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HomeMy WebLinkAboutProduct Approval-Windows, Mullions -, . . i • , . . . . , . . , . . , . . . , ( - . . .,. -Z4 13 e'k Oh . . .„. . • -505:1.. X Cy I-) Q)'e , ' . . .1.1 SN)0^rry) c' ) . i IS A cA (1, . -,, -zi,s•-z.', Q)--, (, 1 rre5_, 0-A;17).) QZ)/o ii \-• 1 . • 7/11.9 )?b1 . Srnaf V;k M V) -Zri 15 X 03 i FrO\0(•1 rql.) .:. 7 . ' soy1) ca-A /3 xg-tk 4/ )_Sbl c1-1 STY)OrtjMct) ` S-)4 Qs Q., • i .- unoD apfil'16 511011•19(3 ,, • ef )5" $ CM ( - , ) Wulligc1DG 3 A_Er q .' 66/ 6 0 OW 74 c19. x )-7 cS) --e4 1,9 XOh (:6 ciateaosli ---4,1 Is 4011 ( -6/0..S ik_SI-7 ch 1 L.SZI. '6T/Li/ . . , . i • . coOlpklY1 0, .---1. ,4) b 1 2) \ t-rA I ,t , • . ____ ; „, , D , • - i. , L. 1 , . 5/9/2019 Florida Building Code Online ' m l a mxa C O ax' �sZial .. e _ e 1.;,k '.. �ya, q'";.,,... y 3 vY" 3a °4 o ' -'" i- @ i; 'F yy fil)Y FP ?tai r x ..° ,a , -'' ( $q I IA ^ 3 1°- _ � . 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Search i F Ila ,,,i )r i r'l4 Product Approval 1 I` 'USER:Public User i.zwstm product Approval Menu.>Product or Application Search>Application List>Application Detail ffi: t, _. �� a°` FL# FL11870-R5Sti&thietAti1 Application Type Affir..ation 01 :• Code n 201 Application oStatus Approved -xttkn9�e,�-au,,,-CO • Comments Archived .� C91 Product Manufacturer JELD-WEN I Address/Phone/Email 3737 La ort Blvd g° K amath Falls,OR 97601 ®� (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email , Category Windows Subcategory Mullions Compliance Method •luation Repo. from a Florida Registered Architect or a Licensed Florida Pro essional Engineer I Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Steven M. Urich,PE 1 ki Validation Checklist- Hardcopy Received Certificate of Independence FL11870 R5 COI C of I 2263 RevO 413- 1003 JW StructuralMullion.pslf i Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11870 R5 Equiv EER 2263 RevO 413- , 1003 JW StructuralMullion A.pf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw0qub%2fM2eroZGl6BixGr%2fb6by9BKKXPwWoE%2fav6huA9VsnA%3d%3d 1/2 5/9/2019 Florida Building Code Online Sections from the Code ( F 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 Building Code. I Documentation from approved Evaluation or Validation Entity a. Yes @ No @ N/A Product Approval Method Method 1 Option D Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/12/2017 Date Revised 09/10/2018 Summary of Products Model,Number or Name Description 11870.1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits o se Installation Instructions ved for us• '• VHZ:Yes FL11870 RS II JELDO108 Rev0,12111 Approved for u-e out--de HVHZ:Yes Verified By: Robert J.Amoruso, P.E. 49752 Impact Resist. t:Yes Created by Independent Third Party:Yes Design Pressur- 5 - Evaluation Reports Other: FL11870 R5 AE PER 2263 RevO 413- 1003 JW StructuralMullion A,.= Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:B50-487-1824 The State of Florida is an AA/EEO employer.•CQgyr) ht 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response 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,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,201.2,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may he used for official communication with the licensee.However email addresses are public 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 licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 14M1 ik.E1 ............................................ Greaite rct ::: S(;Ctlfl1.y M t r)4.rcS https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZGl6BixGr%2fb6by9BKKXPwWoE%2fav6huA9VsnA%3d%3d 2/2 - JELD-WEN CLIPPED ALUMINUM TUBE MULLION LARGE AND SMALL MISSILE IMPACT RESISTANT- HVHZ S Q U ,W' a MULLION SPAN VS.LOAD WIDTH TABLES-INSTALLATIONANCHORAGE DETAILS & n_ GENERALNOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201/202/203.AND ALUMINUM DESIGN MANUAL 2.ENSURE MINIMUM EDGE DISTANCE 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 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF w o n 7 c g C4=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). X LL 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2". .,- /Y'. _. 0 JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. Cl)Ng 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONSre o H 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, x o E 0 SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM.BRICK,AND OTHER WALL FINISHES. W co OU ZZ w 5.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 Ti-1 0_l Q 2 O ( " (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE Z7O-a8 >2 z BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION. z 03 In 2 W i 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. LU I-,LU~ o F.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE KOu Z 7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED.OR G 0 I- j a i LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR 'w I 2).-: -,-1- REGISTERED $ REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. 22 4 . 6.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY g 5 j UJ t gi OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING.EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT m W z FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS.NOT SHEATHING. M Y 0 p g 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS d Z A 10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE"G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. 8/g' 2 UW gid 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, IL. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W o e FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE. C7 W e a�,d 5w 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: JE TO BE USED WITH THESE MULLIONS. E .g a 1. TO CONCRETE BLOCK 13. MULLIONS SHOWN HEREIN MAY BE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3116"DIA.ITN ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2'MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL ATTE DISTANCE. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 1.2. TASHMENT MAY BE 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. I DIADVANCE THREADFORM TAPCONS WITH 1-112'MINIMUM EMBEDMENT AND 2-114' M FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. INIMUM.EDGE D 2.2. ATTACHMENT MAYYTANCE. BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-1/2'MINIMUM EMBEDMENT AND 3/4'MINIMUM EDGE DISTANCE. Robert J.Amoruso,P.E. 4. TO 1/8"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fty=22 KSI MINIMUM) Fbrba P.E.No.49752 TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2"MINIMUM EDGE DISTANCE. gtt95011200 SHEET SHEET DESCRIPTION ti_:.0 yAMES • •O'te� 1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE : �4�� `:.