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
ORES
Miamishores Village X C.
Building Department NINE , � uuoM
10050 N.E.2nd Avenue
Miami Shores, Florida 33138 rE I0
Tel: (305) 795.2204 L0R1Dp'
Fax: (305)756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal,changing and/or
replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in-progress
inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims,
etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
Qu i 'er/Owner Signature ate Print Name
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11905 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamlaade.eov/economy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION:Series 11111R-71011 Aluminum Horizontal Rolling Window-L.M.T.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Windmvp Impact",
sheets I through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepated btinanufaCttttr,sign@tl•0 •
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control levilslon stamn
.. .. . . ....
with the Notice of Acceptance number and expiration date by the Miami-Dads�o�nty Prod ic.t Cont o
Section. •....•
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ....... ••• ••.••
LABELING: Each unit shall bear a permanent label with the manufacturer's et2ama or logal city, state,"'
model/series, and following statement: "Miami-Dade County Product Control A11grpypd", unles,�otherwise.0•
noted herein. 0000:•
RENEWAL of this NOA shall be considered after a renewal application has boen JMcd and•there has begp„.•;
no change in the applicable building code negatively affecting the performance of fliis ptoduct. '
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and.
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#I1-1114.04 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMNOA No.15-0519.09
,,?A E COUNTY Expiration Date: December 21,2021
Approval Date:.July 09 2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is No. 07-0815.09 and 06-0405.06)
2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window, Impact',sheets 1
through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test
Report No.FTL-5330,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E.
(Submitted under NOA No. 07-0815.09)
2. Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
..4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ....
6)Forced Entry Test,per FBC 2411.3.2.1,TSS 20.2-94 ....
• ••••••
along with marked-up drawings and installation diagram of an'XOX aludiinr&le* •
horizontal sliding window,prepared by Fenestration Testing • Wtory,l'ric.„Test •
Report No.FTL-4858,dated 03!08/06,signed and sealed by E3mundo Laraespada;....:
P.E. .... .....
(Submitted under NOA No.06-0405.06) .•0 0.00•
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-940 0 0• •.". *0:* •""'
0
2)Uniform Static Air Pressure Test,Loading pet F.BC TAS 202-94 ••;
3)Water Resistance Test,per FBC,TAS 202- 94•• :06040
•
..4)Large Missile Impact Test per FBC;TAS 2(Y1-94 .••:•O •
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 06-0405.06)
Manuel P re ,P.E.
Product Control Wininer
NOA No.15-0519.09
Expiration Date: December 21,2021
Approval Date: July 09 2015
E-1
I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis;complying with FBC-5th
Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA)
for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5"h Edition (2014), dated May
16,2015, issued by manufacturer,signed and sealed by A. Lynn Miller,PZ„
2. Statement letter of no financial interest, dated May 16, 201ST ispid by maxu€acturai....
signed and sealed by A. Lynn Miller,P.E. •• • °• ••
3. Laboratory compliance letter for Test Report No. FTL-5330,is'siaae$by Felfffiration
Testing Laboratory,Inc., dated 07/18/07,signed and sealed by tjfos S.FZic4da,P.4....;
(Submitted under NDA No. 07-0815.09) .... .....
4. Laboratory compliance letter for Test Reports No..FTL4898 FTI;-4859•, issues•••
by Fenestration Testing Laboratory, Inc., dated 03/08/06; slAned anti Vealed by%0
Edmundo Largaespada,P.E. goose
(Submitted under NOA No. 06-0405.06) 884060,
G. OTHERS •• •
1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their Series
"HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and
expiring on 12/21/16.
jw"d&4CJ� -
Man el P ,P.E.
Product Control Udminer
NOA No.15-0519.09
Expiration Date: December 21,2021
Approval Date: July 092015
E-2
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW P�/
" V
B"w
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE
PVB INTERLAYER
A.5/16"LAMI CONSISTING OF(2)LITES OF 1!8"ANNEALED GLASS WITH A.090""PVB"INTERLAYER. ® or
SAFLEX PVB INTERLAYER BY
B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EASTMAN CHEMICAL COMPANY
C.5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER.
E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
NOA DRAWING MAP
F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER.
SHEET
G. 13/16"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1
CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. GLAZING DETAILS............2
DESIGN PRESSURES.......3
H. 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS, 5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS..................... 4
OF 118"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS............. 5
HORIZ.SECTIONS............5
1. 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5/16"LAMI PARTS LIST.......................6
CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. EXTRUSIONS.................... 7
CORNER DETAIL.............. 5
J. 13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7116"LAMI ANCHORAGE.................... 8-11
CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090""PVB"INTERLAYER.
K. 13/16"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 716"LAMI
CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.09 "PVB"INTERLAYER.
0000
L. 13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI •. ••; *000• •
CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. •
......
2.CONFIGURATIONS: OX.XO,XOX see •
..s 0 ......
3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) •• •• •
•
00
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. e•@Osseo •••• ••••e.
AB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ' • •
• ......
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. a :....:
s• • sees • •
5.SHUTTERS ARE NOT REQUIRED. PRODUC"f REVISED
as complying with the Fwda
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Building Code
Acceptance No
Ex iration Date
7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330.
ELCO TEXTRON NOKS MM
iam a
QANSI/AF&PA NDS FOR WOOD CONSTRUCTION roduct Con
F ALUMINUM DESIGN MANUAL
8.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
AHURRICANE ZONE(HVHZ).
9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. �GENSC
V i
.zC
_= 'if r1o.58705
t 7
L.M. 1✓t4/16 F 5THEDMON 14 F8C UPDATE NOTES �'��',. $CATC O� y�J`
16011F.-WF-Remaw 1070 TECHNOLOGY DRIVE P T GENERAL NUT ,r, .
Tft
ra><7/z1 E FRC?a0tt?CODECHANGE N.VENICE,FL 34275 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT , ti �`''•
J.R. SRQl14 D AWED!O CAP TO 8E TEMPERED +307NOTE. P.O.Box 1529 sw.�+ear serre r"l
ar.reoxa �L��`
JR.
tldry NOKOMIS,FL 34274 j//,b&Be&w a A.L M9 MIdoda.P.E.
F.K. ?!28/OIB J.J. 323!08 NR710 NTS 11 4127-i0 F P.E.#587{15
"PVB" ZE
KURARAY BUTACITE
PVB INTERLAYER
® or
SAFLEX PVB INTERLAYER BY
21 50 21 50 EASTMAN CHEMICAL COMPANY
aEXTERIOR INTERIOR
53 1/2"NOM. 55 1/2"NOM. (ALL SECTIONS)
GLASS BITE GLASS BITE
51 60,61,62 51 63,64,65
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8"ANNEALED OR HEAT STRENGTHENED GLASS3/16"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"NOM. 7/16"LAMINATED
5/16" LAMINATED GLASS 7/16" LAMINATED GLASS
*see
......
.00. 0. •
0000.. 0 •
• 0000..
