HomeMy WebLinkAboutProduct Review Affidavit R
"Building Dur Quality ReputatEonh
One :Cusomer.At-A Time"
SCC131150472
Property Information Building Information
i Owner: GEORGE LOVELAND Wind Zone: 170 MPH.
Address: 12374 GRUMMAN WAY Exposure Category: C
PSL,FL 34987 Minimum Building Dimension: 49 ft.
Mean Roof Height: 14 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(p f) Pressure(psf)
1 Int 28 69 7 37.1 -40.3
2 Int 28 69 7 37.1 -40.3
3 End 28 69 7 37.1 -49.2
4 End 28 69 7 _ 37.1 -49.2
5 Int 34 69 7 36.6 -39.8
r
I
Prepared in accordance with:ASCE 740,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
W�NDQW,4� � • • - • - • - o
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N
SIZE REQ Y/N/NA
1 Int Window 7/8°Lami FL17647.1 70 70 37.1 -40.3, 36 x 71 28x69 No No
2 Int Window 7/8°Lami FL17647.1 70 70 37.1 -40.3 36 x 71 28x69 No No
3 End Window 7/8"Lami FL17647.1 70 70 37.1 -49.2 36 x 71 28x69 No No
4 End Window 7/8"Lami FL17647.1 70 70 37.1 -49.2 36 x 71 28x69 No No
5 Int Window 7/8"Lami FL17647.1 70 70 36.6 -39.8 36 x 71 34x69 No No
Florida Building Code Online j
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t4 "'Product Approval ml-
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Product Aooroval Menu>Application Detail
I
FL# FL17647-R1
Application Type Revision
Code Version 2017
Application Status Approved
ga_
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
` jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence _FL17647 R1 COI EvalRenort882B. d[dff
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
i
I
https://floridabuilding.org/pr/pr_app_dtl.aspx7param--vGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d[2/15/2018 1:28:16 PM]
Florida Building Code Online
ASTM E1996-09 2009
TA 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
FL# Model,Number or Name,' Description
17647.1 SH-8100 SH-8100 PVC Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17647 R1 II CWS-9586. d[dff
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See installation detail for sizes and DPs. Outer lite I.G. PL17647 R1 AE EvalReoort958B.pdf
to be safety glass when used above 30 ft. in HVHZ.Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
17647:2' SH-8100 ; SH-8100 PVC Single Hung
Limits of Use Installation Instructions
} AppVHZ•Yes FL17647 RI .II CWS-'8826^df
, � - 4�
ti pproved for use outside HVHZ:Yes Verified By: Lucas A.Turner58201
Impact ResistantrYes Created by Independent Third Party: Yes ,
Design Pressure:,.+70/=70 Evaluation Reports`
Other: Flange only,Max. size 5177/8"x 72". Outer lite I.G.to FL17647 R1 AE EvaiReport88213.Ddf
�k � ....
be Safety glass when used'above 30.ft..in HVHZ.,Glass Created by Independent Third Party:Yes
complies"to ASTM'E 1300-04.
0
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section
g 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
5 Product Approval Accepts:
® EC74EL_ M
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Credit Card !
t Safe
c
httpsJ/floridabuilding.org/prlpr_app_dtl.aspx?pazam wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d[2/l5/2018 1:28:16 PM]
` URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 958B
i 7requirements
u ust 29 2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impa70 3/4"max.unit
size at+/-70 psf for flange configuration and+/-65 psf for fin configuration
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x`Ave, Ocal
Statement of Compliance: This report evaluates the above-listed producirements of FACProduct Approval Rule Chapter 61 G20-3.005 (4). This productcomplies wirements of the 6`hEdition(2017)Florida Building Code including the High Velocity Hurricae product testing
standards Derfformiedd are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-958B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3946-02, -2A, -04,and 4A, by National Certified Testing Laboratories,
Orlando,FL,with testing performed: Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-
08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201, 202,203 1994(TAS reports 3946-2A
and-4A signed and sealed by Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-95813, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-95813.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings with glazing as indicated in CWS-958B
• Achieves design pressures of+/-70 psf for flange and+/-65 psf for fin
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02t
;• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t
't I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6"'Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire; nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
X10"1111"14FE
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�htt7FtL�w�a•'�,j,
.-'o N'o 58201 •t.�;tif�'
STATE OF �w
kr.+fir,. 8/29/2017
.Q
Lucas A. Turner, P.E.
+��•'�+ i� '`i `:t�*� FL PE#58201
GENERAL NOTES: JJ)
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Nom
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
37" IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
MAX O.A.FLANGE WIDTH
35 3!4'
2.GLAZING OPTIONS:(SEE SHEET 2)
MAX.UNIT WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X".
