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Home My WebLink AboutBuilding Permit Application (2) • MIAMI-RADE 4N, PI" MIAMI-DADS COUNTY } 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 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidade.gov/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. 6300JR, 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. 1 The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0630.01 MIAMi,DADE COUNTY 1 ' Expiration Date: May 26,2021 Atitsgf APPROVED O " "1 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. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FSC-6th 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-IMPACT OR LARGE AND SMALL 11 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THEFENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS@'':.1 8 MISSILE IMPACT-RESISTANT PRODUCTS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD 6E � k S F EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL lX OR 2X WOOD BUCKS IF USED, GENERAL NOTES_......_..__,__.....1 I C I 5 < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. i b'' p FIGURE 1: ELEVATIONS...............__._....____.I - 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X'WOOD..,_„. ,„,__-2 a MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE MULL TO 1X 6 MASONRY ........2 Dz c1 MULLIONS sue DE7NLs INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES....--__.2 7. A-°Em RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 70 MASONRv........__.,.._.....3 to LL SHEETS 24 MARE MULL TO STEEL STUD_..-.._ 3 2 0 I --....,k------ Fl- _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL_.._......_._..._..,_.3 • 1,/- ' DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS___..__.._.4 qqa) A—rc %-- 1.� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. NAY MULL INSTALLATION.__..._.._4 S Z W,�/ �� 1 X 2 X.125 MULLSPECS.._..,_.._..5 w 0 2 // � ♦♦ 1X2%.375 MULL SPLCS_.._...._7 ,/ j`/f// 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2.755.375 MULL SPECS.._.._7 IX '� INSTRUCTIONS. A L/l / 1 1 X 3.12 X.5 MULL SPECS_.._ 8 rn „, = 1 1X3.125 X.508 MULL SPECS_......9 Z �u 5)USE THE WIDTH OR IGHT OF LY TWO ADJACENT ION UCTS TO DETERMINE PRESSURES I THRu DETAILSSEE J -1 - ( I / t 1 SERE DETAILS ANCHORAGE FOR THE COMMON UELLION SEEN EXAMPLES ON THIS SHEET DTSHEET244..FOR MULTIPLE UNITS,CONSIDER�D 15 4 X.375 4X.375 TUBE Mul SPECS._...11 - O 0 W SHEETS 2-4 - -.. ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN JJ F O - -' SHEETS 2-4 125 X 3.168 X 265 MULL SPECS._12 .I I / i i I OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. Z 125X 325 X.108 MULL SPECS_._13 Li J 5; Q VERT. HEWNT 126X3.25 X.624 MULL SPECS---14 S z W 5 2 LENGTH I Fai 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE 7ABLE(S). 125 X1 Ei4 PUELL�SPECs_.,.16 w (P $ F4U MCTtRO&rHL .Z Z O I MhLL 7)ANCHOR EAIBEOMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCK5 BY OTHERS•MUST 2 X 3X.25 MULL SPECS_...._..__.17 /� SEE CI T;AIL E, BE ANCHORED PROPERLY TO TIWJSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 126 X 2.11 X.125 MULL SPECS_..18 m Q N a N. AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 3B'X 325 BAY MULL SPECS......19 0 I- W 45'X 325 BAY MULL SPEW...-_21 ZZ V p1 REACTIONS. MULLION ACUP DIMENSIOhS_..21-23 H . H 0 Z N EXAMPLES 1 6 2_.........._....._...._.24 0 1- Z• .. r0 FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S LOADING EXAMPLES.. 25 a co _ o 0 00 PRODUCTS MAY o co BE CF ANY TYPE. 9)MULLIONS AND CUPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING I11 MMUSSTMANT BnCTUR� CODE.AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH ® O' Z co CO / iii BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. , z U W Q 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVFIZ. 2 D_°0 n6 O Z m0) O P I3 . j SEE DETAILS o ..�5 €fY rz HORIZONTAL A-0,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 0 Tom- A m O'in _ SHEETS 24 W IUTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOP LENGTH PRODUCT 9 withREVISEDFlorida HORIZONTALBuilding Codo MULL LENGTH INSTRUCTIONS: ' NOA-No, 17.0630.01 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE•7 STANDARD. Expiration Pato 05/26/2021 . 