HomeMy WebLinkAboutPRODUCT EVALUATION REPORT■
R R W Building Consultants., Inc. Cojjl Y moor Copy
W t� Gonsulbngand;Bngincxmg$eriieesf6r;ftBuifding7ndustry SCANNED
D RA x?ibYdNgt;FL'3354; M&IIi3.09.9197 BY
iloridaeond ofPrdrwvinatEi )*k Cehia= ofA6tW.=1I6nNa 9813 St. Lucie County
/doiz Report
I
Product_
Sun Category
Manufacturer
Product Name
Cate o'
SwingingPlastpro
Inc.
Smgothi Wood Grain / White Wood Grain
Exterior
Exterior Door
5200 W,. Century Blvd,
Rustic I-Mghogany
Doors
Assemblies
LdsAityeles, CA
Series Fiberglass,Dgor
.Phone 440.969.97n
Dutswing="Impact,
Scope: Product Evaluation;reportissuedbyRW'WildingConstilfants,Inc..>-LyndonF.' Schmidt,PE,(System.ID#10981for
Plastpro:lno., based aP Rul.KbaptarNd 01G20.3,.Method lD oflhsState nf Florida ProductApproval, Department of
Business & Professional.Regula5on.
RWWiiding Gonsulfents and Lyndon F. Schmidt, PH. donot have nor will acquue financial interestin the company
manufacturmg�or�istnbotrng.theproductior iri any other entity. involved in the approyal process of the product named
LimifaStrns:
1. This product -has beenevaluated and is3n compiiancelmlh the5th EdiffonP141 Florida Building. Code (F13C).strudtural requirements
Including the"High Velocity HWearie.Zon@ .
2. Product anchors;shall beat. Usted and spaced as shownon details. Anchonembedment to base materiaLshall be beyond wall dressing.
or stucco..
3. Whdrlveed'ihihe"H'7FW Wis product comp0eswith Section 1626 of the Ffoifda Bu7ding Code and doesnotrequirean impact
resistaritpovering
4. Wfieri.usadinaieasoutside oENle"WHZ"requfrfngwindbornedebdsprotectonthis productcomplisswithSedion1609.1.2ofthe.
FBC and does not requlreah impact resfefantcovering. This product meets 7nissfte4evel "D" and includes Wind Zone 4 as defined in
ASTM•c'1998:;afldSactiora'f6Q9_1:2,2efthe FBC,
5. For 29stud framing consfractton,anohorirfgpf.fhese'units.sirallbe.thesame:sslltatshown%for2xbuckmasonry oorislraction.
6. Site:oonditiogslhat deviate from the-doWs.ofdrawhig Ft 16180.h1. require furfher.engineering analysis by,a licensed engineer or
registered arrdfdect
7. This product meets water'i0fiffrati0n i'egyfrements for "H1M.Z':,
a. See drawing FL-15.180.11
for size and design pressure limitations.
Supporting Documents;
1. Test Report No.
Test Standard
Testing Laboratory
Signed by
TEL 01390365 "
TAS201, 202,:203-94.
7esdng-Evaluation Lab„Inc.
Lyndon F. Schmidt, P.E
CTLA924W&924W1
TA&201t202s203-94
CediHedTesOngiaboratories
Ramesh Patel. P.E.
ETC 07-209-19303.0
ASTM 02643-W9 ASTM o6.35:y8
EfC:Laboratodes
Ben Meunier
ASTMG11.92"E9 AS.TMD838-03'
ETC08-20920601,0
ASTM D2349-99,:ASTMI0.635.96
ET(1latwratories
GudmderDhami
ASTM D792g•96,,ASTM D63$03
ETC OB-255-17412A:
ASTIitEN-05
ETC-Lsboratbrles
Joe Doldan, P.E.
ETC 05-255-16776,0
'ASTM G26-95; D2843-99, D835-98,
ETCIaboratodes
Jog Widen. PE.
