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HomeMy WebLinkAboutSET UP-INSTALLATIONSNewSouth WINDOW soumw 4901 OaTr9wir Ivd:, Tampa, FL 33610 9450 Single Hung Window IMPACT RATED- HVHI w/ Flange GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edltbn 12t171 Florida Buldulg Code IFBCI• including the 'T igh Velocity Ntmborte 2one'(H m. 2 Product onchon sshal be as Fated and spaced as da" on details. Amdor embedment to base material do0 be beyond wort dmsft or stucco. 3. When used In tho HvH'. this product complies with Section 1626 of the Florida Buldmg Code and does not requite an Impact resistant covering. 4. For2sshd trotting COVISMalbn, anchoring of these Units 9XI be the some as that shown for 2s buck masonry ccmuuc00n. 5. Site condtlons that deviate Dom the details of this drawing requite kdW engineering analysis by a licensed engineer or registered archttect. TABLE OF COMMO 'SHEM DESCRIPFION 1. Yypkxd ejeeJevatbns,design a general rota 2 Vertical& horizontal cross sections 3 Vortical 8 horaontal cross sections 4 BueK&hame arnchann 5 nts 6 BD of motesols and oxyrd detaRs 6CANNED BY ,t Lucie County SSMAILOVGULLFIANGEWIDIH . uMA1LOVERALL FRAME WIDiN 'J'' � i O / X ,MAXGVEAAG* MALGVEKAIL AM ALA% DESIGNMESTUHi EMU FRAME DAY[NE DAYdIF I GIASS I NilDd1Elow DIMENDON TYPE ROS NEG. D01E143M Da1G41014 (GRERAAIq (Foal ' "rx" UVX7AS 47.75x345C. 49:75'tMS Gi.G2 +SSD -65.0 7&U'%4B0' 37A'%47A' 3UrxV]S L.7rcuir 'G1. G2 •65.0 -6S.0 Notw.ft product. when used with GI glaring, Is not approved for use above 30 feet In the'NVHP. RIPS. f �a FL-16U51.5 tffa 51w ~ a mh of 3ewsneaf f 3NMmm K a y 0 n4 o1kKW2 tlno11y1 N1am11fheehoflrotd.El 21MERIOR D 1 PCFS 2U 12 11 SEENOIEI G1 G2 2 aR G1 a z C. snd>iRaRoll p 3 NOW 2 M6ROR [g E 1•LoCkand MOM aao:hadofbckA,mft d E 6 7 a y ld/lMN. , 22 ' • 2 G1 a C 1 LM ERIOR 1 C R R P lE 4 { ii . 22 U 6 Zl G162 21 24 D S g _ n !� s ; o-ue 2 19 1{ E .a Rile N.TS. D ElREROR •. a wa m JN G16 2 1-1IlMN. �.� LFS ; a g 2 EMB.(Mj CROd4YC110N .o. Y ! 1 1! NfAt CEOSSSE 2 HMOMAL CEOSISEC110H (—; l %AL 2 DI WckMmelWCa6ltuCMn 2 1NlurY RRmyCannll�nan �fueuQx�Ym FL-1fi851.fi e R u1-2->2 o • © ®m O O ►���r o WERIOR foo ' �,14 o III ILI 2 10 11NOW. INMR*OR :. xtvom s v © Q EO 1�©BOG p.O - O ODm �I p Q Q O m O 0 111-1lI] ma; p ®m O�� KNMEROR ® �►�- o ° ©mmVaEMOR © 0 .i9L• ©i :r ryl . -.d" >>tli!.