2)CHOOSE A MULUON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By F—OPEMNG WoDTH—i• I—HORR MULL LRIGT____H-1 Mlam de Product Control STH I I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WINO LOADING IS'RECTANGULAR'OR'TRIANGULAWTRAPEZOIDAL'. � \II �' ,,,,,..1„,... I� 4)FIND THE CHOSEN 61ULUON'S MULLION CAPACTFY(LBS FROM TABLES IA THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTNELY,USWG \B \II \I �� FOR THE MULIJON TYPE,LENGTH ANO OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANN WG VERTICALLY OR HORIZONTALLY).THE OPENN,* MULL NORM V II VERY. MULLION CAPACITY ILBSIFT'(OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPE KING OBTAINED I,Y HEIGHT LENGTH MULL Ipl L MULL STEP 1). l I IL `III II► II _ 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MU WON CAPACITY. OPENING WIDTH 111�L11I IrI.T f' SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS).TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �\\ NY LYNN ,/,� OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CDP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; 'c.. •"' M/ FOR VERTICAL MULL" CAPACITY IS MET. .. , ,•''1,\CENSE'•. �%� Q-; •.� '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE No.58705 FROM FIGURE 1 ABOVE _*: .k= OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ / j. CODES/STANDARDS USED; VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE _•y. - •2017 FLORIDA BUILDING CODE(FEC),6TH EDmON C.' 2- _ ' 4, •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION fO�'•, ATE 0� !v; i •ANSIIAFBPA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY ILBS/F7')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i . Pr. RIO .•'' \_� •ALUMINUM DESIGN MANUAL,AOM-2015 PRODUCT ASSEMBLY. ,,S5+ ........ "01i •AISI 5100-12 '/,, E'ONAL. 1\` •AISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MIWBR;Y,E. FL PEE 58705 1 96Z6S#N1fYd0'1100 1.q '133HS SIH1 S3ONVH ONN L4/64/90 a D SMOS9a a _.___. Does oet(s re) 44/6Z/80 DISMOSOJ f '-, c N \\�`lll*islil.��! 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LI Vis_a i aw .2 g Macd. i; F w F w O m '" 41 uzuwu) o ry 15h, 62:400 ' o g N066 S >owW Iwu c•vma g' 2- F2 c2o 0 9 0 12.2 2 8 0 v N(aed�m4aW "3 n n I.`v N N Y A a g¢ a 0., .w Z Z S • ¢ w 1-O g 9@3 (ZW.W' �In�M13:, ZO J wLL,i� RSvu;• Z_O ^ e �a f Nr QO Ozm�m% IAC Ayoatle0 uOiUnVI .�i� Ci n 1P '° z 7 • a LL LL(ry K ,r.S N 9 1. a 6 N�gel3a3a C.) 7'b 5Oo U4Jy 0- R $ e.7,;17-''V'F,-'2, z w y9a- '16 A g NY-Q y�ha JCf c S m A r°i F p • e W g U_. w aw N,0-x . m� ; 3�3ti3 7w m Ovu9 w-3w 0 F - n ry pp E �6 O zzl! cuwmaw n N _ 1 co O—w K1-z0 F,.. o: K0 F zwo p=za -o3tt `lIE �' 121 P. & 3 Os&g2g2g A g d 00 g 5�. OYg2.ig U Y m' I c. 5 R A'd1 `.-n .-A m Oa'(' N0,-1-1 t `d.E A � � X s a&o w +ri. ¢wO wm.---a p • F= b �� 8 dz O S , g 0O=coy *rw u0i NK E z 'A -F 2 P m i u7 In r4¢' W'S sl• !X r �i •u w mW wo z ,ME WoOler2 2 'I mlry 3g ¢ ww 7 goo In ppzµwlululzw n A A 8 A Y3 r38Msfy. .838‹.13< r ern n �xLL vOT�J� • II•l own) B 7 n R ti' W �1A383 uazd • S pi n .- n R I8 3 - f e j.:( I : h F n A E - a N aKs3y§ • Illm u¢� ^ b SaasaAe: ev w .-. § 2f-g(2 .4 4.a ¢ t.:2. m g.v..--ry n r'�Q LL O -p W 9 R E ry g E % K ; a ;t! 1 i.:4.g 4221 11 w tl 7 FI A n m '��°La9w • m I• p rl g 7i C R 8 , �W plow `i • O Bay g I- Armin uaril S ° .aR . N • w R u d u `� .-•i -4, a8 A E ° o Ci Zd 0 m e Li d°g9 22 IL .2 a i 9t 6 fJ R _a k h D rywV ®®w Li, � o z 7 • g a • §s 3 Lauo1I10W H p LL z O DiD Mull Length >'' y T T T !1H • • GI . •m m 3 •• m •a t.',4 O =man O n' u,®y N v fv m m o 'Nm' i $ 2 o �'1' ni g . a m Peenrzl s!� ��'t s ° 829 ffi m $ b b 0 it 11 $ } oMWn Caryl? aLS ''y n ° m. ea n _ ° n�mr z_ p3 V_ a AnchorCapa age v mgsSRs ffi B' o Rutfdrsl K o • 1 Q 9 F'A o $ Mallon Cec uM �• -I 0 ti. 2a.�� g e a, ° m P.M) 1 $ 5 5 O .e.'g anti A ^i ffi cn C O zX p 6 R g 'i-e ? N p' MWfn Tpadry , fmhzl '-c m .R>Sgoi' Anchor Capacity ,m p ® 7, B & �S Q Required hala N • ),_ ® r��,I fR @ R R ?' N x f. g Waco Cepadly Z a UnN$S a'' 1 v1 P.M) • 2 ? �{ _ p Mchm Cagy `' >R 8 T r a p Reatlrtd Me) ((�� g 2S i l P •,'Milllm Cepaohy ® ® .q r . • n, N c nhn/lam <y l g,4 L.'" Raquvee((Ito) IN `° ® g'g 7,aR I. c A I1 m _•tharan Capacity G �r 2 m.0 2G136.&' 2 W y� y D �Nu>•��C ny Y m N 1 m - Z-- 'O r r m d' m -I'g>g'g ••a B_ b El U J ' O e ',Anchor eapaelh ' 74702,1m �m C rrz� N m 2 • 'g y rr`y,°m71m'r a "H r D T r" Z 41 u a N 0 Ndlfon Cayeca'.ifl d'Oz A �m o yaa'��., y '� a N o (5.m07 fl O mg �n N� Nf, l' ",D3A+ 6 '�11®13®013�1313 M,2','..,- yA O - P T e l RC5Wro0 elm m DPte'm m n z z z p �! {O;anchor Capacity 4 }z1' g i w 14.11p m Z C0 ry E z=T_�. S "�� - Z'n'Mullion Ion FierpAren Llhe) 0. a o»tic m- nm7i .