REV-16-1336IVIIdI I II JI ILA CJ V IIIdgC
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION UNE PHONE NUMBER: (305) 762-4949
BY:
MAY 17 2016
WFBC 20
iBUILDING Master Permit No.1 �' 3D1
PERMIT APPLICATION Sub Permit No -- b
BUILDING ❑ ELECTRIC ❑ ROOFING REVISION
❑ EXTENSION El RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: CI Pe --
/1/ 'I (�
City: Miami Shores County: Miami Dade Zip: 7S (?
Folio/Parcel#: ii ' 3V - 014 ' Q [C� 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
Construction Type:
Flood Zone: PO BFE: FFE:
OWNER: Name (Fee Simple Titleholder): GU Y Z-,t.+r Phone#: / cy6.7M.?
Address: ti MC
City: kk i CrC1�
State: / (/
Tenant/Lessee Name: Phone#:
Zip:
Email: %
CONTRACTOR: Company Name: O4 -)ti 1 l r -r (� Phone#:�� 6 0417--
Address: j �o 4o (,' 6 c
City: -' N•t•-•k•\ State: rt-- Zip: -7T/ b E(
Qualifier Name: ni2L(r. >O 11.� S1v't'.S Phone#:
State Certification or Registration #: G I`Z- ( L,...511Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address:City: State: Zip:
Value of Work for this Permit: $ ti%u i Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New El Repair/Replace ❑ Demolition
Description of Work: F-CV1 SC✓ LA) (+s()c L.- 'Pipe- 7 (A.) Cz-C C /tom C-
-3i.1"-TW'rec-Ad N L-1
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ 35 • W CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ -11 %�
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 reinspects J fee will be charged.
Signature �_ �/_ Signature
• •rAo T CONTRACTOR
The foreg• : rum- as acknowledged before me this The foregoing instrument was acknowledged before me this
1 L day of MQy , 20 1 l by 1 <p day of May , 20 IL.__, by
guar► J GAuerra , who is personally known to Dr Ian do 1es►a< , who is personally known to
me or who has prodzed t L e•-` f i.e. as me or who has roduced 'DL_ o•'+ -Ft 1t as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: ,404' Suyapa T. Vasquez
= �' A, . = Commission 1 FF942611
.%�: "= Expires: December 9, 201S
�'Bonded thru Aaron Notar
***********'!�@41%:************** ***
cq.cu P/4 T tg
APPROVED BY
***
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
Salam Va LE -6 7_
uyapa T. Vasquez
fo. A, /�!� Commis on 1 FF942611
:1sv
44_ Expires: December 9, 2019
Bonded thru Aaron Notary
*********************#************************************
Plans Examiner
Zoning
Structural Review Clerk
MIAMIDAD
COUNTY
RECEIVED
MAY 17 2016
g T3Y:�
MIAMI=DADE`COUNfY
PRODLCT CONTROL SECTION
Shcres V Hage
DEPARTMENT OF REGULATORY AND.ECONOMIC SOURCES (RER
BOARD AND CODE ADMINISTRATION_DIVISION)
NOTICE OF ACCEPTANCE; (NOA)
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued underigieaplilicabfel-fal 'and3r@gitlationi erring the use of construction
materials. The documentation submitted has been reviewF and accepted by Mi6'tni-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 "SH -700" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 11-1013.14 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
E. DS DEPT
11 05 SW 26 Street, Room 208
DA786) 15-2590 F (786)315-2599
min midnde.¢ov/economy
S. BJLCT i 0 CCA;IPLL`NCE WITH ALL. FEDERAL
NOA No. 15-0519.08
Expiration Date: March 26, 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 No. 051018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24.11.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E. (Submitted under previous NOA No.07-032Z06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.F,. (Submitted under NOA No.07 0322.06)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E. (Submitted under NOA No. 07-0322.06)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and
sealed by Edmundo Largacspada, P.E. (Submitted under NOA No. 05-1018.01)
E-1
Manuel , P.E.
Product Contra+ finer
NOA No. -0519.08
Expiration Date: March 26, 2021
Approval Date: July 09 2015
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Small Missile 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, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4947 and FTI. -4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E. (Submitted under NOA No.05-101 8 01)
6. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by .
Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/12/15, 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 Knraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer dated 04/25/15, expiring on 12/11/16.
E-2
Manue 'ere. P.E.
Product Cont iner
NOA No. 5- 1.19.08
Expiration Date: March 26, 2021
Approval Date: July 09 2015
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947,
FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
G. OTHERS
1. Notice of Acceptance No. 11-1013.14, issued to PGT Industries for their Series
"SH -700" Aluminum Single Hung Window - L.M.I., approved on 11/03/11 and
expiring on 03/26/16.
Manuel ' P.E.
Product Cont i finer
NOA No. 19.08
Expiration Date: March 26, 2021
Approval Date: July 09 2015
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5/16" LAMI CONSIITING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090' KURARAY BUTACITE aVB (BY KURARAY AMERICA, INC.)
OR .090' SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090" KURARAY BUTACITE•PVB (BY KURARAY AMERICA. INC.) OR .090" SAFLEX AVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5/16" LAMI CONSISTING Of (2) UTES OF 118" HEAT STRENGTHENED GLASS WITH A
.090' KURARAY BUTACITE-PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX %B INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH A .090" KURARAY BUTACITE SVS (BY KURARAY AMERICA, INC.)
OR .090' 8AFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL. COMPANY)
E. 7/16" LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH A
.090" KURARAY BUTACITE°NB (BY KURARAY AMERICA. INC.) OR .090" SAFLEX pVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
A F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.)
4®? OR .090' SAFLEEASTMAN X•PVB INTERLAYER (BY CHEMICAL COMPANY)
G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090" KURARAY BUTACITEI5VB (BY KURARAY AMERICA INC.) OR .090' SAFLEX AVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 1318" LAMI 10: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8' HEAT 8TTRiENGTHENED GLASS WITH A .090" KURARAY BUTACITE AVB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX-PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1.13/16' LAMI IG: (1) LITE OF 1)8' TEMPERED GLASS, AN AIR SPACE ANO 5/16" LAMI CONSIFING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS
WITH A .090" KURARAY BUTACITE`PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13116" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH A
.090" KURARAY BUTACITE-PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX AVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE
OF 3/18" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE 'NB (BY KURARAY AMERICA, INC.)
OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L.13/18" LAMI IG: (1) UTE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS
WITH A .090" KURARAY BUTACITE'VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX AVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M.13/18' LAMI 10: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1)8" ANNEALED GLASS WITH A
.090' KURARAY BUTACITE'PVB (BY KURARAY AMERICA INC.) OR .090' SAFLEX ¶VB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OP GASKET.