� liH... eL2. '"71:9'i 3fO.SPAC6� Il'ANX. D.CRYP4 ION II{ is fill IS ^ pgIfp 4 V --rK SAW F L ZX BUCK E SASH Y� a%SUB D IXBIKK 3s BUCK FRAME-,,,,,K SIffiSND R$= OPBfK' D 4E MASONRY �+ IYr. �1 dd —� SASH Ope" —�SAiH e 1 1 I I r yq y�RR ANCKANCHOR G FRAWANCNOIM R R 6 8 CONCREWANCHORNOTM Y I.CNKm OKJvbCa"otm.cm maybna*~fomahbhmemh aayocaft=bma rmi" a. conaaraanticbcorbanolaOaY'M4X.aNceIR6',Mmha ac}oMb „gun anhbhIM mhe aia90 bniaNCENlaaa=brdmvrW m"da maomb oid tlbamaa 9w'MAX ONCBIIBf'd+mrabaaeno/aom,aWd : ^ S fArefa mcfm/bUfa n m � a aae a 19 14 j ITINawe H.T.S. TAlOON K a m m JK as m LF5 moo rz iL-16951.6 "o L noaOsoaws Ra P'orat6atyHRh9ofMoah mm.A w 6 O ..: Am OM—W -mm � 47 /1a` Msmwgm @ s cumroaw a gun 0 � r °: � w�oywp. 6 w 11 wn W. Jc - oa aer.o w fi—i6B51.6 1WSOFALRTERWf 6211. OfKtlB6. B 2X >=0 WOOD C I/e MAX.SNMSPACE - o uex2aTePlHa000RllwcoxcRBEscREw slEa E MASONRY-3.000 PSI MIN.CONCRETECONFORMNGTO ACI 301 OR HOl1AW 61OCK CONFORMNYiiOASIM C9O CONCRETE F X PPHS -1 MIN. SIEB. G >. WOOD x eloxalE2'PPx sMN 51� � sT� m3' m P;w,s 5� [ 11l0 PPx SHFOft11NGSM5 Silk L IOX PPN MM. BAB®M 51� 1 • RIGID PVC 2 VINYL BSND 136A RIGID PVC 3 BORIID®VINYL GLAZING 475h IBGIO PVC 4 SRL RIGID PVC S SRE RIGID PVC d M&lR7G RAL RIGID PVC 7 LOCK d BGID PVC R IT • RIGID PVC 9 Mff1MGRM REINFORCBABIf 6063-iSAI.UM 10 LOGXRAQRBNPORI'lMB1T 6063-15AWM IT SASH LOCK ' 12 1� ' 13 BOTTOM RAR.IBTWRCF1ABJf 6063-TSALUM 1-4 HEADAI7AP1Bt RIGID PVC le mleae+FORCEMe+r duds-16ALINA 20 YIFAIHBSTIBP � RIGID PVC 72 ! DRIP RIGD PVC 24 BIRB R FOAM MAZIMM RICK rA =�* "o � l h n is § ggg pp !p CAAaIGSTY1LAFdISTE 7ATOA. GI/1NSIiBC \ nG IRFARE7IdGASS WE 41 \V, BaRUDEDVMLFRAME r IffANNE40GLASS 3i OWSARBPPVB.RBdAVER ][ VB'AN EMEDGIASS AIRSPACE II; RAILlArANNEM®GIASS f- ;a MEYALRBINFORCEDIRIM = Not UppUndI fwoCbme 30 Mel In QIBi1VW. i IS 71SOA CIASSiIix. 50 GLASS BITE _ 1S •THEAPPROVED WHITE RIGIDPVC EXIBtlOR EXIRI15M FOR WNDOWSARETO BE PRODUCED BY GPKAFUXALAN b R pORUDERS DCBQZ IN'AAMACBIWATKHI PROGRAMS FOR RO ID PVCWWIONS. Q TRFANiF &PYRANS oO7PSAfSEx'Pve.nBluYet l7 IAYANffiMMGIASS ^y e AIRSPACE 99 i 99 eY � 1AMBAPEREDGAASS nn S MEL RENFORMVJ L a RIAIDq Dk7Al o n a - 2 17 14 N.TS d w M NOTE: GLA➢NG>3C WIDE REGURM TWO 14 SWUNG oam LFS BLOCKS COWORMNGTOFBCSECOOH2411-3.1 ' R-16851.E u ._i '7 ERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GLNEMLrvom: L THE PROOURSHDWN HEREIN IS DESIGNEDAND MANUFACTURED TO COMPLYWIM THE GEM EDMON(MIT) ROMDA BUILDING CODE. INQUDWG ME HIGH VELOCITY HURRICANE ZONE. 3. APPROVEDIMPACTMOEERNF SYSTEMGNOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. INDIVIDUAL UNIISATTACHEDTOMUWONSM1S MIREIMPACTRATED.. A. ADEQUACY OFTHE CUSfMGSTRUCTURAL CONCRETE/MA9IINRY AND M FRAMING/S AMAIN WIND FORCE RERDEINGSYSEEMCAPABLEOFW MMDINGMOTMNSFERRING"MEDPRODURWAMTOME FOUNDATIONDTHERF MMISI OFENEMGINEERORMCHIEECTOFRECONDFONMFMOPECTOF INSTALLATION. & MAND U SUM WHEN USED) SHALLBE DESIGNED ANDANCHOREOTO PROPERLYEMNSFERALLLOADS TO ME STRUCTURE BURDESIGNMOI4STALMUONISMERUPOM191 YOFMEENGINEERORARCHIiECTOFRECORD FOR ME PROPER OF INSTALLATION. 