HomeMy WebLinkAboutProduct Approval Property Information Building Information
Owner: Cindy&Tony Feerick Wind Zone: 160 MPH.
Address: 513 Paurotis Ln Exposure Category: B
Ft Pierce,Fl 34982 Minimum Building Dimension: 24 ft.
Mean Roof Height: 15 ft.
is Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) IL Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 61 67 7 30.3 -33.0
. ...... ........ .. . ........ . 11.11 . 1111_.. ......... ....... ....._-
2 Int 36 80 7 31.0 -33.8
..... __.__ ....... _..._..__ _ __. ..........._. _........_ ..........................
3 Int 61 67 7 30.3 -33.0
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
• Florida Building Code Online Page 1 of 4
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~,.r.: >f evo.tucc•.nr'., h"..Ki:r..Srarc:>?,, .atirn-JL,>Application Detail
FL# FL242-R19
a 7 2
%2 p
U LLT.�. Application Type Revision
Code Version2014
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 PGT Industries
Address/Phone/Email 1070Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider ": _
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDquUsDrhuM3D... 12/10/2015
Florida Building Code Online Page 2 of 4
Date Submitted 10/05/2015
Date Validated 10/16/2015
Date Pending FBC Approval
Date Approved 10/2b/2015
---._......._.............._..-----.._....... ----....._.............._._..............
Summary of Products
FL# Model,Number or Name Description
24 %11 ( HR-210(Non_-Impact•) Aluminum Horizontal Roller Window
Limits of Use �— Certification Agency Certificate
Approved for use in HVHZ:Yes FL2.42 219 C CAC 1..`.i f.:09.C5,x3f
......_.........._._........---....._.__.._._..............._.....-..---.._.._....
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/05/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice oft1S _I__4-:?_09".-__-d
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
510(Impact)242.2 WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes =2.242 Pc1,9 C CAC
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2021
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of F1_242 RIS,, 11
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.3 11HR-610(Non-Impact) IlWinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes _L242..R79 C CAC 15-051c,1' pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/27/2021
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of L.2 �€'<I.9 it
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size, and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Part :
i
710(Impact)242.4 WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes rL242 €'�19 C CA.C_3_5-O'519.Q3_pff
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/21/2021
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL2 1-23.9 II 1111"
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Llmits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes _L24_2--R19 C CAC 14-03-20.04 LINA..--dr
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Miami-Dade County Notice of FL24;.2-3_1,9 TI 14-0320X4 LM.cidf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242.,,._F_19—C CnC:_1.5-C's 19.04 St-12_:_d(
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure: N/A Installation Instructions
..-.
Other: Please see the Miami-Dade County Notice of .1.242 t�15--_lI 15-D509.04_ ...... _r_u,.
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM'DD... 12/10/2015
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ww-mmiamidade.Eov/econoinv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall-not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series '=210"jurninum Horizontal Sliding Window-N.I.
APPROVAL DOCUMENT: Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details",
sheets 1 through 8 of 8, dated 12/01/11, with revision A dated 05/26/15, prepared by manufacturer, signed
and scaled by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been Bled and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur.after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dae ounty, Iori a, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#11-1201.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned alcove.
The submitted documentation was reviewed by Manuel Perez,P.E.
` NOA No.15-0609.05
MIAMI•DADECOUNTY Expiration Date: April 05,2017
' Approval Date: Artgust 13,2015
Pagel
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 11-1201.04)
2. Drawing No. MD-HR210-01 titled"Horizontal Roller Window Details",.sheets 1
through 8 of 8, dated 12/01A 1, with revision A dated 05/26/15,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum horizontal
sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.
FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum
letters for each dated 03/22/12, all signed and sealed by Marlin D.Brinson, P.E.
(Submitted under previous NOA No. 11-1201.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manuel ere
Product Control Ex mi�er
N0A No. 15-0 9.05
Expiration Date: April 05,2017
Approval Date: August 13,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-511 Edition
(2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Reports No.FTL-6657 and FTL-6658, issued
by Fenestration Testing Laboratory, Inc.,dated 10/17/11 and 10/18/11 respectively,
both signed and sealed by Marlin D. Brinson,P.E:
(Submitted under previous NOA No. 11-1201.04)
G. OTHERS
1: Notice of Acceptance No. 11-1201.04, issued to PGT Industries,Inc. for their Series
"HR-210"Aluminum Horizontal Sliding Window-N.I.,approved on 04/05/12 and
expiring on 04/05/17.
i
Manuel Per E.
Product Control Extmyler
NOA No. 15-0609.05
Expiration Date: April 05,2017
Approval Date: August 13,2015
E-2
GENERAL NOTES:SERIES 210 NON-IMPACT 120'WIDTH 90•WIDTH
HORIZONTAL ROLLER WINDOW 119aucl<wiDTH ea BucKwIDrH
B SHEETS B SHEETS
5&6
1) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY 5&6
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
[4S INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE I26318"SHEETS _ FIXED SHEETS
DEBRIS REGIONS. A A6&6 A IXED F / A5&6
LIGHT
3) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE 63• 58-1/B' or 56-718'ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. HEIGHT FIXED HEIGHT SASH MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN VISIBLEFIXEDPINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH LIGHT \� VISIBLE VISIBLE
LIGHT LIGHTMIN.KSI PER ANCHOR TYPE,SEE TABLE 1,SHEET 1. 62' 62•
BUCK BUCK
4) ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE HEIGHT HEIGHTCONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 563/16•FIXED27116IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS VISIBLE LIGHTASHDEPICTED AS 2X ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS 1VISIBLE(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER i LIGHT
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORB 3-3116'
ARCHITECT OF RECORD. ALWAYS SEE NOTE A, SEE NOTES B 8 C, ` t^— ALWAYS SEE NOTE A, B —�-1 tom— 3-3/16'
REQUIRED THIS SHEET THIS SHEET `�— 3' REQUIRED THIS SHEET — 3'
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND @ CORNERS @ CORNERS SEE NOTES
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT TYP.XOX(1/4-1/2-1/4)ELEVATION B&C.THIS SHEET
EMBEDMENT AS SPECIFIED ON TABLE I,SHEET 1.NARROW JOINT TYP.XOX(1/3-113-1/3)ELEVATION
SEALANT IS USED H ALL FOUR CORNERS D THE FRAME. rF��'
74•WIDTH H
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL "BUCKWIDTH A
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF SHEETS TABLE 1:
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE B 5&8 Anchor Min.Edge Min.
SCOPE OF THESE INSTRUCTIONS.
Anchor Substrate
Group Distance Embedment
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE 1/4"Steel
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS — ------ -I----- - A Hallow Block,(ASTM C90) 2-112" 1-1/4"
Ullracon
CAPABLE OF TRANSFERRING APPLIED LOADS-SHIM TO BE NO MORE I SHEETS #12,Steel P.T.Southern Pine
THAN 1!4'THICK.WOOD BUCKS,BY OTHERS,MUST BE C C 5&6 _ (SG=.55) 9116" 1-3/8'
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY / I / B yLSMS(G5).or A36 Steel,.125'min 3/B" Min.of 3 threads
THE WINDOW. 72' / N12'410'SS— A653 Stud,Gr.33.0.0346"min.(20 Ga) 316" beyond metal
HEIGHT SMS Aluminum,6063-T6,,125"min. 3/B" substrate
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST 65-718' 67-118 1/4"Steel Concrete(min.2.9 ksl) 1" 1-3/8"
'
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E130D. 71• SASH I C Ullracon Grouted-filled Block,(ASTM C90) 2-112"
BUCK FIXED
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, VISIBLE VISIBLE 1!4"410 SS Concrete(min.3.4 ksi) 1' 1-314"
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER HEIGHT LIGHT I LIGHT CreteFlex Hollow Block,(ASTM C90) 1-314" 1-114"
ASTM E1300.—A 33.9116' 33-9116"
6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED SASH I FIXED A
TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED VISIBLE VISIBLE
DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN LIGHT I LIGHT
USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION
WEEPHOLE NOTES.(SEE WEEPHOLE DETAILS,SHEET 7 OF 8)_
FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO A.REQUIRED IF WINDOW WIDTH IS OVER 6T'.
WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER ALWAYS 3' B —► �-+— 3-3/16' B.REQUIRED IF WINDOW WIDTH IS OVER 45'AND UP 70 67'.
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE REQUIRED C.REQUIRED IF WINDOW WIDTH IS OVER 89".
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. @ CORNERS-7--SEE_NOTE_D,.THIS SHEET D.REQUIRED IF WINDOW WIDTH IS OVER 45'. PRODU(.'I'REVISED
complying wilh the Florida
—TYP.XO ELEVATION(OXSTM:) enhdhlgCede
9) REFERENCES:TEST REPORTS FTL-6657&6658;ELCO _ - - I 1111 I I/ AcceplanceNo 15'o6oq.o5
ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. GENERAL NOTES. �� LYNN hql vii Revised By: Date: Revielon: ER Irerion Dnle �t7
...........................1 �� y ......., C(F i� I
ELEVATIONS....................................1 :r`t� FI4SE ''• .Q p1.
10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS ANCHOR SPECIFICATIONS............1 : �a� \'\C /% Mi r�adeProductO-unj
•'."�< Revleed By: Dcle: Revielon:
FORMERLY KNOWN AS THE 201 SERIES. ANCHOR SPACINGIQUANTITIES...2 J0705 SC 05/26/15 TABLE 1
DESIGN PRESSURES,XO/OX........3 --t( N0.
DESIGN PRESSURES,XOX............4 —
DESIGN PRESSURE RATING IMPACT RATING — _ ® Deecripthn: Drain By:
VARIES, NOT RATED FOR INSTALLATION.STD
:::::::::::::..::s =-G'•., S �q tis :'w� GENERAL NOTES&ELEVATION J ROSOWSKI
SEE SHEETS 3&4 IMPACT RESISTANCE GLAZING DETAILS..........................7 %'f1 S AIF
CORNER ASSEMBLY......................7 �i 0. •. FLOR\OP.',(�` 10N�VENICE,TECHNOLOGY
34275� Rile: Dale:
EXTRUSION PROFILES..................8 �' SION n�-�\`� P.O. BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
PARTS LIST..................................... 8 �rII III NOKOMIS;FL 34274
A.AIJWLLER,P.E. Serlee/Model• Scale; Sheet: OroMinp Na. Rer,
P.E.q 60705 CERT. OF AUTH. 828296 HR-210' NTS 1 OF 8 MD-HR210-01 A
I � _
I
SEE TABLE 2,
THIS SHEET,FOR XO,OX 8 XOX:
1 ANCHOR ON 1 ANCHOR ON 1 ANCHOR ON EGRESS HEIGHT: WH-4-518
EACH SIDE OF EACH SIDE OF ANCHOR EACH SIDE OF XO 8 OX:
1 ANCHOR AT THE MEETING 1 1NCHOR AT 1 ANCHOR AT THE MEETING QUANTITIES THE MEETING 1 ANCHOR AT EGRESS WIDTH:(WW/2-34/2)
CORNER CORNER CORNER RAIL CORNER
RAIL RAIL
i— � XOX(114.112.114):
_.___ VMAX EGRESS WIDTH:(WW14-2.5116)
----- ----- XOX(113-1/3.1/3):
EGRESSWIDTH:(WW/3-6)
MIN.3
MIN.3 ANCHORS IN
ANCHORS IN JAMB FOR 17"MAX
JAMB FOR / / 17'MAX.O.C.FOR WINDOWS UP O.C.
WINDOWS UP WINDOWSUPT063' T044-MINA
TO 44';MIN.4 TALL,20"MAX.O.C. ANCHORS IN
ANCHORS IN / / FOR WINDOWS OVER 63' JAMB FOR
JAMB FOR WINDOWS
WINDOWS j-' " "- OVER 44" a
OVER 44' IT
a _ ,--------- _ �
----- J, 6'MAX.
6-MAX, `�-- I
6'MAX. Imo— 6"MAX.7FRO�M —IMAX.
MEETING RAI
6'MAX. (~ 6' .FROM X0,OX&XOX:
�— CE ROF ANCHORAGE FOR ALL XOX(1/4-1/2-1/4)CONFIGURATIONS SASH VISIBLE LIGHT HEIGHT:(WH-6.118)
MEETI GRAIL(X2) FIXED VISIBLE LIGHT HEIGHT: -4.7/8
_ _ T XO 8 OX:
ANCHORAGE FOR ALCXO7O CON IGURATi"DNS TABLE 2: SASH 6FIXED VISIBLE LIGHT WIDTH: 2-3.7/16
FRAME HEIGHT XOX(1/4-112-1/4):
SASH VISIBLE LIGHT WIDTH:(WW14-3.7116)
FRAME FRAME 383/8" 44" 50-%F1 QED FIXED VISIBLE LIGHT WIDTH:(W W12.3-13116)
TYPE WIDTII ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP XOX(113-113-113):
SASH 8 FIXED VISIBLE LIGHT WIDTH:(WW/3-3-9116)
1 A B C A B C A B C A B C
1 ANCHOR ON ANCHOR ANCHOR ON 53-1/8" 1 1 1 1 1 1 1 1 1 1 1 1
EACH SIDE OF AT ACH SIDE OF 74" 2 2 1 1 2 1 1 1 1 1 1 1
1 ANCHOR AT 1 ANCHOR AT
THE MEETING FIXED HE MEETING STANDARD
CORNER RAIL LITE RAIL CORNER 85" 2 2 2 2 2 1 1 2 1 1 1 1
MEETING ;. 2 3 2 2 2 2 2 2 1 1 1 1
6'MAX. RAIL
109" 3 3 2 2 3 2 2 2 2 1 �2 1
rt 120" 3 3 3 3 3 2 2 2 2 2 2 1
53.118" 1 1 1 1 1 1 1 1 1 1 1 1
MIN.3 I ;HEAVY, IIICM 2 2 1 2 2 1 2 2 1 1 1 pts
ANCHORS IN ,-"1111,1 85" 2 2 2 2 2 2 2 2 2 2 2 1
JAMBFOR MEETIN 9T' 2 3 2 2 3 2 2 2 2 2 2 2
WINDOWS UP 17"MAX. RAIL] 103" 3 3 2 3 3 3 3 3 2 2 2 2
TO 44',MINA O.C.
ANCHORS IN 120' 3 4 3 3 4 3 3 3 3 2 2 2 PRODUCT REVISED
JAMB FOR SEE TABLE 1,SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. os cmnplying wilh the FIwIda
WINDOWS Building Code
OVER 44' a _N011111111", AcccL'spitollon Date 15'OfcW. �)
I \N'UN( 41/� ivRevised By. Dole: Revision: I
—11 !
By�P�•,•''ACENS. Mami oda Product
6"MAX. •.•* Revised B7: Dole: Revf lon:
LI I If I I ' ��;` No.5a7Bs SC 05/26/15 NO CHANGES
6"MAX. --� i-- _ I 6"MAX.FL – = I
Fes— MEETING AIL(X2) !-O'. Q'= ® Oesedplion:
ANCHOR SPACING&QUANTITIES J ROSOWSKI
:.() ST TE O
ANCHORAGE FOR ALL: (1/3-1/3-1/3)CONFIGURATIONS t(�•.r(OR1O1%.•'G\? 1070 TECHNOLOGY DRIVE 7111e: Dale:
ON���T\ N.P.O. BOX 152
297s HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
/111111I11j1 NOKOMIS: FL 34274 Serfes/Abdel: Scale: Sheet: Dmwlny No. rA
A.LYNNMILLER,P.E. CERT. OF AUTH. 129296 HR-210 NTS 2 OF 8 MD-HR210-01
RE.N 68705
PRODUCT RFVISFD
ns complying milh tho Flmidc
"cgluc g C.d.
