HomeMy WebLinkAboutREVISION 6-14+16�. OFFICE USE ONLY �CANNIF
DATEFILED:.. PERMIT# -1:502 0127 eiu6OTITY
..REVISION FEE: RECEIPT #
A PLANNING. & DEVELOPMENT SERVICES
COUNTY
BUILDING. &.CODE REGULATION DIVISION
. •2300 VIRGINIA AVENUE .
FORT PIERCE, FL 3498M652
: (772) 462-1553. FAX (772) 462-1578
APPL CATION FOR BUILDING PERNHT REVISIONS .
PROJECT INFORMATION .
1. LOCATION/SITE.
ADDRESS: 10331 SE Lennard.Road: Port St. Lucie, FL'34952
2:: ' DETAILED DESCRIPTION OF PROJECT
REVISIONS:
from Mil
nn in n At:mirirt
m ..
3: 'CONTRACTOR INFORMATION:
STATE of FL REG:/CERT. #: CBC 1.2591.19 ST.. LUCIE COUNTY CERT.
BUSINESS NAME:...: Huttonl Construction
QUALIFIERS -NAME:: .: Rob l Elliot ' ..
ADDRESS,:. :.36 Che Street .
CITY:.' .: I 'STATE:. '.:. ZIPi ..
PHONE (DAYTITKE):.423-55.14202. j :FAX:
4: OWNER/BUILDER. INFORMATION:
NAME::. Hutton Team: Li:C
. _.ADDRESS::
CITY:
. :. ('liattanr►naa, STATE: � : ZIPt :, : �74(1�. e:.
PHONE::. 429-471 nn67 FAX:-.44
5. ARCHITECT/ENGINEER INFORMATION:.' : -
NAME: Lai Christian
ADDRESS: 3801 KirbV IIriae, Suite 600
CTTY: STATE:' . ZIPr
PHONE (DAYT + •. - .
713 4647974. 1.' .. FAX: .
Revised 07/2V2014
w.
O -G
ST. LUCIE COON
ARE S.URJEC i o o ANY .!✓OPTIEC S ION BUILDING DIVISIO
R QUIR,P�a�.�'eY FRELD {P+��'�Ela RS Z �. REVIEWED
r. `�, ;� 4� , la FOR CO PLIANC
+d7r`!'4 SENECESSARY � � Ei6 QMO TO : REVIEWE e
A
� itLY WI I i'i d� APPL1110',�P .E CODE . DTE
P NS AND PERMIT
k = ARAnO
MUST BE KEPT ON JOB OR'
NO INSPECTION wu i a
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Larr � L.= C t1Ah AIA P797
1 f a�.7i3 669-9756
ST-LUCIE COUNTY -SHOP DRAWMW.REVIEW COMMENTS
PROJECT: Family Dollar=.Lennard Road REVISION N/A
10331 SoutheastLenria dRoad: qq
Port St. Lucie; Florida'-34�954
DATE: Jun e 10, 2016 .
TO: :. St Lucie -County- Planning & Deyelopment Services Department.:.
.Permitting Building &;Code. Regulations, Division
2300.Virginia -Avenue
Fort Pierce, Florida.34982
ATTN: Joseph M. Cicio -Plans Examiner II
Please.considerthe following items as response to the County, Review Comments for the proposed :Family
Dollaraocation at10331 Southeast Lenna�rd Road/Port.St. Lucie, Florida 34954:
REVISIONS .(Joe Cicio)'
. .
1... Cannot locate the product.approval for the. storefront 14218=R4 on the. Florida site:-2014starts with R-5:
Please verify.: :
Please see -attached the State of Florida product approval information, R-S; for. FL14218; as requested. .
2: Plans from Miller. Glass must be'Sighed ; sealed and dated in original format-frorii James Bushouse;P.E.,
i
then. reviewed and approved by Larry.Christian [Design Professional of Record]: Originalsignatures:
• Please see enclosed reviewed drawing& rn Miller Glass which includes original signatures.by James:
Bushouse; P.E.; and:Larry L: Christian, Al, NCARf3; the Design Professional of -Record, as requested.
3.; Sheet [3],from Miller Glass still states Kawneer- product for "A" operiings'and''W openings: James :.
Bushouse is specifying.a steel beam head piece and side jacks [by.others] see sheet 03, who.will be'.
designing these. pieces?
Please see attached revised, drawings fr m Miller.Glass which have been updated.totcorrectly indicate:YKK
storefront system, in lieu of Kawneeraspreviously indicated: Please also see attached the. additional PEMB
Y detail sheet, provided by MESCO Building Solutions, which provides the details and information'on the
additional steel columns and header required at the'storefront.
[COMMENT RESPONSE CONTINUED, NEXT.PAGE4]
IN
5/18/2016 _ Florida Building Code Online
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Address/Phone/Email
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Evaluation Report
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Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
t=?
YKK AP America
- ` �•
1229 Hwy 441 Bypass
Dublin, GA 31021
CASTLES DESIGN GROUP? INC.
(678) 838-6000 Ext 6066
F,
davidoliver@ykk-api.com
REVIEW IS FOR GENERAL
COMPLIANCE WITH CONTRACT
David Oliver
DOCUMENT$. zf,r;�,,:t;y,�,S:M1r4
davidoliver@ykk-api.com
NO RESPONSIBILTTY IS,},;'":,
ASSUMED FOR CORRECTNESS
Chris Moody
OF DIMENSIONS OR DETAILS..:
332 Firetower Rd}"
-
NO EXCEPTIONS TAKEN "
Dublin, GA 31021
(478) 277-2549
MAKE CORRECTIONS NOTED
chrismoody@ykk-api.com
REVISE AND RESUBMIT
REJECTED'
Greg Hultquist
�''OA�F
,Y:,; , n; DATE.