7. REFERENCES: TEST REPORTS FTL-4845, FTL-4846, FTL.4647, FTL-4848, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4968 AND FTL-6063.
ANSI(AF8PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ). -
® 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G -L) ARE ALLOWED.
LM..
Dew ilenc
542115 IS
571/ EDITION (2014)F30 UPDATE
Irak
Tiwe IOW*
1807/11 D
2010 P30 UP124TE
R"`
oV1/11 I~
CHANGED CAP OLA88 TYPE TO TEMPERED FROM N8
A.mM.
FJC
Dar
5Y1/06
6tl�
.LJ.
Doke
2/2307
1070 TECHNOLOGY DRNE
N. VENICE. FL 34270
P.0.00X 1020
NOK0158. FL 34274
V sib(7 Barer
GENERAL NOTES
ALUM. SINGLE HUNG WINDOW, IMPACT
106.1..*
dN700
bear
NTS
flog r 11
404020
NOA DRAWING MAP
SHEET
GENERAL NOTES 1
GLAZING DETAILS...._2
DESIGN PRESSURES 3
ELEVATIONS 4
VERT. SECTIONS 5
HORIZ. SECTIONS 6
PARTS LIST 6
EXTRUSIONS 7
CORNER DETAIL.._ 7
ANCHORAGE 8-11
PRODUCT RBVLD
e s complying with die Plorlde
Building Code
Accapmuallo
talion Date
By
Mian
\\\Il itrlrrr�
.• , 00.511705
Is ; U1=
71
:O '•1010 FLOR\O. `aC'�:
IY. A. LYN4MILLiR, P.E.
E FL P.E.# 58705
1/2" NOM.
GLASS BITE
O
0
(6,87,88 or 92
1/2" NOM.
GLASS BITE
118' ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER
41.*
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/18" NOM.
5/16" LAMINATED GLASS
1/2" NOM.
GLASS BRE
NOTE:
LAMI IG OUTBOARD LITES MAY 8E
UPGRADED TO 3/18" WITH NO CHANGE
IN DESIGN PRESSURE.
aEXTERIOR INTERIOR[
(ALL SECTIONS)
KURARAY BUTACITE
PVB INTERLAYER
Pr
SAFLEXiPVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/18" ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
3118" ANNEALED OR HEAT STRENGTHENED GLASS
7/18" LAMINATED
7/16" LAMINATED GLASS
1/2" NOM.
GLASS BITE
-« f 1/8" ANNEALED OR HEAT STRENGTHENED GLASS
-+ +—.090 PVB INTERLAYER
-4. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/18" LAMINATED
AIR SPACE
►
1/8" ANNEALED OR TEMPERED GLASS
13/16" NOM.
13/16" LAMI IG GLASS Wl 5/16" LAM)
3/18" ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
3)18" ANNEALED OR HEAT STRENGTHENED GLASS
7/18" LAMINATED
AIR SPACE
118' TEMPERED GLASS
13/18" NOM.
13/16" LAM) IG GLASS W/ 7/16" LAMI
LM.
Aft
W1205
Wiry
E
REVISED INTERLAYER MANUFACTURER
J.J.
oft
10017111
e.o
NO CHANGES THIS MEET
J.R.
an,
OWtn1
Aram
0
CHANGED CAP OIA88 TYPE TO TEMPERED FROM 18
G.eM.
ESC
Dar
W598
O.,Yt6y
J.J.
2,2AB7
1070 TECHNOLOGY DRIVE
N. VENICE, ML 34275
PA. 9931529
NOKOMIS. 1134274
BGT
1R4tbly Bauer
GLAZING DETAILS
ALUM. SINGLE HUNG WINDOW, IMPACT
ilielmaide sok dirk afnyN.
814160 Full 2 + 11 4040-20
E
PRODUCT REVISED
ns cOMplying with the ROMS
Building Code
AcapUma No
Milan DND
\\\\i 1II 1111/,(
.,•\\‘ e1V LYNN 40'1'7�,i
a� \GEN SF• '•F'P
No. 58706 it '
w 1tS 6
't• ••. FLORM0P.'• (�
A. LYNN MILLER, P.E.
FL P.E.L 58706
111 FLANGE OR INTEGRAL FIN WINDOWS VW HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WIDTH
48"
GLASS TYPE
TABLE 1.
WINDOW HEIGHT
63"
66"
68"
70"
72"
74"
A,B.M
60" A,B.M
62" A,B,M
63 118" A,B,M
LIP TO 53118" C,D,E,F,G,H,1,J.K,L
+80.0
+80.0
+80.0
.80.0
+80.0
-80.0
-80.0
-60.0
-80.0
-80.0
+80.0
+80.0
+60.0
+80.0
+60.0
-80.0
-80.0
-80.0
-80.0
-80.0
+80.0
-80.0
+80.0
+80.0
+79.6
+80.0
-80.0
-80.0
79.6
-80.0
+80.0
+80.0
+50.0
+7&2
+80.0
-80.0
-80.0
480.0
-78.2
-80.0
+60.0
+50.0
+78.8
+76.9
+80.0
-80.0
-80.0
-78.5
-759
-80.0
+80.0
+80.0
+77.3
+75.4
+80.0
-80.0
-80.0
-77.3
-75.4
-80.0
76'
+80.0
+79.0
+75.9
+74.0
+80.0
-80.0
-79.0
-75.9
-74.0
480.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH BILL OPTION TABLE 2.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
TEST REPORTS TABLE 4.
WINDOW HEIGHT
WIDTH
GLASS TYPE
38 318"
44"
60 518"
63"
72"
74"
76"
'
43"
A,B,M
+90,0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
50"
A,B,M
+80.0
40.0
+80.0
-60.0
+80.0
-80.0
+79.9
-79.9
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
82"
A,B,M
+80.0
•80.0
+80.0
-60.0
+80.0
-80.0
+76.9
-78.9
+70.0
•70.0
+88.8
-88.8
+67.6
'
47.6
63118"
A,B,M
+80.0
-80.0
.80.0
-80.0
+80.0
-80.0
+76.0
-75.0
+68.0
438.0
+68.7
-66.7
+85.6
-68.5
UP TO 531/8"
C,D,E.F,0,H,I,J,K,L
+80,0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+70.0
-70.0
+70.0
-70.0
+70.0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH ■ 76" FLANGED AND 76" INTEGRAL FIN)
28 3/16" 33 3/4" 39 6115" 44 13116" 60 3/8" 66 16/16"
TABLE 3.
