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HomeMy WebLinkAboutNOA; Series PGT Clipped Extruded Aluminium Tube MullionMIAMI•DADE~ m - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION �CEzvi NOTICE OF ACCEPTANCE (NOA) Inc. 1070 Technology Drive North Venice, FL 34275 JUN 2 9 )20 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 4f86) 315-2590 F (786) 315-2599 ST. Lucie County, Permitting i 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 08/29111, 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 label 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. MIAMFDADE COUNTY - �� NOA No. 17-0630.01 r I (t7 ,o"p�1ExHration Date: May 26, 2021 c I roval Date: November 09, 2017 Page I 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 05105111, 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 51 Edition (2014) and with FBC 611, Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 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 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6h 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 06122/17, 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,poduct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 UITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE F---f MOWDTHFCPVFRIIGLLLNLL-�j MULLIONS / _� 5¢p OEFNLs AOpH: �� sNEETSN SHOEtM9 1 ATIQIV 4 /// III // __II/SFEOEiA65 �xoRlzwvrx� AuoH; L1� SHEERS )A LDaGin HdYPRRFI. NUL LENGTH ,,DMONAL E% WPLES OF MULL CONFIGURATIONS: —I N LENOTIr pENMOW0D1� r I NOLL / LPY.BII Hj r L SINGLEMUWON SINGLEMUI.UON ', BFE U' RBE6FfYNMG0EFA69 . FROYFtlL'RE1 •BONE CODES/STANDARDS BED: N ORDA BULLDWG COUE(FBC), BTH EDM..OflIOA BUILONGCBE(FBC), STH E01110NF&PANG&2015 FOR WOOD CONSTRUCTION UMDESIGNMANWV.ADM-415 M12 10 1) DETAILS SHOWN ARE FORTHEMULLION ONLY. ANCHORS SHOWN ARE IN ADDITIONTOANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARESHOWN. EACH SITUATON IS UNIQUEAND SHOULD BE EVALUATED BYAN EXPERIENCED INSTALLER FORWE BESTVSTAUADON METHOD. OPTIONAL 1%OR2 WODD SUCKS IF USED, MUSTBE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHEF S. 2)THETYPEAND NUMBER OFANCHORS IS CRITICALTO THE STRUMRPLPERFORMANCEOFTHEMULLED UNRS.MUUUONS HAVE BEEN TESTED AS'FREE-FLAATPIG' AND DO NOT NEED TO SEDIRECTLYAT MCHED TOWEMULUON CUPS, BUTSHALL NOT HAVEA GAP OF MORETHAN 1/,'FROM THEGLIP. 3)WEANCHORAGE METHODS SHOWN NAVE SEEN DESIGNED TO RESIST THE WINOLOABBRRESPONDNG TOTHEREQUIRED DESIGN PREBSURE MULLIONSARE G CUTATEDTO DEFLECT NO MORETAN LIIO THE 1M STRESS INCREASEWAS NOTBDD IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCIEWS. 4) PROPER SEAUNG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS. USE WHEN INSTRUCTIONS NSTRULTTI OTEB_�_t S E INBTRBONB--__..__..IAUU-1 Sf M1LLTOa%WOOD 2 �y rDtice MAfia m;T IISALLATUN NOTEB._— 2 MULLTGMMSOM1R'/ .---a H MILL TO SYEFI6'N0.-___J _ e� PRESSURES AND t CONSIDER 1 IWEV DESIGN PRESSURE OF MIRTWLE M VLLIUrvi Un YtrvCai rw�an rnww,a... v.......... W wG sF 6J WHEN FINDING YOUR 312E IN THE MULLION TABLES. ALWAYS ROUND LIP TO THENFXTSIZEBHOWN ON THETABLE(S). I�c�M� L & o>cANCHOREM MMEMTOBASEMATERIAL3 BEBETONDWALLDRESSMGORSTUCN.W000BUIX BYOTHE .MUST eununwm PwncFRl vT0 TRANSFER LOADS TO TH 3RRUCTBE ANCHOR9 SHALLBE CRATED ORCRROSION RESISFANT iBiESTMTlTi B) REFERENCE TEST REPORTS:FR-9M3; ELCO ULTRACCNIAGGREGATOR NOA5 Df .EuN oFAMTTe. CGDSWANB AND CMP3HAVMRWP DESIGNED OWIMp TESTED MT FU TONS. REOUREMENTS OFIEMFl WIABU BUILDING NIISTBE CODEANOAREAPPROV TONPMPACTANMN GCPACTAPPLICPTION9. MULlWN3 ARE ONLY TO BE BEO WTIH Y.T. PGT-APPROVED FENESTRATION PRODUCTS HAVWGCUPRENi APPROVALS BTWT. 10) MIEMONSARE N BMPUPNCEFOR BE W THE ITJ1Q. 11) QUANTRYOF UNKS WRH:N AMIILTPLE MULLED ASSEMBLY IS UNLINKED FMMDEDTHATTREGPAN AND OPENING WIDTNIHEIGHTCFEACHINOMOUALMUWONCOMPUWWITHT R UIREMEHTSFIGSN0A I—NORRMILL184R"--I MULTPLE MWJONS INSWUCTIONB: 1)DITERMNETHEDESIGN PRESSURE REOUIREMENTNBSI ) FORTHEOPENINGUSINGTHEASCE-TSTANDARD. 2) CHOOSE AMU WON TYPETHAT WILL FIITHEDEPTH OF THE FENESTRATION PROOUCFS FRAME DEPM 3)REFERTOSHEET25TODEf0MINEIFWE WIND LOADING IS'RECFANGULAR OR7RLWGUTAWDNPEZOIDAL. 4) FIND THE CHOSEN MUWONS MULLION CAPACKYneSIPT9 FROM TABLES IATHROUGH 1M ON SHEETS 5 WROUGH2O RESPECTI E Y, USING THE MUWM TYPE LENGTH AND OPENING WIDTH R HEIOW (DEPENDING IF THEMULEION L3 SPANNING VERTCALLYOR HORIZDNTALLYJ. TH 1) FROM THE SAME TABLE USED IN STEF,)ABOVE, MDWE VALUE INTHENEKT COLUMN ANCHOR CAPACITY REWIRED CURD. THIS VALVE REPRESMn THEWINDLOADTRANSFERREOTOTHESUBSTRATEBYTHEMWOR3ANDMUSTBEMETTOATMTHENLLmU DNCAPACITY. 