HomeMy WebLinkAboutSET UP-INSTALLATIONREVS INS:
MODEL DESIGNATION: Simonton Double Hung Series 07-09 / 07-10 / 07-20 Vlny1 Impact WlndaW
AJAS Prlorcely lGhw
11/}/2017
a
uDPAIED SZES PER NEw MONO.
MAXIMUM OVERALL NOMINAL 1 • See Size Chart
(Rp'• `.IOE Ngt,•.1y
WCAS A. TURNER, P.E.
7
UDPATW FOR NN.LPIE WBSWATE TYPES
DESIGN PRESSURE RATING -No
RATING- See Size Chart
Lucas
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58201
FL PE # 58201
TURNER ENGINEERING &
8
DXre
ADDED BSM DPW
Turner
Turner
•_ *' * ' *
CONSULTING, INC.
9
ADDED MT REPWT NUMBER TO NME IS
USABLE CONFIGURATIONS,
WE
(COA # 29779)
2017-1"3
�9 i STATE DF 10C
1239 JABARA AVE.
1D
REMOVED PRE-DROrID HOLE&
are wall
GENERAL DESCRIPTION: thrau
13:23+20:00
10,�Sp� ppj0P 6\?
NORTH FORT, FL 34288
aextruded
ee is a mThe
h whloh the anchor screw ththickness
9 P .
PH. 941-380-1574
MIN. EMBED.,
SUBSTRATE
SEE TEL 1,
MIN. EDGE DIST.,
INSTALLATION
�N
BY OTHERS
SHT 2
SEE TEL 1, BHT 2
FASTENER.
SEE TABLE 1,
m
�� iy
INSTALLATION
NS FA
SILICONE CAULK
SHEET 2
FASTENER
1/4' MAX. SHIM
SEE TABLE 1,
SUBSTRATE
SHEET 2
INTERIOR
BY OTHERS
�IS/4-OMAX.
SILICONE CAULK
ILICE CAULK
SHIM
INTERIOR
I
SILICONE CAULK
SIZE CHART
OVERALL
VdDTH
N"
SIZE
HEIGHT
"H"
DP RATING
53"
76'
t50 PSF
53"
76"
±55 PSF
37"
84"
*BO PSF
37"
76"
"5 PSF
HEAD
INTERIOR
1/4" MAX. SHIM
SILICONE CAULK SN( ONE CAULK
SUBSTRATE
BY OTHERS
2 SILL
1
SCANNED
BY
St. Lucie County
3 JAMB
DAIS;
500" GLAZING COMPOUND
GLASS BITE
(pECORA BBB -HIS)
1/8' ANNEALED
] n
SOWTA) ( iMAN/
Ul
1/8• ANNEALED
—� AIR SPACE
1/8' ANNEALED
— SPACER
1" INSULATED ANNEALED IMPACT GLASS
WTH 0,105' PVR INTERILAYER
Dlmenmonul Toermcae
D
� "•••• "••
D
1 Coehruie Avenue
PmvsWm, W V 26d15
DacMPle Mglea SCNE: HEEL
Al.OS AT Io
xX L AI 0' W min.
.XXX 1 .005 1 07-M / 07-10 / 0
NOTES:
1. This Installation has been evaluated for use in locations adhering to the Texas K Florida Building Codes and where pressure requirements
as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for
use outside the H.V.H2.
2. All Interior and exterior perimeter surfaces of the window must be caulked.
3. Anchor type, size, spacing, and embedment shall be as specified in these drawings.
4. Anchor embedment to substrate shall be beyond wall dressing or stucco. For concmIm1CMU openings embedment shall be beyond wood
bucks, if used, and Into substrate. Installations to solid concrete or grout-fllled CMU may Include but do not require 1x wood bucks between
product and substrate. Installations to hollow CMU require the use of ix bucks between product and substrate.
S. Wood or masonry openings, bucks, and buck fasteners, by others, shall be property designed and Installed to bansferwind loads to the
structure. Substrates shall meet the minimum strength requirements as shown In Table 1, this sheet. Concrete or masonry substrates
shall not be cracked.
6. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety
requirements rests solely with the architect, building owner, or contractor.
7. Shims ere required where gaps of greater than 1116" exist between opening and frame. Max. shim stack is 1/4". Shims shall be
--d-bearing and capable of transferring loads to the substrate. an used In areas requiring Impact protection, this product DOES NOT REQUIRE the use of approved Impact resistant shutters or other
small protection.
9. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the door Is
being Installed. Overall water penetration resistance of the Installed product Is the responsibility of others.
