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Home My WebLink AboutProduct Approval fax._• +'S.a, ..+ M IAM I-DADE=i MIAMI-DADE COUNTY COUNTY ,v,. :;j;`... ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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: Series "PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300,111, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. • NOA No. 17-0630.01 N MIAMI•DADE COUNTY; • Expiration Date: May 26,2021 APPROVED t` `it") Approval Date: November 09,2017 Page 1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5h Edition (2014) and FBC-6t'' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M.Plasencia,P.E. P 'duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-2 --- -- --- - SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: - NON-IMPACTOR LARGE AND SMALL 1:;'-' � u 1)DETAILS SHOWN ARE FOR THE MULUON ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD DC Sr c EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES .I 4: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS__._ ».___._.__.1 NV 0 p • FIGURE 1: ELEVATICNS_.._,.....-.__..,_.._..»_•1 F r MULL TO 7X WOOD....,,.._.....,,.,.,2 0 MULTIPLE OPENIND WIDTH FOR VERTICAL MULL ARCHES 70 BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL,TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS 4 ,, MULL TO IX 8MASONRY_._.._2 0 MULLIONS SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS TREE-FLOATING AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES..,.,._..._2 _i • RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. i' A•0,0,11; MULL TO MASONRY..................3 M) __ _ SWEETS J E MULL TO STEEL STUD___.._._,_,3 N U _ -_ r 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_._,-_,.........,_,..__3 a F %- i I `7.—-. ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE TI-IAN.V180„THE 1/3 STRESS INCREASE WAS NOT USED ALTFANATATE QIPS.^_.---^..—� O co E-s W / �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, BAY MULL INSTALLATION»,._..,,._4 > Z W /� �� 1 X 7 X.126 NULL SPECS,_..._„_,.5 1L 0 = i i� �� 1 X 25.376 NULL SPECS__,......_,.6 (n // f/ 1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.75 X.376 MULLSPECS.._,_7 `a4 -'1 // �� \,. INSTRUCTIONS. S N / 1%275 X.66 MULL SPECS... IFL--1 / 1 1X3,125 X,500 MULLEPECS_,._..9 2 Z •�� _ SEE ATHiu G II / i i I }I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.12$MULL SPECS. 10 0 m 0 o to SAS-IOUB, \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ONT is SHEET AND.SHEET 24.FOR MULTIPLE UNITS,CONSIDER IX45.375TUBEMNI5PEC5.._TI DF t7 W 1 --_ I, I A TY-RV c; ONLY 1VWD ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 E.37ff T MULL 6PECS...,....II 1... Q m eV SHEETS 2-4 1.25 X3.188 X 266 NULLSPECS-_12 / I / I 1 I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. ci W 1 / I11 / II / OPENfNG 125 X3.25 X,100 MULL SPE:S._..14 D J,; m VERT. HEIGHT 1,26 X 325 X,624 MULL SPECS__14 5. Z WZ = LENGTHLLI EH, FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THETABLE(S). 1.25 X3.94 X.624 MULL MULL SPEC5.PE ...1fi �• _ •� Z p MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6X.25 MULLSPECi..._.._..17 r gn L / s EE �E' BE ANCHORED PROPERLYT TO TRANSFER LOADS TO THE STRUCTURE.ANCHORSSHALL BE COATED OR CORROSION RESISTANT ,f2 66X2.11 X.126 MULL SPECS_..18 w /// / AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS,REQUIRED TO PREVENT vr 2 jti BAY MULBAY L SPECS..._19 z -. IW”' Q m q) REACTIONS. MULLION&CUP DIMENSIONS.,_.,21.23 I_ Q 0 Z N EXALYLES 1 62___..,___.,._„__.24 L7 1--• Z m...w1 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL•6443;ELCO ULTRACON/AGGRE-GATOR NOA'S LOADING EXAMPLES........__.___2s o, C') g v O m° PROCUCTS MAY (4 0 n BE OFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 5 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING N W MANUFACTUREDMUST SE AND ARE APPROVEDFORIMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH O R' Z LI CO U) � I BY PGT, PET-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. x 0 w Q 0 I� �� , QA Z u) y 10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZa. �,_ O WAC UOR1zONTAL �` ��-0G DETAILS 11)QUANTITY OF UNITS.WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING U I S I' ,F.- g-, MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA PRODUCT REVISED LENGTH HCRIZO RAL as complying with the Florida MULL - • Building Code LENGTH INSTRUCTIONS: Y NOA44o. 17.0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Pate 05/26/2021 HORI2 MULL LENOTN 2)CHOOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By `/ LEMULLNGTH 1--- OPENING VADTH� (”— —y MIam40Y asP Control- . — 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR*OR'TRIANGULAR/TRAPEZOIDAL*. VI Q� °PENINS I I III :—i4)FIND THE CHOSEN MULUON'S MULLION CAPACITY(LBS/FI)FROM TABLES 1A THROUGH 16A,ON SHEETS U THROUGH 20 RESPECTIVELY,USING HFOpTHE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGH L(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING l NULL VERT. MULLION CAPACITY ILES/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILRSIFT')FOR THE OPENING OBTAINED IN HEIGHT I LENGTH MULL LluthL ENGLH STEP1)._ I t l ___1 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LES).THIS VALUE —— REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MIAUON OPENING AL MU 6 FROM THE ANCHOR CAPACITY(LES)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION MULTIPLE ```1.1+'I'1 11)/ //' FOR VERTICAL MULL ) ( \� O�Y LI IJ , I/' � FOR ENINGVERTICAL IOT/I ' ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �` •��'.•'`1GEN$ ••/� CAPACITY IS MET. F :EF f Q: SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIFP1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT9 FOR THE No.38705 FROM FIGURE 1 ABOVE ->k: OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS - /"-7 CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE =9 I •2017 FLORIDA BUILDING CODE(FEC„6TH EDITION .]-2-f'7-. �\ +2014 FLORIDA BUILDING CODE(PBC).STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIF�')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ATE 0 ((/4 •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS/FP)OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION -_ SPL OIEOP•.•' ?: •ALUMINUM DESIGN MANUAL,ADM•2015, PRODUCT ASSEMBLY. - i,S G •AISI5100-12 'i(`1,9NAL E��'� •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 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Mull Length a-• • , 8874a08482.: SA • CI 0 • IS V C • C A ;1 a iT• ED 5- 5- 0-' 59' .9' 7" 5—S 43' 1 1 NI ni m 1 Oa_00 , . g c a i• P-•w" ' ' gs• 4E111211g5PIAA42 )=7:inalls qg 00Pr, g 5 c 0 M • • 's. or a ' p c s-,1,a1 0 9 Si'70 F n lq R 5 61 Viiigri di ' R a" a ' rr. ta ti /3 • $ !al 3 5., g a Maim(Impaetly ,, CO -1 • mELViiigEr nencnoveDilci,? .. ..„ C nixotm ea . . • m c-ja.jRalP, -R - k' Alggli,V. A .A423' c m • • • • • • -,....• 1 g 015) 8 m m ...2 2 41 4"41:V 4,•,.4' .. g i -n 0 • 0 2 c CA 2M • 6AI gggyE,TSErii,41eF I • - -. it] hi a hi bi 0rii-la r.."... ORbeaqnuzi2re)d(Ice) i 1. . • cr., 0 . .... . . A r - ,,, 1 '1,51 r_•W IA Pj X El E a It' m°""7"`ItY x 7 7"7-7 7't§ 0 .!:•: . .. ... .. 0 i m"'''"a"""" "- Rendre:I ' gs2 P-• . 4 - a 11 > ,: f• 91 t ' 13 7, Pt <2..' gs 6 4 Wilk.Comity 5. 31 gi 11 • 0 1,',' 7 7 • r, . le .. 6 ia iu . in r, ;,,' trburroj • a 5 9 t- n t g ti.Ls. -1".•' V 2 t g A r.IL.'''7.7'br" 0 M ...4 LI CI ia cx. a, . le 6 t: 04012) to . ,. 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PI r• PPN 0 !3! a 8 ,,,,_,"_."1,c"'ItY ," . .. , 1: 026L,aa mm ,- 2z e 0 gt• 0-IMPr' xzz T 0 Qo ,_.•-i oczo . m•-1 5....v.v.v.1. . .r iitiV, V51.16A424''''"'" 0.5 u j- Mg(34 rE8 ci =14 ti g tg, i2 1..1. A $ s $ $:141.0on Sopa oily --4 3' 5, 'A • ..P0Ee). 8T0 ,S1 5 ic.3 z.l 'a,1 .... ..-i . 10 o 'UP o o 7,.0oh12) fl ox4 .. -aP 2 Icii t?',7>tr,t BP M'P T.•:. g A 'it 2 A .'• g g ..', r..„17ILTY 6 1 It a 1 091, 2zr 0 > - _ FI-.11R P' m z ii a.:•m ,.. • -- _. _. ... 144 td,, ik. en .. EA Lillon Cnyadly .o 8 . %g':-.R189. om 2 A >garaw yq R.s 5 110=1)1°g o q g a -1 e. ifigggi' VAAEC''''''"ral 8 § : Rorludad po - --- MV"'F.m z. t• Pco wm ,T, Wff>gg's19,u2 . , i. o en in in o b ,,, Cii:n02) i 11, o;;9g-Tg i3 -0 i •zf,§E.?!. P/ ii .1. 45g22222Z.,t,;(7,r 8 il oo>. a• gW>gVRA -a92 ,,,..1 ,., ,-,., - •• -• e e p p IVIallen Como* cc F.L,8 T. E z • zre,:1•1:::Iik'goftz , -a mms TM . 00-aa ogg t.. PIE7-0:1z, va. -:-D-WE 8 . _ .-i. 6 e .-'zi v. a ',:•.' :1 E § r'°"`"44`''' g 5 ...3,., W°17:i'f; .!..,- 62 2 -i my .5-.• 0 M P P Cli.)C9-ii89.,5 -8, t '.1tiV `CIA4 Z-74—f3 , 2 ! 