HomeMy WebLinkAboutProduct Review Affidavit 1918 Corporate Drive
Boynton Beach,FL 33426
WIN ®'® WS Ph.561-922-6747
Fax.561-292-3562
Property Information - Building Information
Owner: Cheryl Ann Marciano Wind Zone: 160 MPH.
Address: 13251 S Indian River Dr Exposure Category: C
Unit 1002 Minimum Building Dimension: 36 ft.
Jensen Beach,FL 34957 Mean Roof Height: 24 ft.
Risk Category: 11
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) IF Height(in) IFElevation(ft) 11� Pressure(psf) j Pressure(psf)
I Int 106 so 7 32.7 -35.8
2
Int 72 50 7 34.8 -37.9
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page I of I
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 MULLION SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ Y/N/NA REQ Y/N
1 Int D 1"LamilG FL11103.1 60 60 32.7 35.8 1 190X95.5 106x80 N N
2 Int W 718"Lami1G FL 11411.2 55 55 34.8 37.9 74X63 72x50 N N
2015 Florida Building Code Online
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FL# FL11103-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systen's Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/En-all 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Ercall 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door. Assemblies
Compllance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
'` Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity ertiflcatlons,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
Y' Validation Checklist- Hardcopy Received
Certificate of Independence FL11103 R2 COT EvalReD CWS-298B(SGD-8900..IMP).odf
Referenced Standard and Year(of Standard) Standard 7
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1996-02 2002
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
W://gaidaWIding.org/pr/pr_app o-aspX2parwPv,GEV)(QMDgttaGslp3GYAOCRBKBPqa/o2fDPMFirrWAkIS.3N3YofrlggAe/-3d%3d 1/2
7015 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of Products
33 Model,Number or Name i Description
11103.1 SGD-8900 PVC Sliding Gass Door. SGD-8900 PVC Sliding Glass Door.
i Uml of use Installation Instructions
Approved for use In HVHZ:Yes FL11103 R2 II CWS-2988(SGD-8900,IMP).odf i
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 j
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
i Other:Large Missile, DP=+/- 60 psf, Max. panel size 4'x 8'. FL11103 R2 AE DuPont SGP NOA 11-0624 02.odf j
I Config.include OXXO,OXO,OX,XO. Gass complies to ASTM FL11103 R2 AE Evalikeo CWS-29813(SGD-8900.IMP).odf
E1300-04. FL11103 R2 AE Ouanex fMikron)NOA 12-1017 02 Ddr
Created by Independent Third Party:Yes
a 0
Contact Us ::1940 North Monroe Street,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 y nl your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional marl.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department oath an email address if
they have one.The emails provided may be used for official communication oath the licensee.Hoymver email addresses are public record.If you do not vdsh to
supply a personal address,please provide the Department oath an email address vfi,ch can be made available to the public.To determine it you are a licensee
under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
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r.grit.
rm:nnoridabdldrlg.org/pr/pr_app_o.aspx?pararTrVVGEVXQvtDgttaGsip3GWOCRBKBPq%2fDPrnFir'nWAkJS3N3YofrjggA%3d%3d
212
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 298B
April 18,2015
Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel
size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5`h Edition (2014)Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
i
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E.. at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-29813, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3506-1 and-IA, from National Certified Testing Laboratories,
Orlando,FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA
101/I.S.2/A440-2005, and ASTM E 1886/1996 2002
4) Supplemental Calcs. to support CWS-29813, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-298B.
Limitations of Use: This product:
• May be used in up to 48 7/8"x 93 1/2" panel sizes(96"max. door height),with glass
types and max. glass daylight sizes as shown in CWS-298B
• Achieves design pressures of+/-60 psf
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont SentryGlas(SGP) Interlayer per Miami-Dade NOA#11-0624.02}
• Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs
and find that they comply with the requirements of the 5`h Ed. (2014) 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. I Ito01>>,,
No 5$201 '•
4/18/2015
v: . x
O Lucas A. Turner,P.E.
STATE OF '�� FL PE#58201
.
Lucas A. Turner
2015-04-20 12:28-04:00
GENERAL NOTES: �
SLIDING GLASS DOOR ' IMPACT 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO Wy(NOEM lenay%�
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND 1900 SW 44TH AVE.
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY OCALA.FLORIDA 34474
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC, WWW.CWS.CC
197 1/8'
48 718- MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO',-OXO",'XO',-OX' 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
41 314- i' -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
GLASS I I TABLES ASTM E-1300-04.