17118"
22 11116"
MEETING RAIL
HT,
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 5/18" LAMI - (1/8"A,.090.1I8"A)
FTL-4647, 4848, 4723, 4957
B. 5/16" LAMI - (1/8"A,.090.1/8'HS)
FTL-4547, 4848
C. 5/16" LAMI - (1/8"HS,.090,1/8"HS)
F1L4647, 4848
D. 7/16" LAMI - (3/18"A,.090, 3116"A)
FTL-4645, 4685
E. 7/16" LAMI - (3/16"A,.090. 3/16 HS)
FT•41146
F. 7/16" LAMI • (3/16"HS,.090, 3/16"HS)
FTL-4646
G. 13/18" LAMI 10 - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A)
FTL-4646, 4723
H. 13/16" LAMI 10 -1/8" 7, AIR SPACE, 5/18" UMI - (118"A,.090,1/8"HS)
FTLt4648
1. 13/18" LAMI 10 -1/8" T, AIR SPACE, 6/16" LAMI - (1/8"HS,.090,1/8"HS)
FTL.4546
J. 13/16" LAM/ 10 -1/8" T, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/18"A)
FTL-4849, 4650
K. 13/18" LAW* -1/8" T, AIR SPACE, 7/18" LAW- (3/16"A,.090, 3/16"HS)
FTL-4849, 4650, 4965
L. 13/16' LAM/ 10 -1/6" T, AIR SPACE, 7/16" LAM/ - (3/16"HS,.090. 3/16"HS)
FTL-4649, 4650
M. 13118" LAMI 10 -1/8"A, AIR SPACE, 5118" LAMI - (1/8"A,.090, 1/8"A)
FTL-5053
"0"
MEETING RAIL
"X"
"O"
MEETING RAIL
PffA
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLEIs. new
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM.
4. GLASS TYPES C, G. H, AND 1 MAY BE USED IN SASH ONLY
tom
Poke
10177/71
row
04A1/1?
2/7/06
6
ADD BASH 01488 OPTIONS FOR CUBAOM YEW WINDOWS
w.0 HO CHANGES 73118 SHEET
RO0 R CHANGED CAP GLASS TWE TO TEMPERED FROM H3
OoslN 1 2/r•
J.J. 2/23177_
070 TECHNOLOGY DENS
N. VENICE, FL 54275
P.O. BOX 1528
NORMS, P`I. 34274
F GT
VIsthly Better
Fnr.
MINU
SASH
4HT.
H
T
DESIGN PRESSURES
ALUM. SINGLE HUNG WINDOW, IMPACT
111.„y•1,0! 4„k nre oaral4
MIX 1 NTS 3 + 11 404020
PRODUCT REVISED
c4rnply615 with tho Fbrida
014141115 Code
Acc4p1aoca No
rat Delo
By
/.
5r1v
j
Lrtoduct ••""7112.(0,'
0
111111 1 IJ 10,
00.F./‘.4.1! 41/4eT!,
3r
No. 58705
S ATtttt' OF `
,
•
•
A. LYNI4 MILLER, P.E.
FL P.E.# 58706
48 5/8" MAX. FIXED
DLO (ALL) .'_1
531/8" MAX. FLANGED WIDTH
521/8" MAX. I.F. WIDTH
1 75"MAX.
SEE DLOTABLE I y I D I I.F. -.a HEI-.
SEE DLO
TABLE
(MAX.)
38 7/16'
MAX.
SASH
HEIGHT
78" MAX.
FLANGED
HEIGHT
48114" MAX.
VENT DLO (ALL)
DETAIL A
1/1
B
SEE 01.0
TABLE
75" MAX.
I.F.
HEIGHT
78" MAX.
FLANGED
HEIGHT
A
SEE DLO
TABLE
SEE DLO
TABLE
DETAIL B
VIEW (STANDARD SASH)
1 75" MAX.
I.F.
Ems' HE HT
SEE DLO
TABLE
76"
FLANGED
HEI HT
SEE DLO TABLE 1 X / 1 BASH 1 1 SEE 01.0 TABLE
B
DETAIL D
VIEW (CUSTOM SASH)
20"
SASH
HEIGHT
DETAIL E
RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
C`I
DETAIL C
RADIUS TOP (STANDARD SASH)
VETITICAL DAYLIGHT
OPENING
FIXED
LITE
LOW
HIGH
DETAIL.
SILL
SILL
A
34 1/2"
34 3/16"
B
41 5/8"
41114'
C
41 1/4"
40 718"
D
52 5/8"
52 11116"
E
52 1/4"
52 5/16"
SASH
LOW
HIGH
DETAIL
SILL
SILL
A
34 1/71
34 3/16"
B
27 7/16"
27 1/8"
C
27 7/16"
271/8"
D
16 3/8"
153/4'
E
18 3181'
153/4"
TABLE 5.
Rw.aeK
6712H8
Ravi=
E
NO CHANGER THIS SHEET
RwMRC
J.J
10/07/1t
/woo=
0
NO CHANGES TMS SHEET
Rend IV are aR4orR:
at OMNI! C
Omni" me Moab Ile nem I
F.K
9/1/05 AJ. .J.20310T
NO CHANGES THIS SHEET
1070 TECHNOLOGY DRIVE
N. VEMCE. FL 34M
PA. BQX Ina
HOKOMN. FL 3421.1
ELEVATIONS
ALUM. SINGLE HUNG WINDOW, IMPACT
NTS 4 4Mc
+ 11 4040-20
Vlstb+y Bator H700
PRODUCT REVISED
as complying with the Florida
Alt uq code
Acopwoa No 1 '0 1
Allots Date
II III tVI1rat dlq,,'�i�
•�� •�cENSF'•.
"'`• No. 58705
•
5
fE >•
//71111111 15i
RR A. LYNN MILLER, P.E.
E FL P.E.8 58705
MAX.
FIXED
LITE
DAYLIGHT
OPENING
MAX.
HEIGHT
ice---2.784'---�{
INSIDE
7, 8 0R 17
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.
MAX, VENT DAYLIGHT OPENING
INSIDE
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
9,10,11,15,16)
2.710"
1
MAX. FIXED UTE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS
OUTSIDE
2.'46
HIGH
SILL
MAX.
VENT
DAYLIGHT
OPENING
HIGH SILL
2.
