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EXAMPLE 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 REQUIRESA DESIGN PRESSURE OF+60.0!-60.0 PSF.
<br /> 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72°AND THE OPENING WIDTH IS 32'+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING
<br /> NO ANCHORS w HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2-IWAND WILL MEET OR EXCEED THE REQUIRED �^�
<br /> T_ - DESIGN PRESSURE OF+00.0;-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
<br /> ��--SEE 5Ee FROM TABLE 3A SHEET 7,THE 1-X2.75'X.375'MULLION(LENGTH=72'.OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS-158.3 PSF AND WOULD
<br /> FENESTRAnON DETAILS, NOT BE SU TABLE FOR THIS APPLICATION. o P' ,
<br /> PRODUCTS SHEETS wE
<br /> 23 APPROVAL
<br /> FROMTABLE 4q SHEET 8,THE 1"X 2 .50 75'X.6 'MULLION(LENGTH=72.OPENING WIDTH=70°)HAS DESIGN PRESSURE OF+I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
<br /> OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
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<br /> LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 co
<br /> ANGLE CLIPS CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY CF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. Z LU
<br /> SEE O =
<br /> DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL �
<br /> SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
<br /> `23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION,
<br /> S m =
<br /> IN THIS EXAMPLE,THE DESIGN PRESSI IRE REQUIRED WAS+/-60.0 FOR THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU O= r
<br /> NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: = m W )
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<br /> ar- III 32' s3s LBS
<br /> --I F-MULL W�Tn (60 PSF)X )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) 2
<br /> OFENWO W8ITH 72.7 PSF = 1
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<br /> THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A m 90
<br /> DESIGN PRESSURE OF+50.0/55.0 PSF.
<br /> FOR THE VERTICAL MULLION; Z ¢ a5
<br /> 1)INITIALLY ASSUMING THAT AI"WIDE MULLION G SUITABLE,THE MULLION LENGTH IS 32-+72'+1'=105"AND THE OPENING WIDTH IS 36 .REFERE
<br /> NCING SHEET 25, G Z - I
<br /> THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318"AND WILL Go LLI
<br /> J 90 J10
<br /> EXAMPLE 2 MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
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<br /> SEE DETAILS, FROM TABLE 3A,SHEET 7,THE V X 2.75'X.375•MULLION(LENGTH-108',OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS*/-15.1 PSF Of
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<br /> NOLL WIDTH SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. H
<br /> FROM TABLE 12A.SHEET 16,THE 2'X 4"X.250"MULLION(LENGTH=108%OPENING WIDTH=80-)RASA DESIGN PRESSURE OF-t-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS E Z y
<br /> FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
<br /> 3I FENESSEE SEE
<br /> TRATION DETAILS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74-,NOT 73"AS PREVIOUSLY
<br /> - PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSJRE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNA-NELY,THE WINDOW WIDTHS MAY BE REDUCED TO MPJNTAIN PRODUCT REVISED
<br /> rIlI1- APPROVAL 2-I THE 73-DIMENS:CN(3S-12'+35-Vr+2'-73j.
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<br /> 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building ode
<br /> CONCRETE HEADER AND SILL ARE B°WIDE.IF THE 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
<br /> uULUON - USING THE STANDARD CLIP WITH(6)3/1G°ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH!S GREATER,AND Expiration Date 05/2612021
<br /> `SEE SSE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 97;LBS. �OI6U
<br /> LENGTH DETAILS, 7 B
<br /> OPENING SHEETS 24 SHEETS FOR THE HORIZONTAL MULLIONS: Mi-tAp do Product Control
<br /> _ H�� BECAUSE THE VERTICAL MULL WALL BE A2'X 4'X 250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER wQ,
<br /> FOR
<br /> HO MULLION TYPE COULD BE CHOSEN.
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<br /> 1)THE HELLION LENGTH IS 36'MD THE OPENING HEIGHT IS 32°+72"+2°=106".REFERENCING SHEET 25,THE COLUMN USINGTRAPEZOIDAL/TRIANGULAR LOADING MAY BE O
<br /> USED.FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250"MULLION(W LENGTH=4Z",OPENING HEIGHT-120-)HAS A DESIGN PRESSURE OF+M70.0 PSF WHICH EXCEEDS THE K
<br /> REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REOUIRED OF 521 LBS.
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<br /> DETAKD, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS.-RATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B" Z
<br /> SHEETS V11DE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH
<br /> 2-3 - (4)3M6-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER AND THEREFORE SLrrABLE,FOR THE REQUIRED CJ 1 I I I!r I I
<br /> ANCHOR CAPACITY OF 521 LBS. LYNq/4 ',�
<br /> 38%HCRIL 36'.HORIZ. 4'1 FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL M'JLUON,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCI IOR a 41 S
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<br /> MULL LENGTH MULL LENGTH�I{II CAPACITY IS 1OT4 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LDS.THE y `?'.•- -;F�'�
<br /> OPENING W6J TH FORVERTICALMULL--1 ANCHOR TYPE IS A 912 STEEL SCREW, v`.�.: NO.58705
<br /> FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
<br /> +1-64.7 PSF FROM TI-E VERTICAL MULLION; N A••✓' 'Q; I
<br /> +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; - ATE :•• 44
<br /> . +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTION). &*i .tA-•. �L/�
<br /> THE LOWEST DESIGN PRESSURE IS PSF AND WYOUW APPLY TO ALL OF THE MULLIONS. F=
<br /> rc i��s•.,LOR1pP-,••G��� i
<br /> 1 VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THI3 MULLION SYSTEM THE LOWER DESIGN PRESSURE.CF MULLIONS OR FENESTRATION �''/S'ONAL
<br /> PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a A.L I(OELEIi,P.E.
<br /> - ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. cOi FL P.EJt 58705
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