.
D 1929;06, Db'38:g3
2. Drawirrii No.
Prepared 60
Stgned &'Sealed by
No..Flr1�5t80.lt
RWBtitTding_Cotiultmnts,.inc..(CA#9813)
Lyndon F.Schmidt P.E.
3. Calculations
Prepared bv...
Signed & Sealed by
Anchoring
RW Buildfirg Consultants, inc, (CA#0813).
Lyndon F. Schmidt, P.E.
4. Quality Assurance
..0=1't4s�3 d
�;,• �,. 3 �1 sdsg a�
Certificate of ParticipationissuedbyNallona6AobradlWoi3and
Nlana ementlnsbtute;teAjfyin'tttStPias ro
9 0 tp 9 p dudes.
within aquarityassurance
,fo.fda.is'mariufacltidh
.
programthat complies.,vithW115C17020anc[
nf� 434v9 a
Gufde-53;
b ..
-1 fv�'
r
$'Trills:: uF e\�eo.
et.a
•,L.aytt �°•`r�tic4�? Lyndon F..Schmidt, P.E.
``+'•' b° FL PE No. 43409
-%%16G 4/2412016
Sheet 1 4f1
n
pIastpro
5200 W. CENTURYBLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
"IMPACT"
GENERAL NOTES
f. This product has been evaluated and bin compliance with the AEdition 120f41 Florldo Buldktg Code
(FBC) stnfclaal requirements includkV the'tligh Velocity Huldcane Sae' (HVHZI•
I Productanchm stroll be as rested and spaced as shown as deto6tAnchor embedment to base=left
shag be beyond welldrezing orslucoo.
3. When used In the'HVHr this product compiles with Section 1626 of the Flodda Building Cade and does not
require an Impact reststontcovering.
4. When used in oreas Omslde of theiiVKV reclamng wind bane debm protection lay praeucl complies VAl
Section 1607.1.2 of the FBC and does not require an Inpacf apWantcoveMg.Thls product meets mczle
level "Vand Inckides Wlnd lone 4as dented in ASTM E1996 and Section 1609.1a2 of the FSC.
5. Fa2(stud horning comhuctlon,anchoring of these units shall be the same as that shown fa2r buck
masonry ca druclbn.
6. Site conditions that deActefrom the dollars of lhtsdmvdng require Whetenglneefing am"bya
Named engineerormgidered ochliect.
7. Ouhwing configumilons meet waterhAlratkln requirements fa'HVt0.
S. Inswing eonfIgwaflons do not meet the waterinNhalloon requirements forthe'HVHr. Ihsw ing unils shall be
Installed only In non+wbifable aeon oat habitable locations protected by an overhang or canopy such
that the angle between the edge of canopy oroverhang to 90 is lass than 45degrees.
TANEOFCOWNTS
SHEET#
I)SCRIPRON
I
Typicalelevotiom design preswlez 6. generalnotes
2
0aarfsaleideta&
3
NodsonlNaausecHaa
4
vedkalcronsecHom
5
Buck and frame anc -2X buckmawmycoruhucHon
6
Ramean •1% uckmawnoa%tRxtion
7..
BU of mote camponems
37.0'MAY OVERALL
r— fRAMBWronl
37.W
INSWING
x
+47.5
•47.5
B2.i)(1'
37.W
OUTSWING
x
+50.0
•50.0
80.50"
H
�d
io a
d
i
3 3
n�
�o =
-Z i
sea 21 12 1
ua N.T.S.
tie JK u
2 e LFS 3
rytq m
FL-15180.71
---------------
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PANaHWHT
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FIBEF TPWiDOOR
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dU4PIN0 f.ON3ULTANIS, INF
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PAero Na: et3A39a18]
WMIE TO 51N ER i iEC
DATE
IOY
RE
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11
-finc L CRM SECTIONS
Nn{8109
.43409
B=INO CONSL"Mkx . MC.