A15-0609.05
cceptwNo
Fr irmfon Dale 17
TABLE 3: Dy- 1
Miood ndc Product Oonhdl /
XO OR OX MAXIMUM DESIGN PRESSURE RATING(psi lJ
CONFIGURATIONS _
STANDARD MEETING RAIL --HEAVY DUTY MEETING RAIL
FRAME GLASS _ TABLE 4:
WIDTH TYPE FRAME HEIGHT L--""�-FRAME HEIGHT �a Glass Types
38316" 44" 50-518" 63" 38-3/8" 44" 505/8" 63" `72"-�
_ 7 1/8"Annealed O j o
Glass 1 +55.01-90.0 +55.0/-90.0 +55.0156.9 +55.0/67.9 +55.0/-90.0 +55.01-90.0 +55.01-86.9 +55.0187.9 WA 1/8"Tempered co J o
26-1/2" Glass 2&3 +55.0/-90.0 +55,01-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 3176"Annealed o Q N
Glass 4&511+55.01-90.0 +55.01-90.0 +55.0/50.0 +55.01-90,0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90,0 +55.0/-90.0 2
1!4"Annealed S
Glass 1 +55.01-73.5 +55.0/-61.2 +55.0/56.0 +49.7/•49.7 +55.01-73.5 +55.0/-61.2 +55.0/-56.0 +49.7/149,7 WA ❑ F '
1/8"Annealed-1/4"Alrspaca1/8"Annealed ❑
37" Glass 2&3 +55.01-90.0 +55.0150.0 +55.0/•87.2 +55.01-67.2 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-77.9 3 U
3/16"Annealed-3116"Airspace-118"Annealed W O
Glass 4&5 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/84.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-78.1 3/76"Tempered w []
OD
Glass 1 +55.0/-67.5 +53.7153.7 +44.61-44.6 +35.5/-35.5 +55.0/-67.5 +53.7/53.7 +44.6/44.6 +35.5/•35,5 N/A 4 Z X Z LL
1!4"Tempered
Glass 2 +55.0/-90.0 +55.0/5D.0 +55.0/-75.0 +55.01-57.1 +55.0/-90.0 +55.0/-90.0 +55.0/-69.2 +55.01-77.2 +55.0/-65.8 2 O y O
45" 1/8"Tempered-1/4"Alrspace-1/8"Tempered
Glass 3 +55.01-90.0 +55.0/50.0 +55.0/-75.0 +55.01-57.1 +55.0/-90.0 +55.0/-90.0 +55.0/-80.3 +55.0153.9 +55.01-57.1 6 0 =U X w S
3176"Tempered-31116'Airspace-1/8"Tempered W
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-71.4 +55,0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-77.4 +55.0/-66.0 OZ w J
Glass 1 +55.01-66,0 +53.1/53.1 +43.6/-43.6 +32.31-32.3 +55.0/-66.0 +53.1/53.1 +43.6/-43.6 +32.3152.3 WA NOTES: 5 O ~
Glass 2 +55.0/-90.0 +55.0/-85.1 +55.0/70.5 +53.4/-53.4 +55.0/-90.0 +55.0/-88.9 +55.0/-79.9 +55.01-68,0 +55.0/-61.3 1)USE THIS TABLE FOR ALL XO/OX WINDOWS PER Lo U) 0_ Z
49 THE ELEVATION ON SHEET 1.DIMENSIONS SHOWN � U -
Glass 3 +55.01-90.0 +55.0/-85.1 +55.0/-70.5 +53.41-53.4 +55.0/-90.0 +55.0/-90.0 +55.01-78.5 +55.0158.1 +50.6/-50.6 N _j
ARE TIP-TO-TIP.
Glass 4&5 +55.0/-90.0 +55.01-90.0 +55.01-88.1 +55.01-66.7 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-72.3 +55.0/-61.5 a Z o
Glass 1 +55.01-63.7 +52.4/52.4 +43,51133.5 +31.21-31.2 +55,0/-63.7 +52.4/52.4 +43.5/-43.5 +31.2/-31.2 NIA 2)FOR SIZES NOT SHOWN,ROUND UP TO THE g
o O
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION Z O N
Glass 2 +55.0/-90.0 +55.01-81.0 +55.01-66.7 +50.21-50.2 +55.01-90.0 +55.0/•85.0 +55.0/-73.B +55.0159.4 +54.01-54.0 SHOWN ON THE TABLE.
53-1/8" Glass 3 +55.01-90.0 +55.01.81.0 +55.01.66.7 +50.2/50.2 +55.01-90.0 +55.01-90.0 +55.0/-78.3 +55.0/56.2 +46.8/146.8 B ' U SS g
3)DESIGN PRESSURES MAY BE INTERPOLATED •7 •� � �W �O
Glass 4&5 +55.01-90.0 +55.0/-9D.0 +55.0/$3.4 +55.0/62.7 +55.01-9D.0 +55.0/-90.0 +55.0/-90.0 +55.0168.0 +55,01-57.4 BETWEEN SIZES. x z ❑ 1 x
Glass 1 +55.0/-59.2 +50.4/50.4 +42.8142.8 +31,81-31.8 +55.01-59.2 +50.4150.4 +42.81-42.8 +31.81-31.8 WA
61" Glass 2 +55.01-89.2 +55.0/-75.1 +55.01.61.1 +45.4/135.4 +55.01-89.2 +55.0/-79.3 +55.0/-67.2 +51.01-51.0 +44.0/-44.0 CONFIGURATIONS APPLICABLE TO THIS SHEET:
Glass +55.01-90.0 +55.0/-75.1 +55.01.61.1 +45.4/135.4 +55,01-90.0 +55.01-90.0 +55.0/-77.0 +55.0/-57.2 +46.4/136.4 � N
Glass 4&5 +55.01-90.0 +55.0/-90.0 +55.0/-76.4 +55.01-56.7 +55.0/-90.0 +55.01-90.0 +55.0/-82.9 +55.01-61.5 +51.8151,8 g12
O x�
Glass 1 +55.0/-56.3 +48.5/138.5 +41.61141.6 +32.01-32.0 +55.01-56.3 +48.5/48.5 +41.6/41.6 +32.0/•32.0 WA 21jm'e; a
X66'' Glass +55.0/-79.7 +55.0/-72.5 +55.0/58.5 +43.0/-43.0 +55.0/-79.7 +55.0/-77.1 +55.0/-65.2 +49.3/-49.3 +41.2/-41.2 � ieoY o
{ oGJa`_ss3� +55.0/-79.7 +55.0/-72.5 +55.0/58.5 +43.0/43.0 +55,0/-79.7 +55.0/-79.7 +55.0/-74.9 +55.0/57.6:447-.014-7;07 ez 9 g
Glass 4&5 +55.0%79.7 +55.0/-79.7 +55.0/-73.1 +53.8/-53.8 +55.01-79.7 +55.0/-79.7 +55.0/-79.3 +55.0158.3 +48.9148.9
Glass 1 +51.11-51.1 +44.2/134.2 +38.91-38.9 +3D.0/-30.0 +51.1/-51.1 +44.2144.2 +38.91-38.9 +30.01-30.0 WA
Glass 2 +55.0/-63.5 +55.0/•83.5 +55.0/55.3 +40.0/-40.0 +55.01-63.5 +55.0/53.5 +55.0/-62.0 +47.91.47.9 +39.8/-39,8 xo
74 Glass 3 +55.0/-63.5 +55,0/63.5 +55.0155.3 +40.01-40,0 +55.01-63.5 +55,0/53.5 +55.01-63.5 +54.1/54.1 +45.0/-45.0 "S' tib'
Glass 4&511+55.0/-63.5 +55.01-63.5 +55.0/•63.5 +50.01-50.0 +55.0/-63.5 +55.0153.5 +55.01-63.5 +54.2154.2 +45.1/45.1