LOW
SILL
LOW SILL HEAD
INSIDE
I.F. FRAME
2.330"
(LOW SILL)
SEE NOTE ABOVE
2.946"
(HIGH SILL)
OUTSIDE)
2,710"
fl 1
\!I
OUTSIDE0 MITI
0 1-
0
Anwar
ar„
5/12/15
SECTION B -B
(LOW SILL SHOWN)
skews
E
ULTRALIFT
ONLY
ALTERNATE HIGH SILL
ULTRALIFT
ONLY
0
SECTION C -C
PT' ED
es coRODUCmplyingRwWIVISEthe Plodde
BuiWMngCode ..gS)
Accopuuce No 1
O�YIII
YNN 44/4
• • I,ICENB' •
No. 68705
RADIUS TOP
(HEAD DETAIL - FLANGED )N) ,�j;lil �7 i.s
,v4/J• "S'ONA ..
A.�L+NNIMI'Lt.R, P.E.
FL P,E.S 58706
NO CHANGES THIS SHEET
ore
10tl7/N
M,tlrs
NO CHANGES TINS SHEET
b,M4p Orr
J.R. 04/11/11
IMOD..
C
NO CHANGES THE SHEET
FK. SW/T5
a.r.440 or.
✓,A 2/2307
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
P.O. BOX 1628
NOKOMIS. FL 34274
SECTIONS
ALUM. SINGLE HUNG WINDOW, IMPACT
IHe I 5 4 11 1e"*"4404020
044.4/0*
191100
ITEM DWG#
1 4002A
2 1156
3 4003C
5 1828
6 4004
7 4026
8 4025
9 4029
10 1080
11
12
13 1085/1088
15
16 1080-1
17 4053
18 4029-1
19
21 40540
23 40060
25 1236
DESCRIPTION
FLANGE FRAME HEAD
68 X 1.000 QUAD PN. SMS
FLANGE FRAME SILL (LOW SILL)
ADHESIVE OPEN CELL FOAM PAD
FLANGE FRAME JAMB
SASH STOP
SASH STOP (EGRESS) 1.125 LONG
SPIRAL BALANCE, 3/8", 5/8", OR 11/18"
BALANCE COVER, 3/8' OR 618"
#8 X .750 PH. PN. SMS
BALANCE BOTTOM BRACKET
SASH TOP GUIDE
■8 X1 PHILLIPS FLATHEAD S. STL
BALANCE COVER, 11/18"
SASH STOP COVER
SASH BRACKET
08.32 X112" LG. PH. FH. TYPE F S. 87I
FIXED MEETING RAL
SASH TOP RAIL
WSTP...170 X.270 BACK, FIN SEN,
PCA'#
612226
781 PQA
612228
7PAD1826
612227
812244
812244
26 1096
SWEEP LATCH
27 1016
68 X.625 PH. FL. SMS
6BALCVR916
7834M
7BALTBKT
42504
78X1FPAX
6BALCVR870
84053
7ULBRKT
7832X12FPFX
84054C
84006
87S16G
71096
7858
28 4007
30 1226
SASH BOTTOM RAL (LOW SILL]
NSTP., BULB VINYL
812230
6TP249
31 4008
SASH SIDE RAL
,612231
34 1268
SASH FACE GUIDE
42501
35 1822
LAM SETTING BLOCK 3/32" x25/64" X1"
71622K
38 1052
LAM IG SETTING BLOCK 1"X 3/4" X1/18"
71052K
37 1224
VINYL GLAZ. BEAD BULB (THICK)
8TP247W,K
38 1225
VINYL GLAZ. BEAD BULB (THIN)
6TP246K
41 4039B
GLAZING BEAD, 5/18 LAM GLASS.
84039E
42 40448
44 4222A
(LAZING BEAD, 6116 LAM WGRILL KIT
844703
GLAZING BEAD, 7/16" LAM
64222
45
985C
GLAZING BEAD, 7/18" LAM IMORILL KIT
6985
48
4087
GLAZING BEAD, 13/18" LAM I.G.
84067
47
4071A
FRAME, I.F. HEAD
84071
48
4072A
FRAME, I.F. LOW SILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
60
4074B
FRAME, I.F. JAMB
84074
52
4009
SILL LATCH (EGRESS) (LOWSILL)
784009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
55
1014
SILL LATCH (EGRESS) (HIGH SIL9
SCREEN FRAME (HOR. 8 VER.)
82740
61014
56
1830
SCREEN CORNER KEY WRINGS
71530
57
1631
SCREEN CORNER KEY WOUT RINGS
71831
68
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE -.135 DIA FOAM
61624K
MEM
DW0#
DESCRIPTION
80
61
1635
SCREEN SPLINE -.135 DIA HARD
SCREEN CLOTH
63
84
57
68
69
506
GLAZING CHANNEL (.688 X.500)
1161
66 X 1.000 P H. BUGLE TEK
GLAZING TAPE, 1 /16 X1/2 - 7/18 LAM
81635K
61816
6533402
708X1
62E11,1510
4051A
4050A
70
SASH BOTTOM RAIL (HIGH SILL)
FLANGE FRAME SILL (HIGH SILL)
SLICONE, DOW 899, 995 OR EQUIV.
64051
64050
80
A GLASS 5/16" LAM, (1/8"A.090 PVB,1/8"N
81
B. GLASS, 5/18" LAM, (118"A.090 PVB,1/8"1-1S)
82
C. GLASS, 5/16" LAM, (1/8"HS,.090 PV8,1/8'HS)
83
84
D. GLASS, 7/16" LAM, (1/8"A.090 P‘43,1/8"4)
85
E. GLASS, 7/16" LAM, (1/8"A.090 PVB,118"HS)
F. GLASS, 7/16" LAM, (1/8"HS,.090 PVB,118"HS)
G. GLASS,13/16" LAND 10;1/8"T, NR SPACE, 6/16" LAM. (1/8"A.090 PV8,1/8'Al
H. GLASS, 13/18" L.AM IG;1/8'T, AR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"HS)
I. GLASS,13/16" LAM KE 1/8"T, AR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS)
J. GLASS, 13/16* LAM 10;118"T, AIR SPACE, 7(18" LAMI, (3/18"A.090 PVB,3/16"A)
90 K. GLASS, 13/16" LAM 10;1/8'T, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"HS)
91 L. GLASS,13/16" IAM 10;1 /8"T, MR SPACE, 7/16" LAM, (3H 8"HS,.090 PVB,3/16 HS)
92 M. GLASS,13/16" LAM IG; 1/8 A NR SPACE, 5/18" LAW, (1/8"A 090 PV8,1/8"A)
.8
86
67
88
89
1.:30
47OFRAME, I.F. HEAD
#4071A, 6063-T8
2.90
.082 NOM
THICKNESS
71
OFRAME, I.F. HIGH SILL
49 #4073A, 6063-16
()FRAME, .F. LOW SILL
#4072A, 6063-76
PRODUcr REVISED
a complying with Ste Ebrid5
Building Code
Acceptmce No I "'.: 9. OS
rntiou Dole SF -•FQ
OFRAME I.F. JAMB
#40748,8063-T6
(USED AS RADIUS TOP HEAD)
9r,"rrt Dry !MOM
L.M. 6112/16 E
140 CHANGES THIS SHEET
140Y41t DA" 1Mi,6a
J.J. 1097/11 D
NO CHANGES THIS SHEET
limit,: t» Woks:
J.R. 04MV11 C
CHANGED CAP GLASS TYPE 7O TEMPERED IrROM HS
Awaits
F.K.