6) FROM THE ANCHOR CPPACRYIlSS1 TABLE ONTHE SAME SHEETAND BIND YOURACTUALSUBSWATECONDITION(MULWM ANCNpRSUBSTRATE/ANCHOR-GLOP PATTERN MAYAPPLY) SEI.ECTANANCHonIX PATTERNANDV MR THATTHEREOUIREDANCHOR CAPACITY IS MET. T)IFTH MUWONI�L SIFTUWON CAPAGITY(ISS3IFT OSTAINED IN THETABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIRWENT�I FOR THE OPENING, YOU MAY BEWE'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE WWERANCHOR CAPACITT REQUIRED. WITH THIS VALUE A LOWERANCHOR CAPACKYOPTION MAYBE SELECTED FORTHESAMESU&STRATE N ,,FA�IRYTom' OBTAINED F RTHE MULLI(� N SWiTEM. THE LOWER FDTHE ETT4WOEHALLAPN.Y FORTHEFMIRE MULLm FEFI STRATIQIN PRDDUCTASSEMBLY. 9)H)Gu GHTOPTIONUSEDANDTABLEVALUESBmINASPECIFICAPPUCABNWHENBNGTHMNOATOAPPLYFORAPERMIT. PRODUCT REVISED as comp) lng With the Florid. BBuildingCode NOAlno. 170630.01 BapUaOon Dat�o 05126/2021 * : No. 58705 DETAILA MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) DETAIL B: MULLION ATTACHED TO 1X WOOD BUCKAND MASONRY (STANDARD CLIP SHOWN) R. , I 9@HE b ER .E I I �, xt-a FdtH0.E xaGTKNS a ST.WOPP➢O mP1.WY EE IMSTALLIDaY T0410.1HW II e' a . Em£ iORnuD/ sQiEYb yp MA%Ftli �c° I11 AnR41Pa9 'I ° a' EXTERIOR 4FC E .. A p6TM1FOR a d FOR . LW^mRY 1HECFFST4A6 ANPIICFR .• RECOXIO<Om PoR EXTERIOR �° . w,x sWw� &RUAr SIDE VIEW FRONT VIEW INSTALLATION NOTES: tI ANCHOREMBEOMENTTOBASEMATERUILSHALLBEBEYONDWALLDR INGORSTUCCO. R)OUNnMOFANCHORSANOMUILNONSIZESHOWNABOVEAREFORPICTORIALREPRE AMON ONLY. BECAUSETHEANCHORCAPACOYISBASEDPARTLYONTHEANCHORTOMN R01STPNCE, THE CORRECTOUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABIES ONTHE FOLLOWING SHEETS. FOR DETAILS A.D. OTHERTHE STANDARD OR OFFSET CUP MAY BE USED. S) ANCHOR HEAD TYPE MAY BE PANHEAD, HE%HEAD OR FLATHEAD. 4) WOOD BLICRS ARE OPTIONAL, SEE DETAL C, SHEET & 5) FOR MASDNRY APPLICATIONS N MWADPDE COUNTY, USE ONLY MNMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS ALON euG(SfRW TP'ANLXnX . km PQ15U85i(UlE AnncxuENT sEssffT.alFs tstla BY MENME 1. tltE t. s�EETt. M11I.l K^il '• .� ��'�'� ECGE "u{ cmcRETeaaaau'.. R¢ru+cE. �SBt3EETANE9 a' F.Og19TN10E FORNASONXY t6139 INC11gP5 D. ' n. y a SIDE VIEWCR + - DTXERTrC Aa cud IS CYPMAY 6E N IXlsA BY Txlsnamm. ` TYP.M U 1 ERE PERSI1 W.M a PFETAEIE1t0-txb PRODUCT REVISED' Xy�p pl Ing h•IN Ilte Fl,HBa µp Bulidng �eee A17-0630.01 grolt. .ENT NOA-N0. mERs, ex I u none, 06262021 fiHeED, 6+EM SEEnOTE t, PF° ° B Mlaml-0a P[etl,c[ ,n[ml NNSI NbICCK1iEfCDRCIN FRONT VIEW * ; No. 5870 A. DETAIL E: a y t:s•HVN MULLION TO MULLION y^ DETAILC: 7� INTERSECTION NOTES.. MULLION DIRECTLY ATTACHED TO �ylym (U-CLIP) MASONRYSTRUCTURE ulS 1 TERSEC ION& ED IN �EE'OR'CROss' §v o (STANDARD CUP SHOWN) 2)MYBEIIONS. 5 d E V ¢5 P)MAYBEINSTALLFD HORIZONTALLY 6Y iY (SHOVYN)OR VERTICALLY. N I TF. MVLFIM ' EIMHtTIE I PFRmOEIMIE. 3)SEE UlAIP ORAWINGSZEETS 2-m 5 tU FF STANBMD i eEETaelES lane TOP VIEW FOR CORRESPONOMG MULLION mmd W CIV NAYBE NULJX (] W MSTPllID OY I� ia�:. �y�(Yy�y VMIFSY�-1 n� J N TM9f@TIm I MLXOR9 IIR SfGFI-sCRE`N5. _ � � m I I ``• SESFOUW11O mPRE R41 k !L ``�MAl10NAfw Y5E5W (� IH EXTERIOR • 4a ° .�h O rtEaFisEramw `\\\IY/d Z U e y = F➢OEOIbTN{E gECpMNENpF➢fIX1 / eU Fvarn CIA Fe1Fl BIA IMEM1SEGNM µCHp6 y,'wo ewm6 ,/� uaa Lf � � F � 2Z N80BEUSEO F64 J mxERwuNETmEs. EXTERIOR 1- Z e • Z Z S m w Z. m m sEETaslFslaaos � seeslFala N-awX u y g� go so / IYP.PNfHOR 3 PERSI�SfMTE M0.ELmAT[E ' V% Euc sFErPslte tans FRONTMEW HwE J ATrAuuDTr vlsrAHce ® la— tYil W BYmI@R9. BEE n EIOeIfffNf,' .. SHBUI .. .•... �, � EDGE � �� .Zm{O s0 L— •:: •.,✓ •. - .• •..`�'s�Te�vLEs SIDE VIEW uwvzD mxFRONTVIE wx SIDEIweTemaD n-13B FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO PI Ing YrIM Ne Flnrltla STEEL STUD NOA-me �oae (STANDARD CLIP SHOWN) NplmUoNo. 1751261201 srADmuRE Exao-+Den Date osree/zozl INSTALIATION NOTES ' Lu ttP. AxCllat BY " i)MN OREMBMMENITOBASEMATERIALSMUSESUONDWALLDRESSINGORSTUCCO. %PER50831MTE. ® MIAmLA oP unf nVo TAELEG 1anB Y) DUANTRYOF ANCHORSMD MULLION SIZE SHOWNABOVEARE FOR PICTORW. REPRESENTATION • `� seEsxEers ONLY. BECAUSE THEANCHOR CAPACRY IS BASED PARRY ON THEANCHOR TO ANCHOR DISTANCE THE x1.n PCA MRMa OUA iWANDLOCATIONOFANCHORSMUSTBEFOLLOWED,REFMTOTHETABLESONTHE HaS FOLLOWING SHEETS. FOR DETAILSMO, EITHERTHE STMMROOROFFSETCUP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PMHEAD, HERMEAD OR FLATHEAD. 