1I 5... 4 i: -0; r•s• i)/ P IS: ' Pac4IY 0 05oarl2gox x ,, . ChM 'n • ?....x."4? 5)1, 1c01 ••••••••• , 1 nk. P. k:P*q1M115X ,101 2.'t g g U 1i1 LI g A 4 2 ''',``.1):74 k 1 I x 9 li 0=c2rz,..cgc 50 = i...,t a 7•:: .'. p ,t p.. ;11 E s momzzacity ,, a i g'3 . z 02 --4cm ,73- 3. . K2g.ifp,c2 2 • milORK -IX m F z ; , .. .0Milustil \‘" gal .6' m z to V 42 OVid * l'i, 4 rj F.°X * • '',.,3 ..........4A, d E 5 t ES 0 .7, _AI,•'.,Zs) '•:ri-% T - z ES 0 r-r...0:2,241 z ,...%.•:,":••• a. 2 rt.n COPYRIGHT @ 2017 PGT INDUSTRIES.INC. Au RIGHTS RESERVED . gi'll Ilk 1. - IMPACT-RESISTANT ALUMINUM TUBE MULLIONS MAT 4tr...r.•o 4 9.3 e,i :-..: I. ' 0 NI al Do cep Ibrr a ---Ict'Y-5,,... E, 0>:•2...: 2 11.1 ,E, :— 1 X2 X,375.MULL SPECS ;,<.... 1.4 ...,,.... ;.....- .tir 14 en w to) sen.: ti I'. 49 ,,,,,,T, Scale: Drawing No. Rook ll 13' '1•••,t).4 1'.. .'Cc\ N/A N/A 6300JR 6°f 25 1070 IL-moony DANE ri ,,,‘ i,,. .........,,.73 ,....• = u P r..... D0401 By checked By: Onic: • Rov. N.MOM,ri.34275 /,, If N‘‘ , Im 2, a J ROSOWSKI °138/29/11 C 040 W-1500 ..1111111t0.% II Floi.Br. Onto. Rovisbro J ROSOWSKI 00/19/17 NO CHANGES THIS SHEET. FL CERT.OF Atinine zone 11 0 y h w6 Mull Length ie- D T T -1 N o W ,_ r E-I V K W e C V m ni To a m 5- 5 Sl' 5 D & 7 & M . t N .oB m p „ W • m A b& .a a p 5- 55- 59' 55 s -Vs SM .=y H y x - o at. ®® n a g m p• o Mumm Cady a il gi 0 o;n m r _ m m ® h'v v m - 9 - m : E a a m o b 1033038 �acaY 5. R. + m Atchv CepecAy o VI • v m o g_R m 4 P• G g g o w 2 e E N ,Nt. : In i Rea 7 Abe) ql ti o m B m ig c T mra'R,34.4.- - 11 m a 4 5 A k o 4 g g 4 1 $ .t d Y o.ei IrtfsI y s9.=4?eeMi-1.1rr g A T O • C xi o + m g g m m $ c '•gg. .0 o • 0 MWBm GPedly i g- Al A •• .. x Y A D L S Pe m 7: P' Ei r7 r3 I 1 �t �"i ^� (.6•P6dtY e Pl to D c =Ttad(1 ) m.. • G - m m t- a 1�n 1 N u m Nmaa,cepedry VI � m v e a®E a E. �, m a, t, r b C in o g (�� fit. z , [[41 fy 4 pp g gg aunarc d 3 p • e m ❑ al )3 5, 5 E g g g g E S P.equrod abo ry k''., Z D D D i' q t se $' U 1,0001 CaPadb -1 o s o m a o I, 1e • o o E 0 Rolm K.51 • a 9o. a Sm' o off, w A E F e y$ f g .§ A1mr:01F dry 3 a ReQdred Q6a Ca g m 8) G G + R g 0 m o 0 1eu5^n Capnelq 9 Mll a:m:I pt . e N P u 065162) m a o . m m 2 m 2 0 3 r Mc. m m P ; •• P W '5 5 5. uldrm c-v'dlY 41 q x z=1pooWc• mw,e. m mM �n ag;=gzoc S ! m to o o o 1512) a D.4�y*my rmi,-i� D mN z ZDV 13&aS'• m v u 3Anchor Capacity m III Nm01m,Z�j U1oZ A a o o >>r 5 L w g N m Al'6•' g g g 2 m rd0d+) ,A B.= . o D zm _ _ d3 r CC m-i O my 4 y.4 N 6 g� g n Ni rm O2 N l7 S_$_ Zi$_S n' g y 'm S'' .mn �.' 'w u' m a NJfan Capacity 7l 3., �> moS rnpg 8 'np r8&DS&fa Fi :, .m :. 4. v,io o tmia2) 1i,11 E. W2WtEz eo7OF Al' b G g .o g g 8 i 8 m Req*d(b)- R• o t1 -tv1_-o T g m + + g ao,mm i .u'.l_,z z mA noaaa E,5 • i- x. "d B"m t L" v, S )S o +• wino,comouy• I3,g m D 1 Rai m 25"-IgN . ®mp m .z� 0 li o :, e b .. u u o e. o (fos ) F3 Pi� Ifnn •I. •T Ir"n OTO z i o T " y g' g Mwlm,C6Peolro A9 Lg. DA0002 -OZ C C r + V u D9 b to + 3 'u a iu in $ } PhsiIt2) �' ' r DDD m O(2�NOo =2.m IT, 02 < ESz gS g+y sQ r 11 8 0 $ rtZd(06)Y,n.' 8 . n D < a g. 0 • 5 el Id m `" a g Y g 3 m- A 22 Z a MECz D_1O OL,D 3= m y g �� + e o 3 o m m p t .v N Milan ty 11 9' ear c -n O ri c m !,/,'. o O 5 A+[,% L N _ a o em (05.'12) 'fG pa 9L27DOC1 0m0 N DOD D D-p• *u j%0111 �.I �+ P; y a� '6" It m 1npC-1 RCI Z fnm S '^ 3 t el B & g u c g K �-' ft.pir E(malry -. a m N 3 •,=> . m c _ • p F P m 22F, D a N a g D r r + -4 M n, o f a, m o s + i Maim,caaaah. z 13 i� a_ g �'>r� p z K^) w 3 i a m m N m m (mdtlz) � o s (� 0 RD1 z Z a S a a 1 (o�mxx11 T.m n emi,A 7 R s` 4 4 g g 0 4 g w 4 5 + .'+ A,,,CnPaeilY •12„; % m D D Z �n m + 1 In' + RaWked(mc) i;Ig -. P C p2p�D A� O m y`+ 'W y o Mllkn Cnpsdly 0-Ic , 2"d L— m£,DSSff W$•10: u o i 'm '�+ m m e e o e (Ihsle2) AI-Dun O— oy T v NI 1. .1111>1> O Z 3 = A rrn m N $ A a FJ m + a m o :S Raglhed �� oy to v v m a • omP im ( o o- E.� i m m I 1,N m p 2' 29 0 N' $S D S S B°l t:' E e d : 11 4 C IS 0 03 m 4 ^hem.cep.ahy �1 M c [17 = N m u r in L, 01A0129 cj y�> z. g a Z 2 en 5� 5� .,++m a G '�+. m e g1 ` $ a AnahorCapedh co-1 �j 0 Zco, D D N S$w N or f V g m '0 7 g m r o g RMllrcd(ma) xi o ;T11 Imo g p 4 e :2 a• m m I $ A m o e 1:.:1 o Mduanc�dtY l;!s 9m 1��,r yN O Pi]. y E u I + ti AnchorCepadty CO tz g g8P.EV3aoc ^o g,Y liEig s g g gl ,d m m N 1 D C T D lA T 0 Rwah (165) jm`� WN z C30'11 m��m d = 2D+ v7 7)—°002. :mXz ° -,, rst & V. Fo (� t' sEI �t Amnol capacity j TD"Ix FA2Nm0 CC 2 t a a 7 i 11 $ ii i'' 1 RegWred(m,) - • � i. A p c CD 27 A y— N E u E 2 m S 0 0 0 Kam 0 MsmCOPac17 ��13. N I L',' � m V{0 m r-O 0 O '0 C 6 m m : +P' w P. Archy Caps) c.1 I m D O 0 i I C a yam' y� - Ragahed Ms) ..-v,--...--„,..-- o KORO-1.tZ •— m 1 H \ o A•ict u a F �y� ��=NmAc,A z i `. .5.4.FggA 0 5 uz i ' „,)",-,t„, ,,S .0.84 *��Yj,, 3,m Pt 2:mit �� .. '9 i p Dem•A I- �2:D D p !':{� a ne,c 0 COPYRIGHT®2077 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED \ O d O.{ Tpp. r •007. m z: _ , -s ,� IMPACT-RESISTANT ALUMINUM LUBE MULLIONS re,_,,,,--- ; cn lr:y a ,70,.2_ a o v m Omc1phpn mm'"l a2 g . cn 4 1 X 2.75 X.375 MULL SPECS0;ll:- /.4; N g gm Sedan: ... DlaWnp No. Shoot p, C 41,.•., .. .L. \ , la o o N/A N/A 6300JR 7 m 25 1070 TECHNOLOGY DRIVE IIRI . L �\ o o�waey � a Date • Et ROSOWSKI 08/20/11 unaved Bp RC " 0E FL.34275 75 (540 400-1600 LI J R6SOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF Almt.p 29298 i 9616Z AH11W d°.11091A 133HS SII-LL S2ONVH0 ON LL16L/90 IXSMOSCT2I f OOPI-Q9 (If�) m1°Igay :also 'mea 9 ' e, LLL L I E 111II I •shut a 771NV W 0Aaa :area :CB mewaua 1.14030 Wo IxSMOS02i wan o 6 O ,.�� * ��AA'__// LU 3Mf0.1.7070NH031 OM SIL N S. .......11; 4�i N 9a las arooe9 tl/N VIM LY e f N 3J�:• a u° :Imm11$ 'oN 6„M�e10 ;alea5 :Ba(lag w a {O ry *.. A �'n S03dS llflW 099'X 9L Z X Lumudmaa ..$ n c 9 _Z2;g� oP. y;� �� SNOmnvu 3961 vinNIWfIIH 1Nb1SIS321-10VdWl W;m� 'a g = J:w �i (� ¢ w :ate F., fa - Y:, c Q O'0 zz a_ U2AelBS321 SiHOIN TV 'ONE'SORLLSfQNI 10d LLOZ a 1/4914MO0 O E G c G O �:,• Z k• : !I z • _-Di a Null Length c or k 8 ' m e o 'i1 T T y > b 1r� W T see C • C • C R a n "' o : i s s o a . 8 8 2 .2 �{ 2i u S)?N A A g�P5g o ix s s - 7 7 e• 7 7 7 7 7 . s e• 15 r D m la a ® Hulka Capacity i .. •. m .u' fa ,'J' -Yn S: o o H •°mi b e o 0 0 o b P�� 0. i-z r➢ , ' N , :Pa' '3 T a ^ arrcha Capacity 2 G> Y• G POPO A N �n • P-® 'e r I N o f 9 8 .. 1; o e o o g o e M aatpaeay , s �� a s - m - . e r ' to ` to P • -v mo'i6b�q N E N E E E E 11 m a N HN p g `tZ4 '2 a0ra0o n Mallon Capacity ar -ma • m i h ,a a oa f g a c - Iia t Fr o Ike o o e m o e o 0 o own m i D s•� y Q �• yx Mchor CgPardfy to m P w ia"m v u a 6 N K N N >' S N F E.. o A R E N S Regaled oPt a m O • CS • O N x1gg p $' (3 L -r., 0 e o s o o 0 O N 1.4131 Capacity g 9. C .• ZC Irl O N&z_NN C4.., Ca . c b O o o Io o PPM 14 m a • • r.? v g w'In 3 ff: a a � � m $ a P. m A Ichor cq aariy � D y c N o PekohtiP 4 o • "JLRg 88S�T. �... ...�-c c Meltm Capecly ...z RSn888a''y 9 � °0 _ r _ _ _ o o Phw1a) g� DD anchor opacity m pa • ..?Iai Z Zak . 9 �+ _!NrClkn Capacity • • n n$n R o c P6alR2) S o ° M 8 o i anchor Cepxiry ,3 m • C- 8 R 8 F. -•,-Mullion capacity g m e w$ o 0 o Paa1t2) Fl C h a'�14 4 K 1 n a ctwcapaoity �'T.' im8a '_Izp8 .n ->>+ n n;Sing Ng�^.g. E i 6 1 RaWredOb$) a 3-1 O n m CNC C ami{n r- ° - _ Q o o Mullan[ApaeAy 6 y. C'en An F x mza gzo' - o t>me2) ~.-0 5,)-t Np0 9 mT Z iYt S tK y e °, O m T22 m (Al Z g S 8 . .T q _ Ea _ Eg mo _m Anchor Cnpncity m 3434 g .P--SP-"M O m Dz 1 to ° -- -- RegWedOchs) a n _ Mullion Capacity 3 o�om7n gm�c $ op C88'W8g'•N g n o 0 g Own) 9.0 Ii) n - 31 F 5 :A Z v Anchor Capaclry h -i m_- i O ga6ad Pbs) HPJ mzz o T� 9zaz�' <rt1 x r2 m m C �S a S a '� g R.Mullion tr rn my 9 - PtddT) EA O AneherC f m P .T)1-. 'm'0 $=,',,20) Z Z 11_ o-a 6 E apac ty ig 4 2 o L a 11111111111 !Required 065) S n Cren r 3160 z 'Ni"r >1-3-'i-a- H zxCc) m O Q g9 $. -i o z o-rt ',z 3°z C C M ulhn CepecAy w 0 O r Dv ��COM�in0� mo r �z S�>g��i��m Arhohn Capacity 3 zooO mcnm3 0�z zi 3-Oi 8 & R I - %go6ad oto {rag 0 O ;R:1 S TF, ' Mullko Capacity c mrmcn. N(1 � 41 N o/ 't-S DC�>Ie 9 1111111111111 Pba1112),bvzx. m ttSS 6 & m9ig! Anther Capacity 10 v z2m Oi > J > Required P F N TO ZO n pY n S n m' - c MuEiah Capoclty 3 ��t5i 'Y a7 b o Ptd %l x c0 O0 9. Po rnn z z 8 8 R c o �, f Anchor capacity 4 emir 40 w$S i C�_�CSS yC pp y E'i wgatr.d Pm) - P>P 1M Z i_-I * U o E H i3 o, (d g Mixon Crpecity 0-1C-4C0 z 3 0 0 9 g'Y ff f 4-2,,, m o Pbele2) o0mL 070 to A y w (073 $+ _ la Anchor Capacity !r'w,m e O hi p x N �' T &S g E to Bi D G l u - r3 u Required(me) P g-h Y g O y 8 8 6T s 8 5 5 R 1- F. m _ 0 M�dl6ar CepaelI M - O1m2.n * .