Loading...
HomeMy WebLinkAboutNOA, 18072502-500011166 • • DADE COUN PRODUCT CONTROL SECTI 11805 SW 26 Street, ••• l )EPARTMENT OF •' 1 ECONOMIC RESOURCES• •. tOARD AND CODE ADMINISTRATIONDIVISION T (78690 :• 'iOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econo Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide with Impact Windows (DP +51.19 -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9509480-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 10/03/2013, bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 174010.07 and consists of this page 1 and evidence pages E4 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0725.02 Expiration Date: October 10, 2023 F �:� Approval Date: August 30, 2018 �° Page 1 Amarr GaraZe Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.21 " 1. Drawing No. IRC-9509480-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed signed and sealed on 10/03/13 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0813.21 " L Addendum to Test Report No. ATLNC 0319.0143, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Amarr 9' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0319.0143, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.0140648, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. "Submitted under NOA # 134503.06" C. CALCULATIONS "Submitted under NOA # 13-0813.21 " 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 1 S-OSOS.1 S" 1. Statement letter of code conformance to the 5� edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-1010.07 I:� 177��.f1►[lf.� 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Sallex Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/20210 F. STATEMENTS 1. Statement letter of code conformance to the 6t'' Edition (2017) FBC issued by Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-2 ADJUSTABLE _ARRIER ATTACHED V/ (c) 114' x 1/2' o c DOLT L NUT- PER =-RRACXET � ,! - - _ 3 51T1' -_EGA R-iTiUSS ATTACHED IE GA GAL;/. COHifEACIAL Je-V/ (2) 1/4' x 3✓4' TOP ROLLER BRACKET HU HEAD SCREVS AT ATTACHE:)V/<47 1/4! x - — EACH CENTER STILE 3/1' 4MX HEAD SCREVS NE' in BALL STEEL PER BRACKET \� •s 5' HIH STEH ROLLER TYPICAL TOP f UkT IRES SEE (TABLE Ls ON PAGE 3 FUR :OWNDED =1EMON CIIHF: URATI3N c� EE TABLE 4 IIH PAGE 3 PO.R STILE PLACEXEtIT j D A 1-TGA. DURASAr�E CE!irER HINGE ATTACHED VJ t4) S!#' x 3/4' HEX HEAD =RFrV$. TYPIGfii IIUKPSA= E c At7 NI !r j i1,7,S ge_ THiCK T 2 G">i COME ATT TGP FI�uRE ATTAGTiED VJ # .