HomeMy WebLinkAboutProduct Approval tMMLS 27 aA SFiu"R7 27 va FLUSH 27 CA LOW-, DOOR HEIG4 -
SECTC QNS Tri ,60R,6:CEtS R E%SEED 7H Ct5704(OAL)<_£0R`THE GO u/. 73 WAS DRAWING 7D76�•i�R-.R=t
UL_IUAT£NIr;D SP+'E0 L.TEO £LGtt .CCGRD NC TO?Y.E RCRIDA
CLUAY 2050, 4050 .2051.405: 4453 <"Rw LP TO 7.L' _. .._.. 4 SULETIN CODE OR TtE ITTEnWMNAt•EULON tODE(EASED G:'J
. t
7 3'
TO 8:S S� As ,G)FOR Tr E FOLOWN CON.ATgN15 )Es3 LOSEl
ft%D.G,°)DOOR 1 2 .F W'd X V BUIL `.'G$`ND<20`.E;3). '
. 152.bey s?zG., I -- 9 iC3 IC s:` E - T
i h�LY.ES bs.bL31 64,SaG.=3:33 w ROOF SLOP AN a T-15'IN R9 AR"C(1t8S.NC NTH i
673D IT)'9' TEI C 1 7 1 Ah53jnA5Nb5 IcaSITE-SP-J.F CALCULAI!ONS EY R G::uiL=1E0
'7•'6' SG 74-D'I B ; DIS.GN PROVE Sroua AtAY DIFFER.
IDEAL ( 5DP33.145 SFL3R,136 SRP33, 134 { r
.4<3' TrJ 15 9' ..._._.7 I {SP MhTE I0 ..,7 lSS i65 LIS
740
��-En 4MPsfl i
G'TICNAL 1/8-ACRYLIC OR D58:LASS tTES AVAI ABLE,OaT{NAL,ACRYLIC 1•!AX SEC.i1QN HEIGHT: ?i' 'Ez DS?C
GbQINGG IS P,AEKa ITE OP'tX OR 'UCiE CP AP RO' O CC2 F,;AST:C IN MAXI- Cr.EG_Ry R, D S.C 4,C : H t POUND.t'MSi1Y 3
f ACCf,,RDAti1t WIT -V,IFB 260'6-(StE S C71OH 0 G).StiORi AND LG.I* � -'t i8P NI):O POLY 1YREN-c 2 GA .al:Y'STE£ TOP xLER
i LUTES APPROVED.CA7L.G IS NOT.MPAC; R£SI51A47.
j f teat ROC:H_Kr 4r .-y
IS, P.S. :5' -s0' Of 1 I'.SU'_A 1CN I.A.M.:7A.-zD /,^BRAC/ IdY.E ACR A-TA[NEDR
+ a A. _,_. TO EUTH.£KiFR1CR AND 1 N;1H(4)ST:4K,5/a MEET METAL
. WTERPR SKINS. 3ORnt5.