�G e/bs Q� ,gy 2 ELEVATION " ."' flQ.+f3T:,v.c m i.3 COMPONENTS .0 : 't ag 4 C-CLIP AND T-CLIP INSTALLATION DETAILS „� xE F lil y 6&7 MULLION SPAN IVS.LOAD WIDTH DETAILS TABLES Mdo�do� +o�pA 1<e ,w,+.... • Li —I NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED GEOMETRIC__ IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o SHAPES // \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION m - - �� PRODUCT PER �� SHO7WN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. // SEPARATE APPROVAL \\ W 1 4113111% 4,x.6 MULLION Q© V 4 —/f-- A �� '--'C — i MULLION \ IL OR I1— T- SUBSTRATE \ I 1 a Q 0 Q© FENESTRATION ' FENESTRATION PRODUCT PER I PRODUCT PER MULLION SEPARATE APPROVAL SEPARATE APPROVAL OR MULLION MULLION �� 4.5.6® W 1 SUBSTRATE-s',... B °° •C• v© 4 MULLION-- — m rsJ ENESTRATION FENESTRATION PRODUCT PER FENESTRATION FENESTRATION MULALION PRODUCT PER ..G . = N _ L2 PRODUCT PER PRODUCT PER W2 — Li SEPARATE c._ — SEPARATE SEPARATE SEPARATE FENESTRATION PRODUCT PER APPROVAL APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL y W20 1. h vv vv '46® IX Ci; _ _ 1 — omo w zoo�Z >� Z I 1 un-J Wzcoui1 2 .. I--W3TW4-4.--W5—.-I L1 1 —W1 W2— o° I-Li w 4 � ElLOw� UJ ..I o NOTES: NOTES: NOTES: J§E 4 N;�&' 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY n g= E`€€ n Y a UNLIMITED PROVIDED THAT MULLION LMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT m O I y EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT IL rl EXCEEDED. a W 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL II p 4 SEPARATE APPROVAL BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U 36 6 MULLIONS SHALL BE PER SEPARATE APPROVAL. P o e 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM B Nig SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE g DETERMINED FROM DESIGN SCHEDULES. 5 Z� 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED _ _ _ AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.1. MULLION'A' DETERMINED AS FOLLOWS: 4.1.1. MULLION SPAN=LI 4.1. MULLION'A" 4.1.2. TRIBUTARY WIDTH=(W1+W2y2 4.1.1. MULLION SPAN=LI 4.1. MULLION'A° 4.2. MULLION'B° 4.1.2. TRIBUTARY WIDTH=(W1+W2y2 4.1.1. MULLION SPAN=L1 4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(W1+W2y2 4.2.2. TRIBUTARY WIDTH=(W3+W4y2 4.3. MULLION'C" 4.3.1. MULLION SPAN=L3 4.3.2. TRIBUTARY WIDTH=(W4+W5y2 FENESTRATION PRODUCTS FENESTRATION PRODUCTS 2 MULLED VERTICALLY MULLED HORIZONTALLY Robert J.Amomso.P.E. MULLED FENESTRATION FbrbaPE No 49752 EXTERIOR ELEVATION SHOWN EXTERIOR ELEVATION SHOWN Cl PRODUCTS WITH TRANSOM 4`tt# iPA ,'9;i.• 1 EXTERIOR ELEVATION SHOWN x•413 s*C6 4'4 0/2Y��jr i A..AT.. .NQ .2 4Pf5 • l.' . W T TEI 4"©BF�fitdRlp?.`�,~ :. Pdd�t-0 A q ty 4.388" m a - - 0.125" c ���--��---.