HomeMy WebLinkAboutSUBMITTED PAPERSrr Permit Number:
St. Lucie Coan'ty OQ
Building & Zoning Department Oj
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553 5QA/V/q•,D
APPLICATION FOR REPLACEMENT OF St' CvCjq OoIJ
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS nlfy
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
1. LOCATION/SITE ADDRESS:
.2
5SS taog uo LSA.vF,
2. PARCEL ID NUMBER: ZS-
`TO 2-- 0 `-15a " CCQ — j
3. DESCRIPT ION OF PROJECT OR
4. TYPE OF STRUCTURE: SFR4_
5. OWNERS INFORMATION
Name: �A 111�-` o. , zC' &,m
Address: -2-4 f AGOLJo1S ut,
City: -r Pit,,n6J State: E4--
Zip: :�kjqLA (0 Phone: q6S—qLAr:.q
-T._ _ WR_' 'L Y w
MOBILE HOME OTHER
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: C r—O(Z l (00
County Cert #: ` b
Business Name: M(,X}}
^Window , Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
ManufactureMethod
l #d M
Model
of Attachment #
Florida Product Approval #
120 mph
130 mph
1140 mph
Windows & Skylights
Exposure B
L Oct
� �.
1-9b.aD
S� i®b
m 1
1� � l ���� h
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ FEES DUE:
RECEIPT: �S�>
OWNER'S AFFIDAV . I certi y that al=ai)u1ic)elaws
inftion contained in this application is correct and that all work will be done in
comp iaace wi regulating construction, and zoning.
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS l to DAY OF
HAS PRODUCED AS IDE IF
"i'ar I'l®s LA6 j& W NO Y
Notary V?Fsn:S*1odNrj0qABIC
�f My Comm. Expim uy #�'y"'.f,�a� � td a' Commission 00 911387
AME SIGNATURE OF QUALIFIE ER
i sJ Q-1 An n� BY HO IS PERSONALLY KNOWN TOM - OR WHO
TION.
lit, dew
TYPE OR PRINT NAME OF NOTIXRY
J
COMMISSION NUMBER Do 6' 1 1 39')
ST. LUCIE COUNTY Vinyl Siding
NOTICE 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
[]Attach 2 copies of the NOA or Florida approval with details to the product being used.
INSTRUCT -IONS
Please complete all information in the space provided.' All information'must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities involving structural alteration, in addition to the replacement, of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process.'' The informaiion to be provided with this application
includes:
1. LOCATION/SITE ADDRESS: .......... I ............... : .............. : ...... Indicate the street address, or general location, of the property on
which the building activity is taking place.,
2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION: .......... .................................... .... Indicate the name and address of the owner of the property on which
the product is to be installed.
5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida'(if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
( valu&of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be. complete and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at'(772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this' Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
".0
•11111�`
r--
T®
G
Visibly Better,.
1070 Technology Drive
Nokomis, FL 34275
October 30, 2008
Reference: - SH-700 NOA 07-0322.06
To Whom It May Concern:
Toll Free Phone 800.282.6019
Local Phone 941-480.1600
Engineering Fax 941.488.3196
The above -referenced Miami -Dade County Notice of Acceptance meets the
requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202
protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large
Missile).
Sinc.�`rely,
Robert L.
P.E. #397 .
PGT (Code `Compliance
r�
t
MIA MNDADE
'1
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buldingeodeonUne.com
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
SCOPE:
This NOA is, being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed 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. Seres.'""SH7lf OO`umihum Single 1I nWncolMM,'
FAL
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum Single Hung Window, Impact", sheets 1
through 11 of 11, dated 911105, with revision B dated 11/13/06, 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.
r Coo
NOA No. 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 10/03106, signed and sealed by Edmundo Largaespada,
P.E.
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 Flung
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)
Manuel Pe , P. .
Product Control ExhMWer
NOA No. 07-0322.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
E-1
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 underprevious 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)
Manuel Per , E.
Product Control E4a9&er
NOA No. 07- 22.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
E-2
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 10105105, 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.
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.
:/:2. f9
Manuel Perak P.E.
Product Contr Exa ' er
NOA No. - 22.06
Expiration Date: March 23, 2011
Approval Date: June 07, 2007
E-3
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 SAFLEXIKEEPSAFE 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) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE 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. 13116" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A NOA DRAWING MAP
.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 516" LAMI CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS AND (1) LITE SHEET
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ............. I
I. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS ............ 2
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....._. 3
J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A ELEVATIONS ..................... 4
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT. SECTIONS ............. 5
K. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAW CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS ............ 5
OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST...................... . 6
L 13/16" 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 7
EXTRUSIONS ....................
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.. 7
®
M.13116" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR CORNER DETAIL .............. ANCHORAGE .................... 8 11
SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
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 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: THE 33 113k 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 OR GASKET.
®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-3647, FTL-4648, FTL 1649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063.
ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION PRODUCT REVISED
ADM-2000 ALUMINUM DESIGN MANUAL as complyft Wilk tie Plwmm
XvidlagCode
8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. AccVtaace IVo - 03 06
E�piradou 2.011"
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY gy
® HURRICANE ZONE (HVHZ).
l� �
0 TEC:HNO.GY ORNE E-UN9111"m GENERAL NOTES SO/
NOKOMIS, FL 34275 nw
P.O. sox 1528 ALUM. SINGLE HUNG WINDOW, IMPACT Robert L. (Tack. RE.
