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• FL# FL5167-R26 FEB 16 2018
Application Type Revision
Code Version 2017 ST. Lucie County, Permitting
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Simonton Windows
Address/Phone/Email 3948 Townsfair Way
FILE COPY
Columbus,OH 43219
(614)532-3596
luanne.harris@simonton.com
Authorized Signature Luanne Harris
luanne.harris@simonton.com
Technical Representative Luanne Harris
Address/Phone/Email 3948 Townsfair Way
Suite 200
Columbus,OH 43219
(614)532-3596
luanne.harris@simonton.com
Quality Assurance Representative AAMA
Address/Phone/Email 1827 Walden Office Square
Suite 550
Schaumburg,IL 60173
(847)303-5664
webmaster@aamanet.org
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/1.5.2 A440 2005
AAMA/WDMA/CSA 101/I.S.2 A440 2008
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL5167 R26 Eouiv EvalReoort.odf
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TG REMSONS-1 REVISED B DATE
Rt •�� EBF•.:P,y�i" 11/7/2017
�"J J• fA• LUCAS A.TURNER,P.E. 7 T.D.D. 12/23/O9
Luras No 56201 P: S PE /TURNER.
N.
MODEL DESIGNATION: Simonton Double Hung Series 07-09 07-10 07-20 Vinyl Window Turner ?*: a .*E TURNER ENGINEERING& ° T.D.O. 11/27/11
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 2017-11-08 :ve ¢� CONSULTING,INC. g UPDATED 92E CHART PER NEW TESTING. T.D.D. 03/04/13
18:40+19:00 %p BTATE OF :W� (COA/ 29779) _
DESIGN PRESSURE RATING: See Size Chart y�Fs..oR: /' NORTH9PORT,JABARFL 34268 11 AODM NOTES 11MIN 4 115-AAMA 900 TE °uw 06/31/17
10
USABLE CONFIGURATIONS: X /rrS�ONA>:EN�� PH. 941-380-1574
X MIN.EDGE DIST.
SEE TABLE i INSTALLATION FASTENER
SEE TABLE 1
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness
through which the anchor screw penetrates is a minimum of 0.142". SUBSTRATE
BY OTHERS
MIN.EMBED.
SEE TABLE 1
SIUCONE CAULK
(INT.PERIMETER)
SIUCONE CAULK SEE NOTES 14 h 15
(EXT.PERIMETER)
SIZE CHART SEE NOTES 14 R 15 T4A MAX.SHIM
IM
MIN.EMBED.
Q \ OVERALL SIZE SEE TABLE 1
CIRCLED DP RATING
WIDTH HEIGHT ANCHOR HEAD SILICONE CAULK
(INT.PERIMETER)
"W" "H" LOCATIONS SEE NOTES 14 k 15
REQUIRED? SUBSTRATE
p 48" 80" NO By OTHERS
125 PSF 1/4"MAX.SHIM
CIRCLED ANCHOR LOCATIONS 56" B4" NO AT ANCHORS
REWIRED FOR SOME S12E5, 36" 63" NO 1/4'MAX.SHIM
SEE SIZE OHART M 44" 64" NO (BY OTHERS) INSTALLATION FASTENERS
n 150 PSF SEE TABLE 1
4 71" YES 53" 76" YES SILICONE CAULK SILICONE
NOTES 14&15 �—
md _ —__ ——— -�'�– SEE NOTES 14 g 15
z JT 37" 84 YES 160 PSF
1 MIN.EDGE DIST. SILICONE CAULK
0 37" 76" YES 165 PSF SEE TABLE 1 (EXT.PERIMETER)
SUBSTRATE SEE NOTES 14 9:15
BY OTHERS
SILL JAMB
x
NOTES:
1.This installation has been evaluated for use In locations adherklg to the Florida Building Code outalde the HVHZ,and whale pressure requirements as determMd by ASCE 7 MYtlmum Design Loads for Buildings
Znd Other Structures do not exceed the design pressure nCngs herein.
2. interior and extedor perknetr surfisa s of the window must be cau9aed.
in 3.Ander type,size,spacing,embedment,and edge distance&hall be as specified in these drawings.Use appropriate anchorage from Table 1 according to substrate type.A minimum center-ft c tr sparing of 3'
shall be maintained between al masonry fasteners in any direction,and 1'rnWmum canter-to-center spacing for a1 otherfastansrahWstrahre,
4.Anchor embedment to substrate shall be beyond wag dressing r stucco.For masonry openklgs with woad bucks loss gen 1-t2'thick.embedment shot be beyond wood bucks,g used.and into masomy
ubslwd or m Woad bucks with masonry are buck
fastoptional.
