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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt... R�W•770 JUN 3 0 20 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 03/25/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/22/2015 Summary of Products Go to Page Page 1/3 FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 4301,4310,HDG, HDGL,HDGF, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) 66,66G,67,67G,68,SP200, WINDCODEO W6 Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R7 II 104724-A-RevO3-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 ® Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max, Wind Speed(V_uit): 170 MPH.Solid doors or FL16107 R7 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No ® p resistant(large missile impact). 16107.2 02 W6-16 DSIE-1F171:4300, Double-skin Insulated EPS(exterior skin 27 ga.min.; interior 4301,4310,HOG, HDGL,HDGF, skin 27 ga. min.)Double-Car(9'2"to 16'2"wide) II 66, 66G,67,67G,68,SP200, WINDCODEO W6 Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R7 II 104724-B-Rev03-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R7 AE CBPC 121212-A.pdf` req uirem ents.of-the-building-code but-DO-NOT meet-the Created by-Iridependent Third-Party-,No e pact er s si tant-requiremer t-for wihdborne diet ris regions: r 16107.3 03 W6-16 PAN-2F153: 73,75,84A, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide) 94,42,48,42B,48B,4RST,6RST, WINDCODEO W6 Garage Door with Optional Impact- 1 GDSS,GR55,AR5S,ED5S Resistant Lites hl Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R7 II 104710-A-Rev03-signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R7 AE CBPC 121212-A.Pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 07:4 04-W6-1-6-PAN-2F453 75;84A;-Steel Pan(min.25 ga.)Double-Car(92"to 16'2"wide) -94-,42-,4 8,42B,48B,4RST,6RST, WINDCODEO W6 Garage Door GDSS,GR5S,AR5S, ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R7 II 104710-B-RevD3-signed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure:+36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R7 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No 2 of 6 6/30/2015 11:22 AM Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt... 77orCO�"5 lTi f '`I v r�� a ct BCIS Home Log In User Registration I Hot Topics i Submit Surcharge I Stats&Facts 7 Publications FBC Staff ! 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Busines ' Professi©nal 01141,Pro Public Product Regulation Product Aooroval Menu>Product or AOOIication Search>Aoofcation List>Application Detail d � s7�o ' FL# FL16107-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of Independence FL16107 R7 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R7 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 1 of 6 6/30/2015 11:22 AM T, > G I ....._....................... _ v - - " '•::!_ASSif.:' RAISED ?aif'L C:'gE...SS LC?Uf?S y. -^.iAt"er. F;:htSf.' RAISE l FS+7:�'- E:U.IitJSS DUJRS 1 C�£T, -.._.__....................................-...._......._......__..-_Ei'?SI3fd*,`__._-._....._____--....._____'__._......._._......_...._.......___........._...__._-_) 1v _ wr . ±Lt;)r.x r I 24 GA 5 fit? ?_S CA 24 GA t+,G ELS c"5 ,:u't `F `y REV. r1� iONE:... ....LThT£:... -' C;d....id:�. Pi [3:�•�...-..._�_. _7EuGR€F"€30:^i ...... .____.___.__...-. ` _______.J tI_-....•_._......__._.._ y5— N ..................................... -PPAY f1A94 7s, 5 . M. -8 L P r G1SaGnSs 03 rJ21`3 SHppADDED . T N._"�� ATTMEA" j P8T -RSR •._. _ 4i1i.d:S 513, 43E 42, 42g - _..... _ i _ ............. dt_:L fRRAG� H7JS� -_ cti:S Di£ STANDARD ITrRdEDaic STILE BET3iErN EACH £MOSS Eti9RTLCMG LOC710N. ATTACHE? Yf 7Or-L--L(Y_ (ifR & ?TVS�;IORT LVIE iE"rVE ("wCNC. CENTER).