NOKOMIS. FL34274 Vuibly gem &'~` "'� PE #39712
sumo NTS 1 1 11 4040-20 B Structural
V2" NOM.
GLASS BITE
O
1 or 82T 1 ----"1 1111 11 (83.84 or
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" NOM.
51161, LAMINATED GLASS
1/2" NOM.
GLASS BITE
,88 or 92 89,90 or 91
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" LAMINATED
AIR SPACE
1/8" ANNEALED OR HEAT STRENGTHENED GLASS®
13/16" NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI
1/2" NOM.
GLASS BITE
O
® NOTE:
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3/16" WITH NO CHANGE
IN DESIGN PRESSURE.
r] EXTERIOR INTERIOR
(ALL SECTIONS)
3/16" 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
m
3/1 6"ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
AIR SPACE
1/8" HEAT STRENGTHENED GLASS
13/18" NOM.
13/16" LAMI IG GLASS W/ 7/16" LAMI
ITEM 92 TO 6i16 LAMI I.G. GLASS (AAA) d LAMI IG NOTE NOKOMIS, FL 94275 - --3'
HANGE THIS SHEET P.O. �X 15N
NOKOMIS, FL34274 Visibly Better
ITT
ALUM. SINGLE HUNG WINDOW, IMPAC
s.aa+eut a.ft awe rift
SH700 Full 2 a 14 404LL20
PRODUCT REVMD
reompbiaq wM ike P1lt"
Baldtogcode
Es�pita, m Dte - D 6
3,Zbl/
Rr
M11' de Pmdt►t,
D a
Robert L Clerk, P.E.
PE #39712
Sbuctwal
� 1
1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,�L
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68" 70" 72"
74"
TABLE 1.
76"
48"
A,B,M ®
+80.0
-80.0
+80.0
-80.0
+80.0
80.0
+80.0 1 -80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
50"
A.B,M
+80.0
-80.0
+80.0
-80.0
+80.0
80.0
+80.0 80.0
+80.0
-80.0
+80.0
-80.0
+79.0
-79.0
52"
A.B.M ®
+80.0
-80.0
+80.0
-80.0
+80.0
80.0
+80.0 -80.0
+78.8
-78.8
+77.3
-77.3
+75.9
-75.9
53 1/S"
A, B, M
+80.0
-80.0
+80.0
-B0.0
+79.6
1 79.6
+78.2 1 -78.2
+76.9
-76.9
+75.4
-75.4
+74.0
-74.0
UP TO 53 1/8"
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
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ®
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 318" 44" 05181. 63" 72" 74"
TABLE 2.
76"
in..
A, B, M ®
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+70.0
1 -70.0
+70.0
-70.0
+70.0
-70.0
50"
A, B, M ®
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+79.9
-79.9
+70.0
-70.0
+70.0
70.0
+70.0
-70.0
52"
A,B,M®
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+76.9
-76.9
+70.0
-70.0
+68.8
1.8
+67.6
-67.6
53118"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+75.0
-75.0
+68.0
E8.0
+66.7
-66.7
+65.5
65.5
UP TO 63 118"
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
+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® TABLE 3.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN)
WIDTH GLASS TYPE 17 1/8 22 11116" 1 28 3/16" 1 33 3/4" 1 39 5116" 4413/16" 1 60 3/8" 5516/16/,
53 1/8" 1 D,E,F,J,K,L +80.0 ; -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 1 -70.0 +70.0 1 70.0 1 +70.0 1 70.0 1 +70.0 1 70.0
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 5116" LAMI - (1/8"A,.090,1/8"A)
B. 5/1W LAMI - (1/8A,.090,1/8"HS)
FTL- 647, 4648, 4723, 4957
4648
C. 5/16" LAMI - (1/8"HS,.090.1/8"HS) -�---- -
_FTL-4647,
---- FTL-4647, 4648
D. 7/16" LAMI - (3116"A,.090, 3/16"A)
FTL-4645, 4885
E. 7116' LAMI - (3116"A,.090, 3/16"HS)
F. 7f16" LAMI -(3116"HS,.090, 3116"HS)
FTL-4645
FTL-0645
G. 13/16" LAMI IG-1/8"HS, AIR SPACE, 5/16" LAMI - (1/B"A,.090,1/8"A)
FTL-4646, 4723
-
H. 13/16" LAMI IG-118"HS, AIR SPACE, SM6" LAMI - (1/6A,.090,1/8"HS)
--
_ FTL-4646
I. 13/16" LAMI IG-1/8"HS, AIR SPACE, W16" LAMI - (101-IS,.090,118"HS) -
FTL-4646 -
J. 13/16" LAMI IG-1/8"HS, AIR SPACE, 7/16' LAMI - (3/16"A,.090, 3/16"A)
- FTL-4649, 4650
K. 13/16" LAMI IG-1/8"HS, AIRSPACE, 7/16" LAMI - (3/16"A,.090, 3/1WHS)
_
FTL-4649, 4650, 4958
_�-
L. 13116" LAMI IG-118"HS, AIR SPACE, 7116" LAMI - (3/1(Y"HS,.090, 3/16"HS) _--
_
FTL-4649, 4650 -
M. 13/16" LAMI IG-1/8"A, AIR SPACE, 5/16" LAM] - (1/8"A,.090, 1/8"A) _
_
- FTL-5063---^------- -
"0"
MEETING RAIL
HT.