z of lt"w
6
a �z o.ZZ
u \ �n�;O ul
<.,
OX `
I l l
'err//Il��O`\\
PRODUCT RBVISGD
as complying with the Rcii&
Building Code
A �rj�OrpOQ Q
tteptat¢e Nu 5
Rmigdi.n Date 17
TABLE 5: Uy
Miran Dado Ptoduet Con
=CONFIGURATION MAXIMUM DESIGN PRESSURE RATING(psq
STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL
FRAME GLASS FRAME HEIGHT FRAME HEIGHT TABLE 6: Y rr Q
WIDTH TYPE 38-318" 44" 50-5/8" 63" 38-3/8" 44" 50.518" 63" Glass Types r
O t-
Glass 2&3 +55.0/-90.0 +55.0/-90.0 +55.0/-76.3 +55.0/-59.2 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-78.9 3116"Annealed O c� o
ZO 49" 2 1/4"Annealed 0 J
Glass 4&5 +55.0/-90.0 +55.0/-90.0 +55.0/-89.1 +55.0/-69.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 �O o
F 53-1/8" Glass 2&311+55.0/-90.0 +55.01-84.7 +55.01-71.4 +55.01-55.1 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-73.5 3 116"Annealed-1/4"Airspace-1/8"Annealed ; @
Glass 4&5 +55.0/-90.0 +55.01-90.0 +55.0/-83.2 +55.0/-64.3 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 3/16"Annealed-3116"Airspace 118"Annealed g �@
L24 3116"Tempered g
Glass 2&3 +55.0/-90.0 +55.0/-76.3 +55.0/63.9 +49.0/49.0 +55.0/-90.0 +55.0/-90.0 +55.0/-85.1 +55.01-65.3 m
Z 61" Glass 4&5 +55.0/-90.0 +55.0/-89.0 +55.01-74.5 +55.0/-57.1 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0%84.5 1/4"Tempered W O
0 74" Glass 2&3 +55.01-61.0 +55.0/-66.8 +55.0/-55.3 +41.9/-41.9 +55.01-90.0 +55.0/-86.9 +55.01-73.7 +55.01-55.8 6 1/6"Tempered-lW Airspace-1/e"Tempered Z Z LL
Glass 4&5 +55.0%90.0 +55.0/-77.9 +55.01-64.5 +48.8/48.6 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0%72.2 3116"Tempered-3/16"Airspace-1/6"Tempered 2 x '0.
85" Glass 2&3 +55.0/-75.6 +65.0/-61.5 +50.4/-60.4 +37.7/-37.7 +56.01-90.0 +55.0/-81.8 +65.0/-67.2 +50.3/-50.3 a a() OX d
Glass 4&5 +55.0/-08.2 +55.0/-71.7 +65.0/-58.8 +44.0/44.0 +55.01-90.0 +55.0/-90.0 +55.0/-86.9 +55.0/-65.0 O W
Glass 2&3 +55.0/-73.8 +55.01-59.6 +48.6/-46.6 +36.2/-36.2 +55.0/-90.0 +55.0/-79,5 +55.0/-64.8 +48.2/-08.2 Z � ••F�-
90" NOTES: O `Z
Glass 4&5 +55.0/-86.1 +55.01-69.6 +55.01-56.7 +42.21-42.2 1+55.0/-90.0 +55.0/-90.0 +55.0/-83.9 +55.0/-62.4 In In of
USE THIS TABLE FOR ALL XOX WINDOWS PER � �
Glass 2 +55.01-90.0 +55.0/-79.5 +55.0/-66.4 +50.81-50.8 +55.0%90.0 +55.0/-85.0 +55.0/-73.8 +55.01-59.4 THE ELEVATIONS ON SHEET 1.DIMENSIONS � W J
SHOWN ARE TIP-TO-TIP. (V
53-1/6" Glass 3 +55.01-90.0 +55.0/-79.5 +55.0/-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.0/-56.2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE g b r j 0. Z o
Glass 4 &5 +55.0/-90.0 +55.0/-90.0 +55.0/-77.5 +55.0/-59.2 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-87.5 $ Z O N
HT
NEXT AVAILABLE WIDTH OR HEIGDIMENSION
Z Glass 2 +55.01-80.4 +55.0/•64.9 +52.9/-52.9 +39.31-39.3 +55.0/-83.1 +55.01-72.8 +55.0/•62.0 +47.91-47.9 SHOWN ON THE TABLE. B c
O 74" Glass 3 +55.01-80.4 +55.0/-64.9 +52.91-52.9 +39.3/-39.3 +55.01-90.0 +55.0/-79.6 +55.01-70.0 +52.5/-52.5 S)DESIGN PRESSURES MAY BE INTERPOLATED S S6 W a O
Q Glass 4&5 +55.01-90.0 +55.01-75.8 +55.0/-61.8 +45.9/-45.9 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-67.8 BETWEEN SIZES. a❑ _
Le Glass 2 +65.0/-74.7 +55.0/-61.2 +49.1/49.1 +35.8/-35.8 +55.01-74.7 +55.0/-67.2 +55.0/-58.9 +46.81-46.8
S2 85" Glass +55.01-77.2 +55.01-61.2 +49.1/-49.1 +35.8/-35.8 +55.01-81.9 +55.01-71.1 +55.0/-62.8 +47.8/-47.8 CONFIGURATIONS APPLICABLE TO THIS SHEET: ® n + r
14
Z Glass 4&5 +55.01-90.0 +55.01.71.4 +55.0/-57.3 +41.81-41.8 +55.0/-90.0 +55.0/-90.0 +55.01-84.6 +55.0/-61.8 N
8 Glass +55.0/-65.3 +55.01-58.8 +46.3/-46.3 +33.1/-33.1 +55.0/-65.3 +55,01-60.0 +53.7/-53.7 +43.9/-43.9 Sd
9T'
Glass 3 +55.0/-72.5 +55.0/-58.8 +46.31-46.3 +33,1/-33.1 +55.0/-72.5 +55.0/-63,7 +54.71-54.7 +44.21-44.2 =0m'N
N Glass 4&5 +55.01-87.0 +55.0/-68.6 +54.1/-64.1 +38.7/-38.7 +55.0/-90.0 +55.0/-90.0 +55.01-79.9 +55.0/-57.1 a �;d o 0
dY
Glass 2 +55.01-56.7 +53.4/-53.4 +44.7/44.7 +31.21-31.2 +55.01-56.7 +53.41-63.4 +48.4/-46.4 +40.5/40.5 c= °z
109" Glass 3 +55.0/-64.8 +55.0/-55.8 +44.7/44.7 +31.2/-31.2 +55.0/-64.8 +55.01-55.8 +48.2/48.2 +39.6/-39.6
Glass 4&5 +55.0/-84.7 +55.0/-66.5 +52.2/-52.2 +36.4/-36.4 +55.0/-90.0 +55.0/-90.0 +55.0/-77.1 +53.8/-53.8
Glass +49.71-49.7 +47.91-47.9 +43.6/-43.6 +30.01-30.0 +49.7/-49.7 +47.9/•47:9 +44.31-44.3 +37.51-37.5 xox(1/a-1/x•1/31 `\``` J3n//
120" Glass 3 +55.01-57.6 +51.11-51.1 +43.6/-43.6 +30.0/-30.0 +55.0/-57.6 +51.1/-51.1 +44.1/-44.1 +35.8/-35.8 ;t
Glass 4&5 +55.01-83.2 +55.0/-65.0 +50.9/-50.9 +35.01-35.0 +55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/-51.7 ;a
V� _ S;•u,
O
r•'•U f\P- W
O'''•.
