WS-10-2242REPLACE 5 WINDOWS AND 1 DOOR
ri : Passed , .�
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: March 22, 2011
Inspector: Bruhn, Norman
Owner: CONDO, SHORES PLAZA
Job Address: 745 NE 91 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: SOUTH FLORIDA IMPACT WINDOWS
Building Department Comments
March 23, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
I nspection Number: INSP- 154431
Permit Number: WS -12 -10 -2242 I
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number PARC2004 -22
Phone: (305)668 -8805
Page 1 of 1
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder):
Address:
City: X>/l 24 State: Zip:
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS:
City:
-q S NZ' f .
E (.11 v'e
Miami Shores County:
Folio/Parcel #: �a " 14 Lt , — Cr Cs
Is the Building Historically Designated: Yes
CONTRACTOR: Company Name:
Address: + 1 ,A-1
City:
Qualifier Name: -1.--
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
State:
State Certification or Registration #: - 13:i L `i ' / I Certificate of Competency #:
Contact Phone #: :: 5 ; Email Address: '�?°∎ -t P1- (1 -5
Phone #:C' ' 'l p--4," 1
4 ,00 09'°
DESIGNER: Architect/Engineer:
Type of Work: ❑Address
Description of Work:
iiAlteration
Value of Work for this Permit: $
( (
Miami Dade
Permit No.WS
Master Permit No.
NO
Phone #: C 1 1' _4) 06 `I
Flood Zone:
❑New ❑Repair/Replace
CEC 2 2 2010
Zip:
Zip: VC
Phone #:
Square/Linear Footage of Work:
❑Demolition
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
* * * ** *** *,t,t.tiri *** *** *** *+1r****,t,t,t.t+Y // , *** F *a�tr****** * * *+4a,t+Y#e+Y,t�r�r ******fir * *i,r,t,t
!
Submittal Fee $ - 0 40 4 0 Permit Fee $ 5 ' CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
AK „..
Signature °
Owner or Agent
The foregoing instrument was acknowledged before me this
day of , 20 to , by floh44 C-bJtAvk ,
wh ner a v
As identification and who did take an oath.
NOTARY PUBLIC:
NOTARY
; zoFIVigsh SYLV!A BAEZ
`A= Commission DD 687047
• Expires August 8, 2011
roy Fin L•surance 800.85.7019
Sign:
Print: - - - -
My Commission Expires:
***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
G ° ; �0`6 2) 1 Plans Examiner
(Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09Xrev6/4/10)
Structural Review
Signature
t7
Contractor
The foregoing instrument was acknowledged before me this
day of ,20) 3 , by 2
or who has produced w o is personally known to m or who has produced
,iti c . SYLVIA BAEZ
Si _ � : Commis brl DD 687047
y Expires Augus '
o°
Prin 7 : ' Bondedttuu Troy Fah lnsutence 5'7019
My ommission Expires:
entification and who did take an oath.
Zoning
Clerk
MIAMI
Y
COUNT.
BUILDING CODE COMPLIANCE OFFICE (BCCO
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
SCOPE:
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUR DING
WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buldinecodeonline.com
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series SH -700 Alunuimmn Single Hung Window - L.M.L
APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 9/1/05, with revision B dated 11/13106, prepared by manufacturer, signed and sealed
by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice
of Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 05- 1018.01 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.
NOANo. 07- 0322.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window,
Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer,
signed and sealed by Robert L. Clark, 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 3603.2 (b) and 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.
2. 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
Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
3. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E.
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 Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-
4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05- 1018.01)
E -1
Manuel Pe
Product Control r
NOA No. 07- 0322.06
Expiration Date: March 23, 2011
Approval Date: Jane 07, 2007
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of an Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05- 1018.01)
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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05- 1018.01)
7. 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 Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-
4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05-1018.01)
8. 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 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of an Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05- 1018.01)
9. 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 Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-
4649, dated 08 /11 /05, signed and sealed by Edmundo Largaespada, P
(Submitted under previous NOA #05-1018.01)
E -2
Manuel Pe :y.. E.
Product Control er
NOA No. 07 r22.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
10. 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, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05- 1018.01)
11. 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 Aluminum Single Hung
Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-
4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under previous NOA #05- 1018.01)
C. CALCULATIONS
1. Anchor Calculations and structural analysis, complying with FBC -2004, dated
12/18/06, prepared, signed and sealed by Robert L. Clark, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont
Butacite® PVB" dated 01/05/06, expiring on 12/11/10.
2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia
Interlayer" dated 03/04/04, expiring on 03/04/09.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and
sealed by Robert L. Clark, P.E.
2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L.
Clark, P.E.
G. OTHER
1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH-
700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on
03/23/11.
E -3
uel ' P.E.
Product Contr i : ' er
NOA No. i r T . 22.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •
B. 5/16' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER.
C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
E. 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB.
F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER
G. 13/16" LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
H. 13/16° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE
OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
I. 13/16° LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER
J. 13/16° LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
K. 13/16" LAMI IG: (1) UTE OF 1 /8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE
OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB.
L. 13/18" LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
AM. 13/16° LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) UTES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR
SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER
2. CONFIGURATIONS: "OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
i 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
6. SHUTTERS ARE NOT REQUIRED.
8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
A7. REFERENCES: TEST REPORTS FTL -4645, FTL -4848, FTL- 4647, FTL -4648, FTL-4849, FTL- 4650, FTL- 4851, FTL-4723, FTL -4957, FTL -4958 AND FTL -5063.
ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION
ADM -2000 ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY
® HURRICANE ZONE (HVHZ).
aNc
!1/13108
Oft
124/08
'Weeklong
13
A
CHANGE NOTES 3 &A ADO NOTE 9. ADD GLASS TYPE M
TO NOTE 1. GAZING OPTIONS
ADO FR472370
Fbad Oft
FJG
Amides
1070TEGHNOLOQYDRIVE
NOKOMIS. FL34275
a.aras
FJG DoW
FF 8'/05
P.O. SOX 1828
NOKOMIS. F1.34E/4
ae°h08y
Viably Better
GENERAL NOTES
ALUM. SINGLE HUNG WINDOW, IMPACT
Sufealoisk
WOO
Seas
NTS
Oat d 11
ae"wtts
4040-20
NOA DRAWING MAP
SHEET
GENERAL NOTES 1
GLAZING DETAILS 2
DESIGN PRESSURES 3
ELEVATIONS 4
VERT. SECTIONS 5
HORIZ. SECTIONS 5
PARTS LIST 6
EXTRUSIONS 7
CORNER DETAIL 7
ANCHORAGE 8-11
PRODUCT REVISED
as comldyfag'Mb the PIwlde
&Wiag Cade
No - ! 3 • 04
Date
Robert L. Oath, P.E.