°X" JH
"0"
HT. MEETING RAIL
"X' S ISH
W HT.
"0" MINUS
SASH
NT. HT.
MEETING RAIL
SAyySH
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 5W MINIMUM TO 38" MAXIMUM.®
1070 MCF 0"M DRIVE DESIGN PRESSURES
c FIN. UPDATE'IE8Tivos NOKOMIs, FL342, "r"'
Po 8=1m ALUM. SINGLE HUNG WINDOW, IMPACT
G. NOKOMIS, FL3W4 Vaibly Better yrwdt ad,c mre o.,upw
sx7rb NTS 3 w 11 4040-20
PRODUCTREVERD
Temp inwi&daPYeiit
cwt
AAcapf .vNs .OG
.ZW
pm4m
Robert L Clerk, P.E.
PE #39712
swwxei
I
SEE DLO
TABLE
SEE DLO
TABLE
(MAX.)
48 5/8" MAX. FIXED
DLO (ALL)
O j
li X j
I
48 1/4" MAX.
VENT DLO (ALL)
DETAIL A
1/1
B
SEE DLO
TABLE O j
SEE DLOi ABLE I n
—531/8" MAX. FLANGED WIDTH
— 52118" MAX. I.F. WIDTH
D+c C�
1
75" MAX. 75" MAX. � 75" MAX.
A A I.F. C HEIGHT
TABLE O
Del HEIGHT / HEIGHT SEE DLO
® ® TABLE
76" MAX 76" MAX. 78" MAX.
FLANGED FLANGED FLANGED
HEI PHT — HEIGHT HEIGHT
38 /16"
SASH SEE DLO X j I S E SEE DLO � X � � SE
816HEIGHT
TABLE — / NO E 4 TABLE — / NOTE 4
75" MAX.
I.F.
HEIGHT
76"AMAX.
FLANGED
HEIGHT
20"
SASH
HEIGHT
B --
DETAIL D
VIEW (CUSTOM SASH)
DETAIL B
VIEW (STANDARD SASH)
E -•-1
I 75" MAX.
I.F.
E -+ HEIGHT
SEE DLO
TABLE
O
76" MAX.
FLANGED
HEIGHT
SEE DLO TABLE
X j
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.
DETAIL C
RADIUS TOP (STANDARD SASH)
VERTICAL DAYLIGHT
OPENING
DETAIL
FIXED LITE
LOW
SILL
HIGH
SILL
A
34 1/2"
34 3/16"
B
41 6/8"
41 1/4"
C
41 1/4"
40 7/8"
D
52 518"
52 11116"
E
52 114"
52 5/16"
SASH
DETAIL
LOW
SILL
HIGH
SILL
A
1 34112"
34 3116"
B
27 7116"
27 1/8"
C
27 7/16"
27 1/8"
D
16 3/8"
15 3/4"
E
16 3/8"
15 314"
TABLE 5.
1070TEOHNOLOGYDRNE
NOKOMM FL 34M
P.O. BOx
FL1. U 34274
NJ
ELEVATIONS
11/13w
r
B
ADD INTEGRAL FIN .F. VERSION. CHG. NOTE & ADD NOTE4.
7°`
ALUM. SINGLE HUNG WINDOW, IMPACT
w
04m
A
NO CHANGE THIS SHEET
Vcsibly Berar
SH700
sae
HITS
4 d 11
a."N.
W40 20
911,W
—WmlNOKOMIS,
p J.J.
71697
PRODUCT REVISED
as cempift uAk Me PIRIi
PuldingCode
Ae ig. - Q32 b4I
� imdsct
G
Robed L. Clack, P.E.
PE #39712
structural
MAX.
F:::
MAX.
FIXED
LITE
DAYLIGHT
OPENING
21
OUTSIDE
VENT
DAYLIGHT
i$
3 ) (30
v wvun
Nft
INSIDE
7,8OR17
23
31
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.
INSIDE MAX. VENT DAYLIGHT OPENING
I I
1' �- Lu-�1'i�•
25
OUTSIDE
MAX. FIXED LITE DAYLIGHT OPENING
r= MAX. WIDTH
SECTION A -A
I HIGH
SILL
49 HIGH SILL
NOTE: BALANCE PARTS USED
® BASED ON SASH WEIGHT
9,10,11,15,16
2.710"
INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE
LOW
SILL
HEAD
J7:2.71o°
ALF. FRAME q
II
OUTSIDE
2.330° (HIGH SILL)
52 (LOW SILL)
SEE NOTE ABOVE 54
12 ULTRALIFT 69 ONLY ULTRALIFT
3 12 ONLY
N) ALTERNATE HIGH SILL
1070 TECHNMOGY I>RPIE SECTIONS
36 CONSOurtATE SAL COMPONENTS NOKOWS,FL34, M.
SHEET P.O. BOX 1529 A SINI
sftwoke
NOKOMIS, FL 34274 V&ibly Betrer
srnno
63
66
PRODUCT REVISER
as cnnplglag wm me FMeNtI
Baidiry Code
AagNaDm Na ,G
'mtIallO o �2D//
8Y
Mfa 'lDadmPaedatsf
SECTION C-C
RADIUS TOP G'�f
(HEAD DETAIL - FLANGED VERSION) A/Z
XE HUNG WINDOW, IMPACT Robert L. Clatk. P.E.