OAr
911/16
Owid0 DOC
dJ. 2/1307
1070 TECHNOLOGY DRIVE
N. VENICE. FL 94275
P.O. SOX 1529
NOKOM95, R. 34274
I__T ALUM. SINGLE HUNG WINDOW, IMPACT
Viably Bator 111•1•61661
SH700 NTS 6 + 11 4040-20
E
O FLANGE FRAME HEAD
64002..,6083-T6
1.749--"-
2.710
O FLANGE FRAME JAMB
#4004, 6063-16
(USED AS RADIUS TOP HEAD)
.062
21 FIXED MEETING RAIL
#4054A.6063Hc-T6®
3.446
1
2.946
89 FLANGE FRAME SILL (HIGH)
#4050A, 8063-T5
O FLANGE FRAME SILL (LOW)
#40030, 6063-76
11.490
{--1.451.-I T
OSASH STOP
7 #4025,6083-T5
f -r-2.279
.062
1.707
SASH TOP RAIL
04006C,6063HS-T6
.062
1.fi13 i�.738
040
1
OSASH STOP COVER 17 #403,
28
I.F. FRAME SEALANT ALONG ENTIRE JOINT
FRAME
SEALANT OR GASKET
AT HEAD AND SILL
WELD
ALONG
SCREW
BOSS (2)
VIEW D -D VIEW E -E
(vt & VIEW HEAD & SILL. ME TOP SILL) CORNER CONSTRUCTION IUS TOP H� ONLY)
.878
1 1.096÷--'I
1349 GLAZING BEA 5/16"
---1 1.165 osz—Nr
1 41 640398, 6083-75
0 SASH S DE RAIL
64008, 6063-T5
SASH BOTTOM RAIL(Low)
#4007, 8083-T5
fib SASH BOTTOM MIL (HIGH)
#4051A,6063.76
1 I7 .678
1.096 —1 --►IIT
44 GLAZING BEAD 7/16"
#4222, 6083-T6
.050
L
1.115—I+--1�
0 GLAZING BEAD, 7/16"
#985C, 6063-15.
(USED W/ GRILL KIT)
.050
.676
1.096 -f ---IJ
GLAZING BEAD, 5/16"
#40446,6063-75
(USED W/ GRILL KIT)
.683
0 GLAZING BEAD, 13/16" IG
64087,606375
PR00UCT REVISED
m cpnplyieg with the 14ed ds
Bulletins Code
Acceptant No 13'
recto
Dote
L.AL
311215
-tom
E
NO CifANGES MN SHEET
Semite
J.J.
trs
1097/11
Veto.
O
NO CHANGES 77118 SHEET
taa+7k acre
J.R. 000161
n.m* ow "Seeree ar
F.K. 21415 J.J. 22307
Obviates:
NO CHANGES 71118 SHEET
1070 TECHNOMBOY DRIVE
N. VENICE. R. 34276
P.m so( 1620
NOKOMIS. R 34274
Vlstbb Better
EXTRUSIONS & FRAME CORNER DETAIL
ALUM. SINGLE HUNG WINDOW, IMPACT
MAW* ink I 4t"! I 0.0x &
MVO HSHI 7 r 11 4040-20
IE
. 41/z,"/,
/.,",,
No.50705 %*
jrs
lc/o*. ST TE OF ;'w�
;,1ONA1. E,
A. LYNN. W MIL%. k P.E.
FL P.E.# 58705
ANCHOR QUANTITIES FORM FLANGED WINDOWS
TABLE 6.
WINDOW HEIGHT
SUBSTRATE: �
ANCHOR TYPE: ---Z..".�0 0 0 p 0 p
z co
WINDOW GLASS cd0gg"'a—OcV lo'-0c4o
WIDTH TYPE 3 v V 0 >
28.603 34.603 40.603 (� 46.603 62.603
Z..0„,_-0,,0{,,„„,
C(��1
MMpZ
'L �ZM�N-0ZMON .- MZ
0„, _ -Q{,,„„, N
0 8N� 8 0 sN VAS 0 8�i 0�8
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.... 1
19.125 1-1,1,1,KL 12 1 1 11 1 211 1 2 221 2 2222222 2 2222 222222 2222 22 2 2 212.213 22
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
ABM112111 111 112 1r1 112 2 2 112 212 212 222222 1 ' 212 212 22 212 22 212 212 212 2(3.22 313
'C,D,E,F,G, .1 1 1 1 1 1 1 1 1 1 1 1 ' 1 __...
H,I,J,KL 121112121212221222222222222222232222232223332233
24'000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
qB,M 1211121212122212222222222222222322222322213332233
C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1_ 2 1 1 2 1. .1.