PE 039712
Structural
1/8° ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8° ANNEALED OR HEAT STRENGTHENED GLASS
6/18" NOM.
5/16" LAMINATED GLASS
m
13/16" LAMI IG GLASS W/ 5/16° LAMI
1/2° NOM.
GLASS BITE
1/8° ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8° ANNEALED OR HEAT STRENGTHENED GLASS
6 /16" LAMINATED
AIR SPACE
1/8° ANNEALED OR HEAT STRENGTHENED GLASS.
13/16° NOM.
1/2° NOM.
GLASS BITE
3/18" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
7/16" LAMINATED GLASS
1/2° NOM.
GLASS BITE
r — 3/16° ANNEALED OR HEAT Si NtNGTHENED GLASS
— 090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16° ANNEALED OR HEAT STRENGTHENED GLASS
— 7/16" LAMINATED
— AIR SPACE
1/8° HEAT STRENGTHENED GLASS
13/16" NOM.
13/16° LAMI IG GLASS W/ 7/16" LAMI
NOTE:
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3/16° WITH NO CHANGE
IN DESIGN PRESSURE.
EXTERIOR INTERIOR E>
(ALL SECTIONS)
Read Br
9-
FJC
tee,.
FA
ADO ITEM 92 7D 808 LAN LG. GLASS (AAA)8 LA I /G NOTE
NO CHANGE THIS SHEET
FJC
bar
1103/06
1/24.76
W1/05
Rootobvs
Rnieetor
B
Raftese
A
J.J.
2123101
1078TE0W4OLoor DRNE
NOKOMIS, F7.39278
P.O. SOX 1629
NOKOMIS, P1.34274
P T
v:4wr Bier
GLAZING DETAILS
TOr
ALUM. SINGLE HUNG WINDOW, IMPACT
Si1T00
FIR
2 a 11
amrotro, -20
e
Robert L Clerk, P.E.
PE 939112
Sbuarurei
111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 6B" 70"
72"
74"
TABLE 1.
76"
46"
60"
62"
63 1/8"
UP TO 631/8"
A,B,M
A.B,M
A,B,M
A,B,M
C,D,E,F,G,H,I,J,K,L
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
-80.0
+80.0
+80.0
+80.0
+79.6
+80.0
-80.0
-80.0
-80.0
-79.6
-80.0
+80.0
+80.0
+80.0
+78.2
+80.0
-60.0
-80.0
-80.0
-78.2
-80.0
+80.0
+80.0
+78.8
+76.9
+80.0
-80.0
-80.0
-78.8
-76.9
-80.0
+80.0
+80.0
+77.3
+75.4
+80.0
-80.0
-80.0
-77.3
-75.4
-80.0
+80.0
+79.0
+76.9
+74.0
+80.0
-80.0
-79.0
-75.9
-74.0
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2.
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 318" 44" 60 6(8" 63" 72" 74" 76"
48"
60"
52"
63 1/8"
UP TO 63 lir
A,B,M®
A,B,MA
A,B,MA
+80.0
-80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
+80.0
+80.0
+80.0
+80.0
+80.0
-80.0
-80.0
-80.0
-80.0
-80.0
+80.0 -80.0
+79.9
+78.9
+75.0
+80,0
-79.9
-76.9
-75.0
-80.0
+70.0
+70.0
+70.0
+68.0
+70.0
-70.0
-70.0
-70.0
-68.0
-70.0
+70.0
+70.0
+68.8
+58.7
+70.0
-70.0
-70.0
88.8
86.7
-70.0
+70.0
+70.0
+87.6
+65.5
+70.0
-70.0
-70.0
-67.6
-65.5
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION®
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
TABLE 3.
WIDTH I GLASS TYPE
63 1/8" I D,E,F,J,K,L
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 76" INTEGRAL FIN)
17 118" I 22 11118" I 28 3/16" I 33 3/4" I 39 5116" I 44 13/16" J 80 318"
' So.o +80.0 1 -80.0 +80.01 -80.0 I +80.01 -80.0 +70.0 1 -70.0 +70.0 1 -70.01 +70.0 1 70
+80.0
.0
5516/16"
+70.0 1 -70.0
GLASS TYPES:
TEST REPORTS
TABLE 4.
A. 5116" LAMI - (1/8"A,.090,1/8"A)
B. 5/16" LAMI - (1/8"A,.090,1/8"HS)
C. 5/16" LAMI - (1 /8 HS,.090,1 /8"HS)
D. 7/16" LAMI - (3/16"A,.080, 3/16"A)
E. 7/16" LAMI - (3118"A,.090, 3/16"HS)
EFL-4647, 4848, 4723, 4957
FTL -4647, 4648
F1L.4647, 4848
F11- 4645, 4885
F11.4645
F. 7(16" LAMI - (3116"HS,.090, 3116 "HS) _ FTL-4645
G. 13/16" LAMI 10 - 1 /8 "HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL -4648, 4723
H. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1 /8"HS) F11-4846
I. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 5116" LAMI - (1 /8"HS,.090,1 /8"HS) FM-4846
J. 13/18" LAM* - 1/8"145, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16°A) FT44849, 4650
K. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/161 -IS) Fit-4649, 4650, 4958
L 13116" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL -4648, 4650
M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1 /8"A,.090, 1/rAva FTL -5083
"0"
MEETING RAIL
"O"
MEETING RAIL
"7C
"O"
MEETING RAIL
. 013A
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 TABLES. NEGATIVE DESIGN
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 12 518" MINIMUM TO 38" MAXIMUM.®
Sf�SH
� ®
WHT
MINUS
SASH
HT
� H
PlBDUCT8EV18PD
emvpt/daswili cW
RNs .