-4..,,, Zen n O tp S FR _ - _ w Ana7la Capacity top (D W Z g g B B'li§k ili v, -a Required 06e) W..I E z) m"_' Mn z li 8 8 g 7 g 3 N-O R W- m g _ Mullion Capacity O T ti r .. is Fa :: - c (Itdlt2) mor Vi , g b AnCtior ca9 ° wN k ovC9mc--nam T� czi % § - .. _ - ! R �C(d o oomFbz nm a S __ - o-I uo00,0z = X A '4 o te m 0 w a P in m S B 8 x Muu"capaclty II 6 Z•�'yiiG)�73� /1 J N P P ignm,a= -AAemnmXI ` ny a ti 64 lu 66 � s K e m o a � E Rawtmn nmj`r {. o f= n_1 m $ of I of I 2 x{31 C Am C z 70.1 K a. m e s t3 2 2 22, 23 fOm g m u e 4 MWIkn Capacity -+ 3 yyADmmmmo-i o u b _ o o a chum � 9 �U1»>L : m o"<E l r T n o :C Anchor Capoehy a S' X \\ o .w_VTain D .98 0 2 1 1 g 4 4 4 4 3 Y 4 -Rig 07 4 4 4' o P. Re,gremo w og `� ]. 'fn o-o 2n1zE� 331 ..0 I a A00F_tiz Z z 9 gs7ALrlio20 a 2E gm vz 3 \11rr,ir nlleF .•4j •....4A, i m 4 y v E:r'0 zo3G 7'Z O:��H J Z f;may P P C COPYRIGHT Pb 2017 PGT INDUSTRIES,INC. ALL RIC•FcrS RESERVED Z LO O { A 41 zD•. "'r = o ° , rmaIMPACT-RESISTANT ALUMINUM TUBE MULLIONS ph r` #3v'r:51,�_ o co%2z. 3 o 2 ,1 m Description m vm'•, o "';•2: G y � 1X3.125X.S MULL SPECS !, `'J •ya` 2 . 51,-, Series: Scale: Drawn No. Sheet: S;o,Ci .�'�\ . n m m m N/A N/A 6300JR 9 of 25 Y /1,•'••..... 1070 TECxNOIDDY DRIVE T '', "•�� ••` » N 0 �o Drawn 6Y• Date: Checked ey. Date: Rah. N.VFNer.FL 34275 'i,,R * \1\�� o ill o °s J ROSOWSKI 08/29/11 C (9+;)485-1620 illi ,� i Rau Dole: Revklm: J 12�SOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF Duni tzD256 p N '� t Mufl Length P.- D 't •T na4 . ff5 p G7 G7 _ _ _ 0 MI r A Ti g n m $' S $ '8 c'I c� a� tt) .W, S Y' >e o c 4 M n m m a i g a® c0 9' 9• S' 5' s q' S 5• s s s s s 3 m N a m • m N• ®® N s o 9 m a N o o Nam capacity p.? c3 u io m m Y o o (..2) I. T t A 3 r V',. A rn-' /C�n P H E B r. IS 9 = E V'WVdkn Capacity -t,S. . --' . �j G til.1.61.9F-11E N b m L 6 '.. ,ri e o o b a "'oro o s M • 0, -7".7-§,'? s m m 6 Y ..2 ffi Y g i' ! N.E "p .t Andta eapadty 24 • hI4tHI!I1 g ;;: g • • T 1 a u_ •�,h. ,<x Y RequteI- m _ yZNg-V e�., • 0 Nam Cepaaiy DoogZoaggIg4 1 ei. : - (° fed N • •• ,L a-a`g II`g g m q P! Ancno capacy m g.; • • • � m S§E o o i$$e� 1 p _ aa � � _ _ o Munn Capacity y �g�; • > P /mbar Capfltriy.2 m • • yy a '� 0 Pequrcd PO 9 m • Z> Y d w a i3 a m ,rJ• _ _ y Mugbit cepadty • m a, Ropired Ma) M nPa�'9''�` .a 8 • .a, 1.F.'11':1 tl IQ p e _ MulanCap.dty eU o No�; E.EHma - AnenorCapacity 21 4. • • . 's a 6#a s„ F J N o m B :: Respired ebn) ci a • • m _ _ o Mallon capacity #' g t! } } is _'Pomo $ N C a (n n or m m, r� •m y„ , i o $ • $ ._ .':Required Ohs)_.. ac P . n z m=0 m m m r5 z H Fal 0 o.E z E ig g§o�N I g S MW6on Capacity 3 �1 yyyy�� 2 5 1 z n O & S >d'w o >w3 gm "D v c m Required OM) ., c, rnZDmO,fa• PpmO A.n ��?? �8i.. S - Oro oszM9- -0Zc 0 mA »»>>>g; o s, 8 maaonca)reclty A *°,iR=zZ XmF 5 Z_ c g' Qby�l 14. D — — n m N Ancbar tt7 4. O N S g�� D m Z 0 ~ t zz$$z o S s;t. R 4 F. Y. E .. :. _ .cnpaatty i o N o 0 z p a F>gt g a v v s. 9 Rm ( ) . §0M00, c1ocm =5v m Ncci o r a a 13 E m V 9 9 9 g g a b g._J_Maa.cepamN r3. a m O y .TJ•N -i _ i p 77�� {@� y} "y .o V V a o pea) g@gg,sR f y>wy N p r ,06 2 m >n a -a .g x1 N@ m J m Z:i }' 8 N m u i+. �'' WtcliaCepabiN K a N ZD r g.* ti L S Required(maI I8 IS ,-r 0c$-Zn >M a c z c F 21 - 5 • 6 e $ P E ki 2 ii m N o 0 o e Mull"CVP'IN V'S i 14 r-c.•-073 w m z m "0 '>Z;i3 n S!T' o fl V w m : : Anchor Capacity m IZ 0Mi3 o No 0 o= a W. S RagabedQba) NoxTOa o~i Nm g's,'-' - G i : : M,:dnepedty �il ._,>-=..- -,-4,.r to P� tp n a>1 a a a S v, a, a P.M) to 1'I. 4.-,0,_,0 n m - t7 Fn g - ffi + Ana+a t:apaatty 2'2. N c rn o" N y _ o,a 1 R A 9 ; $ v E 8 Regdmd Qbv)_ o k W-icaoPm -+• _ z,'wm4�oo Ao 0 0 ��_- - t t o Di S r,18 w 8 A N 4 o o Maum0.s."y 5- n c.N O Tp y' 2 = a w "e g g$g • s,1 } o to m } Qbant2) m OO i 2 Q 2 m w s -. �, AnehaCapadty g . *0.0. -o ; „ EgzgRAI iEf , o & -,RawraaQhs,) x in>. �O O T B S D S�B 3 S S 8 8 o it t. e 8 5 8 $ it G,Mahon Cepadty, i. y >pmv in o z 2 . 'oA y fn CD R, Y N r hl IA N } V in Qbar�) S (p/1 T 3 D v O Z 0 vi T o�, e, C'%, E o E.+ i E E 4 o g �t Andra capacfly LI m cmc an z :. C E� $ ?�A� 1€m N ffi >a I P.Fdrzd(M)' b m fxfnn to r E 2n T. MOM Capacity -i s .28.00 Oto 7s,G7 8m D ..a' -I m:_.11 nam m z 0.3 0 o a 0 c E. E f 9 4' b ; Y S $ k' E E waha cePadN m)NAO x m gg ,eav0.tn v 0 RanAied Da) • D _ m. g 0=10,5g20=a c x z0 m E 0 0 N y 0 ; 1 m Mrmlan Capacity- a ,M�2oF - N g pZ ? )� 'w Z • u pant* El „ Arufia Capes FIEll ?k-i.Po ori 0 m 0 g y P c c c o 0 0 N D N $ > o „ MuIDca Cepaoily .0 ax Om m �,IK m=_i mimS czi n-< p $ L. 6 6 o o ilbaltt2) F, *N -1A.� me 0.i y St a In�mDD,-IRpoAmp N a tl yit,E R _V'. E 8 - 6 E - RReephialredd,) ag c 2eSIEvOttmZ11 m F.'t o =pemmzZAz p .3 z e ` 1 n' m0tcr-m�� - '5_1-.. mo fz 0z W g ?...''0..-•\�,\o s,.l*,, i,/ 3R Q 'SSPn80 r g • om30 rte- -..71 N[71 Z .:.Oy • O p.0 COPYRIGHT 02017 PGT INDUSTRIES.INC. ALL RIGHTS RESERVED 0 E.'Cy;2 3.M't-') an m•°r = 3 a a®f� Ta�IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r•.--mym 1/VC1 o y:Z = �� p�n'1 X 4 X.125 MULL SPECS Al ``ti14 c,: 1N O :* - o 14; CTI Pm sem N/A Sala.N/A Drawing Na. 6300JR Shoat 10ot25 I. In id.. t• ... • �\ $' .s. 0 C o Draen e7 Dace: marked ey. oats, Rae y N.MIwr.CE.a.31707E ��FFRt 1111 t`�`�`\` a i o �JyROSOWSKI ca08129/11 Rewabn C •re.Q'480-16012'I . J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OFAUTH.ti ze29e PBZ6L 9H111V 3°..1./ ;174 133HS SIN1 S3ONVHO ON 14/64/90 INSMOSQNf 109...11 ..Ma e'AR CI \\11111111/ 0091-oar OW a •r• `' \\ k '//� O 4 4/6Z/90 IiSMOSO I f z o N ,° \` R ei, i, PLLIF I!371%3/1 74 way X090 :Aeaax0n �ma0 9900010 o O .• \ (G , Ili 3/11210 A00101M.73L um D it. O N I . 9Z pl.,. woos9 V/N V/N ut• Si6 3 '��'.' • 'i�2 u n P1.1 hays 'oN ay p ®s saes N,r, so N 2 : r. s�3ds-rim 91E x b x 4 > o ,19 =Z:03 �LL d::ty ; r• ,. _ j.w SNoninW 39 R1 WfINivuniv 1NV1SIS3il-1`JVdWf�u ed Lo o m '_�• ¢ o Zz a 0 OW\MBS321 SLHorti liv "ON1'sawis aN11`Jd LW6 CD 1HJH1Ad07 m d \�p 0%. 2 y�:"O u. GEEZ Si' u s"mm'z 8 m 2 IL 2 '/�,''!r* p l I IRO\o' ;� `\ 6r" 3 0❑ S O0x0w..L l \ \ �o 5 -rSWR o \\ \ x3 1 g �o6i.w(ia z. 2 102� ilmo2 1-L. I I Z� 9 wU) t� 1 iaEwl'Iz"'o v nW o JM - s4 Amon-tow ' - 3 R m m pp iaa• 82o�omom L `h. i3 (Z„,) oo u 1,, N n •o n Q ¢ Rip Z0w(j KF<- in Z (�Palab'+i! ' ' 522 5/7)iulo:g2¢ of `a5 I0 A11tLFmWW $ r S -. S 6 F( s 7' 3 g : aZ7g EI 0EIW3LL. ''• - \i \\,.�� xF S < Lr LL ceC Q (uo(91d o a V v I( 0ZYzo I a Alp atm uo1NN .^- n ,_ R n $ $ $ .R' n 'a n E • 0 x =V z ptp O(.,0 p II- o = r-<<g'zag¢gtx ITI •s 4 3 o0(w�ly n n (2 g on m $ 'd' 3 .4' a A of m x W O_ ❑N u a (wuwNaa po ^ 'I� y g �a9 �0 �8�� g3g�s� 1 o 1032 iwm<650 F. Apcedq.4,4..11 (' 2 S m A ' 3 Uf uS : s 1.9 Q'A 3 J 3P. 6 4 0-0 y oO .. 13 <.P O W IaaR9q a z . 2 NNip339 Fw?d.3 uomaw g ! 3 ^ 8 ' r. g g R N p R e - w 6 ,J o TEV.. gy.4213 SB u.. 0 `-s¢� S4. 'a IwUw+rb'a aj € m i ❑ O 0 sa a lama* tl ' R _ >o e n -3 4.!e�s a N C36_ 6 =2°. . 3 Own) o o o e ti m a w w ' 0 13 wo z s6¢ P< � F s 4661:114 wow n n n R M. 4 a A F �+= ¢ ffi =o -2 2O 00 �1 g .I g ..gegms yy -V mx OW� 0:'0R I�r-c¢-z � • (Wa oay,8ay 1 F. F. 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W�o?tioY C 8 (ZiVNaI .O O �' O m wl _ yy ; S In W 0 21-'1.O U -1 2 K ytI c o s J Apedaa uo1 mw g g g n g ^n 2 3 4L 3 R g W +� y "47-J111:14) o ❑W f' o o` m ' (saU awlrtaa e w u� Y . N q H N !2 3 3 3 3 3 3 3 °W a 217P-uyI O p''Q lei-G' i= A11 U3 01 0.11 Fi df f 9( 7i H .- 3 n R 6 v '' N 1 ❑=W bl p W W(7=O I o 0- NCi C9 Z <11.40 rwAmQNz u � 3 fnUwO e o n W :7;1--o§5,.§.0'300 `g "S ^2<A$ Luz z i _tw ❑ $qj ge Au deo ugpyry R n R 1 e�4 • tl X g m N'-� ' 3 3 R 9 z uw . 1 2VN7;pZgo m m -c. D }}Ed,Sg AI(!off mY>Nf io 8 1� a. S B 2i m 'a�� n 8 $ o a � �t�� .0z -1 =S K m=r ZU 5 °� 5 (ANFb o 0 0 m 14. ' ,a4.3z e,E 3�Y I= FQ-�o c� . mal aU' amf?6 2 k F /10:0009 wmw P. R ? o R 3 R -'." 0 8 •S o R A 2• P, Fi 0 • T • .3 @ RI(lutooJ gxrp won g � V . a V 3 . w if3 . `e4 8 a9,S m 1.2 n<.S S< '�<N a • • .E e n tia5sd 90,3 EN3. w O- e GL (um) R E E n n f:ct Po ... 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W LL• • - w gaedeowAmw o o $u tt n a zF m l�U 7e+!,aaH rp (� qp o o d d w 1 i- s ANaede7 nv aV 6 eS n 9 iY i 3 $ ;?i p"a 9 _ • D (ahem) 40 9 ? ^ 8 tl.E B 0.°' wW' a - J own) 01 = P I" n n g - w a V R a m" d 'U CG 0. w D o e q O O U®®F tl �g I Alpede�myatfy G 8 °' m Fd C fi x e w a a o 0 o 9 LL LL• • K a� ' _ a. d� fdaLL - 0 3 (alJ� n n r n n g 1� o m 4q m a -1!:!.;434".2 • _ 't a AlPada]uamnN ^ ^ e a 6 m g 5 L'Z fl@ o x • a_ 1 .'