4) WOOD BUCKS ME OPTIONAL, SEEDETAR C. THM SHEET. EWE 5) FOR MMUL0.5 MNOR UCATIWS.S.ANUdI-DPDORMASO,USEONLYMIAMLOPDE COVNTYMPROVPD wmAHCE y \ ...YNN'"�,, ELCO ULTRACON ORELCO1/a•S.S. AGGREGATOR MASONRYPNCHORS. FOR STEFLSIwsTXvaERIwN sEETAEIEs ``,,oN......... ,y FRONT VIEW tewArm comuxr Ynm me Ftsume� talfe � t•' cmE,AxzvromaAwnNusrusm'• :�A ArrnuuENr evmxe+s. Nv. SB705 EXTERIOR usEwmvAXa+msPEa SIDE VIEW. ROLES: 1) FORD( WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. Z) SEE CORRESPONDING MULLION TABLES. SHEETS 530, FOR QUANTITY OF SCREWS DETAIL DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MUWON CUP BAY MULLION INSTALLATION @e (F-CLIP) (ANGLE CLIP) (ANGLE CUP) sEECErnnsno. 1md.1e- `� SNFETs 2IN0 BFoxwsrnuATlw env MJLL �` TOSPECWC6Lm61MTEB. N won s U aS 0 o z UUw Q o O O ET::] O � W O O TOPVIEW Kz sxwmwrtxrlxaTs. I TOP VIEW NULox B i — U k 2 I IXy 1 SEETABIF316BORIBB Z .EXTERIOR mmawom.mEa, auMGN a0. Wdamv NOTES FOR WSTNLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 12T X 2.1 V X.12G MULLIUN. 2) SEE TASLE51 B-13B FOR ANCNOR QUANTITIES AND SNEET521.23 FOR ROLE LOCATIONS. S)TNE2 SWPISNOTSUITABLEFORT MAPPLICATION. RIO ILI- .... © DD ,. PRODUCT REVISED B copryln w1111 No FlerlEa HBundi;OA-N.. 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ALLNGHTS6ESE 6 .2 -_ ° m ti t IIIlJII1^\I/\,�jy�JIII ° 6m iny.m - - =A IMPACT-RESISTANTALUMINUMTUSEMULLIONS C `2 � m c room a g5 iX2X.375-MULL SPECS 9 im2C '•\�1 •;�.� a c wmp sae. NIA NIA .ECN.. 6306JR '6 u2 taro .eeNwLar nerre ROSOWSKI o-08129111 c ona C x w n.wn (wq Am-reon I ii�SSOWSKI 06119H7 NO CHANGES THIS SHEET. 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ALL WGlRS RESERVED 9Z C�Q„1 n,'� 0 vet rr,°r a� f2 _ "o a 4m N�IM�PACT-RESISTANT ALUMINUM TUBE MULLIONS �i 1 X 2.75 X.375 MULL SPECS Sir i w •• N m aVl s.w: Ydrc HwM s.c >?ii y Z�Y,1,'-•.,,...•. '� e 01 ° m NIA NIA 630DJR 7 a rm° renoiaax omE J ROSOWSKI °e 06/29/11 er mmC Rry.r/ wo-ltm ° Jft"()SOWSKI 06119117 NO CHANGES THIS SHE ET. 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ALLRIOWSRESERWD m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS u m:? N '�4+,:'_� e a S�`��I�aR1 X 2.75 X.650 MULL SPECS v'ZC�' NIA '* NIA w 6300JR 8 as r°ro rznwMrau� lwrc i ..' •..., N O =O comer Cra civet eCi mM: Pev. N 4IXCL R J]])! m )))q EQ ]f bNO do u � a J ROSOWSKI 08/29/11 C /p!q 1!!-Ia00 ra 41111r 1�r` web. J R°GSOWSKI 08/19H7 NO CHANGES THIS SHEET. recta*. aaumuxseee Egg o D GjJ$8�88eFe Y�$ o �z5�5€5L 0 c F'n v 8'Ct® G 4 e z i w 'norm a-(�a��p Fifl, 88F��e� 5 " 9 r 888+N 9 y "8 e " R ; n 3FlaF bYp m fez S�£r�`ap4 9A+J+J F��$F >6 wHN�uR P>P qvF ��Faas > �@eggg{ �g S5:'e."xu- Hey 69>QH6�§�$ 5eym�£�"s��& sasses +ga 61Y11 Lene1M1 r YM 'Y g 3 C T T S 4 S T S A S S 5 Y� S e G S S u � °arm @ c � o e � z z P��Y,�ally �s 5e5gxo9?�e�"sG$2&w�mi"�� oo a 000 ve�acw,.xv B G�# a e�� o� Pe�iMl�vnb T b# N ff o L o v� c"� a b( (tlYa�Ymaoln Zgl f: slue="a l;leee3�5®e�ec�i'$� m Uap G-P6B um�e`b eoPalajcc+ti<r £ S Y,w„a`w)°y ® x e£ 0 0 � uueancoa.am s geffi�n5 &i; u£a'e5$=MamcmaaMm .. m Yea.NaY ON1 Y y= K x 3; s a Pama.e�l" 8 m £ e e 5 5 e 5 m s£ 9 9: � 5'"`"@crvwn Raylna Pal � ee5&cff�@ig:us-:Mawcaawn�g T v " ngma a.l Y 8 b b ii Y 6 Y C .v a PbY!'n a$e�E55$y9offi£PEMm,�`P�n �� q29q2 uwua cw=m 3 6, "a e 5£ 5 S e s Malmrc,p,oln � d b b PNIMI � Ole � i� S � e = n,mn,a Qm+Y mCmu�ee� LGP,aMy 6 m 'u G i C� s � C � oovaawnxl manncq,ab y £$� e e � 5 !o $ e s Ole ee�� >3 � >k e 5 " " w b a mP� 6� 6 8 � 1 0 111]JC,n,lb y� S y+ �' o .v" � 5 u n & : p LI � m g8' !3 a �_- bog�sowim War C®,tlb � 8 4 2 ®m • m m a A n � � N • E m Ln v p • T N � m m i y • m m c m m �_ • g c m � • • H •zi m NRs € mN m o o NyinY.' Epp n A' +nFcm p mZ3SS t�p pzn Ci�t y cpiZ x�mm�(1 kyjmi E� ^z T51 p�3�N o g;g oG= Ea� oA_�es y�yFrr � 5g 2N pa I11 r jQz -Iiny3 Szz Y1 LN sC�yo filOpy yy ImmmnYNg3SpD Ny rF�nNgm m� p �Qfm �A N P'y�NN ;mg Nwp�ps NN Z P ^ ayuC9 i .a S�pD P �N` of �Y o l0 N 2 NNN P p Q ��ii ��y w� 4 gg5�59 D5m !$ o$ oo>ioD�gpi x °s PHr �� �•� 1�p,Zy� EX o ���3� �sgi Fy $mzPJ IAinm2�`! i 3ovjEmoo o gp ,ad 1 �qTT'�' ` �)J� ? 4i i� 3,a a p m0 m V ppE F tea �C COPYRIGMT02MT PGTINDUSTRIES, ING ALL RIGHf5 flE5ERVED y ¢Z (p J o C m D. £A IMPACT -RESISTANT TANTALUMINUM TUBE MULLIONS mt1Pti'.' �- v '^yS2 a c 6N cvR�a�a1X3.'125.5 MULL SPECS snmc Ci • . '.(�� �� a m W m N/A N/A . 