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HomeMy WebLinkAboutproduct approval I I I sm sas Home f Log In User Registration Hot Topics Submit Surcharge I Stats&F3 I Lnks Search Publlq[ioCp I Product Approval USER:public User ! I q V ) Product Approval Menu>Product or Application,Search>Application List>Application Detail FI # FL141Q B13 ! Application Type R Code Version 2014 Application Status I � *Approved by DBPR.Approvals by DBPR shall' be reviewed and ratified by the POC and/or the Commission ifjnecessary. Comments Archived [ ! 4 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Fails,OR 97601 (800)535-3936 fbcl@jeld-wen.com I Authorized Signature Jason KantDla fbcl@jeid-wen.com I w Technical Representative JELD-WEN Corporate Customer Service i Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jell-wen.com Quality Assurance Representative Address/Phone/Email i Category Windows(:� Subcategory Single Hun I i j Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated ByAmerican Architectural Manufacturers Association i ! Ir Referenced Standard and Year(of Standard) Standard if j I Year AAMA/WDMA/CSA 101/I.i.2/A440) 2008 i Equivalence of Product Standards Certified By I } I i � I Product Approval Method Method 1 Option A ' , I Date Submitted 10/21/2016 ! Date Validated 10/28/2016 i Date Pending FBC Approval I ; I i ! ; i I ; I ' Date Approved 11/02/2016 Date Revised 06/27/2017 SummarV of Products. j FL# , Model,Number or Name Description 14104.1 Builders Vinyl(V-2500) Tilt Single Hung 48"x 77"Annealed Insulated Glass Tim-16—of Use Certification Agency Certificate I Approved for use.in HVHZ:No FL14104 R13 C CAC R-PG50-48x77.odf Approved for use ide Z:Yes Quality Assurance Contract Expiration Date Impact Resi t:No 10/04/2021 Design Pressu e:+50/-50 Installation Instructions Other: EL14104 R13 1I IR-PG50-: ! 48x77 installation Instructions odf i Verified By:American Architectural(Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R13 AE PER 3078.0f j Created by Independent Third Party:Yes 14104.2 Builders Vinyl(V-2500) Two Wide Tilt Single Hung 184"x 571 Annealed Insulated Glass j Limits of Use Certification Agency Certificate i Approved for use in HVHZ:No FL14104 R13 CI CAC XX+R-PG Of84x57.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/28/2021 Design Pressure:+50/-50 Installation Instructions i Other: FL14104 R13 d R-PG50' 84x57 Installation Instructions.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R13 AE PER 3076 odf Created by Independent Third Party:Yes i r i 14104.3 Builders Vinyl(V-2500) Three Wide Tilt Single Hung 108"z 74"Annealed Insulated i Glass I ! Limits of Use Certification Agency certificate' Approved for use in HVHZ:No FL14104 R13 C CAC XkX R-P 50 108x74 od 1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:+50%50 Installation Instructions Other: FL14104 R13 II BV-TrioEe TSH CHS PG50 108x74 S)W20 2-014 Neil Rn 5-25-16.pd Verified By:American Architectural Manufacturers Association I i Created by Independent,Third Party: Evaluation Reports Created by Independent Third Party: 14104.4 Builders Vinyl(V-2500) Three.Wide With Center Picture Tilt Single Hung 109"x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14104 R13 C CAC X©X R-PG50-109x74.