332 Firetower Road
..';j' .;` s''y `"
Dublin, GA 31021
(478) 277-2515
greghultquist@ykk-api.com
Panel Walls
Storefronts
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
the Hermes F. Norero, P.E. .
PE-73778
U Validation Checklist - Hardcopy Received
FL14218 R5 COI FL14218 - YHS 50 FI FS TU - Building Drops-CI.odf
Standard
Year
AAMA 501
2005
ASTM E283
2004
TAS 201
1994
TAS 202
1994
TAS 203
1994
Florida Licensed Professional Engineer or Architect
FL14218 R5 Equiv AAMA 501 Equivalency SS 2015-07-02.gdf
Sections from the Code
https://wm.floridabuilding.org/pr/pr app dtl.asp)Oparanr-wGEVXQwtDquDEJErtOSCeAbDFIT5alMT[geQVe58VhHl52uoNgA*/o3dp/o3d 1/3
l 5/18/2016
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
i 'Summary of Products
FL # i Model, Number or Name
14218.1 YHS 50 FI
Method 1 Option D
02/19/2016
02/19/2016
02/29/2016
04/12/2016
04/20/2016
Description . + :
Aluminum Storefront for Insulating Glass - Inside Glazed
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14218 R5 II FL14218.1 - YHS 50 FI (IG-HVHZ) - DWG,pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Approval is for Large and Smal Missile Impact
FL14218 R5 AE FL14218.1 - YHS 50 FI (IG-HVHZ) - PER.ndf
Resistance. Small missile impact glazing is identified on the
FL14218 R5 AE YHS 50 FI, 50 FS, 50 TU - Gasket Letter.odf
drawings with 1/4" tempered glass on the a it erior. See included
Created by Independent Third Party: Yes
drawings for design pressure tables.
14218.2 I YHS 50 FI
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: This Approval is for Large and Small
Resistance. Small missile impact glazing is id
drawings with 1/4" tempered glass on the e>
drawings for design pressure tables.
Aluminum Storefront for Insulating Glass - Inside Glazed
Installation Instructions
FL14218 R5 II FL14218.2 - YHS 50 FI (IG-WZ3) - DWG.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Impact FL14218 R5 AE FL14218.2 - YHS 50 FI (IG-WZ3) - PER.odf
on the FL14218 R5 AE YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdf
See included I Created by Independent Third Party: Yes
14218� 3 -^ ;k I�x iYH5�50 FIx� r h ,,g
M1 �� 4 h AIK d tiYW P( YY Hr }i ` T 1:
I umits of Use,` .�
Alumnum Storefront foryylhsulat nGlass _ Outside Glazes-Y -`
*" -.. _R wl
Installation Instructions � tr WE
3Approved for useli r HVHZ: Yes % r t` , �z a r
`FL14238ZRS IP FLi42418[3 �YFIS 50 FI (OG HVI DWG,rdf .
Norero'+P
`
Approved'! oriule outsede;liVHZ Yes;, -A*
tximpact Resistant: Yesp� jr w " ^55 , �,ti
+ VenfiedaByM1'I ermes`F FlondaiP E. �73718' ,p
r CreaEeii�tiy.Independent;(Th+rd Party
�
,
a De_sign,Pressure. N%A' " tf � .� � ..�„ 3,{ • ��
1 5--*- x ;
Large
Evaluation Re{iorts y, .� , � �'� ���,�;�; , ' •.
W ' ray
FI (OGHVHZ,)r PERepdf
��: •,
OtherTehisApprova+s for. andSr�naii Missile Impact T .,
ssile actYglazing�is +dent+fietl on�ttie'w `S
drawings with 1%4empered glass own re enof See included
ReS+stance :,Small #n,
h5r="At`P' trirrli' S`u`M+isn .,w r^a. r,�9r!w • �,`,1Y..=
FL1421$t RSFk FL14318 3� YHSk50
FLtl'42ir8�R�.., Y,HS450TFI'750yFs49CIA 4rGasket'Letter orlf -
Created by1IHdependent Third Pa`ity Yes+
'L 'i',�
drawings for•deprssure;tablesii' ts�, �,a
}i.,}',, fly
.. , h t+;
_
.9
14218.4 I YHS 50 FI
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: This Approval is for Large and Small
Resistance. Small missile impact glazing is id
drawings with 1/4" tempered glass on the e)
drawings for design pressure tables.
Aluminum Storefront for Insulating Glass -. Outside Glazed
Installation Instructions
FL14218 R5 II FL14218.4 - YHS 50 FI (OG-WZ3) - DWG.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Impact FL14218 RS AE FL14218.4 - YHS 50 FI (OG-WZ3) - PER.odf
on the FL14218 RS AE YHS 50 FI. 50 FS. 50 TU - Gasket Letter.pdf
See included I Created by Independent Third Party: Yes
114218.5 1 YHS 50 FS I I Aluminum Storefront for Monolithic Glass - Outside Glazed I
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14218 R II FL14218.7 - YHS 50 FS (OG-HVHZ) - DWG.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: This Approval is for Large and Small Missile Impact FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER (Gasket).odf
Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218,7 - YHS 50 FS (OG-HVHZ) - PER.pdf
drawings with 1/4" tempered glass on the exterior. See included Created by Independent Third Party: Yes
drawings for design pressure tables.