0300JR 9 m 2 ima TdvrnaN• yay. in iTl' "" � r3 0 30 "SO) 4 YYt pn.mer. m Yw: a Y]M[ n aam TTgER111 INIP` N 2 J ROSO A �08129/11 aamYr: C MO aeo-.aro 7 R�ISOWSKI 08/19/17 NO CHANGES THIS SHEET. PLCERr.mYNIR I.M jll T D �QQ'PQPQQ g g;dFt�6F"s'sY_ � �$�F�6Fe$EY y N y y t0 SS�®®FFP S HH p''n inA ®®-nn-§'§� RN�g9�d� �9i2' aaSHe&fifiqq&�yqyqyq{v 9TTgq a'le �a4AA�33 QPQPQ e 5 a � Q'PQ'QQ`'R s�FL�FW�NY P'PP'QQ Fii`$iF" g E5 d R QQHQH':$ >iiQa $ Q r' � [F L e �s=q >DDpH9>��K CC Pe Q N5� iBi�$y�1T'_Y 89 �FFW)gF>$yy^ gg s� P�'Q�QQe��yEa EkF5£�£E�g�O� P�Pp �q S�Fd }'gP¢Pe@a 3WSH�E PLj ��� QQPQQQQQ YYYY6 MuO lames S S S 3 4 S S S 4 S S S S a m Gi LmCQmig���eg m.ma p N � " u n e ep 'adA£0$4£�uG�uL116RR� L m Y L N a a 599£sil$T£g9£$i"w;v.eomin�® 8 d.oe¢mELEEo;�Ex�,w.mY _ �4 e e G�� L E� e � i m i e e e lmmiwro2e0% � S sw,�'3 9 � G m v s i ':: ya C g98 � E^ a 55:£E� £ S£ 8'Y .�. NmM f�xln �F s' m m Imvezi � i .% e� e m E�sR$e"s95�e�Miw 4 Obi�IWawMv g d l� �.syae�g��Qxe� � 3. • b b L b � 1� ��FFC�vonoeno �m�r.n 3 ey�wgE�Eu:36w��Wm•.�. 3£�d5$3Ss ��m,iw�W® u 5 Y� $ � b 6 �e ygme5 � o. MuY4l�eeln 5g5 9 n� U S& y C y� R a Y6 h S W Rery �M d 2 m T m T tpn y m • e • o m� a 4 8 a m m T� N • •� • C ®C m �P T •w Rp����y �Oo � �i x �gs`^°� `�s y$m cpid 022 �1C V p o°sue eS Szm EE y myzy O NSy-Ip 3T0 OC 02^II,iJ1 a z go�Q.sm =g9 ° (3 O 00. � m °�uNF m9i m gz 4 0� �p y$ysTd HA F mw yS;�~O gy0 O o OYYY°RMO °o my p y'FF Y3 � m 0 2 PP �d o A pq oo 2 ll N F 0 55N ;T ZO m T m�N yyy� 2 (yE my za Sm O 3 O�ooxCm �"� f D m �m°d ggpa L�oapc a �Z a'"~5 m-tbp"* u�� ianF�z2 '" 29 on i-s V0 5 VHgmm,08 g f°N4=_°��P F i8 m8 �'o og��8�m g T y oy>. o K •S oM"�2 pp 9g g i Y`\`tiaosp O n Y Q :^m0� 2 •,y M° G YRI°Nr02W PM1NOU6TMES.INC pLLWGMRESER n ti k C;CD a m i< n 6 .a Z mIMPACT-RESISTANT ALUMINUM TUBE MULLIONS = Sm v 1 X4 X.125 MULL SPECS N�m''C •.� .' � m F wm ss.a N/A 'N/A 6300JR 10.2 ° IR iN ••.. %�'C�. o e —O b..�ar ww e. P. w. '°xnwcR c n Nm eie�('ER•"* li„�� • w ,. $ JROSOWSKI w�06129111 C (w1) wo-rem JR6SOWSKI O6N9117NO CHANGES THIS SHEET. acrm.ovurtR.mne z y P A D v • m � • r �D g N • C m M1LI nn 3 • N 9 N y c � • •� m • p �m s w Fn o ' A • D • m • • i 0 m g ®�ul • p • m D •w n3 fISH pOc O 3 Y 2yb g=o m�� O mD> mx0 � 'OX. mcs � ip �yE. z t t O CLm 9 �8O � N oiF^� �'mz z� BmI -ni o`GOe Om 0ro� � A$ Py�'12 NCS P2 Gag os� 2A2 ��oxa o ESL F H e�mry'm�� cT�p � 2� Gfj�jNo mb� Qm w�M�_Mim pipg § H �W6TS �1 NDOO 2meyr So_a 3 YSSYYY o n O- zb z g�i 3 =fig j Oc3 y ego qI $ g;. o �mmQyF� �qo N r v&9img 0 m s noFm5m�5m 1� i 3>E>z£sy " >gP ozG�Soa I5- N2 9 CCCOOn p 1.iP51�jIAAOs QZ [p1� zN �om�yr-m '055� �U �p�mn�E��mli a SE,3�gat [ e y0zzi 0 s o cx b �ggymapzD p s .. 9 '-2ao�mgp C+ ...... ... ...:Pyres, OOP"RIGWO2011 PG INDUS U,MG ALLpIG RBERUED y e mt>!:3! P �.'� 3 g fm IMPACT -RESISTANT ALUMINUM TUBE MULLIONS �r 'o uD,1 V SC 1X4X.376 MULL SPECS Amy' yl o ro b am s s 1-N, sw q�` N o +7 O NIA N/A 6300JR 11 w 2 mro 1rcwMvccr awh 6 O' —0, flvrlN 6l — — N YfNCG iL ]tlro JROSOWSKI OBl29/11 C ��I II II111111\\ m e. m bum J R�SOWSKI 06l19A7 NO CHANGES THIS SHEET. RCFm.Op nlrtns�ae m 0 �,>§����&£vv y Poy b 3zgm•��® s F FNP��PF�a HODn�Y v �aPoOnnn DD �fbpG@�p�Q 3 y 11 y4H9gp f 3���Wa oPP_p❑❑ $�' 3min Yqq qg qrqj qq�q9q q�qqq�• ¢P'g896P�' 4' •$ g g¢'gPggg �FF�FFFP�: i gs"-y"ems 8 S�Fde_ i I� P L'NFS��IFB A s FFiiia�':- m � g sfassFms "a�a £F£SLii-•ivy'"' ��$�F$Rf ;•=�m Y PP ¢¢+950 g P'PP¢PP�sy�y g ¢'ggggg�r�� ¢P¢¢PPS¢ MW LenDlh €a S B T T 4 4 4 4 4 4 4 4 5 B a S a P i m n Q? R P v o e v e e g' ummc•edn Q ~ D � tli m •��� � • is 0 � � m m n Y y1 m 0 A OE ® m ® gii c c m o Am a v m g ®� mnyy qq�� yy y�y y90y 80 C 2y m a ny $ o v so a azz ocFpb z-z Zm o i Omm'!'no f7im if11w PL l y� N Fn;C3p2p €���z o m- �® r z o For Eo� m s� -1 F C T. 1aRCi'y C FATS AN KQ OZn yOO y try~F"y�i,cg� a-Z [rn s �ogK z.a m m > mb 'tx .yys�i8b,'om Pz 1� > a�R myA RI p p 3Z MAW gO pp O �y m gio°y dig H0. oxE�(3I'z io. G' Z S; "O ug� A yo onA_ Fgg Po m6 in F� 4�Ti+ —y 3 n%- 0D9C n 22HEP$s�Yo K 0=1 0 yZj9�y Dn ��� mAOC b g��oQLiEr�E4$ c T �om K-m u $ yj oogO��a� g Y m 3 N iimma§ o RR' 0Emgo Q � z 1 �111�d ii*aa�i 3m G' on�y r 2'i b H'30 rT-Z yy;'� >) •'':TyO� Y Tin COPYRIOHf 0401] PfiI INOIISTRIE$,WG ALL pIGHTS ftESERVEO #3 2°HDy P n't. u c + =m oamIMPACT-RESISTANT ALUMINUM TUBE MULLIONS _ y ;i S< 1.25X3."" X.265 MULLSPECS is _ r r3 am s..c sma Oravxw slwc *o NIA WA 5300JR 12a2 Pff typ iawaan oarc �R ' �f� \ 0 Q peW LTw8ea 0y. Unte: Rw. N KK<L R ND! 