..ltd?ALT 2fS3j';hN7 fi55E:+t-?LY DUMLS N?"R-IQN k4Ba-T -n ttT_fGk+` F't LED C:,U BLOCK OR
SEE FUD DRAW[NG 104814-A
-
s
JAI �.€ __ U< ; "?%:0E7•:L oa a 3(B K4 SLEEVE ANCHORS t
• a t - J t___ L ___r IS+•ACT- sCT t�7 C'1+:STJryM /2 EL=E.0T7 OFi 29'OEt.:sRS } „A Srf�tett z q�R
e.a2r: 't'FY_r,a s5 tu+ 7�F (7.900 PSI wN fON M)OR Tt 4 r' :APCOM SCREWS'CTi SXO4%W_I.c-4G GA- G,
` ip _ _-$Ef L4rEi,4E^ ENitfii D0.R kSSELs3'-Y e'67A[lEJ IN'COYiDAxCC 1fRN It'z5 '!i"CEISTE'RS 20 Pyt 1.^.'t LOhR.Tc) DR 9"CEhTEEi. BAKED-ON?Rt.i.R aMd A
CZ {rt. 'ri 111_____1• kt",C rkL cm"•1 u FT 'k_*ero LOAD R 'REte•'IaS' 1HE AK•D-Gr t.'dYESTFF 14 C5.C,ALw',S .40LLe-R
+�{ I ';+tiT--- �jT t'T -- ;[ - {GROUT-F7LED C.,U&^CK WfSi•ERS Bt LVL£D WITH SLECVE D -
' •c ill 1,; r.l j FV-Q,0.al,"U Nu CAE lXD caIER' Iml E J:1 M.C`_'7E TAME KIXI £t„1 FASI d TO
_"I;.;:tr_=�1. �i x*D i5:ue:[-b^td Swot-u51sr ypr,;r REV5.AmT. An t•L'.2S, t-00 t�ASF'RS REDI.tREr M �1-F,PCOYS. tiCr.CRS D TOP•vOt•7. Cu0 S.7ri
{ NAY BE('3UT NO R O R_a)COUNTERSUNK 70 PROVIDE A 'a4 T u_ia_F,CREWS AND
Y ti R TRACK C FiG'RAT[Gt:
FLUSH MOUNTING SCR.ACE HORIZONTAL JAMES DO NOT /4".3/°�--LF•.,F::T;G'
t� - 11 t s T•1 1 - i TRANSFER LOAD '_CfLT1F.
ABOVE TH DOOR OPMNG J/
DC Nol TOT;UE LVD GROOVE d0.N75J
• RF " - - C D r3.o of .H._O wl k`4iTAL'?ACK^.(IIiT N - RS V -O" iSI,,4.T=A
( 5 - 1 r.E DIX1R<:srA:x :)5;4T .OLc OR >O;. OVER n
: '� = i'i "t -1t r___'_Tx =�' f.�((I O ME,
w.T S Nf 3P,?LK<Oi U.FT70N 1.'•LL _ 271-2-1-2
`9 K LNJL PRO,D ,C i AOJUS.SP TOG
RDrn D .D. D..,.F cTca. roz pi EW rAC•O-W ai ..
L'.DF L D"FA IF r EA 4-.NGr LOCATION MT f(}
OHi S-OE SEL :
IOrK PCriT;O!1 1 CT'rA^,^: r- 3 CA C• "TESL h•s as.6Kit. 7f4k'.14 f TAPFY,.
i' EACH rASISNED TO Y,XIn'j4M MlT, {
(11 61,6'.1-S/e- 1-3/8`
;.ur.E_raT.raTn»; yo`r�•+DN. 13 GA AW.STEEL BO:iOU BPAOK£T
('4,1<9+T PANEL SHOWN i ra<c><c.Ns.;,t� y
ATTACHED WM:2 (2) 74K5/ SH: tx TA SMR 11'5 0��2S GA S ft MIN.i TtRI`J 6K4w
C fiat. AK D G
Dwro YtR,R'A 'A-- - him DO'6.E TRAOK YSR'AI 'AU ATT..y'"1-'. '1CA�?,_.Ati�,�;),j,(3\�G"1� 2rf.£R ANC. BAKED-ON'aGl`•STE
»;, cw' tvP Isrtk PII- Lt)'vv F+EAbY[C3A4 t5 .It3 3 Lk SCREW.(1-1/2-EwST )+`*! C TER'' ;4 FDP CDAr.
-C_`w. = �. AVAILABLE AS A.On OH ',rt,SCREWS M..S l 5 O.C. YAS. A.LAG S_RE45 U.AY
C� sa:E / 2F 'BUT NO REOU R£..S 401 TRS K TO?4 iiDE
G? { D A FLUSH MOUNT NG SV.FACE,HORIZONTAL,1AIASS DO way. -`-"-.�A,.UJ.t:v1,Li r%iR'JSK?N
c,0• �� •
2'111v stc[t T.a^,K. 'WINSFER LOAD;
r 2'11: SIQiT_•uS:.O:A' A tTNY<\:'EATHEF,IOV
>Ct1T5fS I i 11
OITV�C
cube 571E ,STAND RD ASSE4tft+, f•'1 STRJT•.17'1, gilt rr
.� 'FA.^(ONM WSJ:;W ILC { l i,��{A"nH'.t�Lf4'..KE"PrP,TV.2 �S C t,P••_.SITE, YC'..YSi NEC£ a •.4',VZWG 3S VS.0 .t ES C3 AEC.