6. ME INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPEORCSM. If SME.MMMOMCAUSEINSTAL nONTOOMMEFROMMEREQWREMENBDUMEOHEREIN, A LICENSED ENGWFMORAR(NlfERSHALLPREPARE SQESPED TCOOCUMFM5 FOR USE WIMTMS DOCUMENT IN NO&MVHZMEAS:IN HVHEAREM, ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADERER. T, MUIl10N&CUP MATERUILALUMMUNI O TS&FACdTS(ASNOTED) & MUWONS MAYBE USEDWILH ANYAPPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 9. SUSHEME WRIN AWVONANOORREQWRIM FORSPECIFICMMOMNGREQUIREMENIS,MUUION CO NFIGUMMONS, AND DESIGN LOAD CAPACINU. 20. DISSMIUWMEEMSIHRUUING FASTENERSWAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FUMING SHALLBEPRO71MOIN ACCORDANCE WOHMEGM WITION J20171RORIDA BUILDING CODE. TABLEOF CONTENT, SHEET REVISION SHMDFSCRIPTION I - GENERAL NOTES, IMSTRUMONS,AND ELEVATIONS 2 MULLION DETAILS 3 - ANCHOR CUP DETAILS A - MMUONSECTIONS 5 - 11FICAL MULLION &CUP ASSEMBLIES 6 1-R lVll' RIGHT) MULLION DESIGN WAD TABLES T f•R3-IM MTAVN.MULLION DESIGN LOAD TABLES A - I RA'MUWONDESHMIOAGTABm 9 2- X A' MULLION DESIGN LOAD TABLES U, - 2-R6- MULLION DESIGN WADTABLU 12 MULLIONASSEMBLVANDLOADERAMPm SCANNED BY St. Lucie County ANCHOR MULLION WET. E. 1/ � r ANCHOR CLIP, WP— TYPICAL VERTICAL MULL SPAN'L' F'W3' 1 VT 1 I MULL SPA fIN'L' 1 VERTICAL SPAN MULL SPAN'V ASSEMBLY HORIZONTALFTT" MULL SPAN 1'. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING: 2. MMSEAMUWONEHRTPROPMLYFIFSTHEFENESTRATIONPROOM 3. DBERMINEWI@MEILASSEMBLYREQUIWSONE-WAYOFTWO-WAYMUWONS: • ASSEMBLIES CONSISTING OF STACREDOR SIDE -BY -SIDE UNNS REQUIRE USE OF ONGWAYMULUMS. • A& REMBUESCONSGNNGOFMULT)PUUNMMULLEDTOGEMERWITH MULOPLE MO W ONS REQUIRE USE OF T W 0. WAY MU W ON& • SEESHEETIIFORASSEMBLYANDLOADEEAMPLES • IFASSEMBLYTYPEMNNOTBEDETEBMINEDUSEMW WAYMUWGNC U, <. RNiY MULLION PRESSURE MEETS OR D W IRE E IG PRESSURE OFOPENING USING CHMR ON SHEETS 61U, S. QUatFIEDUtPTYPMAPPFARONSWME IQMMTIFLEANCHOR T E/SMSE WMPMMBIMMOMWNNINMOPENINGMEALLDWEO. & METESSfRDELGNPRFSSUREORMUWCNORFENBTRATIONPRODURWM GOVERN OWULLASSEMOLY DESIGN PRESSURE MMNG. F. NlLY2i_ I REVI90NS LF/19 6M[P�i IRKUIWM MULL SPAN'l' N!2' R 'Wl' HORIZONTAL SPAN --� �-- 1.000• 0.125' 3.1115' 1 OX, 1" X 3-1/a" (UfiHT). MULUON SEE SHEET FOR 'q