114218.6 1 YHS 50 FS I Aluminum Storefront for Monolithic Glass - Outside Glazed I
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14218 R5 II FL14218.8 - YHS 50 FS (OG-WZ3) - DWG.pdf
Approved for use outside HVHZ: Yes I
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A I
Evaluation Reports
Other: This Approval is for Large and Small Missile Impact
FL14218 RS AE FL14218 - YHS 50 FI FS TU - PER (Gasket),pdf
Resistance. Small missile impact glazing is identified on the
FL14218 R5 AE FL14218.8 - YHS 50 FS (OG-WZ3) - PER.odf
drawings with 1/4" tempered glass on the exterior. See included
Created by Independent Third Party: Yes
https://wAw.floridabuilding.org/pr/pr app dl.aspx?paranr-:wGEVXQwtDquDEJErtOSCevIbDFIT5alMTlgeQVe58VhHl52uorAgA%3d%3d 2(3
5/18/2016
Florida Building Code Online
drawings for design pressure tables.
114218.7 1 YHS 50 FS I I Aluminum Storefront for Monolithic Glass - Inside Glazed I
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14218 RS II FL14218.5 - YHS 50 FS (IG-HVHZ) - DWG.Ddf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Approval is for Large and Small Missile Impact
FL14218 R5 AE FL14218.5 - YHS 50 FS (IG-HVHZ) - PER.ndf
Resistance. Small missile impact glazing is identified on the
FL14218 R5 AE YHS 50 FI. 50 FS, 50 TU - Gasket Letter.odf
drawings with 1/4" tempered glass on the exterior. See included
Created by Independent Third Party: Yes
drawings for design pressure tables. I
14218.8
YHS 50 FS I
Aluminum Storefroht for Monolithic Glass -,Inside Glazed i
Limits of Use
Installation:Instiuctions f;
Approved for use in HVHZ: No
FL14218 RS II FL14218.6 - YHS 50 FS (IG-WZ3) - DWG.odf
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Approval is for Large and Small Missile Impact
FL142.18 R5 AE FL14218.6 - YHS 50 FS (IG-WZ3) - PER.odf
FU4218 RS AE YHS 50 FI. 50 FS, 50 TU - Gasket Letter.Ddf
Resistance. Small missile impact glazing is identified on the
Created by Independent Third Party: Yes
drawings with 1/4" tempered glass on the exterior. See included
drawings for design pressure tables.
114218.9 1 YHS 50 TU I i Thermally Broken Aluminum Storefront i
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14218 RS II FL14218.9 - YHS 50 TU (HVHZ) - DWG.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: This Approval is for Large and Small Missile Impact FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER (Gasket).Ddf
Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.9 - YHS 50 TU (HVHZ) - PER.Ddf
drawings with 1/4" tempered glass on the exterior. Use Azon Created by Independent Third Party: Yes
Polyurethane for thermal brake material. Seel included drawings for
design pressure tables.
114218.10 1 YHS 50 TU I Thermally Broken Aluminum Storefront i
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14218 R5 II FL14218.10 - YHS 50 TU (WZ3) - DWG.Ddf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: This Approval is for Large and Small Missile Impact FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER (Gasket).Ddf
Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.10 - YHS 50 TU (WZ3) - PER.Ddf
drawings with 1/4" tempered glass on the exterior. Use Azon Created by Independent Third Party: Yes
Polyurethane for thermal brake material. See included drawings for
design pressure tables.
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Phone: 850-487-1824
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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
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Product Approval Accepts:
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Credit E
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INSTALLATION NOTES:
1. SEE SHEET 14 & 15 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM
EMBEDMENTS, AND MINIMUM EDGE DISTANCES: ALL ANCHOR
REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM
ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND
APPROVAL
2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
3, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
S. SHIM AS REQUIRED AT EACII INSTAUATION ANCHOR WITH LOAD
BEARING SHIMIS), MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8
INCH- SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS,
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER,
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITEEYTO S7UCC0, FOAM, BRICK
VENEER, AND SIDING,
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERULLAR HAVE A
CORROSION RESISTANT COATING. '
S. FOR HOLLOW BLOCKANQGROUT-FILLEDBLOCK DO NOT INSTALL
—INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE
15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY
THE ANCHOR MANUFACTURER.
10-INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE PAATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55,
B: CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C MASONRY -CMU UNITSTRENGTH CONFORMS TO ASTM C-90,
WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT
CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE
STRENGTH OF 200D PSI.
D. STEEL -MINIMUM YIELD STRENGTH OF36 KSI. MINIMUMI2
GA, WALL THICKNESS.
E. STEEL- MINIMUM YIELD. STRENGTH OF 36 KSL MINIMUMI2
GA. WALL THICKNESS WITH 2X WOOD BACKING.
F. ALUMINUM -MINIMUM I/81NCH THICK 6063-TS ALUMINUM.
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH EDITION (2014)
FLORIDA BUILDING CODE (FBQ, INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203.94
• AAMA 501.05
2. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY,
2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE- BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT DEAECARD--
4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE IF SUE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, SEE
SHEETS 3, 4 & S FOR LMI AND SMI GUASS TYPES,
6, STOREFRONT FRAME MATERIAL -ALUMINUM W63-TS
7. ALL STRUCTURAL MATERIALS& DISSIMILAR METALS SHALL BE
PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS
REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT
FLORIDA BUILDING CODEAND REFERENCED DESIGN
SPECIFICATIONS.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEETS 3,4 & 5 FOR GLAZING DETAILS.
-TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
I
INSTALLATION d 6ENERAL NOTES
2
ELEVATION ANCHOR LAYOUT
3
SMI GLAZING DETAILS
4
LMI GLAZING DETAUS
5
LMI GLAZING DETAILS
6
LIGHT MULLION TABLES
7
HEAVV MULLION TABLES
8
EXPANSION MULLION TABLES
9
SMI HEAVY MULLION TABLES
10
TYPE A d B ANCHOR TABLES
11
TYPE Cd D ANCHOR TABLES
12
DOOR MULLION TABLE
13
14
DOORMULU0NTABLES(1)---
VERTICAL SECTIONS 6 ANCHOR DESCRIPTIONS
15
VERTICAL SECTIONS 6 ANCHOR DESCRIPTIONS (1)
16
HORIZONTAL SECTIONS
17
COMPONENTS d BILL OF MATERIALS
18
COMPONENTS
INSTRUCTIONS FOR USE:
L DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON
WIND VELOCITY, BLDG. HEIGHT, WINDZONE USINGAPPUCABLE
ASCE 7 STANDARD.
2. SEE CHARTS ON SHEETS 3,4 & S FOR DESIGN LOAD CAPACITY
OF DESIRED GLASS SIZE
3: CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT
USING CHARTS ON SHEETS G. 7, 8, & 9 FOR STORE FRONT
MULLION AND SHEETS 12.& 13 FOR DOOR MULLION, THE
CAPACITY SHOULD EXCEED THE DESIGN LOAD.
4, USING CHART ON SHEET ICI& 11 SELECT ANCHOR OPTION WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1
ABOVE.
5. THE LOWEST VALUE RESULTING FROM STEP 2,3 AND SHALL
APPLY TO ENTIRE SYSTEM. Digitally Signed by Hermes F Norero, P.E.
Reason: L am approving this document
Date: 2016.02.19 00.59 06.OS'00'
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6, 7, 8, 9,
12 A 13
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SEE TABLE
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JAMB ANCHOR SPACING'
ANCHOR TYPE
MAX SPACING
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A OR B
18.75"
65 PSF
C OR D
13"
A OR B
13.5"
90 PSF
CORD
9.375'
s `NOTE: JAMB ANCHORS ARE ONLY REQUIRED
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SEE SHEET 17 FOR JAMB DETAILS
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SEE SHEETS
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3' r33' 3"
L 3- 1-3-
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SEE SEPARATE DOOR APPROVAL FOR DOOR RATING
6 DETAILS.
LOWER DESIGN PRESSURE FROM STOREFRONT OR
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LMI GLAZING DETAILS
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GLASS TYPES
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1-5/16" O.A. INSULATED LAMINATED
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SMI MULLION LOAD TABLES
HEAVY CONFIGURATION FOR USE IN
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DOOR MULLION LOAD & ANCHOR TABLES
ANCHOR
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TYPICAL INSTA N
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CAULK BETWEEN
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WOOD BUCK BY OTHERS
IX WOOD BUCK
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11
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3/8" DIA WEEPS TWO
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PER LITE AT 8" FROM
1/4" MAX: SHIM
EACH VERTICAL
r FOR A' ANCHORS
PERIMETER SEALANT
BY OTHERS
. +' MIN. EMBEDMENT,
TYPICAL INSTALL. ANCHOR, ��• � • 'a'•.'. y- -J :: , ,' SEE SPECS AT RIGHT
SEE SPECS AT RIGHT '
CONCRETE/MASONRY
_ MIN. EDGE DIST.,
��
BY OTHERS
_ ... SEE SPECS AT RIGHT
C VERTICAL SECTION
SILL • DIRECT TO CONCRETE/MASONRY
LIGHT CONFIGURATION
S TREMCO SPECTREM 1/4" MAX SHIM 6 1/4' MAX. SHIM 'n a e 0 a c u
3,44 5 2 SILICON SEAL FORS" ANCHORS FORA; ANCHORS T FO r Qo a m w
EXTERIOR OVER ALL ANCHORS INTERIOR � 2 .0 ~ z cc Z iz
EXTERIOR INTERIOR > 'K O rs €
VERTICAL SECTION QE VERTICAL SECTION az
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YHS 50 FI ANCHOR TYPES
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TYPE
ANCHOR DESCRIPTION
S TE RE4IAREMENTS
MIN.EMBEDMENT
MIN, EDGE
NOTES
DISTANCE
5/16'DIA.TAPCONBYFTW
CONCR THEAD, SILLOR
(Fu-125KSI,FV-IOOKSI)
'JAMBS F'C- PSIMN-
MAYBEUSED
A
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3'
THROUGHOPTIONAL
I
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IX BUCKS, BY07HERS
(Fu-177KSI,Fy=ISSKSI)
&UN.S.G.-O.SSWOOb
B
5/16"DIA. SELF-ORIWNG SCREWS (GRADE 5)
STEEL•12 GA, MIN., Fy=36 KSIMN.
THREEZEADS
P
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TION PAST
3/M
WITHALUM. TO BF
META UCTURE
I
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CONCRETE AT HEAD, SILL OR
(FU=IZS KSI, Fy-100 KSI)
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MAYBE USED
C
OR
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2-3/4'
2-I/2'
THROUGH OPTIONAL
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IXBUCKS,BYOTHERS
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37HREADS
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ALLI."LTORE
0
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METALSTRUCTURE
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WOOD BUCK BY OTHERS _� ` %' ,� .�' • - • MIN. EMBEDMENT, ANCHOR, SEE BY OTHERS, SEE F^—� � HIS�71FU5
SPECS BELOW 1
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G1 VERTICAL SECTION
SEE GLAZING
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SHEETS 3,4 & 5.