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/29/2022 Design Pressure:+50/-50 Installation Instructions Other: FL14104 R13 III XQX k-PG50-i 109x74 Installation Instructions.1)d Verified By:American erican Architectural Manufacturers Association � ' Created by Independent Third Party: Evaluation Reports r FL14104 R131AE PER'3077.pdf Created by Independent Third Party:Yes 14104.5 Builders Vinyl(V-2500) Tilt Single Hung 36"x 84"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL14104 R13!C CAC R PG35-36x84.odf 4 Approved for use outside HVHZ:Yes QuautV Assurance Contract.Ekpiration Date Impact Resistant:No 12/20/2019 j I) Design Pressure:+35/-35 Installation Instructions Other: FL14104 R13' (I R-PG3S- 36x84 Nail Fin Installation Instructions.odf Verified By:American Architectural Manufacturers Association i I I � I ' : 4"::MAX +AAs Kr�Y ro'"a #tee"` MASONRY TNSTALLAATION FRpM � tAiO"aPArt... CORNERS 4: MAX04 U' .. �• ; . THR U EMBEOMMT ^ SHIM SPACE:: ::... MAX – --- _ FRA 2 S12" • ", __—._._ __:_:-__., _ —_ _ MESEGTIt1NrT51F) .: `FOREbE3E; Q .Z r.. M10SPAti , tii�► ortnr ' JAMS C�l_ON-(TY. Q - - - - HORIZO,-TAL:SECTIO�V .._ 48( stwn sF,u'E . :Y EMBEDMENT- BUI d RS VINYl.SINGLE HUNG } :': c#x Frmc: bP RA"iZNf:IMPACT 1 WINDOW WIDTH (48" ►AA%) ', I 4 TYPIe&ELEVATl'Qk,1NI'fH.FAal'ENE( SRACING. AkUMYI - _�+rutii arsrns 48:.k:77 +CJO/-5O NO 91.0lM FdLE6FiE+21/2" 1. Seal tfaigeltrama to substrate. fi:eneThe product staawn;herein'is designed tested and manufactured.to comply.'* the wind lead criteria 2: Use 3116Tapconor:equivafentfastenersthrough frame with sufficient length40 penetrate a minimum. of the adop#ed`lnterhAtional Building Code(IBC),the Internatiooai'Residential:Code(iRC);the Florida. .. :. dfl.1l4°into. . .rete or'masonry.af.each iocatlon�vith;a 2112"min fro edge dista0ce.*Fdr:�nerete Buiidi00 Code(FBG)and the industry requirement for this stated:conditions. (rain 30t)Opslj orrnasariry(CMt f shafl oonfbrm td ASTM C90). 2. All giazing shaN:eordon to ASTM.E1300 .': 3: Host structure:(Wood buck,masonry;steel)`to be designed and:anchored to:proopoy transf&aU{nails ` 3. A#minimum;g6:ing shish be single.strength:annealed bsulafing glass. . to the abvcture:The host:structure ls`the responsibility ofthe architect'orertgurs'er ofrecord for the... .4.- Use structural-or composite shim's whe irequlred project pfinstailatton: `' 5. Maxirium slzes`are bui"k sizes and do rio#:include fincr:tlange, This schedule."addresses only the`fasteners require d.to anchor.the itt 11 window#a achieve:the rated design pressure up:#o the srxe Ilmitians :• ,�� t !t j��j n6fed..:Itis:not intended as a guide:to the ristaliation process and does. , , .► Far �+, ;+►" '"..: » i .•. . :. . . tIZ:17 2Q14 337 Laf¢gpdit Bivd not addrass tate:seating conslderatfon that may ai lse in dif mpt.wail "`= 4`��.... ,� ,,, I. .1.. conditions Far:the carnplefe:mstailation procedure;seethe instructions w •' • '� !,. o, wc,ar.:., : scArE:: Kknith Fails,OR:-97601. packaged with tris window or go is •�. - : : Q;'Vete.. NTSJ "��� Phone. (5411.882-3451. ' www.jeld-wen.corNtesa m sJlnstellation: _ * . 