(`i x*YED tfr_'ic C.0 Y -IIti; c BF -ENS<LREsS ND->:0 ErE:II SO'II.C, tF+")VED zSte. �`C �'
1 E D034 A Silt.Y":SV U.D N_*_F_fJ nTK
i ^/94R LdEK[ CRT�R. sV+•aTGw
---1 eA�c^s.Trst i �_ TItS SCCi'GY ME-'75 NE It tGAJ K L�f.'<wTS 0 Tv;,
Q i"ASIDA EVIL09D CO+• R-N TL"xx4."L :F£C NO ODe.
4) y"i4 S31££F METAL SCREWS '�_�+ 5 DU dL.4S0I r T.E WPACY AES.:-1 *'tE.is - O� 32
7 STANQARQ ASSEMBLY QETv:.S To. +.aED+:.a OEC:s Rads rREr..Oi EP Io �* �
LI•„3 (0T txt Si,�, ,'.�, d-D` G3 DRAWING 104614.6
01. LIiR TCP BW1 CRET
[A i FONT fRt`F.E'1Tii!U'1. '�'. STATE�O F� .•kt+
p - 1O'SLE FY`RIiCNTAL /-FRONT
ON O,AS_c SURFACE. ,<O• E(1♦
a a) ;/°'[TA.SELF TAPPING SCR
E ;' C 0 \
W 14 _110 HINGE _FILA. IVFER:AED�7:
^(�uByi�713p^K 1")( �L_ z 2ltrnTrnttt i
STOP dS:IULUWG BY L'DO? Fc`K F,FAF'RGK?U CPTiQPi ; + T �:
GJu^iNG-+ DEJ :iiti E1:L INHR;
:TISTALLER(70 SUIT) SCOTT HAMILTON, P.E.
20 W,WN AL%.STEEL END IL_ L'0 J iwINER. �-a&K3/4'PAN READ SCREW
C STILE .SC"OAA8-A rLTRE'!A LICENSE ':O. 6"x286
..�. . ..(:' LIT' R TAf.tER 53R\'FSARC GLA2,TtG(NOT tYFAOT RESSTAN7) i
,- ."'t TEST L ADS, 4.COU'.. & v r 5 F.
2 CA CA V L fsA.CK �, d0 ^I.EJIx. THE-MG O TM aJFP Rt -G Sok "i12 I Ru NTS iEST LCAUS ::.0 P .F. & C P..=': :
3RA„K T FAST:L J tV0O0 SI1 LL R H-RE PC S:B.UTY C1 T RC SSIOT AL OF {
.I-mv Yarn()Nr.S/ 1-5/5" i � F' Rn FC:2 E 3Vt ONO OR ST VC7 RE AND M TC-FIAt CE
WOOD LAI,S"REri P R ef».CKEt; )t s. �� ss 3 GA. •aR „x Y .STEEL.�.-"DTE.R t-:NGE 4Tit J.,R..,Fc 6U-Dt1.C,_OMS FOR Tt'- LOADS LISTED ON MIS GRAM G.
JJJttt 1 F;STEKEO TO C C K OF DOOR W/(4) -- 7+w+f�:'w`y.�mx+ca:�;c ' v:•:t:taa ur:nG i rux SIZE,
''G V S ° 7RAC E,yR+y4ia S/E =_HEFT.UETRL SCiiE'A'S. CLOPAY SUILDN', PROQQC'S COT,iP VY1 a1pC:I3S3_-iAi7i
FAST/.'KET TO TRACI( BR1.4 OTS. Lt4 GA GAY STEEL ROLLER euN GZ �® ��i $5$5 D'JaiE "3LVD. OASE We, DP3G 3,n_ z 1CO.'