-_. TD �I ,. U._,._. _ PANE SifiGh ?Y SHORT pN- r- aA A. AHO :.AG$€C CG PLS:) PP?"+ v_D. ,`E TABLESE LU.: -OP DETAILS ....... ........._....... .._....___._.. I7 ..._......_ 1, .........-- ---.- .)� .__.,._..,• _ _ L' } r Lh G 1v 6„ Ta'D R fIR f ,Tvi S"!1.. )/' EE SIA 10 ( [iv< PANEL) a + 'II ." =�I (�'""_ ..1 ;',AC R a.S7ANT ZING. ONLYta}iaPo J �GL71.?4 w,A?S{LON c^IeP..:.,ra�_ Ir�nl..5 F3__CA, � ' �+ ,T.-_� I f C-.s7€�:G €5 APPROVED, SEE SECTION 3 6 ON I�1 -� �g.- f`'" SF_-El {;*FOR DETAILS, rrl NZIMO SHOWN IN l' �GtjkZrNs SHOWN }N TJa SEC-;ON, :" �t —� -- --a--_C,:---- �-- ...._� �4_f Ir:-E..u:_oIATE s£cT€m) �>:-Ir---�t{ ..��� r_�1_}f•I:n "B_ 0 r; �r�._t , . -: - VY. {$fE SHEET THREE). ... . \�..:_-..-. �iI-_,_,.........__._._�-^• ::=rc. :_....:. A y "C" (SEE SHEETT.Rr) Ia .3 E...— .._._.n. -6 C,'i. ENO STILES ATWHED TO -'--- _ ..__....-----..... - � r---3 r� w c.) ......_..-} -=j' _._. .. {. _ ,�/ DCCP SKSV waH PiviE,N'TED - vv _ 1 �� I' v`j :OG-L-LCC Mild SOP, E070'd - I1 x:>i Iil'tl 11 iI I tl -! � 'il Ili - i�� � :^_ENTER). ATTJCPZD'TO TOP:NU '�.( �'i X11 �t�:i'� 11±�IJ II it it ii I ' L i :� ... - y .. ....... e; _...v .' SOTiOM PAIL VITT PATENTED .-_ .._.._.......... - , 40MNI LOCKING TO TRACK, � �__. t� ..... I t IF f! i •---••••-a� —_-_''i .� �---v t v �-' � } r • J L._._.�A _Cp7IONAL OUTSIDE KEYED LOCI: POSITION. �), Ill-,OP DP�.CETS USED AS : ?.VY. DOOR SYIOTN. t6'-2" -_.__-__—._—_ :•.NE RBOTTOM ... 3 .CET. —� i7) 'S-IN WULLER CARRIER (PfN �N:7 s' '.LE.v'3ii.+tS '120394) LISEC Yd O , iTH 3" TRACK. V^fAfl LATCH E"l6hG SNAP F_....... .........__....--� -LOC.T`:ON OF CPQ ,WV..VENTS. TOTAL VENT OPENINGS: 60 €N` PER VEHICLE. ONTO R74iCAL Teak€ NE) ! rDUK ?•r.C.4T SEMUNS G IC i--r'P i7 "r'C'-_.-. A } SS ..... - SLIDE" T Ct(.ji - �^3 SIDE, hzT DOOR. - E /. r __ •}SE6 PFIEI E 9 SS 44"^"S nC4 C s.S`21rSED E£' ^:S Ll•Y` ____ 7"�• 'r S 3' S _ SvMI i'a<C:l lO'::.P L `�?u,t #3w.�man ENC P, v.-FI CAS TP� .�'y it _ ..K. �-,1 }' I �9'0• T.7 2L'S' 6 a 1 c fl n or^c+n+, s.::H r�:.•x: SiI!.`-' 7 .: rCi" f OUTSIDE -_„ ! r; -^•-'- ?,.t,EF!1.SIILC iN7ERN STILES OtdE .K CN (� t(/Fr,p1� f 3-, v137., - S:it::1 rT;R v19rH a Lr TRTSR �l�a, OUTSI E LOCK BAR tr.�rr SECNDN) tcaER Sec,L:a (PER SCCT7 > Crl:.R v:D1M r,u:. [ACt'1 SME OF OUTSIDE } ' 4� r r-� , 7-S ;t7 le'w' 8 s' 7D S:J• 3 Yz• :[7 ar•I I i:t'ta sEcno::t DOOR. KEYED•- "� END EN�r.,r.�.,N ........----'--.. 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D PAu..f Ei6 _ _ .._�- t C �Rs.t.v"S .e CQ �(/ ra n c aoloUSA ,1 ,..r.; f 7C� Tt?!4fL VINQ I .P a511­77­4UT, -I.. 1�5 159 17fl 134 i9: 1i I t �ee' S/ONALE�G��� 33 c.D<yDt}> ,L t 0.3t e•T %rxz ON, Z TEE_ PAN ^GCBs 7>_l? TABLE...fC1;i .V(:Gr_i).: ?Q�J4" _ 7 �.._! ! .00 m :.0}S tJ_SL.�'!f-7;r i r•e c --dL1111T.1_-� CaT[uGRY �. 8.. 3.C s .GC`.' _ -..-.- IDESiGN ENGINEER - - -- .._..-- --- J2 ---fiA! 8 :_'ti 7 /!_= s �D4:G,T� ( D D A>D ;Ct"i F±F.±IE;IDN P F Y,f:.AN ROOF H£iG'171S'� 33Y•� D' ' x. � JP U:'iE: f T _ "tLE, to In. ft'}ee CH OAf E: / is T 1 If,c cA •C.NS C CS2�tt _-___..........._._.._._........._....._..-i C+ fG a z N i'r. 1.C3YJ . 'N'T 144770-AfE? if Iv: 09c 16107'.. 5101 0 8 Nnr 0 MOO 3114 _ _....._........_......._ .............................. _............_.... ._...._..---._....................................__._.......- t'• _ LASSIC. R Z:D PANEL. _MHCSS MORS � 1 t �AU.. €OUSE' NATSED PANEL ML' SS DOURS � I Sfu..T�mm - ?4WPE�.S q G4 Ns: A 25 13A 2. '>' .._t r5 Le'*. ! 