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SiabW Doeeca ee t• 3-Y! 1• R-VY SVC Y ?VT 1' 2�VT Y Y110' T ¢N' ¢]Y 0]M' EmmOaad 1we 13T Ld4• 11Y Y 441' 4VY SI/1' 4lle 4fIY 4UY Y l.ae• fJ'C VeIN 2 KLNIa@A]S W(aOL./9aAaaa OmNClp(ilal 9Y bf 191a IARR 0`Om +N1 Pa 90G9 281b SSI N] ]a01m NI Wa 6Nm 4am Nlm NO. See Aa a ArtAve®LfYYOa QG]a1eGm{V tl6g4m Rj Nlm }Nm NN WA WA NIA JTae Nm WA Nm WA WA @2m be. HNIN tArtmo ®TNOLO.CI{ZI36la9mtlmlpi9lT I@m TMm �Na 11@m 1W601 40m EWm N4 ]EOW Tqm B@m 10@m 6V Y+ m5m 113Tm ]Mehb®aNnh OA.IOLONY0e.1W Nma 5lp a] WA NLL NH WA WA NIA WA NIA WA NIA WA WA WA WA 850m t ArcNIFpp0ia0 +aim 1Wm @Sw Naaa a:xm +Nha 1tlm tTm .nalm a@ma 14m ITam 170ea :11m imm RM[bn®l.1C Wa QC]Fgp iBl R@Pa 99m WA WA NIA H/A aelm N01 WA NIA WA WA N1m NRm Np@a FIGUREI: FIGURE 3: 187=0 FIGURE4: FIGURE 5: TABLE NOTES: FIGURE2 e 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE SHEET TABLES AND SH25 FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALIATON METHODS. r-q 2) LINEAR INTERPOLATION BETWEEN MALL LENGTHS ANDIOR OPENING WIDTHS IS ALLDWABLE 3) MULLION AND MUW ON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT D WENSIONS, SEE ANgE SHEET521-2A HOLES TO BE DRILLED IN THE FIELD FDLLOWING DIMENSIONAL RESTRICTIONS CUP MUST SHOWN ON SHEETS 21-23. FIGURESSHOW SUGGESTED. APPROXRAATE HOLE LOCATIONS. • 0 IN USED W PAIRS, 4)SUBSTRATES: CONCRECONFORM TO SHALL CONFOTO ACI3015PECIFlC4SONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNN(CMU) SHALL CONFORM TO ASTM GW. WOOD SHALL BE PRESSUMTREATED YELLOW SOUTHERN PINE WLTH AN SO OF MOS. ALUMINUM SHALL BE FIGURES: 606}TS MID BE A MNPAUM OF.100'THICK STEELSTUDS TO BEAMINIMUM GRADE 33 AND • .O THICK(18 GAUGE. STRUCTURALSTEELTO BE ATLEAST.I29THICKAN0 A06.M ANCHORS I WO METAL SHALI. EMENDAT LE1ST3 STREW THREADS BEYONDTHE MATERIAL • MO&312 ANCHORS INTO WOOD MAY BE STEEL. IM S.S. 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A RIGKSRESERWD aa° m z� a IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 2 X 6 X.25 MULL SPECS AN �%•= n a O pH $ R fical¢ L.TMnp Nu 6MM 9%`nei`�: u a =o N/A NIA 6300JR 17a 2 9y, pWtlby:Pev. IOJe 1fC/P:MDEY gthi to %i�F.��`� 3 'w s JROSOWSKI `06/29111 C n.mL[na[ne rom m ,mP e11nII II1P1� ` JR6SOWSKI Ofi/19/17 NO CHANGESTHIS SHEET. PLceRT.W.I. M"Il LenpM D e : Mid.1 Fi s Y d A B ffi Y� R i v�N s s s s s s s_ s 3 ak6u�ao�$� dgBkm9i=p§uwmuPmn 0 40V1�. �� Y3 L E 8 � o� tl�� Repuad�eeR� m�aomG4e �g G N.mrnc.pJly � a� #'JY B S S G �'g "Jvwc®.W m.mn §$ 3 m 'R a' n� id E S Pvytrb�) e u b o - w �� Y S MMVCgsM 2.� �Fya d � � -1 Y u m MaMt�tIlp S 6 R 6 H N°9JMWa) 8 O {I � rR � m �¢` MVSmfiFaRl ewrtp 6� 66 G� a y e m =o's�5iia3��'aS a � 8 6 � § Mnva�n � ReWeaQml 0 8 Revel am, m u MJOonGryuHy Qg11q a1 y fin{ �a yu q _ roe...alal dC°�SX'mmnRvmy � p SS PB m Kxwa,c�n m."A 3`s �y37 T y rm m i T ® e v 3 C " 9 y e X v �E7 y V F N Q < a +2sm �*0m8.. pp— �y0Fp�m D:•NJ2 w 00 A � O p 9e. No =m Ez m c'ypy`'p2p P2N92� pv{- J A� n myyyyc Pi Hy'Sy ;,55 r� t�P Ci ��2 yN 9, s 2poO�j2 F�-y g. Fy ro og F p TSm o— € 10m!N; ozz Sin 0 �� g a;Ns pe roN 2p oCY 69 Rio �o o o ��Bo w�x�Oo� {. ,o yO�E 'F ®NNE AV: Dr� Np F1 61 zi O FF A T 2N N T ���Sv ywcm pp � o = .. �1 0g5ri9D6m �De 1 i AocaiEcDiP 9 � N rO�S ap SpilOTO r3c' p z �n 0mamf°c_8g°mt H z ti �o Po o": g ° �2,c�i o sPggp 5 02 gpq r�0;� 'z '•2' � ar.Zp coRVRlRarozon corwousrares.Iruc. nuwctrts Resenveo myf a RN iiK_ a 8 IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 3�n ae�R 1.26X2.11 X.125 MULL SPECS m:2 •:�FJ :: 5+ e 13 'm Sin sa: ro. uNe N/A N1A 8366JR 18 � 2 roro rzaanar oarc wn: n . ex om«. Re. n wucc n aura \\�.� d p c J RO$OWSKI 68/29/11 C ryo) Sao-,eoo hill11 l\ n T9: eele' 4-0C' J R�SOWSKI O6/19N7 NO CHANGES THIS SHEET. nceatanm"x zmna c14o L°nem m D S p�e�aH"x"n&9HE�����," N P' SJ 2 y@Y3 x �eaHsaaa�mvaHHgaM<N.�.o�� "a = a Fig d a $ s > a ill @ eV rtN�.) F F m A g v S e� 6 2� Ba o HS6HS"x@H9H£aauwPm �1M3 � � 0 0®+• $ o y 'y F+ e n m � m �F-1 � �N o g a Pao C m� m y9 QQQ a in y (, S f2jKO`a' MM. N.'� yK qy T r•P�m OnW2 mN m b6a L e y���E s� o QQPr'`•'P °'DNV 2� 610C S AA L+ _ NuS Z 1.6 E'm NN C ry Ogi�m� gy2m i ZO ���=y p N o o 2z 69eioOyn vFi c MORyayac $�HCc Q 8-Ipii .1z g. 2� QQQN B ;p El 0 oFio° L FgEY 's <��S°G �rj��N�ii'i m�m n � 86Qia R g r o a ° �4 $m8,g s W Nm o�Rcy z° gmo T,2 a deg=Y gg°+ Nmm$ oo `� o PQQi36 CD� Sypi R�'�f9n. A NN¢vt g °y guP{{��E To @QP. ya�E t� o3no D��^yx x a �K Az�Z�9 O B o iz v z g i 30 C pIZ oPp 9 O .