MAX _DLO _ _ _1 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. w
HEIGHT
93 Irr Q X x Q 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
n o iu
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o 0 0
PANEL DLO WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR y
HEIGHT CALCULATIONS. w m
I 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Cn
1 0 YREOUIRED_ m LL p
6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY 3
WELDED. �
fv Z w
A A ww ° ¢
a a �
6 8.SERIES r MODEL DESIGNATION:SGD-8900, g
96. 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ¢ o
145 13116' MAX UNIT WIDTH X-OPERABLE SASH.O-FIXED SASH, a wo
MAX UNIT WIDTH 48716'
iLl-
MAX 70.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ID Q p
PANEL WIDTH ZPANIDTH 11.EXTERNAL WEEP SLOT.1/4 z 1"LOCATED 4"FROM BOTH ENDS. - ,`J%71ololl",4 VCI,
----- ,��� pp1OREbV l i,�
413/4' - GLASS �`� 5 GENS
96' __DLO _ MAX P'•�'\ F••'.Z�.
GLASS 96- DLO _ �? No 58201 •:"P
MAX UNIT Lucas A. '
UNIT HEIGH
Tumer
HE 931/2' 863!8'O X .Q 93117 1 2015-04-20 L90:• STATE
MA x D GLASS D MAX E ` Q X E 12:30-04:00 %"�`'•'�c o R;o�'
PANEL DLO PANEL i�Fs .
HEIGHT �� HEIGHT GLASS ��4S�ONA�E��•`�
DLO 4
I[
zz
C C 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
H S
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING NB : A
GENERAL NOTES d ELEVATIONS..................».1 ADE 06/03/08
SECTION VIEWS OXXOdGLAZING DETAIL..".2 XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACT D o..
SECTION VIEWS OXO d
EXTRUSIONSd6.O.M.»._».......»...»-» »»,...4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B
ANCHOR SCHEDULE$NOTES..»»._»....».. s OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET
INSTALLATION DETAILS__».....»..,...._». _.»6 1:33.33 1OF6
WINDOW SYSTEMS
5 18 26 4 7 3 1 6 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8900 PVC
1 SLIDING GLASS
B DOOR-IMPACT
N
'r o ui
aa ~
000
w
W m
1 1 0 6 4 19 2 9 1 U U co 0Z
SECTION S-B
0 0 (J)
N N Z W
1 1'OVERALL w a Ocr
a p_
1 O 3116'TEMPEREDw w
3'6'AIRSPACE p ao w
2 JJJ lStin. O
7116'LAMINATED GLASS
f 1 4 ¢3716'ANNEALED GLASS mZ
�q 090 SENTRY GLASS IONOPLAST INTERLAYER `,"Jillosts",,,
-�3.�t6'ANNEALED GLASS 4,Q.:'�GENS'•
6 �Q
r 1 PAIR OF ANCHORS AT EACH CLIP. 6 F.1 ���'.
�$ LLD 13 SEE SHT 6 FOR SPACING v� N. 58201 S
:2
; STATE OF :4U:
33 :OcF•F(OR%pP, �2�:
CPURFE
LAZE'H' iiSs. .0`52,ji
SS BITE 413/2015 kI
�
Tr 1' SECTION C-C LUCAS A.TURNER,P.E.
30 1 FIXED PANEL ATTACHMENT FL PE#58201
1239 JABARA AVE.
Irr i 3 4 NORTH PORT.FL 34288
PH.941-380-1574
14 NOTE:
3 — R D sc
10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
AND GLAZING'DETAIL
31A :
1 n "
IJLIj�. WN ADE 06/03/08
W G.:
3 15
CWS-298 B
C SHEET
1:2.63 2 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W,CWS.CC
16 8 1 3 13 7 4 26 18 2
r 6 8900 PVC
SLIDING GLASS
DOOR-IMPACT
8 ut N
--� O O
w
W m m
z
U U Z
LL O
^1 o (n
1 2 9 35 t8 'El 6� 30 1 N Z W
w w I-
a o
SECTION D-D
r
oc, w
a j a
m Q Z
N p10 RE W����i
5 18 6 t 4 7 33 3 21 0 ��` P TG��
4`Op�?,��C E N sF.,'P,y�'L
No 58201
izz
' :-
:9
pSTATE OF �w`
��SPC 0 R.O..—
N A
� �Z
4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
1 i o 6 a 18 z NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E sH u oa:
SECTION VIEWS-OXO
AND XO/OX
0 X N v. UA-Tr-
NOTES:
A 'NOTES: ADE 06/03/08
'.ITEMS NOT SHOWN FOR CLARITY:10,26.32 o c.: ..