H,I,J,K,L 1 2 1 2 2 2 2312 2223 1 2 23 232 223232 22 3 3 3'2 2 333-4 3 2 313 3 4 3 3 4 4
1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1. ,1. . 1 .._ 1_ .1„
12122223122223122323222 2
3232223332233343233343344
C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 .._.1 2.,. 2.._ _._1 _.._2_
H,I,J,KL221222231223232223232223232323342333343334
1 1 1 1 1 1 2 1 _...1 2 1 2 2 1 2 2 1 2 2 1 ._. .2 1 __2
AB.M
2Ly,1�2222�31223 2322232322 232323233423 333433343533
PSF 79
58.603 64.603 76.000
32.000
37.000
C,D,E,F,G, 2 2
40.000 H,I,J,K,L
A,B,M
2 2 1 2
2. 2
2 2 1 2
PSF 79
2 2
2223
2 2
212 213
2
22
2
212
2 2
2323
2
213 213
2
2 2
2
212
2 2
2323
2 2
213 213
2
23
2
213
2 2
2324
2 2
213 214
2
23
2
213
2 2
3334
2 2
3 3.314
2
23
2
213
2 2
3436
2 2
314 315
2
33
2
313
2 2
3 4 4 6
2 2
3 4 415
2
33
2
313
2
4 4
2
414
C,D,E,F,G, 2 2
44.000 H,I,J,K,L —21-1.‘21 2
A,B,M
PSF
2 2
2222
79
2
212 213
2
2 2
2223
79
2
22
2
3 213
2 2
232
2
212
2 2
313 214
2
213
2 2
313 314
213
2
313 314
3
2
22
2 2
3324
2
23
2 2
3334
2
2 3
2 2
3334
2
213
2
23
2
314 3
2 2
3 4 3 5
2
33
(4 415
2 2
314 4 5
314
2
34
416
2
45
C,D,E,F,G, 2 2
48.000 H,I,J,K,L 2 2 212
A8,M 2 2
22212
PSF 72
2 2
22213
2 2
22213
79 79
212
2
212
213 314
2 2
213 J4
2
3
2
213
33314
2 2
313 314
2
3
2
343
4
2
213
2 2
314 314
2
23
2
213
2 2
3435
2 2
314 316
2
33
2
313
2 3
3 4 3 5
2 3
314 315
2
33
2
313
2
4 5 4 6
2 3
416 4L6
2
34
2
314
2
65
2
515
C,D,E,F,G, 2 2
53.125 H,I,J,K,L 2 2 2 2
2
212 212
AB,M
2
2 2
2
1313
2 2
3
212 2 3
2
22
2
212
2 2 2 2 2
2334233434
2 2 2 2 2
213 314.213 3I4 4
23
2
2
2 3
3434
2
3
435
3
2 3
314 314
2
313
2 3
314 315
2
33
2
313
4 4 4 6
2 3
414 416
2
34
2
3
3
4 5 4 6
2 3
415 4(6
34
2
314
3
56
3
4
5
Sinn 4
L.M.
JJ.
512'16
E
NQ CHANGES MS MEET
Oder
1GV7/11
NO CHANGES THIS SHEET
Poeeegt
J.R.
Daft
0401/11
Nwir.�
C
NO CHANGES 71*5 SHUT
a.mq: bag
J.J.C""RIC 7/2806 J.J. 28307
1070 TECHNOLOGY CANE
N. VENICE. FL 37276
P.G. BQX 1629
NOKOMIS. FL 34274
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS
2 -1/4" ELCO SS4 CRETE -FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD -181/2" MAX. FROM TOP CORNERS
JAMBS -171/2" MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
8' MAX. BELOW MTG. RAIL
SIU. - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLO. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
MAK PSF
IDP LIMITED)118
IAD
JAMB ABOVE
MTG.G.RAH.
JAMB BELOW
MTG. RAIL
2
2 3
(FULL DP)
HEAD
JAMB ABOVE
MTG. RAIL
JAMB BELOW
MTG. RAIL
2
21 3 13
ANCHORAGE SPACING, 1/1 WINDOWS
PRODUCT REVISED
m complying will, Ahs Florld&
Building Olde -
n=Mance No 13 • -
logien
ALUM. SINGLE HUNG WINDOW, IMPACT
•+ 070 IRob 8 • 11 Ie•wa.
Nis 404020
871700
+,�111i111111,.
44 LYNN
` mss,;. �,tiGENSF ••.'P
No. 50705 •:*
•
'••.FLORIN?.•,•*.�
'"s /UNAt_ �•''
A. LYNN MILLER: P.E.
FL P.E.# 58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
SUBSTRATE::`
ANCHOR TYPE —Z 0 0
Q 0 c�
WINDOW GLASS tai N 00 " O N Q
WIDTH TYPE U s
C,D,E,F,G, 1 1 1 1
H,I,J,K,L
TABLE 3.
WNDOW I -EIGHT
29.855 37.155 44.855
19.125
1 2
2
A,B,M 1 1 1 1
1r1 1(1111 212
PSF 79
8 -ZONO
Lj i) 77�
1 1
2 12 2 2 2
1 1 1
211 212 212
52.155 59.855
87.155 74.85
78.000
.8 —SIN G
N !!SS!
1 1 1
2. 1 2 2 2 2
1 1 1
211 212 212
z
0
1
22
1
22
0 0 0
8NQNOr 8'?
1 1 1 1 1
.2 2 2 2 2 2 2 2 2 2
V Oe- ZO NOQND
O 0 S 0
1 1 1 1 1
22223222323
1 1 1 1 1
2 2 212.3122
1 1
212 212
1
212
212 212
O
(OjN 3D
0
8
Z
8
2
22
2 312 312
212
32
_1
32
C,D,E,F,O, 1 1 1 1
1 1 111 111 212
111
A,B,M 1111 111 111 212
PSF 58 77
24.000 H,I,J,K,L
112222
1 1 1
111,212 212
2 2 2 2 2 2
1 1 1
212 212 212
22
1
212
2 2 2 2
1 1
212 212
22
1
212
312 312
312 312
1
2 2
1
212
1 1 1
323222
1 1 1
312 312 212
9232
1 1
312 312
2 2
1
212
32
1
312
C,D,E,F,G, 1 1 1 1 1 1 1
000
H,I,J,K,L 1 1 111
ABM 1 1 1 1 1 1 1
1
1
2
2 212
212 213
212
++iT t+zli21s212.213
212
1 2
2 2 3 3
1 2
212 313
1
2 2
1
212
1 2
3 3 3 3
1 2
313 31
312
33
2
1 1
3 3 3 3
1 1
313 313
1
2 2
1
212
1 1
3 3 4 3
1 1
313 413
312
312
1
4 3 4
1
413 413
1
3 2
1
312
1
413
413
PSF 59 57 79
C,D,E,F,0. i
37.000 H,I,J,K,L
A,B,M
1 2 1
1 1 11 1 1 2 2212
1 1 1 2 1
11111112222
PSF 54 79 62 79
2223
1 2
212 213
212 213 313 212
1 2 2 1
212 213 313 212
3333
2 2
313 313
1
33
1
313
Z 2
4 3 3 3
22
413313
32
1
312
2 2 1 2 2. 1
3f3 413 312413 414 312
2 1 2 2
3134{33.124,344 32
43
2
413
C,D,E,F,G, 2 2 2 2 2