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PERIMETER SEALANT
: • , r ,� •� .,
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HEAVY CONFIGURATION
YHS 50 FI ANCHOR TYPES
CHOR
YPE
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NN. EDGE
NOTES
DISTANCE
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IX BUCKS, BY OTHER
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MIN.S.G,=DSSWOOO
B
5/I6'01A. SELF -DRIVING SCREWS (GRADES)
STEEL12GA. MIN., FY-36KSIPA.
THREETHREADS
PENETRATION PAST
3/4'
STEELINCONTACT
WITHAWM-TORE
AWM; ]/B' MIN., 6063•T5 MIN.
�—
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1� ► �# D SNBY: Z; y1GyW i•,�0 O, DESCRIPTION BY DATE COMPONENTS dBILL OFMATERIALS7-51
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121BUILDING DROPS, INC.
398 6, DANIA BEACH-BLVD. #338
DANIA BEACH, FL 33004
M: (954)399-9418 FX (954)744,4733
hit ',am
BUILDING DR
A Perfect Solution in Every I
Certificate of Authorization: 29578
Produ
PS 398 East Dania Beach Blvd.,
Suite 338
P Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
-t Lvaluatio>n' Re oll
Of
YKK AP America, Inc.
Series "YHS 50 FI" Outside Glazed Aluminum Storefront System
HVHZ Impact Rated
for
Florida Product Approval
F ## FL14218
Report No. 4011
Current 1' lorida Building Code
ivietoou: 1— D (Engineering Evaluation)
Category: Panel Walls
Sub — Category: Storefronts
rroa�ct: YIHS 50 FI Storefront System,
Material: Aluminum 6063-T5
Product Dimensiolns: See installation instructions, YKKI59
Prepared For:
YKK A�- America, Inc.
332 I+illretower Road
Dubl-in, GA 31.021
rrepared by:
Hermes P. Norero, P.E.
Florida Professional Engineer # 73778
Date; 12/18/2015
Evaluation Report Pages I — 4
Digitally signed by Hermes F Norero, P.E.
Reason: I am approving this document
Date: 2016.02.19 00:20:47-05-00'
i
BUILDING DROPS FL#: FL14218
A Perfect Solution in Every Drop Date:, 12/18/2015
Certificate of Authorization:. 29578
Report No: 4011
Manufacturer: YKK AP Americl , Inc.
Product Category: Panel Walls,'
Product Sub -Category: Storefronts
Compliance Method: State Product App
roval Method (1)(d)
Product Name: Series "YHS 50 Outside Glazed Aluminum, Storefront System
Scope: This is a Product Evaluation Report issued b Hermes F. Norero P.E. FL # 73778 for YKK AP
Y ( )
America, Inc. based on Method �.d of the State of Florida Product Approval, Florida Department of
Business and Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not I ave nor will acquire financial interest in the company
p Y
manufacturing or distributing the product or in any other entity involved in the approval process of
the. product named herein.
This product has been evaluated fl r use in locations adhering to the Florida Building Code.
See Installation Instructions YKK1$9, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiri�g wind borne debris protection this product complies with
Chapter 16 of the Florida Building Code and does not require an impact resistant covering.
4. Site conditions that deviate, from the details of drawing YKK159 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions YKK159 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS FL#:. FL14218
A Perfect Solution in Every Drop Date: 12/18/2015
Certificate of Authorization: 29578
Report No: 4011
Quality Assurance: The manufactulrer has demonstrated compliance of manufacture of products in ,
accordance with the,Florida Building Code for manufacturing under a quality -
b assurance program audited by an approved quality assurance entity through
Architectural T� sting, Inc. (FBC Organization #: QUA 1844).
Performance Standards: The product de, cribed herein has been tested per:
Referenced Data:
• AAMA 501-
• TAS 201-94
• TAS 202-94.
• TAS 203-94
1. Product Testing performed by Architectural Testing, Inc. - Tampa
(FBC Organization # TST4311)
Report #: E4885.01-401-18, Report Date: 11/05/15
Report #: E4890.01-401-18,. Report Date: 11/05/15
Signing Engineer: Justin P. McDonald, P.E. # 77418
2. Product Testi'�ng performed by Architectural Testing, Inc. — Lithia Springs
(FBC Organization # TST3892)
Report #: E89I71.07-550-18, Report Date: 11/04/15
Report #: E89171.027550-18, Report Date: 11/09/15
Report #: E8971.03-550-18, Report Date: 11/05/15
Signing Engineer: Justin P. McDonald, R.E. # 77418
3. Product Testing performed by Hurricane Testing Laboratory
Report #: 0231-1203-08, Report Date: 07/13/09
Signing Engineer: Vinu J. Abraham, P.E. # 53820
4. Material Certification
Miami -Dade County Notice of Acceptance
E.I. DuPont Deal Nemours & Co. Inc. (now Kuraray America)
SentryGlas Interlayer
Butacite PVB Irterlayer
S. Material Certification
Miami -Dade County Notice of Acceptance
Eastman Chemical Company
Saflex PVB Inte layer
Vanceva PVB Intterlayer
I
l Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DR+
A Perfect Solution in Every [
Certificate of Authorization: 29578
PS
FL*: FL14218
Date: 12/18/2015
Report No: 4011
Installation:
Refer to Installation Instructions (YKK1S9) for anchor spacing and more details of the,installation
requirern. ents.
c 4
Design Pressure:
Refer to Installation Instruction
glass types.