�o a-a>> y • O _" >T�j 2 r 1 S o { -' Mullion Capacity o V 222m z S fF v `6 0 y1 O O 2 y N Z_$z e"y' :, 1 Q 'Anchor CSparty ,- O •46i008 i O O O >9 QT¢0 c z T a g -6^a 111111E1111311_0113 Rasm.,neo 3T • L)° T rZ Y C a o z N m o z �� ®ABB 8 =B O �m r yy 88m"- _,50 0 0 0 T ':: ' ; •?' -.m V0� BD r $o aa u Pother capacity ilIHm . N g, H u Xv iia,- ,gc o o a!N-ii,$ t . .6' 6 m A g g ', W� 9 N a ° nha/lill O1 c O mr NZ (A FY 7771 -81 rgCZA Zm D N 4 F ndl4¢rQ"-1N 2ybmA N m 0 Artor6 pW3�0 Sy m Oz 'oouiiES,CC. 3.ga E 8 8 8 g bv' :4' i0V q z Fr 7 777 11-p R RAweanwr (8n A N N r v. P g P 0 o p� Malkin Capaelyy -i iI,� VC n m u m m 0 N m ti p.m O m°J o W W P >➢03089C O Z 8 N' ri v~Yi 7.t., Anchor Capa[Ily ODI OO8a c7 8N �^ 11111 . 111b;121" V4E10>_ z > Zn Z z �a. k, 211m0 c z 4 nchor Capedty a 8x o Og=SOZcp a 20> Requirdnba) �. 6 XI t�.... . `Ii - .1p-ammgMM5 z peift2) adN FIs-IT�rmArIt .90> 3 �14 0 ��cSm �Omi c o m A o d �& � Rewea ppawllN � • E ' i zA�mm51 E 3 z v r. y ;'.0 -Izm i m • . 2m'mx'mg O . m-0 ,E402 . P O .5 • Olaa i i*1yy, ```` /, p i z mm S a '2O E Q A „�� • ��}}�, ;yo 0 0.90 '-z- :� z ,':Z A a 44n`cc�a COPYRIGHTF2D17 POT INDUSTRIES.INC. ALL RIGHTS RESERVED m D:A > 0 m;r _ 1 y m'l Ma M— r � z:K - • d I, ;'+ : i A IMPACT-RESISTANT ALUMINUM TUBE MULLIONS �••, to Fir`:y.a1 ol y:2 :: G V �,< Deao�ipllan: re,,,,., co m�,T•• sn r:z NI c1 X 2 X.375 MULL SPECS b --..2 j� ll •.^� n '� Pi ;m Berlet, Scaler Drawing Na. Sheet II rn '�/ �:' N c rp N/A N/A 6300JR 6 or 25 " i/�F•••.• ...�� p ° 0ra.n BY: Dais: Checked By Qaie: ReN. 7070 lECANoeo0v ower ''7,47.1:? l I 1```\`\ J ROSOWSKI 08/29/11 C N Krace n 00 ROY.B. Qaa:' ReWabrt (64D y160-1600 J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT,OF AUTH.a 29296 • p D mug Length D 11 -n Mn G7 4-i N M W mr- xi �O1 .n T Ri. m ii ,t i g, E. v m )<f 91 $ 4.' 'e2 m N 13 a O N W T •• m m ,T w a C W 5. 5- 5- 9' 9' S 5' 9' 9' 9' 5' i _ 4 e M D A L1 -I D 0 db R _ .. m a Y 3 V _ m ° Millen Capacity R O ':W i y 9 a ee N a N 5 o m = . c o o „,..) 6'i I Tn ' ?' g m ,4=0Cepadty `t G] w ,� 0- n o 3 Y N d �' 'o & L'. r Required Oba) mal'�„ ^r � 0 C® E a a% u b, 13 , i 9 5 be V o o o e e n chewehl.) �s v - o �� 1 0 ` S'201 Nx g N ' m � i ? 2 E x e £ 2 ,1 2 2E a .0AR ; lt '� C nqa iMullion Capacity n I m -n-nn4gPo D m N Nvbgmgo0opbarnzg iii ryynnaua6a a -n m a w b Y 5 2 2 0 2 1 g 2 2 B "S Requbed OEa y n $ B y. wY -n e C CI=..r.>Y.. .. R 2 n m ,,". $ 0 c o ., MuRon CW..4 9- C M p $s-m 284 L. a m :i a u o Paella) � . N ® Anahv Cetatty i R. D lT& u , , u In 2 g 9'L' 2 E 8 2 2' mired Oba) ® H 1F. 'm NNtlen Capacity Ye"s Z$e`S(4 4 N m w m 1m o g ru m b g (Rein) 6 8'7, aDvvS .a8 rra� ff; m�JQy _ 2 8- ® Z @@ V m G 3 a g -2 2 2 2 i q » Requred Obe m 1. .,, O in.6. yy 3 MWpon Cspndly O ® D D`g D` a n e o O. m o o m o $ o 0 o I Malta) 6,41 1 H s - e x o E E $ P m b E 5 ffi '''adred 0uea)Y a s • < 2s"$sg g dm Cn7nNn79a 9 Mar capedty g N::::*::" �m tl�mn �Igtote2ArwA��dlY �, A��vr7.Required(ha) '$ a-tr-i<O� Txw rn� v sBx sIxm0 (,10 . r. m Dm ^ MuDi°e CepaellY" cnBFzcm5Z mmmN � ooOba/R2) 5v3-17.0° rxR N F ��AImn Nm n _ s y y _ •g•NO�� m00 p x= O O & e v _ g Reulrcd bsy 3• ertANym� (n Z _ m y " e9 O )_ I 43 n2m fa fil y1]•6 r•=om °m Z N - OC ,• Mullion Capacity 3 E NxOto °O b n8$11 DRSC ¢ - e lmam2) 5 W 2N =Z SOC 0000D ''DA -.0 Anehot.. X':1111 RMdred(Naa)1y - ° it_ Zm_ m SCi t, mRI asL9m.�-1 M y1zzm' (/1 n va,,aNs • 1 d - MufflmCepadty '$-�O�a�C°aBmrf�my� { z $ p1Iroem2) �ror32 -,TN2Jw d CapedtYto �S,7]gZ2pQy2�11 ZO O 'D o D$>o u'IRegldred(Iba) mm 3 r Ax rr1 v 9zC�Fn X O •iN A � S'• m X-10 0O 3 i ti y'ozct°og Fc 5c m -rn0 Om r _+N f g SS>t p 84681 0 (Sm m zf gD gD D Nod -. Required Obe) I s$3Y•a00m.rX30 F0000O3y C p�I �2 mFFe1C Y Mullion Capadty 9' a mD°Cy92. Om D757Dg't,g a ER ditn)ty S mr(nm.�a --1ND m-+, 0P0bzm -aymn'- mMu uen capacny{nnr= m N T z ° 8"� 8HHH$ : m 001/112) a �� mA i D�DffnF s"cAnchor�(paany 08 �S m� m N WI @NO.SO'JC� aN - ogDpEQ41. 1° uJMallonP.M) Dap°dty i� 2.-",..m ZZO y T ( -IIA ::�n$ . w a l E E - RBRAred1 Anchor�(lbn)ty - ay 9 D PI F y Z N� .' N N ami m p g =0 o n o m a a D 7.}76.1 •3i z p m e a Fs s a m U:Mwncln aspadty w n LI x (mss ) c.zCO °zN 9 rg:Ii§e NR -2 A m e 2 1 V. 2 -6 m AR"'"Capedty y1 3 O rn r ° H 7'd''d' YA:,e m- ReQdrcd OEs) S mmEl° = m z S�i:'g„� .� E a t R ii m o 0 Ztcepadty g s Ln r7r m W a m e a (ma/rte) 6P �T raN ° •030oane k 9 )S,Aaehardpedty m c(1)'0.,,, � 8 8 8 8 E v n y a ffi E g 6 S E - Requbed(lb.) ,e • � m .1 O i� 2 °2D' 'om8vm Q 00m P 6A0002).0 x a y p c t, 8 p S U Mullion I 1 02+ Az ? 0vm — u 9.