40.000 H,I,J,K,L
A,B,M
1
13131113
122222223
22
3 3 3 3
2 2 2 2
1E 1 i®
2222223
2 2
2 2
3333
22
2
22
2
3343
2 2
3 3 4 3
3 3
4333
3 3 4 3 4 4
3 3
4 3 313
2
3 3
2 2
4 3 4 4
3
2
33
4 3 4 4
2 2
4 3 4 4
33
2
38
5
2
53
PSF 49 79 56 79 79
C,D,E,F,O, 2 2 2 2 2
44.000
A,B,M
111
1222
2 2
2 2 2 3 3 2 2
2 2 2 2 2 2 2 2
111
MOB
222223322
2 2
3 3 3 4
2 2
3 3 3 4
2
23
2
23
2
3344
2 2
3 3 4 4
2
33
2
33
2 2
4 3 41 4
2 2
4 3 414
2'2 2
334344
2
3 3
2 2
4 3 4 4
2
3 3
2
3 3
2
4 3 4 4
2 2
4 3 4 4
33
2
3 3
54
2
54
PSF 45 74 51 74 79 79
C,D,E,F,G, 2 2 2 2 2 2 2
46.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2
2 2 2 2 2 2 2 2
111111222122.3322
Ell
322
A,B,M
PSF 41 67 ' 46 87 78 79
z 2
3334
2 2
313 314
2
3 3
313
2 3
3344
2 3
313 414
33
2
313
2
4444
2 2
414 414
3 3
2
313
2 3
4 4 4 4
2 3
414 414
2
43
2
413
2 3
5 4 4 4
2 3
514 414
43
2
413
5
2
5
4
4
C,D,E,F,G, 2 2 2 2 2 2 3 2
53.125 H.LJ,K,L 111111222122233313
ABM 2 2 2 2 2 2 3 2
1 1 1
LAt
612'15
I�®
2 2 2 2 2 3 3 3 3
2 3
313 414
2 3
3 3 4 4
2
313
2
33
3 3
414 414
3 3
4 4 4 4
2 3 3
313 414 4'4
2 3 3
334444
2
3 3
2
3 3
3 3
414 515
2 3
4454
2
413
2
43
3 3
514 515
3 3
5454
4
2
2
3
4 3
3
514
3
5
4
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - ELCO TAPCONS
2 -114 ELCO SS4 CRETE -FLEX
3-912 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -181l2 MAX. FROM TOP CORNERS
JAMBS -17 112' MAX. FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
8' MAX BELOW MTG. RAIL
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
BIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLb. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
MAX. PSF
(DP LIMITED)I 117
HEAD 3
JAMB ABOVE 3
MTG. RAIL
JAMB BELOW
MTG. RAIL
(FULL DPI
HEAD_2
JANE ABOVE 212
MTG. RAIL
JANE BELOW
MTG. RAIL
NO CHANGES THEW SHEET
Ilerfidrp
J.J.
two at
J.R
Fit
Dix
1007/11
0 NO CHANGES THIS SHEET
Oaar
o6ain1
ems
7/29/0?
MC ADD DPAMX PIKERS ANCHOR QTY 18RESTRICTED BY81ZE
J.J 25307
1010 TECHNOLOGY ORAE
N. VENICE. R. 342T5
P.0.99% 1525
NOKOMIS. FL 35274
ANCHORAGE SPACING, STANDARD VIEW
1Rsib& Bator
ALUM. SINGLE HUNG WINDOW, IMPACT
NTS
▪ 9 11404020
81.1700
PRODUCT REVISED
as complying with dro Florida
Building Coda
Ac opinoceNal.-
ra,IonDoW -'
08
GDP
,11 ti 1 I 111II1,/
`\ � TONY LY .... 7/((i��:
�•c'�.•'7
oCEN86.••.F•P
No. 50705
A. LAUOLL k, P.E.
FL P.E.9 68705
ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6
SUBSTRATE:
7.126
2888
26.211
33.754
39.296
44.839
60.382
55. 926
`
ANCHOR TYPE: ---.--0
31. 106
OR TYPE—,
Q
OUU0
0
.
4n
L)
o(i~kN�QN1-NQN
O
Zz
)(,)8'.
n
WINDOW
WIDTH
GLASS
TYPE
2§.8ni
MDOWeNQNV
WIDTH
$
"W
.
$
Sv.
n-
8
N0
J
8'Y
8
8
19.125
D,E,F,J,
KL
1
"1
1
j
1
1
1
2
1
2
1
2
1
2
1
2.
1
2
1
2
1
2
1
2......2.
1
1
2
1
2
1
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
24.000
D,E,F,J
K.I.
1
...._1....•..1•
1 ..
_._1........
1
.._1
2
_..
2
�._.__
2
1. _
2
. _.�...
2
_ �...
2
1 ...
2
1_
2
. 1 ._
3
_.
3
�.......,�.....
2
3
_...�._..
3 L
1_........1._.
2
3
_.
3
3
...�.__...�_._.._�_...
3
3
3
__
4
32000
D K,L J
1
1
1
2
2
2
3
2
3
3
3
3
3
2
3
4
3
4
4
3
4
6
3
5
P8F
79
37.000
2{ 1 T 2
2
2{ 2
3{ 2{ 3
3{ 2{ 3
3{ 3 T 3
3 13 { 3
4{ 3{ 3
4{ 3{ 4
74
37.000
D,E,F,J,
K,L
1
1
1
1
2
2
2
3
2
3
3
3
4
9
3
3
4
3
� 2
4
2
4
1
4
2
5
2
5
1
4
2
6
P8F
44.000
79
79
2
79
3
79
3 3 3
4 3 3
4 3 4
5 3 4
6 3
63
72
79
40.000
D,E,F,J,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 ...
2
2 ._
_. Z. •..
_
...
_
K,L
1
1
1
2
2
2
3
3
3
4
3
4
4
3
4
4
3
6
4
4
6
6
4
6
P8F
79
76
79
77
79
79
79
44.000
D,E,F,J.
2
2
2
2
2
2
2
4
6
6
4
6
K,L
1
1
1
2
2
2
3
3
3
4
4
4
4
9
5
4
3
5
S
PSF
78
79
70
79
' 79
71
79
73
78
48.000
D,E,F,J,
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
2
3
2
2
6
3
8
2
6
2
6
K,L
1
1
1
2
2
2
3
3
3
4
4
4
S
4
5
5
4
6
5
4
P8F
71
79
63
71
79
84
74
66
77
69
Q9
63.126
D,E,F,J,
2
1
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
K,L
1
1
1
2
2
2
3
3
3
4
4
2
6
4
5
8
6
8
6
6
7
8
5
7
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4' ELCOTAPCONS
2 - 1/4" ELCO 854 CRETE -FLEX
3 - 812 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD - 181/2" MAX. FROM CORNERS
JAMBS -17 1/2" MAX. FROM TOP CORNERS
11 112" MAX. ABOVE THE MEETING RAIL
6" MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES Y. AND 8, USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 1213/8" MIN. TO 38" MAX.
8. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LESS.
8. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE IS
AVAILABLE.
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON BASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE.
2.778
5.778
6.778
21.778
24.776
27.778
30.778
31. 106
OR TYPE—,
Q
o(i~kN�QN1-NQN
MDOWeNQNV
WIDTH
N
"W
N"�
N
6
8'4*
8
N0
Ol'l
19.126
1
1
1
2
1
2T2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32.000
2
1
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
79
37.000
2{ 1 T 2
2
2{ 2
3{ 2{ 3
3{ 2{ 3
3{ 3 T 3
3 13 { 3
4{ 3{ 3
4{ 3{ 4
74
40.000
2 2 2
2
2
2
3 2 3
9 2 3
3 3 3
4 3 3
4
4 388
4 3 4
78
44.000
2 2 2
2
2
2
3
2 S
3 3 3
4 3 3
4 3 4
5 3 4
6 3
63
72
79
48.000
2
2 2
2
2
2
3
2 3
4 3 3
4 3 4
4 3 4
S 3 4
5 3 4
73
58
66
72
53.125
2
2 2
2
2
2
3
3 3
4 3 4
4 3 4
5 3 4
5 3 6
a..erc
5 3
Oahe
5112/15
E
RM4
0.44
1507/11
IY,1,6�
anroop
J.R.
DIVA IV
RK.
0f18Vi1
Mac
c
J.J.
NO CHANGES 7H18 SHEET
NO CHANGES THIS SHEET
NO CHANGES THIS SHEET
Ogee
212.807
1070 TECHNOLOGY DRIVE
N. VENICE FL 34275
P.O.80X 1520
NON01.13, FL 34274
TABLE 7. KEY:
MAX. PSF
(DP LIMTED)
HEAD
JAMB ABOVE
MTG. RAIL
112
2
2
(FULL DPI
HEAD
JNVB ABOVE
MTG. RAIL
2
4
TABLE 8. KEY:
MAX. PSF
JOP UNITED)
JAMB BELOW
MTG. RAIL
112
2
(FULL DP)
JANE BELOW 2
MTG. RAIL
�T ANCHORAGE SPACING, CUSTOM VIEW
.— ALUM. SINGLE HUNG WINDOW, IMPACT
PRODUCT REVISED
n cm7plying with the iletide
Building Coda Axis
Acceptance No '
44tiC,gate!r^7 V-.t&Ai
VW& Better
iftrorm
SN700
NTS
o . 11
4040-20
IE
`��1111111I r,yr
LYNN 4,7 r/,,:
.• UCEN$ .
'1 K
'
No, 58705 _
'�
7/011.7
: �;
STATE OF
A LYNNIMILLER, P.E.
FL P,E.1158705
1.3/4" MIN. EDGE
3.36 KSI MIN.
CONCRETE
OPTIONAL 1x
WOOD BUCK
(SEE NOTE 4)
EXTERIOR INTERIOR
(ALL HEAD AND SILL DETAE )
CONCRETE ANCHOR
(SEE NOTE 1 & 3)
2x WOOD BUCK
(SEE NOTE 4)
•P .:." 13/8" MIN., 1/4" TAPCON
43/4"MIN.,1/4" CRETE -FLEX
1/4"
MAX.
SHIM
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
WOOD ANCHOR
(SEENOTE2&3)
.idlilliFll
110 3.35 KSI MIN. CONCRETE
,
OR 1.6 KSI MIN. CMU
1-3(4" MIN EDGE
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 1 & 3)
1/4" MAX. SHIM
Ix BUCK OPTIONAL WITH SOLID CONCRETE
OR CMU SUBSTRATE (SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1" MIN. EDGE
13/8"
MN,
1!4"
MAX.
SHIM
1 3/8"
MIN.
lowai
811�II
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4' ELCO TAPCONS OR 1/4" SIM CRETE -FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE 15 13/4".
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE X12 STEEL SCREWS (65) OR
1/4' 554 CRETE -FLEX.
3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
1 1/2" THICK OTA GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
508345 AND A MINIMUM OF 1/8" 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 WO00 BUCKS. THE ANCHOR SHALL BE A #12 SHEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME INTEGRAL FIN
MULLED APPLICATIONS EXCEPTONENT ABLE 0 REMOVMULLED E THE FINAAO . FOR ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
8. ANCHORS ARE NOT REOUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
1" MIN EDGE EDITION.
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2 & 3)
2x WOOD BUCK
(SEE NOTE 4)
2-1/2" EMBEDMENT
.131* DIA. MIN.
x 21/2' NAIL,
AT CORNERS
AND 6" O.C.
� m[(rnpnmi ��1111
IIIIIIIy)IIIIIIII ( Illli
/4"
MAX.
SHIM
1/4"
MAX.
SHIM
--.—WOOD FRAME
2-1/2" EM
8/8' MIN. EDGE
5/8" MIN. EDGE
DETAIL F, (HEAD)
.131" DIA. MIN.
x 2 1/2` NAIL,
AT CORNERS
AND 5' 0.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
WOOD FRAME
.131" DIA. MIN.
x 21/2" NAIL,
AT CORNERS
AND 6' 0.C.
2 1/2' EMBEDMENT
DETAIL G, (SILL)
Ibdrag
1 -At
Cab:
6/1215
•abbe
CORRE'CTsuck more, REMOVE SECTION 2003.0.4 RE?
f&57/l1
Oda
Colter
0
NO Cl4ANGE8 7H18 SHEET
Dr•
ON01/1 f
Oda
0/5A15
C
CeaaaeeF
J.J.
NO CHANGES THIS MEET
2/23107
107E TeC$4N01.OGY DRIVE
N. VENICE. FL 34216
P.O. BOX 1620
NOKOMIS. FL 34276
ecTiT
V4/
b
ANCHORAGE DETAILS
ALUM. SINGLE HUNG WINDOW, IMPACT
romreit
104700
Tim
11 + 11
4040-20
PRODUCT' REVISED
m almPiyleg with the Honda
Building Code
Acceptance No
io gt1in Dais
2I
,\t1t„i tgirt,
r/
O12oGEN/ F
No. 58705 zi
SPATE OF
ee K-111t;b.E.
E FL P.E. 68705
ia,
-11 .