Equivalence of Test Standards:
I. Various test standards have been evalu
editions of the test standards listed bel
YKK AP has tested their products to the
1) ASTM E283
2) ASTM E331
3) ASTM E330
4) TAS 202-94
Chapter 35 of the current Florida Buildir
test standards:
1) AAMA 501-05
(YKK159) for design pressures based on size, configuration, and
d for differences. in test methodology, if any, between tested
and those editions referenced in the current Florida Building Code.
lowing test standard edition(s):
g Code references the following, editions of the above mentioned
After review of the above mentioned referenced standards and editions, it has been found that the results
and tests carried out meet the requirements for compliance with AAMA 501-05. All referenced standards
have been found to be equivalent.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
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SHADE STRUCTURES SPECIFICATIONS
This structure has been designed in accordance
with the requirements of the 2014 Florida
Building Code Chapter 16, structural design.The
following wind load. requirements, in accordance
with section 1609 we employed in the design of
the structure:
Basic wing Speed :160 mph (3 second gust wind Speed) '
RISK CATEGORY 2 Wind Exposure: C
1. ALL FRAMING TO BE 1" x 1" x.093" ALUM. UNLESS NOTED;
GRADE 6061-T6
2. ALL WELDS TO BE FULL CONTACT, FULL PENETRATION
WELDS IAWAWS D1.2 .
3. ALL FABRIC TO BE NITE LITE 2603 RED C
4. ALL FRAME:TO MATCH FABRIC COLOR
5. ALL WELDS TO USE 4043 ALUM. ALLOY FIBER
6. ALL DIMENSIONS WILL BE VERIFIED BY THE AWNING -
0
.FACTORY
STANDARDS
2@46'-0" x T-0" x 3'-0"
1 @24'-0" x T-0" x T-0"
-
Basic wing Speed 160 mph (3 second gust wind Speed)
RISK
CATEGORY 2 Wind Exposure: C
CASTLES DESIGN GROUP, INC. .
.
1.
ALL FRAMING. TO BE 1" x T x.093" ALUM. UNLESS NOTED;
REVIEW IS FOR.GENSRAL
GRADE 6061-T6
COMPLIANCE WITH CONTRACT
2.
ALL WELDS TO BE FULL CONTACT,.FULL PENETRATION
DOCUMENTS.:;- r;
3.
WELDS IAWAWS D1.2
ALL AIR FOILS TO BE 2" _
NO RESPONSIBILITY IS
4.-
ALL FRAME COLOR TO BE BLACK
ASSUMED FOR CORRECTNESS 3.
5:
ALL WELDS TO USE 4043 ALUM. ALLOY FILLER
OF DIMENSIONS OR DETAILS.
6.
ALL DIMENSIONS TO BE FIELD VERIFIED BY THE AWNING
—
FACTORY.
NOEXCEPTlONSTAKEN ' ~
LOUVERS —
MADE CORRECTIONS NOTED
4@4'-4" x T-0" x 7'-0"
REVISEANDRESUBMIT
REJECTED ;
DATE.
Basicwing Speed 160 mph (3 second gust wind Speed):
RISK CATEGORY 2 Wind Exposure: C
1.
ALL FRAMING TO BE 1" x 1" x.093" ALUM. UNLESS NOTED;
GRADE 6061=T6
2.
ALL WELDS TO BE FULL CONTACT, FULL PENETRATION
WELDS IAWAWS D1.2
3.,
ALL SCREENS 4" OR 6" MINIM GRID SPACING
4.
ALL FRAME COLOR TO BE MATTHEWS. FINISH BLACK
5.
ALL WELDS TO USE 4043 ALUM. ALLOY FILLER
6.
ALL DIMENSIONS TO BE FIELD VERIFIED BY THE AWNING
FACTORY
SCREENS
6@4'-0".x 10'-0"
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AWNING FACTORY HEREBY RESERVES ITS COMMON LAW COPYRIGHTS AND OTHER COPYRIGHTS IN THESE PLANS IDEAS AND DESIGNS. THESE PLANS IDEAS AND DESIGNS .
ARE NOT TO BE COPIED OR CHANGED IN ANY MATTER OR FORM WHATSO VER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING THE EXPRESS
WRITTEN PERMISSION FROM AWNING FACTORY, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSION.
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-RPR-27-=0E-9 15:23 From:PSTRUP
21i6 696 0010
To:199e3719110 p.2/11
E84-95
SURFACE BURNING
CHARACTERISTICS
Coastline Pius Sail White Style
27DO, Lot #931-88
Report No. 15688 - 101442
April 28, 1997
Prepared For.
Webl on, Inc.
98 Fox Island Road
Port Chester, NY 10573, U.S.A.
.... , , . 11 MC iJ-1 JJ WA- P *P rnn2 of JdH
APR-27-21029 15:23 From:ASTRUP
Report No. 15688 • 101442
�'" R'abloa, Inc
.rl
Test Material: Coas
I
16 696 0010
ABSTRACT
To:18883718110 P,3'1:
Page ii of ii
April 28, 1.497
Plus Sail White Style 2790, Lot #931.88
'lest Standard: ASTM E84.95 Standard Test Method for SURFACE
BL 'G CXULkCTERL9nCS OF BUYLDING
MATERi i,S (ANSI 2.5, NFPA 255, U-BC 8�1, UL 723)
Test Date: April 28, 1997
Test Sponsor: Weblo Inc.
Test Results: FIAINM SPREAID LNM EX = 10
SMOKE DEVELOPED LN-DEX o 150
The description of the test procedure and specimen evaluated, as well
as the observations slid re Its obtained, contained herein are true
and accurate within the Limits of sound engineering practice. These
resides are valid onlylfor the specimen(s) tested and may not
represent the perform anc of other specimens from the same or other
production lots.
Omega Point Laboratories, Inc. authorizes the client named herein to
reproduce this report only if reproduced in its entirety.