air sa.c mwcrn• ig PE#39712
HBIf 5 a 11 40402U B swaur9l
ITEM
DWG.# I
DESCRIPTION
1
4002A IFLANGE
FRAME HEAD
2
1155
#8 X 1.000 QUAD PN. SMS
3
4003C
FLANGE FRAME SILL (LOW SILL)
5
1626
ADHESIVE OPEN CELL FOAM PAD
6
4004
FLANGE FRAME JAMB
7
4025
SASH STOP
8
4025
SASH STOP (EGRESS)1.125 LONG
9
4029 ISPIRAL
BALANCE, 3/8", 5/8", OR 11/16"
10
1080 1
BALANCE COVER, 3/8" OR 5/8"
11
1#8
X.750 PH. PN. SMS
BALANCE BOTTOM BRACKET
1085/108
SASH TOP GUIDE
#8 X1 PHILLIPS FLAT HEAD S. STL
r
1080-1
BALANCE COVER,11/16"
4053
SASH STOP COVER
4029-1 1
SASH BRACKET
19
#8-32 X 1/2" LG. PH. FH. TYPE F S. STL
21
4054C
FIXED MEETING RAIL
23
4006C
SASH TOP RAIL
25
1235
WSTP.,.170 X.270 BACK, FIN SEAL
26
1096
ISWEEP LATCH
27
1016
1#8 X.625 PH. FL. SMS
28
4007
ISASH BOTTOM RAIL (LOW SILL)
30
1226
IVVSTP., BULB VINYL
31
4008
ISASH SIDE RAIL
34
1268
ISASH FACE GUIDE
35
1622
ILAIA SETTING BLOCK 3/32" X25/64" X 1"
36
1052
ILANIGSETTING BLOCK 1"X3/4"X1/16"
37
1224
IVINYL GLAZ. BEAD BULB (THICK)
38
1225
IVINYL GLAZ. BEAD BULB (THIN)
41
4039B
GLAZING BEAD, 5/16 LAM GLASS.
42
4044B
GLAZING BEAD, 5116 LAM WIGRILL KIT
44
4222A
GLAZING BEAD, 7/16" LAMI
45
985C
GLAZING BEAD, 7/16" LAMI W/GRILL KIT
46
4067
GLAZING BEAD,13/16" LAMI I.G.
47
4071A
FRAME, I.F. HEAD
48
4072A
FRAME, I.F. LOW SILL
49
4073A
FRAME, I.F. HIGH SILL
50
4074B
FRAME, I.F. JAAB
52
4009
SILL LATCH (EGRESS) (LOW SILL)
53
1088
SPRING, SILL LATCH (EGRESS)
54
2740
1 SILL LATCH (EGRESS) (HIGH SILL)
55
1014
SCREEN FRAME (HOR.BVER.)
56
1630
SCREEN CORNER KEY W/RINGS
57
1631
SCREEN CORNER KEY W/OUT RINGS
58
1073
SCREEN SPRING
59
1624
SCREEN SPLINE-.135 DIA FOAM
B
FK
Gran B
F.b
612225
781PQA
612226
612244
612244
BALCVR916
7834AA
7BALTBKT
425014
78XIFPAX
BALCVR670
64053
64006
67S16G
71096
7858
612230
6TP249
612231
644703
64222
84071
64072
64073
62740
61014
TEM DWG.# I DESCRIPTION
60 1635 SCREEN SPLINE -.135 DIA HARD
61 SCREEN CLOTH
63 505 GLAZING CHANNEL (.688 X.500)
64 1161 #6 X 1.000 PH. BUGLE TEK
67 GLAZING TAPE, 1116 X 12 - 7/16 LAM
68 4051A SASH BOTTOM RAIL (HIGH SILL)
69 4050A FLANGE FRAME SILL (HIGH SILL)