±', 2g1-_ : `$ o a $ a a v a n x a 1 is l. W .1 It f2. U.1.'14¢, w - re re a = m �I .-1 V<m < W > > • 0 • ri ] Mint Length -I N' i C N W r y g N i 1;1 rn m m p a® �,, o m 4 s s 3 = S s 3 3 3 5 s s l% S 7 =3 „ x fn w -1 ® - D a .. Pi n MttVm Cepellty O e+ G 0`'a R .. t. p.r '�v e o - - b u QMIA2) ' 11 c m a 0500 0 0 3 @ 0 $ 1 s g g mar Capaelry r� w Reµdrea(Ibs) m • C)9 ' :k21; y _ _ MWOm GIaNty v T y9'•aya' • c 7 .—`H a$ ii S v H v AM+Q CepeaHy A 6 Hellion Capacity y • N C� ©3g H ., .. - - Qtarn21 '2 `t'iU S,�1i R y7 y Mcha CapnolN • m o s a w w o3 qg :: g g E i $ E. Ann oh e.Qhs) C e Milton Capeelty • m • • m og8 gi§ y '� a N 0 0 0 0'.Q ) •• R • Fm(r m a 9 99 q X i m 1 Anchor(13pamty • 3 • s Regdred QN) • m gIRz658(t, g N e v o N . r 01.7112CdpmRy z�g7 11� "� 9 ,ti a F; m o oIQ�a1 • - .— 0 - a & P. s s I Amber pdrreed6bo)ity • A'9a 9'Vq W b :v o. fi m fi o - ° I; Qeamz)c Ity �a° • xo zmCDD $ �n typq 7 9 2 2 <jtDh3DK4C 1 - §. g 8 C E S s IRWlr0Oa). m to e c{ii m r a i b �a' u 0 0 Qg. pm g sil -I g 2 E 4 g g�S 8 Ym R v 11 .!Rewired Obs) �') a ymy- 8 2 2 Y. o ,i �,Msieneapacdy ItVo rn m G].•> m m W `N, O� -I Z¢�b$S�>y °1. m N 4 a � a. c 6 QhaflpJ e_ w rf mAC xx z o F• '. g VA 2 I E 5 `gA'th4 QIDsr fid. a0m c lac z r_.RA IL _ c "IRe *Oitiiimm `C—Ir yom m ¢¢LY v, ---- o - -- -, -- a w m O m m i ONO `�2 Z (�7pi g,.'1 C B' -a a. " g' �" g Winn Cepaciry U.�� GF$ z .2 zm ° CCPR a'19eN 9 °' e. N >, or ! m 13 0 bo'Q U � 04mmem '''''sq m R� N ' _ s� yv aa AMrcCe e R O D,Zirrj'�d m fm�t x O m m o a s >A m m H R >$ os m Regr4ed(I6�s)nf' O D m 3" n Z m O c ° =x e; g= S g (3 0 w g 0 _ N Millen Capacity o - • .2Pn z-iCopp rtiiF Eli mz L' o o Q _ 4 0WmcoMy w0mz z (qDy f.oi=ag i=oC�' 1 u . Is•Anchor Capacity W o� OOmm ?trDr m n'o vga�ag9^5 $ m a - v - m L -•Reyredpn,) x °O'fl 01100/ c-70 T g C -. .i....?,, p - S = .. -4 o i MdOm Capacity • 7 ni yvlcF (mm(+m= 0 Ay ^°zg_p� �� u OWL?) -a <Z O2n Wp0 Z OO gvyE,ygpN a _ mD�==7,z pzz E .lz -g S; YJ p d 4 e d�ptxjm R E,,,,,,-?:.„,g0—V.06,(., `Li F m y g Q�ii cq�' a ••g44 V o Maw cewcny g F_, �2Cm 2 g zgz. SrCWel + ''mar N 6 oneve7 o Zmi 8m0 Z ce a Ba aSTIq w gm m B '.. u . '� Anchor Capacity a m m ° mr i = o = v oh) m r5> moi D2 in a� r Re m D peO 2 O�' m m - g la g 1 N N e,g`8 m Pm G A' IP-4 a ,a B P 4 rt'a m e MUhaNt2)CapaedY ' 3 l.. Z•.• 21 omommi Aezio o �p S �Z Ea S'+ m'c ti El u Si g R 9 Y. g m m i i Rm.IreZr • 1 li y6 Do0(�(77 Xm3p z ii 0= 991?9s9'19mg3 $ 91 g gI� o e m o 0 0 MWmap.u" � ' m13 D ZQ9 g O 9 ..I.. o is o. E m 2' . ) moo * N tEgEE 0 ;P.; � E E ti 0 8 0 fi $ 5 g € E Rauredd•Anchor Capacity sp ) 3, �3z r '-)L1 c p OGPnW Or O_ b O Z x Ijrl 3 A •' N In $ $ v o v m ii '-4 o MtClen caPscity s b Qtsr1121 • xi .Cm. mr.'3 8 0 a W o 2 11 fi g PS g a{� �¢ E Y a An hon rapaelry E S W).0 b Z�UI 3 IiB.g g Ri 1' Bfr s a § L.' N tlS ;! Ra4dmd Qin) "I m o a P m f i eJ " & m S - i �I o 0 o Mwm rapaclry y s m m m r-r- Z y P. ta in 7. .5.s .P ObeR2) 8 fmD (g(11ol°�0a m �V ° E E. E LI IE i g §5, g g E ; R.0.1(�)" =i 1 2.iDFD22DDDi x - �. 030O-'n F0m ix A a A a W m a g m a Mryllm'Capscdy a ' -i.-.S,, T 3 D pOp a m v .. m Ita%r� `o2IAnchor Ca 1{r bi F. ('1 2 F S Z C� O 0 n L" w 7e A 8 fig g g i#;Re4dred Os)P " $X 8 'ax f"_m I Dypbmympg o 00y Pi N g M a . m i ?1 -a g g Mumonc°4'' C s • \\\ .' \\\\\ ',- W O m O i r M q.01 t v m a o b o o (malfl2) 6 r mDDOCOOS c �n 8 ,m,, Anrh"P'Y aE X \ tNNn m p c,w. Axl Lu t eep.e ym.I H) g 7R $ g ReNlnd Qbs) • 3ti O Z W Zffl _i m F� \\\\ i A-(=I2o� a , -izr. pz moD 0 ,, i0 rn $cpz�mpz . 0 3 z nHz5 r-31.O-IY ].7 c C< crxit00 0 0 B2 • -nr moi,: J. .� m g fa,g mac.. y o • � COPYRIGHT©2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED :D Z O.:W = .p a KA Tlee: 3_2 r° . ! 6%.-E...-E.- a \ m m E x IMPACT-RESISTANT ALUMINUM TUBE MULLIONSp,,,cn�-D'A m•r- a p J 117 Oaeclptmn: . aem�r;a & _: - r en o '< 1.25 X 3.188 X:265 MULL SPECS V ..1T . U a?y.=l C) 1,4 cn A lb Series: Style l?'awaq No. sleet '® m %(s . ya ; p N w „v N(A NIA 6300JR 12 x 25 107D TECHNOLCCY DIME / ;�' ; C p Dawn BY• Date: Plaited By: Date: Fav: N.VENICE♦l.34275 .ti "��j ,s.„ _ 19 2 a J ROSOWSKI 08/29/11 C (941)Sao 1600 / R• )� 10 t,�\� o Rev. Data: Revlslorc J ROSOWSKI 06/19117 NO CHANGES THIS SHEET. FL CERT.OFAurxq 22296 11 m Miran Length a D . ox o CO _ n �+ r ss mw Ha a22x G cg-18 m • • • 2 • 2 • p m ssesssssssssgs 'S CO rn 3 co :=... .. el!! n .. m m o : iS.+ e m o u t' o o ' o P dt>sa7'1a>ee®Y QT ':C' w y m o Ano7u ty 2 m 2 3 a g o g m 74 m 'E E G $ EE, v E E V V E (T 11=Cte) r `c,Nn m „ _ m e 2O P _ ; o m e o o VP H V s. ' 0 • L. -o-5 g ,.m, p u Ardor Ca>mb n o o, .a 0 m m m _ o P. o o o o o ...P.. -_ f o 0 a MJeanQioaty p • S c 4 n a n. a 4 m E - N - w m r W E m o r. RmwmPte)ArenrOapoony m g $ mnaaX'- p a o _ -n _T arr N."r.".i:r3 8 S e. 1 Ro 0• 9 E a m Ei 0 0 o P o MP V 0 .. O • _ N e eZ wE'izi§8sm ft,...Ptc) 4 M m @ S'S S S A y o is s d o m m Ardwrcaemv — • S• uao2m ' uo EEEv, ocoa�,Winn s EixE8Er a' p 0. SSS>os .4 e - . r. ,. _ ., n � •• A •i � •s•i•A tyl t, • • >U>Iak m ,a o 5 P N 2 2 2 2 s £ e o '"7"'"' y ,-g a I E &- • Dee a C 1 • o e .q E o E E E8m' E m E E E m R �Pw�)tr a; o y cvGZ1 :• sa>S>89H 1. ; a m ffi to 1; m 6 U 6 ro m E P Capacity_ a b aiocR 6. o m o LN' i m _ m $ m 3 Armhu M 9 s -Ni E. .i. w 9 _ ." RegtRdPte) n e i >R>S o N••8111,i o m > a m m o m Mummy �- 5 S r� O A K24' N tl f+' N y m m 'm m s + �i o o I�T�7 u 3 .20.Pmm0C2 O c E rm a�ao>2i 1 9 m g E m S & E e g m m s S E m R MP A EP lg. stt0czir hl;lm 5lr Om ril g v o G a 2 n z (y/� N N C 6T Z a A u u Mmt..mpsib A S v' N6.6>S -1 O.z ZT pj �+�+ Q s 'em eN a e 2 m f b t b mmo a. e n .z- 0m0,1 NgD 1 O$ N 8'c ES .j W 5 ' i 0 0D-too mxo m; SS>SSoaS m m m � m� D o v cnQ07:13.Tz0 00 ymc O wm ,5 p 3 a £ a 3 -. M 0,4004 a Z a 'n Z-1 0 y N j- F rtxml 2 Z4-4 S S C m m m b w n a e o e DyW$O A ropy 5 4 >$»>g,y' m u ArMi El osy � ,--Ni.Kmmm i''mz z mz 1. o a o m m . E N o m E E Rrotrmroc)N o s- FcoFmm rnm� w NC N g g4C�7•nOON cpm md oo DffDgDo a g g a ; 2 d 1' 2 w m E 0 0 0 7hsaan�e' ,? s �7n 9 *.Zb mIN Op �' n� P 3 N m 'u P tZ 9COZQF N80 Z O7 oN ..» Anthr°*e6tY 03 s m y 21_,, z p z c r. �m z m z_E r. V.! u a : .� a .u, - p�diad(lbs) o� fo o (0-1-1,7,(-)3 *=P F mg,- >S>=>"i f 0' N n E P m o m - E o e M'mce�ty E 6zc3 cmm m o � a .m • ao WO 41 d D m�N C g m z T E° s 5 Ard�cspocty a gymNmFa �o-' = ym '>osg>s: sW --------- P53.1120- N >$ Y $ ffi a rmWmiPee) r0 Tp N ^-1 v > p� t, MWmohy a ❑ oaN y >a T m N i a m m m Pwm') Ea • . SDmr N. °z� O o OFR sa s g. P'AEmo5q Xaa v Mg g62 a g N m e o P 0 0 e - "°"c'RetY s' y �3g0 %mg rz-' Oox m P Y�x>r 'P6 io (o (Dnaff i..1 mm PzN p TL-2, �. 3V>E a Sw t^.a`-' y m E o E o m E E E E z Arcicr m mw <7C C a 5 z 0 0 = m a ` (a4dim P ) p z 3 E c' O Oo o -n a S s v m' t. H �, o Mww�a OyyOMgAgE 0 rn N z v�>.ISE-0 xm.$ w io u io m b b iro e m :° PW �� ig mk�R pp >m5 m m �. 3 E.: E m -2 E W E E m Remy, tY a'$ 1 K.)..-..0s �Az >F. a e m m e 1 M r PNO Z N O 3 g`d o 0 E S n AN 3 0 '{'. E M + Ili o o "cc b7.Il7 y 3 m u m B orm POT n b uu�gg� E3�� 'm m o m a P 1v� 'AP N R z IEEE E E R't E E E E S Q A'ha'a Ury 5 S'. (pg> P P yy DD ((��p _ 0 0 0 0 0 0 0 m f u w (1 font y QQ T m 2L7 oc>�O$7cr1 0 Z u m PESRt'1 6g o�� I c• �'�aFD"�cDmi s u S a m N m _ Anctv�peoty Ss cgti o \.. • ," i aZ.-°z-,,---N x _V U -a, m �yIo,C 8 F U s i.] T K D DD J ,. '.' m m E o ,004 y WI t g ~2'�TI*mpO M 71 C 2` N o r rWn o o (�°) E Bps ,, ° ° ..,�o�. gORPMZOSE o 6`-' o E E r E, o F, E a o = P oQ m q -I=.>Pm NAo-i > > E P Om0y0O O T7E N mc�mgc8BF 1 A �. ZNtnZ.m.�mm>i`� u øoiNrzt m aKin . j,........:......i..........04. -n p mux ° r c .1\ , OOD= zom k i. sm mym02n m?x \.j mCi3-•00 m rc• E $ ' mE gm m o0 i -I! 1� go r1_��:• .••t . e L7•c'5 COPYRIGHT C 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED zia In o a ,. m e= 9l m IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r....._....,4E D • m•r - + m oeewt7on: o'Fn.r:9y v gC e 01.!.•: . _ H 0 1.25 X 3.Sa X.100 MULL SPECS p .( N �:_ N r1(A Senor Satz Drawing No. Sheet :. rr-%Z ••, g) co w 0 m N/A N/A 6300JR 13 of 25 7070 7ECNNOLOOY U E m '�i�N� '�!^�\.�` 'o 0 G C J ROSOWSKI 08/29/11 me ee6r. Dae RerC N.wain FL 34275 ,//'`1S •7F \N`` - + m Rev.B. Date: Revisb. {atl)X60-7600 "iii III7Y�`` J RbSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OFAIRH.y2e296 ii in y >ro Fi i' L1.ufllonLength E 3 x kg m a'i • a' r7 'T, tris ; B lc 'E ? ., e S N P x m 0 P? .. n - N Imu cap ay a a a• o _ o Qbam6 r-g 41t.24 ,� m m m b m m o a o Mahar Capacity �• ir M 6 ,f'''--g S O O 6� m g m o • b° m m fte Wuimd Qat) $ SI ® z O n:- o w u A .