<4) 114' x 3/4' HEX MEAD SC:REkS 9 ADAJSTABLE SLIDE DRACKCT A T TAUi` v i vM) I/4' x M.a BOLT AP.D-NUTS 2d r� iliN �"crZiOR SKiN w/-8r1 ED ON P"OLYES7ER FINIS iv ATE' -:Iris's. G"' TCY2 SECT-LF+N-oMY HCCES FD.R STi,'L''C A._ .ACf�e1T (iF S7Ri: IS "tTEntuF=) { TYMCAL S r; IL.= STIf } i"3t f 5r� CTADLE 0 ON PACE 3 MTOS. FOR STRUT SPACING {S) R-TRUSS "PER SECiaOt1 t� 43 GA. FLAG BRACKET ATTACHED 70 VIXID J.AHB 11! f3) SJTb ffiA X i-S/D' LAG BOLTS A;ID T17 1;4'�2D x 5/5 TRACK Sf?LICE Bi)LTS _AND i10Tis SPLICE TRAC�CS AT THIS LGCA71[A�i MACH SP11M-5QLTS=k NUTS SECUf T6 JWS W11i (3)-5/16'-DIA, x 1-5je Liw^ _BS:LT'3 ;1) 5JIfi` DiA. x 1—b/B. LkG 80I T ATTACHED TO JAM AT r JAiA6 BRACKET :2 GJ,, rsA! V sTEEL ;;ATE IiRAL'XETS ATT�§aaro >"1 (1? SJ ro T&twiC SPL1u -BOLT a MIT £ DHIHGE S 7 �'Pj 1P�} h i1>e }iora>ka !I 1 ngao 1 I ! ;�Atenote a I SEE (TAME M. ON P" a FO8 .3AiiB MICKEr SPACING 'sRA� CGrMMUFATIOAI FOR 6'6� LIP TO !A! T -.L DOOPS .Si E'cL -R-TRU s :r-.T7-Af.P. Vl < u IJ,' x 314' HEX HEAD SCREVS bT EACH END ST1LE AND t2> 1/4' x 3!4' REX-WAD SCREVS AT EACH CrMTER STILE }�--9'-0' MAX INSIDE EL_ EYAfiION N.T.S. E' EDGA (23K= STRUT A>aXSTAELE SLTDE i3RACKET 1d GA.mmAS.wL, j s1 ATTACHED VAZ> i!#` X 314: AT"Al:FCCD VAP5 i/4-M x /END HINGE =s'_nCMED i HEX .'IEAD Sr -REV 5/a'' TRACK BOLTS AND R , V/ £23 114' X C/4' ; AT END AND CENTER V43 iS r ; N HsX HEAD SCREVS 2' MA. 5.T''v i * , ATTACHED it/� t r 14 GA DJRASAFE AwQ14B.E ` '�� Sr'#' X 374: b' LUNT. STEEL RETAiIiR RI i £ic CARRIiRS qiA Heir T i r Cc� Z ' ' �l IMTTOH `"EAL 4.GA, EMnYrE yrv4 KAL SCRW'vs 3 S/8` -22GA R-TR:ISS V/f2) RCL.LER CARRIERS ATTACHED AT ErfD AND CENTER �'4' X. 3/41 HEX HEAD SCRE+? 1 T{ E S7Ti c V/ t3i I/4' v 3 s' STILES tSEC-PIONf ^' T + iiEX WAD SCREVS S PER CARRIER 1 `fl -= ti�ID� Y� Ti (J i= i1 I o v.a I f WL � •....EEL ;?' ID BALL a I § j S' LONG STcE ROLLER f R-TRUSS - % SLIDE LOCK ENGAGES INTO VERTICAL t\ i +r BO TOM BRACKET AITACREDD V/ (47 �' $ / TRACK liit MUTH SIDES 5/6' -HIN r 1/4% x 3/4' HEX �t o a ra 1 nGEH£t T GSNAP L=?Cii, GR LOCK 2' iD Bn't; STEEL ^s yr r`:,A� IED HEAD SCREVS - - r 3 r 1 ' S' 7lIN STEM RtSLiJ72 ti.� @ :3 Bien TIPT.I1n APT' A VJ(2) �d' X srJ.3) .I/d' We Bit` IALX rzzO TYFiCAL DUtCcISAEE EL:D }iii'1�1E % 1 1 STOOP � LDINC ?o GA ISALVi ST--'T_ EL ENE+SIDE 3 314' +ffN. J)Y/ FI=LE SEAL- ATTivC D WITH iM TM — `,WC SIDEP,SOh j (SUPPLIED BY IH.STk,LIE.,) Tin M RS SiEIw A 1D < J t3) 2>} 5k. CENTER sTP ES TML-L� fir THE MP ANSP ! A�CHEk WITH (2)\ BOTTTF9 RAIL' J TOC L-L0C A7-THE TOP AND \ (1) ?