PA. B M. Valr m MOB
TYP. HEAD
&JAMBS
MASONRY
OPENING
2XBUCK-\
LJ
d
CONCREFTEANCHORNO BUCKARCHORM SMIAMS
'1' I. Concrete asx
edge cbsf� to mojtar)oEnft
2. r�ctafe anchorlocalions noted cm`MAX ON CEN]Wmtst be a4mW to
niokd" the nth. edge to fo morlarjoInts. aMiliond �fa anchom
may be ieqLftd to erme the ?AAX ON C84W dmerislan we not e=aodcd
3. concrete ancillor fa(Na.
g1mg,F&A
NOR
. .....
ITW
TAPCOg,
11r
4-
ELCO a
ULTRACON
1/0
I-11,r
V
4-
WOODSCREWINSTALLAT04NOYM.
dWance. & P'ac. saacho of
-1 I.Momfoharrimma, a cffst� ren
woodsa� to pre sofflng ofwmd.
OTTP,HEAD
Mes
MASONRY
OPENING
FRAME
Mommy2)(buck=dructlon
I
.. . .......
J TYP.NEAD
gzs
MASONR
Y RY7
OPENING
NW09MAR
FRAME e,
lXBUCK zm
LT-------
=XEJAIa f[INGUAMB
LATCHADW11OLTDIFFAIL
z
ElgM
avu 02/21/12
TZle N.T.S.
jK 0
3Aw i-vr r LFS
L
utmacox
a
AM OPMATERIALS
AON - - .
mAmml
1XSUCKSG> 0.55
WOOD
2XBUCKSGxi0.55
WOOD
1!4"MAR. SHIM SPACE
Ebacx
1/4"X2-3/C ELCO OR ITW CONCRETESCREW
STEEL
MASONRY-3A00 PSI MIN. CONCRETE CONFORMING TO ACI301 OR HOLLOW BLOCK CONFORMING TOASTM C9000NCRETE
3/16'X 3.1/4' PFH HW CONCRETESCREW
STEE.
1/4'x3.1/4' PEE ELCO OR ITW C0NCRITESCREW
STEEL
I
T/4'X2-1/4' PM ELCO OR RWCONCRETESCREW
STEEL
J
1J4" X Mle PEN ELCO OR OW CONCRETE SCREW
STEEL
K
R9 X2.1/2' PFH WOOD SCREW
STEEL
L
08X2.1/TPEN WOOD SCREW
STEEL
M
#8X2'.PFHWOODSCREW
SfE1
7
FORCE WEATHERSTRIPPING BY ENDURA
FOAM
8
COMPRESSION WEATHERSTRIP QLON 650 BYSCHLEGEL
FOAM
9
4"X4'BUTf HINGE
STEEL .
10
#9X1"PRi WOOD SCREW
STEEL
11
#9 X3/4'PFH WOOD SCREW
STEEL
20
FINGER JOINTED PINE PRAMS HEAD A HINGEJAMBS
WOOD
21
POLY flBER JAMB
COMP./VINYL
27
LATCH STRIKE PLATE
STEEL
2B
DEADBOLTSTRIKEPLATE
STEEL
29
OLHSWBTG THRESHOLD BY DUR
ALUMJWOOD
30
WSWING VINYL DOOR BOTTOM SWEP BY ENDURA
VINYL
31
OUTSWING BUMP THRESHOLD
ALUM,
32
VINYL DOOR BOTTOM SWEEP#3628 BY HOLM WD.