- 0.726' - 0.726" II H 0.476" 0.476" gt 1- m Ifhllfl 0.125" III 0.125" 0 Q 111 rc re 1.000" J1�2.110" -0.125" 2.110" -0.125" a �1-2.311"-I -�- L '- 1.000" - - 1.375" 5.500" 0.312° 0.375" 3.000" , N o, p_o A = N •S LL 3.000" 0.125" o 1 II = , d o 0.438"J FOR USE 0.438" FOR USE i # ANCHOR LOCATION.0.750" "' N W RH 1'X 4" ■ N WITH 1"X 4" N TYPICAL n `D MULLION - `� MULLION O § O1"X 3"MULLION O'GOAL-POST'CLIP I M �`�,m o W 6063-T6 ALUM. 6063-76 ALUM. v N ••¢ O z00]i, '� z 1.000" 1.950'0.975' ANCHO LOCATION,TTYPICALANCHOR LOCATION, 3 Q?ZO o ry o1_0 EL Fa ANCHOR LOCATION. .29" 5.500" w y<2 U E -3.000" 0.125" ,� T� I I 5 5 3 ELL. 0.110' el Y O O 21 4.000" oFOR USE •I FOR USE M • y 4.340" I- 0.438" b ° 0.438" t 0.970' ryn m WITH 1'X 3" WITH 1'X 3' a gg a •- Es' MULLION ,- EN MULLION 7 idd O U (h5� 6 PIS O1"X 4"MULLION -0- CHHOOR LOCATION, - ANCHOR LOCATION, w 11 `IS 2 TYPIL C � 6063-T6 ALUM. 1.685" .29" ®'GOAL-POST'CLIP PLATE T-CLIP C-CLIP 6063-T6 ALUM. O 6063-T6 ALUM. ©6063-T6 ALUM. Robert J.Amor"so,P.E. Fbrba P.E.No.49752 `4.4:3(::'..7C;G ENSU D, �p go.�97s2 `�D :: . ro,,ONA 4 t--: .. 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS "' o # 10 SMS OR SDS PENETRATION INTO ‘,1,— o 3� WITH FULL THREAD ; WITH FULL THREAD PENETRATION INTO MULLION `r MULLION ///// �3 ce /_ / /.. / / / ` is/ 11 1 o • 1 _. 1" 1/2" 1" I #10 FLATHEAD H2" OH • 2" ., o A O SDS,(4)PER CLIP I II #10 FLATHEAD #10 FLATHEAD =� v SDS,(4)PER CLIP SDS,(4)PER CLIP y 3" -- 4„j -1 it A x o N r,Zo > 1"x3"or1"x ci��Q< „a z 1 4"MULLION 1"x3" 1"x4" zoo n� mce z MULLION MULLION z°'o 2la w w z TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT o°F " pg a i !.1 ©MULLION INTERSECTION W/C-CLIP O2 MULLION INTERSECTION W/C-CLIP O3 MULLION INTERSECTION W/C-CLIP -J Y a V 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION g �H 6" SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a 7 I k eg a0 $.,4g /j U �d e%/��� /// 4 //// //// "3"74 /// 24 /' c ` EDGE] 3 EDGE .4 EDGE i 1- ii EDGE EDGE A EDGE DIST. �/� DIST. DIST4MBEDiA. . � / SCHEDPCLIP/ i A. EMBED. `; A ANCHORS PER 11111 1 1» ANCHORS PER 1/2 1" 1" SCHEDULE,(4) ,II II I SCHEDULE,(4) 0 • 0 0 PER CLIP PER CLIP H2" 2"H Robert J.Amon sa,PE. #10 FLATHEAD IIIIIIIIIII #10 FLATHEAD Fb,ba No.49752 PE SDS,(4)PER CLIP SDS,(4)PER CLIP #10 FLATHEAD SDS,(4)PER CLIP `% MMES as♦g 0.4, . .... 3,. I 4" _ I �eQ�4 .y%cEivs dS , 1"x3"or1"x '1-: '4° 49+52 `I 4"MULLION L"x 4" tr ., a MULLION MULLION � �' 3s 7 TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION T T� P o� ©WITH T-CLIP ©ATTACHMENT WITH T-CLIP ©ATTACHMENT WITH T-CLIP rod s{ORO P `,.:. 4 VERTICAL SECTION ©ATTACHMENT ELEVATION 4 SIDE ELEVATION P,drl U NAt. ?:_ SUPPORTING SUBSTRATE c (SEE ANCHOR SCHEDULE) - 1.95" A ANCHORS PER < SCHEDULE EXCEPT 4t 6()6e� • FOR ANCHORS TO U DIIST./ / 4 DIST. #10 FLATHEAD 1.375EDGE " CONCRETE BLOCK w / , SDS, (CMU)OR CONCRETE a j EMBED. ANCHORS PER (4)PER CLIP AM:WAWI ' o SCHEDULE EXCEPT FOR ANCHORS TO Isar, CONCRETE BLOCK l(CMU)OR CONCRETEMMI 0 I O • r7 I Et 14" I INTERIOR N g 3/8'' MIN. NOTE:'GOAL-POST CLIP AND w CLIP PLATE SHALL NOT BE 1"x 3"or " I 3/8" MIN. USED WITH 3116"TAPCONS 1"x 4" h< 1'1 FOR ANCHORAGE TO MULLION o o' " �• CONCRETE OR HOLLOW <t• o w EXTERIOR I 7\.\\_. CONCRETE BLOCK.MAY BEO , ci �I a a I USED ONLY FOR ?m �¢ m LLzI #10 FLATHEAD ANCHORAGE TO WOOD, w' La;I- i SDS,(4)PER CLIP ALUMINUM OR STEEL. 4 o p< z 5 ..1 LL, a 2 1"x3"or1"x4"MULLION ' g?