0000.. •
50 0000 :0000.
• .0006. •
21 50 21 0000 0000.
0000.. ..
• 0000.
. .
0000 0000 0000..
•.•..• •
112"NOM. 1i2"NOM. � ••
• 0000..
59 GLASS BITE 59 GLASS BITE "•••
..
PRODUCT REVISED
52 5 as complying with the Florida
66,67,68,69,70,71 72,73,74,75,76,77 Building Cade
Acocptance
#,o&, C
1!8"ANNEALED OR HEAT STRENGTHENED GLASS3116"ANNEALED OR HEAT STRENGTHENED GLASS.090 PVB INTERLAYER .090 PVB INTERLAYER B1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS Miam' ado
5/16"LAMINATED 7/16"LAMINATED
5/16"OR 318"AIR SPACE 3/16"OR 1/4"AIR SPACE
1/8"OR 3/16"ANNEALED OR TEMPERED GLASS QD 1/8"or 3116"ANNEALED OR TEMPERED GLASS Qp
13116"NOM. 13/16"NOM. I I
13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/7/16" LAMI .�� o��.� iYNnl ������'.
-tc No. 58705
r 4,
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. - .LA` �F! -
rr-
'• -7lALnnwoj` am&1,115 tF
REVISED INTERLAYER MANUFACTURER eiO1�" ' ST �`
GLAZING DETAILS .,Fco+�+��:
or. MIN 1070 TECHNOLOGY DRIVE `tomJ.J. 1WI7111NO CHANGE THIS SHEET N.VENICE,FL 3427.5 ALUM, HORIZONTAL ROLLER WINDOW, IMPACT �'��;�'S/C)�1Ati-
J.R. Q/10111ADDED IG CAP TO BE TEMPERED +3WrNOTE. P.O.BOX 152st l �I ,
NOKOMIS,FL 34274 i/(glb &tawilawDd1° 0 s�..r �' X 044 MIWA I P.E.
'K y gee J J &23W HR71O Ful! 2 of 11 4127-10 F P•1=•u 58705
TABLE 1.
XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE V SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 3831811 48" 505181# 54" 60" 63"
84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 t -60.0 +60.0 -60.0 +60.0 ° -60.0 +60.0 -60.0
86" A,B,G,H +60.0 -60.0 +60.0 ' -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 1 -58.8 +56.2 = -56.2
FOR INSTALLATION IN
106 318" A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 ; -60.0 +60.0 -60.0 +60.0 ; -60.0 +60.0 •60.0 +55.2 ; -55.2 +52.3 ; -52.3 THE HVHZ ABOVE 30
108" A,B,G,H +60.0 -60.0 +60.0 + -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 '1 -60.0 +60.0 .60.0 +54.6 -54.6 +51.7 -51.7 FT,GLASS TYPES G-
t L SHALL HAVE A
111" A,B,G,H +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 t -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS
CAP.BOTH THE DP
UP TO 111" J,K,C,1 +60.0 -60.0 AND ANCHOR
QUANTITY REMAIN
UP TO 111" D,E,L +75.0 I -75.0 UNCHANGED.
TABLE 2.
XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE V SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE ALL HEIGHTS UP TO 631'
TO 86 7116" A'B'C'G,H,I +60.0 1 -60.0
TO 86 7116" D,E,F,
«...
J
+75.0 � -75.0 '....' ......K,L . .
TABLE 3. ......
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) •••• :"":
WINDOW GLASS WINDOW HEIGHT •••'•
WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" •`�
60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 ; -75.0 +75.0 75.0 +75.0 ; -75.0 +75.0 ' -75.0 ;•••:• •
66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 , 75.0 +75.0 75.0 +75.0 t 75.0 +75.0 75.0 +74.2 1 -74.2 +70.2 i -70.2
, PROD
REVISED •• •
72" A,B,G,H +75.0 75.0 +75.0 , -75.0 +75.0 t 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +69.6 t -69.6 +6 ,5.2 -65.2 complying with We Florida
74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 1 75.0 1 +75.0 1 75.0 +75.0 t -75.0 +75.0 75.0 +68.1 ; -68.1 +63.8 i -63.$ Building code
1 Acctptatice No
UP TO 74 C D E F imtion Dote pG
•� � ! � +75.0 -75.0
! ! ! 13
I J K Mis►n a Product n
GLASS TYPES:TEST REPORT FTL4858(XOX), FTL4859 (OX 8 XO)AND FTL-5330
A. 5/16" LAMI -(118" A, .090,1/811 A) G. 13/16" LAMI IG-118" OR 3/16"A (MIN.), 5116"OR 3/8"AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A)
B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8"AIR SPACE, 5/16" LAMI - 0/8"A, .090,1/8"HS)
C. 5/16" LAMI -(1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16"OR 3/$"AIRSPACE, 5/16" LAMI -(1/8"HS, .090,1/8f1HS) ��`� p�� VYN, ���(t �'�•,
D. 7/16" LAMI -(3/16"A, .090, 3/16" A) J. 13/16" LAMI IG-1/8" OR 3116"A (MIN.), 311611 OR 1/4" SPACE, 7/16" LAMI -(3/16"A, .090, 3116"A) a'�� ��cc_NSF'
" !! fl 11 11 1! ,t !I !1 II � rz' �'
E. 7/16 LAMI -(3116 A, .090, 3/1 6 HS) K. 13/16 LAMI IG-1/8 OR 3116 A (MIN.), 3/16 OR 114 SPACE, 7/16 LAMI - (3116"A' .090, 3/16 HS) No 50705 ,r
11 II 11 I! 11 11 fl 11 }! II 11
F. 7/16 LAMI -(3116 HS, .090, 3/16 HS) L. 13/16 LAMI IG-1/8 OR 3/16 A (MIN.), 3/16 OR 1/4 SPACE, 7/16 LAMI - (3116 HS, .090, 3116 HS)
fb"d7 x
L 6114(15 R F� NO CkMGE THIS SHEET 1070 TECHNOLOGY DRIVE D SIGN PRESSURES :�t� ''• SjA r
. ,•( •.• F P•••' 1 `
J.J. 10117111 E NO CHANGE THIS SHEET N.VENICE.FL 34275 rs� ��
AC ALUM. HORIZONTAL ROLLER WINDOW, IMPACT %,�'���/ -�
J.1 D111 D AWED IG CAP TO BE TEMPERED +30Ff NOTE P.O.eox 1529 11 At
-
11
mw. Oto( CI►adhd D� NOKOMIS,FL 34274 Visibly Better 8i �1v°' ' �Y�l trill F.K. 2!28108 J.J. 3/136/08 HR710 1VT5 3 a 1? 4127-10 F P. .#�g705
27 3/8" 27 318" 27 3/8"
MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX. DLO
VENT VENT FIXED D D
B B B B
X O X X O X
•� 110"MAX.WIDTH I.F.FRAME 85 7/16"MAX.WIDTH I.F.FRAME—�
P " [!"6 711W MAX.WIDTH FLANGE FRAME
111 MAX.WIDTH FLANGE FRAME
DETAIL B - XOX (114-112-114) DETAIL C - XOX (113-1/3-113)
• •
NOTE: •••• ••••••
33 9/16"MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �:• i fee*:*
DLO FIXED DLO VENT •••••• •
SAGS* so •
SEALANT OR GASKET
��- 63"MAX. 6609•••
— ;= AT HEAD AND SILL '•••
FLANGE
A I A FRAME `c.•.i• •'••i•
ALL 15
• • 9••s••
I 56" CONFIG. '• ••±,• •
57 318"
MAX. MAX. a` `
DLO ALL I.F. FRAME PRODUCT g with he
DLO ALL 15 as complying with the Florida
FIXED VENTS j
Building Code
LITES 62"MAX. — Acceptance
nDate Qt
I.F.FRAME
O I X ALL By lit
CONFIG. t� i Product
I
1
13 FLANGE FRAME ``\
"I LYNN
�+ 73"MAX.WIDTH I.F.FRAME —� �,
VIEW D-D
74"MAX.WIDTH FLANGE FRAMElip J8705
(FRAME CORNER CONSTRUCTION) " "M
DETAIL A- OX OR XORawsr. pow
L.M. 61141'18 F NOCHANGETHIS SHEET ;��j�•,. STA7GOF : N —
LM.