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B
SHEET
1:2.63 3 OF 6
PARTS LIST FRAME CONSTRUCTION
ITEM W
RIPTION VENDOR MATERIAL 5 1516'
1 E;MA N,SGD MIKRON PVC 1 5'8 )-- �
2 SHOLD/FUZE , SGD MIKRON PVC WINDOW SYSTFHS
3 ORT BLOCK, UO D,SGD KEYMARK ALUM 24 1900 SW 44TH AVE.
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7/8" (� h /1 1/e 211/16' OCALA,FLORIDA 34474
5 -6059 PA EL SIDE RAIL,SGD MIKRON PVC � I 1 e WWW.CWS.CC
6 H-6033 PANEL,INTERLOCK.FOOD MIKRON PVC IL
7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
8 H-6061 INTERLOCK.SNAP-ON MIKRON PVC
9 H-6043 ASTRAGAL.SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL t 718, 1 708-� 1 708-� FRAME CORNERS
11 P-342 SEAM SEALER,SM-5504 SCHNEE SCREWED TOGETHER DOOR-IMPACT
12 P"3039 SET.BLOCK,85 DUR.1/8'X7/8•X2' FRANK LOWEUC RUBBER
13 P.4438 SFLEX552OR URFECTGLAM-W S1KA/HENKEL 7 5 6 VENT CONSTRUCTION n o iti
14 P-3429 WSTP.,0.270 X.187,BACK FWSEAL ULTRAFAB a
15 P-3539 X8 X 314'QUAD PHILIPS.TEK FASTENAL ZINC 0 0 0
16 P-3557 1110 x 2,H XHEAD.TEK FASTENAL ZINC 39M6" 3 916• 3 916- - y
17 P•3752 CAP PLU ,1/2'HOLE M8M NYLON Ile' w m
18 P-3767 1110 X t'HEX WASHER HEAD.TEK FASTENAL ZINC
19 P-3789 LOCK a HANDLE KR,PVC,SGD AMESBURY STEEL 108' nnll �7 N
20 P-3792 3/4'KEEPER AMESBURY SS 1J rr t o co LL O
21 P-3793 MORTISE LOCK - HSED SS 1J LL < o (n
22 P-4136 1110 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL Z w
PVC PNL INTERLOCK-6060 PVC PNL LUCKSTILE•6059 PVC PNL INTERLOCK•6033 VENTS FULLY WELDED 1:10w Q O tt
23 5-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w w F-
a
24 W1993 REINFORCEMENT,ALUM.,PANEL K YMARK ALUM p o a
25 P-4295 FIXED PANEL CLIP KEYMARK ALUM a U
26 S•1597 COVER,FIXED PANEL CLIP KEYMARK ALUM t 1r16' F— o o W
27 S•1 330 PANEL TRACK.ALUMINUM,SGD,SILL KEYMARK ALUM 112 r-- 2' 21116' I a p
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1518-1 m ¢ O
29 5-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM - e _Q I Z
30 S-W37 GLAZING BEAD 1.00',SGD MIKRON PVC 6 RE
31 S-6041 TRACK,SCREEN.SGD MIKRON PVC 3 2 13/16 ��` �NORE W
32 56046 SUPPORT WELD,SGD MIKRON PVC `�p'GEA/' TG'.
3 3'16- 116- 3 1/16- 2 S'8' 1 16/16' 1x16' ��fjP:��.� 3F•.'P,r,
33 GLASS(SEE SHEET 2) I 1;8'
34 H-6044 SCREEN CHANNEL MIKRON PVC No 58201
35 .8.6045 SCREEEN ADAPTOR MIKRON PVC
36 P-4278 WSTP.,0.2- 1.25-DUST PLUG ULTRAFAB L__.._.._....._._._.-...._-
37 8.1764 SILL RESHOLDCOVER(8900) KEYMARK ALUM LV -- '9; STATE OF W:
38 P�366 WSTP.,1'%7.1'X0.7 DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.•1775 HIGHRISE-1737 'y�OnF'
40 P-4479 WEEP—HOLE COVER BACK FIN SULLUULTRVAN PVC AB
211116--{ 2 t 8" 3'4- 2
37 t't 6' Ir 'ZI
-I �y6. 1/Y-+{ 13'8 1ry6- 13'1L_ 7 1 1 — — — 4/3/2015
9 B 3WI 1/I6' L ROLLER TRACK•1930 v16" _ LUCAS A.TURNER,P.E.
L FL PE!158201
SILL THRESH COVER-1764 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045 NORTH PORT,FL 34288
PVC WELD SUPPORT-6046 PH.941-380-1574
718' 23/16" 2 ff 16" S D SG
5 1/16-=O L7� 4 318" 116' 7016' 51
9-16•8"
BOM AND EXTRUSIONS
l_
Ira"
L1/16" 1116' 1 t/g 1/16-
1r6- L vt6• ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 -.