ElpkItka
- _7Tli!L ZDl1
Rmdet
F.K
9-'
FJC
REVISED CUSTOM FORMAT EPS. ADD INT FAL UPDA7E 7EST NOS
ADD F7L-4 723 TO GLASS TYPE SA AND O.
F.K
Dew
11HSve
Par
4/10
x /05
amdas
Reddmc
Masbate
8
A
WrA®def
J.J.
2G3f07
1070 TECHNOLOGY ERNE
NOKOMIS, FL 34278
P.O. B X 152a
NOKOMB, FL 34274
P
VWbly Better
DESIGN PRESSURES
ALUM. SINGLE HUNG WINDOW, IMPACT
&swigs* row sum NTS 3 a/ 11
4040 -20 I B
Robert L. Clark, P.E.
PE 039712
Structural
VERTICAL DAYLIGHT
OPENING
DETAIL
FIXED LITE
LOW
SILL.
HIGH
SILL
A
34 1/2°
34 3/18°
B
41 5/8°
41 114"
C
41 1/4"
40 7/8"
D
52 5/8°
5211/18"
E
521/4"
52 5116"
SASH
LOW
HIGH
DETAIL
SILL
SILL
A
341/2"
34 3116"
B
27 7/16°
27 1/8"
C
27 7/16°
271/8°
D
163/8"
153/4"
E
163/8"
153/4°
TABLE 5.
0i
75"
I.F.
HEI
MAX.
HT
A
78" II
FLAN
HEI
j
20°
SASH
HEIGHT
F
SEE DLO
TABLE
F
SEE DLO
TABLE
(MAX)
SEE DLO
TABLE
SEE DLO TABLE
48 5/8' MAX. FIXED
DLO (ALL)
48 1/4" MAX.
VENT DLO (ALL)
DETAIL A
1/1
B
B -'
DETAIL D
VIEW (CUSTOM SASH)
53118' MAX. FLANGED INIDTH
62118" MAX. I.F. WIDTH
P-
I 75"
I.F. I A
D -1 HEI HT SEE DLO
® TABLE
76'
FLANGED
HEI HT
38 /16"
MAX.
SASH
HEI HT
GED
HT
f
SEE DLO
TABLE
SEE DLO
TABLE
SEE DLO TABLE
DETAIL B
VIEW (STANDARD SASH)
DETAIL E
RADIUS TOP (CUSTOM SASH)
S
NO 4
20"
SASH
HEIGHT
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. A
75" MAX.
I.F.
HEI HT
A MAX.
FLANGED
HE! HT
A
78" MAX.
FLANGED
HEI HT
SEE DLO
TABLE
SEE DLO
TABLE
C 1
SEE
NO 4
DETAIL C
RADIUS TOP (STANDARD SASH)
75' MAX.
I.F.
HEI HT
A
76' MAX.
FLANGED
HEI HT
er
F.IC
Moe fte
Fc
bar
ADD INTEGRAL FIN (LF) VERSION. CM NOTE 3. ADD NOTE 4.
NO CHANGE THIS SHEET
F.1C
Dakc
11/13/06
1/x4/08
W1/05
Rehisor
A
ONtbBc
JJ.
?.123707 I
1070 TECHNOLOGY DRIVE
NOKOMIS. FL 34476
P.O.BOX1649
NOKOMIS, FL 34774
PGT
Vlsi* Better
ELEVATIONS
ALUM. SINGLE HUNG WINDOW, IMPACT
an.uoar eve
SHIM I NTSS
ease
4 a 11 I 4040 -20 Pt
k 2.784°
MAX.
HEIGHT
MAX.
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
MAX.
VENT
DAYUGHT
OPENING
SECTION B -B
(LOW SILL SHOWN)
INSIDE
! DUTSIDE
2.330°
(LOW SILL)
SEE NOTE ABOVE
ULTRALIFT
ONLY
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6° FROM EACH SIDE OF SASH.
INSIDE MAX. VENT DAYLIGHT OPENING
ALTERNATE HIGH SILL
MAX. FIXED UTE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE\
HIGH SILL W LOW SILL HEAD JAMB
2.946°
(HIGH SILL)
ULTRALIFT
ONLY
OUTSIDE,
2.710°
FRAME q
OUTSIDE
V m ..,III
D
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERSION)
NOTE: BALANCE PARTS USED
® BASED ON SASH WEIGHT
9,10,11,154
2.710
PRODUCT REVISED
rm rnmpl7MQ with Ib Wide
Wang Cods
Sixteenmo No
Deu
2W !
earadDe
per,
FJC
RearlDe
AK
Date
Draw
11/13 -
Dee
112403
Reelibar
Faradatar
Datelarte
A
* Dee *Wm 1flp aae
FJG SHAS JJ. 2123/07
ADD LA SECTIONS & CCNSOUGATESAL. COMPONENTS
NO CHANGE 1158 SHEET
1070 TECHNOLOGY DRIVE
moms, FL 94270
P.O. BOX 1828
NOKOMIS. FL34274
Visibly Better
SECTIONS
714
ALUM. SINGLE HUNG WINDOW, IMPACT
Ekorftekdat
SH700
Half 5 a 11
uavaa% sc°
4040 B
44
Robert L as*. P.E.
PE worm
Struotuml
FLANGE FRAME HEAD
#8 X1.000 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 11/16"
BALANCE COVER, 3/8° OR 5/8"
#8 X.750 PH. PN. SINS
BALANCE BOTTOM BRACKET
SASH TOP GUIDE
BALANCE COVER, 11/18"
SASH STOP COVER
SASH BRACKET
DESCRIPTION
#8 X1 PHILLIPS FLAT HEAD S. STL
#8-32 X 12" LG. PH. FH. TYPE F S. STL
FIXED MEETING RAIL
SASH TOP RAIL
WSTP.,.170 X 270 BACK, FIN SEAL
SWEEP LATCH
ITEM
1
2
3
5
6
7
8
9
10
11
12
13
15
18
17
18
19
21
23
25
26
27
DWG.#
4002A
1155
4003C
1628
4004
4025
4026
4029
1080
1085/1086
1080 -1
4053
4029 -1
4054C
4006C
1235
1096
1016
28
30
31
34
35
36
37
38
41
42
44
48
46
47
48
49
50
52
53
54
55
58
57
58
59
wad*
FK
4007
1226
4008
1288
1822
1052
1224
1225
4039B
4044B
4222A
985C
4087
4071A
4072A
4073A
40746
4009
1088
2740
1014
1630
1631
1073
1624
rare*
L.