*e R-2 m m 0 c v 2 2 2 3 E g g d e i RequEed(bs)ty al aZ�§emy0P. r n $ 022 2 P M Z p S.c g E E S RI V 3 0 o e 4 Mabe,capacity g I g r, -lxammrn �� N M b eo Obemz) N I c 1 �” E e : b y e E 2 0 RAnaannor Ubaecnv 11,:1155.g22051 x �\v........�...... o zrCIWI1 pmm3'z! m S o A_30 mT0= u c 7a a -_IF. .T,A g ° • r� mH.� C • p0mg6 0 -- 0Fz 5 \`\O8dcry I ri *r)//,i3m fzmn e TCO,mal y0,,J Z •'•0Z u .°� 3.0 COPYRIGHT©2017 POT INDUSTRIES,INC. AU.RIGHTS RESERVED rZ- •On P r:<-- O a� m r:0 II 8 z:K _ '0 3 _° A n aIMPACT-RESISTANT ALUMINUM TUBE MULLIONS r__. -r it„, o :2 = a o m Ooac ptlen: it .m,...• ,. . 0,.r2 w m -Z =< 1 X 2.75 X.375 MULL SPECS 1 • `l :C .' N cl m fA swim: scale: Crewing No- sheet a %�ti �^. - e o r o N/A N/A ' 6300JR 7 d 25 7o7B VENICE, F).3 2OWE 75 171, ',�v��RI l j1��``,`` ° a DJ ROSOWSKI wat08/29/11 Checked By Cato uv.0 M(9VNICE,41) FL 34275 600 d Rev.By wale: Revbbn: J R6SOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF Au-no 29298 o D Mull Length e w T T ?1 m R ,,4 D g O p al cor- ••• C C • C T m N $ E v4S E A S K' b t N c k N 11 ® :0 �1 A A , y 3 3 5 3 3 3 3' 3 3 9' 3 5 5 9' 0 3 a D m m m MutlIon Capacity 1.1%, -S' .,:'q y w N E c N L b e 0 0 0 0 '.o (�:) 6-i Z Ma Popp 3 E E 9 h : E N E E E E E .11N @ ggWeddM,) R .2® `-red 6 9 & a g g g Mullion capacity 5- N n ® T.'q ii I.r m ro '.• a o b e '6e OwIft2) • v C a y g 13 a o� k yy pt m re i@e tar�i • Anchor Capacity m 3 6 a q N E N Y A m R .°,d m a n ire.'. E4 'S •P,Required(ib6) m o m o i T c 3 m o 0 0 o a Mullion Capacity ® 4 i4 o e o o own) ' ca 9 7 m X5.5.530 g,,, E Andrar Capacity T m w w w w $ g E E N A e E N N E e E E E E S Requirre pm) o 1-.S m Yvt?'. T o cA g+9,°�.9 °' ,C, )3 L `" a 0 0 a MoIlIon Cepacny e' p Z� m Ox @ IR D N g E-4, % y o Lr e m iu a o 0 o pbe/fl2) �'p� D 0 ® ^ v e ' y a E .4 re a S S 9 5 E Anchor C Zits a m �n D m Paqulred Oba) ® " Mullen Capacity a m zea66Ptt`tH 9 _ ® _ ,�,g Anah.Capacity y0y r2R M .Rowhcd pba) I ® Z z U.z E tg 4; 9 _ _ _ _ Mullion Capacity ® - O D"D 7 6 n Q - - _ pbsln2) - at • O ° N m a Bo Anchor )C apacity ® CP>-1Dgati m E m R ryinredCpba apdh !!PJ! S 7II 5.,o ' mc. 6 F AnhCpcity Cv v m D ;; : ^0 .Amc z mm r mA I mNFx0z -I OO = x p Tsgu N _ mg - _ Anhcacry .I 5 4 • o J !;:rJii :>EI?LsF O iy Fz 21.z zTA �zO=p - C :Bm9 9 1 0 ) 9ari AehoCapacity ry OOr� N m mN dJs N 4 C 2E2 , i Y-D-D-4a pjMMARueMullionqcllhuhoiornnreCapacity ty DZ , sR) *.r- c T p W0 r 5i) z zJ z nm RNam° M = ozz r a xeC i Anchor Capacity word Obadh a P2wP�0 p93m 2 O , N �D 4m mz " •° z ' I > a_>� y��E o g i _ eOm HI 8 3m p o• n a.w mm g z §g522E ,Ia N r �R�aa� q. oz 9 1 Magian Capacity imi O nr m '2- O 0 3 O D C p _ y b Anchor Capacity 0 0% o m,rr.I. z g v F 9 6 Pa m ¢.D R E $ E S Requoad Qhs) zD 0_,-,50..±.›.0.. x ° , ; c m Y •'o N e R p 8 m C'uunlonCapacity z o� =zzOrn n ° ra m re e ti pbalm) F. •y =T 3 D Andra z E O m Ylti O 3 F 2 2 E 9 lI r t ^u a IS g m 5 , E Rsgilred eta) Capacity ,tl $ -` 1. w °O S F M Z=C C ° 0 Mullion Capacity 3 -rxa I N I .p 'C-las z a m e ly fd m b'! >'d m m o 'b a hslft2 13>m=(npt?-1 �i o e U ) r'a ..........:........ \ j 6 p<6-mi r m O V And.capacity a g EX \ \b F:1111°c p$1 i w H 3 S m . a, 0 - Req�dredpbs) ,' C f \,......,..<�,,„,\i• 2E-25 o � {�z E. C T =T> T n 2 yi =gO In= ZZ VAMCm OO p C z ' \\\tt•"\.,x0.84 'd Il*rrY lA D� .' l 3 nao0 Ti '•%.%. b T z230 5'0':�o, Si Z f•;y _= . P ,C COPYRIGHT©2017 PGT INDUSTRIES,INC. ALL RIGHTS RESERVED fri 3r •o `� ,.;:1-t - a o X10 IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ph ,.—,.a f Dasariolhn:�P m v • N "'y'2: n N `I < 1X 3.125 X.5 MULL SPECS �. $ 2C.'.. �_1 ......t •:--. N A 57, series: scale: Drawing No. sheet: `may /,y •. 1 ` c A m o m N/A N/A 6300JR 9 or 25 1070 TECHNOLOGY DRIVE '...;:i/6.6.........:• ', ��R.. •��b�.. . O 0 MO J ROSOWSKI Da* Checked Checked BY. Data: Re, N.N.VENICE•n.34275 Yrrrllllllt,lt a i u. Ra B: Dale: RBdokO (841)480-1600 1 u J ROY. 06/19/17 NO CHANGES THIS SHEET. 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C 23 • Egg"1,-V4ig E il g =.11 i g il g '6' g °,>-' E 2 Zgy,dcagitY 2,11 m • •9? • R- gg''''tR - il • -63 * •.P, 'ill2111 3 g, **E '2 re'R''' * , _. , Recruhoc000y inad Oh) 1 • Ni rt. — • • ,7.; • z izt -.• .-a. Wean Copal, , •- ' 0 cl a 'a b. gain) ,T) gg E E .1-g Vi;§g-. Z, * ; • • X g g>>Frg—g.R R rt . • • •"ii > 5 4 g E rg Fr;...7r . 242 . . it, Z1 ,..1 .1 min.0,4..4 . g g g ilbwft2) ! l'al7TiR ." -m ZIRR>>R174ffffftN B m 00 • 9 P, 6 . . Amt.(cip.ity PE., E a t,ii 2 ig Required obsi 00,1' • C &':4 z.g g g§g-4,.. V, ti n • .• .gt,,55F-7-,,R.y,R-g,, " E., :.,. ,,,.. ..,.., ........ii, , isi 2 pi, 0 . tY 5 2 2 2 =4,71 pec.,,. g 7,! PA5j.gga.i4 g i : Ailli 2.