A PIE --� t--- 1.00o' 0.1Z5• 3.135' 1 0.615- (HEAVE MILLION SEE SHEET7 FOR QUAUF I EED CUPS o.sso• 7 1.000' 0:150' 1" X A" MUWON SEE SHEET a FOR Q A IFIEDCUPS NOTE: SEE SHEET 3 FOR SPECIFIC CLIP TYP'S AND DIMENSIONS. F. REMIlONS r�frriwuuRcnwenrtro wrtaarusim� HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS e�wvwcwmiwc "nrmu ai"wrnm�"o.mn �4 I 0 0 2625• 3.375" 0 0 2.25• IIIIIIII� 0.325� 2• 1 � 2" X 4" X 3 3/8" L-CLIP ALUMINUM 606346 �s•� 2.25' O ° z.zs• p InI 1 0.12. 5' 'I 2" X 5" X 2�1/4" L-IICLIP ALUMINUM5063-T6 f•-s•�I x.zs ° 'T 1.75' o z.zs• o 1 I D.I x• � 1 2" X 5" X 13/4" L-CLIP ALUMINUM 6063-76 �4 0 0 5.375• 2" X 4" X 5 3/8" L-CLIP 10.46' ALUMINUM 6063-T6 2.50- O.722'--1 I� 0.722•-�.:� o 10.46- 1'75• 2.335• - Z-25•' ° � o o U-T ° -( 1.25 n o z. 5• � .25-. ° 2.IZ5' � 2125' I T ull 1015/32" X 21/4" H-CLIP � � �" ALUMINUM6063T6 2-1/4" U-CLIP 13/4" U-CLIP ALUMINUM 6005-TS ALUMINUM 6p05-TS T— 10 15/32" X 1.3/4" H-CLIP 'ALUMINUM 6063-TS 8.25- 2.25•—2.25'--2.25• 0 0 0 0 2.625• O O O O I AA 0.125- 0.875- III 1 r 81/4" X3 3/8" H-CLIP T ALUMINUM W63-TG RE 1ON0 HVHZ CLIPPED ALUMINUM TUBE MULUONS VERTICAL AND HORIZONTAL CONFIGURATIONS renwlounm .Nxmwm.x°mn (SEE NOTES SHEETS &10) CONCRETE OR MASONRY BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & IN WOOD BUCK BY OTHERS 21/2' MIN. EOGE 06T. ° ° EMBEDME INSTAUA (SEE NT iCK M CONCRI WOE EXTERIOR ( INTERIOR MULLED n VERTICAL SECTION EXTERIOR I! !I INTERIOR 11/4'MIN. E . EMBEDMENT d ► INSTALLATION ANCHOR (SEE NOTES SHEET '21/2' MIN. (i10) EDGE DISTANCE p� VERTICAL SECTION 4 SOL- CONCAEIE/MASONRY SIDEVIEW-VERTICAL 11 HORIZONTAL SECTION 4', X-MUUUON INTERSECT DETAIL SIDE NEW REMBIDxS PoEssrerie°m."°'°" 02 OS 13 TIN I m.�nn erne � roiemurzm PA-0003 N.T.S. ' � �mw�mimnmmm uaE4 OT11 ae VERTICALMULLION UCUP TO MULLION CONNECTION H'CLIP H0R20MAL MU W ON _ SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6-10 H-CUPANCHORS ALL INSTALLATION HOLES MUSTHAVEANANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY - TYPICAL ASSEMBLY SHOWN WITH 1' a 31/8' MULLION AND H-CLIP. OTHER MULLIONS AND CUPS ME APPROVED. SEE INDIVIDUAL MULLION SHEETS . •p•`•`g5 F. � ���4 � REv¢lars - A wmar �necno .ann rFEastarn w��...• HVHZ ALUMINUM TUBE MULLIONS �pOp:j T VERTICALAND HORIZONTAL CONFIGURATIONS ASSEMB YD A115 M LLIItlO P,0 •� ki �OCII d , •` .... G\=�C wm0ai 05 13 TIH �wronnonwc w. PA-0OD3 N.T.S. un�wwv�iona mn �..