TECHNOLOGY DRIVE ELEVATIONS
I �, pcorlJ(p- '•���,`
rA • RVI7/'I1 E NO CHANGE THIS SHEET N.VENICE,FL 34275 P T ""` L ROLLER WINDOW IMPACT �''�`�`
AR. ' tanz< D NO CHANGE THIS SHEETLUM. NORIZONTA L R , , ,Al
P.O.P.a.sox 152s
AAS, t DQ NOKOMIS,FL 34274 Vidbly Better awb a`wo 81m* snot °""t'°�0` aw. A.LYNN M1L'I�t' P.E.
F.K. Z28fnt3 J.J. 3t2aros NRT+o Af T5 4 d 11 1a�T o F P.E.#58705
INTERIOR 37 32 35 22 39
1 22
p 16
2
13
EXTERIOR INTERIOR
21
MAX.VENT DLO MAX. FIXED DLO MAX.VIOT DLO
MAX.WIDTH(FLANGE FRAME)
EXTERIOR Q!Y SECTION B—B 17
(HORIZONTAL SECTION XOX SHOWN WITH FLANGE FRAME)
MAX. INTERIOREl�
HEIGHT 32 37 IL 39
FLANGE
FRAME MAX
0000
VENT 0000 6096.6
DLO 0 16 .. .. 0
9 6
699996 9666 966699
MAX. 0000..
996969
9669 6
. .
FIXE 00000
DLO 0000
•••
0000.
0000.. .. 0000.
43 '
` 0000 0000 0000..
22 I+— MAX.FIXED DLO MAX.VENT DLO
0000..
. .
MAX.WIDTH(I.F.FRAME) 0 Osseo*
0000.
0 9
EXTERIOR SECTION A—A :0000:
66 6 6966
00 (HORIZONTAL SECTION — OX SHOWN WITH INTEGRAL FIN FRAME) •• •
24
8 22 U12
41 22 PRODUCT REVISED
as complying with the Florida
2 Building Code
Acceptance No 1 0519.0
12 24 EXTERIOR INTERIOR piratian Date
7
21 tvI aro% ede Product"
ONIII�
EXTERIOR INTERIOR
10 'LYNN
6 .� oN
1042 l�lo.5r�ro�
SECTION C—C SILL HEAD -
(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) is 7
Revsdor. Date: RffAxb r STA E OF t�J
L.M. 6114115 F NO CHANGE THIS SHEET
SECTIONS
ST. OMme ReWfenec 1070 TECHNOLOGY DRIVE i t`t '•. ORlO� •' �` ti
J.J. 10117111 E NO CHANGE THIS SHEET N.VENICE,FL 34275 P T "tom IMPACT �'�� c�,tt�Iu> l- ���\—
�. ALUM. HORIZONTAL ROLLER WINDOW, A/LYNN�1tfILLER P.E.
J.R. GM11 D NO CHANGE 7W SHEET P.O.BOX 1528 SOMO OM aero �y�� � LAA
I I t
Dew. am q�xke0 Die NOKOMIS,FL 34274 Visibly Better
F.K. ?J7t3�08 J.J. 3/.231/08 HR710 teff 5 or 7 4127-10 F P.E.tI 58705
HEM DWG# M DESCRIPTION MATL PGT# Mm DWCW mi DECRWnON I MAT'L I PG-f#
1 4102 A FLANGE FRAME HEAD 6063-TEAL 612237 66 GLASS 13/16"LAMI I0-1/8"A(MIN.),3/8"AIR SPA 5/16" LAMI(118-A,.090 PVB.1/8"A
2 4025 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 67 It13/16"LAMI ICI/8"A IN. 3/8"AIR SPACE,5/16"LAMI 1/8"A,.090 PVB I/8--HS)
3 #8 X 3/4 PH.PAN HEAD 7834AA 68 1 11 13/16"LAMI I&1/8"A(MIN.),318"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB, 1/8"11S)
4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG-3/16"A(MIN),5/16"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB.1/8!'A)
6 4136 FLANGE FRAME SILL 6063-T6 AL 64136
70 13/16"LAMI IG-3/16"A IN),5/16"AIR SPACE,5/16"LAMI(1/8"A,.090PVB, I/8"HS)
0
7 4137 SILL ADAPTOR 6063-T6 AL 64137
71 13/16"LAMI 1&3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) p
8 4131 IROLLERTRACK 6063-T6 AL 64131 72 It13/16"LAMI IG-1/8"A IN.),114"AIR SPACE,7/16" LAMI(3/16"A,.090 PVB,3/16"A
73 1 13/16"LAMI ICt1/8"A IN.), 1/4"AIR SPACE,7/16"LAMI(3/1&'A,.090 P3/16"HS
10 71298 WEEP HOLE COVER POLYPROP. 71298 74 It13/16"LAMI IG-1/8"A(MIN.). I/V AIR SPAM,7/16" LAMI(3/16"HS,.090 PVB,3116"HS
12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 It13/16"LAMI 10-3116"A(MIN.),3/16"AIR SPACE,7/16" LAMI(3/16"A,.090 PVB,3/16"A)
13 4002 A FLANCiEFRAMEJAMB 6063-T6 AL 612225 76 13/16"LAMI 1&3/16"A(MIN),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,MGM)
14 4134 GASKET'FOR MAINFRAME SILL JOINT 74134W/K 77 " 13/16"LAMI 1&3/16"A IN),3/16"AIR SPACE7/16"LAMI(3/16"HS,.090 PVB,3/16"HS)
15 1155 1#8 X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREEN FRAME OR&VER. 3105-H14 AL
16 4110 G SCREEN ADAPTOR 6063-T5 AL 641106 91 1630 SCREEN CORNER KEY WRINGS POLYPROP,
17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP.