xox(1/4.1/2-1/4) '%,��h b r I 1
INSTALLATION OPTION 1 ONCREMCMUPERANCHOR STANDARD MEETING RAIL O ,XWDDD
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT TYP.ANCHOR TYPE, BUCKSTRIP,
'
EMBEDMENT AND EDGE SEE NOTE 2, CONCRETE
EDGE
OPTIONAL 2X WOOD DISTANCE EMBEDMENT 11 DISTANCE PER SUBSTRATE, THIS SHEET. PER MU
80 ADDON
SEE TABLE 1,SHEET I. ANCHOR
FLANGE @ 1/4'MAX REOUIRE-
HEAD, EDGE SHIM 23 93 30 90 MENT
SILL&JAMBS O DISTANCE x64 X 10
EMBED-
MENT
_ 44
SASH
T SASHI — I VISIBLE I
TYP.ANCHOR VISIBLE I 0 ^^^111 LIGHTEDGE
1 TYPE, ENT 57 LIGHT — WIDTH DISTANCE
ANDDEDGEEDGE WIDTH °'
II II DISTANCE PER FIXED
II I� SUBSTRATE.SEE 76 VISIBLE 74
�I �I TABLE 1,SHEET 1. 2� 24 LIGHT 70 5
jl II I 80 O WIDTH O EMBED-
21 STANDARD
II II II 21 O EXTERIOR OO MEETING RAIL 1X WOOD MENT
II II II INSTAL ATION MEETING RAIL ffTT BUCK
II l i! OPT�2 V INSTALLATION
VISIBLE II FIXED I �I I� INSTA— L�`TTION OPTION 3
I� I� �I ANCHORS DIRECTLY BUCK WIDTH
LIGHT TIP-TO-TIP WIDTH INSTALLATION ANCHORS
HEIGHT II II II INTO MAkNRY. THROUGH 1XBUCKSTRIP
SASH HORIZONTAL SECTION A-A INTO MASONRY.
Ij II ;I
I I VISIBLE
TIPTIP 11 II LIGHT —^I 1/4'MAX.SHIM
I
HEIGHT ��Ii ii it HEIGHT ; 5 4 2X WOOD TYP.ANCHOR TYPE,
BUCK III II Nit STEEL
HEIGHT O I!I DISTANCE PER SUBSTRATE,
I X SELF-DRILLING 10 X 11 EMBEDMENT AND EDGE
II I� jI
I I I SMS(G5),SEE TABLE
1,SHEET I. SEE TABLE 1,SHEET 1.
_—___ _____
II 1I jI
24 11 �I II DADE APPROVED
jI I� �I 32 MULLION,ALUMINUM, I _. I I 0
II 31 STEEL FRAMING OR STEEL —mil SASH VISIBLE II'�
II I STUD.SEE SUBSTRATE - LIGHT WIDTH — _ —_ _
57 II II PROPERTIES,TABLE 1,
I I 4'CUT LENGTH SHEET 1.
12 @ EACH
3 MEETING RAIL EXTERIOR 25 I FIXED VISIBLE I
INSTALLATION v ���111 LIGHT WIDTH
TYP.ANCH0' -PE �/ STANDARD INSTALLATION
OPTION 4 MEETING RAIL 6 OPTION 1
EMBEDMENT AND E GE INSTALLATION BUCK WIDTH INSTALLATION
2 DISTANCE PER ANCHORS TIP-TO-TIP WIDTH ANCHORS INTO 2X
SUBS.TE.SEE DIRECTLY INTO
29 TABLE I,SHEET I. METAL. HORIZONTAL SECTION C-C WOOD.
BUCKSTRIP. NOTES:
SEE N TE 2, 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1.FOLLOW EMBEDMENT AND EDGE PRODUCT RL•VISED
THIS S EET. DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 13emrnpl camptyinr�vilh the Florida
nCode
I/4'M SHIM 1111 Acc'ptviccNo 15-OrvfJq.OJC
2)ALL WOOD BUCKS LESS THAN 1-112' B lotion Dnle 01 p
\\ "/l,
/ Revised By: Dale: Revlslan:
THICK ARE TO BE CONSIDERED 1X \\\ �(LYNN 1 ///
INSTALLATIONS.IX WOOD BUCKS ARE ,rU`,.-••"'•••'��C` /ice By
1X WOOD - CON RETEPER OPTIONAL.UNIT MAY BE INSTALLED ��,.•'�,\CENSE ••,'P Mimi adeplvdut4Cmlhol
BUCK =• ANC OR DIRECTLY TO SUBSTRATE.WOOD BUCKS Q' ••.-K Revised By: Dote: Revfsfon;
EXTERIOR REQU IREMENT DEPICTED AS 2X ARE 1-lt2'THICK OR -1: ' No.50705 SC 05/26/15 NO CHANGES
• '• •'. GREATER.1X AND 2X BUCKS(WHEN =
USED)SHALL BE DESIGNED TO PROPERLY : 0•— p Deecripflon: Dram By:
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. o s����� ui� INSTALLATION DETAILS,STD MR J ROSOWSKI
OPTION 3 WOOD BUCK DESIGN AND INSTALLATION TAT O :aV
VERTICAL SECTION B-B INSTALLATION ANCHORS ENGINEER OR ARis THE CHITECT ECT OF RECORD.BILITY OF THE �C '•/LOR101•'' �j;` 10N.VENICE,70 DFLG34275� Title: Dole:
THROUGH IX BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE I/4-. ///�'-SC ��\•' P.O. BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
INTO MASONRY. //7j CNA, ��• NOKOMIS;FL cafe:34274 Serfes/Modal• SSheet: Drosing No. Rev.
A.Lf�fIfJ I.IILLER.P.E. CERT. OF AUTH. 29296 HR-210 NTS 5 OF 8 MD-HR210-01 A
' P.E.p 58705
e
CONCRETETCMU
INSTALLATION OPTION 1 PERANCHOR HEAVY DUTY MEETING RAIL 7 1X WOOD
TYP,ANCHORTYPE, BUCKSTRIP,
INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT 'CONCRETE
EDGE EMBEDMENT AND EDGE SEE NOTE 2, OR CMU
OPTIONAL 2X WOOD DISTANCE �{— EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. . PER
80 ADDON 11 SEE TABLE 1,SHEET 1. ANCHOR
FLANGE @ F. .. - _ 1[4'MAX REQUIRE-
HEADSILL 8 JAMBS EDGE SHIM 23 93 30 54 90 X
EMBED- 10 MENT
DISTANCE X
_
MENT
_ 44 > 1
__—— I SASH
SASH0 I VISIBLE
TYP.ANCHOR VISIBLE ����111 LIGHT EDGE
1 TYPE,EMBEDMENT 5T LIGHT f� _ _ _ WIDTH DISTANCE
AND EDGE _ WIDTH
II II DISTANCE PER FIXED •
II II SUBSTRATE,SEE 78 74
7
I� I� TABLE 1,SHEET 1. 26 24 �^T LI GI HT f 0 O
jl �I 11 80 WIDTH 1X WOOD EMBED-
II II II 21 INSTALLATION EXTERIOR BUCK MENT
II ll n HEAVY DUTY HEAVY DUTY INSTALLATION
FIXED I,I II II OPTION 2 v 7 MEETING RAIL 7 MEETING RAIL OPTION 3
I 1 II INSTALLATION BUCK WIDTH
VISIBLE II li I ANCHORS DIRECTLY INSTALLATION ANCHORS
HEIGGHT ll II I11 I INTO MASONRY. TIP-TO-TIP WIDTH THROUGH 1X BUCKSTRIP
it �I 11 SASH INTO MASONRY.
HORIZONTAL SECTION A-A
I
TIP-TO-TIP �I 1, LIGIHT —�{ {.--- 1/4•MAX.SHIM
HEIGHT I I� 1 HEIGHT
II I ,J TYP.ANCHOR TYPE,
I II II 012 STEEL v 4 2X WOOD EMBEDMENT AND EDGE
BUCK O II I� �I X SELF-DRILLING 10 11 DISTANCE PER SUBSTRATE,
HEIGHT II li II SMS(G5),SEE TABLE X \ SEE TABLE 1,SHEET 1.