FIG W/08
#8 X.625 PH. FL. SMS
SASH BOTTOM RAIL (LOW SILL)
WSTP., BULB VINYL
SASH SIDE RAIL
SASH FACE GUIDE
LAM SETTING BLOCK 3/32" X25/64" X 1°
LAM IG SETTING BLOCK 1" X 3/4" X 1/16°
VINYL GLAL BEAD BULB (THICK)
VINYL GLAZ. BEAD BULB (THIN)
GLAZING BEAD, 5/16 LA1VL GLASS.
GLAZING BEAD, 5/16 LAM WIGRILL KIT
GLAZING BEAD, 7/16" LAM
GLAZING BEAD, 7/18" LAM WIGRILL KIT
GLAZING BEAD, 13/16" LAMB I.G.
FRAME, I.F. HEAD
FRAME, I.F. LOW SILL
FRAME, I.F. HIGH SILL
FRAME, I.F. JAMB
SILL LATCH (EGRESS) (LOW SILL)
SPRING, SILL LATCH (EGRESS)
SILL LATCH (EGRESS) (HIGH SILL)
SCREEN FRAME (HOR. &VER.)
SCREEN CORNER KEY IAURINGS
SCREEN CORNER KEYW/OUT RINGS
SCREEN SPRING
SCREEN SPLINE - .135 DIA FOAM
wader:
nbs
11/13+00
errs
wwber
B
.4
mar Dottc
AK
ADD LA FRAME ITEMS 47 48, 49 AND 50. UPGRADE DTTEM21
ADD TTEM 92 CHO. D.ESt:R/PTION I7*4I 7.0 313
NO CHANGE THIS SHEET
Crated Dor
2/23477
PGT#
612225
781PQA
612226
7PAD1626
812227
812244
612244
6BALCVR916
7834AA
7BALTBKT
42504
76X1FPAX
BBALCVR670
64053
7ULBRKT
7832X12FPFX
64054C
64006
67316G
71098
7858
612230
8TP249
612231
42501
71622K
71052K
6TP247W,K
6TP248K
64039B
644703
64222
6986
64067
64071
64072
64073
64074
764009
7SPRNG
62740
61014
71630
71631
7CASP
61824K
A
1010 TEGtQIOLOGY 010W
NOKO108, R.34276
N0140Ml99, FL 34274
DESCRIPTION
ITEM
60
81
63
64
67
68
69
70
80
81
82
83
84
85
86
87
88
89
90
91
92
DW4#
1636
505
1161
4051A
4050A
Visibly Berner
SCREEN SPLINE -.135 DIA HARD
SCREEN CLOTH
GLAZING CHANNEL (.688 X.500)
#6 X1.000 PH. BUGLE TEK
GLAZING TAPE, 1/16 X 12 - 7116 LAM
SASH BOTTOM RAIL (HIGH SILL)
FLANGE FRAME SILL (HIGH SILL)
SILICONE, DOW 899, 995 OR EQUIV.
PGT#
61638K
81818
8533402
706X1
82BV1510
64051
64050
A GLASS 5/16" LAM, (1/8 A.090 PVB,1/8"A)
B. GLASS, 5/18" LAM, (1/8"A.090 PVB,1 /81 -IS)
C. GLASS, 5/16" LAM, (1/8"1-IS,.090 PVB,1/8"HS)
D. GLASS, 7/16° LAMA, (1/8"A,.090 PVB,118 "A)
E. GLASS, 7116" LAMA, (118 "A,.090 PV8,118"HS)
F. GLASS, 7/16" LAMB, (1/81HS,.090 P143,1/81-1S)
G. GLASS, 13/16" LAM IG; 1/81-IS, AIR SPACE, 5 /16" LAM, (1IB°A.090 PVB,1 /8"P
H. GLASS, 13/16" LAM IG;1/8'HS, AIR SPACE, 5/16" LAMB, (1/8"A,.090 PVB,1/8"HS)
I. GLASS, 13/16" LAM IG;1/ "HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1B"HS)
J. GLASS, 13/16° LAM IG; 1 /8"HS, AIR SPACE, 7/16" LAMB, (3/16"A,.090 PV51,3/16"A)
K. GLASS, 13116" LAMB IG;1/B"HS, AIR SPACE, 7/16" LAM, (3116°A.090 PVB,3/16"1-1S)
L. GLASS, 13/16" LAM IG;1 /8 AIR SPACE, 7/16" LAM, (3/18 PVB,3116"HS)
M GLASS, 13/16° LAMB IG;1/8A AIR SPACE, 5/18" LAMB, (1/8A.090 PVB,1/8°A)
A
A
A
FRAME, I.F. HEAD
#4071A, 6063-T8
1
2.
FRAME, .F. LOW SILL
#4072A, 608346
2.374
.082 NOM
THICKNESS
FRAME, I.F. JAMB
6 FRAME, .F. HIGH SILL AU #4074B, 6083 -T6
A #407311/4, 8083-T6 (USED AS RADIUS TOP HEAD)
PARTS LIST
ALUM. SINGLE HUNG WINDOW, IMPACT
SKIaafrie
Bask
NTS
fade
8 d 11
4040 -20
A
/ //7/‘:-
Robed L mark. P.E.
PE 539712
Structural
1.363
3.446
i 2.784 —{
1349
1.342
.082
\ ./ FLANGE FRAME HEAD
#4002A, 6063-T6
2.710
6 FLANGE FRAME JAMB
#4004, 6083-T5
(USED AS RADIUS TOP HEAD)
155
[Li
21 FIXED MEETING RAIL
#4054A, 8083HD-T6j
.082
r�2.784 —+I
69 FLANGE FRAME SILL (HIGH)
#4050A, 6063-T6
2.830
O FLANGE FRAME SILL (LOW)
#40030, 6083 46
--.11..—.082 11"90
1■1.451 -4T
0 SASH STOP
v #4025, 6063 -T5
�+- 2279
1.707
23 SASH TOP RAIL
#4006C, 6063HS-T6
2.946
Rawl Bp Dais
LBW
1V13PD8
Deer
824/08
R„
A
• J.J.