PVC SCREEN TRACK-6L. , ..041
CWS-298 B.
ooTi=Jt�o PVC GLAZING BEAD•6037
PVC ASTRAGAL-6043 REINF.-1726 NOFIED
TE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECI . SHEET
12 4OF6
C� (L(UJ
e'(TYP)MAX. �MAX O.C. I a"(TYP) WINDOW SYSTEMS
(TYP) (TYP) � I 1900 SW 44TH AVE.
I
OCALA,FLORIDA 34474
WWW.CWS.CC
6"MAX
mPl i
TYPICAL HEAD ANCHORAGE
2 7116'MIN. MIN.EDGE DIST. 1/4•MAX.SHIM
SEE TABLE 1 WINDOW SYSTEMS
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA.FLORIDA 34474
www.cws.cc
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1
8900 PVC
SLIDING GLASS
PERIMETER SEALANT 114•MAX.SHIM DOOR-IMPACT
BYINSTALLER
INSIDE AND OUT 2 7116'MIN.
N N
A O W
INTERIOR o� 0 0 0
INSTALLATION ANCHOR
:.EE TABLE 1 MIN.EDGE DIST, w m
SEALANT BETWEEN SEE TABLE 1
SILL RISER AND FRAME N
BYINSTALLER m LL O
LL O T
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT N >
PERIMETER SEALANT ¢ p DJ
BY INSTALLER SUBSTRATE B4 OTHERS �¢ w Q
INSIDE AND OUT SEE TABLE 1 o ao a
DO NOT COVER w
WEEP HOLES B HORIZONTAL SECTION Ha U
MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE o o w
SEE TABLE 1 a p
SUBSTRATE BY OTHERS
SEE TABLE i INSTALLATION ANCHOR m ¢ O
SEE TABLE 1 Z
TWO ANCHORS PER
SEALANT UNDER SCREW 2 7/16MIN.EDGE DIST. FIXED PRE-DRILLED HOL SH �p0"�pj0REVV for,
HEAD BY INSTALLER MIN. SEE TABLE 1 'o y,.
QVERTICAL SECTION V4"MAX.SHIM
:;GP•'•�•:CENSF•%pG�
\,V TYPICAL SILL ANCHORAGE. FIXED PANEL ~: No 58201 :-P
MIN.EMBEDMENT
SEE TABLE I
Z9:, STATE OF :4u
�0 F
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL 11.O S (O R 1�.•EDGE '6�`J
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12- i SEE TABLE I T. '�Ot,�SiONA;E 0,
CONCRETE(2.0 KSI MN.) 3/16'ITW TAPCON 1' 3" y�
CONCRETE(2.85 KSI MIN.) 3116•ELCO ULTRACON 1.3'4' V D /-
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"TTW TAPCON 1" 3" 4/3/2015
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116•ELCO ULTRACON 1.114' 2-112' M.0.G. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PNE(G-0.55) 3/16•nW TAPCON 1.3'8" !" FL PE#58201
2X MIN.SOUTHERN PINE(G•0.55) k10 WOOD SCREW 1.3'8' t" 1239 JABARA AVE.
NORTH PORT,FL 34288
16 GAUGE(0.060')MN.STEEL STUD 010-16 HILTI KW IK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP PH.941-380-1574
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060• 7/16" CLIP ANCHORS MUST
BE LOCATED A MINIMUM -S-HM 0 SCRIP
118'ALUM.(6063-T5 MIN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY
1/8'STEEL(33 KSI MIN.) DRILLING SCREWTHRU 0.125' 7116" FROM ANY MAIN FRAME GENERAL NOTES AND
FDD PANEL CLIP ANCHORS INTO: ANCHOR. 4 ELEVATIONS
CONCRETE(2.0 KSI MN.)OR 3116•RW TAPCON V. 3" INSTALLATION---- - NDATE
HOLLOW OR GROUT•FILLED CMU(117 PCF MIN.) ANCHOR ITYP1ADE 06/03/08
C HORIZONTAL SECTION
FIXED PANEL CLIP ANCHORS INTO:- FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE Dwo1: •'
CONCRETE(2.85 KSI MIN.)OR 3116'ELCO ULTRACON 1.1/4" 2.1/2" CWS-298 B
HOLLOW OR GROUT-FILLED CMU(ASTM C-90)
• SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6
8/19/2015 Florida BUlding Cafe Online
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Archived
Product Manufacturer Regency Plus Incorporated
Address/Phone/Ernail 1024 Locust Gap Highway
Mount Camel, PA 17851
(570)339-3374
tonyp@copse rvationwindows.tom
Authorized Signature Tony Procopio
tonyp@conservationwindows.com
Technical Representative Joe Korzeniecki
Address/Phone/En-ail 2000 Locust Gap Hwy.