PVC
33
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM./WOOD
34
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUMAWOOD
40
DOOR PANEL -SEE DOOR PANEL DETAILSHEET FOR CONSTRUCTION DETAILS
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FL-15180.11
Chalaire and Associates, Inc. Engineering Consultants
721 US Highway # 1, Suite 21 Z North Palm Beach, FL 33408 (561)848-7055 Fox (561)848-7057
Email: chalaireassoc@comcast. net —Website: wwwchalaireandassociates.com
August 29, 2017
RESIDENTIAL ENTRANCE DOOR REPLACEMENT
For: Village North Condominium
a.k.a. Sheraton PGA Vacation Resort
8702 Champions Way
Port St. Lucie, FL 34986
This specification package is for the replacement of front entry doors at the residential units, at
3 buildings, 42 doors total, locations as shown in the attached drawings. Only the doors will be
replaced. The contractor is planning to re -use the door frames and hardware.
SCOPE OF WORK
1. Remove existing doors and hardware, as required. Install new doors into existing
frames. Reinstall hardware.
2. New doors shall be Plastpro Series N Fiberglass Inswing.
3. New doors shall be installed in accordance with attached FL Product Approval # FL-
15180.11, or any current updates to product approval documents.
4. Obtain Association approval for color and any style options.
-A portion of the original construction drawings are attached.
-Wind load analyis is attached.
-Product approval attached.
Village North Sheraton Page 1 of 1
ZACLIENTSWillage North Sheraton\DoorSpec.doc:TC
Terri Chalaire, P.E.
FL Reg # 65587
15L.1
S'
Chalaire and
FL Reg EB
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►'ice tlJ IL/ •ENTRY DOORS AT
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ORIGINAL CONSTRUCTION D
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3/B• FIBER6LAY
REIt�OROED 57U000
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ORIGINAL
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ORIGINAL CONSTRUCTION DETAI
TYPICAL
M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI 'BUILDING CODE TRUSS PLATE INSTITUTE'S 'DESIGN SPE(
REQUIREMENTS FOR MASONRY STRUCTURES' (ACI 530-95/ASCE 5- LIGHT METAL PLATE CONNECTED ROOF TRUSSE!
OUS 95) AND 'SPECIFICATIONS FOR MASONRY STRUCTURES' (ACI
WAY 530.1-95/ASCE 6-95), EXCEPT AS AMENDED BELOW. WT-2 PRE-ENGINEERED, PRE -FABRICATED WOOD TRU;
CONNECTIONS TO EACH OTHER SHALL BE BE&
M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND INDICATED IN NOTE WT-7 BY A PRO. ",S]
ARE SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. REGISTERED IN THE STATE OF FLORIDA.
ORE IWT-3 SIGNED AND SEALED SHOP DRAWINGS
M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING PALL STRUCTURE CONFIGURATION WITH MEMBER SIZES AND CONF
ALL MASONRY .UNITS SHALL BE LAID PRIOR TO CONCRETE LAYOUT WITH PIECE MARKS, REQUIRED TRL
FOR PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. CONNECTIONS, DESIGN LOADS, DURATION FACTOF
ITH . DETAILS MUST BE SUBMITTED FOR REV]
ER. M-4 USE TYPE 'S' MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF F
ON 1800 PSI. ABRICATION.
M-5 MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUM WT-4 PRE -FABRICATED WOOD TRUSSES SHALL BE F
DNS COMPRESSIVE STRENGTH OF 1900 PSI ON NET SECTION TO SOUTHERN PINE (SPIB) KILN DRIED #2 OR BET1
1;S/ PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) OF AND #3 GRADE OR BETTER FOR WEBS.
1500 PSI. WT-5 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCL
DS, M-6 PROVIDE FILLED- CELLS -AS SHOWN UWK PLANS.. IN ADDITION, CONTACT AREA OR SCARFED AREA OF WE, - NE
IN PROVIDE FILLED "CELLS ADJACENT ALL •OPENINGS AND. AT SHALL BE. CONNECTED YITFF'ONE REQUIRED E,,_.,f:
FOR ANCHORAGE OF CONNECTIONS. WT-6 NUMBER OF PANELS AND DIRECTION OF WEB ME
M-7 USE METAL LATH OR CAVITY CAPS BELOW TIE BEAMS OR KNOCK- CONTINUOUS OR SIMPLE SPAN TRUSS DESIGN REAL
\1►LLLUrqW,r� COURSES TO BLOCK UNFILLED CELLS, FELT OR OTHER BOND
N\\�� �$(�lj r;YG MATERIAL SHALL NOT BE USED. Wf-7 TRUSS DESIGN IOADS AS FOLLOWS,
ICT�4 .,...,. ,,.� ......... �.,... ,�..