�D N c LO••Oy ° m P s� ry OPMIGHT0201] P(II INDUSMIES.INC. A RIGMS RESERVED 2'D D PT e: z g °=m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS m A RZ •.., 'N ^!,2 , 4 - m cT... 30 DEGR BAY MULL SPECS 8''4 �'� `• '`�� is o 9G N/A NIA 6300JR 19a2 14m Nanro.°Pr Hans No D 0 u»am cr. cn> Rev. N mux a �.ne J ROSOWSKI 06129/11 C R Rev.9 . wb< ro.G .ao-�eoo J RbSOWSKI 06/19/17NO CHANGES THIS SHEET. RCERr.aveimwa�ee Wit MINI guw# do ID3ov 133HS SIHL S30NVH ON LI/6LI9D INSMOS4aU,f `�Ilwuq�L °011 pn) O LL/6Z/80 INSMOSouf c o °+ No * amr v asa N .w wm "aOPT'a0 <ra .suw a B F........, d�'%, ui wW.Wrw,,,m oml ot< e « ; Z NOZ 21f00Ee tl/N 9v w o ^ e u°n _� . „ .•. `J,/ �ry�uy 1�16 'onbAea TeA nN5 N'i O � ' e �Y. y�d �i 503dS llflW Atl9332i03054 �$ ' o u ii o•. 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I I } A I I I STANDARD CLIP 'W}T6 ALUM. CENTER OF ANCHOR HOLE MAST LIE TOMEW WOMINTHEDASHED 60UNDARY.SEE 6HFLTG S17 FOR THE ANCHOR O.C. DISTANCE MAXMUM ANCHOR HOLE DIAMETER ANCHOR OUVAETEfE• 1/16'. 5.50G'—�j .3T4 3 S IN. MIN. _____ -r ------------ j I I I I I I 6 I p I I I CLP F�,OFFSET1 .1�,60 TOPV 5' 2. .12 ]50' a375' T 1'X27SX.3t6MUWON 6041. %SECTION I 2.126' ucuP I 6C81T6N11M. J45ECRON .7� F- � MM. A I U4A P 80TOI AWM TOPVIEW ZHOUE NTEROFANCHOR MUST UE RFYNTHEDASHEO BOUNDARY, SEE SHEETS3I1FORTHE ANCHORaC. DDTANCEMWMUM ANCHOR HOIE DIAMETER PNCIg0. OMMETEN•iH6'. TABLE B 1'XZd7X.66PMUWON 606i116=1,1 XSECRON -'I I-.125• 2X5ANGIE CLP 6W3TSALUM. p, %SECTION L 2T .376• MIN. F� --------------------- A t--_—____y __________________ 2XSANGLECLP (t061TGALUM TOP/IEY/ CENTEROFANCHOR HOLEMU3TLIE WtMINTHE DASHE0 90UlIDARY. GEE SHWJM ANCHOR HIXE04WElER: ANCHOR OW4ETER• V16'. Mull Dudianon ph..tf) POT Pert# Mullion San. Clip O05at Cllp U1Ap Angle Cllp V X2°X.12 (E) 56605 M113M 6651118M 666243M 666511M 1• X2°X.377 (6) 665006 M114M M1119M 666244M ESE512M 1•X2.7WX.375'(O 66607 666115M 6661120M 666245M 666513M 1•X2.WX.650^(6) 65808 6WI16M 6661121M 666MM B6W14M 1°%3.12SX.500'(S) SEW7M 6W1116M WSII14M 6662421A 665515M 1.2SXMW X21W(12) 65641M 6661117M 6661113M 666241M 66W16M 1.26'X211°%.125 (18) 69370 WA WA WA 665517M NOTES: 1) HOLES TO EE DRIUM IN THE REM PoLLOWING OWENSIONAL RESTRIC110NS Gl F ON THIS SHEET. 2) SEE SHEETS 6-9.12816 FOR SWGESTEO, APPROMMATE MILE LOCATIONS E ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METH0M TABLE A 0lmendon Velue Qn) For Mulllon: A 1.625 1• X2 X.125' Alunara m Tube Mullion a 2854 C O.SEE D a740 A 1.125 P X2•X.37S Aluminum Tube MWlien B 240/ C 0.835 D 0.49D A 1.875 1-X276 X .375Mrnin Tun Mullen B 3.000 C 0.76] D 1.118 A 1.312 V X213 % Aluminum Tube Mullen B 3.01M C 0.476 D O.WB A 2WO 1•X3.12SX .SOYAlum B 2837 C O.S63 Tuba MUD D 137 A 2625 1.25•X3.18S B 3.282 X.2W Alum Tube Mull C O.E62 D 1.762 126• X2.11• ' A 1.813 AD'Alum Tuba Mail PRODUCT REVISED as plYYln99 with tAo FloH6a SW141n6 C afie NOA-No. 17-0630.01 Enphati.. Date 0512612021 yr: NO. SVCS tour Una, LET CENFEROFMCHORMLEMILISTLIEVIffifiNTHE OR .37V L5055 MULLION MULLION 606}T6 ALU01 6063.T6 ALUM. XSECDOM %SECTION J2)(12SXJW 13SX3.2SXA2P MULLION MULLION WIVIr ALUM. =5.mAWM XSECTION %SECTION rxa•x" ' •T•-MUI.um e fiST(IALUM .3TS 3.125 %SECTION MIN. 250 1 I 1 I I 4' 3.9low I I 624'' CENIEROFANCHI +1 ffiD• F' YATHIN THE CASHI 1.25•X194•X.624' SHEET610.1t FOP MUWIXJ 33T--- =TANCE. MA%Pdl 600ST0ALUM. \ WUIETERANLHC X,SECTION \ I 1 I 1zs• I .125V 23Z 04SBAY M30'gAYMULLION 606}t660-SE ALN I %SECX-SECHON NOTES: 1) HOIESTO BE DRILLED IN THE REID FOLLOWING DIMENSIONALRESMICUONS GIVEN ON THIS SHEET. 2) SEE SHEETS Ia. 11. 15.15, 19 & 20 FORSUGGESTEO. APPROxmm HOLELOCATIONS. 3) SEE SHEE7524 FOR GENERAL INSTALLATION METHODS. i CFFATE FLLIe,SEE 3]5' �DETPA F.610kT4 I I I I I I I I I I I I p I I I I I I I I I I STANOARDMIP LIE 6WgM=m SEE M MEW OFFSETCLW 0060.TOAINa. TOPY£W 3t5' CEMEROF r-------' ANLHOR I 1 1RI MU9TIIEMWITNIN T,lEauSHWuNQARY. BOUNOMY.SEE 1 J SNEERS lan 4 FORTHE F ANCHGRO.c. I—_— uNm (Im MOMUM ANCHOR ROLE 1 DIAMETER U-CLR 6053-TGALUM. TOPVIEW TAR) F C TABLE C CONT_ Dlmenslon Value (In) For MuTHvr:j DlmenMOn Value On) For Mullion: O 1667 1.0W 1'XYX .1;Iw Allnnimvn The MJAIon F O 1.W6 0.600 13S 3. X.W4• N.I. Tube Mu0I0n H I 2E80 2M H 1 IAO6 3.250 F 3.1ST 1'%4'% .3TS AlMnlmOn Me&T F G 2.025 1.126 1.25•X3.94• X.624' Aluminum Tube Mullion. O H I (TTS] 2a30 10W H 1 1.506 3150 F O 2.250 0.]50 12S %336' X.10P AIMn01ma TWe MISiOn F 2613 eIYB MW F 2615 a5•B Mu0 I 1.500 1250 �Yull ObnenNpn Innecto, pOTparla Mullion and. Clip O1vl 011p UCIip Marianna r)(c)(A2b'(f0) Mae W8111U 66611= 660241M 668516M 1'X4'x.376•(11) 66610 Wai12M 6661123M 66Emm 656619M 1'%4'X.3rsT H1) 11S %3.25'X.10m R3) I9 XILWX4MV(14) mm 20IW=12 4161=15 666112M 666H2TM 60 IIMM E661120M 561 066112Fd 66MMUM 6662410M 6262411M 66661910 6665115M 06Si16M 1.2 X19a•X.6V05) 20162 6661112M 6E011MM 66a24IM 666517M 3013Rlee R9) 06649 WA WA WA a0uillom g5Oe9m(N) 6E650 WA WA WA 6065111M PRODUCT REVISEDFlorida plying IIM1 lM10 Building CCOODU NO".. 