$,I., 1 rp i " '"" • =, ,,I ti— .- i, ,,,,,=--ft 9 -.1$ 9 gz...T. Wis.:42.0.. vi —,,, 1 ii __. Pactior capacity ° '''=10),-•••4 • . > @ 4..4a,.v> 5 gn 7 re 4 oRt 1 Racatirad gs) 1 -• g g rg Attlibsn Capaolty ° F748 *E p ,-?, 4 4 f•f.F.91i):F.F.'&I 1 1 -1 . . . P.M 0 c .8 6E ?-1 Ejt,' mm8 2 g vt . a 2 -8 • i i 11 AnRequtra'h"drIbcjitY '' ''711')(1T, 2i 1 = 5, 6 ggzzgggEN-4t4 1 11- P R rd>>75f R V 7'IN s i -i . „,,,,s.,Capacity 3 la Straf172) 5 .• Fclg Ecc;', m 2g :0 Mahe,Caps° V< ..... . fl= Obs) • o ty 811T.S8 7) ; 2 - f., .. Wad,Capacity ' 4;1)LE o CF EA, 1;:i :111111111 Anchor Capon). to... .-1 C 0 Z z , Recadrod 0 ) f OkigTO g2 9 . 5 ff>>gfi 55 Irn'ti:i g ---us- • 69.0 ), z-i = ._,m 0 .,.„,-n r•C) LA 0 0) ),: tntpaz,Ity 5 8E nz , ' ..;. I (1.,Ams Tg Fi, • ,rii „-...1.igar,-iel:Nla , O0 '.'[,1 2 i I. S 0 31 7...., . .. .,ety P: i SWIM T • Rff g fi 1 4 g,F, Anchor Capacity .8 M m q i g i 2 ii Required OW) c -0-1-mM5 9m m ir a -.7g. ‘..” c E t3`,4. Malian Capacity a co .4.. 1 t-•E z 0,Ai N '9;.' ?4-1' .2 a a Sbo/92) 3 ,,..k- '- -8 - s Mocnp 5.1, cf E 2 g w, . k i :g. LI m.......0.,... ty , ti PL-01P5 mu' cn ^1 Required SW• a -2.'6*. 'a > 0 i 1 g Y. z P3,g FA z„P 1 olt • 5 ,2 .g. -j !Adrian Capacity c. Li o b ;WU) g;g36° m -* • char Capacity . ' G4 m a • M29c, Ic„ z ' E- 4-U6 E -' ia ?t F. g 6 -4 .2 )RequIred(Itn) flFIfla.tn.g A 0,RI z 0 R 11 E,17 g El R 9't ii: Mullion Capacity 'UG';11 26,1 5 z 0, .9 es T. r, r: rq ohm 4 c'ig 8 c And.,c...ity 2 $' ggEg/IrdiFt i i ii 14 V, Required awo P . 9 8R 5 5 R 5 8 ,sa , 282 Pim o • .1 ..i Mallon Capacity . b P.M 11° 'r7c,3 0, 1 ' Mollicn Capacity 7,, tnRSIX Ma) V. W.g ? G)-,, FI) •-, oW ' * * ra a. o ca o o o o,Q ill2) El 271 E .E• ZF*R'-'1 ". ; g ';'. ':1, 1-11 i g i Vh, reh, 1 1 g q il'F=Z:j4 tt 2 2 C'0°P3zCGc 0 0'1 - c_,21:-. -+clitiM 2 X f-1 e 11 :1 v .0-0 v. v 333. ,t rgit)c—tv El 6 -IXI,..1(77,0-1 S.) g 5r11,-,,,,,M 41 A"WC"" 'II 1.-,.; M.3". ."E 9,g 1 i w., - - - - a - a a .. - —Requlird Ohs) • Z545-M)4151.1.. i g .: ):: 1 W 0 R 0-, W 2 i. ME f-liilf.T.10,1 • z 00 x1111100,, •N‘‘&''21 * '1, r7,4° E •,,, ......... ..1A, ,,.. 3 5. til 8 7,7,2:g COPYRIGHT 0 2017 PGT INDUSTRIES.INC. AL!.RIGHTS RESERVED 0:,,,,,0 Z ,.....1.• :-. iiiti Z i 0 -4 ° T-,'i-/- -_-. F.. a",-i VIA 44.P:.,t- ,m . F, 2 i.'• z -•,. — o s xi IMPACT-RESISTANT ALUMINUM TUBE MULLIONS - 'I' " ,--ni Down Sort iptyPay '-' a .2'.., ' mem ">• m ••••2••."..- a 14! tE) ....—A .. 2 X 4 X.25 MULL SPECS I 6'.7;'°1' . ...' \-1 ".•• •.- - N cr, w 01 Sofas: Scale, Drawing No. sheet a 'A... G . ....., ga en ,, 0111 N/A NA 6300JR 16co 7070 TECHNOLOGY DWI '',./V • ." • 2 ", 5 .c., c......' ..;• .....•,.,0 $. = 14 C' :2 a Drawn : 0 0 Ely Data: ChoDote: Rev: N.MSCFL& 34272 ///s.;QR• * ,0\' a . a ,i. J ROSOWSKI 08/29/11 cked By. C (941)410-7600 ' 00111111° ' to Rev.By: Man: Fies.latan, J ROSOWSKI 06/19/17 NO CHANGES THIS SHEET. FL CERT.OF Atmix 2929A • ,"0,011111/0, . • "Z•1••'Ur'''.40."3°id ..1.331AS SIH1.S3ONVHO ON L 116 4/90 INSMOSTAr .or.Y.8 .1,41 Jr .2. ‘. 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IR 43E18.3.10Lotny :: ;.: g• 1 g• i' VI h I i il i ..,',',F,1 Nimgssiggg..2g:2 k (..,.„,•0 0 0 0. q q q .. . 9 9 •-. ri 48•9,5 5 -12 V12 F- co „,6 ti g• -• • • • • • -t- +(M.O.°toll7Wi g gggglEgggng g .= s NE,B,5113.49-1„i4-4 2• • • • § ' (`'""'"8 0- 3 g 19, E. R .q ig F. El s: .1. t •' -§?..E.F4,1 ". §'.4c ..—. .,— .E. Aaosde3 xamy, - 5 0 te, • • • • 6,01076 ct g 222222222 .1 -3 . A1,121,11 2 2 26 7 • .- 8-.. 000000300110y/p.ii All,o(„.tt,133 taii•ID •1g ..F.,. . g g .h.A 3.Z3 E3 VA i5' a a iE iAl Fr. 2 ,, 11111 $1 du9191 1111 E i • •• • I•. N.. • • • 5 • • - ' -,r., • - • Apt=i 1 9. L.! '.-'A ,!, lii'4.5.1!'-' cI• • • • , , A11,0.0(21174, 57-. '4 g -i;:7:;; ,..t it't.':c) . • i No)Pototott A g i Ap.d.o..,my Ti - 1 ;. ii c::'2 e.e i,g es_e_e. .•':1.i 1 ,,,.• • • i tarn) 'm Vi' T , Alpaca tourtil F.' 3 if,wzo.....•Arah--,3,- Li• • B • • ,a MD P.FOoll . .S I kloOtt0 ot73011 1300813DOOMMIg " .:t i i 1 2 2:4_1-1.6 i D_ . ' ,.`' (=co ....`, p'' ,; ; ; ; ; ; ; ; ; ;; ;S ; ei A 4 2.g&e a•g.8..,,_LI 0. 4,•0.3.0,,,,,,, r— -(3 Zi e. 61 ' =.. g -.',-ii.d•°93.4;5at T . . " 1 (""'""''''' § F. ';.; '.- 3 § E. g Fi ,i2 M .=;.-- g ii E g g `,..5dg.gg'''''11•_'• B .. , .1.4' 410.0103,000.0v e o , ..,-g-g,,,,,,,, i,...'6- • , g.3 MOW.(=6, ;. ; ; ; ; ; ; ',T. ; i. E. .Z ...61;;II U ..-,..L. ,ze „, • • .2 .5 .0 o 55 .65 a .ssa .0 .z.ca 545 0 t 4S<< Egg 6 - g...“"<-•.• o- .- iri a. .........-..-..= U0 W _i r, Vi. 07 .,..