/1$'_Vok u BG "ti s RAi AHD ADHESIVE BCm T RETUu Rt, I La lNTER;GR FACE i PER ROLLER 5/8'H X 22 GA 2` GAL'J. STEEL "TRACK / tI) 1l4-2o 5/8'TRAC K <3 518' R-TRUSS) TRACT: TRIt�NM .G'33 LICEBDLT AND HUT PER C`044Tr MER7ICAL .tALTB 2XB JAn .BRACKET r V'P OR SPF TRAD iv OUN T iNG DETAIL (No. 2 oR BETTER) N O:S, a�RcV 4I3 ;'ER Ji�HB gR�c�ET TYPICAL �TTs7Si �,�,C1�.`4i _G� x.T:s. I T-VO C2) RtIYS ;1F TIIRc'E .C3) � / ! f,. YEiriS EQ"§1ALS ;S -S(i, 'ThT::� Q? I=itT1'!AL VENT DE 'M g: H.T.S. 'T- r PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.02 Expiration Da 10/10/2023 Miami -Dad Product Control I 3 IESIGsi LOAD a� •`•ay-���'r^+Gt�"+'�'y/,� r',a?a--- n =fiO.3 Erb p� N 004BGZrii ` Z S 1=H- •- `J `'�tvi �c J�� Di _< II y� TI : ? !.. 0-F OZ .4n ' liRfi£ id1S5LEr �0 p. RES15TAi1wE i1 «v a 3 ae4° i 'tip '�+l ,4i &,j t § Ve4� w- U I Lu# a s I 1b5 CARRIAGE CDCAtT V1NSTwI-3#LE3l, FLCr E710 wlt.?�mtB.IS Id 3L 550 FERI G9 (24 GAI 1000, 2061D M4 L E51:.4AK STtFMIT C2.4 QA.1 iGQD; 2000 3 T; DTii. LUNG, PI,I't.SR, AN:; OAX ;SUU 1 'PAN= AR4Y>!I BY Ei? All 01/12/13 ; MiMN P:.tiw BY > DAB $fM i # 3 SrEOkFICATION� AND NOTES 1_ ALL THE TOAD FROM THE.DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM T)AF TRACK THE .LOAD IS TRANSFERRED TO THE VEPTiCAL jAkl3S. THE HORIZONTAL ,JAMB DR HEADER RECEIVES NO PORTION CIF THE LOAD iRAANSFERREO FROM THE DOOR, Z, EACH VER TtCAL .JAMBS Rc,CE1VES MAXIMUM DESIGN LOADS OF; }230.0 LBS/F-1- & -271.4 LBS/Ff 3. DOOR AND HARDWARE VAH BE DESIGNED., IAANUrACTURED AND INSTALLED VATH STANDARDS AS SET FORTH BY DASMA. 4, DO -OR SECTIONS SHALL BE 24 GA, (.0248) IAIN. EXTE OR SKIN ROLLED FORMED, W/ BAKW ON POLYESTER FINISH 5, DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWNa USE (1) 3 5/80 R- TRUSS PER SEC TION 8. D004RS OVIER (4) SECTIONS REFER TO TABLES 1 AND 02 ON PAGE 3 7. SUPPORWING STRUCTURAL EMIEN75 SHALL BE DESIGNED BY A REGISTRED -PROFtSSIONAL- ENGINEER FOR WAND LOADS INDICATO ON T 4IS ORAVrANG IN ADDITION TO 01 I&R .LOADiriGS_ B, THIS APPROVAL. RECIUiRES THE MANUFACTURER TO DO TES+!WG OF ALL COILS USED TO FABMICATE DOOR PAKEM LINDER T,y.1S NOTICE OF ACCEPTANCE - A lhf[NIli-UM OF 2 Si?M14? Dmar S'4AL _tlE C'i'! FROM EACH CL.IL AWD TENS11 t TESTED ACCORDING TO ASTMI E-8 BY A DADS COUNTY APPROVED LAB SEC ECTED AND PAID -We THE J+aiANUFACFURER. EVERY 5 IdON7HS, 4 TIMES A YF_A.R, THE WAfIUFACT'sKER SHALL bWL TO THIS OFFICE, A COPY OF THE TEST REPORTS WITH CONFIRMATIGN THAT TIfE SPECJ'f ENS WERE SELECTED FROM COILS AT THE MANUFAC IRER YR0=GVON- FACIL BIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER TI`II ONLY COILS WITH YIELD STRENGTH OF 32.000 PSI OR MCT=E SMALL BE USED TO MAKE DOOR -PANELS