HomeMy WebLinkAboutEVALUATION REPORTL. Roberto Lomas P.E.
233 W. Main St
Danville. VA 24541 SCANNED
434-688-0609 13Y
r1lomas i<Irlomaspe.cwm St. Lucie County
Manufacturer: Eastern Architectural Systems
16341 Domestic Ave.
FT Myers. FL 33912
Engineering Evaluation Report
Product Line: Series 176 PW Fixed Window 72" x 63" Impact HVHZ
Report No.: 513043B
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02294 Revision B, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.: ESP011976P-1 & 3 signed and sealed by Ramesh C. Patel P.E.
Element Materials Technology, Wausau, WI
AAMA/VVDMA/CSA 101/I.S.2/A440-05/08/11
Design pressure: ±125.Opsf
Water penetration resistance 15.0psf
ASTM E1886-05 and ASTM E1996-09
ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4
ASTM E1886I E1996 Cyclic Load Test, ±80.Opsf design pressure
3. Report No: ESP011976PA D & 3D signed and sealed by Ramesh C. Patel P.E.
Element Materials Technology, Wausau, WI
TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4
TAS 202-94 Uniform Static Air Pressure, ±125.Opsf design pressure, water penetration resistance: ±15.Opsf
TAS 203-94 Cyclic Pressure loading ±80.Opsf design pressure.
4. Anchor calculations, report number 513043-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: ±80.Opsf
Maximum unit size: 72" x 63"
• Units must be glazed per ASTM El300-04, see installation instructions for glass details.
This product is rated to be used in the HVHZ.
This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame material to be rigid PVC.
Installation: Units must be installed in accordance with approval document, 08-02294 Revision B.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
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ST, LUCIE coU,-"rY BUILDLh!C nr,rLS
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FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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Luis R. Lomas, P.E.
FL No.: 62514
04/11/2017
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS I-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BLYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE -
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING F114 INTO WOOD FRAMING OR 2X BUCK USE w8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
REMOVED FLUSH INSTAUATMN 07/23/14 R.L.
REVISED INSTALLATION DETAILS 06/23/15 R.L.
15. FOR ANCHORING FRAME INTO WOOD FRAMING OR 2X BUCK USE j14 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16, FOR ANCHORING FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
17. FOR ANCHORING FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
18, ALL FASTENERS TO BE CORROSION RESISTANT.
19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
20, GEOMETRIC SHAPES ARE ALSO APPROVED, APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
TABLE OF CONTENTS
SHEET NO. 1 DESCRIPTION
NOTES
ELEVATIONS AND GLAZING DETAIL
3 - 5 1 INSTALLATION
SERIES 176 PW FIXED WINDOW IMPACT HVHZ
72" x 63"
NOTES
NTS
08-02294
SIGNED: 04/11/2017
73 1/4" MAX TIP TO TIP WIDTH
72" MAX O.A. WIDTH —
6" MAX 9 1/2"
MAX O.C.
6 MAX
64 I/4"
MAP 91/2„ /
TO MAX O.C. /
TIP
63"
MAX
O.A.
HEIGHT
1
6" MAX
SERIES 176 PW FIXED WINDOW
FRAME INSTALLATION EXTERIOR VIEW
I"
1/8" HS
3/16" HS .090 SENTRYGIAS BY DUPONT
Illjlll 1/8" HS
EXTERIOR INTERIOR
^.LA21NC QUANEX DURASEAL
BEAD SPACER SYSTEM
SIKAFLEX
1/2 !
/2" BITE ji 552
SETTING BLOCK GLAZING DETAIL
6" MAX
2" MAX
12" MAX
O.C.
63"
MAX
CA
FRAME
HEIGHT
DESIGNPRESSURERATING
IMPACT RATING
t60.OPSF
LARGE
MISSILEIMPACT
MISSILE LEVEL D, WINDZONE 4 AND HVHZ
PEN90H5
6EV mscxwnoN an: ismavm
A REMOVED FLUSH IN6TALIAPON 0]/23/14 R.L.
i -REVISED INSTAIJAPON DETNLS O6/2]/15 R.L.
— 72" MAX CA FRAME WIDTH
12" MAX —I 2" MAX
D.C.
SERIES 176 PW FIXED WINDOW
FIN INSTALLATION EXTERIOR VIEW
SERIES 176 PW FIXED WINDOW IMPACT HVHZ
72" x 63"
ELEVATIONS AND GLAZING DETAIL
muwx: w.c xo. 6EV
J.L. 08-02294 B
mu£ NTS Imm 02/23/14 s-2 OF 5
SIGNED: 04/11/2017
•i
5/8" MIN.