{. r V m V. o u e V. 'hir°'Capachy y 5 m • c r`y b a ,.a m m ti L. o 0 b o o 106s)k) a Vq R_ 1 3 m Mch°r Ceyaehy -- • r-t D and n, 8p' 5, m W 5 w E E, 2 .. Y Y, r+.gWrW 0ba) gr C'63 a u o u s. N Noon cermet!), D • T'n g .n in f+ > o n b 'rmc m 0 0 o e o 0 OaaNlr] ^m l ii��,n• 1R A g, 8 4 S m o T, e g•a m 9 8 m R >r v. An d°s)yy 3t >g o�m as S o a -n1 <•N i'E.+:rsyy4.f^v�a' r'Y • F o La m L u m m N o Sm o o b e 0 M an Capacey ,_ �• M • A S$z g A§-4 u Q Gm' Mclmr Capacity 0.d. M . m ° ' a,B m u u . m M 9I$ o v - i e Reyuoed 0be) P• • N = o P u x o T. m a m o a o c a =I mal f cppaNty z {�ia'lR BS "' `� a es f I. • e o ee. e 610:05.1 la z • le$D l�f�aN 9 m t .. .,rg o M,a2r i i" 21 as PN.,' - g - E 8 G Req pba) ,i .Y' m o o ., o the .el S. s • 9I r>u Y• - •+ ` m �, b e.1.. a c 4b+� • ° o a. v gm w u m ti S 9 n McharCap.Cooney S fR 9 Z • S D a N �y m W 4 ,••I imu 0.0. �'i a o 6 r. 'o o Qha Capacity m•T.g '.R‘ NDN zP._§z prR ,-gg m e '1' e m o -. w .e W i°., Regilrsd 0ha) m g 2 a D$$+m G.),;,•• -IN o _ N o. - SII,.>66s D SS =g a v u e. CI n nmi m o a m o e e WienCapacity s e 3 2 8R.O�j,rnm, mc- r rm -k = e m o a. e)l��'1 a o . m1-1F ,F Z Dm >-.issP�o- S 1 - o Mdnr Caped ro A- rn T to g rn g Say s C!E N na w m 2 o v .. Regwad''' 3. >- CC_T Z'Z M Z2 D 0 0 o n m a o C ZZ.-..070..).-1 F s �d N -a m ra „ w Mum°n CapeNly a. 3 v' o ril T N D -I 0 G, or _ ea i b w'�. u :° 1:, I Q em E . m >D400 Mc'm mo tIV'HLdR+^4 8 .. e. 5° E a N S Y Anchor Capacity Siffia id yrEgN:Z0 co C,a O 2z m t m u m" n ml o '. a E w•m'Requln:dA g e� v Z ��91A"A NNiO mMg .. (Mace Capechr ^ 9' O err D G N C{{ `''0 Z�y z N-A 11 -f VE In v 1:+ '•".r Ea. ! • : o e e e i; i; WelRa) a to e 0 P C'3 m m m � 2 mm 13.g C E' g e p T, a a „ „ Mahar capaenr - m , D• C T 0 0= CAV y$ T.-n-i U' m m E m o m m o `r g Y. y ti _ it' Qhs) ' m.� 3m Cp0,C, cmAm2 m Ati a m>,a"C 8 4 w p e 53 o o m - �' r muc Capacity ma -CZ OZC) 0,00 Z 0D B�' bi Id'hN 3 ' .. es .- b o o b o P.M 9'� a' y-°pr�0mom *zq mg A v. _ a. F. 9 ; 0. r. y Et Anchor Capacity g. r p?0 2 1,7.. $ `.F9 y l q >'a m o Requite o "dP. �4Rm 2 A cn m In m >2 x. 1-0,.1 ..E c, m r 0 x...;>.5. "• m MuOpn Capacity -I 5' mmz2p CiiO Gy 6 &Q u m a b u w o 0 0 o a pbat2) 5i m y m0,-11m D fmn G-1 2 m 5o CC _ w m ^� a m m m c fr.:7:aper.Ry dPt E =p?, .4 0 C .6i3:,; D r'g 113..4 8 E n$S N Pim.e N m m .mm.. � E. 'm' m RequHc pea) - 2. a a-� -a,� D2 mm-imAZzN DE9 o Zm $ B i$ 8 - 2t #A !c ® o 8m - o o eu(b'AP)COpa u c Otrvn11 $A-IR g . a a,^ o imT4p6C' 00 $ ••T0 aVa�a�N^)�� S o )2 a, v G G m MdwlC�a,ty � o a {�{�y -6o A m . g a Y a p • a m s o m Raahed ' to "'I;o D O D m�p m R? c 0 0 V m u MulSon Capacity s m= •8Uld 2S z 1n m: v n I; • m o 0 0 g g peau v OaE- -iD MZ - {��X- 1m AC 0m =0g 5 8 >Us,o m& a eMahar Cap.cey Z3cP• °z° o m r 6EL e E v v 5u 1 Sig E S wglac'ep 000Eo2 mPTIm, = 0 0 v mm D gZ. Or r0 Z 0, A g"1-§ - v Ga �' o e .' M°W°n Capachy r mm 300 c� pL N r �z... HP a4m i m e m m o, a a `r a Mit') ' "I `�'' r0n Z n N 53 EI 9 8 °P R 9 o F Y c m u Rapiha/Qbs)ay a X20 tirn yy y om� •ygm Z §E&$gf<disgmm G e e r e o o o o aucCapacity s 9 8 8 1_2. 9 9 o a E o a MchCCapacty' s E- 40 a a o R = e, R.quhad obs) • to T o y t r it + $ � Melon Capacity ,Zs or b I ZD 0 3y 0 O DD 0 C P.1 0 y i., ,n o o 'o i o o La au m e'owe) 8Sa r X \ \ a O 0 m _ S w e $ )i Mofior Capacity' $m c PE,„" \ \ }u SD'�cDiSrD_]z Dn_= X O a, e Y S & D .:^ a Wqulnd pb.) , a TX �\ A��ZOr m �. •V 0 3 a V "\� \ M Z • KI. T n m �'ii o o Numan Capacey ti '.' Emm \� \\\`,• zg*•-:1 A2NmA C 1.O t> m e %Of) 0 �..0 O"2r3-CC O D o S o o m 5 m m W E g 5 Mdror Ca.a D o f 2 C is v ty 24 ro e 4 <-i ti?E ili Z A -4 Requlrad(Ibs) 2- 0 -Ix N O� D > <mmrm O� o o - mo�6mm� �1i a .Nd 'r.' z0,2ZA DC a g A=co .\,.�....:.....�..\\\ + 30EmpjgO mz mVi `i -1 COw \\\\ 1Z Z O �nx \�� o0 mm°AzAz So 2 CA2 .tea -.....;...\\\\� mcAmK=_0 m c m ^°i QFm�z P9 a m0 02 'a `\\\\Glia r1*ryry//' ea 9 0.S"p D �• 4 e, 3 m so 0 V\ gtago Z.4,•'.. `•— .,•..0 m \ a R n COPYRIGHT®2017 PGT INDUSTRIES.INC. ALL RIGHTS RESERVED Z.O:,7J r4.<4 .L ....'L: a { ra. .mm -D A a c°T m it _ a �Im ..1 XI IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r 1ar- 6 m 0eserlpturc m rit=r v o o h: ° N J 2.< 1.25 X 3.25 X.624 MULL SPECS 0 9:(AZ"•'., ` 0, �!• 2• _ 0, M Sade*: &ft OraVdnaN°. Sheet �� °i C ;. 0 N c n p N/A N/A 6300JR 14 or 25 1070 7ECM)OIDCr DRNE IM %'i)jVF., . ��'0%`. 4 N .5. c RDrawn OSOWSKI 08/29/11 magas sy Dae: Rev: rt ,r 460-169075 ��•• \\\ "'‘ d Rev.R. DMB: R°NsCrc fyaylr)II111"\ J R6SOWSKI 06/19/17 NO CHANGES THIS SHEET. FLcERT.OF AUrH.02020e • .t m �Iaiii. y 1 Mullion Length N k / a Q1 c �' " '� aa m 'so- � xa � :n W asc � N -� m ' DtI M .RW.I m o a43' nP N w` Melon Capacity e iS 3®P N. • E. V. u nr e a d or M horCopeegy m T 3 o N = m f3 8 r ti S Requh.d(b) e G o xi !1 b M + r C r o oe u o 0 0 ,I o g-MumGni CRIacny r 5 IL' • ® .n II U to c ' o o o b b o o M.51J e�_ U Su eaa) • • 3 it a e e a, a a a 9 2 .2 g .,, G E Y Id RMaq d o,„) e P�6�• R , e e O a m m u e o Wigan Capaciy c03 V V 2(7 3 m • 2 iw in Pn a Q 4 o e n e. ? Po a coin) Yi 6 • '$ 6 �' te R y _ e MchorC.pedy 2'. - Q 1 3,1 Q - : i:, % m g y6 w E ., m c a R...d pea) .v, P c 5 �t m .°}.r5.A r x F+_,.�-..v i�R N 6 al v M u e a o e 6e a e b o Medi Caps o 8 C , C A.g g§ + e e m a. e e o a Mahar Capacity E P., §)�' 9 a m N 3 i I o i e o 11 ; " 2 Regmrad M6) e • • M )3 M. g a, 4 e 4 e o e M n Capedty LVV �SISB BS•4'4 a N m.- " u "' le a ere e o a R5 Ixttawffritat 8 w • q o s - - s . g 'Mahar apaay l'e J 2 o, y a g 2 S m g n R P.aq°md(mp) q .r • yy�7 pp p 'Mupiad Capedty 1 • S Y 15 Y 77 + ja A W W W:LI E W o E e o E u 2. o o�pore) c tt. O & 4 Anctorapacey TR g • E ., e a"& E. g g a N o E Y. E+ o ., Reo,lted Ob.) m 'n .Z m 2 2 E S rd 2 E n N r1. u ~ m -. Muiian C.paiity e 2 m z aga aQ Q a iw . 5 i a o 0 o e o $ o pe/) 5^_ g acoc7 a -4- 73m 3 0 Ander Capacity m'� u°� z�z�s N? �-n e s o ; a s E 2 E 3 ti E 8 9 I Reviled pbe) S o k a a a g s 4 m $ W o o o Max,ceDear .-'a s qq�� ° N,a 4 0 0 0 C. o e (maw 13 y g y b y a C+ 11 1 £ 2 ER Ia B g, O g a E 8 Lg + m MgForC�ecXy ' B.ri ;e oW4L7� 21'-4-1 Nw n" 2 0 3 g „a ' o c ¢ M — e ':Ra ulmd a c7 00 O1vO2 Onig E Zm ° W 4 - - - MuXen C.paay x 3 v e°o -I-4 z z om 1.1 it LI r . i; a N r. 2 2 2 i. bib = pb.0, n g NNocs?t-I oK3o xi gx O ggam H6T4H 9 g : E. E. w - MrhorcapecRy ,a� Z 7C V C F.� m,zz 22 �m -I `� 'e a �F u ,� +a, RequGad Ohel g ^ g 3- o • • -I m m f,�n O m 2. Z n1 N -. _ e Y, u '. a e c:IduWonCepeclry -a ne,a, o x° mi0.6 xo ; mm �za: Vs a o L.. 'a in o 0 0 a Pem') 5i 3Z 83aa=on os mo ss ,9,+ 3 = 1` ' s D9 m3�nz NmF xat $ m N a >B a m e C Rcuour�Cay.cih sZ" n y f��g O 5 N C ` v ra" ,"i, : 1„'• e, a, 1O F. '� q ime) e °T Ni m m-1 ' w o z N A g o z g o e s ^ g e 4 m r v 2 v o o Mullion C.pac3y r-3, Ii' F'd rm-mm 'enn m roc Q H ghN D e e e ,. >o. Cre i. a o 'a o e 0011 09 i 813917198-1 FcOrrN Grv9 m b� �. � $g pp 91TL° C.�N * r_ • y U : ie 5 AndrorCO ) ros. gaeo �ic)�r �_N rli o°z >+ d e a 3 F E + e,RumbaObe) w o am NCr OMT AN z.°3' &z Sp w {z Ozn Nv0 Z 'n0 a'.o9�5,-2:4 � m Fa X 'Malian Capacity ti 5- ma _ R9. .m * c 2Z su.Q a N L. m •i; Ali. c a bie a a10 a 0b.01) a� y C. W° �_A, P N e', a > s - (^ m i' H m 3 Manarcapaay • m�iaN�cc Nmyn = R: 4$4xCr? � 7 S ." e o Recureepba) m• v. Pw8 oTZ Z, asaaaif49F a a -i 0 -1 m 0 N-I . k. a , IS m N a 1duC n Capacity °'r''mmm1-n yo- ym + a5m a n, it 1, . Co o m o a o V Mem') S c 9)2-41Q:., mya a)D N L "'n1 O° N r D m K + u + + Z. '0 p Anther Cain city 35 a 9)2E-T-- 9 ��r1t{t 1�'=D o D F N 3 m z t y l j g R N 0 > e of o U �, Y m o O) u o r Rooked Os) J V. � N� a N - tEi� S N g 0 y f fl, r -. 3 5 o Mullan Cap.ciy a = Z-i N V V !R .'9 ... L. . Po 0 0 0 �I;IW 0) o m O i o A v N Y ffi>f m e e N Anchori )Cepa ply is P3(N-1ao°9' §g 2 8x F. aIgg §4 2 E E A 9 g Ei V V.g E E = RagaFae0.) m0. = v m n��'-Nj� m n L) y-1 {- �a p f a a 2 ffi S i 5 4 1 e�Mumon cepaoiy -,A., �0 7:3 re x p-1 .'i. F3 7 Fi yp o, ,i e z V u a, o 0 0 peemv) 000'S6 mz3 0 0 18�a�aa�4SI 0- 3 5 � fi w m o m I N`W B arrha i'i'y '71 Oto 2" ° rP 2 o m W e Rsquir.d phs) e m•fin (n Z 7S N • „ m 1 e, a FAuDan CepaeXy ..' � m pe,=off z g �o 2t 2i� jg >� a a G e 0 a m . a e o ' ' o Pam') e sil -, T T o ono O 3 Q R �y 6T 4 $ R y m m + e AncharcapecXY 5 5 t7 1:2M3 w _i O1 2 2 e Ei >0 R;',`:" ` r m N z y q m = N e N e o Mu bn C.pacXy �" .an�OOanc v F N . e M8 o� °vv- 11 ; = N N N 9 3 AnedarCapaoy g1. • 0On592?.:-n= X 2 E _ 5. « e 2 ta c B Y. R-' 9 ® R.gimedpb.) H o ' z *v 0 N n )3 V, H ,. I1 8 g e V. 'V 0 at N,di.ncepacilr s rD-p. =1 �i=1 from g .6 L. i. W N w 6 o o a o b 1211') gvV y m2x.