7, �'. _ n a rr ... :, T T VPROVMBy Bdildets Vimrl Tilt Single Hung" DISCLAIMER,. ;, Thladrawmg ertd>ts contents to conftdential and::tre.notto lie i '•; C �'.•` "� � � - -reproduced or-copied inivhoCe orin.part orused or disclosed to others o:. "�*� except as authorized by GELD=WENin6: arae: - ase- Eo a: w,wr NArn�nro_ noN CPLD nwc roo, REV, srtE� . .' SlW�22=2ttz-F. . 8k►rsVinyltSH— —QO.-— S.o_ _ F4 i Business PrclfeR6641titi'� I �e BaS Home I Log In User Reglsbation Hot Topics Submit Surcharge i Stats&facts 1 Publications FBC Staff j BC[S Site Map links Search l i I ' Product Approval USER:Public User pr 0 Product Approval Menu>product or Application Search>Application List>Application Detail t I FL# -R4 FL.ixB 3 Application Type Affirmation Code Version =Approlld Application Status j ! t Comments r I Archived ) • , Product Manufacturer 3ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 1 fbcl@jeld-wen.com) { , Authorized Signature 3asan Kantola i • , fbcl@jeld-wen.co Technical Representative 3ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. !! j Klamath Falls,OR 97601 i (800)535-3936 I I customerserviceagents@jeld-wen.coin i 1 Quality Assurance Representative , Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Reportfrom a Fiorida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hat& opy Received Florida Engineer or Architect Name who developed the Robert 3.Amorusp,P.E. Evaluation Report Florida License PE-49752 ; Quality Assurance Entity National Accreditation and'Management Institute Quality Assurance Contract Expiration Date 01/01/2018 Validated By Steven M.Uricn,PE , Validation Chi Checklist-Hardcopy�Received Certificate of Independence FL11870 R4•COI C of 12263 RevO 413- 1003 JW StructuraiMuliio,mod f Referenced Standard and Year(of Standard) Standardi ! Year. I i TAS 201 I ; 1994 TAS 202 i j 1994 TAS 203 ; 1994 i Equivalence of Product Standards Certified By Florida Licensed,'Professional Engineer or Architect FL11870 R4 EdulyR4 EER�263 Rev0 413RevO 413- 1003 JW JW StructuraiMullion AodfA.odfl I , , I I � Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are In compliance with the new Florida Buildin.9 Code. Documentation from approved Evaluation or Validation Entity 0 Yes (/No (-)N/A i Product Approval Method Method 1 Option D Date Submitted 06/17/2015 Date Validated 06/17/2015 Date PendIng'FBC Approval Date Approved 06/2712015 Date Revised 07/10/2017 Summa ry of Products FL# Model,Number or Name Description 11870.1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11870 R4 Il 13ELD0108 PevO.12df Approved for use outside HVHZ:Yes Verified By: Robert J.Amoeuso,P.E.49752 Impact Resistant-Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other: FLIV !216.j Rev01 413- 1003 JW StrurtbralMaIllon A.Ddf I Created by Independent Third Party:Yes Balk Ne ( I i Contact Us 2601 Stair Stone,Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy StateI I ment::Accessibility Statement:-.Refund Statement Under Florida law,email