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EXAMPLE 1:SINGL--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 160.01-60.0 PSF. iy
<br /> NO ANCHORS w HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDRi IS 32"+32+1"=65.REFERENCING-SHEET 25.THE COLUMN USING
<br /> ,f_ --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF2.1W AND WILL MEET OR EXCEED THE REQUIRED
<br /> DESIGN PRESSURE OF+60,0=60.0 PSF.IFTHE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE_ a
<br /> �-sEE 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 PEP AND WOULD ' =
<br /> i PENISTRATION DETAIL, NOT BE SU TABLE FOR THIS APPLICATION. c
<br /> PRODUCTS SHEETS ...
<br /> APPROVAL\ 23 az m
<br /> FROM TABLE 4A,SHEET 8.THE 1"X 275•X.650•MULLION(LENGTH=72.OPENING WIDTH-70')HAS A DESIGN PRESSURE OF*I-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE u
<br /> 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. co
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<br /> MULLION --' .
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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 WffH(4)#12 ANCHORS AND THE 2X5 00 m F- -
<br /> 4 4 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. Z "N LLI
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<br /> 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WrTH TrIIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
<br /> SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DF51GN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE -1 fn
<br /> 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Ai =
<br /> INTHIS EXAMPLE,THE DESIGN PRFSSIIRE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 PSF WITHAN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY,
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<br /> NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENTEORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF; � Q W
<br /> 32•- I fI 3Y r'
<br /> -i F^MULL WIUTH (60 PSF)X( 636 LBS\=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 413) - Q
<br /> OPENING WIDTH \72.7 PSF/ 7 s
<br /> THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCR_=TE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.118'.THE OPENING REQUIRES A
<br /> DESIGN PRESSURE OF+50.O/S5D PSF. Q r.�r
<br /> FOR THE VERTICAL MULLION: Z 4 N 'Z. �
<br /> 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+77+1'=105"AND THE OPENING WIDTH IS 3E'+36•lI'=73'.REFERENCING SHEET 25. Q z c
<br /> THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN-,HE MULUON TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W8"AND WILL ED co go to
<br /> MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W 0_
<br /> 1"X2.75'X.375"MULLION(LENGTH-109
<br /> SEe DETAILS, FROM TABLE 3A SHEET 7,THE '.OPENING WIDTH=801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+F 2 3
<br /> 15.1 PSF D' a o
<br /> EXAMPLE 2:MULTIPLE MULLIONS
<br /> MULLWIOT SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
<br /> FROM TABLE 12A.SHEET 16,THE 2"X 4"X.250'MULLION LENGTH=108".OPENING WID-H=80')HASA DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢9 W Z U) coI
<br /> FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. s SEE EK m�
<br /> 3I sTAI BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2'TO THE WIDTH OFTHE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36'+2=74•.NUT 73"ASPREVIOUSLY B r$ 8-� i
<br /> FENESTRATION DETERS.
<br /> - PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSJRE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNA-IVELY,THE WINDOWVVIDTHS MAY BE REDUCED TO MAINYAIN PRODUCT REVISED
<br /> APPROVAL 24 THE 73-DIMENSION(35-72•+35.112'+2'=73'). as cam tying with the Flodda
<br /> 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code
<br /> CONCRETE HEADER AND SILL ARE B"WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
<br /> NOA-No. 17-0630.01
<br /> VER ICAI.� -- USING THE STANDARD CLIP WITH(6)3/1G•ULTRACON ANCHORS ATAN EDGE DISTANCEOF 2-117'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH!S GREATER,AND Expimtlon Date 05/2612021
<br /> MULLIMULLION SEE "-SEE THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY OF 97,LBS. . 1
<br /> 8 DETAILS, DETAILE, BY
<br /> OPENING SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS
<br /> Ittiom do Product Control _
<br /> HEIGHT BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER ww
<br /> FOR
<br /> NORM MULLION TYPE COULD BE CHOSEN.
<br /> MUwON 7` 1)THE MULUON LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72"+2"=106'.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE O
<br /> USED.FROM TABLE 12A,SHEET 16,THE TX 4"X.250-MULLION(@ LENGTH=4Z-,OPENING HEIGHT-120-)HAS A DESIGN PRESSURE OF-,'l70.0 PSF WHICH EXCEEDS THE �
<br /> REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPUCATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
<br /> SEE
<br /> OETAILS, 2)USE TABLE I2B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS.RATE.IN THIS EXAMPLE.ASSUME THE CMU JAMBS ARE W 6
<br /> SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH
<br /> 23 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF$40 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
<br /> ANCHOR CAPACITY OF 521 LBS. f .�aONYLYNk4v SS
<br /> 38•,HORIZ, 30'.HORR. '
<br /> MILL LENGTH MULL LENGTH 4)FOR THE U•CLIP IN THE HORIZONAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR C `C��:'•�{GFNSF `/���L
<br /> III` CAPACITY IS 1 OT4 L135 WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE-,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE z .\'c:• •,
<br /> I--OPENING WUrH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. Q �.: No.58705
<br /> FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: a *-
<br /> +/-64.7 PSF FROM THE VERTICAL MULLION; T' ��
<br /> N-170.0 PSF FROM THE 36•HORIZONTAL MULUON ATTACHING TO CMU, •• 92111
<br /> +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON(INTERSECTION). T••.•
<br /> THE LOWEST DESIGN PRESSURE IS+/-g4,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. F= ���`s••.�W21DP.••G,\?�
<br /> VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTM THE LOWER DESIGN PRESSURE,CF MULUONS OR FENESTRATION �"/`,TlOt,NAL
<br /> PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNMO AL R,P.E.
<br /> ACCORDANCE YOH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODL'CTSTO MULLION. U FL P.E.#58705
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