• ra e0 8 5 • 133 < uum - I- z cut'• C. • A"=;L1' 8:" 51.4; -. > ,,, .., . ,,Mult,t-taingth: . . .3 .,23 CO i VI:ri 0 ITI ill d EA El 8 g El . A E.e.4 4 • S .„„ . . . . 5 , . w a E c -• '.4 I :6.i 2. 2 2 `4., A ` 23 N i Knati Orita tt 2 0 11 8 tt 2 4 . o ,4 Marion Capac ty -I ri) . S 6 0 c a-gn.1j1. uttion Capacity 0 M M C El , 0 73 a' F OM A ElEl 0 OD 0' ' RAnc:47ar.Cc.apacli g, . N. . alba:mica Capon, -. : g C, ACdty Re/ et10:6) — . 0 5:''' p ,-,1 V, t mann Cape 0[11112) 1 iAnchor Capac !lectured Rs) § 41.rooj; 0 0„ M 0 3_ (lbalitl) 4n0.-Zc c1.7,a. 2 m m -, K,A,Non xor m 1'7,31 m FA.,„,qA coo° m p 6 8 .vq,,F),,,› 2.4 2 „„T m R 0 , Mut ton Capacity g-. k' 4 N 2 1 .'n ':)C3 *°1:3 57 4'-' .".'. et .1 13 a °2 aSICCMPo ("2-'-' 11 mT) V t Arotar Cepa<ty g 3 — o . a Recantaa ans)'›Z(92C2 C° P.: 797' c 0 "6mmFim 5L",.4z 2 .2 . '':" i z 1111100011130! P(Its'i'';';)C'''''6'Y 2-7 Prr, -M cr3zp To v MhC000fty Requ.nad ta o ri,r 73>ZI'MF Mr1W M 62: f.n, • ....:„. g- II ill ClIgE„p Xi I —4" oMbffl21:41)081,301 i p, "ixao r) °I go 7, g -io082 F° E z 5 a?I g v 7, 2 Manor Capaci Retain d ba 7 020.01P ni*m , 02 o-im,-.7) iy.z 2 zo N 1Magian CaparaitY (Risift2 AAChpr Cilp1CIN 1111 :11111'""W"ti-3 rbe1 1: g,i1.05ez2 8N'g,' f gg a... t. ti MuMon Capac ty a. rralT22V• ',,A 6 'I'm .. 4 I ItE. t 1 4 '411F-ITZatili 6Ta•rn X' 07,iotsal f3 11111613 BEI 1,,-0.,,,„.,,c1,-.,-, 1 71300 rcr, 2 x a 2 di'.14 `'' g 111111328811 Mtn,- — 1 a 'n»Tom09 * R VP i gt 1 , _ t4 -F6 " E E Fte2rtred(that . gwEr' .3 tn2 c, Ai I 2 -i0OMP W E. g-P i; III ti 1 1 m Mahlon Capacity I 3 -ri 3 3°4^4 pa ra Zn 6 C0'4.1aMttli/I5 05 1. 0 ^ f28. 29 s. 0>ca> ,cn r , , i Anchor Cara ity ,3$ Li ii Fumk.dobo Tc-Aco El * 11 ili4'04 And.ailblb'n''''2)5:),..conTioNdiy: at: , -n0,13 l'r(2 P. 9 R.1,;'pl r! 1 RequYal(Ino) .,,.. = rn o z —__- _. El,. ,EMED . tl to nm- ,,,. i .... 0 -5 840"1 il 2d— P —'2- v tt .v a ri c. )i.3 ts o R (7b.,,...,,,,,2.., 6.-1> ,,,,,o,,,,c..p..ty d3 41 89g1-9P.g 1=0; Required(liaM :,ItE:,, 62. g_x :. .... p.. .ty. tg b A AduLlIon Capacity ,3 0- On0,1>E) 0 n 2 kn ,2 -4 N (6012) i 1 g § ' f‘1.,7, lc E - ;eon), a. —g ,,, — , >z .m...,r3x. r. c),, e ---1 ,..0 _0,-2.c _ .,, ... q c)gxi'-s1=1A7p,' 2R ti bi ,k,.! ,,,.. ELI. ir_i mc.11,1,;Capaely ,...z, _ 0 > . .T......,,..........•,...........1 7 -1•11... gm(7)P,,,,,i (X.' U' --: :7Zzr I! ,0 ,c9m>irEogi i F, ,, il,..—,-...........,A A $5,5F1.-r;m.a73 --ii I -4 zmZ-732,.../.• ,.._.. rE, ,- 5 z 00AZ i'm Z ,,,, z 9 ''2 . ii7q1 R g 9IpprIMG) 0 m-6 K• I-I N- 7) g • mE m f, 09 3 CA, 51 z me+1:1 3 4 jbELIO . , c- - \ 2 Cary:0 COPYRIGHT C,2017 POT INDUSTRIES INC ALL R GHTS RESERVED Tint, a 7 4 z IMPACT-RESISTANT ALUMINUM TUBE MULLIONS • 1. DesrApt on : :I : !I: ..,B5, 1 26 X 2 11 X 125 MULL SPECS Sethis Sca a Drawling No reel lialM .9 C.-.4 t...1 "I N/A N/A 6300JR '' -",/dIr .'• 18° 25 1070 1105Y01.047 cum $••• •••2, •;:•• Lt 0 0 . Cato Checked ey rate R2• N ?ENO&FL 34270 I 0, h.. J ROSOWSKI 08/29/11 C (041)480-1500 1'011111W° .... 2 Rae By v J ROSOWSKI `1 6/1 911 7 7,188 H AN G ES THIS SHEET FLcutr OF AUDI 0 20208 , i -I -I > Mull Length co Ca M i g :-: -6 s s s V V 2 El 2 T 2 t ti M P • rn a n a „ 5- ggo- 5 5 ,3579 B 77 oc77 5- PPg , ZA 7. 21 -n -n ,,, R , , co 5 a' 5 0 6) • 2 • g . .,0, 47, --t, g g t• g P 7:.• ,,-; .t. -6—a V., v V V v. "I'll'c'P'" i' 207/ T "' • . . . -. al .4 lat Et o b o 0 o 'a Maift2) 11 P 6 m !,., • -. -,-z fl -• , , g 3 rzigggggggi4 il i g r:ore.,°-;tY -4 ''''n • • o o o . o 0 0 g ° c :.•-•- .'', LI ‘'''',; !.?, r="4" i,' 5 12 19,19 m F.FF, c" • • EggEEEP, EggilgEggit:,„drcr)DY '21 ..,:: • • 9 K -RHIR g 2 2 2 '.2 2 2' 2 2 2 2 2 2 2 !QtriZc'"`ItY E I i c . . . • 01, . gvgal 1 i 2 ,1, 14 ,2 § § tig § § § -ir:Lc."14. -. UP P.) -• s c 'MU'C""ftY g 5 i,' 2 R 7 ff•-'1 . I, F. kAgggEgi' gEggggS ::=4 °2 9, 8 8-E 1 - •-•,. .. . . , - o• . •c,-, . . ..i.- . . . Ob9/112) im R'Yg . • = 4 I R.g --Ir-1<0,4:. mE4.2. 12 pre. 5! 1-1 'j g a E. g g E g g 3 i g is g Zwir'''•dc°617:"1 , Mullion Capacity -1 0 FA .g Pi.a4,1g hg ! io -6, ggg, m v N12 .`-lt2SP8t2VVVV ".4 I+, • - '• l= ,t. Pt a a, o o et o o a Obatli2) I I Anchor Ca aolty g- g- t >EISFI'M c'm.. M 2q RI 13 a'•-,,, i-.4 8.p.-!. . Etintlt2EgEEE 0 f 2 giRe.,,,,cg a - .) * 4t1-351iF5"? *`'ic' /.--4 wgg •q 3 g 2g Rs. w cz c),TIF-- apaT10 22E •=1 Rig 2 21 g N ot a •9 0 g g r, °I 9 il g i -.Et El. -8 kg g g 1,E g 3 TAI g M dR=reZbr '.' i 'lr;0 illiz 2 g - g a 01T12 w 0 51 ;;; NQII., t, 28, 5, 82 , , y g Manta Capacity 5, 5 g . Qiielft2) wi'.g .j.„. 