FOR DADE COUNRY UNDER DER THIS NOTICE OF AmWE ANCE. PRODUCT RENEWED as complying with the Florida Building Code N )A -No. 18-0725.02 Expiration De 10/10/2023 Miarni-DidProduct Control Fin riVAl'�[E i'RACn CGNfICURdTiONS IAITERiOR OF ^vARAv£ MAX, WIDTH 9'0' � — : 'DESIGN LOADS ! ,2 O LBSfFT SEE NOTE —2?I 4 LBS/FT ,T.jIP cFt'Tl�N D A �ACiaxra! rn Wrxin FRAME S?RIJGiL�= Sty` X S` _r,A[ SCR�el5 STARr;iwu c` FRDF1 EIv�1S `aI-1E31 2G` D.G � .ice`-E??B�Lz�;, GALV STEEL INTfI2IDI2 Iiv l�C i k7NDtTa FRAId£ ALV STsF1 -�Xr£RrOR ISPA7 : YIt�Di7Y F??ADiE 1i.i,3' 817E 04 GLASS 2+i fi4, ST>�(. DTIDR 5 5if6' Il`lEkALI. ANltEALcD CLASS A?U' SOLUITA PVH WL? LAY 2.3i;b' X It2' SCREW - USA TO FASTEN THC STEEL F:TERIOR IMPACT VINMV FRAME T.G T�tE STEft INTERIOR IHIPA T >rINDOW FRAM• 3. 1Itb4' X I12' SCP,E>: - USED. 'iL FASTEN =CRATIVE PLASTIC HOLDER s:;1IIiL7i1 FRAME TO 714E ASSE-91IL'f HI.LTI KWIK BIILT OI$' X 4' STARTING 6` FR➢M ENDS THEN 24' U.C. (R Ir2' EiiBE�7ltit�i %iJLTI SLEE4rE A??CHOR �Q. X c-314' STARTING 6' FROM E.�'IIS Tl3E?� f.8` fiC, Cf I14' EHBEDHENTS iT aJRAMStT RE�NEAD tTRU-BIlL T) 348' X 4' STARTING 6' F" 3 i £NI`S TAEN C4' u C, f J2' 'tMHEDhiElr SIMPSBN 114` X 3' TITE�I SCREWS STARTING 6' FRDN ENDS, USE PAIRS OF FAST_Et�ERs C3' nPART) AT 'iT' � �, G 4J2' E,'�iR=7>✓iE2�iT: i;ILTi i/4' K'ri1K-Ca7t1 ii-� Si,REWS SiFmTT:�iG �` FR'Jld ENuS, USL-P;?,"�S r' FASTENERS /�2-3J4' t34 APAR73 AT €' L.^.. U V4' EMBEDMUE T> ? k 6 VEPTiiCAi -IAFIR Al ACIII'JZ=H T i y0nbgFD r:.932i R1 ricM1 <F000- PSI uROUT 7T CV FFirF ANCHOR 3JE' X L^-3r'4' SThRIING gib' UOM ENDS 11"0i EEw 34C �] USc FASTENERS 'r�R HO'4:7V C� 'S0 �;..'�CK? xLAGS AND 3t�I_TS CAN >3E CDUNT I:SLiN% TO FRDVIIIE A FLUSH MOL't:TlfiG SURFACE. xPrTtPAP.a�isN BF 4iiDD J ;MBs BY aTHEFca' ff2" IdiN STR"ULTUR£ ?--3J4' kllt 2X6 JAMB TY;7: MtTi.LDI✓ STRUCTURE SEi ii iu�i B-B IFAi;T 4!aiti.'TG'ii Bc ::aye. i �ce`I1 IMPACT GL.AZTNG FASTENER DETAIL ^�' N,T.S, Fy�ler�ici Dso J OLAZIti'G MEETS ASTM. Et3OD'-04 NUwA* ivi�tst -�Y 4�:sIVE `C2 Lkb U7 A, i. DOOR STRUT j,DA;✓1NG tSASE-DON RECoM .3 DED � HEIGHT SECTION CONFIGURATIC?�; iGr I E C j© E F G H T fwin�-7--_I-='•=-_ - ``=- _ _ - - ..-.,z.. - 71 501112141 1 611 1 3 711 58If j � 76 111211 - - -- - +' —1. ..1 . � ; ?,• ...1... - — d :' `ilk 2:: .P - - - - 1'.:::«--- - =-c= - -{ - -1= — — . — — , ---- A. - -- 8' n 3 1/4r' 1 1 1 E' I 341 62t, , 70" ii 88 1/2 I - - - - -- - "^s - _ _-_ �:-- --- - - - �r 5 1.12" I 1311 31 " 1 41"i 64 ,1 1 .'/, •5 i j 00 1 2" i f ! - -_ - - li- - - - -'i! - '' i t_`• - - 1 Li.A-tan f' - �"i:_ •i _ "r�p _ --_ — --- --� _---_ - - -- - r� _1.. . 