GLasSDlo SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 4 Z 3 Q z O
1 INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. z w�c a W 0 w
-- - kz
I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o H w Z}Z O It
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z x ¢�W O p
72^ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O r O ¢x I-w
MAX OA B B ANCHOR CALCULATIONS. o p Co F-z a F-U)D.
FLANGE O 1 Z 0V'00:1
6.
HEIGHT 131318' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ F-Z o g z 0 z
GLASS DLO REQUIRED. < O H F F O-
Z
a ���U)n �
MAX70.UNIT 7 USED ATMES FIXEDAND
MEETING RAIL AND JAMB,SMALL JOINT SEAM SEALANT Z y w p rn IL
HEIGHT a x D- O 2 u)
8.SERIES/MODEL DESIGNATION SH-8100. a F~'L it�a
g 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,t���iutq���♦♦♦♦
X=OPERABLE SASH,O=FIXED SASH
0 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �,,C�y�P GSNSF�.R2♦��
1 6 LOCATION. v:" No 58201 ":�A:
I D
34 5/8" I X I 1 6 11.WEEP SLOTS=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
MAX EIGHTH I I �1)• STATE OF
GLASS D 0 r�p�•
C
C A A Z�
2115116" 9/22/2017
GLASS DLO
321/4" LUCAS A.TURNER,P.E.
MAX SASH WIDTH FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
UNIT SIZEBr.
TABLE OF CONTENTS FRAME DESIGN PRESSURE DATE:
GENERAL NOTES&ELEVATIONS.....1 TYPE MAX. RATING IMPACT RATING DRAWN
09/18/14
GLAZING DETAILS...............................2.- - --- - - -- _
SECTION VIEWS&ALT.FRAME........3 FLANGE +/-7OPSF DWG#: REV.: _
EXTRUSIONS&B.O.M.........................4 35-3/4"x70-3/4" ±EE�SSILE IMPACT cws-958 e
ANCHOR SCHEDULE&NOTES..........5 FIN +/-65 PSF SCALE:
INSTALLATION DETAILS.....................6 SHEET
1:15 1 OF 6
w�Noow srsrElws
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
a z ¢z�
aw0 WHO
W zo �—w
Oz
7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS LL H w Z F- _
Z zm�<mwo0
1/8'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED O O O V
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1/2"AIRSPACE 1/2"AIRSPACE Z 7=' F- U)U
� Z5/16"LAMINATED GLASS 5/16"LAMINATED GLASS O F- O< �F- —Zt6
1/8'ANNEALED 1/8'ANNEALED Q O
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT d Z=d to z p y y
1/8'ANNEALED 1/6"ANNEALED _~� w w i
QUANEX DURASEAL QUANEX DURASEAL tttttttntfyff
IG SPACER IG SPACER ��PLVORE�Y 0#,
40 PURFECTGLAZE'H'ORSIKAFLEX552 ��`p5,.•�GEf�s''•G'Q���
40 PURFECT GLAZE"H'OR SIKAFLEX 552 JO,' �' �•�'•ytr�4
No 58201 .11:
36 1/2•GLASS BITE 3g 1/2'GLASS BITE :1 18
�,• STATE OF :��!`
2 ���'SS�ONA�ENOL•
s O
3
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9/22/2017
LUCAS A.TURNER,P.E.
FIXED LITE SASH LITE FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380=1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
EMK 09/18/14
DWG#: REV.:. ..
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-958 B
SCALE` SHEET
1:1 2 OF 6
7 INTERIOR 10 31 21 6 7 Qwmffl
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
13 13
8100 PVC
5 SINGLE HUNG
o a IMPACT
23 Q Z 3r. ¢Z�
F imwoQIW--pp,
36 W Z O Z F Z F
36 37 32 LL Fw�ZI-3:
3 40 SECTION VIEW B-B O 0 r-- 0 d ¢=O w
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Z ZO Z Z j U U)
RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ Z O rn Z
F-t,_2OOwZ
Y ¢ Ow-=O-
3 40 7 ¢ D
w 00D V)0w U)w2
LL
18 a c')'L w0-�
0 4 a F- �- ir3a
o-y ++uuun�
1 INTERIOR �� 6 G EN"' G �i
14 ?�: No 58201
40
O.
36
18 9 f�
2
33 IU 9/22/2017
a4 LUCAS A.TURNER,P.E.
4 FL PE#58201
e 43 1239 JABARA AVE.
NOPHH288
41 380-574
4
6 SHEET DESCRIPTION:
13 SECTION VIEWS
SECTION VIEW A-A DRAWN BY: DATE:
SECTION VIEW C-C EMK 09/18/14
- ----- -- -------- ---- AT IN FRAME __
-_- _ - _ DWG k: REV.:
CWS-958 B --
9CALE: SHEET
1:2 30F6
PARTS LIST 311a' FRAME CORNER
REM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION
1 H-1497 Reinforcement for STR ALUMINUM KEYMARK 3118"—� q 9� a
2 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 5 1900 SW 44TH AVE.