10. Glazing shall comply with ASTM E 1300
11. For Installation to metal substrates, anchors shall be long enough to be fully threaded through the metal thickness with an eddiflonel 3/16"
min. of threads beyond.
12. A minimum canter -to nter spacing of 1-114" shall be maintained between all Elm Ultmcons In any direction.
13. All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment
chemicals. Any dissimilar materials that came Into contact shell be protected to prevent reactions In accordance with code rMulremants.
14. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only.
15. Windows shall be constructed as specified In test reports A8088.0150147HQ A9235.01.501474. A9261.01-50147-r1.
C7745.01-109474, D0296.0150147-rQ DD962.01-50147-rO, D0963.0150147HQ 00964.0150147H0, D8119,01-10947-rO,
D0295.0150147N, D8118.01-10947f0, D8120.01-10947 and D0905.0150147-rO by Architectural Testing, Inc and T259-10 by
Farebaugh Engineering 8 Testing Inc.
16. Use 100% pure silicone caulk compllant with AAMA 808 Section 5 -Sealant Specifications for use with Architectural Fenestration
Products. Make aura surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar
contaminants. Vacuum and clean opening surfaces completely. Afully primed surface Is recommended, but not required. Cleaning of all
surfaces should be done the same day of which the slllcone Caulk is to applied. For more details visit Slmontcn.cam.
17.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all
contact surfaces are clean and dry Including the new windcw(s). Use a backer rod on all joints>3/4" deep end/or wider than 1/4".
Finished caulk Joint should be a minimum of 318" deep and make full contact with bath the new window and structural opening surfaces.
Silicone caulk should be forced Into Joint or compressed to assure full Contact on both surfaces and to expel any air pockets.
'13LE 1: INSTALLATION FASTENERS TABLE
SUBSTRATE TYPE I ANCHOR TYPE I MIN. EMB ❑ I MIN. EDGE DIST.
CONCRETE 2.85 KSI MIN.
3/16" ELCO ULTRACON
1"
i"
rf
HOLLOW OR GROUT -FILLED CM
3/16" ELCO ULTRACON
1-1/4"
2 1/2'
ASTM C90
C
2X MIN. SOUTHERN PINE WOOD
3/16" ELCO ULTRACON
1-3/8"
3/4'
G=0.55
D
2X MIN. SOUTHERN PINE WOOD
#10 WOOD SCREW
1-3/8"
3/4"
G=0.55
16 GAUGE 0.050 MIN, STEEL
-
SEE NOTE 11
1/2-
STUD 33KSI YIELD MIN.
SELF -DRILLING SCREW
F
1 ALUM. 6063-T5 MIN. OR
10 GRADE 5 SELF -TAPPING
SEE NOTE 11
1/2'
1 8" STEEL 36 KSI MIN.
ORILUNG SCREW8
a
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'•..... N"' TGq� 11/3/2017
O� SP':,WL.�� LUCpS A TURNER, P.E.
No 58201 'N� : FL BE N 58207
ENGINEERING &
CONSULTING, INC.
STATE OF .14rt (COA # 29779)
"' 1239 JABARA AVE.
�.<ORIOPo 4 NPHTH94�R380L 15748
Y'
REMSONS:
6
ODPATED SM PER NEW TESnga
7
MDPARD FOR MULnPa SUMIRNT
a
ADDED SSXIs SIZE DPWTURNER
D
ADDED ZEST REPORT NUMBER TO I
1D
_ -
COMPOUND
(PECORA 8012IS)
1/8' ANNEALED
0.105 PW (EASTMAN/SOLUNA)
*GLASSUSITEGILAZI40'
1/8' ANNEALED
AIR SPACE
1/8TEMPERED
1" INSULATED TEMPERED/ANNEALED
IMPACT GLASS
PVB INTERLAYER
WITH 0,105"
37" X 76" AND 53' X
76" DOUBLE HUNG PnONAL)
.500'
GLASS BITE
GLAzNO COMPOUND
(PECORA 696-HIS)
1/8' ANNEALED
1
0.090 PVe (EAS1MAN/SOLUIIA)
-� 1/8' ANNEALED
AIR SPACE
TEMPERED
1" INSULATED TEMPERED/ANNEALED
SPACER
IMPACT GLASS
PVB INTERLAYER
WITH 0.090'
37" X 84" DOUBLE
HUNG (OPTIONAL)
SIMONTON*
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Online Dua,aee
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1 CacWwe Avenue
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Pmmtom, W V ]6I15
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SCALD :
EETe
APPq D an 0,
.X ± OS
.X 3 .
l 0
X% ! M
.
XNX t 005
0' W min.
07-M 07-10 07-30 IMPACT DOUBLE
DAM