's v 112,i .1 �il +"„7„ 1 12 `:.; LiY li' ; t.{i7h.lf•=I- i AIiJ"n .:)e':' �•}I-I__:f -�yhiii:i'._?=-+s_ �V {" :<?._: r•11�3_ _--:13-=_�-:�._,�>..RR_._;�.1<'4: :r_ iL_a V= --_•4i t t +5 1121f 1 6rr 3411 1 5�11 j 7011 188 � 1136" � 1124 i r'21` l'itii--i� �__I <'11iTFtf' ` tFAII --J-`iii'= ILLi?iir1"};'-- '7r '`%i .,il.'-`= :t==�=zlf - -G3. ��i jai-�,-_ c_i :l.�:.: ... 2' 211 ,! 37" 1 �Ir �„ 1'nnil ! ! ,� R:I , I t /�li a 7 f 1 7 E.it' too a.lU Y ! I I _' J la<: r`rF_ . Ir F:1'=z1lj_:, _.34 _ .Jx_i, - -1 �,._�. >2�":-Jb_ - =�G,—_ -:- I�i''..s.' !•_`2`_ _ - . -- ! 1 1'� 3 jig A J 1r 2 �' 1r i 3 7 5c 8 'Y 11 .ti! 'A 0� J 2Ina s {f i i y i i$? ; i; 3148 }, 1 i + __A;. :: : _ !7 =I-_[.�1 _ -' CA i=%•Si!= 1 __ Li dx`•- -111 _ _ _ 44 Awl AIA7� IA 41 "FtL"; 16' 37 1100 21-11 oil!2 3� 1 i {42 11661 1 i AB1-1 z I �OR.EC�'© NE1GH?S j Ham► m ,Btm #2 #3 #4 #5 ' -#0 T4r1,7 ' #8 _ % �f is_{ �a: f {! _{- _'- - - - .� ?I .' � !1 FF q pII it 21 2t 8 iC 21 Z I � 1 sf��"�� j tt -{{-�_ _,t,- _ -" -ii '2ir=1- ri?�`- -'11:' T!-E _q'!I ityi stu __/ __ _ -r1 � _ p __ - { p - e-{ .{ q t:J' !:: 1 IF G 2:11 u 21 IT 1 .8 1: e AQ:r 18 Fi { 13! Wit t 10r 6" _21?F 21 It j 21" 1.21 IT 21 21 rF j �� r � � �� i '� far � 8•• ; i �" i ,` 1 ., � � 3r ! 1 •�It + -� prr i � .� it 1 COOP.. ATT'A,�NI�f�.PN�i � �PL1G� E�A.�;K I B' I i~ V H 1 i 1L Idi lV _ _ __ _ _ _ _ _ Yt �• AN A. j _"j) 1 311 t .14F{ t li j I jo h 1 i!�6--ia Fi -�.lt6•vrl j .fa-�rii &8 j `7Cli j J ( , t �: aJ ' ! 1 iii F 3 t- t.n _... .r. _ v =:.__:. 11 ..t.. _ _.:_ ,-'- 1, t�-_--•_ ;-- r� 7F=' ='-, ' c - c— ----3---- - -'=Y"= - - - _- — -ice - - ..i t . ._ .... ... fit•• ..n. _.. t _ _..... - - - - - —`-v .!. - - y �v = - ._ ;, - �}±ors.. ,.,.�;:?. - - .T - i = i Si e� �j Fi 4 ;-t'-f'ii ' 1 v� �+- +'+9F F 1 it 7 FC 13 ^�1 I j �^4I yal 0l j lm q � e �- 1 h z: _ tt to mI _ _u V-----_ fir..__• ... .1 F-..F +�. _ - -- ---- ---- -- - - .,-.� . _ _�_.: -. .. ..n. .--�- --..=. ..,� ...... .:.. __-' " �! ~Fi I Aii it �- i 7I 4 -,:7 ! 5b ,r i -- II r 1{ 88 i GQ 127 ;Bi j I — - r- 'mot - •-rr- - — —— — - - — = —— {j — - J�-;;:„:ate - '- — - F — �-cj-'".t�`R:.'- 1-No ,: iZ - �*. - - .�'c;-� J� r,.;-•-1r:: :ate ; _ ;_ _—- - _ T r - - y - ,cam_ - - �1 - - �' - _ 'A,-� �II —� o' �1B 7 t r7 n Ik j t11! 3e !I { a- !i F hntl "-7�.-r1t T ,-; it 80 i �(•^r Uo i c € X L j i L7 L t7a / b 1 i ; 1 i at.,..:. ._.. >.r= _: t__. _ _mot.._. .._ �_.._.. .._ - - {-:-- _ _.�-- -I:_- - ='r _ 7r. :ter. y+ :ate i, — - .:_r •'•�_:rtl ---ty'•; .11r ntF 13 `AAAp1 r1•"7tt r ?t f nFr t �:,'aii 11 n-_y.1.11 j• 11-` 7 ' 7S { V 3 V I ! 