3 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 6 WWW. FLORIDA 34474
7 WWW. FLORIDA
4 H-6048 Main Frame,Fin,Single Hung PVC MIKRON 1/16'
5 1 H-6049 Frame Head,Fig,Single Hung PVC MIKRON 314' 1/16" 39/16• 0 8100 PVC
6 H-6049 Frame Sill,Fig,Single Hung PVC MIKRON O CORNER WELD
7 H-6049 Frame Jamb,Fig,Single Hung PVC MIKRON (ALL SIDES) SINGLE HUNG
6 H-6050 Sash Top Rail PVC MIKRON 1:8 IMPACT
9 H-6051 Sash Bottom Rail PVC MIKRON PVC FRAME FLANGE-H-6049 PVC FRAME FIN-H-6048
10 H-6052 Sash Side Rail PVC MIKRON F o w o <Z3:
ci
11 P-3029 Screen Pull tab STEEL HURLEY z w O o ¢ z w
LU zoz � -
12 P-3033 Screen Spring STEEL FLASCREEN 1 15/16"� o a(5§E}o D:�m
P 9 13/16• 23/16• Z Z2`zQofuj0_
13 P-3113 Screw Support RUBBER TEAM PLASTIC r 0 0 r o 6 a=°w
P-3218 Screen Frame ALUMINUM FLASCREEN 10 9 I 8 FIXED MEETING RAIL o Z-w z Z F n 0-
14
15 P-3228 Spline VINYL FOAM DAPA 1 5/8" 1 5/B" 1 518" SCREWED TOGETHER WITH ¢ O Z U0:1 m z o U
I 1/15" OUTERFRAME } F- u-W 0 S O?
16 P-3321 Screen Corner Key NYLON FLASCREEN ill 6" L� 1118• 1:8 2 o f ,-z
17 P-3342 Seam Sealer SCHNEE r 5 o 2
PVC SASH SIDE RAIL-H-6052 PVC SASH BTM.RAIL-H-6051 w LL W O ai F
18 P-3352 Setting Block,85 Dur.1/8 x 5/8 x 2 RUBBER FRANK LOWE PVC SASH TOP RAIL-H-6050 a z=a 0 o-
19 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB 0 _~0 W 3 w°'
20 P-3539 #8 x 3/4"Ph PH TEK STEEL FASTENAL D_ ~ ° D_
21 P-3541 #8 x 3/8 Pan Phil Tek STEEL FASTENAL 1 112• 15/16, �%%%j�TRE`y�T,��
22 P-3581 Screen Cloth VINYL MWIER&M
1 va• 5re• 1116• .�
23 P-3752 Hole Plug,1/2" NYLON M&M 3 �CE+�sfiG�Py'.,�
1 v' No 59201 :�
PF$/16"
2 1/8" 1/16• 7! 34
8'24 P3783 Lock,lmpact INTERLOCK25 P-4051 #8 x 11/4"Ph Fh TEK,Wht STEEL FASTENAI
26 P-4056 Sash Cam NYLON M&M IVC SCREEN SUPPORT-S-6013 REINF.TOP RAIL-H-1497 SASH STOP-S-6025 9O; STATE OF A40
i P.,R
27 P-4069 Keeper,Impact ZAMAC SULLIVAN ALUM:FIXED RAIL-H-1836 'ir�FssC......
28 P-4479 Weep Housing&Flap Assm. PVC M&M
29 P-4638 #8 x 21/2 Phil Truss SMS STEEL FASTENAL 3<4• I--1/4• 11/e-
30 P-4959 Wstp.,0.420 x 0.187 back FinSeal NYLON ULTRAFAB �3/4-31 S-1498 Reinforcement for SSR ALUMINUM KEYMARK 15r1s a 2 7/e" 35 3332 S-6013 Screen Support PVC MIKRON L— 1/18' }— 5/16"--- 1118
33 S-6014 Screen Adaptor PVC M IKRON REINF.S.B.RJS.S.R.-5-1496 REINF. BTM RAIL-H-1699 PVC GLAZING BEAD-S-6064 PVC SCREEN ADAPTOR-S-6014 9/22/2017