addresses are public records.If you do not want your emall address released Inlresponse to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,I please contact 850.487A395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with adernall address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are p6blic record:If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a lireniee under Chapter 455,F.S.,please click ke—re. Product Approval Accepts- �7* JELD-EVEN CLIPPED ALUAH VZIM TUBE AlULLION � • a DIRGEAND SM LL MISSILEIWP4CTRESISTANT- IIVHZ -- - - ---MULLION-.SPAN VS.LOAD WIDTH TABLES_ -INSTALLATIO ANGHORWEDETAILS & CL GENERAL NOTES: INSTALLATION NOTES: 1:THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 1.ANCHORS SHALL 8E INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. D O ^ BUILDING CODE,FOR USE WITHIN ANUTSIDE VE VEL_O_CITY HURRICANE ZONE PER TAS 20112021203.AND ALUMINUM- .. w DESIGN MANUAL. -' 2.ENSURE MINIMUM EDGE OISTANC;E FOR ALL ANCHORS AS 2-1/4"TO CONCRETE AND 2'TO HOLLOW BLOCK. 2.NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM,WIND LOAD DURATION FACTOR 1.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD p.e.314"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). S.POSITIVEAND NEGATIVEDESIGNPRESSURESCALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED.BYOTHERSON-A_--4.,ANCNQRS TO STEEL OR ALUMINUM SHALL HAVE AMINIMUM EDGE DISTANCE OF 1/2". W ---- V S.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(80)=0.65 OR GREATER. - _---_—'�--- --- "" w — 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS p v K A DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE. OCUq S T SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. a tem S.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME V LY 3< (BY OTHERS)SHALL BE ANCHORED PROPERLYTOTRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE Z§U -6 BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION. Z O y S.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 7.ALL FENESTRATION PRODUCTS TO 8E USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND 8.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS.OETAILED HEREIN OUTSIDE THE HVHZ,THE LOAD FENESTRATION RESISTANCE,AIR&WATER INFILTRATION.USED TIO WITH THS MULLIONS NS SHALL ME ETC. BUILDING OFFICIAL MAY REQUIRE A ONEMME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR LL � THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BYA LICENSED ENGINEER OR to REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. s ZZ S.TOP 6 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY 'E OR HORIZONTALLYAS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT r? �� FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. M 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. IOLIZ , g 10. WOOD HOST STRUCTURE SHALL BE*SOUTHERN PINE'Q=O.b2 OR GREATER DENSITY. I& PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS P! TO THE EXISTING STRUCTURE. 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, If. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH Zgkkkdtltl. FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CUP AND CUP PLATE. LW7 gig 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: 4g TO BE USED WITH THESE MULLIONS. 19 13, MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1. TO CONCRETE BLOCK 1.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1'MINIMUM EMBEDMENT AND 2'MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 1.2. ATTACHMENT MAYBE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. 2. TO 2500 PSI MINIMUM CONCRETE 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. 3118"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2'MINIMUM EMBEDMENT AND 2.1/4" FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE. 2,2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD SUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-112'MINIMUM EMBEDMENT AND 3/4"MINIMUM EDGE DISTANCE. Rohan J.Amauso,P:E 4. TO 118"'THICK MINIMUM 6083-T6 ALUMINIUM OR STEEL SUBSTRATE(Flu=Fty-22 KSI MINIMUM) Ph f"P.E.No.49762 TABLE OF CONTENTS 4.1. #10316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SOS)WITH _ FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 10 MINIMUM EDGE DISTANCE. SHEET SHEET DESCRIPTION 1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE 2 ELEVATION 4$7$l .•� 3 COMPONENTS 4 .C-CUP AND T-CLIP INSTALLATION DETAILS ti 5 'GOAL-POST'CLIP INSTALLATION DETAILS R:t`1?` ';ti�Zyti"L''~ 6&7 MULLION SPAN VS.LOAD WIDTH TABLES t NA LNQ�,,a I 1 4.388" 0 3 0TYP. TYP. �0.726" 0.726" � 0.476" 0.476' m 0.125" T 0.125" W 2.110" a -- ---------•----- -- ----------1:000T-- �----------------2:1-10"----- - - -- -0.125_--------- - - -- -r-0.125"-- ------- �I-2.311 - - - - - - - -1.375_ " 5:500" - - - - - - - -- - 0.312" 0.375" --I-- --�3.000" - -- -0.125 ------- 3:000" -- -�I' 0:438"-------FOR USE-- 0:438"- - ----.---FOR-USE-- �- ci In N WITH 1"X 4° c'ni WITH 1"X 4" • ANCHOR LOCATION,0.750" r. ,° ° `O MULLION TYPICAL ci MULLION in r i a6013)3 3"MULLION 'GOAL-POST'CLIP oW -T8 ALUM. o ti o 6063 T6 ALUM. ?O O rz Z I---�I - � 2?.w� t oHAx LOCATION,ANCHOR LOCATION. ma1000" 1.950" aAL CL 0.975" 0 L4 ANCHOR LOz iE TYPICAL .29" ' 3000 fifi 0.125" TT 0.110" 6o ° �rb FOR USE M Y4.000 4.340" N 0.438" nWITOH 1"X 3" 0.438R E " Ix WITH 1"X 3" y0.970" ci MULLION MULLION v ANCHORTYPICAL"X 4"MULLION TYPICAL TYPICAL LOCATION 2 6063-T6 ALUM. 1.685" .29" GOAL-POST'CLIP PLATE T- IP C-CLIP 4 6063-T6 ALUM. 5 6063 6 ALUM. 8063-T6 ALUM. Robert J.Amoroso.P.E. Florida P.E.Ne.18752 1 o aezw N5z "�cv aCf.��"re 4t$ r�do6�f�NA���Q�♦♦ . t ` 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS, 3 #10 SMS OR SDS o WITH FULL THREAD WITH FULL THREAD PENETRATION INTO PENETRATION INTO 1 MULLION MULLION 3 w - --- FLATHEAD __ -- SDS,(4)PER CLIP — - ------ -__ #10 FLATHEAD #10 FLATHEAD v� SDS,(4)FER CLIP SDS.-(4)-PER-CLIP`--- --— ---- —Q-9 3., 4„ z 1"x3"or1"x ti� �o0 o 4"MULLION 1"x 3" 1"x 4" iso 9� d z MULLION MULLION TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT au. � 1 MULLION INTERSECTION WIC-CLIP /-2- MULLION INTERSECTION WIC-CLIP r3\MULLION INTERSECTION W/C•CLIPF NEI ¢ VERTICAL SECTION 4 SIDEELEVATtON :¢ SIDE ELEVATION `rjF. M q :' fil jai M SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) Qj Hal !