� �. �SOF rst mn. n.vmun IS MVPRESSUIIELDAISFORNUWON:rx3IM -ONE-WAYMIIWONS SPANT TIIBUFAIRWIDTHW W. IN. 19 24 am 54 .w 24 2OTU zOT0 0 2OT0 =0 �2aA 36 2OTo 2OTo o '=0 2OTa' =0 a 2ao =0 o 2mn. =a 2ao. TO 2OTa 10111 44�M2 f 3 MIT 1.1 227.6 4 Ifilb IliJ l 6)] 66) 6lb M IoLo 769 _b 317 . M 369 % 6)A 511 II6 .zit Z15 la 472 3S7 0 O.5 17.2 159 MIMPRE55UREUlAFSEORM ON:r%3] O .) WAYM1Al10NS SPAN L' TN6UTARIWADIHW IN. M. IT 24 30 I6 AT a am 54 "a 24 2m41) =13 2OT0 M 2010 =0 'a MIT =0 - a 2OTa =0 %33.6nl IT 157.E TILT Ingm UMS2C9 :47.3 'M 99] TAT IRIS a.9 1a 4 7 no 1Aa QUALIFIED ANCHOR CLIPS 0 21/4" U-CLIP ALUMINUM 60US-TS UNFON USWONIN MUWON70-O CONECTIONS NOTE: SEE SHEET 3 FOR SPECIFICNP TYPES AND DIMENSIONS. ----I. 1 1.000• 0.125' 3.125' 0.375" 1" X 3-1/8" (LIGHT) MULLION. 0 0 0 0 0 0 2" X 5" X 21/4" L-CUP ALUMINUM 6053-T6 "MUST BE USED IN PAIRS 0 0 0 0 0 0 1015/32" X 21/4P' H-CLIP ALUMINUM 60046 ALUMINUM 600S-TS TRIBUTARY WIDTH• WI.W2 2 r RAN l ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEER A AND 5 FOR TYPICAL INSTALLATION METHODS &CUP DETAILS. 2. UNFAIR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: 914 WOOD SCREWS • CMUFI/C' ITW TAPCONS • CONCRETE: 1/4' HW TAPCONS • METAL: 1/4' SELF-DRIWNG SCREWS (GRADE 5) 6. INSTA WTI O N SUBSTRATES: • WOOD ANCHORSSHALLHAWE A MIN. EMBEDMENT OF 1-1/2' & EDGE DISTANCE OF 1'. WOOD SHALLBE MIN. SG.•0.55. • HOLLOW CMU AN04ORS SHALL NAVE A MIN. EMBEDMENT OF 1-114' & EDGE DISTANCE OF 2-I/2'. HOLLOW CMU SHALL BE MEDIUM EIGHT E&FORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4' & EDGE DISTANCE OF 2-I/2'. CONCRETE SHALL BE 1N1 —4 • METALAN04ORS SHALL HAVE AMIN. (3) THREADS PENETRATION BEYOND METALSTRUCTURE. STEELSHALLBE MIN. 18 GA. (0.045-THICK) 33 KSI YIELD. ALUMINUM SMALL BE MIN. 1/8-THICK ALUMINUM 6063-T5. a un_43eaow".R_ e:E a itES9610NE w Eastern FA+�.•``:�+`"�a ® o0 esna•n. uuu4wP1•t "wmrvr nm nm0.4Av0•mnn• DESIGN PRESSURE UMRS MR MACON: r w• &W TREAVY, -ONE-WAY MUIIIONS SPANL' AOBUTARIWIOINW IN. . m. IB 24 ID I m GO x4 .xW.O xW.O' x010 .2000 =036 ': L¢O Mo xmo mc, ) A0.0.LLB =a mo '=O ME; 20R0'ED =0 MO =0 ELLA� 5 tiff ' MAR MO 15L5Ix6A Ml RTm 1x62 %1 TA4 FAS 46.1% Rix 619 51B 440 2931® SK9 44.6 X2 305 3.9 DESIGN PRESSUPEUNIRFDRMWION: 2'. NEA .TWO-WAY MUWONS SPANT� T&BUTARYWDTHW IN. m.l A 36 - Q ® SL33 54X ME ADO LIDO MD ME) MO 100oM =0 =0 LELA 16T5 ISM 1B9 METm =0 %US 1416' M6 ILLS MY =5ED A00 SIMI� 13p0 �1149 IWS %H 69.3 BL4n 3968'94A R4.4 73166T99.1'R4 1x406LO 531. 465 4L0 41.3 ".xB10 4LS 316 AL1 MV .B.T. 