1,SHEET I.
I� ii jl
24 DADE APPROVED ---=
118"ANNEALED OR
1 TEMPERED GLASS PRODU T,g USEDffioodds
O 8 1 �I 90 Uuilding coda I
40 54 AcceplanccNo �0(oOQ,Q�
40 II Bspimliun Umc Irl
.382'MIN. ji BY 1
27 I GLASS BITE I Alituni adc Product
a 81
10 i 1/8"GLAZING DETAIL a Q
0
3/16'ANNEALED OR _ 1/4'ANNEALED OR �7 _ O
TEMPERED GLASS r TEMPERED GLASS I r d
3 2s p g Q o (n J N
e A
%GLASS
At,
922 `3 1P55 56 W.382'MIN. .382'MIN. W .GLASSBITE BITE N
81 � Cn C) 00
T I Z g Z_ LL
_ 0 oO
4D 40 / ` 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL Ucd O } w
2 B 2 a Z Jro --I
o ff
1/2'MIN.
0 FRAME SASH 40 MEETING — GLASS STACK W W Z
zs CORNERS CORNERS RAIL 1/4"AIRSPACE U) —1
1/8•ANNEALED OR N U)
TEMPERED GLASS Q
1/8'ANNEALED OR V
ASSEMBLY DETAILS i TEMPERED GLASS o o O N
57 II SII 93 '. "Z N v(Y
.382"MIN. II II v U aO BO "
GLASS SITE II II a o U = H
fl OSILLADAPTER 53 81
I
jl 1/2"I.G.GLAZING DETAIL ; N_M
3 3 1/4"AIRSPACE
z Ld
SUmr/1 Q
_
1/2'MIN.
2 GLASS STACK
.330' 3/16"AIRSPACE
TEMPERED
OR
TEMPERED GLASS 1!8•ANNEALED OR
180' TEMPERED GLASS
O OT .475• I 11LIII IIID
1I I 67 Il Il 94 \��`I
I� 1.200• ----I I-- 1.200• i� Il `�t ,.` '/I,b",
.382"MIN. I I •' .,2% a
WEEPNOLES GLASB
1.600' 810,Tj
1 r:w v°i 52 .u zWEEPHOLE DETAILS ov zSILL > z 4:GO:-''• I
SHOWN WITHOUT WEEPHOLE COVERS. 1I2"I.G.GLAZING DETAIL a
SEE SHEET 1 FOR QUANTITY AND SPACING i 'y� •. LJ 1
3116'AIRSPACE i�by;•......••''•�(���: �
l
TABLE 7:
Imo— 2.000'
Item Dwg# Part# Description Materiel .875' r— 1.542'
1 215B 6215W Frame Head 6063-T6 I 1'542
' --r-77
2 264 6264W Frame Sill 8063-T5 2.DDD
3 265 6265BW Sill Adapter 8063:m TT
4 218A 6218W Frame Jamb(Fixed) 6063-Te T 2.824• 062• 062• —
5 219 61088W Frame Jamb(Operable) 8063-T5 oso 24 20
6 220B 6220W Fixed Meeting Rail 0083-TB os2 2.428' 21 2 9
7 207 6267W Heavy Duly Fixed Meeting Rall 6063-T6 1.827•
8 223A 6223W Sash Top&Bottom Reil 0083-T6
9 223A 6223W Sash Bottom Rail 6063-T6
10 2218 6221 BW Sash Side Rail 6063-T6 .062
11 222 6222W Sash Meeting Rail 6083-T6 oso
12 270 6270W Dogbone Reinforcement 6063-T8
13 2785 02785W Sash Sto 6063-T5 O FRAME HEAD O FRAME SILL O SILL ADAPTER O FRAME JAMB(FIXED) O FRAME JAMB(OPERABLE)
20 4080 74080BK Meeting Rail SweepLatch Plug Rigid PVC 6063-T5ALUMINUM 6083-T5ALUMINUM 6063-T5ALUMINUM 6083-T6ALUMINUM 606375 ALUMINUM
21 242 42105W Sash Top Guide(Anti-rack) Rigid PVC 1.662
22 227 42114W End Cap Rigid PVC
23 1213 6Q20OK .190"X.200"Q-lon Wsl .(Frame) Flex PVC 70
24 4066 64066G .18T'X.230"Fin Wst . f �— 1.815'
25 1003C 66601K Bulb Vinyl Wst . Sash Flex PVC 70 .050• �{ 1.749 —
26 275C 70275CK Frame Sill Gasket Polyethylene �{ .926• I�— 093•r .062• 1--
1.662• 2.010' T Il
27 273A 70273AK Frame Head Gasket Polyethylene � .osz• — I/
28 280 70280BK Sash Gaskets Polyethylene 1.605• 1,457•
.093• }---
29 7HRKfTW Wee hole Cofer Plastic 1 010. 1.062• .os2•
30 1096 7109OW Sweep Latch Cast Zinc
31 225 42112N Roller Housing&Guide Vinyl .062 1 L_
32 226 7BRWHL2 Roller Brass —L
40 1155 781 PQA #8 X 1"QUAD Pn SMS Steel O FIXED MEETING RAIL O HD FIXED MEETING RAIL O SASH TOP 8 BOTTOM RAIL 10 SASH SIDE RAIL 11 SASH MEETING FAIL
41 1155-1 781 PQX #8X1"Sq.Pn.SMS 410 SS 6063-TO ALUMINUM 6063-T5ALUMINUM 6063-T6 ALUMINUM 6063-T6ALUMINUM 6063-T6ALUMINUM
42 781PSTX #8 X 1"Sq.Pn.Twin Fast SMS 410 SS
43 78X38PSA #6 X.375"S .Pn.SMS Steel
44 1016 7856WW #8 X.825"Ph.Fl.SMS Steel
50 1265-3 712053K Setting Block 3132"X 114"X 1" EPDM f' 1.t1a• �I
51 1267 71267N Setting Block 1/8"X 1/2"X 1" EPDM 1'115• I I
tier -�
52 BDURAK 14 Duraseal-3/4" (IG only) 78 Dao I 050
53 6D1626W 1/8"Dureat-114" (IG only) +
54 1825 81625W 1/8"Bead Aluminum .062'–j1- T
55 2719 65016W 3116"Bead Aluminum oso
56 1263 65133W 1/411 Bead Aluminum ADDON FLANGE
12 DOGGONE REINFORCEMENT 13 SASH STOP 80
57 1253 6VT48W I.G.Bead Rigid PVC O O 6063-T6 ALUMINUM
70 1014 61014FW Screen Frame Aluminum 6063-T6 ALUMINUM 6063-T5 ALUMINUM
PRODUCT REVISED
71 1631 47041W Screen Corner Ke No Rin Vinyl occom%C.de thmeFlodd■
9 B■(lalne code �
72 1630 47042W Screen Comer Keywith Ring Vinyl 1111 I I I Illi A—pl.moNo IrJ 06a!•�5
73 320 7320SPNG Screen Spring Spring Steel `\��0111 4/// i, Revleed By: Dale: Revhlonl E�. im'll/on Ualo 7
74 1624 61624K Screen Spline—135"Dia.Foam Rubber �` �� •'10ENS '•�FQ '� ny[�[
L F MmmyvOade Pfd uet
75 1635 61635K Screen Spline-.135"Dia.Herd Rubber -. R': -•.3<� Revl.ed Hy: Gale: ReNel.n:
76 Screen Cloth Fiberglass ` '6r ND.50705 _ SC 05/26/15 NO CHANGES
80 134 66616W Add on Flange(Optional) 6063-T6 = y =
61 Dow Coming 899 Silicone Glazing Sealant or E uiv D....fpll.n: Drown ey:
90 1!8"Annealed orTempered Glass -A . S eD S :•'��!; BOM&PART DETAILS J ROSOWSKI I
91 3/16"Annealed or Tempered Glass C�n'•.,F(ORIOP.•' ���: 1070 TECHNOLOGY DRIVE all.: Dole
G
92 1/4"Annealed or Tempered Glass N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
,cS�' •••• `
� `�f/lpl lN11g1L11` P.O. Box 1529118%1/4"Air- 18"An.or Tem .I.G.03 NOKOMIS:FL 342
74
94 1/8" 3110"Alf-3116"An.orTem .I.G. Serlea/Model: Safe: Sheol: Drawing No. RevA
A.LYNN MILLER,P.E. CERT. of Am. #29296 HR-210 NTS 8 OF 8 MD-HR210-01
P.E.W fi8705
Florida Building Code Online Page 1 of 2
L s.L
rj,>�.�'�ae�z.z� arg' ������.'.,.. ,�.F.a.�.�......