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NO. fj 2 .S:wG;' ,_G_w. n tSpORFv:PA14ELING PRODUCT CME 153 •:*r 'z NE.):"T;'A�c BCL?ANO NUT AT EACs+ c �R''�" ?"' - SNQR"PANEL PAN-2F153 5 3a' - !' ._nR.hi€f);a_Cf JA" C LONG PAIGEL:-PAN_ oFTF LiQUNT1NG SLOT L.:CATpN. ., , ^-fl: '� L3 1� `¢ c _ '�.!'••"tet DEVGN LOADS: +36.11 P.5 F, ,it -42.1 = S.F. A rTEST 'LSA:IS_+`:4-a P,S.T" Ic 6.iA„�,P.S.F. !PART No.: N/A is x"73: Si'ATE OE V<�� - 0;1�nC�RVE<i;C cf : :a:te t e (I SS,a ik!v .�c1Fm"a viu➢;?:'fiT RAIM54J� Y2" T%4'K tEuf, F / a � Clo �w uc c £as3 0 llSR /7z TOL`_F2AT:� S < lr111--..._ 1� i D a < �y N•raa,to,;y�T F,x�,5i3 7.3-<sss fit UP3 T 96` '•'ONE•5/16-x 1-5/c"4AG SCREW SPACED AT THE-SAMIE .O'J :t.p2.5 n O; ?" rA�pA.;- �2- ;O£SCRIPTI N: SnEt: D,ns1R3 I62•t't(SEE TAVILE' FCA MODELS) 7 P �, GiSTAVCES AS INE TRACK BCTS.{£. ±-tJ2" 1O.- i 3`I% . ......_....._._...........-dl.tl.t.l. :i' ' 46". tL, .OLhi UNy V'C SCRL'riS LUCf,T£(i Ai 76 ^A'.K ACP•,Amm 6Y: SH .DAIS: {i Jlo,.o Cl- - "3-1 2 s _5,;. 6:7x.1 DESIGN ENGINEER- / 49" ROM O'sci TWO LAC SCREWS ALSO W/TED"AW.0 Orgm.•. }aa: q s,) j2' ri3ECKE B H ARE TT/x/r t3trT 4.O'r 4'�L. .F :r's [.._4t..p..!... : i VLRDCA,/HORIZONrAL'MACK.A:NCTWld. ` .xC+75T F1ty,3L76N PX, L K .<a.n Fc R?DA t C':'� (;,.,T•ic ....... FA 6u.n Xs.ASL. 'vtT,s CiV;G. 'Nt'.; 047 1 A.f9- 'l.R,MC ' a 1 [ [1., �'u Tai �° �1 �� GAP FCl�`YA `,4HCOD . 13 December 12, 2012 (revised 3/25/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doorsj W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which Were generated by accredited independent t. laboratories as required by the relevant Florida Adminisrative Rule, theengineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing Was conducted by HETI and ETC, For the doors listed in Tables I through 4, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005, Missile Impact and Cyclic Pressure Tests were Conducted in accordance with TAS 201-1994 and TAS ,203-1994 and ASTM E1886-2005 and ASTM E1.996-2009 and ANSI/DASMA 115-2005i The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below In Tables I through 4.are In compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as Impact-resistant assemblies (I I arge missile Impact). TABLE—L-Da-wWg -for.doors-with Manufacturing Product Code (MPC) PAN-2F153: 10471-6-A-Re'vO3, smax. door size 16'2" R 16:0 - 4.36/-42 PSF (design load) 104761-A"RevO2, max. door size 18'2" k 16 0 +36/-42 PSF (design load) TABLE 2: Qmwjag4Lf_ordoor_5 I doors_ ManufaCtUrIna-Product Code_(MPC) PAN-21F143: 1,04753-A-RevO2, -max. door size 16'2" x 16:,0"; +38/-42 _PSF '(design load) 104762-RevO2, max. door size 18'2" x 160 ; +41/-46 PSF (design load) 104754-Rev02, max. door size 1612" x 16'0"; +05/-50 PSF (design load) A-oducjLodeJMPC).DS1E 12J -A-RevO3, max. door size 16'2" x 1 101- +38/-42 PSF (des desia n oid) 104751-A-ReVO2, max, door size 18'211 x 16'0"' +38/-42 PSF (design load) 104736-RevO3, max. door size 16'2" x 160 ; +46/-52 �SF (design load) 104752-RevO2, max. door 'size 18'2" x 16'0"; +416/-50 PSF (design load) ABLE 4, r v6D_q5J9LAPpr_&yyjjjLR%yf !rina Product Code (MPC) DSIU-IFI.M. :.04777-A-Rev02 max. door size 18 2 ' x 16'0"- +38/-42 PSF (design load) M4778-RCW3, max. door size 1612 x 1.6'0"; '46/.-52 PSF (design load) ..04779-Rev03, max. door size 18'2 x 16 0 ; +46/-50 PSF (design load) For the doors In Tables 5 through 8, Static Pressure Tests were conducted in accordance with ASTM"E330-2002 and ANi/bASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 5 through 8 are in compliance with these test requirements of the Florida Building Code. PACE 7 OF 3 FILE CBPC_121212-A.2 'i t EyAl,UATrON Rf:PORT FOR CLOPAY BUILDING PRODUCTS CO. PANY SECTIONAL GARAGE DOORS,WG WS i 3 TABLE 5: Drawings for do_pXs•,,,,w t�f aA faeturing Product Code (MPC) PAN-2FI53: 104710-B-ReV03; max door size 16'2" x 16'0"; +36/-42 PSF (design load) 104763.