'xi9m S53 B.x BO rig B.B 19A 1T 0.125' I 3.125• 0.625' 1" X3-1/8" (HEAVY.) MULLION ALUMINUM 60OS-T5 MUWON TRIBUTARYWIDTH• W14W2 2 QUALIFIED ANCHOR CLIPS 0 13/4" U-CLIP ALUMINUM 6005-TS 0 0 0 0 0 0 U{LIP FOR USE ONLY IN CONNECTIONS uwON 2" X S" X 13/4" L-CUP ALUMINUM 605346 ••MUSE BE USED IN PAIRS D D D NOTE: SEE SHEET 3 FOR SPECIFIC CUP 1YPESAND DIMENSIONS. o 0 0 1015/32" X 13/4" H-CLIP ALUMINUM606346 TABLE NOTES MULLION lR_ MULLION ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS4AND 5 FOR TYPICAL INSTALLATION METHODS &CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. F- • WOOO:4I4w0DDSCREwS • CIVIL: L4• TTW TAPCONS • CONCRETE: 1/4• DW TAPCONS • METAL: 1/4• SELF-DRILU NO SCREWS (GRADE 5) INSTAUATIONSUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF LAW & EDGE DISTANCE OF 1•. WOOD SHALL BE MIN. S.G.•035. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/0 & EDGE DISTANCE OF 2-1/2•. HOLLOW CMU SHALL BE INFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A'MIN. EMBEDMENT OF 2.3/4' & EDGE DISTANCE OF 2-2/2'. CONCRETE SMALL BE MIN. AUDIT PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE STEELSRALL BE MIN. 18 GA (0.045' THICK) 33 KSI YIELD. ALUMINUM SMALL BE. MIN. 1/9' THICK ALUMINUM 6063-TS. �! rfWEaStern m..n N.Pae P.P.iN4 ,•II"4N•ANP •IIIM®41NClftN DLIGN PRESSURE LIMITS MR MLDON: I'. a•-DN WAY MILIONs SPANT TIIIe11FAPYmmw IN. DNA 16 m 30 36 1 42 1 N 511E S4 m 24 mm0 mma o mmo mmo mmo Iona m - 2m0 mmD o mmo mmo mmo ffio 48 mmD mmo o mmo ffiD 2mo mmo m mmo � mmo mo mmo ffio mmo Imo n ffio mmo. Vn2K2 6L6 1419 M7 M6 1D6 84 ffio. 1599 6a EeS eL5 81.) %] % 1402 1oIL3 A2 S).4 ml SLS ma lm BILL )42 43 39.5 363 359 n1 DESIGN PPFSSWELIMRFOPMIIW gYMUI110N5 PANT uu"TITHWUM.) IN. 34 m 43 m 511E 54 m 24 ffio Imo mmo ffio =0 ffio MG: % ffio'. Imo .Imo ffio ffio MD IBIS ae Imo .ffio mmo lmt -16ILI a6s4 lase m ffla7n Imo '=5 IMI lase 131.s ID.3 LIU TI 1%6 1618 -. 1a64 12L9 21LD lm2 9IL3 e1 TWA Sm2 14 n/ m9 NUT 6L9 n ml Sa2 SIA 46B 462 4L51® 582 165 41b 364 49 334 M] QUALIFIED ANCHOR CLIPS [AD 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-TG "MUST BE USED IN PAIRS 0 0 0 0 0 0 0 0 81/4" X 3 3/8" H-CLIP ALUMINIJM6063-TG NOTE: SEE SHEET FOR SPECIFIC CLIP TYPESAND DIMENSIONS. ONE-WAY MULLION DIAGRAMS MULLION— -T MULLION I „ it- WI.W2 7f/z v �■ TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCNONSON USING TABLES. SEE SHEETS 4AND 5 FOR TYPICAL INSTALLATION METHODS &CUP DETAILS. 2. .LINEAR INTERPOLATION BETWEEN USTED WIDws AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCNORREOUIREMENTS: • CMU:1/4' FFW TAPCONS • CONCRETE: 1/4' TIW TAPCONS • METAL: 114' SELF -DRILLING SCREWS (GRADE 5( INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 2.12' & EDGE DISTANCE OF 1'. WOOD SMALL BE MIN. S.G.