( EACH FpfKET'A ACNeD NP.iH ONE FASTENED TO Eh-STILES W''EACH J[t'Q - ---
1 4 S 5 6'ST& NUT yP � � I MASON! OH 4=C4C 7/16/56 DFSCRIP 1
/ x/ Y+O 1 a-xA�IS [ 5 8 SP ET I!E-AL aCp-EWS AND I Rlrirn ir•_- --{ a..
/ (4 i;4 S/ .Ls III-71-MG.SCRELVS, F.:�,y, I YODEL 0 50/4 D 50/4053: 3_PSE DESIGN
t
Building Products nRA.sr�c�:s.ecm
SFC7:-O 2 BALL SHORT TEm STEEL RC_LER r.'Ne;;F.Y.
r P (5-.3
Wan TEEL OR NYLON T'" --- iD y C.-I CMVa Tu .'A.P+grrt<.n<s<n<e. IQ4S1 4--A,/8
__ Gom an
___.__..._.._..__....__......___...._..._._......._.......____..__..._..-_'-- -__._ ___.__�- __._.._,..___.._...-__._� ----......_.._..........__._..-_......
F L 0PDDLa pRCOZO)UCT A P RRGY�L E-WS 46
~
b,eoenober11, 3013 (revised 3/25/15)
Evaluation Report for Clopay Building Products Company Sectional Garage Doors, VV5
through W8
I have evaluated the wind load door designs msshown pnthe drawings listed below. l
�
have reviewed the test reports, wh|ohvvera generated by accredited laboratories as
required by the relevant Florida Administrative Rule, the engineering rnt|ona| analysis,
and the product drawings. The teat reports are ||atod below. Assembly testing was
conducted by American Test Lab North Carolina and CBPC-ATC. Component testing was
conducted byHETI and ETC.
Foe the doors ||ytad in Tmb/wn 1 through 7, Static Pressure Tests were conducted in
accordance with TAS 302'1994, ASTM'2330'2002 andANSI/DASMA 108'2006. Missile
Impact and Cyclic Pressure Tests were o�ndUctad /n accord8ncm with TAS 201-1994
and TAS 2O3'1gg4and ASTM E1O86'28OSand ASTM 21996'2009 and ANSJ/C)ASMA
115-2005. The,pressures listed on the drawings are either direct results of these tests
or results obtained through engineering rational analysis based onootua| testa. I have
concluded that the sectional garage door designs listed below in Tables I through 7 are
In compliance with these High Velocity Hurr|canoZone test roquinamnentsofthe Florida
Building Code and therefore are qualified as |rnpact'rag|stont assemblies (large rn|ss||o
|nnpmmt).
TABLE 1, Draw OCLS-for doors with Manufacturing Product Code (MPQ PAN-2F153:
I0I922-�A-RmvI4' max' door size 16'0" x 16`0'"| +32� PSF (design load)
TABLE 2: Dravings for doors with Manufacturing Prod!jct Code (MPQ PAN-2F443:
l047Bl-Rev04, Max. door size I612.' x 1610"- +46/-52 P6F (design load)
I04121-RevO3, max. door siz8 Q'O" u 16'0"y +50/-58 PSF (design load}
TABLE 3: Drawinas for doors with Manufacturlog P de (MPO PAN-21=153:
lO47IU-A-�ev03, mmx. dnur oize 18'2'' x 16'0''� +3G/-42 PSF [desfgn lead)
TABLE 4: Drawings for doors wit -2F156:
1047I0-A-RuvO3, max' door size 15'2" x 18'0"; +36/-43 P3F (design load)
TABLE 5: D[ay-yings for doors with Manufacturing Product CQde (MPQ PAN$P-U153;
TABLE 6! Drawhas for dopr5 with Manufacturing Product Code (MPQ PANSP-2FI56:.