1) k� ; i i. aIF 3 t } i ! - r _ _ _ - _ 7_. �r 1 : { _ - -•-�-_'�. r; cIL -F. 1 - - - S - - _ '7.. { _ _'= ..tAAA ,. t _ _ _ _ _ - -= --"--- .r. :F::_^—.+ �=:}-:�b.::: ?.'-'.-'_`. --------- I .F 1 All ^�7EI s+,S,`;.(^S7r"iS ag:,-�^�IS I. tI"�'{I 1 S! 1 ( {! �71�.=.+! nt!.f-r.r?!Pt i ! V - @1102 d v F . .! ! � I� ii---. li_.t-�-: rt__.. ?7_,t H=.t, '+lT=.: �7�i •!i`-; ..LF_ n_ (r- iF {. - --- --.-,.._- r.. _,.+:- 1 .{L..,,.A_ .. .., �:..._ - ii:U_: i j i -- Zr r ' -i 1 t._ _ 3 _ ,::3 __i._.:�:v:::_ ._.�... - F..ci:.u:l - - �z.tii.1_,t.,,. "Z '. ^I v:.2; 4. 17 { f�i i �ta - ,� tt i al t��' �" It ! 2}i =f,`91 '46 I �rT i T',� �•. Ilr 1 J -IT Y1� 1 � � tZ r, '�v ! Fi n ri->; .n {.4 1 7? t 148 1f a D � . i !�0 i !�� ; 1- , { :J 1 —.... ... .:-. :t", f:- --,. .: ..� .r.'a. ..,- ._.: .-+.... r -.- .. ^/ .iF- r :_ TI /i�; _:, -? n13-: - rn - i7:�E ,. a- - n .{, _ .{S:_ _ _ _ = ;1F_:Yli- - ,,.; •F. - L- -- �7F 'jai.; _ -'r:= -- _.._ n __. _..:?--. j -..a.. , _, _.� _._. I ___._ ._.y _ -i. ._:.-: .3_ _._ .�- .. -:__ i:_, -_. _ Li. J::_ _ _ _ _ :..V iS.-- _-i€_F: _ - - _ �i -_ j{��-.�. - - - _ r'-1.>. _�_ 'r.::.= _ f-i%ro: : { {?J7`%ioIII tAt - - '-' tAa�tytH-m�.taA .,5. :r_-, ! •�.-, . : _ :a :']: :,l'J,. r'.': _ :.'r._;.a. s`• rt-..�*,_ ..: :e1q,t<.ii+. : `1 1 '1 4 li 3 ,3 m' 4- r? 27 n la 'i �� F? 46 FS ! �5 !! li 6� 78 it 88 100 ` iS � '1 �-4 � a 1.7 22 ' 134 �V 1 I 1 1 i 1 ; ALL TRACK A71AGHs4ii=NT SPACING-F•j!-- 2" ALLGM S•/f"TH SYP OR SPE N0. 2 GP BETAEK ONLY PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.02 Expiration Date 10/10/2023 i B A Y Miami -Da a Product Control t BCE + Gent31.1a Location Saction. i 1 Oveasured from Left Edge) j Panel Type W idu 1st 2st -3rd iz in in 3, 1 ' Long 24,000 43,000 72,000 i 10 1 Head 24.825 ! 48.ODD { 71.375 _ _ _ __ _ __ _ __ _ - _ - _ _.yn'_ - Ai --,-_`:-----_.. -:..._....__. .. .. ...—==______ 8'12. + ong 24.500 i 49..DOD 1 73,500 Bead 25.127--j 72_8.75 - - - <L.. —49.000 `I- =oD00D=� - - T - ��U:��_• _ r_ _7 .fit _ ~8' 4 Long j 25.000 5D-000 .- 75,000 I Bead 25rv25 50,000 1 74.375 j _ %.ri'i"_=3i_.$.- rTiin`:i,� .. .• .c,-::tom:,='Ch�:rl',T::,' Long 254500 j 51.000 75.500 1 Li �Y• L:uqv 25, trJ ! 51 eLDD i �rvr5 8',5 Le�za 26,DDD 52-000 78,000 I ! 2v.625 6!t,DDD i ,v{v , 1rL__ L:j1 x..._ z,l^-n:_:�'' '1.--_�. =P-=�_— �: .v::�:::- L•. ' s=:J.S!Le .r..�:r1 :�;..G'�'LL.. 1-10 AA ' 10t Bid 27r;25 53,000 E 73,875 1 I g' U - Long 27,000 54,000 81,0CC j 9',0 Bead 27,525 54.000 8Om375 Psis rT6'�i51} Proci.r`^