•0.55. •HOLLOW CMU ANCHORS SMALL HAVE A MIN. EMBEDMENT OF 1-1/4' & EDGE DISTANCE OF 2-2/2'. HOLLOW CMU SMALL BE MLDIUM WEIGHT CONFORMING TO ASFM C90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4' & EDGE DISTANCE OF 24W. CONCRETE SMALL BE MINA • METALANCHORSSIWLL HAVE A MIN. (3) THREADS PENETRATION BEYOND METALSTRUCTURE. STEELSHALLBE MIN. 18 GA. (0.045`THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8' THICK ALUMINUM 6063-TS. JspEs p. 0 yip ' nEvaloxs dta Easter .4m ''141 Lcp �� nN.moRm 2 -•i}� HVHZ CUPPED ALUMINUM TUBE MUWONS .. VERTICAL AND HORIZONTAL CONFIGURATIONS w04worL.G re"41.mu"w •unmar.w.naan DTsww vR¢sINE uLNnFORMuuox: r. a•-oNE-wnrANnuoxs. SPAN 1• TNeurARrwlomw M. m.1 u a w I m I u ae ISiml N la mmo mm0 mmD mma mmo mmo =0 mmo 36 mmo -ADO mm0 mm0'1�2 .0 mm0 mlo a mmo mm0 mmo ADO mm0 mmo mm0 1�5 w mmo mma mmo 'mmo mmo mm0 mmo n mm0 mm0 mmo mm0 W.0 mo =11 w mmo mma HELL 1%4 DIMS ILLS =2 % mma 159.o MA 1a9.5 M9 RS T65� BB 1R6T LILL 649 io 0.2 594 SLT OmcN vRFSLNE uMIrsFOILAanuoxi r. a•-TWvwnrMIADONs WANT TRIMARTWI0IHW W. _ M. >0 u Sam 56 w 21 mmo =0' mo 'mm0M mm0 mmo mmD mm06B mm0 -=0 1TSI 15).6GO mma 124mIma 1911ILDl "IM01MI mln mm0 =1 116T IOLIM mma =7 IW.I gal% ADO6S6 6A9 6La1652bLl - 66< U.6 QUALIFIED ANCHOR CLIPS IAE 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 3 FOR SPECIFIC NP Ty DIMENSIONS. % Z" X VMLILLIOIV ALUMINUM 6005-TS TABLENOTES: MULLION MUwON ONE-WAY' MULLION DIAGRAMS MULLIONDIAGRAMS SEESHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEESHEETSA AND 5 FORTYPICAL INSTALLATION METHODS &'CUP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHSAND SPANS IS ALLOWED. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEESHEET 3 FORSPECIHCCUP DIMENSIONS. ANCHOR REQUIREMENTS: • WDOD: A36 WOOD SCREWS • CMU: 1/6' ITW TAPCONS •CONCRETE:116'MTAPCONS •METAU 1/6' SEUF DRILUNG SCREWS )GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2' & EDGE DISTANCE OF V. WOOD SHALL BE MIN. SG.•055. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4' & EDGE DISTANCE OF 2.1/2•. HOLLOW CMU SHALL BE MEDIUM W EIGH�NFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN: EMBEDMENT OF 1-3/6' & EDGE DISTANCE OF 2.1W. CONCRETE SHALL BE I .c00oP . •METAL ANCHORSSHALL HAVE AMIN.)3)THREADS PENETRATION BEYOND METALSTRUCTURE. STEEL SHALL BE MIN. 19 GA )0.045' THICK) 331(SI YIELD: ALUMINUM SHALL BE MIN. 1/S' THIMALUMINUM 6063-TS. 10 P,gS Ft. CIF,,, REM610N9' Waster" ` curt °6imrn..a. .uwRomtiz r.w Lln.vno YIIWIIYN4If4]. OESIGN