70 ISILICONE, DOW 899,995 OR EQUIV.
80 A GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"A)
81 B. GLASS, 5/16" LANK, (1/8'A,.090 PVB,1/8"HS)
82 C. GLASS, 6/16" LAMI, (1/8"HS,.090 PVB,1/8"HS)
83 D. GLASS, 7/16" LANE, (1 /8"A.090 PVB,118"A)
84 E. GLASS, 7116" LAMA, (1IV A.090 PVB,1I8"HS)
85 F. GLASS, 7/16" LAMI, (1/8"HS,.090 PV8,118"1-iS)
86 G. GLASS,13/16" LAM IG;1/8"HS, AIR SPACE, 5116" LAM, (1/8"A.090 PVB,
87 H. GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5116" LAMS, (1/8"A.090 PVB,
88 I. GLASS,13/16" LAM IG; 1/8"HS, AIR SPACE, 5/16" LPM, (1/8"HS,.090 PVB
89 J. GLASS,13/16" LAMA IG;1 /8"HS, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB
90 K. GLASS,13/16" LAMI IG;1 /8"HS, AIR SPACE, 7116" LAMA, (3/16"A.090 PVE
91 L. GLASS,13/16" LAMI IG;1 /8"HS, AIR SPACE, 7116" LAM, (3/16"HS,.090 M
92 M GLASS,13116" LAM IG; 1/8 A AIR SPACE, 5/16" LAM, (1/8'A•090 PVB,1/
2.878
2.784
�o
3.955
062
47 FRAME, I.F. HEAD
® 94071A,6063-T6
® 48 FRAME, I.F. LOW SILL
#4072A,6063-T6
71 41
L.062 NOM
THICKNESS
61624K
FRAME, I.F. JAMB
FRAME, I.F. HIGH SILL 5U #407413, 6063-T6
IS#4073A, 6063-T6 (USED AS RADIUS TOP HEAD)
ti TECNNOLM DRIVE
NOKONS, FL S4275
��
PARTS LIST
nz<
ALUM. SINGLE HUNG WINDOW, IMPACT
P.O.soX15M
NOKOMf9, FL 34274
Mbly Better
zoo
I NTS
B d 11
w 4040 20
_
B
PGT#
61635K
61816
6533402
PRODUCCREVISED
m aompyieg wkh the Pirlds
Bukkg�coar>o
fl,a 2bU
JIM-
bft;pyw,4 Pfadda CT
U. ' ,e
Y7
La.park, P.E.
PE #39712
Structural
--2.784--{
1.363
3 — .062
O FLANGE FRAME HEAD
#4002A,6063-T6
�--2.784—�{
1
1
O 1.749 FLANGE FRAME SILL (LOW)
#4003C, 6063 T6
2.710 -1.513� 738
0.6J219 oao
.os2
}-1.451-�
SASH STOP SASH STOP COVER
O FLANGE FRAME JAMB O #4025, 6063-T5 17 #4053, 6063-T5
#4004, 6063 TS
(USED AS RADIUS TOP HEAD)
�-{ 1.342
.062 155
r---2.279----j
I��1 1.707
.062
2.326 �—�
T
1.979
.062
1 or 47
I.F. FRAME
SEALANT OR GASKET
AT HEAD AND SILL
SEALANT ALONG ENTIRE JOINT
I.F. FRAME AA
6 or 54
WELD
6 or 50"SCREW
ALONG
BOSS (2)
VIEW D-D VIEW E-E
(1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
31 SASH SIDE RAIL
#4008, 6063-T5
21 FIXED 5MEETING
-T6 RAIL
23 #4SASH
60P RAIL 28 SASH
#40BOTTOM RAIL(LOW)
050
.062
2.94E
3.446
OFLANGE FRAME SILL (HIGH) B8 SASH BOTTOM RAIL (HIGH)
69 #4050A,6063-T6 #4051 A, 6063-T5
NOKOM93. FL 34278
P.O. BOX 1@9
NOKOMIS, FL34274
L678
1.096 T
44 GLAZING BEAD 7/16"
#4222,6063-T5
i
.050 678
1.115T
45 GLAZING BEAD, 7/16"
#985C,6063-T5
(USED W/ GRILL KIT)
.oso 1
ML .678
1.096 1
a41 GLAZING BEAD, 5116"
#4039B,6063-TB
i
.050 678
1.096 ! - -
42 GLAZING BEAD, 5/16"
#4044B,6063-T5
(USED W/ GRILL KIT)
i—
•883 .050
—fa "1 1.097
46 GLAZING BEAD, 13/16" IG
#4067, 6063-T5
EXTRUSIONS & FRAME CORNER DET)
�.. — ALUM. SINGLE HUNG WINDOW, IMPAC
Visibly Beterr °i"`�°0� e.ua M.e uw -
slr7oo Half 7 d 11 4040-20
PRODUCT REWWD
„em.pbriaz wm Ae Fling
Caft
AetePraeae NO
Dm 'Al /
R1Fa de re-Aeee
D r.
3�
Robert L Clark. P.E.
PE#39712
sbuduraf
ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5.