-
m
zil ORIGINAL CONSTRUCTION NOTES (TYPICAL)
TO BACK
)NTAL
AL
ALES
.R LUMBER
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co; C)
ORS
4
STRUCTURAL DESIGN CRITERIA
D-1 CODES, - STANDARD BUILDING CODE 1994 EDITION
D-2 DESIGN LIVE LOADSi
ROOF 20 PSF
RESIDENTIAL AREAS 40 PSF + 20 PSF PARTITIONS
CORRIbORS 80.PSF
STAIRS 100 PSF
PRIVATE BALCONIES 40 PSF
MECHANICAL SPACE 125 PSF
STORAGE SPACE 100 PSF
D-3 DESIGN WIND SPEED 110 MPH
USE FACTOR 1.0
D-4 SEISNID ZONE 0
D-5 ALLOWABLE SOIL BEARING PRESSURE 2500 PSF
BASED ON REPORT MADE BY UNIVERSAL ENGINEERING SCIENCES DATED
DECEMBER 23, `1997,
CON
LION (VOTES (TYPI
�i
RC-9 CHAMFER ALL EDGI
OTHERWISE
RC-10 ALL REINFORCliK
INSTALLED IN ACCI
MANUAL, ACI-315 11
RC-11 REINFORCING STEEI
FREE FROM RUST,
GRADE 60, WITH MI!
RC=12 ALL SLABS ON GRAI
FIBERS IN ACCI
RECOMMENDATIONS Al
RC-13 WELDED WIRE FABRIC
RC-14 LAP CONTINUOUS F
CONT. BOTTOM' °`E
MIDSPAN UNLESSS ^:F
RC-15 TERMINATE ALL D1
DEGREE HOOK (PLACE
RC-16 PROVIDE THE
REINFORCING,
SEE ARCH
r 9 CONT SLR DN
EXTEERIO12 HAMBRO JOIST
R)
(2) #4 CONT IN CONC �
FILLED INOCK-OUT BLK
COURSES(TTP)
\ t / 3/4'=I'-0'
VERT REIN N CONC
FILLED CELL, SEE PLAN
SECTION 9 FRONT WALKWAY
3/4'el'-O'
WLF, SEE PLAN
"' OL SEE PLAN
T/SLAB
16' HAMBRO JOIST
INTERIOR)
T/SLAB
a f 3/I6 2
S W1F, SEE
WaTYP
12' HAMBRO JOIST
(EXTERIOR)
6 JOIST HEADER +
/
Chalaire and Associates, Inc. Ac Engineering Consultants
721 US Highway # 1, Suite 21Z North Palm Beach, FL 33408 (561)848-7055 Fax (561)848-7057
Email: chalaireassocQacomeastnet- Website: www. chalaireandassociates. cam
WIND LOAD ANALYSIS
August 28, 2017
For: Village North Condominium
a.k.a. Sheraton PGA Vacation Resort
8702 Champions Way)
Port St. Lucie, FL 34986
Re: 3 Residential Buildings - Entry Door Replacement
Based on Florida Building Code reference to ASCE-7 Used ASCE 7-10 Chanter 26 and 30
PART 2: LOW-RISE (h<60') HIP ROOF < 27 ° ENCLOSED
1. Risk category II, per Table 1.5-1(pg. 2)
2. Basic wind speed, V = 155 mph per Fig 26.5-lb (pg. 247b)
3. Wind Load Parameters:
a. Exposure Category B, per Section 26.7.3 (pg 251)
b. Topographic Factor, Kzt = 1.0 per Section 26.8.2 (pg 254)
4. Wind Pressures at h = 30'
a. Pnet30 = -47.0, +43.3 for Zone 4, per Figure 30.5-1 (pg 346)
b. Zone 4, lat, 2"d, 3`d floors, using a=6.8' for 1', 2°d floor, and a=5.5' for 3`d floor (pg 345)
5. Adjustment Factor for Building Height and Exposure
a. T= 1.00 per Figure 30.5-1 (pg 347)
b. Pnet30 = -47.0, +43.3 for Zone 4
c. Zone 4, 1st, 2nd, 3`d floors, using a=6.8' for ls% 2"d floor, and a=5.5' for 3`d floor