19 4066 W STP.,.187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST.
21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC
22 1683 WSTP.,.250 X.270 BAM FIN SEAL 616830 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC
23 225-1 ROLLERHOUSING&GUIDE 42112HD CA I SCREEN MOTH
24 226 JBRASS ROLLER WHEELS BRASS 7BRWHL2
29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N ••••
. . ....
32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 .••. sees:*
..
33 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S 16G ' .. .
'
...... .....
35 1096 SWEEP LATCH DICAST 71096 ""'• .. •
36 1016 #8 X.625 PH.FL.SMS 7858 4,
•••••
37 4126 SASH SIDERAIL 6063-T5 AL 64126 2.624 ""'•
. .
38 1683 W STP.,.250 X.270 BACK,FIN SEAL 61683G " " "" "'•••
.a62 ...... •.
39 7070 113ULB WEATII3ERSTRIP.187 X.275 670706 •
geese
40 LIFT RAIL COVER CAP 74078"C" L OR R •
41 4139 II.F.FRAMEHEAD 6063-T6 AL 64139 so e "'" '
41 I.F. FRAME HEAD
42 4140 I.F.FRAME SILL 6063-Tb AL 64140 •• •
#4139,6063-T6
43 4141 I.F.FRAME JAMB 6063-T6 AL 64141
50 GAZING SILICONE,DOW 899,995 OR UNALENT
PRODUCT R>;VISED
51 1224 VINYL GAZING BEAD BULB THICK 6TP247W,K as complying with the Florida
52 1225 VIAIYL GAZINGBEAD BULB THIN) 6TP248K 2.784 Building Code
Acceptance No 1 -051 -112
53 4039 B GAZINGBEAD-5/16" 6063-T5 AL 640391 r±vL►
irari Date
54 4044 B GLAZING BEAD-5/16" W/GRILL KIT 6063-T5 AL 644703 •062 3.162 ey
55 4222 A GLAZING BEAD-7/16' 6063-T5 AL 64222 Mie i e Prod62 — uct nUr
56 985 C GAZINGBEAD-7/16' W/GRILL KIT 6063-TS AL 6985 '0
1.988
59 4067 GLAZING BEAD- 13/16" 6063-T5 AL 64067
60 GLASS 5116' LAMI 1/8" A,.090 PVB, 1/811 A 43 I.F. FRAME JAMB11.YNA!r�.
u " n �� 0��� !!!
#4141,6063-T6 14!,
61 5/
i6 LAMI(1/8ri A,.090 PVB, U8 HS ,c�N�r- '• h,�
62 5/16" LAMI(1/8" HS,.090 PVB 1/8" HS) .' ••,
63 " 7/16" LAMI(3/16" A, .090 PVB,3/16"A 2.710 = k:
No.58705
64 7/16' LAMI(3/16" A,.090PVB 3/16" HS 42 I.F. FRAME SILL
65 7/16' LAMI(3/16' HS,.090 PVB 3/16" HS) #4140,6063-T6
L.M. 5114115 F No CHANGE THIS SHEET PARTS LIST �`. . FcoR,v�`••'�C,
J.J. WI7111 E NO CHANGE 7HIS SHEET 10 N.VENICE,70 FL34275 E / tt i3 . ' •• (�
ALUM. HORIZONTAL ROLLER WINDOW IMPACT It / )f\W,
J.R. swi1 D ADDED"MIN. 'TQ GLASS TYPES P.O.BOX 1529 sab�aam s� snne or. �Ha ' a, r Y N�1 I t 1 E t
r„ t1Mr tides NOKOMld,FL 4274 Vi 1bly Better A.LYNN MILLER,P.E.
F.K ?/28 J.J. 91 &W HR710 NTS 6 a !9 4127-90 F P.E_fF 5$705
. �-1.513--�
062 1.187 r+-- P4403-�
736
3. 52
1. 73 � .062
1. 73 .062 3. so SASHoS 30P COVER
8063-T5
1.122
.71 G– 2.710
�— �-2.784
1 FLANGE FRAME HEAD 6 FLANGE FRAME SILL ? FRAME SILL ADAPTER
#4102A,6063-T6 G) #4136,6063-T6 O #4137,6063-T6
1.363
j .062
1. 8 13 FLANGE FRAME JAMB
---4—.0621-�--:062 8
A61 na •082 #4002A, 6063-T6
.490 .437
��- �-»-1.403
+1.45'F-w-� 1.48 ••••
SASH STOP .. .... ......
HORIZ. ROLLER TRACK 7 FIXED MEETING RAIL
.
#4025,6063-T5 #4054B,6063HD-T6 •.. .. ••0••' ••••.•
#4131,6063-T6
•
0000•• •• •••••
•• •• 0000 ••••••
•
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062
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. ......
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050
.062
1. 83 1. 87 1. 49 ••'
t- fRL .878
.349-�• 1.081 �-- '2� 1.096 - F�
PttODUC7'REVISED
21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD, 5/16"O au a pll Ing ththeFWde#4133,6063-T5 #4006D, 6063HS T6 #4126,6063-T5 #403913,6063-T5 Acccptwce No 15'o51Q•Oq
ftpiratkm Date 7.1
lot d!M
13
050 Miefmi p
de Product 1
.678 .678 .050—&..676 .883 AL-050
.0504:L 6
—F t -4 •4--1.097
1.096— T 1.115--�+� i
OGLAZING BEAD 5/16" GLAZING BEAD 7/16" GLAZING BEAD, 7/16" GLAZING BEAD, 13/16" ,�`��o�'� LYNN74
54 � 55 56 59 � •••.......... t
#40446,6063-T5 #4222A,6063-T5 #985C,6063-T5 #4067,6063-T5
(USED W/GRILL KIT) (USED W/GRILL KIT) 7"� ;• ��
No. 58705
-13
RffWW-
VANI
M 5114115 R
F � NO CHANCEL THIS SHEET ()`. S71 T C F�
EXTRUSIONS
1070 TECHNOLOGY DRNt i,(y� .FC URIC .•' )
J.J. 10117111 E NO CHANGE THIS SHEET N.VENICE,FL 34275 ��
J.1Z 8/10/1 J D NO CHANGE THIS SHEET P.O.BOX 1528 �/
— ALUM. HORIZONTAL ROLLER WINDOW, IMPACT r'�;4 ,/0NA1�
omn Hr. �: Vdw NOKOMIS,FL 34274 Visibly Better NR7J0 I-I�IIf 7 A.LYNN�tlu+�I�b.E.