Mount Carmel, SD 17851
(570)339-3374
joek@window-pros.info
Quality Assurance Representative Joe Korzeniecid
Address/Phone/Emall 2000 Locust Gap Hwy.
Mount Carmel, PA 17851
(570)339-3374
joek@window-pros.info
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
AAMA/NW W DA101/I.S.2-97 1997
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/13/2015
Date Validated 08/17/2015
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8+19/2015 Florida Building Code Online
Summary of Products
s FL# Model,Number or Name Description
11411.1 Series 2000 Series 2000 Non Impact Horizontal Slider
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL11411 R4 C CAC N1006137-WDdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2021
Design Pressure-+40/-40 Installation Instructions
Other. FL11411 R4 II 08-0 701,Ddf
Verified By: Luis R.Lomas,P.E:62514
! Created by Independent Third Party:Yes
Evaluation Reports
FL11411, R4 AE 513481.odf
Created by Independent Thins Party:Yes
Et :f
Series 5405 Series 5405 Impact Horizontal Slider Window
{ Use Certification Agency Certificate
Approved for use in HVH :Yes FL11411 R4 C CAC NI00638 -R3.Ddf
i Approved for use outside Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/30/2021
Design Pressure:+55/-55 Installation Instructions
Other.FRAME MATERIAL TO BE RIGID FVC FROM ROYAL WINDOW FL71411 R4 IT 08-02702A.Ddf
&DOOR PROFILES,PLAN' 1,AAMA CERTIFIED(DOM-1). Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL11411_ R4 AE 13-0129.27-COMP.Ddf
FL11411 R4 AE 13012927.Ddf
FL11411 R4 AE 513482A .Ddf
Created by Independent Third Party:Yes
0 0
Contact us::1940 North monro4 Street.Tallahassee FL 32399 Phone:850-487.1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 Stale of Flontla.::Privacy Statement e:Accessibility Statement::Refund Statement
Under Floridalaw,email addresses are public records.It you do not vent your e-mailaddress released in response to a public-records request,do not send
electronic mad to this entity.Instead,Contact the office by phone or by traditional mail.U you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department cath an email address if
they have one.The emails provided may be used for official communication oath the licensee.However email addresses are public record.If you do not vash to
supply a personal address,please provide the Department oath an email address%Mich can be made available to the public.To determine it you are a licensee
under Chapter 455,F.S.,please dick Dere_.
product Approval Accepts;
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2/2
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Report No.: 513482A
434-688-0609
rilomas@lriomaspe.com
Manufacturer: Regency Plus, Inc.
1024 Locust Gap Highway
Mt. Carmel,PA 17851
Product Line: Series 5405 Vinyl Horizontal Slider—74"x 63"—L.M.I.
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 08-02702,Revision A,prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.:NCTL 110-9869-1 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York, PA
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
TAS 202-94 Uniform Static Air Pressure,t55.Opsf design pressure,8.25psf water penetration.
TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure
3. Anchor calculations,report number 513482-1, prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: t55.Opsf
• Maximum panel size: 35 7/16"x 60"
• Approved configurations:OX,XO
• Units must be glazed per ASTM E 1300-04,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,08-02702,Revision A.
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, 1 don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
0\11111►11/1
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1 of 1 Luis R.Lomas, P.E.
FL No.:62514
08/14/2015
RE%I$*NS'
REV DCSCAFWN ORTC I --avrD
A REVISEO RATING 08/13/15 R,L.
fJOI 16. FOR ANCHORING INTO METAL STRUCTURE USE x/10 SMS OR SELF DRILLING SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED
AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMINC-AAND-UkS tY OPENTNC TO BE D�I D AND ANCHORED TO PROPERLY 17, ALL FASTENERS TO BE CORROSION RESISTANT.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW-
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. D. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063—T5 1/8• THICK MINIMUM
5. WHERE WOOD BUCK THICKNESS IS 1-1/2. OR GREATER, BUCK SHALL BE SECURELY 19. APPROVED CONFIGURATIONS: OX, XO
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S 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 E R 0 on
7. END BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT 15
PROVIDED.