EDGE DISTANCE
WOOD FRAMING METRE
OR 2% BUCK 7 7/16" MIN. STRUCTURE
BY OTHERS BY OTHERS
EMBEDMENT
APPROVED :41[n 1/4" MAX. J
SEALANT SHIM SPACE APPROVED
BEHIND FLANGE SEALANT
BEHIND FLANGE
#14 WOOD
SCREW
INTERIOR EXTERIOR
EXTERIOR
#14 WOOD
SCREW
APPROVED
SEALANT
BEHIND FLANGE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
5/8" MIN. _
EDGEDISTANCE
SECTi'v_M1I
WOOD FRAMING OR 2X BUCK INS7ALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
APPROVED -
SEALANT
BEHIND FLANGE
1/4" MAX
SHIM SPACE METAL -
STRUCTURE
BY OTHERS
MIN
RENT
RfK9
1" MIN. -
Rfl
MCRIPIION
DATE WPRw
EDGE DISTANCE
A REMOVED RUSH INSTAUAPON
07/23/14 R.L.
B REVISM INST&L1APON DETAILS
06/23/15 R.L.
METAL
STRUCTURE
1/4" MAX.
SHIM SPACE
1/4" MAX.
BY OTHERS
SHIM SPACE
#14 SMS OR
SELF DRILLING
Q
SCREWS
0
14 SMS OR
"�
INTERIOR
SELF DRILLING
0
SCREW
I
1" MIN.
EDGE DISTANCE
L.1L1
APPROVED
EXTERIOR
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
INTERIOR
1 7/16" MIN.
EMBEDMENT
_ 1/4" MAX.
SHIM SPACE
I`
5MIN.
EDGEE DISTANCE
Q
f
°
INTERIOR
#SELF 14 SMS OR
SCREW DRILLING #74 WOOD UL��
SCREW
1/4" MAX. WOOD FRAMING SHIM
iM SPACE OR 2X BUCK
BY OTHERS
0 t APPROVED EXTERIOR
SEALANT JAMB INSTALLATION DETAIL
BEHIND FLANGE WOOD FRAMING OR2X BUCK INSTALLATION
1" MIN.
EDGE DISTANCE SIGNED: 04/17/2017
I+
I � P FI6'AL CROSS utrt (ON . � iffaxB
_
__ �A �t�a•�,vs^mw—� `�.yXGEMSFgiP:
SERIES 176 PW"FIXED WINDOWy IMPACT HVHZ Z: ox-6j61 *'
FLANGE INSTALLATION DETAILS �20 •. BTAT OF W�
ow.rm: owc xo. 6EV R10?'
J.L. WIC 08-�022 49 e �i�/s/pNA11E��p•
NTS 02/23/14 3 OF 5 __ _
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3-7 SHEET 1
APPROVED
SEALANT
BEHIND FLANGE
EXTERIOR
APPROVED
SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK
NOTES 3-7 SHEET 1
CONCRETE/MASONRY
ERS
2 1/2• MIN.
EDGE DISTANCE
• n 1 1/4- MIN.
<• EMBEDMENT
a •:
r
1�1/4" MA%.
SHIM SPACE
INTERIOR
3/I6" TAPCON
3/16" TAPCON
1/4" MAX.
SHIM SPACE
BY OTH
\�. �• w I 1i4 MIN
• _ � . o u n. J5
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRET&MASONRY INSTALLATION
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK •°
SEE NOTES 3-7 SHEET 1
3/16" TAPCON —�
�a
�.a
2 1/2"
MIN.
EDGE
DISTANCE
REY Om
RW IXSCRWR011 aic A%AR'ID
A REMOVED FLUSH INSTALLATION 07/23/14 R.L.
B REMSEB INSTALLATION DETAILS 06/23/15 1 R.L.
1 1/4" MIN
EMBEDMENT
/4- MAX.
SHIM SPACE
INTERIOR
�- APPROVED EXTERIOR
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRET&MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SP �° S
SERIES 176 PIN FIXED WINDOW IMPACT HVHZ
72" x 63"
FLANGE INSTALLATION DETAILS
Iorwwn: MGNO.