34 S-6025 Sash Stop . PVC MIKRON LUCAS A.TURNER,P.E.
35 S-6063 Fixed Rail Cover PVC M IKRON 15/16- FL PE#58201
1239 JABARA AVE.
36 S-6064 Glazing Bead PVC MIKRON oa5° 112" 1/16" NORTH PORT,FL 34288
37 FD(ED SEESHEET2 GLASS CARDINAL �� �3--y 7/8" qq PH.941-380-1574
38 SASH SEE SHEET 2 GLASS CARDINAL 13 SHEET DESCRIPTION;
39 Block&Tackle Balance STEEL BSI 15r1j 6 3 U3/16• ALUM.FRAME HOOK-S-1577 BOM AND EXTRUSIONS
40 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEL/SIKA 1— SCREW SUPPORT-P-3113
41 #10 x 2"Pan Phil sm s STEEL FASTENAL �"�-9f 16• s/1s• 7!a' DRAWN BY: DATE:
42 P-4657 #8x11/2"Phil Flat TEK _. _STEEL FASTENAL CFIXED RAIL COVER-5-6063 43 EMK 09/18/14
_ - DWG#: REV.:-.--
43 S-1112 S-1112 Reinforcement,Hook ALUMINUM KEYMARK 1/16" CWS-958 B
44 S-1577 Frame Hook ALUMINUM KEYMARK
ALUM.REINF.HOOK-S-1112 SCALE: SHEET
1:2 40F6
VNIN��SYSTEINS
4 AX.(TYP.)77
8'MAX O.C.(TYP.) 1900 SW 44TH AVE.
OCALA,
6-MAX.(TYP.) SEE NOTE 2 4' ,(TYP.) WwW. FLORIDA 34474
SEE NOTE 2 W W W.CW S.CC
6'MAX(TYP.)
INSTALLATION 8100 PVC
ANCHOR(TYP.)
SINGLE HUNG
I 6• I I IMPACT
MAX.O.C.
O (TYP.) O
O D1 0 <z
MAX.
MAX.O.C. tow 0
00
ITYP•> w Z0� <rZF
Z Z=mQIr30=
I I --Lnrrcani� I I 0 OF-OZaF�a
4'(TYP.) z 0 -?�0-
} a-LL w 0=o z
X INSTALLATION X D: 2 O r r F=Z
ANCHOR(TYP.) W 0 O�t}A O w u)W
I I I I ILL 0-Jv)r
I ^ I I ^ I p X: D: W2wco
12 3/4' a F a G: d
I'd I
MAX.O.C. ���un�lip '��q�
gyp.) ,�
, �OREW
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `��Gp�.��G E NJ Gptii��
DP+1-70 PSF DP+/_65 PSF
' No 56201 'A iZ
iZ
►vs ¢'e
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BEJ z;;_11
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MU T LUCAS A.TURNER,P.E.
FL PE#58201
RAA
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE:
EMK 09/18/14
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: _
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.•CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1:20 5 OF 6
MIN.EMBEDMENT MO
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, LTH AVE.
1/4"MAX.SHIM SEE TABLE 1 wWw. FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8.100 PVC
BY INSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE I SINGLE HUNG
SEALANT BEHIND O SEE E
TABMENT IMPACT
FLANGE BY INSTALLER L 1/4'MAX SHIM
aa z azo
PERIMETER SEALANT Z W a p Q w O W
PERIMETER SEALANT BY NSTALLER w Z O Z 0_I_
BY INSTALLER INSIDE AND OUT 0 F W�Z 0 M Fn
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2¢ir w 0 0
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 O O u)F-z a F rn as
FLANGE BY INSTALLER SEALANT BEHIND U)Z F
SEE TABLE 1 FIN BY INSTALLER Z 0 Z U_Z=U
HORIZONTAL SECTION ! � HORIZONTAL SECTION y Q�wCHORAGE X0 w 2:0-
TYPICAL
0 O?
6 TYPICAL JAMB ANCHORAGE 6 HEATYPICAL FIN D AND SILL SIMILAR FOR FIN INSTALLATION w }j O
K ZU)ww 0 U)Fw-
O wF2'-0 a. W=X>-
1/4"MAX SHIM a d 3 IL
FLANGE BYENSTALLER o OT BHIND `pNo�k'�T�i��
GpS.��GEr+lSfiG"Qti�:
PERIMETER SEALANT MIN.EMBEDMENT t" No 58201 "tA
BY INSTALLER SEE TABLE 1
INSIDE AND OUT
STATE OF "%4:
SUBSTRATE BY OTHERS
SEE TABLE %OTS.'�(O R 1 O`;•0246
SEE TAB EDIST. - i"p; 70NA$101119,
q VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
Y
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-112" 1-1/8" FL #
PERIMETER SEALANT 1239 JABARA RA AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
INSIDE AND OUT
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1/2" �Dl HORIZONTAL SECTION
BOX FRAME INSTALLATION SHEET DESCRIPTION:
6
3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 718" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DIN BY: DATE:
FLANGE 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITWFULL THREAD 7/16^ EMK 09/18/14
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060"
-MIN.114"FILLET-OF-CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 958 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116' SHOWN FOR FLANGE WINDOWS. SSE' SHEET
1:2 60F6