F.K. 2/18/08 J.J. 3/23VOS s.re.�e s� w 11 4127--10 F P.E.#58705
ANCHOR QUAN71T1ES,XOX(114.1121/4)WINDOWS TABLE 4 NOTES:
GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L
1. ANCHOR TYPES:
ANCHOR TYPE 2,3,WOOD 2, CONC 1, CONC 2,3,WOOD 2,CONC 1, CONC 1 -114"ELCO TAPCONS 2-il4"ELCO SS4 CRETE-FLEX 3-012 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
m m 2.GLASS TYPES: " FOR INSTALLATION IN THE HVHZ ABOVE 30
WINDOW SIZE HEAD&SILL HEAD& SILL HEAD&SILL HEAD&SILL I HEAD&SILL(g HEAD&SILL;g A.5116 LAMI-(118 A,.090,1/8 A)
W 1' 1:4 f' ' B.5/16"LAMI-(118"A,.090, 1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A
C.5118"LAMI-(118"HS,.090, 1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+11 2 D.7/16"LAMI -(3116"A,.090,3/18"A) ANCHOR QUANTITY REMAIN UNCHANGED.
48.000 1+C2+1+C2+1 t 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+02+1+C2+1 3 1+02+1+C2+1: 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS)
50.625 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 F.7116"LAMI-(3116"HS,.090,3/16"HS)
1 G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 318"SPACE,5116"LAMI-(118"A,.090,1/8"A)
54.000 i+C2+1+C2+1 t 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 H. 13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 318"SPACE,5116"LAMI-(1/8"A,.090, 1/8"HS)
60.000 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+1° 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 I. 13116"LAMI IG-118"OR 3116"A(MIN.), 5116"OR 318"SPACE,5/i6"LAMI-(118"HS,.090,1/8-HS)
J. 13/16"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"A)
63.000 i+C2+1+C2+1° 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+1° 3 11+C3+1 3 K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.).3/16"OR 114"SPACE,7/16"LAMI-(3116-A,.0120,3116"HS)
60.000 x 38.375 1+C2+1+C2+1 i 2 1+C2+1+C2+1I 2 1+C2+1+C2+1 2 1+02+1+C2+112 1+C2+1+C2+112 1+C2+2+C2+1 2 L. 13116"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/18"LAMI-{3116"HS,.090,3116"HS)
48.000 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+02+2+C2+1€ 3 11 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.626 1+C2+1+02+113 1+C2+1+C2+19 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+2+C2+1j 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
54.000 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+113 1+C2+1+C2+1g 3 1+C2+1+C2+1t 3 1+C2+2+C2+1 t 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
1
60.000 1+C2+1+C2+11 3 1+C2+1+02+1(3 i+C2+1+C2+1( 3 1+C2+1+02+1`3 1+C2+1+C2+1 3 1+C3+2+C3+1' 3 25 314"MAX. FROM CORNERS.
( I JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C.
63.000 1+C2+1+C2+113 1+C2+1+C2+1 3 I 1+C2+1+C2+i 13 1+C2+1+C2+1 3 I+C2+1+02+1j 3 1+C3+2+C3+1 i 3 TABLE KEY:
74.000 x 38.376 1+C2+2+C2+1E 2 1+C2+1+C2+1° 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1: 2 X O X ••e•
48.000 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 311+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 --ANCHOR QUANTITY PER JAMB : ••• .sets*
so
••e•;•
50.625 1+C2+2+C2+1I 3 1+C2+1+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. ..a e.• •0 0*0 r,..;•
64.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 i+C3+2+q+1 1 3 A CLUSTER OF{3)ANCHORS CENTERED ...... ,
AT EACH MEETING RAIL PLUS(1) ••'•e•
60.000 i+C2+2+C2+1 3 1+C2+1+C2+i 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C3+2+03+1, 3 ANCHOR AT EACH OPERABLE VENT •••••• ••••• e•e••
63.000 1+C2+2+C2+1I 311+02+1+C2+1 3 1+C3+2+03+1 31 1+C3+2+C3+11 3 1+C2+2+C2+1 3 1+03+2+q+1 3 PLUS(4)ANCHORS AT FIXED SECTION. •• ••• •• •+:..•
(12)ANCHORS TOTAL AT HEAD AND SILL. 66,16* •••• ••••••
84.000 x 38.375 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 .e e,e e . ••
48.000 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+q+1 3 (3"MIN.O.C.ANCHOR SPACING) • *owes •+•+••
60.626 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 I+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+3+q+1 3 e e '"••••
54.000 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 25 314"max. ••• ;
t ° � -•-��3"MIN.
60.000 1+C2+2+C2+1; 3 1+C2+2+C2+1I 3 1+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+1 3 1+C4+3+C4+1! 3
9"REF.
63.000 1+C2+2+C2+1 3 1+C2+2+C2+1`3 1+C3+2+C3+1 3 1+C3+2+C3+11 3 1+02+2+C2+1 3 1+C4+3+C4+1 3 X O X
PRODUCT REVISED
106.375x 38.376 1+C2+2+02+1I 2 1+C2+2+C2+1 2 1+C2+3+02+112 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+11 2 as complying with the FEorlde
= Building Code
48.000 1+C2+3+C2+1 3 1+C2+2+02+1I 3 i+C3+3+C3+1 3 i+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+i� 3 MTG. RAIL,TYP. Acceptance No 15-0516q.4019
50.626 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 t 3 1+C3+3+C3+1 3 i+C3+4+q+1 3 EXAMPLE CLUSTER W/ QTY. OF (3)ANCHORS �'p'r"tion Date
54.000 1+q+3+C3+113 1+C2+2+C2+1° 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+C3+3+C3+1 3 1+C4+4+04+1I 3 (SHOWN IN TABLE KEY ABOVE) Miami ade Product
60.000 1+C3+3+03+11 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+114 1+C3+3+C3+13 1+C4+4+C4+1� 3
63.000 1+C3+3+C3+1 3 1+C2+2+C2+1` 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C6+1 3 25 3
1 112"TYP.
111.000x 38.375 1+C2+3+C2+1, 2 1+C2+2+02+1 2 1+C2+3+02+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+02+1° 2 1--3"MIN. i t
48.000 1+C2+3+C2+1 3 1+C2+2+02+113 1+C3+3+C3+1 3 1+C3+3+C3+1` 3 i+C2+3+C2+1 3 1+03+4+q+1 3
9"REF. X Oq@�� ......•�:9/�� '��i
60.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+11 3 1+03+3+03+1 3 1+C3+4+C3+1I 3 T �.��.• �tcL�'1�(= ' .rQ
64.000 1+q+3+C3+1 3 1+C2+2+C2+1 3 i+C3+3+03+I 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+04+1 3 i
'�'• No. aL'7US '' r
60.000 1+C3+3+03+1 3 1+C2+2+C2+iI 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 i+03+3+C3+1 3 1+C4+4+C4+1l 3 MTG. RAIL,TYP. 1 y
63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C6+1, 4 EXAMPLE CLUSTER W/QTY. OF (4)ANCHORS 7
ter.