WINDOW HEIGHT
SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000
ANCHOR TYPE:
V)o
�oNz
Zc+�
�
NZ
ZMONZ
ZMONZ
Zcri�N0
ZMONZ
Zam�NZ
OU�UOcq
ZcnONZ
Z
WINDOW GLASS
c'i
O'-ONO
O�OfVU
U
U
O�Oc1lU
U
U
O'UNO
V�VNO
?3
V�UNp
U�U
WIDTH TYPE
2�
U
U
3
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
H,I,J,K,L
1,21
1
1 1
1.21.1
1;22,21`222222.22222222:22:22;2222.22.22223223:3
19.125
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
A,B,M
1.2
1 1
1 1
1 2
1;1
1 212.2
1 2
2.212121212
2 212
2
2 2
2:2
2,2
2,2
2 2
2.2
2:2
2 2
2.3
2 2,3
3
C,D,E,F,G,L12
11111111H,I,J,K,L
11
1;21.21.2122212222:2222;222222;22;322222:32:22;3332233
24.0001111
1 1
1 2
1 2
1.21:22.2
1.22.2
2 2
2 2
2 2
2 2
22
2 2
2 32:2
2;2
2;3
2 22:3
33
22
33
C,D,E,F,G,
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
1:21;2222,3122.2231.2232322232;3222;.333223334323.3343344
32.000
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
i
A B,M
1 2
1 2
2:2
2 3
1;2
2 2
2<3
1 2
2: 3
2 3
2 2
2 3
2:3
2 2
2; 3
3.3
2 2
3. 3
3.4
3 2
3 3
3 4
3 3
4 4
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
1
2
H,I,J,K,L
2:21
2222:31.22323222.3232-223232323342.3333:43335334.437.000
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
1
2
2 32
2
2 3
2:32
3
2:3
3:4
2 3
3.3
3;4
3 3
t22
5
3 34
4PSF
2 2
1 2
2 22
31.2
2 3
2'3
2 2
23
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
240.000
H,I,J,K,L
221
222232.2232.322232323232.42333342334353353344
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
A B,M
1:2
2 2
2.3
2:2
2 3
2.3
2 2
2 3
2 3
2.3
2 3
2 4
2.3
3;3
3.4
2:3
3.4
3 5
3.313.414.5
3;3
4;4
2 2
PSF
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
44,000
H,I,J,K,L
2 2
2 2
2-2
2: 3
2 212
3
2 3
2 2
3' 3
2 4
2 3
3 3
3' 4
2 3
3 3
3 4
2 3
3. 4
3 5
3. 3
3 4
4 5
3: 4
4 1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
A B,M
2 2
2.2
2;2
2 3
2 2
2'3
2 3
2:2
3:3
2.4
2-3
3 3
3 4
2 3
3:3
3'4
2 3
3.4
3:5
3,3
3.4
4 5
3 4
4 5
PSF
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
3
2
2
3
2
2
48,000
H,I,J,K,L
2 2
22
2 2
2 3
2? 2
2; 3
3:4
2.3
3: 3
3.4
2.3
3.4
3 4
2.3
3 4
3.5
3, 3
3; 4
3 5
3.3
4; 5
4 6
3.4
5; 5
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
A B,M
2 2
2'.
2 2
2:3
2:2
2:3
314
2 3
3:3
3 4
2 3
3 4
3'4
2:3
3:4
3 5
3 .313.4
3:5
3 3
45
4 6
3.4
5:5
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
53.125
H,I,J,K,L
-2T
2 2
2 2
2 3
2: 2
2 3
3: 4
2. 3
3: 4
3. 4
2 3
3: 4
3 4
3 3
3: 4
3. 5
3; 3
4` 4
4 6
3: 4
4. 5
4 6
3 4
5.6
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
21.
2
3
2
3
A B,M
22
2,3
3!4
2 3
3;4
3 4
2 3
3.4
3;4
3.3
3;4
3 5
33
4 4
4;5
3.3
4;5
4 6
2 2
2 3
2 2
2 2
NOKOMI% FL 3W5
P.O. BOX 1649
NOKOMIS, FL 34274
1/1
Visibly Better I SH-M I NTS I 8 > 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 -114" ELCO TAPCONS
2 -1/4" ELCO SS4 CRETE-FLEX
® 3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
HEAD -18 1/2" MAX. FROM TOP CORNERS
JAMBS -17 1/2' 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.
LL
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 BOLD. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
MAX. PSF
(DP LIMITED) 118
moucritumD
a m{ eoln* wkk Ns FAIR
HEAD 2
JAMB ABOVE 2 3
� � � Cvdc ZO/J
MTG. RAIL
'
JAMB BELOWo-
>�>4
MTG. RAIL
'
(FULL DP)
HEAD 2
JAMB ABOVE 2.3
MTG. RAIL 1
JAMB BELOW
MTG. RAIL
WINDOWS
ALUM. SINGLE HUNG WINDOW, IMPACT Robert L. Clark, P.E.
.epNn wr. PE 839712
B sbucwal
4040-20
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
TABLE
SUBSTRATE, 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000
ANCHOR TYPE. cc9❑OU U U UU ❑ UU UU U U ❑NUU UU MO❑ U U U O
U
ZMOZZOZZMOZ Z1.,0❑ UU1❑N�cm
O�N�rO UOWINDOW GLASS O OO OONOO OO ONO 0oj O N
WIDTH TYPE U
U U
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
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 32 3.2 2 2 3 2
19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
A,B,M
111 1.1 1 1 2:2 2 1 2 2 2:2 2.1 212 2:2 2:2122 2 2 2:2 22 2.2 22 22 3 2 2 2 3.2 3 2 2;2 3 2
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
24.000 H,I,J,K,L 1 1 1 1 111 212 1 1 22 22 2 2 22 2 2 2,2 2 2 2.2 2.2 3 2 3 2 2.2 3 2 3 2 2 2 3 2 32 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 1-2 2 1.11212121
.1 2.2 2 2 2:2 2:2 2:2 2;2 21. 2 2 2 2°2 3 2 3 2 2:2 3;2 3 2 2:2 3 2 3 2 2.2 3 2