• UPDATE FRAME GORI4ERASSEA WLYTO INCLUDE Li".
S AND UPGRADE M31 21 4LLOY.
Rslas
28 SASH BOTTOM RAIL (LOW)
#4007, 6083-75
68 SASH BOTTOM RAIL NIGH)
#4051A, 6063 -T5
NO CHANGE MS SHEET
2!23'07
2.330
040
1
17 SASH STOP COVER
#4053, 6083 -T5
1070 TECHNOLOGY DRNE
NOKOMIS. PL 34275
P.O. SCA11Q3
NOKOtdts, FL34274
I.F. FRAME
SEALANT OR GASKET
AT HEAD AND SILL
FRAME CORNER CONSTRUCTION
SEALANT ALONG ENTIRE JOINT
I.F. FRAME1
VIEW D -D VIEW E -E
(1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
WELD
ALONG
SCREW
BOSS (2)
1.165 I -
- T
.062 1.3149
1
31 SASH SIDE RAIL
#4008, 6063 -T5
.060
8
1.095 I+
8 GLAZING BEAD 7/16"
#4222,6083 -T5
.878
.050
1.115_. -i
: GLAZING BEAD,
#9850,6063 -T6
(USED WI GRILL KIT)
PST
Vktbly Bet
adieftert
SAND
.050
.678
1.096 (- -1
41 GLAZING BEAD, 5/16"
#4039B, 6083-T5
1.096+—.1
GLAZING BEAD, 5/16"
#40448,6083 -75
(USED W/ GRILL KIT)
.050
050
1.097
.883
GLAZING BEAD, 13/16" IG
#4087, 6063 -T5
EXTRUSIONS & FRAME CORNER DETAIL
ALUM. SINGLE HUNG WINDOW, IMPACT
aalm I Wert
Half 7 s 11
I WSraRi
4040 -20
B
PRODUCT REVISED
aa complying with She Pwids
Ilsklin Cods
Accepts= No 1 ,
Dabs �/.r- ' -'f.YC
i
Robert L Clark P.E.
PE 530712
SbudurWl
ANCHOR QUANTITIES
SUBSTRATE: ,,
ANCHOR TYPE: -
FOR 717 FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
28 603
34.603
40.603
46.603
52.603
58.603
64.603
78.000
aooM
J.£`z
ONOO 1
I
ONOO
OOOW
£'Z
ONOO
Z
ONOO
000M
£'Z
ONOO
Z
ONOO
QOOM
£'Z
ONOO
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ONOO
aOOM
E'Z
ON00
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£`Z
ONOO
Z
ON00
OOOM
£'Z
3NO3
Z
ONO3
L
DOOM
£'Z
ONOO
Z
ON00
WINDOW
WIDTH
GLASS
TYPE
18.125
C,D,E,F,G,
H,I,J,K,L
1
1 2
1
1 1
1
1 1
1
1 2
1
1 1
1
1 2
1
2,2
1
1 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2;2
1
2
1
2,2
1
2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 3
1
2 2
1
3
AB
1
1 2
1
1 1
1
1 1
1
1 2
1
11
1
1 2
1
2 2
1
1 2
1
2 2
1
2 2
1
2.2
1
2 2
1
2 2
1
2 2
1
2:2
1
2 2
1
2.2
1
2 2
1
2 2
1
2.2
1
2 2
1
2 3
1
2 2
1
3 3
24.000
C,D,E,F,G,
H,I,J,K,L
1
1 2
1
1 1
1
1;2
1
1.2
1
1,2
1
1 2
1
2 2
1
1 2
1
2 2
1
2.2
1
2 2
1
2 2
1
2 2
1
2 2
1
2:2
1
2,3
1
2 2
1
2 2
1
2 3
1
2 2
1
2 3
1
3 3
1
2 2
1
3 3
A,B,M
1
1 2
1
1 1
1
1 2
1
1 2
1
1 2
1
1 2
1
2 2
1
1 . 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 2
1
2 3
1
2 2
1
2:2
1
2 3
1
2 2
1
2 3
1
3 3
1
2 2
1
3 3
1
3
1
4 4
32.000
C,D,E,F,G,
H,I,J,K,L
1
1 2
1
1; 2
1
2 2
1
2 3
1
1 2
1
2 2
1
2 3
1
1' 2
1
2 3
1
2 3
1
2 2
1
2 3
1
2: 3
1
2 2
1
2, 3
2
3 3
1
2 2
1
3 3
2
3 4
1
3 2
1
3 3
2
3 4
A,B,M
1
1 2
1
1 2
1
2.2
1
2 3
1
1:2
1
2 2
1
2 3
1
1 2
1
2 3
1
2 3
1
2 2
1
2 3
1
2 3
1
2 2
1
2 3
1
3 3
1
2 2
1
3 3
1
3.4
1
3 :2
1
3 3
1
3 4
1
3'3
1
4 4
37000
C,D,E,F,G,
H,LJ,K,L
1
2.2
1
1 2
1
2 2
1
2 3
1
1 2
1
2 3
2
2 3
1
2 2
1
2.3
2
2 3
1
2 2
2
2 3
2
2 3
1
2 3
2
2
2
3 4
1
2
2
3 3
2
3 4
1
3 3
2
34
2
3 5
1
3 3
2
4.4
AB,M
1
2 2
1
1 2
1
2 2
1
2 3
1
1 2
1
2 3
2
2 3
1
2 2
1
2.3
2
2 3
9
2 2
2
2 3
2
2:3
1
2 3
2
2 3
2
3 4
1
2 3
2
3.3
2
3.4
1
3 3
2
3 4
2
3.5
1
3 3
2
4 4
40.000
PSF
79
C,D,E,F,G,
H,I,J,K,L
2
2J2"
2
1 2
2
2 2
2
2 3
2
2 2
2
2 3
2
2 3
2
2 2
2
2 3
2
2 3
2
2 3
2
2 3
2
2 4
2
2 3
2
3 3
2
3 4
2
2 3
2 2
3 4 3 5
2
3 3
2
3 4
2
4 5
2
3 3
2
4 4
ABM
2
2
1;2
2
2 2
2
2 3
2
2
2
2'3
2
2 3
2
2 2
2
2 3
2
2 3
2
2.3
2
2 3
2
2 4
2
2.3
2
3 3
2
34
2
2
2 2
3 4 3 5
2
3,3
2
3 4
2
4.5
2
3.3
2
4,4
212
44.000
PSF
79
C,D,E,F,G,
H,I,J,K,L
2
2
2 2
2
2 2
2
2 3
2
2 2
2
2 3
2
2 :3
2
2 2
2
3' 3
2
2 4
2
2 3
2
3 3
2
3 4
2
2 3
2
3 3
2
3 4
2
2 3
2 2
3: 4 3' 5
2
3.3
2
3 4
2
4 5
2
3 4
2
4, 5
212
A B,M
2
2
2 2
2
2 ; 2
2
2 3
2
2 , 2
2
2 3
2.