TABLE 7: Drawings,for doors with Maoufacturing ProdUCt'Qod e (MPQ DSIE-IA171:
'Forthe doors in Tables Othruugh 13, Static Pressure Testy wore conducted in
ao:ohjmnoa with ASTM'�33O'2O02 and /\NSl/DAS�4A 1O8-28U5. Theplisted�ted 0n
the dravv/ngs are either-direct results ofthese toaba or results obtn/ned through
i
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS-W8
engineering rational analysis based on actual tests. I have concluded that the sectional
garage door designs listed below in Tables 8 through 13 are in compliance with these
test requirements of the Florida Building Code,
TABLE a; Drawings for doors with Manufacturing Product Code (MPC) PAN-21=153:
101922-B-Rev14, max. door size 16'0" x 16'0"; +32/-32 PSF (design load)
TABLE 9., Drawings for doors with Manufacturing Product Code MP PAN-21=151,
104710-B-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 10; Drawings for doors with Manufacturing Product Code (MPQ PAN-21=156:
104710-8-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load)
TABLE 11, Drawings for doors with Manufacturing_Product Code (MPQSP-2F153:
x.04818-B--ReV01, max. door size 16''2" x 16'0"; +32/-37 PSF (�n load)
TABLE 12: Drawings fo doors with Manufacturina Product Coe C A SP-2 6
10487.8-B-Rev01, max. door size 1612 x 1610"; +32/-37 PSF (design load)
JIAS-Eb. - ,}Drawings forwith r e PC DSIE-1A171.,
'_.104814-B�-Rev00, max. door size 910" x 1610"; +36/-44 PSF (design load)
Test Reports:
The following test reports are based on testing conducted by American Test Lab at their
North Carolina Facility: 0213.01-13 (4/29/13), 0813..01-12 (1,0/9/12), 1206.01-12
(1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01=13 (5/1/13),
0102.01-13 (2/20/13). These reports document compliance with the TAS testing
standards and are signed and sealed by David Johnson, FL PE 61915.
The following test reports are based on testing conducted by CBPC-ATC at their Mason
testing facility (accredited by L-A-B for ASTM E330'and ANSI/DASMA 108 testing):
CBPC-ATC 13-009 (6/25/13); 13-010 (6/25/13). 13-013 (4/2.9/13).
Product Descriptign for doors with MPC PAN 217153;,
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional
Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The
following models are at least structurally equivalent to the tested door: 84A, 94, 98,
73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B., 55, 55S, GD5S,
GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV: Not all models may be shown on a
given drawing.
Product Descrigtion for doors with MPC PAN-2F443:
These doors consist of 2" thick steel pan doors with min, 24 ga. (0.022") outer
skins. The steel skin is at least G40 per ASTM A653, The maximum section height is
24". The sections may have EPS foam insulation inserted into the pan cavity. These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: G4S, GS4,
GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4,
AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing.
PAGE 2 OF 4 FILE: CBPC_131211-A.2
EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8
Product Description for doors with MPC PAN-2F156:
These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019")
skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. The maximum section height is
21". The following models are at least structurally equivalent to the tested door: 76,
75L, 2RST, 76V. Not all models may be shown on a given drawing.
Pmduct Description for dogrs with MPC PANSP-21=153:
These doors consist of 2"thick steel pan sections with min. 25 ga. (0,019")
skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
Insulation captured in the cavity of the pan section, The maximum section height is
21". These doors may have optional Impact-Resistant Glazing in either the top section
or the next-to-the-top section. Optional Impact-Resistant Glazing is a one-piece
injection-molded front frame and glazing. The following models are at least structurally
equivalent to the tested door: 73SP, 1500SP. Not all models may be shown on a given
drawing.