-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF (design load) TABLE 6: Drawings for d_9ors with Manufacturing Product Code MPC) PAN-2f=143: :1.04753-a-Rev02, max. door size 3.6'2" x 16'0"; +38/-42 PSF (deli ri 164d) B : Drawin s for doors with Ma )Jagj l P du tt Code (MPC) DSTE-IF171: 104724-8 it@v03, rnax. door size 36'2" x 1 `0"; a38/-42 PSF (design load 1.(74751-S-Rev02, max. door size 38'2" x 16'0"; +38/-42 PSF (design load TA13 B_8: Drawings for dc�orS,w�r a( turn,cdPro(ILICt Code MPC STU1 D1h'171; 1.04777- B-Rev02, max. door size 18 2 x--16'0"; -+•38i-41 PSF (design load) ATL-0801,01-12 (8/15/12), ATL-083.3.01.-12 (10/9/12), ATL-1015,01-12.5.01-12 (11/3/12), ATL-1113,01-121 (2/18/13), .ATL-1107,01-12 (11/20/12), ATL-3.023.03.-12 (11/13/12), ATL-9.009.01-12R (11/20/12), ATL-0827.03.-12 (10/9/12), These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. rra, c�,,.b?�atlon Cor_do�rs with MPC PAN�,7�"�,� ;, 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. 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, 4RS1", 6RST, 611S1=, 48, 48B, 42, 428, 55, 55S, GD5S, GDS V, CRSS, GRSSV, AR5S, AR5SV, ED5S, ED5 SV. Not all models may be shown on a given drawing. REP-tuct• Description for doors with MPO l?�2F143 These doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") 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, 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, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Descriotion gtdoars•.with MPC DSLE-1F171 These doors consist of 2"double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.01611) G40 DDS per ASTM A653, The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is a otic-piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, FIDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. PA(,-,V 2 or,3 FILE: CBPC 121212.-A.2. ........ . . TORT FOR CLOPAY BUILDING r'VALUATJojq RL PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6 YS These doors consist of 2" double-.skin Insulated sections with polyurethape Insulation foarned in place between both skins. Both inner and outer skins are min. 27 go" (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalet'it to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given The optional impact resistant glazing is an injection-niolded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-13 2612. Approval based on review of the following tests: HETI-06-AO02 ASTIVI G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496.0 ASTIVI D2843, ASTM D635, ASTM D1929. Liji,nitaUon!v. Thedraw|ng/ol o|bad above are an e%p||o|t part VFthis evaluation report. The text of this report does not attempt to address all design details and relies on the Illustrations and text oythese drawings aswell. 3an1bs, lintels, sills d[ other structural elements [$gU|r8d to prepare openings aka not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on LhedruwinQ(a) referenced above. lDgto)|aU0D requirements per the m8|ev8Dt Florida Administrative Rule, including attachments, are detailed onthe drmvYing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must beasshown on the drawing(s) listed above. The manufacturer's licensed design pnnhyso|ona| listed on the drawing(s) has reviewed the aitachnlentdetails and Installation requirements. Signature. No Scott Milton, P. E. Florida P. E. No. 63286 Omte/