614115 vdv R Fay NO CHANGE THIS SHEETFi0cm °fir
1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX 9/4-9/2--914 = ,,' •. �co;;,oP. ' ':w�;
10/17/11 E NO CHANGE THIS SHEET N.VENICE,FL 34275 � �i�t��r+
evso/11 v AWED IG CAP TO BE TEMPERED +3oFrNo71« ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
P.O.BOX 1529 1!1 1
tahsa�d CiMz NOKOMIS,FL 34274 V61bly Better " JX11° N0 Ibr A LY�I�f1tuS;L1�F�,P.E.
F.K. 2/2&W J.J, 3l13/� HR710 NTS 8 d 9 4 4127-10 F P.E.t�58705
ANCHOR QUANTITIES XOX 113-113-113 WINDOWS TABLE 5 NOTES:
GLASS'TYPES A,B4O,H GLASS TYPES C,D,E,F,I,J,K,L
ANCHOR TYPE 2,3, WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1, CONC 1. ANCHOR TYPES:
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5)
y �� 'm �N 2.GLASS TYPES: AWINDOW SIZE HEAD&SILL'I HEAD&SILL HEAD&SILL i HEAD&SILL it HEAD&SILL 'm HEAD& SILL 1 A.5/16-LAM)-(1/8'A,.090, 1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30
W V i i t ) B.5/16"LAMI-(1/8"A,.090,118-HS) FT,GLASS TYPES G-L SHALL HAVE A
48.000 x 38.375 1+C2+1+C2+112 1+C2+1+C2+1 12 11+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1; 2 1+C2+1+C2+1 2 C.5/16-LAMI-(1/8-HS,.090, 1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND
48.000 1+102+1+102+1' 3 1+C2+1+02+11 3 1+C2+1+102+1 3 1+C2+1+C2+113 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 D.7/16"LAMI-(3/18"A,.090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED.
50.625 1+C2+1+C2+1 3 1+102+1+C2+1? 3 1+C2+1+C2+1 3 1+C2+1+102+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1'3
E.7/1$fl LAMI-(3/16��A,.090,3116"HS)
t t F.7116 LAMI-{3/18 HS,.090,3116 HS)
54.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 13 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+102+it 3 G. 13116"LAMI IG-1/8"OR 3/16-A(MIN.),5/16-OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090, 118'A)
60.000 1+C2+1+C2+1.3 1+C2+1+C2+1: 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 H. 13116"LAMI IG-1/8"OR 3116-A(MIN.),5/16-'OR 3/8-SPACE,5/16-LAMI-(1/8-A,.090,1/8'HS)
83.000 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 i 3 1+C2+1+C2+1' 3 1+C3+1+C3+1 3 I. 13116 LAMI IG-1/8 OR 3118 A(MIN.),5/16 OR 3/8 SPACE,5/16 LAMI-(1/8 HS,.090.1/8-HS)
J. 13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4'SPACE,7/16"LAMI-(3116"A,.090,3116-A)
53.125 x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+i 12 1 1+C2+1+C2+1 i 2 1+C2+1+C2+112 1 1+C2+1+C2+11 2 1+C2+1+C2+i 2 K.13/16"LAMI IG-118"OR 3/16-A(MIN.),3/16'OR 114"SPACE,7/16'LAMI-(3/16'A,.090,3116"HS)
48.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+C2+1; 3 1+102+1+C2+11 3 1+C2+1+C2+1'i 3 L. 13116"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16-LAM[-(3116-HS,.090,3/16"HS)
50.625 1+02+1+C2+1I 3 1+C2+1+C2+1311+02+1+C2+1 3 1+02+1+C2+1; 3 1+C2+1+C2+1 i 3 1+C2+1+02+113 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
64.000 1+102+1+C2+1; 3 1+C2+1+C2+1: 3 1+C2+1+C2+113 1+C2+1+C2+1. 3 1 1+C2+1+C2+1 j 3 1+02+1+C2+1131 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
60.000 i+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 i+C2+1+C2+11 3 I 1+C2+i+C2+1; 3 1+C3+1+C3+1i 3
63.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 t 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE
60.000x 38.376 1+C2+1+C2+1=2 1+C2+1+C2+1i 2 1+C2+1+C2+1E 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+112 25314'MAX.FROM CORNERS �...
JAMBS: 9"MAX. FROM CORNERS AND 22112"MAX.O.C. 0 G •....' Goof..
46.000 1+C2+1+C2+1' 3 1+C2+1+C2+1; 311+02+1+C2+1,13 i+102+1+102+i, 3 1+C2+1+q+1: 3 1+C2+1+C2+1' 3 TABLE KEY: sees ..
50.625 1+C2+1+C2+1;3 1+C2+1+C2+1; 3 I+C2+1+C2+11 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 X O X •:•• ••••0•
54.000 i+C2+1+C2+1' 3 1+C2+1+C2+1' 3 1+C2+1+C2+1I 3 1+C2+1+C2+1' 3 1+C2+1+C2+1; 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB
60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 CENTERED 1+C2+1+C2+1I 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 o• ••• •
HEAD AND SILL ANCHOR QUANTITIES o ......0 0 0
63.000 1+102+1+C2+11 3 1+C2+1+102+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1° 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 A CLUSTER OF(3}ANCHORS CE000000 0 00
00:00 0:o o•
66.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1I 2 1+C2+1+C2+1 2 1+102+1+C2+1 2 1+C2+1+C2+1=2 ON EACH MEETING RAIL PLUS E *G o G o
...... so
48.000 1+C2+1+C2+1 t 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1131 ANCHOR AT EACH OPERABLE VENT •
. . . . ......
60.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 I+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+f 31 PLUS(i)ANCHORS AT FIXED SECTION. ••••••
54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+113 1+02+1+C2+1 131+C3+1+C3+i
1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. ••••••
.. ....
. .
60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+102+1 3 1+C3+1+C3+11 3 1+C2+1+102+1' 1+C3+1+C3+1 3 '
{3"MIN.O.C.ANCHOR SPACING)
63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1' 3 1+C3+1+03+1'• 3 1+C2+1+C2+1 3
74.000x 38.375 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+102+1+C2+1 2 1+C2+1+C2+11+C2+1+102+1 2 25 314"MAX.
48.000 1+C2+1+C2+113 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+02+1+C2+1-'3 1+C2+1+C2+11 3 1+C3+1+C3+1 31 [ --3-MIN.