The test specimen identification is as provided by the client and
Omega Point Laborattories accepts no responsibility for any
f�ccuracies therein.
Ernst C, Schmidt Jr.
F Lre Test Engineer
William E. Fjtcb, P.E. No
Executive Vice Presideat
155296
Date: April )R 1997
s. -
—. , , 7r1i 71cu-1 .JU I.I-�/ 7 :O Rnn7 nr jdu
APR-27••2q,09 15:23 From:ASTRUP
Report No. 15688 - 101442
Weblon, Inc.
L 11MMODUMON
This report describes the re.
for SURFACE BURNING (
MATERIALS (1) , a method
behavior of building materia
such as ceilings or walls, prt
by its own structural quality
for use, is capable of support
test period.
6 696 0010 To:18863718110 P.9,11
Page 1 of 6
April 28, 1997
Ls of the ASTM E84-95 Standard Test Method
kRACTERISTICS OF BUILDING
determining the comparative surface burning
This test is applicable to_exposed surfaces,
led that the material or assembly of materials,
manner
the in which it is tested and inteaded
itself in position or being supported during the
The purpose of the method is io determine the relative burning behavior of the
material by observing the flajne spread along the specimen. Flame spread and
smoke density developed are reported, however, there is not necessarily a
relationship between these too measurements.
'The use of supporting mates
lower the flame spread index
specimen could be tested wit
appropriate for obtaining cot
cellular plastic materials... T
to such a degree that the eon
low flame spread indices that
testing materials that rexnai:
This test method is also
This standard should be c
of materials, products, or
under controlled laboratc
describe or appraise the f
or assemblies under actuc
test may be used as elem.e)'
account all of the factors i
Are hazard of a partieuld,
(1) American Society for T
Fire Standards
:als on the underside of the test specimen may
I
rom that which might be obtained if the
out such support... This method may not be
parative surface burning behavior of some
?sting of materials that melt, drip, or delaminate
inuity of the flame front is destroyed, results in
do not relate directly to indices obtained by
in place."
under the following desigaatioae;
ANSI 2.5
NFPA 255
UBC 8-1 (42-1)
UL 723
reel to measure and describe the properties
:ssemblies in response to heat and fiance
y conditions and should not be used to
,e hazard or fire risk of materials, products,
Are conditions. However, results of this
`s of a fire risk aasessnwnt which takes into
hick are pertinent to an assessnsent of the
end use.
ng and Materials (ASTM), Committee E-5 on
f
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APR-27-2009
15:23 From:ASTRUP
Report No.
15688 • 101442
Weblon, Inc
.
IL PVR1ppSE
The ASTM E84-95 (25 foot
.
suuface flame spread and s:
from tests of mineral fiber c,
test specimen surface (18 in
Sre
exposure during the 101
surface ,and density of the r,
results are presented as the
calibration materials.
6 696 0010 To:IaGe371611e P.5/11
Page 2 of 6
April 29, 1997
el) test method is intended to compare the
developed measurements to those obtained
t board and select grade red oak flooring. The
wide and 24 feet long) is exposed to a flaming
:e test duration, while Game spread over its
ing smoke are measured and recorded. Test
?uted comparisons to the standard
The furnace is considered under calibration when a 10 minute test of red oak
dec]dng will pass flame out the end of the tu=eI in five minutes, 30 seconds,
Plus or minter 15 seconds. Mineral fiber cement board forms the Zero point for
both flame spread and smokeldeveloped indexes, while the red oak flooring
smoke developed index is set as 100.
ZIL DESCRLPT ON OF TEST SPECII MNS
Specimen identit;caticn: Coastline Plus Sail ate Style 2790,
I Lot #931.88
Conditioning (730
Sped,
Specin
Speer
M:
Total Sipe,
Adheaive or coating ay
Moe ndng Method. -
The test specimen was sup
pi
91eciimen description:
Tbe test specimen is desc
Style 2790 Lot 931-88". ^
fabric with a polyester scr
embossed Bide facing the 1
ate RQceived:
4/23197
Ite Prepared:
April 23, 1997
& 50% R-If ).
6 days
m Width (in):
24
n Laugth (R):
24
n Thickness:
0.01 it.
trial Weight;
NIA BE./sq. yd.
,n®n Weight;
4.88 lbs.
ication rate:
N/A
with steel rods and wire mesh.
ed by the client as the "Coastline Plus Sail Wbite
s test specimen was a three ply vinyl laminated
. The fabric was placed in the tunnel with the
hers.
o�
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APR-27-2009 15:24 From:ASiRLP 216 696 0010 To:18893718110 P.6/1:
Report No. 15688 - 102442
Wablon, Ins Page 3 of 6
April 2a, 1997
IV- TEST RESULTS
I
The test reisults, computed on the basis of observed flame front advance and
electronic smoke density measurements
_
are presented in the following table..
In recognition of posaihle variations and limitations of the test
method, the
results are computed to the nearest number divisible by five, as outlined in
test method. the
Mile
no longer a part of this standard test FuelContributed Value
has been. computed, and may be found on the co�ute p ntoutt sheet in
Appendix.
Test Specimen Flame Spread Smoke
Index Develoned
Mineral Fiber Cement Iard 0 0
Red Oak Flooring n/a 100
Coasd ne Plus Sail White 10 ISO
Style 2790, Lot #93I.48
The data sheets are included in the Appendix. These sheets are actual
Print-outs of the computerized data system which monitors the ASTM E84
apparatus, and contain aU mlibration &ad specimen data needed to calculate
the test results,
V. OBSERVATIONS
During the test, the spec
manner: There was stes
Flaming drops began to !
consumed is the area of I
10:00 duration.