2 3
2
2 . 2
2
3 3
2
2 4
2
2 . 3
2
3 3
2
3 4
2
2 3
2
3 3
2
3 : 4
2
2 3
2 2
3 . 4 3 : 5
2
3 . 3
2
3 4
2
4 6
2
3 4
2
4 5
212
48.000
PSF
79
79
C,D,E,F,G,
H,I,J,K,L
2
2
2 2
2
2
2 3
2
2 2
2
2 3
2
3 4
2
2 3
2
3 3
2
3 4
2
2 3
2
3.4
2
3 4
2
2.3
2
3 4
2
3 5
2
3, 3
2 3
3; 4 3 5
2
3 3
2
4 5
3
4 6
2
3
2
5, 5
212
212
AB,M
2
2
2 2
2
2
2 : 3
2
2.2
2
2 3
2
3 4
2
2 : 3
2
3 3
2
3'4
2
2 3
2
3 4
2
3'4
2
2 : 3
2
3 ' 4
2
3 5
2
3 3
2 3
3 4 3 : 5
2
3 ' 3
2
4 5
3
4 6
2
3.4
2
5 5
- 2 - ii
212
53.125
PSF
72
79
79
C,D,E,F,G,
H,I,J,K,L
2
2 i 2
2
2 2
2
2
2
2 :2
2
2 3
2
3: 4
2
2
2
3 4
2
3 4
2
2; 3
2
3 : 4
3
3'4
2
3 ; 3
2
3 , 4
3
3.5
2
3; 3
2 3
4 4 4 6
2
3 4
3
4 5
3
4 6
2
3 4
3
5 6
212
213
"'"" RA
2
212
2
2 2
2
2
2
2 2
2
23
2
3:4
2
2 3
2
3:4
2
3 4
2
2 3
2
3
3
3 4
2
3 3
2
3 ; 4
3
3 5
2
3 ; 3
2 3
4 4 4 , 5
2
3.3
2
4 5
3
4 6
2
3 4
3
4,5
212
213
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS
2 -1/4' ELCO 854 CRETE -FLEX
3- #12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD -181/2' MAX. FROM TOP CORNERS
JAMBS - 17112' MAX. FROM TOP CORNERS
15° MAX. FROM BOTTOM CORNERS
8' MAX. BELOW MTG. RAIL
A 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.
6. 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.
TABLE KEY:
MAX. PSF
(DP LIMITED) 118
HEAD
JAMB ABOVE
MTG. RAIL
JAMB BELOW
MTG. RAIL
(FULL DP)
HEAD
JAWS ABOVE
MTG. RAIL
JAMB BELOW
MTG. RAL
2
2'13
Roo-
FJC
E ANCHORAGE TA I E ANDAVITES
ADD DP MAX WHERE ANCHORQ (S RESTRICTED SYSIZE.
tawente
RIG
FX
Dog
Dees
11112/56
aof seits
RAVISIMIC
Rirdebne
A
J.J.
NO CHANGE ThiS SHEET
ftv 2!23
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 3427V
PA.6OX 1578
NOKOMIS, FL 34274
PGT
v�'�Y Be6teY
ANCHORAGE SPACING, 111 WINDOWS
Tay
ALUM. SINGLE HUNG WINDOW, IMPACT
awissme MOO leads NTS 1 8 a 11 1 4040 -20
B
a7
Robert L Clark, P.E
PE #38712
Structural
9
ANCHOR QUANTITIES
FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6 .
WINDOW HEIGHT
SUBSTRATE:
29.655
37.155
44.655
52.155
I 59.655
I 67.155
I 74.655
76.000
ANCHOR TYPE: --_
ON00
WINDOW
GLASS
DO
£'Z
NO
NO
DO
£'Z
NO
Z
NO
DO
£`Z
NO
NO
DO
£`Z
NO
NO
DO
£'Z
NO
NO
DO
£`Z
NO
NO
DO
£'Z
NO
NO
DO
£'Z
NO
WIDTH
TYPE
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
18'125
H,I,J,K,L
1.1
1 . 1
1 1
2 2
2.1
2 2
2 2
2 1
2 2
2 2
2 2
2 2 2 2
2 2
2 2 2 . 2
2 :2
2 2 3 2
, •
2 2
3, 2
3 2
2'2
3 2
A,B,M
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1 1
1
1 1
1
1
1
1
1
1 1
1.1
1 1
2:2
2 1
2.2
2 :2
2 1
2:2
2.2
2,2
2'2 22
2 2
2:2 2.2
2:2
2.2 3 2
2 2
3.2
3'2
2,2
3
PSF
79
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
24.000
H,I,J,K,L
1[1
1 1
1 1
2 2
1 1
2:2
22
2 2
22
2 2
2.2
2 2 2.2
2.2
3'2 3-2
2.2
3 2 3:2
12
3 2
3
2 2
3'2
ABM
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1 1
1
1 1
1
1
1
1
1
111
1'1
1 1
2 2
1.1
2.2
21
2.2
2:2
2.2
2,2
2 2 2
2:2
3.2 31
2.2
312 3 2
12
3 2
3 2
2.2
3-2
PSF
68
77
C,D,E,F,G,
1
1
1
1
1
1
1
1
2
1
1 2
1
1 1
1
1 1
1
1
1
1
1
32
H,I,J,K,L
.