6. Adjusted Wind Pressures
a. Pnet = ( a )( Kzt ) (pnet30)
b. Pnet = (1.00) (1.0) (+43.3) _ + 43.3 PSF
c. Pnet = (1.00) (1.0) (47.0) _ - 47.0 PSF
*ASCE 7-10 is ASD USE 4 + 43.3 PSF, -47.0 PSF for Walls, Zone 4
*For Ultimate: USE 4 + 26.0 PSF, -28.2 PSF
Max -Design Pressure Capacity for Proposed Doors, Inswing: +47.5 PSF, -47.5 PSF��\����li CNJI�//��
Plastpro Series N Fiberglass Door, Florida Product Approval FL-15180.11 \�� Q-qN
+43.3PSF, 26.0 PSF <+47.5 PSF 4 OKAY No 85587
-47.0 PSF, -28.2 PSF < -47.5 PSF 4 OKAY
Terri Chalaire, P. STAIT
FL Reg # 65587
Village North Sheraton Page 1 of 1 Chalaire and
Z:\CLIENTSwillage North Sheraton\WLA.docx:TC FL Reg EB 6834
rs i
LOGANCRELIES,rs. _�
'Wood -Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING/ OUTSWING
'7MPAcr, i
GENERAL NOTE$ ,_ y'
1. This product hasbeen evaluoted and lsTncampgam::with tha th Edition 12D141 Rodda Building Code
(fbC) structural requlremenbfnctu fmO the With Vekdtylluaicane Zone^ (HVH4.
2 ProductanahmssMfl bear Wed and spaced assimm on detWLAndlorembedmem to base matelot
df W b0 beyond wag dressing or shuco.
S. When used in thalIMINs product compUmvrithSea0on 1626 of the Nation Building Code and doesnct
require an tmpactresMant covering.
4• wmm area inMOS MISIE10 ofIna -HVHZ' requNrtityMd borne damnsproteclon thbproduct am" wo
Section 1609.12of the FBCand does not mqugeanhsmoctrasMonteoveNo.this product meets mgsge
IeveIV and Inchrdes Wind Zone 4as definedtr ASTM E1996 and Section 1609.122 of the FBC.
5. FW2xstud frWMng comlmction,Wlchm" of these w& dwA be the same asthat shown for2r buck
masomydonshudion.
6. Site conditions that deviate fmm the details of this drawingrequhe rudherengineertng onayds by
Deemed englneerorreOlsterod orcldtect.
7. Ovtwfigcon%ftffa m meet wateriMOhollonrequhmenh for4NyHr.
S. Irmhrg confIgwdflansdo not meet ihewater0stihationrequtmments for fhe 9i W.IMAM urifsshall be
fratagod any In non -habitable areas W at habltabletocaramprotected by anoverhanit or canopy such
that the angle between tho edge otconopyoroverhongto 91 Is less than 45doii e
N\\
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BILL OFMAIIEMALS
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STEM
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11
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DOOR PANEL-SEEDOOR PANEL DEWLSHEETFOR CONSTRUCTION DETAILS
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Product Cate o'
Sub Categoly
Manufacturer
Product Wme
Exterior
Swm9Rfg
Plastpro lac.
