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EXAMPLE 1;SINGLE VERTICAL MULLION THE BUILDINGSUBSTRATE IS IUNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1141%THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-50.0 PSF 8
<br /> 1)INITIALLYASSUMING THATA V WIDE MULLION IS SUtTABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 39+32+1"=sS'.RFFE2ENCINGSHEBT25,THE COLUMN USING
<br /> NO ANcnOrs A'HFAO RECTANGULAR LOADING MUST BE USED.SCAM THE MULLIONTABL.FS FOR A MULIONTHAT IS AT LEA,STTHEWINDOWFRAMEDEPTHOF21T4°ANDV4LLNVEEr OR EXCEED THE REQUIRED py g
<br /> r--L-� —( DESIGN PRESSURE OF+80,01.60.O PSh IFTHE TABLE DOES NOT SHOW THE Wf;TSIZE,USETHE NEC LARGER SIZEAVAItAALE hi
<br /> sEE sF>: FROMTABLE 3A SHEET 7,THE 1"X2.75-X.375"MULLION(LENGTH=72'.OPENINGWIDTH=70'�MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/S8.3 PSFANDVIOULD ^ O
<br /> PMMF MTIOH DETAILS, NOT W5 SUITABLE FORTHIS APPLICATION. a
<br /> PRODUCES SHEETS
<br /> vi
<br /> APPROVAL\ 2.3 FROM TABLE 4A,SHEET 8.THE I'X2.76"X.65V MULLION(LENGTH-7i,OPENING WIDTH-701 HASA DESIGN PRESSURE OF+i-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d
<br /> " OPENING AND MAYBE USED IN-lH1SAPPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 836 LBS.MW N
<br /> GTHN 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE 207H THE STANDARD CUP WITH 912 ANCHORSAND THE 2X6 V i
<br /> 4 LI ANGLE CLIPS WITH(4)M2 ANCHORS HAVHA CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP M EASIER TO INSTALL. z N i j
<br /> LL
<br /> s� O 111
<br /> DErpns, 3)VERIFY 7HE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYS7EM1L 7HE LO NER DESIGN PRESSURE,OF MULLIONS ORFENESTRATION PRODUCTS,WILL co
<br /> srSETs APPLY T0THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT7HE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE —1 ',
<br /> 2a INSTALLATION SPECIFICATIONS INFO RESPECITVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. y $ I
<br /> 1NT1RIS EXAMPLE,THE DESIGN PRESSUREREQLIIRLD WAS+/-60.0 PSF.THE OVERALLMULLION SYSTEM WAS DEYFRMINEDTO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF q6 LBS ALTERNATIVELY, LU
<br /> NOPFICHOR91N 5V1I�aN'SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPAORY REQUIRED FORTHE EAC,DESIGN PRESSURE OF 60 PSF; DOm C13 j
<br /> I�- -•72"---{ 32'
<br /> f —I t,NLL WIDTii (60 PSr7 X 636 LBS( )=524.9 LBS (MAY BE USED TO QUAUi•Y{)10 STEELSCREWS FROM TABLE 49)
<br /> (�--Dpra8Ns1t�a7H�-I-' 72.E PSF q1.
<br /> Z m U
<br /> THE BUILDING SUBSTRATE IS MOWN T08E CMU ON THE JAMBS AND USES ACONCRETE HEAOERAND SILL THE WINDOW FRAME DEPTH U2J8'.THE OPENING REQUIRES A
<br /> DESIGN PRESSURE OF+50.01-5.0 PSF. O aZ
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<br /> FOR THE VERTICAL MULLION:
<br /> 1)INITIALLYASSUMINGTHAT A I-W00E MULLICN IS SUITABLE,THE MULLION LENGTH 1S 32-472'+1"=105"AND THE OPENING WIDTH 1S36"+36"+V=73",REFERENCING SHEE725, Q Z m `"
<br /> THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCANTHE MULLION TABLES FORA MULLION THAT ISAT LEAST THE WINDOWFRAME DEPTH OF 2-M'AND WILL coU) 90.10
<br /> 2•
<br /> MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OP+50,0/•65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W
<br /> -- ExAMPL 1 MULTIPLE MULLIONS— - - _ _ _ W d
<br /> SEEOt_l'Ans, FROM TABLE 3A,SHEET 7,THE I-X 2.75-X.375"MULLION(LENGTH-108",OPENING WIDTH SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.15.1 PSF LL' o�
<br /> MULLW1oTH—�-- S1EET'F2.3 AND WOULD NOTSE SUITABLE FOR THIS APPLICATION. }L QQ
<br /> FROM TABLE I2A,SHEET 16.THE 2"X 4"X.2$0'MULLION(LENGTH=IOS',OPENINGWIDTH=80)HASA DESIGN PRESSURE OF+/.61.7 PSF WHICH EXCEEDS-THE REQUIREMENTS EgLu Z 0 0 �
<br /> i 1 FORTTRE OPENING AND MAYBE USED IN THIS APPLICATION.N07E7HEA4CHORCAPACRY REQUIRED OF971 IFS. 2> -'o x0 f
<br /> FPNESTFN.T'ICN DET'NLS. BECAUSE IT ISNOWKNOWN THATTHE MULLION WILL ADD 2'TO THE WIDTH OF'THE MULLED UNIT',THE ADJUSTED OPENING WIDTH IS 3E+3fi+2'=7}•,NOT 73"AS PREVIOUSLY
<br /> PR000L75 sHEETs ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STiLLAPPLICAELE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 111
<br /> APPROV 2.4 �— THE 73"DIMBNS!ON(35.12"+35-i12"+2"=73'), PRODUCT REVISED
<br /> as complying with tho Florida
<br /> 2)USE TABLE 128 TO FIND THE ANCHORTYPB.ANCHOR.QUANTITY AND CUP TYPE REgUIR°D FORTHE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE POURED Building Code '
<br /> NQA-No. Z7-0630.01
<br /> CONCRETE HFAO[D2AN0 SILL ARE 8"WIDE.IF THE MULLION CLIP WERETO BE CENTERED WTHINTHE E",CARS MU578E7AKEN TO MAINTANTHEFASTF_A'ER'S EDGE DISTANCE
<br /> UWON USING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORSATANEDGE 0ISTANCEOF2-1/2'GLVESANANCHOR CAPACITY OF 105D LBS WHICH IS GREAT'ER,ANO Expiration Data 0512612021 T
<br /> LENGTHtiseE DETAILS. -SEE Era Le. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 877 LBS, Q
<br /> D e
<br /> S SHETS2.1 SH2FT3 FORTHE HORIZONTAL MULLIONS! X y
<br /> aPENING MTami da Product can rol !
<br /> _ HEM BECAUSE THE VERTICAL MULL WILL BEA 2"X 4"X.25O'MULLION,IN THIS ED(AMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER w
<br /> yCR
<br /> pgjL MULLION TYPE COULD BE CHOSEN. y
<br /> MOLIDN I 1/ '
<br /> III 7)114E MULLION LENGTH IS 35'A[JD THE OPENING HEIGHT IS 32°+72"+2"0106'.REFER_MCRJG SHEET 25,THE COLUMN USWGTTL4AEZ01DAIITRWNGULAR LOADING MAY BE (
<br /> USED. =�7
<br /> US ,FROM TABLE 12A,SHEET IQ. 2"X4'X25W MULLION(®LENGTH=42',OPENING HEIGHT HAS PRESSURE CF+1-170.0 PSFWHICH EXCEEDS THE "E
<br /> REQUIRS;ENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITYREQUOR£D OF SIM 1.138. �
<br /> SE
<br /> DETAR$ 2)USE TABLE I2B TO FIND TH EANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTH£CMU SUBSTRATE,IN THIS EXAMPL2,ASSUME THE CMU JAMBS ARE Or (5 Q
<br /> SHEETS WIDE.IF THEMUWON CLIP WERE TO BE CENTERED WITHIN THE 6°,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2XS ANGLE CUPSW'TTH 2-3 g
<br /> (4)3/16-ULTRACON ANCHORS AT A4 EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATEt,AND THEREORE SUITABLE,FOR THE REQUIRED 1 111 7 I I I
<br /> ANCHOR CAPACITY OF 621 LBS. `\\� YLY
<br /> 38',HOIRIL 4)FORTHE U-Ci]P INTHEHOPIZONfAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF s21 LBS.TA8LE IZB FOR THE U-CUP SHOWS THE ANCHOR ��1a'�'��uGU F':��ff��'
<br /> III•---wtn.L1ETLOlx MUU.LEN6TH CAPACITY IS 1074LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF521 LU&THE
<br /> F�---OPEMNOWTDTH FORVEIiT1CALMUu. ANCHORTYPE 15Ap`12 STEELSCREW,
<br /> FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
<br /> +1-64,7 PSF FROM THEVERTICAL MULLION; r-�'O•,'c(
<br /> H,170.0 PSF FROM THE 26'HOR170NTAL MULLION ATTACHINGTO CMU; 1199 b
<br /> 70.0PS?FROM THE 3SHORIZONTALMULUON ATTACHING70 THE VMMOALMUL30N(INTERSECTION). i070 r F' ,:•(V��
<br /> THE LOWEST DESIGN PRESSURE IS 41-s4.7 PSF AND WOLI}DAPPLY70 ALL OF THE MULLIONS
<br /> VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WNH THIS MULLION SYST£M.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION a SZ/�IVgL�tE�G��� i
<br /> i PRODUCTS,WILL APPLY TO THE CVERALASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT Be INSTALLED IN A.LYIVI()IIVGLf c�,F.E,
<br /> ACCORDANCE WITH THE INSTALLATION SPECIFICATIONSRESPECTIVE SUBSTRATES INTO RESPECT SUBSTRATESAND FENESTRATION PRODUCT970 MULLION. FL P.EJA 58705
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