17-0630.01 E%piram.n oeeo 05126/2021 Im *: NA Was TCRI F F Mull Dlmeesion PGT Pert9 (sheet R) Mullion SW. CIIP 0 71 AnSle" F -Ir—•12S I Y X4`X.2S (18) 66602 66626110 6682]i, 6566112M Y X6'X.2S (1n 68604 66626BA 666272M fi685113M STANWI)CUP I UCLIp 605mmuM I 8n53T6gWN. %-SECTION Y.12S X-5ECTION NOTE 1) HOLES TO BE DRILLED IN THE SEED FOLLOWING I .12V 1 .125 DW-S10NAL RESTRICTIONS GIVEN ON THIS SKEET. 2)SEE SHEER 16-1T FOR SUGGS= .APPROXIMATE �,.g - 4 T HOLELOCATIONS. 1.6 3) SEESHEETS 24 FOR GENERAL INSTALLATION MEiH00S. 5E0a' rxo-xs M WON Me T6ALUM. XSECTON E �,_SEEOETALF. .37S SIEETI MIN. r_______ ___I ------------ I I I I I I � I I I I I � 1 STANOARO CL CFJIIEa OFANCNOR HOLE MUST NE 656bU6 vm —WIIMNTHEDMI-EOSOVNoA Y.SEE TOPVIEW OISTANCEWUUMUMANCHORHOLE OM ETER: ANCHOR OAMETER 41M6'. 5.50R OUf N5R5T0 {� IWW_ '! I CRFATEFxp MW. IF'SFffEf IALF. rMIN. 1 I I I I ' 1 f I 1 I I I I I ' I � I I I I 1 i 1 I I � � I I I I 1 5.4 I `- STA6DAR0 CUP TOP NEW _ 343p• CENTEROFM MRHOLEMUSTUE WITHW THE t=HEO 8MWARY. SEI SHEETBI&ITFORTHEANCHORO.C. UCuP 6C TMUM USED FOR M X 6-MULLION SHEEP 17 TOPVIEW P 2X3 ANGLE CLIP 606}TSALUM. sY 2,ppp• %SECTIDN N N N IF-5.056` 3T5' MIN. ________ I I I I II � 3 1 IL I I I I .3t5 l ________J MIN. MANGLECUP S�TaAWN. TOMEW 3%SANGLEcup PRODUCT REVISED pryI 9np with the FieAER Bu0Uin9 C Now-xe. 17A830,01 Baplmtic oat 5/26/2021 BY— ePra4uct nlml No. sans P.E. EXA PLR' SINGLE VERTNALMIIWON RMµNR6_Y^_NHFAD R IEIGIH TAISHEESSHEE15 P3 MIL OSEEMETALS. slurs �21 Ca-sIi YID-3YD H1—]OA� E%AMPLE 2: MULTIPLE MULLIONS UeH [IPEwIJi THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES, THE WINDOW FRAME DEPTH IS&114'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60VI60.O PSF. RECTANGULAR N 13 IMULLION MNGTH IS W SREFERENCING AT MASTME WINDOW FRAME DEPTH OF WILL MEET OR EXCEED THE REQUIRED OR 4 ^ & LOADINGG WSTB USED. SCAN ME MUWON TABBLES A MULLION THAT TABLE DOES NOT SHOW THE E%ACT SIZE, USE THE NEAR LARGER SOBSAVAIABLE DESIGN PRESSURE OF -610150.0 PER IFME MEETS DEPTH REQUIRED, HOWEVER THE ESIGN MiESSURE IS N-582 PSF AND WOULD ^-a FROM TABLE 3A SHEET ], THE I-X2-]5•X.3T5- MULLION (LENGTHm]Y, OPENING WIDTH= TOT THE NOTBESUITMLEFORTHISAPPIACATION. u Y FROMTABLE4ASHEET8.THE1'X2.]5'X.SSPMUWON(LENGTH=n',OPENINGWIDTH=TOTHMADESIGNPRESSUREOFM-TE.]PSFWHICHEXCEEDSTHEREQUIREBO ORME 4N OPENING PND MAY BE USED INTHIS APPLICATION. NOTE THEMCMORG4FACT"PEQUIRED OF 636163. 2) USE TABLE 4BTO FWDTHE ANCHOR TYPE ANCHOR GUANTRYMU CLIPTYFE REQUIRED FORTHEWOOD SUBSTRATE SOMME STANDMD CUPWRH(4) 412ANCHORSAND ME M WITH MORONS HAVE ACAPACITY OF 685 LBS.MOUGH EITHERONE COULD BE USED, THE STANDARD GAP IS EASIERTO INSTALL. Z B Na U ANGLE CLIPS (4)#12 3)WRIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUWON SYSTEM THE LOWER DESIGNMESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL MPLYTOTHEOVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MUWCNMDTHEFENESTRATIONPRODUCTBEWSTALLEDWAOCOROMCEY ME INSTALLATION SPEGFICATIONS INO RESPE=W SURSTRATESMD MNESTRATION PRODUCTS TO WUION. R S INTHISEIAMPLE.MEDESIGNPREWMEREOUIHEDWn.1/ .OP.THEOVEMLLMUWONSYSTEMWMDEIERMINMTOBER]PSFWTMMMGI WACRYOF63BLBS.&nWUTNELY, W o THEANCHOR CAPACM ADJUSTMENT FORMULACOUW HAVE BEEN USEDTO CALCULATE THEANCHOR CAPACRYREQUIRED ORTHE EXACT DESIGN PRESSURE OF60 PSF: j m I 1 LBS (MAV BE USED TO pUALIFYR105TELLSCREWS FROM TMLESB) (60 PSF)%` F ? i831P�3F/=524.8 ` THE BUILDING SUBSTRATE 15 MOM TO BE CMU ONME JAMMAND USESA CONCRETE HEADER ANDSILL THE WINDOWFRAMDEPTH 1523R'. THE OPENING REQUIRESA � $2p d 8 l DESIGN PRESSURE OF+30.0f 60ASP. FORMEWRTICALMULLION' FZ < Z m 1) WITIALLY ASSUMING THAT A T WDE MU=N IS SUMAEM, THE MULLION LENGTH IS N2 W+lW 05' AND ME OPENING WIDTH IS 36 W+1'=T3•, REFERENCING SHEET 25. Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN ME MUWON TABLES FORA MILLION THAT IS AT LEAST MEWINDOW FRAME DEPTH OF 23 AND HALL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.OF55.0 PSF. IF THE TABLE DOES NOT SHOWINE E3(ACT Ste, USE ME NEAR LARGER SIZE AVALABM. AttCER2AND WOULD NOT BE , ET7.SUITLEI- X THIS MPDGTIONON(LEGTH ME N= 108'. OPENING WIDTH=BIT MEETS ME DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+At 5.1 PSF FROM TABLE I SHEET 16.THE2-X4-X.R50-MULLION(LENGTH=IOr. OPENING WIOTH=80T HAS A DESIGN PRESSURE OF+/b4T PSF WHICH EXCEEDS THE REQUIREMENTS FORME OPENING AND MAY BE USED W THI5 APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Wt LES. ETAL BECAUSE IT IS WW MOWN THATME MUWON WILLADD 2•TO THE YJMTH OFTHE MULLED UNN,T E MUSTED OPENING WIDTH IS W-38Y25>4', NOT T]•A3 PRENOUSLY uRMETs ASSUMO.VERIFYTHAT THE DESIGN PRESSURE ISSTLLMPLIV9LE FORTHEMJUSTED OPENING.A.TERNATNELY.THEWINDOW WIOTH9MAY BE REDUCED TO MAWAN N �- THE ]3'DIMENSION (351?+3512'+2bT3T. - 2)USETML 12BTOFINOWEMCHORWPE,MCHOROUAMRYMOCUPTYPEREOUWEDORMEMNCRLTESIJDST M.INTHISEXNAR .A UM.ETHEPWREO I CONCRETE HEAGERMD SILLARE V WIDE IF THE MUWON CLIP WERETO BE CENTERED WITHIN THE 8'. CARE MUMS TAKEN TO MAINTAINME FASTENER'S EUGEDISTANCE USING THE STANDARD CLIP THE (6) 0115E ULTRACON MCHORSATM EOGEDISTMCEOF2-12' ONES MMCHOR CMACRY OF 10501H5 WHICH IS GREATER AND �-SFE THEREORESURABIE, FOR THEREQUIREDMCMOR CAPACf1Y0F WiLBS. OnETS, FORTHEHORQONTALMULLIONS: SHEE 3 DEQAUSE THE VERTICAL MULL WILL BE A2'X4' X.2M' MULLION, IN THM EXAMPLE WE WILL MATCH THE HORIZONIALMU VERTIG4LMUWONS,ALTERNATVELY, ANOTHER �/ MUWONTYPE COfILD�GiOSEN 1)THE LIULTAON LENGTH IS WMOTHE OPENING HEIGHT IS 32'+]2'T=IOB', REFERENGN'GSHBET25,THE COLUMN USINGTRMEZOIDAVIRIANGULAR LOADING MAYBE USED. PAOMTABLE M. SHEETI6,THE TX 4' X 250E MULLION (M LENGTH =42-, OPEMNG HEIGHT=120THASADIS&GN PPESSIATEOF+F1]OA PSF WHICH E%CE�S THE REGUIREMENTS FORTNE OPENING MD MAY BEUSED W THIS APPUMnON. NOTE THEMCHORCAPAGTT' REQUIRED OF 521 LDS. oBTYL% 23 USETABLE 129TO FIND MEMCHOR TYPE, ANCHOR QUANTITY AND CLIPTYPE REOUIREU FORTHE CMU SUBIMM'E.IN THIS EXPAIPLE,ASSUMEME CMU JAMES ME B' SHIRTS WIDEIFTHE,U aNCUPWERETOBECEWEREDWTMWTHEB',CAREMUSTSETA NTOMAMANTHEFA NERSEOGEGSTANCEUSINGTHE MGMCUPS WITH 'Z41 "'' H'T anN QNGRSATANEOGEOIBTANDE OFI-GIVESMMCHOROMAGTYOFMWSWHICHISGREATER,MDTHEREFORESURABLE.ORMEREQUIRED 4)FORTHEU-CIJPINTHEHOR OMALMUtUONTOVERTICALMULUON,USETHESAMEMCHORCAPACRYOF521LBS.TABLEIMMRTHEUCLIPSHOW3 MCHOR CAPACRYIS1D74LDSWHENUSWG3MCHORS,MlI ISGREATER,MDTHEREFORESUITABLE„MRTHEREQUIREDMMORC AGTYREOURREMEMOF521LMWE MCHOR TYPE IS A tt 2 STEEL SCREW. FROM ENE ABOVE STEPS, OUR MUWON DESIGN PRESSURE IS: +/-04.7PSF FROM THE VERTICAL MU W ON; +1-170.0 PSF FROM WE 3V HORIZONTAL MUWON ATTACHING TO CMU; +/-170.0 PSF FROM THE 35'HOR60WAL MULLION ATTACHING TO ME VERTICAL MI (INTERSECT) THE LOWEST DESIGN PRESSURE IS+l54.7 PSF AND WOULD APPLY TO ALL OF ME MUWONS. VERIFY ME DESIGN PRESSURE OF ME FENESTRATION PRODUCTS USED WITH THIS MULLION SYSi ME LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WI TOME OVERALL ASSEMBLY. MAIL DESIGN PRESSURE REQUIRES THAT ME BOTH THE MULLION AND ME PENESTRATON PRODUCT BE INSTALLED IN ACCOROMMWITHTHEINSTALLATIONSPECIFICATIONSIWOREBPECTIYESUM MTESMDFEMSTM PROOUGTSTOMUWON. PRODUCT REVISED p In9 IN iM Flwitla NOA-n0 otic NOA-Ne. 17-0630.01 Eapieatl0n Date 05126MO21 B Mlam tlO proEuc<GOntm N0, svo5' P.E. E PLESOFRECTANGUTARLOA➢ING: 1I N I1 f�/II 1 f i00 04010 LOADINGOFVERIICAL MULLION LOADWOOF VERHCALMULLION 9RL OF WINOOWG NOT ANCHORED WITH INTERSECTWG HORD:OMALMUU or MAN. LOADWGOFVERTICALMIIWON LOADWOOFHORIZONT&N!IIWON SLLLOFWWDOWSNOTANCHOMZD WDHINTERSECTINGWRRCALMULUO LOADING W VERTICAL NIRUON PANELOFHINGEDCCORISNOTC REDORAN OREO EfAMPLES OF TRAPEZOIDAIWRIANGULAR LOADING: ��� .I _ /�(/� II /9QI/ II /3l�� L=_-J III■■ I 0 m LOPDINOOF VERTIGLNDWON ? WL I NO DING OF HORIZONTALMULLION 2 Z~ Q N Z �gg'o n a' x0 SWDH U SX d� 4 PRO DUCT REVISED plyyl1 gg IN <Ao FIOHEa BNOdIOB Code NOA-Na 77-0670.07 EAPGa6on Date 05/26/2021 OFHORIZONTA LOADNG BBy e6 1) ONAWINGSARE REAESENTAMONSOFTWIV CONFIGURATIONS. CONFIGURAMNSNOTSHOWN MAY BE EXiMPOIATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT Y LYNp BED �h; NGF '•.� RECTANGULAR LOPDWG. �,+ 3) SEE PRODUCVAPFRDVAL FOR *: ND. 6RT05 t ACTUALANd10R LOCATIONS. {wPogn...G���. I .SRO LOADING OFYERHCAL LOADING OF HORDDNTAL A�MNMNIMAEtl, PE, MUW ON MULLION FL P.E.N 68T05