After the test, the specie
specimen was 100% cons
10 ft.. There was a dark;ii
discoloration from 12 ft.
?n was observed to behave in the following
ignition of the specimen at 0:11 (min:sec).
from the specimen at 0:23. The specimen was
burners at 2:00, The test continued on for the
en was observed to be damaged as follows: The
=ed from 0 ft. • 8 ft. and 25% consumed from 8 ft.
liscoloradon from 10 ft. - 12 ft, and a light
24 ft..
on�r
- . . -1 I - I . - LI J07 C. Onn 7 m0 _lAU
APR-c,7-2009 15:25 From:ASTRUP 216 696 0010
�• - Report No. 16888 - 101442
Webion, Iran.
f
"PENDICK
DATA SHEETS
T c : 1 E383718110
P,7,11
Page 4 of 6
April 28, 1997
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APR-27-2809 15:25 From:ASTRUP 216 696 0010 To:18883718110 P.10/11
t•trb=U4`dM l' K I Ue: UU NP1 HtrNUUL 111 FAR NO. 17 i 7754521; P. G2
The
• Organization, Inc,
FCewed;04114,01005 Cempleted:D41t 9/20DS ,Letter. L
,,--�.__asJW&blan Codine C 2-790 CP 6: Sall WI
_MA
_Lrb p.0.#:p20A529
CP2790
96.0 Allen BoWevard
Farming°a(e, New York 1173; •ft20 USA
Tol. +1 ISM) 293-Ar#44 Faa •t (&21)103.8gS6
e-mail: 1nfDG9uwnaW. uurn
Pape I
Test Acpert v: 2•566.27.0_
Tested For; Valeritt Wagtnan
R=cljbte Products
Y teat. h'FPA 701.2004 TMg2 Plrl �I 0
PO Box 435
8rnigsVille, PA 17315
Tel: 1 •(900).772403.6 $Y1;
Fax: 1-(717)•767-1 l I 1
Pt:iH
T'F.2T 4 clil; ion TestWIPPA 701 - Stnv:dasd iaoehads of FLre Teets tog Flalso PrOpZgation of rexa {Le& and Fi:me
- 20D4 ¢ci;i�n _ Test Method q2 - plat Sheet Specimena
SPBCIMEN CONFIGURATION: Ixl Single Layer; I) Multi Layer
R=6 WS RSPORTEz: 1x1 rni ti a l ly
I )
f ) ltltar 3 dry eleaninge
After 72 hours .later leaching
( )
( ) After S launder.Lngo l60•F
'Burn
Atte: too haur0 aeeelexaeeu Weathersng
RrSULTS ,
Length Afterflame Dril
Specimen 0 p
(sAecndal
Char Geageh
..------- (e1Corde)
(mrn)
2 a °
130
0 0
0
]SO
4 0
°
7A0
S p
400
6 0 °
°
320
9 0
0
310
a °
0
Sao
9 °
G
310
30 0
280
0
260
AAP-40'"M ,TE McZaRT OP MATIRiA,L (as MeaaLred try 00vmark)
FALLURB CRITERLAI For oath Individual a peaimen --
+LtLcrfleme Drip Burn
.. _ . -
Chaz L,r ngtri
Eseoe3a 2.0 seconds - -......
• Lxceldg 2.41u®_onds
_..._....--.-.-..-•---
sAeeed. 43S nu: I17.1.)
pETES7 PgOv;Sj0N. Test 5 additional speCilene .e an]y i
spectn�en fail®.
CONCLUSICW: Sneed On Lhe Ab"a Results and PaLlsre Critex10,
the item tested:
fxl Passes; ( I Failej I 1 Itequires tIsting of 5 additional specimens
=RTIPICATICN: Z Certify that C!20 above r Iau!Cj Ware Obtained after teoeix�o p acibewa
with the proosdures and equip*pt in
apeeifldd by NPrA 701
Spccieena.
2001 Edition 'feat Mettrod 91 Plata:zS?Ae vcordaiwe
• AU'I7;pQI28D S:GDTATURt
na CovKARt; ORG11tt I log, INC. / j tl
(Page
1 of 21
A vo'ce Copy
APR-27-2009 15:25 From:AS7RLP
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Reaiived:G4/14f1�Q5Camptetad:04/t8r2005 after:L I rb P.0.p:P203529
Cifeat't WablauCossclirl< CP2-/90 CP 62 Sail Wl>i1e CP2790
ldentifica ties
?csted For: Valerie Wapman
96-D AWnn Bculev;;rd
P3rm1nAda19,NewY0rk 11735.FA28 USA
7e1. •1 (631) 293-8944 Fax •1 (531) 293.0956
s-mail: trf0CWV"1r7rk.Com
Pagc 2
Test Report 4! 2 "66?7.0
iiercolift Products Kep 7tn: NFPA 701-2004 7'M#2 Flat
PO Box 435
EffsBrvAK PA 17318 Tel: 1-(800)-772.0436 EXt:
Faz: 1-(717)-767-1111
IPRE N2�Z'f:bNING, IxI 2 hr w 220-p 16tandar I
( 1 74 lira 0 68t94P ;Al[e{rnate: Ma[ezi®) a."rttske/die[4rt:o ®23o�A)
NOt1�' RK9
CCWERSZON VA-- 7RS:
MO • 25.4 - inches
9/m' • 28.35 x .833 a 02/ydr
(aa9e ,2 of 2 )
The msuhs aontsinod In tn,s lspoft rclato only lu item(i) icsted, Do tut report shall aoe Lc
., Mvoicr Copy
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