8. SHIM AS REOUIRED 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 DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO
BORNE DEBRIS REGIONS.
14. FOR ANCHORING TINTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
15. FOR ANCHORING 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,
SIGNED:08/13/2015
REGENCY PLUS, INC. \\\�1111111u
2000 LOCUST CAP HIGHWAY �\\J�5 GEry0
;�9�i
MT CARMEL, PA 17851 v,•v\ SF,J'
TABLE OF CONTENTS SERIES 5405 VINYL HORIZONTAL SLIDER =*• 0 5 w
SHEET NO. DESCRIPTION 74 XNOTES— LMI 170•• •
°•• TATS of ;w�
'1 NOTES _ Da.wN. owc No.
RV �i'P '�CpRIOQ;• \•�
d`••. v
2 ELEVATION — sl*Lc aaTE 08-502702 A
3 — 4 INSTALLATION DETAILS NTS 06/01/1 S 1 OF 4
RE TSaNS
74" MAx FRAME WIDTH REv oEscaroTaN GATE .rRRovEo
12' MAX, A REVISED RATING D8/13/15 R.L.
6• MAX O.c 6" MAX
6MA
' X
17"
MAX O.C.
63' / /`
MAX => / O
FRAME
HEIGHT
1/8" ANN
0.090" SG BY DUPONT
1/8" ANN 1/8- TEMP INTERIOR
EXTERIOR48ITE �
DESICCANT
STEEL SPACER
SERIES 5405 VINYL HORIZONTAL SLIDING SYSTEM
7/16SITETrW
IMPACT RATINGLARGE AND SMALL GLAZING
MISSILE IMPACT SIKA 55BEAD
BACK BEDDING GLAZING DETAIL
NE a a NVHZ
NOTES:
1. MAXIMUM PANEL SIZE: 35 7/16" X 60"
2. MAXIMUM D.L.O.: 33" X 57 1/2'
3. (1) 1/2" X 1/2' TRIANGULAR—SHAPED WEEP HOLE AT EACH END OF INTERIOR SILL TRACK.
4. (1) 1/2" X 3/8" WEEP HOLE AT MIDSPAN OF INTERIOR SILL TRACK. SIGNED:08/13/2015
5. (1) 5/8" X 3/8' WEEP HOLE AT FIXED MEETING RAIL END OF EXTERIOR SILL TRACK. 111111!///
6. (1) 3/4" 3/8" WEEP NOTCH AT EACH END OF INTERIOR SILL TRACK COVER. GEPs ``��J\S R'•LOy�i�
7. (1) 1 1/2" X 1/4' WEEP HOLE WITH PLASTIC WEEP COVER AT 2 7/8' FROM EACH END OF 2000 OCUSTGAPHIGHWAY
EXTERIOR VERTICAL SILL FACE. MT CARMEL, PA 17851 `��.•4\C E N,9'.
8. (1) 1/4" X 9/16" WEEP NOTCH AT MIDSPAN OF INTERIOR SILL TRACK COVER.
SERIES 5405 VINYL HORIZONTAL SLIDER *• D 51 �►
HARDWARE SCHEDULE 74" X 63" — LMI
ELEVATION ��1, TAT OF
A. 1 METALCAM•TYPE SWEEP LOCK 13"FROM EACH END OF ACTIVE MEETING STILE w:AwN; owo No. REv �i��t�` FLORIDA•G�Z'��
B. 1 METAL KEEPER AT FIXED MEETING STILE N.G. 08-02702 A ��isslpNALENP``
C. 1 METAL TILT LATCH AT TOP OF BOTH ACTIVE PANEL STILES O1 p7E O6 15 s"E�2 OF 4 /�I/I111111111�\
D. (1)STEEL REINFORCEMENT CHANNEL AT FIXED MEETING STILE AND ALL PANEL MEMBER HOLLOW SCALE NTS / /
REMS-ONS
1/2"'MIN.
EDGE DISTANCE
1 3/8MIN. REv DESCROMON DATE .waovco
"
WOOD FRAMING EMBEDMENT METAL {� 3/4" MIN A REwSEO RA11NG, 08/13/15 Rd_
OR 2X BUCK STRUCTURE I EDGE DISTANCE
BY OTHERS BY OTHERS 1/4" MAX.