PPFSSIIBF UI9R FOP 601 W Dx: r.17. ox E. W AT 6awoxs - WANT TPIBUFmwmW IN. IN. IB m n 36 I a1 48 n—m— M m 24 mm0 ma' m0 m0 m0 mO mm0 m0 mD 36 mmo mmo moo mo mo mo mmo mo .mo a mo Imo mo 2m0 mo mo moo mo mmo m mo m0 mo mo mo mo mo mo 2m0 n mo mo ma =(I mma 1WO .Imo Ie6A ml M m0- m0 ma '191A MS 157.6 laBT 1W.5 Ml % mm0 mm0 IMS 1616 MI 1313 nB0 MR ME m0 IW.O .I627 2m1 IM2 1126 IM9 Im.e W.0 DESIGN PRESSUPE11A61SFOPMIWON:r 6--N WAYMIWONS SPANS' TPI9U7MYWImw W. IN. 2a .m m a2 a8 51m m m 24 m0'mm0 m0 m0 m0 2m0 m0 mo amamma 2m0 m0 wx -SWAm0 In mma m0 1ml IW.6 W2M0mDm0mma Im.ln m0'mm0 I75.1 lmI 13L3 ID5.1M m0 Iml 150.1 M7 IM6 gal1W.0 1526 I31a 1126 %S T4Ain Ml M7 ml Bld AO QUALIFIED ANCHOR'CLIPS 0 0 2" X 4" X 5 3/8" L-CLIP ALUMINUM 605346 "MUST BE USED IN PAIRS NUTE: SEE SHEET 3 FOR SPEUFI[ UIP lYVES AND DIMENSIONS. 2.DOD' o250' r 6.000' 2"-X 6"MULLION ALUMINUM 60054S TABLE NOTES: 0NMI 4 11 l: a ONE-WAY MULLION DIAGRAMS I ro! �i! r o^ i�ploo SEESHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS A AND 5 FOR TYPICAL INSTALLATION METHODS IS CUP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIOTHSAND SPANS ISALLOWED. SEEMS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: RIA WOOD SCREWS •CMU: 1/4' NW TAPCONS •CONCRETE: 1/4'ITW TAPCONS • METAL: 1/3' SELF -DRILLING SCREWS (GRADE 51 INSTALLATION SUDSTFtAM: •WOOD ANCHORS SHALL HAVE MIN. EMBEOM ENT OF 1-1/2-&EDGE DISTANCE OF V. WOOD SHALL BE MIN. S.G.W S. • HOLLOW CMU ANCHORS SHALL HAVE MIN. EMBEDMENT OF 1-1/4' & EDGE DISTANCE OF 2-1/2'. HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1.3/4' & EDGE DISTANCE OF 2.1/2'. CONCRETE SHALL BE MIN. 4000 MI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA (O.04S' THICK( 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/0'TNICK ALUMINUM 6063-TS. REw151�4 WEas[ern w"..,.�"•'"' Pf"PM MPif PORK M"•ICfYNP •MYVa1014Tf" EXAMPLES OF TWO-WAY MUW ON ASSEMBUES MULL SPAN'V TRANSOM OVER MULTIPLE UNITS HORIZONTAL MULLION MULTIPLE UNITASSEMBLY L 'l' VERTICALMULLION HINGED DOOR W/ SIDEUTE NOTES: 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPEaFICALLYS H50WNMAYB EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED. USE TWO•WAY ASSEMBLY CONFIGURATION VALUES. & FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. :�-- wr wr -1 VERTICAL MUW ON MULL SPAN V �, HORIZONTAL MULLION' MU SPAt HORIZONTAL MULLION MULL SPAN'L' HORIZONTAL MULLION Eastern " " HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MU LION ASSEMBLY APO LOADEXAMPLES i 13 e..e TIH \ eno.ao�wt� X13 N.T.S. rwmn'c`rta wwc�nw.arsn ll