J_L. 08-02294
'� NTS.__°"F 02/23 14 - 'T 4. OF 5 _
SIGNED: 0411112017
APPROVED
SEALANT
BEHIND FIN
#8 WOOD
SCREW
7/16• MIN 7
EDGE DISTANCE
EXTERIOR
7/I6"
EDGE DIS
#8
5
4✓PROVLD —�
LillIVAL (ifiV.SJ .+C li 1=1V
! V000 �RA+FlN' OR 2X RNCC INRTAI I ATION
1 1/4" MIN.
EMBEDMENT
WOOD
FRAMING
BY OTHERS
1/4" MAX.
r SHIM SPACE
INTERIOR
WOOD FRAMING
BY OTHERS
1 1/4-
MIN.
EMBEDMENT
flfY1LON5
REV C6LPoPTON W1F MPflLItO
A REMDVED FLUSH INSTALLATION 07/23/14 FI.L
B REVISED INSTALLATION DETAILS
O6/23/16 R.L
—I 1/4" MAX
SHIM SPACE
INTERIOR
HB WOOD �/
SCREW J// u
APPROVED
SEALANT — EXTERIOA
BEHIND FIN 7/I6" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BHCX INSTALLATION
1/4" MAX
NOTES:
SHIM SPACE
I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFOR CLARITY.
2. PERIMETER AND JOINT SEALANT SYOTHERS TO BE
DESIGNED INACCORDANCE WITH ASTM E2112
WOOD
_
SIGNED: 04/11/2017
cpnuinlr.
pY nTr+vP�
_ __
er•r n»so ^ ,•� � �
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176 ?'!I Fi WINOO:lYIMPACT ❑VH'_
�JD„I ••'/+_
�SERIFS
2"
FIN INSTALLATION DETAILS
'pp, TAT OF
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NTS °"Ic 02 23 14 mTxT 540E 5
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_
Kitchen Renovation/Window Replacement
Kitchen Renovation/Window Replacement
. New Vinyl
• Paint Kitchen
•
Install Recess Lighting
• Kitchen
O
(see Kitchen Drawing)
' Window
W
(see Window Drawing)
mi
411111111111
LL
Window
Work To Conform To FBC, 2017 6th Edition
Cooke Construction, Inc. Scope of Work Job: Hodges
CRenovation Division Kitchen Renovation/Window Replacement
CGC1520585 Owner: Hodges Date: March 28, 2019
1276 NE Business Park Place Phone: (772) 530-0659 Address: 4115 S. Indian River Drive Drawn By: Nathan Cooke
Jensen Beach, FL 34957 Fax: (772) 334-9911 Fort Pierce, FL 34982 Sheet #: 1 of 3
New Kitchen Layout
Kitchen (same Footprint)
• Replace Existing Ceiling Light w/ Recess LED Lights
• Replace Existing Light @ Above Sink w/ Recess LED Light
• ADD Recess LED Light @ Wine Display
• ADD Under Cabinet GFI Outlets per Code
• Install New Cabinets & Counter Tops
Y®•3
• Plumb Kitchen Sink & Faucet
(Same Location)
• Repair any Drywall Damage
W
• Paint Walls & Trim
J
Work To Conform To FBC, 2017 6th Edition
Cooke Construction, Inc. Scope of Work Job: Hodges
CRenovation Division New Kitchen Layout
CGC1520585 Owner: Hodges Date: March 28, 2019
1276 NE Business Park Place Phone: (772) 530-0659 Address: 4115 S. Indian River Drive Drawn By: Nathan Cooke
Jensen Beach, FL 34957 Fax: (772) 334-9911 Fort Pierce, FL 34982 Sheet #: 2 of 3
Window Replacement
Window Replacement (same Footprint)
* Replace Window @ Kitchen Sink
(Some Location)
A
* New Impact window same size as
O�
existing, 53" X 37"
* FL14608.6
/
V
* Repair any Wall or Drywall Damage
LU
* Paint Walls & Trim
Location of window replacement:
Kitchen window
,iln.back of home
W!
Work To Conform To FBC, 2017 6th Edition
Cooke Construction, Inc.
Scope of Work
Job:
Hodges
GRenovation Division
Window Replacement
CGC1520585
Owner: Hodges
Date:
March 28, 2019
1276 NE Business Park Place Phone: (772) 530-0659
Address: 4115 S. Indian River Drive
Drawn By:
Nathan Cooke
Jensen Beach, FL 34957 Fax: (772) 334-9911
Fort Pierce, FL 34982
Sheet #:
3 of 3