SHIM SPACE
INTERIOR
--
APPROVED MAX. APPROVED q M 3/4" MIN
SEALANT Q° SEALANT D 1/4' MAX. EDGE DISTANCE
SHIM n HIM SPACE
SPACE
PO WOODX10 SMS OR
SCREW G =C
U V U V —D O SELF DRILLING
r710 SMS OR
SCREW SELF DRILLING
SCREWS °
0
METAL O
STRUCTURE
BY OTHERS
I I APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
I I METAL STRUCTURE INSTALLATION
I INTERIOR EXTERIOR I INTERIOR
I I 1 1/4" MIN. 1/4" MAX.
EXTERIOR i i EMB
` FOMENT r SHIM SPACE
INTERIOR
I I
1/2" MIN.
EDGE DISTANCE
d $10 SMS OR
a #10 WOOD a SELF DRILLING
SCREW SCREW
f110 WOOD °
APPROVED APPROVED SCREW O°
SEALANT�Q° 1 MAX. SEALANT �Q° Ln
SHIMIM_SPACE 1/4" MAX. d
F SHIM SPACE
WOOD FRAMING 1 3/8" MIN. METAL —� WOOD FRAMING SEALAONTEO EXTERIOR
OR 2X BUCK EMBEDMENT STRUCTURE OR 2X BUCK
BY OTHERS BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
3/4- MIN
1/2" MIN
EDGE DISTANCE SIGNED:08/1312015
EDGE DISTANCE VERTICAL CROSS SECTION
WOOD
VERTRAMJNGORICAL �OBUCKINSTASECTION
LLATKJN METAL STRUCTURE INSTALLATION 2000GLOCUSTENCY PGAPSHIGNWAY ����J) RIIL/O�q�i��
MT CARMEL, PA 17851 v••��GENSa� ,S
SERIES 5405 VINYL HORIZONTAL SLIDER =*• 0 51 k
NOTES: 74" X 63" - LMI =y a�x�7
I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILSNOT SHOWN FOR OYE OF ;w:
2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE DRAWN Dc No. REV �i'Of_).cCUK%Q
DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE DATE 08-02702 A 47/js/lOj�j(�j11�1V\\\
NTS 06/01/15 3 OF 4
1 ,
2 1/2" MIN. REhsgNS
EDGE DISTANCE acv oEscaialrou aA1E Aaaaovco
CONCRETE/MASONRY A REVISED RATING 05/13/15 R.L.
BY OTHERS °
°
• 1 1/4" MIN.
OPTIONAL 1X BUCK 4 ' • ° ° EMBEDMENT 1 1/4" MIN.
TO BE PROPERLY EMBEDMENT
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
/
APPROVED BY OTHERS � '
J 1 4" MAX. •'a 1/4" MAX.
SEALANT Q0) / OPTIONAL BUCK SHIM SPACE
a SHIM SPACE TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
If 3/16" TAPCON 3/16" TAPCON
UU D INTERIOR
I Q
2 1/2"
EXTERIOR I INTERIOR MIN.EDGE ' o 0
I DISTANCE O
APPROVED EXTERIOR
SEALANT
6 JAMS INSTALLATION DETAIL
(� CONCRETE/MASONRY INSTALLATION
APPROVED a 4 4J 3/16' TAPCON
SEALANT
Q0 1/4" MAX.
OPTIONAL BUCK SHIM SPACE NOTES:
' TO BE PROPERLY r-� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SECURED NOT SHOWN FOR CLARITY.
SEE NOTE 3 SHEET 1 - 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
CONCRETE/MASONRY DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS ° SIGNED:08/13/2015
• ° 1 1/4" MIN.
EMBEDMENT REGENCY PLUS, INC. \���11111If1///z�
°• °.• a •° .. 2007 O MEL.GPA 1 SSWAY \vJ\'\r'ENSc
2 1/2" MIN. I
SERIES 5405 VINYL HORIZONTAL SLIDER _*• 0,�.'
EOCE DISTANCE 74" X 63" — LMI iINSTALLATION DETAILS � TAQ
VERTICAL CROSS SECTION �oo
CONCRETE/MASONRYINSTALLATION c DwD u0, j0Vj`)ta-
s
DATE 06/01/15 O8502702ZONA> E
rN�G:
NTS c0F 4
ENGINEERING '
EXPRESS®_,. Design Wind Pressure(PMAx+, PMAx-): ASCE 7-10, Ch.30.4.2/30.6.2
160.`SW 12th AVMJ.E,. #1,06
h<_60.ft
D'EERFIELD:BEACH, FL;33442 Max Positive Pressure(PMAx+) PMAx+ = gh(Oc GCppos+ GCpI) PMAx+ = gh(9c GCppos+ GCpI)
PH'.(954).354=066.0 fAx:.(954)354-044.3
WWW.ENGEXP'.COM Max Negative Pressure(PMAx-) PMAx-= gh(Oc GCpneg-GCpI) PMAx-= gh(6c GCpneg-GCpI)
Wind Load Calculation
ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations ASCE 7-10, Chapter 30 All Subsections
. Area Y.