BCIS Home Log In User Registration 'Hot Topics r Submit Surcharge Stats&Facts ;Publications FBC Staff ;BCIS Site Map ;Links I Search
Busiries ,- -
Professional i;Product Approval
j1�j " �USER:Public User
S�ii'qu! bor
>....•.•..?,i i.ie:^, > '.;-, }catl¢n S3arcq>_sapliUtion i..t>Application Detail
FL# FL16'1-R5
Application Type Revi '
Code Version ' 20114
Application Status Approved
Comments
Archived
Product Manufacturer •t!S$3II]NKindo Systems nc.
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/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category €xte�ior Door
.... A—
Subcategory Sw-,yyingin xterior Door Assemfilies
Compliance Method Evaluation Report from a Florida_ Registered Architect or a Licensed
--— Fl-orida-Professlanal-Eng Inee ---— - - --
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who Lucas A.Turner
developed the 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 i L161 R5 COI €:vaiRe •C-W ._175;° !Guarr:an l:oor �r
Referenced Standard and Year(of Standard) Standard Year
AAMA/101/I.S.2-97 1997
ASTM E1300-04 2004
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10... 12/17/2015
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
-----..............----- - --._...---........_..-----................_.............._..._.—....._.........._...........__...._.........._.....-----......................................-—-.................-..--...............—.._...........
Summary of Products
QL# Model,Number or Name IlDescriDtion
'q t&—
JIGuardian Hinged Door w/Glazed Insert.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL163. R5 II CWS-176E(Guardian Door).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen FL3.61 R5 AE Eva Rei)CWS-1.76E fGua_"";Star.Doori.r:c:f
Rooms. Created by Independent Third Party:Yes
161.2 JIGuardian Hinged Door JIGuardian Hinged Door w/Solid Core.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1.63. R5 11 CV'S-2-:2D"Guard an Door Se r
Approved for use outside HVHZ:Yes C^rE:xd
Impact Resistant: No Verified By: Lucas A.Turner 58201
Design Pressure: +40/-40 Created by Independent Third Party:Yes
Other: Not for use in HVHZ. Primarily used with Screen Evaluation Reports
Rooms. FL161 R5 AE valRep C;k'S-242D fGu:ardi:.:r:`:'o,r-
Solid_Core;.D<f
Created by Independent Third Party:Yes
-_zcic 1 r—ex=
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 want 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 mall.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
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-determineifyou-are-a-licensee-under-Chapter-455,-F:S,please-cllck-her
Product Approval Accepts-
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvyf4ngAXh 10... 12/17/2015
i
PRIME DOOR - NON-IMPACT GENERAL NOTES; (� ��� •
(SHOWN w/AI UM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED k r., D�y,3Y$rE� L
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) VJW W.CWS.CC
(OVERALL W
3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED.
z.i1a --— 1000 ALUM.
- IDTH 4.DESIGN PRESSURE RATING:
36' ---- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR
UNIT WIDTH GLASS TABLES ASTM E-1300-04. NONIMPACT
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
35_ INFILTRATION TEST PRESSURE AND GLASS TABLES
DOOR CORE ASTM E-1300-04. r T
�i
w
A 5.ANCHORAGE:THE 33 1;3%STRESS INCREASE HAS NOT BEEN USED tai m I
— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
1144
ANCHOR CALCULATIONS. i i g w LU }w _I- ¢ m
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. j v '! Z
mi °LL° m' O
7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT O I U)
- - -
USED AT ALL FRAME JOINTS. ; N N CC Z"
j
w w 0. O rL
B B 22 ao ao I a
6 >
HINGE(TYP.) w w o I Im
v o, fn
fn
OVERALL I ; > _ j ¢! o
Hw
EIGHT
UNIT
HEIGHT 5._�i.2" — `J�� ;rT�4�i
'J Na 53201 �oG
Lucas A. =* i
Turner -
DOOR 2015-04-27 ��P sTATE OP 't`,
' :
CORE O ,
4/
20:51-04:00 :; �;o R tt? N`���
";/() i
iri '«fi��4``,
z-7
4/27/2015
LUCAS A.TURNER,P.E.
FL PE S 58201
1239 JABARA AVE.
NORTH PORT,FL 3428
{
PH.941-380-1574
�6) A SHEET DESCRIPTION:
C GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS........1 DRAWN BY: DATE:
CONFIGURATIONS.................................2DWG.ADE 09/08/08
SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING _.........'"'..._.......- -...----- -"
REV.:
BOM&EXTRUSIONS..............................4 f�i'Sotn�7le :' -,.,. n7C.xc CWS-176 E
3T1 4 X -1 +/-40 ----
1:15
-- --._._..__-_..._..
ANCHOR SCHEDULE&NOTES.............6 I °A�r: SHEET
INSTALLATION DETAILS.......................6 1 OF 6
1:15
I
i
I
(o
'8639
N
UrW sy�
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
MAX UNIT WIDTH 1000 ALUM.
23 112" GUARDIAN DOOR
GLASS DLO NON-IMPACT
x LLLU
Lu 01
co
'j n!
njL2: 0 01 z
GLASS
DLO X11 oot �°
Z
W
cc cc 0 0
w a
LE CL a.
a
MAXw
IT
uw
)
a� IL
HEIGHT C3
Jul 0 0 cc)I
ni'ol
GLASS
DLO v
STATE
A
0
'0
4/27/2015
LUCAS A.TURNER.P.E.
FL PE#58201
GLASS DLO 1239 JABARA AVE.NORTH PORT,FL
SH-3500(SEE SEPARATE APPROVAL) PH.941-380-1 34288
574
ALL GLAZING DSB TEMPERED MIN.
SHEET-DESCRIPTION:
DOOR
CONFIGURATIONS
DRAWN BY: DATE:
AIDE 09i08108
. .........-------
CWS-176 E
SCALE: SHEET
1:10 2OF6
wowo
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
1000 ALUM.
5 Jill El GUARDIAN DOOR CIE
NON-IMPACT
--1—Tj
c
—6 �
3 2
cl
14
ILL w
ul
In
SECTION VIEW B-B wo zo
INTERIOR cc �LD
w w
rf
7-1
Z) <
JL C) coZ
kid
No 538201
I IS TE OF
..........
4/27(2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 3428$
PH.941-380.1574
JFT SHEET DESCRIPTION
,i3 SECTION VIEWS
THRESHOLD DESCRIPTION DRAWN BY; DATE:
6)(1193i
HOI]II)(1186) ALT.THRESHOLD(1126) HR ADE 09i06/08
1126 ER THRESHOLD NONE
BUMPER
SECTION VIEW A-A 1186 STANDARD THRESHOLD +40
1193 SADDLE THRESHOLD NONE CWS-176 E
ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION W!l 126 08 1193 THRESHOLDS ONLY ALLOWED -§C5A—t7L-_ SHEET
_
11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED, 1:2 3 OF 6
PARTS LIST
ITEM PART#IDESdRIPTION VENDOR 1 MATERIAL 2 518"
1 1 S-1377 I HEAD,Z BAR,OUTSWING KEYMARK I ALUM S-STFM3
3 IS-13741JAMB,ZBAR,OUTSWING KEYMARK I ALUM 2^............ 1900 SW 44TH AVE,
5 S-1186 ITHRESHOLD KEYMARK I ALUM OCALA,FLORIDA 34474
6
S_1193 SADDLETHRESHOLD KEYMARK ALUM www.CWs.CC
1126
7 S- BUMPER THRESHOLD KEYMARK j ALUM
" TF00I CORNER
CORE
8 S-1 KEYMARK I ALUM
9 _I0 1000 ALUM.