7,-PT ,,, F,R ••-- , -1 >V g'i ' ,. tr 'A g V.. t": Si 2 g g 3 g g g F. 3 ?•=jor g4 g. g igicJ38 2E4 ! !IS' 2 F c oxo°2.T, gp . F. , gEga'',' g .s. uillon CnContlY 2 ...IVA ! F. 22222,22 .2r..) -1 ri , mom ligKr7F,4 S ..1. 5 ..z of...gor. =.1w 7., zo '22g . al 1 •I' °'.. . 6ggEgg7, 6 i,t 74, ,::; Agrodc;:r °I ii -2zq ';'3 sE8 (T, 61:,' ),..,„,..,1 • 4 7, 5 .-. ,,,,,i Li .:•:.. ! ! „,;,, ,g2 .... L., E ....iii.., .:1 ,1. Mullon)Capaolty 51 ? g. T1?2PgTIE 92M g t Crt-x.C5EK.3:-' 1.rt 1 tin 2 h• 2 z i,-.1 2 I E 7,,ii44 2 ,,:,. ,°,14' 3a 1- in —9-Ts , 92m 0 ''' p ,,,,, .7( g.•-• . ... -Tp,*5 M2 -rFI w 6- gule., $ g, v _, , z, v ., Mutlhatt Capacity _,,, E N 0 %., -. 0 ko tio is in ," '' • ," (lbs/f121 0Q(2,PI F. Ri .F:C4,11rt,i ii` •r, ms.. es El >ffR21 .„, t' YaER.: g,I g g 7. g E ..., g An••:7•Zkr '& - g --Jo 5' Zi; 1.;11 O'. Fe 2 P. 2 2' 2 2 2 2 ii 2 .5 mabff;'' '' '1 g g c K4 E Z1 - . E .gztgEg. 7, EBSSiZre.ir.jitY rEk 2 -g- PM°T, 25 z s a --.1.5..a: Et; ra tt g g g 8 2 t g g g .4 MuMon Capacity -1 7 hT, GP 14!ts, 8 v El 7 - E E., -4 - ,,,,-,i. - - }. ,.... ,.. - • . . ,ZI RbMll2) K$ o m pg 9 I-• h*P.; i g g P. g E.3 g RI g g g g g •":figLe7,„")1EY aa gli . ....g, .. FR57- • •Ra 2 2,2,2, 2 2 2 m 2 § ii, g "or.,;c'"d4" Eg - .1.@ Eiggr,, P,I,..7 m a E ig 'g § E i I,: t. 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M nl:.Z.Zt g ,C" e, •'..< 30 DEGREE BAY MULL SPECS ....,,,,,,,,-\ ; 2 T w *rrl N/A N/A 6300JR 19of 25 II. . M p 2.1 0 1070 TECHNOLOGY DRIVE ,;I:.'-fi 4. .6.?\‘‘` ..... , a Drawn By Dale Choked By: Data Rev: N.vr:NrcE,FL 34275 • i to 2 i J ROSOWSKI 08/29/11 C 1111/Itiilloo° (941)480-I600 " :‘, Rev.By: J ROSOWSKI Dat(36/19/17 NO CHANGES THIS SHEET. 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N t6t1I.4 '4 . 2 z., i 1- s: z :•--...,:-“,,xo, _ EXAMnLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4',THE OPENING REQUIRES A DESIGN PRESSURE OF.60.0/-60.0 PSF. 8 ..., r.. 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 37+32+1"=6.5.REFERENCING SHEET 25.THE COLUMN USING . IN°4"" 8 81 NO ANCHORS IN HEAD r---7 RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH 0F2-1/4'AND WILL MEET OR EXCEED THE REQUIRED h"; :2 DESIGN PRESSURE OF.60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ( .z, 1 5 : . 35' ,?,. a i — i_hr "• .....,-SEE 4...'IN.-SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375"MULLION(LENGTH=72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD L . , , ' FENESTRATION DETAILS. NOTES SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS _ P: s- ' ! APPROVAL 2-3 o 0 . ,-„,... FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650'MULLION(LENGTH=72',OPENING VVIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE EL. I — TY I ' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. Lo cq muLuoN . LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTTTY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 t• to rt t /- - ,C. — ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z '04' wL1-1 . SEE 0 DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULUONS OR FENESTRATION PRODUCTS,WILL .7, I SHEr.io APPLY TO 711E OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _i U) ; /-2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. . n . co I I : --_,---, I 2 il g: I ' L_ _J 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 636 LBS.ALTERNATIVELY, U.I 0 NO ANCHOR.3.119 WINDOW SILL -32.--- -WITH OPENING WIDTH • THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF; (60 PSF)X( 636 LBS 52 9 ( AY E USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) 73.7 PSF)= 4. LBS M B • CO p 0 co co cO al 0 Z < . 7 Z .3i X - 9 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/-55.0 PSF. ,_, .n ca < •,-• i•-. FOR THE VERTICAL MULLION: I- •,,- .- < ai .6- .0 INITIALLY ASSUMING THAT Al'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 37.77+1,105"AND THE OPENING WIDTH IS 36".36'.1'.77 REFERENCING SHEET 25, Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MUUJON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8"AND WILL 1-. :g _CO •CD u) CO., 3 0 194D . MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NOD'LARGER SIZE AVAJLABLE. EXAMPLE 2:MULTIPLE MULLIONS al 0.. ' . SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108',OPENING WIDTH=130")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSI' CE 2 R R PFLILL WIOTTI-11- siiEETs 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. CO CO 6 < ,FROM TABLE 12A,SHEET 16,THE 2'X 4°X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS < W 0 0 ,, z .in Ci., FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACMY REQUIRED OF 971 LBS. 2 4 k CD sCi SEE SEE 5.