Cladding µµ ;' Slze :e' Elevation Areal �+ G�CPmaxi r Pmax-
F ; Zones `� * ,"s+,j� r pw.. ,.� KZ b',G Vp
5th Edition 2014 Florida Building Code w
> g r(ft)� fi (ft?) � , �(ft ) ;;: q ka= *�t,J , n .(Ib/ft?) (Ib/ft�).
Site Information 1 106 x 80 Int 7 58.89 26.01 0.85 47.29 0.9 -1.0 32.7 -35.8
2 72 x 50 Int 7 25.00 12.00 0.85 47.29 0.9 -1.0 34.8 -37.9
owner: Cheryl Ann Marciano
Wind Speed(V): 160 MPH
Exposure Category:' C --
Velocity Pressure Coef.(Kh): 0.94--
ASCE 7-10 Ch.30.3.1 Table 30.3-1
Directionality Factor(Kd): 0.85
Topographical Factor(KzT): 1.0
Structure Information
�x R rip,
o e fGR�pI"
Risk Category: H
Building Classification: Enclosed
Int.Pressure Coef.(GCpi): 0.18
ASCE 7-10 Table 26.11-1
Mean Roof Height(h): 24 ft..
Roof Slope(0): Slopod
Roof Slope Coefficient(0c): 1.0
Min.Building Dim.(L): 36 ft.
End Zone Distance(a): 3.6 ft -
1,THGNFORMATDN IS NTENDEDTO PROVIDEDESIGN MESSURESFOR THE%1RPOSEOFTHENSTALLATDN OFGLAZED UNRS&OPENNG PROTECTION ASPROPOSED AND PROVIDED SYOTHERSNOCERTFCATDN,ETHEl FRANK L BENNARDO,P.E.
EKPflE EDORNMED.SOFFEREDASTOTHEVALIDRYORAPPLCABLRYOFANYPROPOSEDSYSTEMORCOMPONENTUSEDALONGWRHTHESEPRE5 RE&ALLPRODUCTSSI/ALLMNUALLEDNSTRCTACCORDANCEWml
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ASCE 7-10.Section 30. Wind Loads-Components and 3.THEHOSTSTRUCTURE SASSUMED TO BEADEOUATETOWEHSPAND THELOADSMFOSED BYTHS DESIGN ASWORKREPLACES84STING FRAMNG,OR OPENINGS DESIGNED MDCERTIFED WAN ENGINEER OF RECORD(
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5th Edition 2014 Florida Buildin Code 4.DNIENSDNSARESHOWNTOLLUSTRAMDESGNFORCESANDOTHERDESIGNCRR [kV EYMAYVMYSLDHTLY,TDTHEE MTTHATTHEOPENNG MR SNOTSMALLEA MS%OFTHEENGNEEREDDESDN.
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0 2015 E-Tempest.Com LEGAL FEES&ARPELLATEFEESRESULTNG FROM MATERIAL FABRCATDN.SVSTEd ERECTION,&CONSTRUCTION PRACTICESBEYOND THAT WHICH SCALLED FOR BYLOCAL.STATE&FEDERAL CODES&FROM DEMTDNSOFTHs
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ID:stormtight-PMarciano, Cheryl 6.MONEERNG ExPRESSHASNOTMITED TISJOBSRENFORMATDN CONTAINED HEREIN ISBASED ON CONTRACTOR SUPPLIED DATAMD MEASUREMENT&ENGNEERNG WRESSSHALL NOTES HELD RESPONSELEOR LME N CERTO �rT
_ AN WAYFOR ERRONEOUSOR INACCURATE DATAOR MFASUREMENTSWORKSHALL BE FIELD VERIFIED PRIOR TOCONSTRUCTDN.ENGNEERNO EXPRESSSHALLEENOTFED AND GUM M OPPORTUNTTYTO REEVALUATEOUR
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11/17/2015 Page Ai OI/1. T.HO(CEPiMEXMESSLYPROVIDED HEREIN,NOADDRDNAL CERTFDATDNSOR AFFIRMATDNSMENTENDED.
Al- ADDITIONSOROTHERMARKNGSTOTHSDOCUMENTMENOTPERMITTEDANDNVALEIATEOURCERTFICATION' VALID FOR 1 JOB ONLY