C,D,E,F,G, 1 i 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1
32.000 H,I,J,K,L 1�1 1 1 1 1 2.2 2 2 2:2 2 3 2 2122 3 3 22 3.3 3:3 3 2 3.3 33 2 2 3.3141313121413 .413131214 .3
ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1
11 1 1 1 1 i1 2. 2 2 2122123; 2 2 2 2 3: 3 2 2 3 3 3. 3 3 2 3 3 3. 3 2 2 3: 3 4 3 3 2 4 3 4: 3 3 214.3
PSF 59 67 79
C,D,E,F,G, 1 1 1 2 1 1 2 112 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
37.000 H,I,J,K,L j 1 1 1 j' 1 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
ABM 1 1 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2
1I1 1 1 1j1 2;2 2 2 2.2 2 3 2 2 2.3L323 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
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS
2 -1/4" ELCO SS4 CRETE-FLEX
® 3 -#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -18 112" MAX. FROM TOP CORNERS
JAMBS -17 1J2" MAX. FROM TOP CORNERS
16" 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.ABLE 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 BOLD. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FORTH
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
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 j' 1' 1 1 1 2 i 2 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 3
A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2
1�1 1 1 1 1 2 2 2: 2' 2.3 2 2 3 3 3'3 2.2 L3 4.3 3;3 4.3 3!3 3 3 4:3 4.4 3,3 4 3 4.4 3.3 5 3 TABLE KEY:
PSF 49 79 56, 79 79 MAX. PSF
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 (DP LIMITED) 117 PRADUCTREY{9P0
44.000 H,I,J,K,L 1 1 1 1 1 j 1 2 2 2 2 212 3 3 2 2 3 3 3. 4 2 3 3. 3 4 4 3 3 4. 3 4: 4 3 3 4 3 4 4 3 3 4:3 4° 4 3 3 5' 4 HEAD 3 *scmFW"v'm#wrdwft
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 e.wt� cat
A,B,M - _. _._ _. _ ... - JAMB ABOVE 3 j 3 �` nova
1 1 Ili
11 212222233223:3342:33.34.4 3.34. 4.43:3434.43:34;3443;3 54 MTG. RAIL
07
PSF 45 74 51 74 79 79
C,D,E,F,G, _2_ 2 2 _2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW,, yq
H 1 J K,L .. MTG. RAIL
48.000 11 1 1 1 7 2 2 2 2 2 2 3j3 2.2 33 3 4 3'3 33 4:4 3 3 4;4 4.4 33 4.4 4 4 4;3 5 4 4.4 4 3 54
ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 1.2 3 2 2 (FULL DP)
1 1 1 1 1i1 2 2 2:2 2 2 3 3 2;2 3.3 3 4 3:3 3 3 4 4 3 3 4.4 4 4 3°3 4:4 4:4 4 3 5 4 4 4 4 3 5 4 HEAD 2
PSF 41 67 46 67 76 79 JAMB ABOVE 2 : 2
C,D,E,F,G, 2 2 2 2 2 2 _3 2 2 3 2 _3 3 2 3 3 2 3 3 2 3 3 2 3 MTG. RAIL
53.125 H,I,J,K,L 1rl 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3: 3 4 4 3; 3 4 4 4: 4 3 3 4' 4 4.4 3 3 4' 4 5 5 4' 3 5.4 5.5 4 3 5 4 JAMB BELOW %
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
1 1 1T1 1 1 2 2 2 2 2 2 3 3 3. 3 3. 3 4. 4133 : 4 4 4: 4 3 3 4: 4 4. 4 3; 3 4. 4 5, 4 4? 3 5: 4 5. 4 4 3 5 4
MTG. RAIL
W79TECHNOLOGYDRIVE P T ANCHORAGE SPACING, STANDARD VIEW ze�.
ADD AP MAXWHFREAHCHORQTYISRES7RICTEDBYSIZE N01(OMIS,FL34276 wl POswc 34ALUM. SINGLE HUNG WINDOW, IMPACT RobertE.
"IC 1241D8 . NO CHANGE THIS SHEET a r.+m a a.�. �.t gars PE #39712
�� h6r arc�.d Darc NOKOM6, R31274 VttibFy Betts' SH70D NT3 9 all 4040-20 B Structural
FK 7/19/OS J.J. Z2JK17
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8.
SUBSTRATE:
17.125 1
22.668
28,211
33.754
39.296 1
4JQ9
50.362
55.925
ANCHOR TYPE:
o
QO
NONO
1
1
c�
Z�Zc?O
U
1
1
U
ONONO
U
1
1
❑
1
1
2
U
Z�zc'?0
U
1
2
U
ONON0
U
1
2
o
3
1
2
U
zrZ''?O
O
1
2
tJ
ONONO�ONONO
U
1
2
❑
1
2
c�
z
U
1
2
U
zr?O
U
1
2
1
2
U
z�z
U
1
2
O
ONONO
U
1
2
o
m O
3
1
3
v
z
U
1
2
U
rzc'?O
0C4
v
1
3
❑
1
3
U
zr
v
1
2
U
z�?O
ON
v
1
3
o
1
3
U
Z�Z
NO
U
1
3
U
O
v
1
3
WINDOW
WIDTH
19.125
GLASS
TYPE
D,E,F.J,
K,L
24.000
D,E,FA
K,L
1
1
1
1
1
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
1
3
1
3
1
4
32.000
D,E,FA
K.L
1
j
1
1
1
1
1
2
1
2
1
2
2
3
1
2
1
3
2
3
1
3
1
3
1
3
1
2
1
3
1
4
1
3
1
4
1
4
1
3
1
4
1
5
1
3
1
5
PSF
79
37.000
D,E,F,J,
K,L
1
1
1
1
1
1
2
2
1
2
2
2
3
IT-2
2
3
2
3
1
3
2
4
2
3
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2
5
2
5
1
4
2
5
2
PSF
1 79
79
79
79
40.000
D.E.FA
2
1
2
j
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
5
2
4
J22
5
2
5
4
2K,L
6
1
2
2
PSF
79
76
79
77
79
79
79
44.000
D,E,F,Jf
K,L
2
2
1
2
1
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
4
__2
4
2
4
2
3
2
5
2
4
2
3
2
5
2
5
2
4
2
5
2
5
2
1 4
2
1 6
PSF
78
79
70
79
79
1 71
1 791
73
76
48.000
D,E,F.J.