-aZggC 42 12 + Y a 5: 'm N9 �.'. 0 $, o Rquimd(m.)Y 21 ti y • u om=_mm5 v g i 3X \\\ \\ N-' &*Clore-mioAc 0 6 0 E(ix � o oz •v mmok- -,z ` oOc3'= •4zm g T m�o ,.iy FgxMMG) z r C og 2 0 ,,. V 3 l z a 3 O rte; 1—E •�p. S Z ..%+ In 0 ° C COPYRIGHT®2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED 9ZZ:O a O ..G- o ��o r� _•.< _ • _ ` o 0 nm. IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r-- 4 €€ r r,:,2- n .. m Desc p7o c gym' a 2. ° N '1 gC 1.25X3.94X.624MULLSPECS a.7%.-7;'' 'ya iS 0 gin Was: Sore: Drewfie Na. sheet: Ice uiC 'n, .�'�� a or w .m N/A N/A 6300JR 15 or 25 1m2 7ecNN0iocr DRIVE in `n•• •..• �. \, w N O O preen Dy: Date: Checked BY: Date: Ron N.vatic&F)..4275 ��yy;111111017 y```` ° .Ni .a J 411.ROSOWSKI D�08/29/11 ReNzion: C (941)480-7502, J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CENT.CF ALM-L9 29296 • r .3 p mr -- -• T.al-r. fsiCI •7CD m m p a g a L i 2 8 2 M 2 a S a I S A o ~N • -n m T i-®�7 4 3 "3' t u p e, r o o a o o I;' a a o 0 0 )�pacm "sp 73, �C Y • OD BitQy33� i o o ) 1 • • • 7) T T y P i;Ss I Anchor Capacity m • • o mga 's3ng�' a T g m § il g•'s N E 71 g E g 9 g g nowhd(Iha) •.a c o �. o :- c c PP,..,-5 + r l'.. Mhllion Capacity M lr aajii". 'w m E U e a a .1 a g o o e a g n...,:1 m • -' .- C 3 5 w w a I pp;; a n `h �: S�ca $ AmitorCepanity o' m o 0 0 s a R R E. 'm �.1 m $ r tir N L Rtgtlirodnae) • • 1 o b m e Wilco o oo boaaao capaclN M • A• •T m ' e501.0 � + a m Qoeta ZO ,-5 -- a C • m p 3an7' 9.•3"m9n 4 li m S w g I & S =Mr 4 ' • .. • m - m m w tin W PPP a,N 1 a g e g Reps ed(De) S • • o • w Z.+or.-Px;X o.♦.4 4 w.y H' n m ao � o � QOMJm CeDedy . s E gt �a�agomo � ooea�l� - i ' • • 71 3 7.a a Q 9$S 6 g ' .. m m r p� P. ,. Anchar.fapaclN "0Di ®� m m g 8 SS a 24, 2mnZ • • •� c -ICG) • • C o r m+^' .� - :MJllan Capacity m 9I�c�y�68 ' Dmmm ..._ ... m i R�AD�I�(�idg RN 9 � 7) p to N,C • .. _ -.1. D ��S-ehIa S m ARacryhormdcrc ' �Ov • • • 2 � �' a ,si- B . /4.011m Capacity O o o 0 o b nmlll2) - v (3 =DPo� =w ? m' v � sGZ@i&��7eN 6 g 1$ : : : : :FA • ' t.O� 2 ' ' 1 - ooo o m -'na•IltA � op-4N°z z+z 5 ��' KY R°J p n "I� + iAnchor Capacry Pibo oo M�i)!an Ca�� oE SSaIS a>9• n, .g m OO o zy o w - s o o sOz ET,y °O 9678 �� kN 3 � F O pO °N m O z q� e P Anchor Capacity .. -1 omm.br -O mz tyro E g = U g _ E Z3 g E ' ,A.- m.04 Ei s i • (� p zzz zz'y+y + S -4yAZ 7)Z 3 z y$r ab i 57.4,,. • ' x 2, $ - MN.Cepadlr 5 3. IN fin g�. y y p c yt o g 6 - m m H o 0 o e e e e o o - naafi ) i = a DNDNIC03 J L2 GG77 0 rag-Z+ m®n+ 1 I9 fe R 8 y g Anchor�m'/G7 2 $a>>w : B H H a 4 8 I c m $ !F sE g : 1 u SR RewFad Ohs)1 m n 1 m § v V 8 v Mullion Capacity g ° T r 0 to O N D a 4 G i• ar • •m o a a o 0 0 0 - (ImlR2) r D 8 ME.-,0. 2>>n tm- , z 50 wz-ta Nroy t* 7� y�++ Y .AnahorCapacity ?1=, ,37' 0 A to *r a n. l7. 5 5 5 g S S S i . z.IN Tn m m 9. i v $ d m g g ' F E ti Rewradp* i S ff. g O F41 E O O O u Li a m u 2 ; ' o e. e e 0 0 MJOon Capacity 5'•5 ar,c, z •n m .,gZZIg §/1.e...7Z �i .m m pbalt�) ,_t. $ -• �y mT - m y 'BDDg 8Dg gig g s a o Capacity cd, ,,, 7t Qr Qr L+ r q Anchor Ce ec s -,--T2 pfmi v G7 q m .o. I i 'n 'm 'J S G ., 0 g G W g E mg..pt.) 0 s c. F,1 z 4 N 2 • in C 8+ (3>'-� u uu m .I •• z.,• Mullion Cap�ty zi.1 '� N=it o= NK.' c a m $`= a !Ryy NN 06 " 'm - r i. ti bi 5 a o 0 0 o m _ neall� s . O y Rg 8 nm a: e P 1 P F 7-91 VIil, Z 2 4' ` a $ n Li U & m + - Anctlrt Capacity Q 8 S m o .rh' w R•ga.d(Ih) a -A °r° coo o v. u Zoay1 m9' 10 ; §P, ''�sQaU" .7g�� m i m a b m w 4 a o 6 o In o in •go , 112) ecity �� oyi 3 3 O0 y�ih 1 m m -a. � m .I�. char t'Slwetty a S' � �_� _ Z ESLD'"E6RA-1" t 5 g i 5 d § l i zii s E g o Reg1r•dnb) W en 'o y n T C 2 O H f$ R 6 g 8� R c"7 a o .1 D N P 'o m t 0 0 0 o e Qb•Zic"aN bO a. T•Cp• ON OO = I 9or � � i 3b m m m o m o N S N z m � q N qtr• m '�� f3 J `�ir RBcCar CaPaoih' 1+ 't m 0 cin" z > >3 d t3 m �& Y 4erod(Im) o y A o� R . 9. 1 Q 8 R 8 9� N o N i P, E m o 0 0 0 0 0 0 o V M, 1r,„capamv g >C123 (mii y - _ o Gbslit2j . •om xta q 29.nEa00 m mCcam § n sob ") N o='000ao= x o y �1 }3 3 & o o�u,Jron apaalN �S` Gx,oix 1p. }.' AOZ �r ,y ---.. a w m N e 'o0 0 0 0,nhela2) 55,. • A= zc c r •. p fit Gc m o c z 5p �.' + "' t C'• Cl 'ro Ananor cepashy 'g °D O m A >„>>x p=to A r n y fi i W 1 $S °-1 8 Rew4adnbe) O Z_ OZcS3 C 2 z = F3 ap- 4."A O - ., m y3 m g o o - 4 MJrnCapacity = s y(OSD<1N mmO� (•� nq to .1 6 m a o e eY 8b o nheift2l i iv tar O W O m O rn n O V 9 m Pj R �v' Y: 'm ' S S a. Anchor Capacity d�S o m m„.p grh fi3O mO i i -C g. LS _c W =.RegJrad(ma) Q x 0030Astbz�� m N 3 bl. ME\S =�=m °z0g ° '2 1... o -I z .1 \\``-8,2, 1 Tl"If 34 V Zgig 9 �A 7� .. ......1.4,;,,,� a 3. DaoO m `..� - \ Ty0 • 0, C COPYRIGHT 02017 POT INDUSTRIES.INC. ALL RIGHTS RESERVED Z,0~ o n'-4:- Li) o nm'.'I ma r-:z m `.. z.{= e m IMPACT-RESISTANT ALUMINUM TUBE MULLIONS Ti..;.a,tof=r�OqO o on:2 C o y �:II lkxdp10rcaR.0.• _ m '',;_` N c C 2X4X.25MULLSPECS a 2 N sty soma: scab: Drawing No. sheet. , o v%G>A.•% ..<\` ` gl N o �I1 N/A N/A 6300JR 16or 25 1070=mum wave DTI �i'`, •••• '�.�� p Drew 9. uete: Chocted ny: Date: Nov, N.WAVE.IL Ja279 ��yvy�R •.••* �Y%` i a J ROSOWSKI 08/29/11 C (941)490-1900 I)'I f 111 ttYY 61 Rev. ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OFAIITH829296 • 90Z6z ifHMV 4°.1a3U13 .1331-IS SIM_S3ONVHO ON 16/66/90 INS/AOSTA r „I,,,, uwepea :amp 9•n•a • .- �\,1 rJ 0119L-OB/(Li6J o r N \\\ 0 66/6Z/80 I�ISMOSoa r a 9LLM 71 3OINN 11 :NM ..1M :N•PBPato m7ea :Ra uma.O T. 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O. $ ,� (wD P•nm•a gg�� gg $ ' $§ $ ^ °•oZZ o 3 3}3} aQ Q Lei OS U x Z '�y 21 itmim A4ouy N i3 `&' r{ n' d gi R a av m H a(7 2 U 1' O N V1 m -,�--.. 19 (zD 59D o n n n n n c nTis,,; o x ••yU¢ZQOU 2N <i' 14 ¢NQ A_ ¢ ynede3.0" n n n. n $ Li a �, V a9 ul pQ¢,3W p6¢�¢pgt Z� �Q 04m�W1 ' t (e'9D P•llnt)9a a i= n 8 E t' g 1 �' 9- D'-'<°° °O<°° ° z W_ 2 L �m Z of--FW- L)nede3 Ayouy N 6 F7 n Fl n W- o 9� � � 3 � O F. ��7 =�vLn�y ��¢¢ LA Ll III^YL 1D USS aF W 6 Z t-7t m .I=9 aeda w1mD g g K r- R R fi r. 3 A - 3 nffi�g88 e" _88 0 Dix FO$0L7ige g S 8 Rin-g, - (WD P W�>t1 m G pp m g r n $ •-•' ^� Y R Q. '�A$yy�(4 9� = � U O W" Q I4paW3...put/'.�.. r N F ea a t7i to iV N Si x a ''5§:%. N 1^i§ uJ 'Q m Y 2 Q m °p Q ._•152 WmNr+ & LIp�o.m1 e Q e e e e F e e o St R x' n R $, ]a$• 8E/68,'�azaea 0.2 a 9-2W NbN~PO alg A7lPadPO mPW '`^ 6 R id• r H u" m N 0"G 2 N N S m i-°- T O Z R V¢g°a x (w1wD o e - e o o alu : to8e8�8sc�4.R1„819 W3 )-- ~�� QO3 _ Llpeda3 uol1nV1 .on- - - - on �. n N l'7i -g f1 l 21 o'f,1" -<g i ~a Z Q 2 a (:),N2,0-0z N 2 K Z '''''''''''' 1 ' s9DPa n ;mzN Wok �om �w nas z d9 ao ya Np �/oWd! q A � R w � 8 �- � oLL u. Zae E (zu/atD c - - C ^ e n _ n $ HH g3 rb$X338 !; : 3LLw Zo �_�c 2 LHo•de3 uomryy e' y Z W O W V U Z <# (oPWLOea LI o n 1 a § H Q Oce: (=ZOY. 'c (Ku PVINAa o n 'm5 1 P, n r ^ I. At . 22 ag8 da a8a ZF 5 jWw QZz( --m- z - Ammoo A4ay- ..� p F�- ry m g 0 3 Q 1 3 3 3 F 3 ¢W Q p ed ow* o O 0 o v . `a if. " ON CC OQuu-- WJFZ-inNZ m / •3..IMw �' ^ ti 8 $8�8g88 8 to �w adWN laW5d1.W T •- - (a90Ps+t a .6 •• R ...e x 5. Y. _ __ _A _ 3 S ns» §g_,§§.—.-RE oo =� K ozi'N,_ „'—�a Lyaad90 Ayauy - P ^ I , .. " Z N Z _,=.0) 0 K O . (Zu�au a e e N e 'u` G-G z 5'., t O r 3 o L,,,,t, uo�W R. O P. e. r. g C R n 8 8 a a, a a a"a !P..°a 77.-..!1'1' N W N Z J C�-,¢ f kNWOP•A'dni .A i b A R N E V 3 $$z33333 �z N oivw v8 �mzF • O 0 n_ owe3A4ouy,F - - .. c a o o - _ _Q8a8$§8 o e e - a _ o vE Luoedeo mlm�L , �_ z z - , - d - 3 N t o n r m t.2 P 3 R o. g . - ® (s9D asmh9a n ° `i. til, r..Z1 EE2 - R • d 8 83 g ----- e 3 E 3 n 3 � _ c o _ �333�3 �. aU�!'inf3o_ g tza,wll ; ; ; ; ; R R ; ; .R & a = § tr n $ Llpede3 uollnYl - _ o o• _ -___-- • • • • 9. (stgegtOea 9 E P. lP P F. y°'+ mda 68 8$a88aaa8a~ LL• • Aloede3 Lo4oW. - F. ` ' 8" b- A tv i"d 3$k 3 3 m 3 be _ g-a'3 m W u�5 • • • g Ljped•3(Zuonw R 'F F. P R n• • - •n - - •a N < 8 �"88 88 aa8 e J 0• _ •• • a e (6au CaFaea's s. g-g g d Ls A.>.E R p?P,E 3 g F,E cL){oed•3/a4:uy 8 3 - - S o °m^' c 0 -' • • • n - (wlwd'kietdowntori,g d o _ d o 3 P = 5r. h o . S88g88aae"gi D ' Nloodeo:mow- • • ti m$8 A 3 Z • • �E "s88=8-raa 0 0 - pp•de3WwWD I^ ' ' n om. _ : - R - .. o s A MEI Fire §a V w • • .(4p�eaomw 3 G .. - - = - �: . 88a,888aasscc °• Hpe�a L0 n R ; R_illillit - n '0 • • L)Iaode3 ua19nW P n _ E e,_ 23 U S u. _ I 4 WWE0near •• LL • • g (wuwla'beel 3 8 i R i 6 s'8.t aZ' ;d d N - h g Lya3de0 ia9a.ry `q a m g '.22. a 8 B AAA c s r 3 • %g. (Zulsad o e 2 e ti o E : 'CO � t9 L s.a.c; ...