�� ilii 3 ;i i�i 24 EDGE% 3 EDGE EDGE �— ,/ EDGE EDGE EDGE DIST. 4 DIST. - DtST. DIST. ANCHORS PER DIST. DIST. SCHEDULE,(4)PER CLIP EMBED. EMBED. EM D. ANCHORS PER ANCHORS PER 1 V2" 1�� „ I SCHEDULE,(4) SCHEDULE,(4) O a a PER CLIP PER CLIP 2" 2" Robert J.Amoroso.P.E #10 FLATHEAD #10 FLATHEAD #10 FLATHEAD Fm rdA P.E.Ma 49752 SDS,(4)PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP �gtNer!►t� 3" No 49752 , 4"MULLION 21 x 3" 1"x 4" i». MULLION MULLION rtn�Q �PF )' 4 TYPICAL ATTACHMENT 1 3'MULLION 1 X 4 MULLION ;,q:�,k *-..moi. 4 ITH T-CLIP 5 AT CHMENT WITH T-CL}P [&ATTACHMENT WITH T-CLIP I. �'f `'�.;?;R t;�:•Qti��ti A 4PERTICAL SECTION 4 SID ELEVATION 4 SIDE ELEVATION 1 SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) 1.95 ANCHORS PER v SCHEDULE EXCEPT EDGE EDGEFOR ANCHORS TO U DIST. DIST, #10 FLATHEAD 1.375 CONCRETE BLOCK 0 —ANCHORS-PER— SDS,(4}PER CLIP „ (CMU)OR CONCRETE --_ SCHEDULE EXCEPT -_-- _- -- - — - --------__---_ FOR ANCHORS TO �O _ CONCRETE BLOCK- - - _ - - - -- (CMU)-ORCONCRETE - - - ------ _-- _ _ a r`?- /$» INTERIOR 3 MIN. _NOTE:'GOAL-POST CLIP ANDCLIP _ 1 3/8 MIN: l�z4"-ar-- o-- —-- ---- --- —ya a– -� N --_ USED PLATE TH 3/18"TA CONS v FOR ANCHORAGE TO MULLION CONCRETE OR HOLLOW ui EXTERIOR CONCRETE BLOCK.MAYBE , tiI USED ONLY FOR =:30� #10 FLATHEAD ANCHORAGE TO WOOD, Q� Z sC6 2 SDS,(4)PER CLIP ALUMINUM OR STEEL. 1 a Fin 2 1"x 3"or 1"x 4"MULLION 2.0 b TYPICAL ATTACHMENT WITH aL `I C'"I\'GOAL-POST CLIP TYPICAL ATTACHMENT WITH a o � 5 SIDE ELEVATION 2 GOAL-POST'CLIP \,§,/SECTION �!! V Robsi1,I.lvn w.P.E. Fields P.E.W.497$2 r ����,aseartn►�� 461782 j " L. IF W 1 s r Y":r±► %�4.O�fl�p�Pr�� i 11l ;1 Fi 1 DESIGN SCHEDULE: 1"x3" MULLION WITH 'GOAL-POST/CLIP o a MULLION TRIBUTARYWIDTH. a ! SPAN 1$" 1 21' 24" 27" 1 30" 33' 1 36" 39" 42' 46" 48" 53' [ 108' 27.6 23.8 20.8 18.3 16.6 16.0 13.8 12,7 114 11.0 10.3 U 10a' __32.8 28.1 24,8 21.8 19.7 17.9 18.4 _ 18.1 14.0 13.1 12.3 11:1 Ui 9B" 37.0- 31.7 27.6 24.7 22.2 20.2 18.8 17.1 1619 14.8_ 1&0 12.6 DESIGN SCHEDULE NOTES: a 90" 44.9 -38.5- "-S&I---30.0-- -27.0- _--24 6 -•-22.6----20.7- -19.8__--1&0--- 10.8 16.3 ____ _86" 61.6 44.1 3810 34.8 30.8 W 28.1 26,8 23.8 2210 20.8 19.3 17.6_ 1. DESIGN SCHEDULES PROVIDE MAXIMUMALLOWABLE-_ POSITIVE(+)AND NEGATIVE()DESIGN PRESSURES FOR &1" $5.3 47.4 41.5 30.6 33.2 30.1 27.6 26,6 23,7 22.1 20.7 19.6 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE '---._._ ....-.....-.. 80' -64A -64.8 48.0 42.7_ 30A 34.9 32.0 29.6 27A 25.8- 24.0 21.7 FOOT(PSF). ' 78' 6810 66.8 49.6 44.0 30.6 3&0 33.0 301 18.3- 20A - - - 8'' ' 224- i -- 2. FOR DETERMINATION OF MULLION SPANS AND-- 78" 07.8 66.1 60.0 46.2 40.7 37.0 33,9 31.3 29.0 27.1 26A 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. ^ ~ 72" 71.6 01,8 53.7 4.7.7 42.9 39.0 36.8 33.0......._.- 3017 28.6 20,8 24.3 C $ - '-'- 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE -- - - --86 _ -76.0--- -88.9- --68.6- --62,0---48.8--42.0-__39.0_ 36.0 33A 31.2 20.3 20,6 OF_CLIP PER MULLION,USE THE LESSER ALLOWABLE _ D 00" 78.0 73.6 64.4 67.2 61.6 40.8 429 39.8 36.8 34:3 32,2 29.2- --- -DESIGN PRESSURE-- - - - -- - ��k'-- -- - I 64" 76.0 7610 71.6 83.8 67.2 52.0 47.7 _. 