all
1 1
111
2.2
2 2
2:2
2 3
2 2
2 2
3.3
2:2
3.3 3
3 2
3 3 3 3
2 2
3:3 4 3
3 2
4 3
4 3
3 2
4 3
A,B,M
1
1
1 1
1
1
1
1
1
2
1
1 2
1
1 1
1
1 1
1
1
1
1
1
111111112
:222222;
322223:
322333
.3323
PSF
59
67
79
C,D,E,F,G,
1
1
1
2
1
1
2
1
2
2
1
2 2
1
2 2
1
2 2
1
2
2
1
2
37.000
H,I,J,K,L
111
1 1
111
212
2 2
2
2;3
2.2
2'3
3:3
2.2
3 3 3 3
3 3
4 3 3:3
3 2
3 3 4 3
3'2
4 3
4.4
3
4 3
ABM
1
1
1
2
1
1
2
1
2
2
1
2 2
1
2 2
1
2 2
1
2
2
1
2
1[1
1 1
111
2;2
2 2
2 2
2 3
2 2
2:3
3 3
2 2
3 3 3 3
3 3
4.3 3 3
3'2
3 3 4 3
3 2
4 3
4.4
3 2
4 3
PSF
54
79
62
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2 2
2
2 2
2
2
2
2
2
40.000
H,I,J,K,L
ill
1 j 1
111
212
2 2
2.2
2.3
2 2
3.3
3.3
2:2
3 3 4.3
3 3
4 3 3 3
3:3
4 3 4,4
3.3
4 3
4 4
3'3
5
ABM
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2 2
2
2 2
2
2
2
2
2
111
111
111
212
2 2
2
2.3
12
3 3
3'3
2.2
3 3 4.3
3:.3
4.3 3,3
3 3
4:3 4.4
3;3
4 3
4.4
3
5 3
PSF
49
79
58
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2 2
2
2 2
2
2 2
2
2
2
2
2
44.030
H,I,J,K,L
111
111
111
212
2 2
212
3 3
2 2
3' 334233.
34
2
2
2
2
2
2
2
2
2
2
2 2
2
2 2
2
2 2
2
2
2
2
2
A , 9 , 1 6 4
1 1 1
1 1 1
1 1 1
212
2 2
_2_
212
3 3
2 2
3.3
3 4
13
3.3 4.4
3 3
4 3 4.4
33
4 3 4.4
3:3
4.3
4 4
3:3
5:4
PSF
45
74
51
74
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2 3
2
2 2
2
2 3
2
2
3
2
2
46,000
H,I,J,K,L
li
119
_ 2
212
2'2
2 2
313
12
3 3
3.4
3; 3
3 3 414
3•3
4: 4 4.4
3: 3
4'. 4 4.4
4,3
5
4.4
4 3
5:4
2
2
2
2
2
2
2
2
2
2
2
2 3
2
2 2
2
2 3
2
2
3
2
2
AB,M
1 1 1
1 1 1
1 1 1
212
2 : 2
212
313
2 2
3.3
3:4
3 : 3
3.3 4:4
3.3
4.4 4 4
3.3
44 44
4 3
5 4
4 4
4 3
5.4
PSF
41
87
46
67
76
79
C,D,E,F,O,
2
2
2
2
2
2
3
2
2
3
2
3 3
2
3 • 3
2
3 3
2
3
3
2
3
53.125
H,I,J,K,L
1r1
111
1(1
2T2
2 2
212
3[3
3 3
3:3
4
3 : 3
4 4 4:4
3 3
44 4.4
3:3
4 5'5
4'3
514
5.5
4 3
5:4
A,B,M
2
2
2 2
2
2
3
2
2
3
2.
3 3
2
3 3
2
2 3
2
3
3
2
3
111
119
11112 12
2.2
212
313
3
3
4.4
3:3
44 4 ;4
3.3
4 :4 4.4
3 ;3
4.4 5.4
4T3
5:4
5'4
4 3
54
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS
2 - 1/4' ELCO SS4 CRETE -FLEX
® 3- #12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -18 1/2° MAX. FROM TOP CORNERS
JAMBS -17 MAX. FROM TOP CORNERS
15° MAX. FROM BOTTOM CORNERS
6° MAX. BELOW MTG. RAIL
® SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' LESS.
6. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOW 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.
TABLE KEY:
MAX. PSF
(DP LMTED)
HEAD
JAMB ABOVE
MTG. RAIL
JAMB BELOW
MTG. RAIL
117
3
313
(FULL DP)
HEAD
JAMB ABOVE
MTG. RAIL
JAMB BELOW
MTG. RAIL
2
2:
FJC
Reed*
FJC
ea.aey.
FJC
Omar
11/1308
t , a_t� Tr.
ADD DP
ANCHOR QTY 64 RESTRICTED BY SIZE
raft
12488
*Max. Aft
B
e
A
Opemeeer
NO CHANGE 71 SHEET
2�o7 1
IWO TECHNOLOGY ORIVE
NOKOMIS, FL 34275
P.O.MA 1S29
NOKOMIS, FL 342M
Vtdbb Better
ANCHORAGE SPACING, STANDARD VIEW
ALUM. SINGLE HUNG WINDOW, IMPACT
ta.,tett
Mot 112satlaptio.
9 of 11 I 4040-20
74%
ert L aaalt, P.E.
PE #39712
Structural
ANCHOR QUANTITIES
SUBSTRATE
AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE S.