Sm'eolh'1WoodGrafnlWhileWood Grain
Doors
Erdederpoor
52099K4;'WW;y Eivd,
'RusQgPMehcgarly
Assdmtilfe5
16slibgeles,
Ged4sN FV*xgJassJaoor
BRare44D.i189:s7TJ'
Dutswm = maaet.
Scope.. Product EvelluatiooxeportiasuedbyKW;6tifidingMrlsultgrrts,Inc.& Lyndon F,'SChmlilkP;E,tSystam.ID#1098).for
Plaslpto:Ind. .b etldtff/t'F�u18Cj1apter(3c'.'QlG2tk9,.Nle9wa1DoflheSmteofFioddaPmductApprmml,Dapadmentof
Business& Professronal',RgqulaSan
RW—BulldmgConwhants and Lym lan'F. Schmidt, P:E do not havenor will adquae financial mterest.in the company
Limrta$opa: u manutc ftordLstdbutrng4haproduef or ](12PY16thaf. invOved fn thetapprovalprdcbss of the product named
L This product.husbeenavaluatedand"comppaneawiththe-5thEdiffon(2014FFtorldarkhAding.Code(FSC)sWdulalrequirements
Including the"Nigh VaIoWHehi'leond ZpnB .
2 Product aachOm ell be art gstedamfspacodasshoWa..wdetails. Anchorembedmenttobase materiai.ehallbebeyond wall dressing
3. WhdLq. dtnlhe°N11HF'ylisproductcampGasyMBectioDlWooffheFloWaBuAdingCnde And doesnatrequireanimpact
4. When.uspdmareascuWdoofth8"HVRrregrn7fngwTrdbome-deVmprcWcdontWsprcductcompliesWilhSec&ml609.1.2ofthe
FBC and does act r$gUWAh tmpatd;test9fafitcovedrq. Thus produgtrileet6eoissife!feyet °4" and tneiades w1 fid Zone 4 as defined in
ASTM:1996xiit].$agio0 iSt19,1;rbFtile FBC..
6. For2)t stud frammg Cbasirac4ort arudrodngafHiaseangS sttall.tie 81esame es)natsfrown'•for2u butt mdeonry constfucdon.
6. Si2e cogdrfioga itrdf dEyJ�ie firm the details oPdrsvSig KL-ti51.tt repufre fiuNer aagmaHdgq anatysis by s licensed engineer or
registeredmdfiteet.
7. This pmduct'meeiawaie ftfiftTWrl :gyiremen{s for 4WHr,
8. See drewinak-15180 i1 for simanddeslgnpressure limitations.
SuPPOW09 Documents.-
1. Test Reoort No.
TEL09390305
CTLA 924W&•924W1
ETC 07-209�19303.6
ETC 0640s-2W11g,4 .
ETC M258.17412A
ETC OS-256.1677&0
2 Dra a+,r bld No.
No. FU15t80.1 t
3. Calduladons
Anchoring
4. Quality Assurance
Certificate of Participation
10no L'aboratoilt
Testing Cwvatua oo lab.j=
Ced�edrestigq Lsdarsimes
ETC:t4boratodes
ETCtaboratories
ETGLaboretoriee
6, ETC laboratories
Preplasid
RW Budding CoosulteAt%:Inm.(CAff9813)
Prepared by.
RW Building Consuifants, Ant; iCEk#8814
Zbeet 1 qT1
.No 4§ 09
STAVE: OF
Slawd b
Lyncon F. Ramesh Patel, PdE RE
Ben Meunier
G(jryu)derDhami
Joe Doldan, P.E.
Joe•Doldan,P.E.
Signed. &Sealed by
Lyndon F Schmidt, P.E.
Signed &Seated by
Lyndon F. Schmidt, P.E.
Mill/
m pb 4J4UE
42114
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