Product Description for doors with MPC PANSP-21=156:
These doors consist of 2" thick steel pan sections with mina 25 ga. (0.019")
skins, The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16"
insulation captured in the cavity of the pan section. The maximum section height is
21". These doors may have optional Impact-Resistant Glazing in either the top section
or the next-to-the-top section. Optional Impact-Resistant Glazing Is a one-piece
injection-molded front frame and glazing. The following models are at least structurally
equivalent to the tested door: 76SP, 76VSP. Not all models may be shown on a given
/ drawing.
/_� Product Description for doors with MPC DSIE-1A171:
These doors consist of 1-3/8" double-skin insulated sections with an EPS core
laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS
per ASTM A653. The maximum section height Is 21". The following models are at least
structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62,
62G, 62LG, 6130, 65, 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134,
SRP38. Not all models may be shown on a given drawing.
Product Description for doors with MPC DSIU-1F471:_
These doors consist of 2" double-skin insulated sections with polyurethane
Insulation foamed in place between both skins. Both inner and outer skins are min, 27
ga•, (0.016") 640 DDS per ASTM A653. The maximum section height is 24". These
doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-
Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing.
The following models are at least structurally equivalent to the tested door: GD2SU,
GR2SU, GD2LU, GR2LU, AR2SU, AR2LU, ED2.SU, ED2LU, .9202, HDPC20, 7202, 8202,
MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a
given drawing.
Product DesQrIption for doors with MPC DSIE-11=471:
These doors consist of 2" double-skln insulated sections with an EPS core
laminated.to both skins. Both inner and outer skips are min. 27 ga. (0,016") G40 per
ASTM A653. The maximum section height is 24". These doors may have optional
Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an
PAGE 3 or 4 FILE: CBPC_13121i-A.2
�
EVALUATION REPORT FOR CLOPAY BUILDING PRobucT5,COMPANY SECTIONAL GARAGE DOORS',WS—W8
aluminum front frame anda separate polycarbonate glazing. Thefollowing models are
at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP,
SFR68. Not all models may be shown on a given drawing.
Impact Resistant GIazIng_4MpjJ_qdJ_-
The optional Impact resistant glazing Is an injection-molded polycarbonate front
frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic In accordance
with testing' required by the Code. Approval based on review of the following tests:
D638 (after); ETC-06-1024-1749.6.0 ASTM D2843, ASTM D635, ASTM 151929.
Impagi
Eg3i.s—tant.Glazing (Aluminum):
The optional impact resistant glazing Is an m/unn|nu,n front frame and separate
requiredpolycarbonate glazing that is an approved C1 plastic In accordance with testing
pproved polycarbonate materials are Sab|cIPLexan0034
(versions also approved: MR10, 903D, 90318/ 90316/ 90317,. 90311, 90314, 90355)
and 8ay$rMdhrmlon @P (versions also approved: SL AR/ I5\. Approval based on
rmv|owo[NOA 131-0717.01 (Sab|olP/ mkp. 7/17/18) and NOA 12-0605.05 (Bayer, exp.
8/27/17).
Thudrayv|ng(s) cited above are an explicit part of this evaluation report. The
text of this report does not attempt to address all design details and ra|iaa on the
Illustrations and text ofthese drawings aawell,
]annbor lintels, o||lo or other structural o|mnnenbg required to prepare openings
a' anot covered. The design ofthe supporting ns) m|ann8ntashall betha
rgsponsiU|||tyorthe professional ofrecord forth$ building or structure and in
accordance with current building codes for the loads ||atmd on the drawing(a) referenced
above.
IhotaUat|on requirements per the relevant Florida Administrative Rule, including
attachnnento/ are detailed on the drawing(s) i|$tad above, Installation must bein
accordance with,nnonuhaotV[er's installation. Instructions and must beas shown on the
drgw|ng(o) listed above, The manufacturer's licensed design prohess|onallisted onthe
drawing(s) has,revieWed the attachment details and Installation requirements.
Signature: tW11111111,11
No 68286
P|oddoP. E No. 68286
^^ 53 STATE OF 41
Date:
P^so4o+4, BLE CRPC_131211-A.2