SASH HEIGHT
12.778
15.776
18.776
21.776
24.776
27.776
30.776
31.106
ANCHOR TYPE:
aoom
r EZ
ONOO
Z
ONOO
000M
£z
N X
ONOO
UOOAA
£'Z
ONOO
Z
ONOO
000M
£'Z
ONOO
ONOO
i
0o0M
£'z
ONOO
" I
000m
£'Z
ON00
ON0O
000M
£'Z
ONOO
L Z
ONOO
000M
£'Z
ONOO I
IONOOI
WINDOW
WIDTH
19.125
1
1
1
2
1
2
2
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,E
2
1
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
37.000
79
✓ �
▪ 'C{
• C)
r �
r CD
✓ C)
I r IC)
2 1 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
4 0 . 0 0 0
KL
•
N N
N
C
N JO)
2 I 2 1 2
2
2
2
3 213
3 1 213
31313
41313
413 1 4
41314
5 1 3 1 4
44.000
j !CV VI
r
2
2
3
2 1 3
3 I 3 I 3
4 I 3 1 3
4 1 3 1 4
5 (3 1 4
2 2 1 2
2
4 8 . 0 0 0
79
79
72
79
N
N
2
2 1 2
2
N
N CO
3
2 1 3
4 1 3 1 3
4 1 3 1 4
4 1 3 1 4
51314
51314
53.125
73
N :CO
68
N - V
6
N KS
N CDI
N
N • CD
2 1 2
2
2
3
3 1 3
4 f 3 1
41 3 1 4
5 1 3 1 4
5 1 3 1 5
5 1 3 1 5
ANCHOR
QUANTITIES
ABOVE MEETING RAIL (HEAD & JAMBS),
CUSTOM FLANGED WINDOW HEIGHT MINUS ASH HEIGHT TABLE 7.
1
2
A
°'
3
R2
1
it's
2
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8.
0.382
55.925
S
'
v
S
.+
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y
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0
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0
--
0
-
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z
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19.125
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Ir r
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✓ N
r
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r
i
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r C)
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r C)
24.000
D
N'
Ir r
Ir r
I rr
Ir N
Ir
N
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✓ N
• N
r N
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r C)
r C)
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r C)
r C11
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2.000
D ,E,F,J,
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Ir r
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PSF
79
KL
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N 'Q
N CO
C)
N :b)
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N
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r
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r�l
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PSF
19
79
79
79
N
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63
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64
74
66
77
69
69
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J.J.
NO CHANGE THIS SHEET
2/2307
10707ECHHOL00Y DRIVE
NOKOMIS, FL 94275
P.O. BOX 1529
NOIC0658, FL 94214
Eadietat
811700
NTS
ANCHORAGE NOTES:
BIGT. ANCHORAGE SPACING, CUSTOM VIEW
ALUM. SINGLE HUNG WINDOW, IMPACT
vaibb Berner
. ANCHOR TYPES: 1 -114" ELCO TAPCONS
2 - 1/4" ELCO SS4 CRETE -FLEX
3 - #12 SCREWS
ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD -18 1/2° MAX. FROM CORNERS
JAMBS - 171/2° MAX. FROM TOP CORNERS
11 1/2° MAX ABOVE THE MEETING RAIL
8° MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 618" MIN. TO 38° MAX.
. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1° LESS.
DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOW
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.
TABLE 7. KEY:
(DP LIMITED)
HEAD
JAMB ABOVE
MTG. RAIL
(FULL DP)
HEAD
JAMB ABOVE
MTG. RAIL
(FULL DP)
JAMB BELOW
MTG. RAIL
MAX PSF
112
2
2
2
4
® TABLE 8. KEY:
MAX. PSF
(DP UMITED) 112
JAMB BELOW 2
MTG. RAIL
2
Mat ono-eft sm
D e 11 1 4040 -20 I B
A
3.35 KSI MIN. CONCRETE i
OPTIONAL lx
WOOD BUCK
(SEE NOTE 4)
1/4° MAX. SHIM
(ALL INTERIOR
(ALL HEAD AND SILL DETAIL
CONCRETE ANCHOR
(SEE NOTE 1 & 3) A, • 2x WOOD BUCK
A,(SEE NOTE 4)
.131° DIA. MIN.
x 2 1/2" NAIL
AT CORNERS
AND 5" O.C.
1 1/4"
j MIN.
y 1 3/8" MIN., 1/4" TAPCON
.43/4" MIN., 1/4" CRETE -FLEX
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
A
,-.1 Ittk ,auto„ iu.
FIIII1 v
lx BUCK OPTIONAL WITH SOLID CONCRETE
SUBSTRATE (SEE NOTE 4)A
CONCRETE ANCHOR,
Al BELOW MEETING
RAIL (SEE NOTE 1 & 3)®
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
A 1/4"
MAX
SHIM
uU
If�
DETAIL F, (HEAD)
- .—WOOD FRAME
1/4" j
MAX.
SHIM
WOOD ANCHOR
(SEE NOTE 2 & 3)A
1/4° MAX. SHIM
1 3/8°
MIN.
1/4 "i MAX.
SHIM
.131" DIA. MIN.
x 21/2° NAIL,
AT CORNERS
AND 5° O.C.
1 3/8"
2x WOOD BUCK
(SEE NOTE 4)
WOOD FRAME
.131" DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5° O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
A NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY
APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 3/4 °.
2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR
1/4° SS4 CRETE -FLEX.
3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
8083 -T5 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 WOOD 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 COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS R IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005).
WOOD ANCHOR,
FH BELOW MEETINGA
RAIL (SEE NOTE 2 & 3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
DETAIL G, (SILL)
Rood BD
Rena Bp,
F.K
Rarber.
FJG
aemeF
FJG
Oda
Dem
11/13/08
View
124/00
Raking
Raawmc
A
J.J.
ADD INTEGRAL FIN ANCDIORAM UPDATE & REORDER AWES.
77ES
ADD NOTES 7. UPDATE CONNrJRELE EMBEDMENT DOA
ACID NOTE B RE RAT HEAD ANCHORS.
X0 1
1070 TECHNOLOGYORNE
NOKO14S, P1.34276
PA. BOX 1828
NOKOMI8, R.347!4
Visibly Better
ANCHORAGE DETAILS
ALUM. SINGLE HUNG WINDOW, IMPACT
c e mk Roe u�R°, as
SH700 ` NTS 11 d 11 4040-20 B
" /V7 (//'
Re L. Clark, P.E.
PE 400712
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