44.0 40,9 38.2 36.8 32.4 60.0" T60 75.0 76.0 67.9 81.1 06.5 60.9 47.0 43.6 40.7 38.2 34.8 4. GOA CLIP MAY NOT BE USED FOR Q INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK w 48" 75.0 76.0 76.0 71.6 64.4 68.6 63.7- 49.5 46A 42.99 40.2 30.4 (CMU). °0 z 42" 78.0 76.0 76.0 76.0 73.8 88.9 014 66.6 62.6 49A 48.0 41.8 zoo�O3 g = I 39,4° 76.0 76.0 76.0 7&0 76,0 73.2 87.1 81.9 67.6 63.7 603 46.8 5: ®DENOTES CONDITIONS NOT ACCEPTABLE zmui�.¢ �# FOR USE. F w O 38" 78.0 10.0 76.078.0 78.0 764 71.6 88.0 819 87.2 63.7 48.8 m j 30" T6,0 _-76.0 76.0 78.0 76.0 76.0 78.0 76,0 73.6 88.7 84.4 68.3 LZ jer 24" 76.0 76.0 76.0 76.0 7810 76.0 76.0 76.0 78A 75.0 78.0 72,8 � �z�¢ 0. 6 ^ mu) z DESIGN SCHEDULE: 1"x3" MULLION WITH 'T-CLIP'-OR 'C-CLIP' M UD MULLION TRIBUTARYWIDTH a SPAN 18" 21" 24" 1 27' 30" I 33" 36" 0' 42" 46° 48" 53" 106" 27.0 23.8 20.6 18.3 10.6 18.0 13.8 12.7 11.8 11.010.3 100' 32.8 28.1 24.B y� -21.8 10.1 17.9 15A 161 14.0^ 13.1 _ 12.3 41.1 98" 37.0 31.7 27.8 24.7 22.2 20.2 x10.6- 17.1 15.9 14.8 13.0 12.6 90' 44.9 38.6 33.7-__30,0 30,0 _ _ 27.0 24,6 22.6 20.7 10.3 18.0 10.9 16.3 88" 61,5 44.1 $810 M 34.3 30.9 28,1 26.5 23.6 22.1 20.8 19.3 17.6 _ _....._.._..._ _.._.......__................ 84" 66.3 47A 41.6 30.8 $3.2 30.1 27.6 26.6 23.7 22,1 207 18.8 80" 04.0 64.6 48.0. 42.7 38A_ 34.9 32.0 29.5 27A 25.8 24,0 _ 21.7 78" 60.0 69.2 6118 46.0 41A $7.7 34.6 31.9 29.8 -27.6 26.0 23A 70" 74.6 84.0 6810 49.7 44.8 40_7 37.3 34A $210 20.8 28.0 26.3 R°b°,1J.Amo-.P.E 72' 76.0 7610 66.8 $8.5 52,7 47,9 43.9 40.6 37.8 35.1 32,9 29:8 A.Wa P.E.Na 49762 66" 76.0 760 76.0 75.0 66.4 82.1 ozo. 62.8 48.8 � 46:0 42.7 38.7 ............................_._.....-__.._.................._...... _ 76.0 7610 76.0 76.0 76.0 76.0 76.0 70.0 Z76.0 . 7 66.9 61.6 ���� 30.NrES �r��i' 78.0 7510 76.0 76.0 75.0 76_0_T 76.0 76.0 88.1 61.7 e> " 4f 6" 76.0 70.0 76.0 76,0 75.0 760 7610 0 72.7 66.6 M¢©� NO 4075276.0 76 0 75.0 7610 7610 7_6.0 76,0 0 - 7$0 89.44" 76.0 16.0 75.0 78.0 76.0 764 ilk '7610 0 7$10 76.03810' 76.0 76.0 76.0 760 76.0 T6.0 76.0 76.0 0 76.0 - 78.0:38" 7610 76.0 7610 76.0 764 76,0 75.0 76.0 0 76.0 76.030" 76.0 76.0 76.0 760 76.0 7510 75.0 76 0 0 76.0 76.0^ 24° 76.0 78.0 76.0 7$.0 76.0 76.0 76.0 T6.0 75.0 70.0 76.0 78.0 i ��orsfOjyjq+1 L��� 1 . -'bESIGN SCHEDULE: 1"x411 MULLION WrtH `GOAL-POSTCLIP a MULLION TRIBUTARY WIDTH M SPAN 16" 21" 24" 27" 30" 33" 38" 39" 42' 46" 48" ' owlv 108" 48.6 41,6 1 36.4 32A Z9,2 28.6 24.3 ZZ.4 20.8 19A 1&2 18.6- I 100" 61.6 44.1 380 34.9 308 28 94 1 26,8 2 22.1 20.8 19.3 17.5 U -- _. Lu 88•! 63.7 40,0 40,2 38.8 32,2 28.3 288 24.6 234 21.6 20.1 18.2 _-- 90" 67.2 49.1 42.9 38,2 34,3 31,2 28.8 28.4 24.6 229 i 21.6 10.4 i DESIGN SCHEDULE NOTES: a 86'- -69.9 - -'61:3'- -44.0-- -39.9--969-- --32.7 -29.9-- -27,8____26,7-- _24.0 226 20.3 _ - "1 61.3 62.6 _ 46.0 40.9 30.8 33A 30.7 2_8.3 _ 20.3 24.8 23,0 20.8 i -I.--DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE- ea'' 84A 86.2 -48,3 42.9 38.6 361 32,2 28.7 27.8 Z6.6 24,1 ' 21,9' POSITIVE(+)AND NEGATIVE(-.)DESIGN PRESSURES FOR USE WITH MULLION SYSTEM IN POUNDS PER SQUARE -- 78" 8&0 68.6 49.6 44.0 $04 38.0 33.0 30,6 28.3 28A_ 24.8_ 22A FOOT(PSF). -- _ 76' 07.6 66,1 60.8 46.2 40.7 370-- 334` x31.3" -28.0 -27:4 -23,0- - 2. FOR'DETERMINATIONOFMULLION SPANS AND 72 71.6 81.9 63.7 47.7 42,9 30.0 35.8 33.0 30.7 289 20,0 24.3 I TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. " ...__.M.-.... _.._- ..-_ .. 08" 76.0 68.9 60.6 62,0 40,8 42.0 390 36,0 33A 31,2 20.8 2&6 o ......_._................-_ __ _ __ ... 60"--- -76.0 --73.0---04A--67.2--_61,6_ 40.6 42.8 39.8 30.8 34.3 32 2 28 2 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE •••'---^•� - OF CLIP PER MULLION,USE THE LESSER ALLOWABLE 64" 75A 7&0 71.0 63,8 67,2 62.0 47.7 440 4&9 36.2_-364--32A- -- -- _ m . DESIGN PRESSURE. "-- --------- ---- -- N - - - ---__ 60.8" 76.0 76.0 75.0 87.8 6111 a"' 50.8 47,0 498 _ 40.7 3812 344 48" 76.0 76.0 76.0 71,6 04A 68.6 53.7 49.6_ 48.0 - 42.0 40.2 38,4 4. 'GOAL-POST'CLIP MAY NOT BE USED FOR INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK w - 42" 75.0 76.0 76.0 76.0 w 73.9 88.9 6i.3 68.8 62,6- 49.1 46.0 41.8 (CMU). o g z 38A� 76:0 76.0 7&0 76.0 75.0 73.2 87.1 81,9 61.6 6317_ _ 60.3 464 5 ®DENOTES CONDITIONS NOT ACCEPTABLE O 0 3 d Z 36"- 76.0 ^ 76,0 76.0 75.0 76.0 760- 71.6 68.0 61.3 87.2 63.7 4&8 x m m m I ,...,.. ................... _ -.._.- FOR USE. � w O 6 30" 76.0 7610 76.0 76.0 76.0 78.0 76.0 76.0 73.6 68.7 84.4 68 9 m o ?4" 76.0 76,0 76.0 76.0 76,0 76.0 78.0-• 75.0 78.0 76.0 78.0 72.9 w 12 88 5 ga 8 �otl. DESIGN SCHEDULE: 11Ix411 1 MULLION WITH T-CLIP( OR1 C-CLIPfKI MULLION TRISUTARYWIDTH d� �� $ SPAN 18" 21' 1 24" 27" 30" 33" 38" 39" 42" 46" 48" 63" o 108" 69.0 60.8 44,2 39.3 36.4 32.2 28.6 27.2 28.3 23A 22A 20,0 6 �� 100"_ 70.2 60.2 62.7 46.6 42.1 38.3 36.1 32.4 7F.-1 28.1 28.3 " 23.97 98" 75.0 8810 694 62.9 47.6 43.3 39.7 96.834.0 31.8 20.8 17.0 90" 76.0 76.0 72.3 84.2 67.8 62.0 48.2 - 44.6 _ 41.3 38.6 36.1 327 88" 76.0 76.0 76.0 73.6 68.3 60,2' 68.2 81,0 47.3 44.2 ' 41A 37.5 84" 75.0 76,0 76.0 76.0 71.1 64,8. 69.3 54.7 60.8 47.4 44A 40.2 80' 76.0 76,0 76.0 76.0 1 76,0 74,8 _ 6618 6313 68.8 64A 61A 46,6 78' 76,0 76.0 76,0 75.0 76.0 76.0: 737 68.0 832 69.0 68.3 60.1 78" 76A 76.0 76.0 76.0 764 75.0. 76.0 71.9 8&7 62.3 -" 68 4 62.9 ` 72" 76.0 V 76.0 76.0 76.0 76.0 76.0 76,0 76.0 74.6 68.6 66.2 69.1 j - Robert J.Amoroso•P.E. Florida RE No.48752 66" 76.0 76,0 76.0 7610 78.0 78.0 76.0 76.0 -76.0 76.0 71.2 6wv 76.0 75.0 7610 75.0 76.0 76.0 1610 76.0 7 64" 76.0 764 - -76.0 78,0 76.0 76.o' 76.0 76,0 780 76.0 76.0 76.0 j �Qe`�'g`aA p I►�°0�6� ^ 60.8 75.0 76.0-, 76.0 75.0 1 76.0 7610 76.0 75.0 76.0 76.0 76.0 760tiq�'t �;tiG E Ng *rc�, 46" 76.0 76.0 76.0 76.0 75.0 76.0 76.0 76.0 76.0 76.0 76.0 75.0 �Qp'. Na 48762 �`I'p 42" 76.0 76.0 76.0 76.0 76.0 76A 78.0 76.0 7610 76.0 75.0 76.0 € I=; 1 ?' 38A' 760 76.0 76.0 76,0 __ 78.0 76.0 76.0 76.0 76.0 7&0 760 760 VJF' 38' 76.0 _ 76.0 78.0 76.0 76.0 76A 78.0 76.0 75.0 76.0 76A 76.0 E ��t; TV E 401 90 78.0 78.0.•._ 76.0 78.0__ 780 76.0 78.0 760 76.0 780 76.0 780 I ���°�14R1C?;� %%m S. 2�3" 75.0 76.0 76.0 J 7&0 7&0 76.0 •75.0 78,0 78.0 78,0 76.0 76.0 °°Ss p A't,1�N%�`