60.626 1+102+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1' 3 i+C2+1+C2+113 1+102+1+102+1' 3 1+C3+1+C3+1 3
54.000 1+102+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+102+1 3 1+C3+1+C3+1 3 9"REF' X O X
60.000 1+C2+1+C2+i'3 1+C2+1+C2+11 3 1+C3+1+03+1 3 1+C3+1+C3+11 3 1+C2+i+C2+113 1+q+1+C3+1 3T PRODUCT REVISED
as complying with the Florida
63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+11 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 Building Code
1 MTG.RAIL,TYP. Acceptance No S-iD
e4.000x 36.375 1+102+1+02+1j 2 1+102+1+102+11 2 1+102+1+02+1 2 1+02+1+102+113 1+C2+1+102+1 2 1+102+1+02+1 2 EXAMPLE CLUSTER W/ QTY. OF (3)ANCHORS irationDot, lZQ2
46.000 1+102+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 13 1+C2+1+C2+1 3 1+C3+1+C3+1 3
50.626 1+C2+1+C2+1 3 1+102+1+102+1 3 1+C2+1+C2+113 I+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 (SHOWN IN TABLE KEY ABOVE) DY
Mi i ade Product Coatr
64.000 1+C2+1+C2+1,3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+i+C2+i; 3 1+C3+1+C3+1 3 '
60.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+q+1 311+03+1+C3+1114 1+C3+1+03+1 3 1+C3+1+C3+1 3 25 3/4"MAX.
63.000 1+103+1+q+1 3 1+102+1+102+1 3 1+q+1+103+1 3 1+03+1+q+114 1+103+1+103+1 3 1+104+1+04+1 4 1 1/2"TYP.
I I l I r i r
I+-3-MIN.
86.437x 38,376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1. 2 1+C2+1+C2+1 2 n \��� O �:
46.000 1+102+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+i+C2+11. 3 1+C3+1+C3+1 3 9 REF. X O X �` ,�`�'. ' �cEN-
- - - 4
50.628 1+02+1+02+1 3 1+102+1+102+1 3 1+102+1+02+1 3 1+02+1+102+1I 3 1+02+1+C2+113 1+03+1+G3+1 3 � � •
64.000 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+q+1+C3+1 3 1+C3+1+C3+1i 3 1+C2+1+C2+1, 3 1+q+1+C3+1 3 _ Dlo.58705
�.
60.000 1+102+1+C2+1, 3 1+102+1+102+1i 3 t+ +1+03+1t 3 1+03+1+103+1,4 1+103+i+q+11 MTG.RAIL TYP
q 3 1+104+1+04+1 4 .
63.000 1+C3+1+C3+113 I 1+C2+1+C2+1I 3 1+C3+1+C3+1 3 1+C3+1+C3+1;4 1+C3+1+103+1j 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �-c�� . 7 2� S ► `
Rffw8r. arrtx Van"- :jC) S�ivrE
ANCHORAGE SPACING XOX(113-113-113)
LM. 5/1405 F N4CHANGE THIS SHEET
RortWnrt 1070 TECHNOLOGY DRIVE i
J.J. 10!1701 E NO CHANGE THIS SHEET N.VENICE,FL 34276 ++ r�jiS''1 C)j`j�A
JA' amil 0 ADDED IG CAP TOREnWPEREo +.VFrNOTE P.O.BOX ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
p, g� Osis NOKOMIS,FL 34274 Vislb4y Better 0 �'P 1'9
vmft"ft R.r A.LYNN MILLER P.E.
F.K. 212&/08 J.J. �23/OB HR710 NTS w 11 4127-10 F P.E.tt sB7o3
ANCHOR QUANTITIES,XO& OX WINDOWS TABLE 6 NOTES:
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L
1. ANCHOR TYPES:
ANCHOR TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 114"ELCO TAPCONS 2- 1/4"ELCO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(G5)
&SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES
2 0 -1 .GLASS TYPES:
.�.I pip pip i m 2 A. 5116'LAMI-(118"A,.090, 118"A) D FOR INSTALLATION IN THE HVHZ ABOVE 30
wlNoow SIZE y g y 2 e Q 2 y 1 6 (� 4 B. 5/16p LAMI-(118-A..090, HS) FT.GLASS TYPES G-L SHALL HAVE A
y 0tf of -2 06 ; ' otf -� •ti ' ' C.5/16 LAMI-(1/8 HS,.090,118 HS) TEMPERED I.G.GLASS CAP. BOTH THE DP AND
37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1! 2 1+C2+1 2 1+102+1 2 1+C2+1 2 D. 7116'LAMI-(3116"A,.090,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED.
I 1 E. 7116"LAMI-(3/16"A,.090,3/16"HS)
48.000 1+C2+1 3 1+C2+1 3 1+C2+1' 3 1+102+16 3 1+102+11 3 1+C2+1 3 F. 7/16"LAMI-(3/16"HS..090,3/16'HS)
G. 13/16"LAM] IG- 1/8"OR 3/16"A(MIN.),5116"OR 3!8"SPACE,5/16"LAMI-(1!8"A'.090' 118"A)
50.625 1+102+1 3 1+102+1 3 1+102+1 ; 3 1+102+11 3 1+102+1 3 1+102+1 3 H. 13/16"LAMI IG- 1/8"OR 3/16"A(MIN.),5/16'OR 3/8'SPACE,5/16"LAMI-(1/8'A,.090, 1/8"HS)
54.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+102+1 3 1+C2+11 3 1+C2+1 3 I. 13116"LAMI IG-1/8'OR 3/16'A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(1/8'HS,.090, 1/8"HS)
60.0 1+102+1 3 1+C2+1 3 1+C3+16 3 1+C2+1 4". 3 1+C2+1 3 1+C3+1 3 J. 13116"LAMI IG- 1/8"OR 3/16"A(MIN.),3/16'OR 1/ SPACE,7/16"LAM[-(3/16"A,.090,3/16'A)
K. 13116"LAM[ IG-1/8"OR 3/16'A(MIN.),3/16"OR 1/4'SPACE,7/16"LAMI-(3116'A..090,3/16"HS)
63.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+19 3 1+103+1 3 L. 13116'LAM[ IG-1/8"OR 3/16'A(MIN.),3/16'OR 114"SPACE,7/16"LAMI-(3/16"HS,.090.3/16"HS)
48.000 X 38.375 1+102+1 2 1+102+1 2 1+102+1 2 1+102+11 2 1+102+11 2 1+102+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 j 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.
50.625 1+C2+1 3 1+C2+1 3 1+C3+1; 3 1+C2+1 p 3 1+C2+11 3 1+103+1 3
HEAD&SILL: 101/2„MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE.
54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 j 3 1+102+1 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS.
60.000 1+C3+1 3 1+102+1 3 1+103+1 13 1+C3+1 j 3 1+C2+1 . 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C.
. . .... ......
63.000 1+C3+1 3 1+C2+1 3 1+C3+1 j 3 1+C3+1 3 1+C2+1 j 3 1+C3+1 3 TABLE KEY. 0404 0404 •
O X '
53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB •••�•• •
48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1t 3 1+C2+1j 3 1+C3+1 304 04•• •
50.625 1+102+1 3 1+102+1 3 1+103+1 "• ""
; 3 1+102+11 3 1+102+1' 3 1+103+1 3 HEAD AND SILL ANCHOR QUANTITIES *Soso •••••
A CLUSTER OF(3)ANCHORS •""' '•
54.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1 3 1+C2+1' 3 1+C3+1 3
j 1 CENTERED ON THE MEETING RAIL 0004' "'"s.'