•CI - • rr L1ldede3immnly n n n n n m d d d a d J d®®L uJ . ao' 1' (ND Pa9nboa 8 G a F n a a 76 E i , d io d e ° z d d 1 y j 1a Hped•340P-Ai G o a d h 3 u_ L.' n o 0 0 0 0 0 1 Sg.Y=' .fig v LI.' $a'9 Npad (2,74 ' ; ; � ; n ;• R i'. n n n' n ; is V F t$'E g '_o" _ tu i M '•S E. 5 5 = t S L J: S. .G r L e e c •g 40E §.1 m §g 0 `_- vi • • 04 c `t $ 9 fr $ s S!7. R x $ . a r N'd' 416u01 tinim I F 0 -- Z li• •a.- i-- 1 i- F I _ -i 0 .. D Mull Length --1 L,N i a3 Q N 1 r c s8 8 T os e�� " Ss G s a 3 • arn m . = N MoU'm Caparlty a i U w In u �r m m V S, N Pmf� s H o • g P• 3 51 ‘i U Y. m a t d a.a 8 5) n, a t� Se pa q m MNAon Capacity - m j :, ' ' ' °°"tel_ 'A P lV Anohw fr`P�tY 17 s 8 S 'A t. o m : -q g m Required pbs) 3 m N �� m ;-n R .5 g 4 . V, N N m g t ! Anchor DaP0dtY m N y u u Required(16c) s Momma Cnpady s-. s . g-6y m � �' u W m 0 ) g' . z Andwr CepaelH $ 41xi c N U • Fh- 9 q • e a.t ;" .'0u 0 V 13 8 X t 9 m A 8 n TItA1h2)Muret c"`4 5' S 90 U. g Ho 3 A,,,=1). ^°h°'cny H �' .21.ka s as _ xPgN o m.cn y 'it • 0 w= NI. tl is R in pain) cy iI . ma�O m mete =m �n ivg RI; m g ti oN m 1g 1"1"rC"aY :2.. S N y e N y-i o A m z z )i 9 g. i S 6f Hf Required(tel s 8 a -i rr'O m ZED io 0,02 n'11 "' �7 " u �` n '.li E u n `i mu n capacity , s B ; . x y� m o m N f! g i o �. m PM) v� e r -0°2 0 N .p.t7 0 -n T '+ m v t��++ u a Anetpr[b�neRY apy m oro n '''.p.c o mph o s I9 .� '9 G S Req gen eta) 7.g D C O m F. r 21 A R(78m^m 25 o, z 2 zy oe'? 1 m ?) Fl W F.' 3 "diomnWpacUY m 3 c =�a T e m m cii 2 i6 E 5 Ci Ray.ered 0:)g d k � ' Q r5 m m o �y+ b m m o z>21=.-• -con. m 22:' >a MdUm Gpocfty a.•p^• mpg .n mho z urn n g m � m W ric" pp,,,,a 8 dpfOnz �Oz cZ ` A,ArztprCapadly m *N o,D at0 P •1ten ®'iC 9 e w e E. m Req...OW m2 m �j zz >e 0-11119'73 . =2 z Z Z T,y A w R amw• = p.� MulUon Capadty 0i "�30 OHO �_ ,$a m io m).. absH17U i1 g3 _-i 33 yet cOa O-1 2 m E vgx.o u Archor Er'' o m>_2N_ O to (n B= Gum S 76 'm '.rt Rid(U�) 6 C'2 $ Vp cg s 19 Q @ 13 E n w m a t.1W➢on Capacity S g mFTnmZ Pz o1yfm (me!a2) a „F =›.[Y,, ›p O m 0 t7 B 9 9'. ti t3 8 it Anchoream y 6 1 m m m p° 9m1 Co - Ravulma pn.) m Z+0,05 4oln£ 2 m ?F-T u htuuod Capacity r d� Noago a ee "� �vvd� a m '. gmm2) g a • ca x fes' �.! [.� }� fir; V)•ori°W y O C O {o D -2 K 7U m r'Y a BS Anchui Calm- al- t 5 AD�D0 ti§ WY RCCdradMal a .6 �f-i m u f F wet m z g+c u' d I3S )3 & 0 0, Y (11)01.2) fCapacity E e s ieNam�* oo rn 0 � 4Rfl � is m is m Q cc)a o,a enz zed F A mmhvc�ady a c c o zed D* >R� 4" a $ Req ued(Ca) g•.� to N m 2 s.4 7 c'1 n , '1g x m Muffin)Capacity mm� $ _= m O m Zi u oDs122I r OT y1R�-^ N fA O r r. c E m R u ti. Si m' R $ ori .c6' WCUY - .� pF -+N D I%9•aff u a om• ca 0 n. ' NN `Eit F2an iv, Capacity a3 p•.-t S '� N . - Anc Reqdh Capao 9Y 8 zD- 4oaCa)Yc p gcvo v A Aoca)gg _,-9..i X m a ti N "14,7:2,'" 3 z z5. .4Pv4N ---• n �+ SNn 4 - N DDz-lOz Npz c n u k 8 m ag E 81 q�fta re,,ToZ`Y .2E 53 mN r-� 1� zp3�lZZccE 5'64'fn Fn� n A ti P3 �f+ Co 2) � m �n i 3 T% \ ` @ b ono�ppmbDOOnoggp° •:°gCC 8 3 E!E E a 44:li )Y .3 3•H k $ F-1 m> 1�C O m a r J I m ffnn • Itnn `. 2 z '-'i C p••-+=-" ZO� D -,z N oc. ZZ--Izm Z T SAD 11g. O • , oo mczoo 0g gm t • I-Z Q;2? ,•z f;Oy- o a r,.:€G'Y COPYRIGHT CI 2C17 POT INDUSTRIES.INC. ALL RIGHTS RESERVED 4- o g z:< e \ IMPACT-RESISTANT ALUMINUM TUBE MULLIONS �� V 4..:-...._:--:. C V m Desaiplbrt �£E. .?9— tet • S< 1.26 X 2.11 X.125 MULL SPECS 0 P:4,% ..� N :U) Seder SCWe: Omx1ng No. Stoat o th D �G) •'•., •41\: 2 m Co ret N/A N/A 6300JR 18 of 25 107oTEgINOIACYDRN¢ rn ',, k.8-ii, ,• 'd \\` o N , eO Drawn Cot08/29111 OI"d`adex Daw RawC M FL 31255 y/1011111W\ i W Rev. Data: Reviabrc MI)400-1500 J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OFAUT11.H 2028U - i MuY Length y om w m '�`roli m i 3 ; g 8 E 3 V r'I. S a $ E •Sg $Irt cWw T T ; G di S S 5 3 5' a 9' S S S S S S S 3 S r D O • Gi n r o 0 o g p Mullion Capacity Fn • � • `3 ®� 9 V � � ' mtm000 ovocmmz) g m in m �y d r • R N • 3 3 3 ti g p@ + y Anc:,dc 7,r -p PPP: 3 9 .r o 7R �b' SY S G .. $ 2l Req�Lad Qha) • x • • D O O y -� m �. _ _ . N — `p m m r - bNi +� m o o g g g g g (me/fIZ)�EaIY C _ R A i�J ill •1 . r^^ a' 3 L: w.3 I o w �+ 7J I S '3 Anchaf C•lually ,a � m m Requlrod oba) 8 1 _ • I 3 • • 12 g 0 3 2 tl o w 2. B m 4 Malian Capacity c •I • s ki s R F. a o 0 0 o BMIR2) E. N _a y o w � o 0•0 0 � �,' L321- 7 s 4eY. gEggE mffil $ St. Rf.glndl'ad;b.)K, s iNil Lu o o m 1. is = S. o • o 0 0 0 0 0 Qbam2)•P° S IA 2 g a v If ,000©®®1313®0®§ @ / t dbeTn • pcp m N e e + Zi Mu11m CaPeary �_ft F, 1�� & 1a N g g _Ipaem2) N O r N m 3 F0Am gm, z _ m a m d 3 i i fi C C 'MuylunwacM e 1 11C,.(0*gi~ N-iCO rnx z I.FTWt o ke ea o o g lb• y 1 S- al rT, aHP1 pmz -i y� w PI°:� Nm 8o3 o k o . $O m r 5 H c ci o C m 513 S C m 11 ' AndarCap°ary $ to n O m?A ( z 9 T51 g Ig u '13E51 o § g " U m § I Rewired CPO a Z' �`Lnm Oxr m Tc _ _ 8 _ Moylan Capacity 2DDx`N .nv m t-y S;yy "2 m u br " a o o peg) p IY '= g OF.g N2 -N ..1 4. 6- G)(12. -O F 2. L * E ›ffW _ ICED& Required__. cmc, _.._ ---- O z z C 1 • = o P .. __t_P... n'tfil Capadly 1'g -O b o on,,c�777�n5'-n >Fa �_�_>3i; - .17. o - o Pm igS+a) a f�86S°2-i S TI z O _ ' ,•'. AaU1M CaPaClty 4 o O m' 2-1 o p O O 3, 3 `�1 _ _ m Roger.'Oa) . • °c >q �40 may _ Xm nvY1L ` x - - m Hunan ea S m�oc�n �3N g of �' �. d 3 g - • P.M Capacity $c .. Kg— ,iE en o . N v n . a p a Anonorcapaany _ n' m m�`'N o v g Oz m '� Pe ti�g s a � e --- 5-- a - � "' RegmredlTbe) e 1011 Ii m w �uns�Ronz)cacZ xyz a EAnchorCapaclqa O -iRRequlied Qbe) •rn _ �m 11112:11111111 MIMI CapaaryA �'gm0 N3 .'SOIY.SZ51..-IC IornF w' N z gg�� g o fw capoailyN W2m,7�1O 00 OT Regeira(mi) §. NoD conn> 3-UZi Q� a ar _ ___...__._._ .. _ ...__ _ _ _ 'Mullion Capacity v d3 Zco ion D a� ^ik m • b � m E u 4 g m i G i i o O1n� �% c Ac.C n m fc y 4 E P H a SYRCION mi m pe c �3 77. 75 'VB S `b' 4 E L t5 m Rpane bf) rrn m-`=r-' N m Q H n in {D� .'�' I� 31 $ rs� a+ e e MuPm,CaPacMY -; _ �oNpm �N g �^' LE74 N N obam2) S co . U N r1 n IG S 3. 'a, 3 $ o a Anonar Cep•olly °z rn • " P E.1 4 o N o w Requtrrd t be) o-I r S s • 1 g m g A g >i U a 5 a o MWan Cep•am 1 1 Fr m W o (baNl2j i N1„9F, .o Anchor Cap•ar, 3 s t.§ 11 F, - g )s d t u i! G,Regaaee pba) "k t " o F. N P. g N w P 4 V v o rib Csa•aty 2 _- 3w q 30�n m O Z 'R t E m 3 m 3 E fC E R .°Ir 'i yyon m co OU €T'o 5 S y .� .`Nr N y') o MuL9on^ Eppi 6DliiEi-o{ZacD)•. x 5 m E F _ 4 - - pbam2) ° ys , 2 \ .Zi° ? L7.O ,N i, (� p . i1t <22j3�C.0 15 Z o 3 a. 5 .��+ $ hi S o -a 0 o MMaR12) ty 6 S �\��"`��.. 60m6>ongo t g g 8 g 3 m o w s l e 4 RRequhUetl°�) eP \`\\\��Pa Nv� mZveilIZFi%m0aEi m p0524--Izm 1z m 301-nix-i-.222Nm=6g[� o n 1n- 1_,2pogpiTico Ai c >70 Z S tt,tI111i1FF ‘`` Zd ,Ily/ F s> .9 ....:P), ? / p,.... z H v •D 'c . 4jii 3 ago0 ` Cg nrm•` •p b • Pm3C r-<7 O:�ie z •.y- . a¢n COPYRIGHT C 2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED �z Z:0 > P • <_ • C r'5� lab: r°4,. r�o "� m in z:< = a i ' $f3 IMPACT-RESISTANT ALUMINUM TUBE MULLIONS r=- . _., o y:2= n o •• m ceau a o t m =m N '=_ C a, . Sc 30 DEGREE BAY MULL'SPECS tr,.._, `!J• 0 %Zcb 4,% .•.' �?` a aI �m Se ba N/A �°�N/A oawn9Ro. 6300JR 9 25 '0 il ''//// R:F . ..- \` V, p • a C Oram ST Daze: Chatted By; Dare: Rev. 1070 wee FL TECHNOLOGYDNA- l' 11 1*It1`.�� 3 M e i J ROSOWSKI 08/29/11 C (941)+en-idca LI J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. 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Ja4 =FLi 1p to vx, w x N ,� V' w 3.ifid•W to V6 � �y � y * c:?: I w 1 Dgg J � i ..may Fmoo db o- rel3F27z *I j ax- xogQx t r wy5 z U1.6-,'Ig l//rn Z • — a fi a 1 °Qw • K •IQ zOrtU ""= il i.zUUm cI WI,011 to. 0aca co ' �' '[Gw `oQ I I a. °, __�_ i 8 ° rz zG u� c "3 Q _�_ ° - ra ........w.�.....,.. ...-----4------- OwK.Ag I I 4daO +i ° nOc co 1 { m . `� i �Fri� "3 11 scz �,, rr z I.. a A A g 0 ,1g m- .C�7. g d _ CNK x� t= >,62 tts _ a Orha F Xi s `o� r•u a N fV �CI OW 2..,, Ki xg0x N o ta LL , $, 0 W n LL c�QJ b W o x x CI)w "0 u,0= b r. in ' IX x dizau wT of N 5 I Q S,y°N �< g N N z c[3 t+tzih f• 1 I 1 • -- THE BUILDING SUBSTRATE IS KNOWN TO BE.WOOD ON ALL FOUR SIDES,THE WINDOW FRAME,DEPTH IS 2.1/4".THE OPENING REQUIRES ADESIGN PRESSURE OF+60.0/60.0 PSF. - -- --EXAMPLE 1;'S{NGLE VERTICAL - OPENING--- - - -- -- ---IS 72"AND THE OPENING WIDTH IS 32"+32+1'=65'.REFERENCING El_ 1)INITIALLY ASSUMING THAT Al"WIDE MULLION IS SUITABLE.THE MULLION LENGT riSHEET'25,THE COLUMN USING d NO ANCHORS W HEAD g --., r---T RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED c L .._.J.,....„._ DESIGN PRESSURE OF+63.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE T HE NEXT LARGER SIZE AVAILABLE. 