K.L
2
2
2
2
2
2
2
2
3
2
3
3
4
2
4
2
4
2
5
2
4
2
5
3
5
2
4
2
6
3
5
2
4
2
6
3
6
2
5
2
6
1
2
2
2
3"
PSF
71
79
63
71
79
84
74
66
77
691
69
53A25
D,E,F,J,
K,L
2
-�
2
2
1
2
2
2
2
2
2
3
3
2
3
2
3
3
4
2
4
3
4
3
5
2
4
3
5
3
6
2
5
3
6
3
6
2
5
3
7
3
6
2
5
3
7
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE B.
SASH HEIGHT
SUBSTRATE:
12.776
15.776
18.776
21.776
24.776
27.776
30.776
31.106
ANCHOR TYPE.
❑
c7ON
a
U
ZrZc?ONZ�Z
O
QNEJ
❑
O
O
❑
t'?ONZ�Zcq
N
0
O
0
ON
❑
o
O
o
—Z
ON
❑
c'?ONZ?Z
❑
O
o
ON
❑
MONZ�zenONZ
0
O
0
CN
0
❑
n
O�ON
0
o
Z[7ONZ�Z
0
❑
o
0
0
0
0
WINDOW
rj
V
IJ
$
0
0
0
0
0
0
0
0
0
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
32.000
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 2
2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
74
�'�0
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
78
44.000
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
63
72
79
48.000
2
2 2
2
2
2
3
2 3
4 1 3 1 3
4 1 3 1 4
4 3 4
5 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 5
5 3 5
0 TECHNOLOGY DRIVE
NOKONS, FL 34M
P.O. BOX 1649
NMNS, Fl. 34274
ANCHORAGE
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 FOLLOWING
DIMENSIONS:
HEAD -18 112" MAX. FROM CORNERS
JAMBS - 171/2'MAX. FROM TOP CORNERS
11 1/2" MAX. ABOVE THE MEETING RAIL
W MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. 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.
4, AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
® WINDOWS ARE 12 5/8" MIN. TO 38' MAX.
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 7. KEY:
MAX. PSF
(DP LIMITED) 112
HEAD 2
JAMB ABOVE 2
MTG. RAIL
FULL DP11
HEAD 2
JAMB ABOVE 4
MTG. RAIL
® TABLE 8. KEY:
MAX PSF
(DP LIMITED) 112
JAMS BELOW 2
MTG. RAIL
FULL DP
JAMB BELOW 2
MTG. RAIL
VIEW
-mr— ALUM. SINGLE HUNG WINDOW, IMPACT
Bever o. Sh7 N e Qwnone I
.�%� /�I f V 10 d/ ` 1 Y{/y4/'20 8
PR013UCrR9V1=
a ccmplyft with dw /MAY
Balding Code
Aeceptaom No • o%
E r� 2D11
t1i��� .�a& groaaa
Ro rt L Clack, P.E.
PE M712
strudwal
3.35 KSI MIN. CONCRETE
'o
OPTIONAL1x
WOOD BUCK �==
(SEE NOTE 4)
�EXTERIOR INTERIOR
L HEAD AND SILL DETAIL)
CONCRETEANCHOR
-(SEE NOTE 1 & 3) ® 2x WOOD BUCK'
®(SEE NOTE 4)
1318*MIN.,1/4"TAPCON®
•1.3/4" MIN.. 1/4"CRETE-FLEX
1/4"
MAX.
SHIM
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
1 1/4'
1/4' MAX. SHaf
MIN. •.
.••'
ItWM6
1/4" MAX. S
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 1 & 3) en
3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
1x BUCK OPTIONAL WITH SOLID CONCRETE
SUBSTRATE (SEE NOTE 4)®
® NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 114, ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 3/4'.
WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR
(SEE NOTE 2 & 3)® 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 1x ARE BUCKS WHOSE
_r TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
3/8" INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
1
31 ® 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
1/4" 6063-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 SIMILARTO THAT
MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET
SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM IF THESE CRITERIA ARE
i OlD•
SUCK
(SEE NOTE 4)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
MAX.
SHIM
I R)! I � Mul
f —WOOD FRAME
131' DIA. MIN.
x 21/2' NAIL, f
AT CORNERS
AND 5" O.C.
1/4'
MAX.
SHIM
DETAIL F, (HEAD)
.131' DIA MIN.
x 2112' NAIL,
AT CORNERS
AND 5" O.C.
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
6. 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,I
EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005).
WOOD ANCHOR,
FH BELOW MEETING®
RAIL. (SEE NOTE 2 & 3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
15
FRAME
131' DIA. MIN.
x 21/2" NAIL,
AT CORNERS
AND 5' O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
114"
MAX.
SHIM
lift l"Illl I II
DETAIL G, (SILL)
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PE #39712
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