60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1= 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE " a '
1 ..•.•.
63.000 1+C3+1 4 1+C3+1 3 1+C4+1 1 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 VENT AND FIXED SECTION. (7)
•
I ANCHORS TOTAL AT HEAD AND SILL. 0 • •
60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+102+21 2 1+C2+1 13 1+102+1 2 2+C2+2 2 •• 0 •
..
48.000 1+C2+1 3 1+C2+1 3 2+C3+2' 3 1+C2+1 i 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING)
50.625 1+C3+1 3 a 1+C2+1 3 2+C3+213 1+C3+1 3 1+C2+1 i 3 2+C3+2 3 8 3/4"MAX.
54.000 1+103+1 4 1+C2+1 3 2+C3+21 3 1+C3+1 j 4 1+102+1 13 2+C3+2 3 �--'3"MIN.
60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 ` 4 1+C3+1 ` 3 2+C4+2 4 9"REF, X O
63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 : 3 2+C4+2 4 - -
a PRODUCT REVISED
66.000 X 38.375 2+C2+2 3 1+C2+1 2 2+102+2; 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 as complying with the Florida
MTG. RAIL Building Code Q��
48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 j 3 2+C3+2 3 t�eccptance lvo l5-05114.Mn
50.625 2+C3+2 4 1+102+1 3 2+C3+2i 3 2+C3+21 4 1+C2+1. 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Ex IrutionDate
54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+21 4 1+C2+1 ! 3 2+103+2 4 (SHOWN IN TABLE KEY ABOVE} Mlatn a eProduct afro/
60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+21 4 1+C3+11 3 2+C4+2 4
63,000 1+C3+1 4 1+C3+1 3 2+C4+2'1 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 314MAX. 1 1/2"TYP.
74.000 x 38.375 2+C2+2 3 2+102+2 2 2+C2+2; 3 2+C2+2 3 2+C2+2; 2 2+C2+2 3 I-�-3"MIN. i l l i i i
I
48.000 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+103+2 4 2+C2+21 3 2+C3+2 4 9'REF. X O \\.����ia •••••••�>i� '�
50.625 2+C3+2 4 2+C2+2 3 2+C3+2 j 4 2+C3+2 4 2+C2+2; 3 2+C3+2 4 r
54.000 2+C3+2 4 2+103+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 r�o.;s7o5 `� r
60.000 2+C3+2 4 1+C3+1 3 2+C4+2; 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL
63.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+104+2 5 2+C3+2I 4 2+C4+2 5 EXAMPLE CLUSTER W/ QTY. OF (4)ANCHORS ; ti
ROW Or. ►�rrgonK 1 +
L.M. 6194/95 F NO CHANGE THIS SHEETANCHORAGE SPACING OX AND XO WINDOWS
1070 TECHNOLOGY DRIVE r
J.J. 90117/!! E NO CHANGE THIS SHEET N.VENICE,FL 34275 r'� 'i'� t+ .. .4-\C3,
J.R. bi /99 o ADAEO/GCAPTOBE7F-MPEREO +3pFTNOTE P.o.6ox1528 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT `'//`j-Aj/0' M- C,,\
t> OMrc NOKOMIS,FL 34274 Visibly Better a' odt a0'�` 1'10
1"4127-1077[�
A LYNN t�tI��ER,P.E.
F.K. 212aw J.J. 3/23/08 HRT90 NT$ d 11 P.E.#58705
1 314"MIN.E.D.TYP. NOTES:
MIN.3.4 KSI - 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114"ELCO
CONCRETE 1"MIN.EDGENOTE 3 13/811 TAPCONS EMBEDED 1318"MIN.OR 114"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM
MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD.
NOTE 1
lx WOOD 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 114"SS4 CRETE-FLEX WITH
BUCK, #12 TRIMFIT HEAD.
NOTE 3
13.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
1l4" 1/4q THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR
MAX. MAX. CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCRETE WOOD
ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
1 /4"
MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
SHIM 13/8„ 114"MAX.SHIM 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
MIN• (1.5 KSI CMU)
OR
n ~v PER NOTE 1 2-1/2"MIN.EMBEDMENT °•••
V ••a,-..r ` (3.4 KSI CONCRETE) •••° • ; °•+° '.
WOOD U CONCRETE •••.• •. • • s•••
•
ANCHOR, ANCHOR, °•• +•
NOTE 2 NOTE 1INTERIOR •••• + •
- 1 3/4" �EXTER[OR � °....° �"°•° +•••�
"MIN.EDGE ' '
MIN.E.D (HEA �SILL DETAILS A, B,C,D, $c H) •.��'i ••°• '•°•°
TYP. .. .. +... ......
s
SEE NAILING •
2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 Ii :fl e e*•
INTERIOR 5/8L'MIN.EDGE ° •°•
•
(JAMB DETAILS E.F&1) � • :flee**�•••°
DETAIL E DETAIL F
EXTERIOR •°°• `
TYPICAL FLANGE FRAME JAMB SECTIONS n 5/8"MIN.
CONCRETE WOOD V DETAIL H (HEAD)
ANCHOR, ANCHOR,
NOTE'
Aj NOTE 2 NAILING
.131 DIA.MIN.x 2 1/2"NAIL
AT CORNERS AND 5"O.C. j� PRODUCT REVISIED
TYPICAL DETAILS G,H&1. U as complying with the M iida
Building Code '
1/4 1/4 Acceptance No
" " "Ypimlion Date
MAX. MAX.
SHIM SHIT -y
518"MIN.EDGE Mi Dade Product ntro
• SEE
. . i U
' N To E 1 1 3 8/MIN. NAILING
•
1 3/4"MIN. LYNN01
2-112"MIN. SEE NAILING
MIN.3.4 KS! E.D.TYP. ,: `1°lyllm EbGE a �� ,� '��cFrJsf
CONCRETE 2x WOOD
DETAIL GBUCK DETAIL D 2-112"MIN. EMBED ~�� ,
NOTE 3 DETAIL G (SILL) DETAIL I (JAMB) No5a70
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS r-� '. Z afS y`-
aw.dar Dasa Rertdoru awa(pS"s STATE F
LM. 5/141'15 F CORRECT OP]70N�4L BUCK NOTE TO INCLUDE CMU ANCHORAGE DETAILS ^� �
RMrlom, 1070 TECHNOLOGY DRIVE !,
J.J 10/17/11 E NO CHANGE THIS SHEET N.VENICE,FL 34275 Tm ����5���j�����
P.O.BOX 1529 -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT r,5'f f I 1 ,
11 CHANGE THIS SHEET my, Dow NOKOMIS,FL 34274 Vtdbly Better " �'° N' ` A LYNN IfAJLL R,P.E.
F.K. ?J78/08 J.J. 3123Y� HR710 Half 11 °� �1 4127-�Q F P.E.#58705