5.Wood r masonry openings,buds,and Wck fasbnen,by others,eheA be properly designed and installed lo trsrser wind beds lo lie structure.
6.TheresporohLtity for selection of Simonton products to meet any applicable kcal laws,Wilding codes,ordinances,or other safety requirements read salary with the enchgect.building owner,cr .contractor.
7.Shirts are required where gaps of greater then 1 H6'exist between opening and frame.Max.shim stack a 1M'.Share shag be lead-berkg and capable or transferring loads lo tie substrate.
a m 8.When used In arses mqunng impact protection,this product REWIRES tie use of approved Impact resistant shiners or other external protection.
9.Sealing and gaehng by other should be applied using the ASTM E 2112 megodokgy appropriate for the opening into which the product is being installed.Overall water penetration resistance of the inslalcl
"yY MAX OVERALL FRAME WIDTH product le d n not addressed Oft drawing and a the rasporsibliy of others.
10.Glazing shag comply with ASTM E 1300.
11.AN fastenee penetrating Into pressure treated wood shag be capable of preventing combaion due to reaction with p esat re treatment chemicals.Any dissimilar materials that come into contact shell be protected
to reven
pt ren actions accordance with code requirements.
12.A wind bad duration factor Cd=1.6 was used forthe analysis of wood screws only.
13.Products shag be constructed as spacfied n ATI test report.A9235.01-50147,C3513.01-109-47,C5631.01-109-47,C7745.01-109-47,09037.01-501-47,D0294.01-501-47 and D0296.01-50147.
14,Use 100%Pure saloons caulk compliant with AAMA 608 Section 5-Sealant Specifications ations far use with Architectural Fenestration Products.Make ssurfaces are completely fife from all cid caulk,damaged
wood,wood"ben,grease,ON dM,rust,nlob or similar contamnand.Vacuum and dean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be
TABLE 1: INSTALLATION FASTENERS TABLE done the same day of which the siloone caulk Is to applied.Far more details visit Slmonton.com.
ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE 15.Cauk recommended commended at ca end surfstemperatures at the I"of applcatlon are to be between 40 and 90 degrees F.insure a9 contact surfacesan en clew and dry kxgudi g the new wndow(a).Uses
DISTANCE backer rod on all joints>3I4'deep and/or wider than 1W.Finished rauk Joint should be a mnknum of 348'deep and maks fug contact with both the new window and structural opening surfaces.S6mrhe caulk
A CONCRETE 2 KSI MIN. 3,16"ITW TAPCON 1-1/2- 1-1/8- should be forced Into joint or compressed to assurs full costed on both surfaces and to expel any elk pockets.
B H LOW
U–ILL MU 3/16'r1W TAPCON 1" 2" N
117 PCF MIN.
2X MIN. SOUTHERN PINE WOOD 01crrOraiR cTA ucNTSIMONTON" B
IN 066 11
C 3/16"-TAPCON 1-3/8" 7/8' The dowmmt a the property of Sknmlm windows,whichfRFACE
FINISH: Dimensional Tol.ances rte/
(G=0.55 w i N D o w s
retains all proprietary and other right.!o He subject..it.. Untess Otherwee$Pacified G.L.S. 03/22/06
2X MIN. SOUTHERN PINE WOOD ropy
p X10 WOOD SCREW 1-3/8' 7/8" The doeumsnt a proNOed to the recipient on Na expressed 1 Cochrme Avenue
G�0.55 pf BY:
16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS d,ion that It a not to G dlatlossd,reproduced n whole Peansbom,WV 26415
E FULL THREAD 1/2' part,
nor used In cmynctlm with the design,mmufmture oDecimals Angles
T 33KSI YIELD MIN. SELF–DRILLING SCREW repair of goods for myons other than Sknonton Windows SCALE: R D BY:DATE:
1 8 ALUM. 6063–T5 MIN. OR 10 GRADE SSELF–TAPPING without It.consent. ThI/reetrklbn dws not iknit the RT 1 of 1
F 1 B'STEEL 36 KSI MIN. DRILLING SCREW FULL THREAD 1/2' recipient's rights to utilize Information contained n thisA: XX i: .01 0• 30 min.document which 1.property obtained from another source. fINISH .XXX f .cos 07-09/07-10/07-20 DOUBLE HUNG
cant:
FlLE:IN0056 IX BUCK INSTALLATION