-1 ii 32' BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF 1"HE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'.36'.2,74",NOT 73"AS PREVIOUSLY FENESTRATION 111 DETAILS. p 8 .g",,,' PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN ' APPROVAL 2-9 THE 73"DIMENSION(35-1/7.35-117.2,73'). . PRODUCT REVISED US complying with the Florida IT I--1 r 114-, -- --i i 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR 711E CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code . I MINIMENIMNIIMMIIIIMMI , .......... .m ... w.. CONCRETE HEADER AND SILL ARE Er WIDE.IF 111E MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.01 VERTICAL I-.719. ..24 smimommiM_ 1 USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/7 GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26/2021 MULLION..-.i ...c._sEE 4.hi„......,_SEE _1 _1 LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. , DETAILS. DM-AIL E. ,u1 NIBYiami de Product Control . A SHEETS 2-4 1 SHaT 3 I FOR THmEaHu0oRNIZ Ty0:EALCOMUULLDUOBNEScii: ()SEN. OPEMNG HEIGHT BECAUSE THE VERTICAL MULL VVTLL BE A 7 X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULUONS,ALTERNATIVELY,ANOTHER flu ce' • FOR I HOED. MULLION n" IT . I . I , III SM DETAILS. SHEETS I 1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 37+72".7=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE = USED.FROM TABLE 12A,SHEET 16,THE E'X 4'X.250"MULLION Og3 LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE 2 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE or ti , I I II 2-3 I 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 IMTH W. (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OFT'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,MD THEREFORE SUITABLE,FOR THE REQUIRED of ANCHOR CAPACITY OF 521 LBS. 'g ,ot /1), ffimil .M=If..11 ....,_____ • _ S .HORIZ._41 31T,HOFUZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULIJON,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 126 FOR THE U-CLIP SHOWS THE ANCHOR E .s...4S'...• ocENs,.... ••-• . MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE ISA 012 STEEL SCREW. .-z-*.: No.58705' *. - (9-:::-.---; ATE F/-7 411 T.rz FROM THE ABOVE STEPS.OUR MULIJON DESIGN PRESSURE IS: . .....)302....,.:e :::: +/-64.7 PSF FROM THE VERTICAL MULLION; - -- -- '-- ,.._-.: : +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; . +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION} THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOW)APPLY TO ALL OF THE MULLIONS. . ..z ••••,,sy;.,•••.-C.ORtDIX.,•...- -...•••• 4- "6,'••.....•-• 0.0.,‘, 0 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED vvrni THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION R /7/1PNAI.- .,. PRODUCTS,IMLL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULIJON AND THE FENESTRATION PRODUCT BE INSTALLED IN i:LA.iOMILLOR,PE. . ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • 0 FL P.E.#58705 • , , i • , , 3,1;‘,1 Immo, 16 LW X Ni, • I 90' il —*—j1 ,11 menimmoimaamiesammin ,,2 ,, 0 g IM Nil '1 nilliikillik It 18 11,Ni N . 1.&.Rw 11 8' liaft,,Nail•100 g-c4 lik t II IN..., ......- 2F i. ?.. H , . ., g ii • or, ' 8 0 pi_ *)lillt,, 6. ,, -,,- ,z----, 'g 1 P •,......, 2,0 › § 0 , .,..9 2 . h ------v:a -E3 2 r Ti,,- IMEIIII \ HI * 114 . -1E r(1,8 I Nt ',\: • FA9, '`=' 1 H :,.•==-,-,-"--7-.----== --7-._:...-,,,, G.)a'NJ '-- --.-......:---; ==.•-..... 7 g i• IL---,---. • x 71 r"."-‘iii''.""N, •-,' 11 ! ‘1111 II ' i 1! * 9---4d lk \ \ P IIIL Vk '4 CI :, i. li X411' % 11, \ / , --..-,_,.... E.E , -'''' 1 11 F 0 1 ,E 11 * ...,,,...,„„,,,,... r 1 6. 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'i, p it E rtql ?-''' ••-• .. 41%, fi• O.0 L------- i . gsg,0 COPYRIGHT@ 2017 PGT INDUSTRIES.INC. ALL RIGHTS RESERVED -o i,2':0 il V P 5i:1.'.. •":.• m•k>:2 g 2 f:<- F. ji, '. 1 1-;3 1114:IMPACT-RESISTANT ALUMINUM TUBE MULLIONS 4_r-•a c,._ , , 0,•„...: fi , . :„. en Daccriphco: g Pr irt•••-' k..1 1 5', ,».: ,..7. . u, , a.c . ‘ LOADING EXAMPLES -4 R.4:.• " ../st,-• . K.) 09 VS Seder Scale: Drawing No. me 8- , S' c^ 6, "ri . N/A .NIA 6300JR sg,25 :u :".......••'43'\\.,s' a la p ma ,„ Date: Checked By: Dew 11 Rey: 1070 7ECYNOLCXY DRIVE N.VENCE 34273 * 0' g 2 2 1 J RdSOWSKI 08/29/11 C 041)4821-1600 1 IIIIII"\ . B RB. D 6SOWSKI '86/19/17 Ft'‘,10b6HANGES THIS SHEET. FLCERT.OF AUTH.A 292J30 — ._........_