2 RK� -SDESu. FROM TABLE 3A SHEET 7,THE T X2.75"X.375"MULLION(LENGTH=72',OPENING WIDTH=70� W MEETS THE DEPTH REQUIRED,HOEVERTHE DESIGN PRESSURE IS+/_583 PSF AND WOULD O • FENESTRATION DETAILS NOT BE SUITABLE FOR THIS APPLICATION. o `L ' PRODUCT'S' SHEETS - 02 APPROVAL\ 2a FROM TABLE4A,SHEET'8,THE 1"X2.75"X.650"MULLION(LENGTH=72",OPENING'WIDTH=70°)HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION .ENGIN— 4 I Q A2NGLE CUSE LIPS WITH(4)#112-ANE 41370 FIND THECHNORSOR HAVEPE,ANCHOR QUANTITY A CAPACITY OF 885 LBS.THHOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP TYPE REQUIRED FOR THE WOOD e CLIP IS EASIER TTE.BOTH THE STANDARD NSTALL.WITH(4)#12 ANCHORS AND THE 2X3 CI) N o U W �� DETAILS. R)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O x SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -i V) I _Jr2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. . co VI �o = L_ 1, IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, W o I- NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CPAOIIT REQUIRED FOR THE EXACT DESIGN PRESSURE OF 6D PSF: co CO 3Y—^-I--3P. O �-I I-MULL 1VIDH (80 PSF)X( 636 LBS =524.9 L50 (MAY DC USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) z OPENING WERE ' 72.7 PSFQ Z £ _ U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/8'.THE OPENNG REQUIRES A m i §Z i DESIGN PRESSURE 0E+50.0/-55.0 PSF. -1 Q FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1'WOE MULLION IS SUITABLE,THE MULLION LENGTH IS 3^2"+72"+1"-105"AND THE OPENING WIDTH IS 36"+36"+1"=73".REFERENCING SHEET 25. 7 N Z C r i THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL Trp U)i y co to i EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. m J o o' I y W CL SEE DETAILS, FROM TABLE 3A,SHEET 7,THE V X 2.75'X.376"MULLION(LENGTH=108".OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF Cc 29 MULL WIDTH-I) SIIEcts2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. CD 3 �_�_� FROM TABLE 12A,SHEET 16,THE 2"X 4"X 150"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q W Z m� N I �T FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .. O s,0 t r 3Y SEE , SEE / FENESTRATIONI DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED.OPENING WIDTH IS 36'+36"+2"=74",NOT 73"AS PREVIOUSLY p ,% ��t� j PRODUCTS I SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BEREDUCEDTOMAINTAIN PRODUCT REVISED APPROVAL 2� THE 73"DIMENSION(3&172'+35-1.2'+2'=73"i. as complying with the Florida r- - r-1r-I , 2)USE TABLE 12B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code I 1=��a�lm ,_ I CONCRETE HEADER AND SILL ME 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. NOA-No. 17-0630.01 V -ICALIT�_ -��- ' USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY Or 1050 LBS1M-110,11 Iii.GREATER,AND MULLION`- -II�. -iEx#i,atloonn Date 05/26/2021 SEE GEE THEREFORE SUITABLE,FOR TI IC REQUIRED ANCHOR CAPACITY OF B7tLBS. Yo LENGTH DETALSDETAILS, 8 FOR THE HORIZONTAL MULLIONS; By OPENING SHEETS 24 SHEETS w NOaml. da Product Control- ! HEIGHT I BECAUSE THE VERTICAL MULL WILL BE A 2"X4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER K 4F FOR MULLION TYPE COULD BE CHOSEN. HORIL m MULLION T' 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+72"+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TIZPEZOIDAUTRIMlGULP LOADING MAY BE co d USED,FROM TABLE 12A,.SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A'DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE E REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 0 i] SEE I 11 DETAILS, , 2)USE TABLE 128 TO FIND.THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN TH15 EXAMPLE,ASSUME THE CMU JAMBS ARE 8" d i SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH �I� 23 (4)3/16°ULTRACON ANCHORS AT AN EDGE D'STANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ai T T I I I I I 1 } ANCHOR CPACITY OF 521 LBS. w JLC`N�LY(1/ "�., h36',HORS, ��. 36',HOWL 4)FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIPSHOWS THE ANCHOR' n ..;. L10E11,96. �� AuLL IENOTH MULL LENS IIICAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CPACITY REQUIREMENT OF 521 LBS.THE z . Q':' . 7 OPENING WIDTH FOR VERTICAL MULL I ANCHOR TYPE 19 A#12 STEEL SCREW. .A.: No.58705 _ 1 FROM THE MOVE STEPS,OUR MULUON DESIGN PRESSURE IS: ^- /; *= P +1-64.7 PSF FROM THE VERTICAL MULLION; E Ct.-E.- 1 +/_170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; a %O SATE �� +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ® �A'•, (41 THE LOWEST DESIGN PRESSURE IS 4/-64.7 PSF AND WOULD APPLY TO AL OF THE MUWONS. = iF '-•F60RIOP.••', VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ED_ ��`',/,,�/ONAL .,„.•�` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a. A.LI' IImLtIA,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • v FL P.E.#58705 t I r I EXAMPLES OF RECTANGULAR LOADING: -- EXAMPLES OF TRAPEZOIOAUTRIANGULAR LOADING: n SII — I IWO ..' I i .4ri,,,,„__ ___m AID. / ,,, ,r,,,,,e, �� — PW • 03 y t:, / -,/ r A iF->ri L ,, , SH/DH�I�/S H I S�HAl ,�5 Ii / // I m I PW ,.I o co N U W / . , 2LRJLI1J „,, � • 0,1 II / F pCI �, GP _. B�— -- — -- / / / f to 0LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / � I. / 1 Fr CO I'`t CO SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS /+ - F- ID C7 • a/ / ll_ HINGED `� }( a g Z DOOR (� _.__li _ SGD 1=—- .. ---- -- z z z ,t' eU Tglillik / I I I I 1--- ----11 LOADING OF VERTICAL MULLION a ?. ��+Z _// �_�, LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a ,-r- -- .I • �. z _ I,• _� a WO OI l',. / I I jll Iii /11 j 14 l — • �� o D- zSIA 8 /- I ' _ ,I ) � '/� r�riir.� N oY Y y �/e,IIS ji_ i/,�A'ill — l ¶ 7llW91 ®-- rS-- ” III H/OH SH/DH / IiF1II _ O Iii sHmH p ; n $ €� /I�rf :jjl li L I. 1 I PRODUCT REVISED / as eomplyy��ngg with the Florida LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULUON ' " / / I BulMing Codo SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION II / I�I ; NOA-No. 17-0630.01 PW PW HR GGG —�Y I III = �_ II I!_ yl Expiration Date 05/26/2021 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By I �-r----�1;� �� MULLION Mia e Product Control' f f/ i. ' P �� '� HINGED * lr NOTES: T Vj// DOOR /� i/LI 1' '" prer1J DRAWINGSARE RERESEINGS A NS OF TYPICAL j0I • f X I I �I I , _._I CONFIGURATIONS. / / / — l MAY E EXTRAPOLATED FROM / /// / THOSE SHOWN. / �a / � / ,/ lam ._tiarer LI_ •• / BECETE MINED,LOADING TYPE CANNOT \�.`` NLYryq/�''%,� ,` REC RECTANGULAR USE `� \3091..-...••dif / PIN �j RECTANGULAR LOADING. •. vCENSE•• < / = No. ��' ��_�I / 3)SEE PRODUCTS'APPROVAL FOR =*: T 58705 •' r - I- -- - ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MUWCN •// //" / <=I / _"O.• 72 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS. /// / O�•.•, �TA OF =(`�� ‘K/r{ SGD p LOADING OF VERTICAL LOADING OF HORIZONTAL '/Ail !�(NNirylo j NAE `PE. MULLION MULLION FL P.E.#58705 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4446950 OR BOOK 4144 PAGE 2762, Recorded 06/14/2018 08 :34 :40 AM L\o9 01 ' 2-To NOTICE OF COMMENCEMENT Permit No, hvo .o `�' Tax Folio No. . J 22 5U?- O o20-Doo-S. State of Florida County of St.Lucie The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of-Property:(and street address if available): uur PnP 5 Crt -'ne t2-C 5cr✓� LO l General description of improvement: W II'1U t..J.S �,X °' y '. �_.. it,,�. Owner information or Le e-information if the Lessee contracted for the improvement: ''o �*;� Name • •Cf' • _ =7 Address l33iVC.nel W 2Cx1 .St LVI-C Sto Interest in property: u, Y� Name and address of fee simple titleholder(if different from Owner listed above): . y z>- U .J Contractor's Name: Florida Home Improvement Associates =o Contractor Address:3044 SW 42 St Fort I au.- •. 33312 Phone Number: 954-792-4415 ,-;•7Z C4 Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ sr w O = m p Name and address: Phone number: O 0 U U -w J 0QQi0 Lender Name: Phone Number: O(-5 H Z-+ Lender's address: N w(y II Ay Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided Ky ec'tToW cci 713,13(1)(a)7.,Florida Statutes: Name: Phone Number: _ Address: In addition to himself or herself,Owner designates_---_—_ of to receive a copy of the Lienor's Notice as provided in Section 7i3-13(1)(b),Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED,, IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kn.. ledge and belle Ar i rrture of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Owner (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 3o day of S , 2041, By 7OIf t... as 0'w V _for Nam Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed MATTHEW BIRKINS Pt rsonally known!