,9 FINER KEY KEYMARK I ALUM OUTER FRAME
10 P-3 1 IDEAL I ss ASSEMBLY GUARDIAN DOOR
'12G�'
ON
11 P-3376 POP RIVET I !HUB J ss 6 1/1'6" 4 114" NON-IMPACT
121 P-3280 IDEADBOLT-3127-A-0 I DELANEY SS
3 LOCKS LTA I
DE SS
<1
................
T_ I Q
1�4 1 PP-3NO22 jWSTP'�331. 7 FAIN,BLACK SOFT TOUCH UL4TRAFAB
15 "3 TF VINYL ULTIRAFAB I �21
16 1�_210 �2 -fffA-m Pi7%
P_32F4 jWSTF 1116" 1
17 1 P-3087 GASKET,DOOR KNOB PRATT IND. i FOAM LL
18 1 P-3204 IGASKET,DEADBOLT HO PRODUCTS FOAM Lu
�A LJ--
19 1 P-3584 I FOAM CORE ELITE I DOOR CORE-H-1001 ------ilw —!7
23 2 IBUGSWEEP z
_Ll! FASTEC i STEEL PANEL FRAME t 0
to
P�_3 .314,QUAD PAN TEK rn 1
14 5�9 CORNER KEY-S-1 002Cn
25 1 P-3329 IFOAM BLOCK,DOOR KNOB IMPERIAL I FOAM ASSEMBLY o pi
cc i >
26 P-33 AM BLOCK,FILLER METALS USA I I ! 0 Ill
_'o E 0. CC
28 P_3 1CO-O-INDER,DOOR PLUNGER YALE I ss Lu
rL
369
29 P-3372YALE I ss >
SS
P.35il 8 X 318 P
I CYLINDER,DEAL)BOLT
31 HIL FLAT SMS F7ASTEC I I¢ E
C, cL
w U)
1
32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC 2 3/8"— 2 5/8" CL a w
0
33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 23.l8"---1
34 P-3367 DOOR STRIKE IYALE ul 0 0 ca <10
YALE SS 3/4
35 P-3368 -dE—ADBOLT STRIKE 11
16' 1.116" 1 3tj6"
STEEL __L "jilivitf,"
36 P-3612 8 X 1-1/4 QUAD PAN W/1/4"LEAD FASTEC 1 1 1131.:115"
.ALCOA I ......
37 P-3776 BACKER PLATE
.......... ADJUSTABLE SWEEP S-1300 _:j
LINE ITEMS NOT USED: No 53201 tF
2.4,20-22.27.30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374
NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APP,ROVAL. srATE OF
2 15116"
R
7116"
3318" 3 % 00 N A
1 112" 7/8" 5—.
4/27/201 ---
/16"
1 A 6" LUCAS A.TURNER,P.E.
PE 58201
STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 1239 SADDLE THRESHOLD S-1193 Ft JA#BARA AVE.
NORTH PORT,FL 34288
PH.94
5 1-111-1171
_
$.lET E.DPo"T'DN.
BOM AND EXTRUSIONS
THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: DATE:
1126 BUMPER THRESHOLD NONE
---
1186 STANDARD THRESHOLD +40 ADE 09/08/08
1193 SADDLE THRESHOLD . NONE
CWS-176 E
NOTE:INSTALLATION w!1126 OR 1193 THRESHOLDS ONLY ALLOWED
cAL' SHEET
NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OT ERVv 10t:NOTED.rU. WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 40F6
i
I I
TYPICAL HEAD ANCHORAGE
�4-./(5fy61JCl
i'?li`-6.?l''w a'u°5'T'Er* ......1
FAIN.EMBEDMENT �..—__.._............... MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS-- Vvww.Cw3.CC
SEE TABLE 1 ,\ INTERIOR 114" MAX.SHIM
PERIMETER SEALANT HINGE/STRIKE PLATE I HINGElSTHIKEPLATE 1000 ALUM.
BY INSTALLER �, MIN.EDGE DIST, MIN.EDGE DISTANCE
SEE TABLE 1 MIN.EMBEDMENT i GUARDIAN C300R
INSTALLATION ANCHOR SEE TABLE 1 I SEE TABLE 1
SEE TABLE i '............
.......
_....._!. .......... NON
NON-IMPACT
I
SEALANT BEHIND ---- MIN.EMBEDMENT o
FLANGE BY INSTALLER L 114" MAX.SHIM
HINGEiSTRIKE PLATE SCREW SEE TABLE 1 i N r ziN
M 1 w I
SEE TABLE1 'o of Iol
I---- --...--............
�..
L
w o�
INTERIOR INSTALLATION ANCHOR------------- ........ -SUBSTRATE BY OTHERS _______._..___Iw I- ¢ m
SEE TABLE 1 SEE TABLE 1 I r l z
SEALANT BEHIND - PERIMETER SEALANT l m m m i 10
FLANGE BY INSTALLER BYINSTALLER
� r o pi I(q
IzIW
INSTALLATION ANCHOR 'B1 HORIZONTAL SECTION w a 0 i p i r
SEE TABLE t ---SEAL OR SET IN `�6„%TYPICAL JAMB ANCHORAGEw w w i
CONCRETE OR MASONRY < ¢ w
Tn-"r PERIMETER SEALANT— -- I Q I I ww
—C .........................._..I......_�
BY INSTALLER °
,w O U ml¢IOi
MIN.EMBEDMENT
SUBSTRATE BY OTHERS- SEE'TABLE 1 -- - - --'--z l
SEE TABLE 1 ° yyyyy1117�fJ7��,
MIN EDGE DIST. ----....—� — ^I :J;�.4.,C"r.J•,SG� :
.. Na 582'11 ..1:
SEE TABLE 1
VERTICAL SECTION 7gz
�G TYPICAL SILL ANCHO"AGE : 51"ATE OF w'
4/2'��
2015
-- —--
LUCAS A.TURNER,P.E.
FL PE 4 58201
1239 JABARA AVE,
NORTH PORT,FL 34288
PH.941-380-1574
TABLE I:APPROVED INSTALLATION FASTENERS,
SHEET DESCRIPTION:
SUBSTRATE TYPE ANCHOR TYPE I I I MIN.EMBEDMENT MIN.EDGE DIST.
CONCRETE(2.0 KSI MIN.) 3,116"ITW TAPCONINSTALLATION DETAILS
1" 1-118„
CONCRETE(2.85 KSI MIN.) 3.116"ELCO ULTRACON 1" 1- DRAWN 5Y: DATE:
( �1'w'YC —_ 1-3,''8" vz" ADE 09;08/08
2X MIN.SOUTHERN PINE(G=0.55) 410 WOOD SCREW
0.045"ALUM.(6063-T5 MIN.)OR //t0 GR.Ak1E ��ELF'-TAPP,iR1C[' FULL THREAD __._......................_..._.........._..
0.045"STEEL 33 KSI MIN.) D (LLIN CHFSN THRU 0.045' 1/c' ouvc u:"'""" Rev.:
HINGE AND STRIKE PLATE ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 E
2X MIN.SOUTHERN PINE(G=0.55) H8 WOOD SCREW 1-3/8" 718" ANCHORAGE AS SHOWN IN TABLE 1. SCAIEi SHEET
1:2 60F6
i
I
I
II