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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 2.114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0%60.0 PSF.
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<br /> 1)INITIALLY ASSUMING THAT A 1-WIDE MUW LENGTH ON IS SUITABLE,THE MULLION LENG IS 72-AND THE OPENING WIDTH IS 37+32+1"=W.REFERENCING SHEET 25.THE COLUMN USING ° $
<br /> NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 15 AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED o -
<br /> DESIGN PRESSURE OF+60.0t-60.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE Q
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<br /> SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 275•X.375°MULLION(LENGTH=72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/583 PSF AND WOULD
<br /> PERESTRAnoN DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.
<br /> PROOUCPS SHEETS
<br /> APPROVAL za FROM TABLE 4A.SHEET B.THE 1'X 2.75'X.650'MULLION(LENGTH=72,OPENING WIDTH-701 HAS A DESIGN PRESSURE OF+1-727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE I'i
<br /> 77 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 US. C4
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<br /> LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5
<br /> ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LEIS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. co W
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<br /> �aLs, 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
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<br /> 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
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<br /> IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY. W O� F
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<br /> Q7ORS INvnrrooW SILL I THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: = CO W
<br /> 32 32'—�! 1- ID T:)
<br /> -` I MILL NAD H (60 PSF)X( 636 LBS)=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
<br /> -OPENING WIDTH- �I 72.7 PSF
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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 2-818'.THE OPENING REQUIRES A .Z
<br /> DESIGN PRESSURE OF+50.G/S5.O PSF. o U n
<br /> FOR THE VERTICAL MULLION: ' "L N
<br /> 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32•+72'+1=105"AND THE OPENING WIDTH IS 36'+36'+1'=73°.REFERENCING SHEET 25, 'd- Z
<br /> THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318°AND WILL 0) j o o
<br /> EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
<br /> SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=80�MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+f-15.1 PSF of m o�
<br /> MULL WIDTH-jf" SHEETS 2-3 'AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q
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<br /> FROM TABLE 12A.SHEET 16,THE 2'X 4"X.250'MULLION(LENGTH=108°,OPENING WIDTH=807 HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q•W Z 0 0 I
<br /> FOR THE OPENING AND MAY BE USED 0J THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
<br /> 32 SEE SEE BECAUSE IT IS NOW KNOWN THATTHE MULUON WILL ADD 2°TO THE WIDTH OF THE MULLED UNrr THE ADJUSTED OPENING WIDTH IS 36'+36'+2�74',NOT 73"AS PREVIOUSLY
<br /> FENESTRATION DETAILS,
<br /> PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED
<br /> APPROVAL 24 �- THE 73"DIMENSION(35-12+35-12•+7=73").
<br /> as com Ing with the Florida
<br /> r ' 2 USE TABLE 125 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POURED Building ode
<br /> VER CAII , , I CONCRETE HEADER AND SILL ARE B'WADE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S°,CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
<br /> NOA-No. 17-0630.01
<br /> MUWON` - - USING THE STANDARD CLIP WITH(6)3116-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2-GIVESAN ANCHOR CAPACITY OF 1050 LEIS WHICH IS GREATER,AND Expirotlan Date 0 5/2 612 0 2 1
<br /> LENGTH SEE -SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. o
<br /> y DETAILS. DETAILS.
<br /> OPENING SHEE752e SH:ET3 FOR THE HORIZONTAL MULLIONS: K By
<br /> w fN— de Product Control
<br /> HPJwrr BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X 250•MULLION,IN THIS EXAMPLE WE WILL MATCH THE HO RIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY.ANOTHER w
<br /> HO MULLION TYPE COULD BE CHOSEN,
<br /> 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+721+2"=106",REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE LO
<br /> USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(®LENGTH=47,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE D:
<br /> REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LES.
<br /> DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYFE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Z
<br /> StI�TS WIDE IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
<br /> 2iT (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED w 11 I I 1 I I
<br /> ANCHOR CAPACITY OF 521 LBS. R ��� NY LYN/1A
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<br /> 4)FOR U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS. 12B FOR THE U-CLIP SHOWS THE ANCHOR
<br /> MULL LENGTH MULL LENGTH FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
<br /> CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,,
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<br /> OPENING WIDTH FORVtRRCAL MULL ANCHOR TYPE IS A#12 STEEL SCREW, :• �_
<br /> FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
<br /> +1.64.7 PSF FROM THE VERTICAL MULLION; (�l
<br /> +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;
<br /> +/-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION CRTERSECTION) ® �0�'•, SATE
<br /> THE LOWEST DESIGN PRESSURE IS 41-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS i �i�s •:cZORiDP.• G\?�
<br /> 1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF 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-LYNWlLE'k,P.E,
<br /> ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 FL P.E.#58705
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