� p4 mY�d `c 0 TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH wJ y (1.-)'GOAL-POST'CLIP 2 GOAL-POST'CLIP LELoi S9 fir.^q O SIDE ELEVATION O SECTION U LIP1e 8I, `t9 Robert J.M,000o.P.E. Fbrba P.E.No.49752 �,4� '4,GEJys�0.64] ..QTTE. 0otii.... 4747-", 1:itC..$0Hl0A ` `. . . DESIGN SCHEDULE: i"x3" MULLION WITH 'GOAL-POST' CLIP o - o • MULLION 7RIBUTARYW1D7M `n 71- SPAN : 18" :21" 24" 27" r 30" 1 33` 36" 39" 42" 46" 48" 53' u 108': : 275 23.6 20:8 18.3: i 18.5 :16.0 1E8 127 11;8 11.0 10,3 / , I w 5 100" 32.8 28.1 : :24.8 : 21.8' 19.7 17,9 : 1E4 : 15.1 14'.0 131 123: 11.1 98" 37.0 31.7 i :27.8 : :24.7: : 22.2 : 20.2 i 18.6 : 17.1 15.9 148 :13.9: 12.6 O o DESIGN SCHEDULE NOTES: � 00": : : 449 38.5 : 33.7 : :30.0: : 27.0 24,6 22.5 20.7 ' 18.3 18.0 :18.9: ___L15.3 _: 88" 51.6 44.1 38.8 : :343: : 30.9 28.1 2E8 : 23.8 221 20.6 :19.3: : 17.5 _ 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 84": : 55.3 47A 41:6 : :36.8: : 332 : :30.1 . 27.8 : 26.5 23.7 22.1 :20.7 18.8 : POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR I• -...... - „.-�...- USE WITH MULLION SYSTEM IN POUNDS PER SQUARE • 80" : : 64.0 548 : 48.0 : :42.7: : 38.4 : 34.9 : 32.0 I 29.5 274 26.8 :24.0 , : 21.7 : • I FOOT(PSF). 78" : 66.0 56.6 49:5 : 44.0: 39.6 : 36.0 : 33.0 : 30.6 _ 28.3 26.4 24.8 22.4 2. FOR DETERMINATION OF MULLION SPANS AND• n r 76" : 67.8 58.1 50.8 46.2: 40.7 37.0 : 33.9 31.3 ��290 : 27.1 :28.4 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N 72" . 71.6 813 53.7 : :47.7 : 42.9 : 39.0 : 35.8 : 33.0 30.7 : 28.6 28.8 24.3 i = .e-g R. LL 0 66" : 75.0 08.9i58.5 :62.0: . 48,8 : 42.6 : 39.0 . 36.0 33.4 : 31.2 29.3: 26.6 : 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE ; 1 t0 OF CLIP PER MULLION,USE THE LESSER ALLOWABLE _ :60�: : 76.0 73.8 644 : :57.2: : 51.5 : 40.8 , 429 3E8 36:8 : 34.3 32.2: : 29.2 . DESIGN PRESSURE. h LIJ :54" . . 75.0 76.0 :71.5 : 83.8: : 57.2 : 62.0 : 47.7 --44.0 40.9 : 38.2 358: 324 : E a 6 60.5' 76.0 75.0 76.0 i 67.9: 61.1 65.6 50.9 47.0 43:6 : 40.7 36 2: 34,6 i 4. 'GOAL-POST CLIP MAY NOT BE USED FOR Q -'_ 48" 75.0 75.0 75.0 : 71.5: 64.4 58,5 : 53.7 49.5 460 : 42.9_ 40 2:" 36 4 INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK > o Q (CMU). W z 42' 75.0 : 75.0 76.0 : 76.0: 73.6 66.9 : 61.3 _ __ 56.6 52.6 : 49.i T: 48.0: : 41.8 v p n J a O i 38.4" 75.0 : 75.0 760 : 75.0: 75.0 73.2 1-97-.:1-_' 61.9 57;5 153.7 150.3: : 45.6 . 5. ®DENOTES CONDITIONS NOT ACCEPTABLE 2 m W 2 Q I z :35" 76.0 : 75.0 76.0 : 76.0: 75.0 75.0 _: 71.6_____ 66.0 61:3 57.2 53.7: . 48.8 FOR USE. 3 Q io p o 3 :30" 76.0 : 75..0 76.0 : 76.0 76,0 76.0 76.0 75.0 73:8 08.7 : 644: I 68.3 0�a 1=1 s..1 240 76.0 : 75.0 75.0 : 76.0 76.0 76.0 75.0 75.0 75.0 76.0 '76.0: 72.9 . w z 9 -• '3� a 4ung . I ,- �Z tcz DESIGN.SCHEDULE:' 1"x3'`.:MULLION:WITH ''1-CLIP' OR 'C::CLIP' 4:0 U� 1 'MULLION: TRIBUTARY:WIDTH. a ga§w : .:.:5p ..:::. 18' ..'.21" 24 27. 30...........33" 36" 39" 42"' 45' 48" 63".....) 8 106" , 27.5 ....23.6.,.. 206 ":.,:„:„.10,2... 165 15.0 ::13.8 •' 127 118 ...1110 10.3 /f � 3 , 100' 32.8 261 24.6 24.8 19.7 17.9 ,.18;4.... 16:1 ...144 _ 13.1 12:3.... ...4:1.1 96" •`:37,0 311 27:8.... 24.7 222 20.2 18.5 17.1 16:9 148 13.9 12:6 90" 44.9 .. 38:5 33 7 3 .-.27.0 24;6 ""22.5 20.7 19;3 18.0 0,0 16,9 15.3 86 61',5 38 44.1 'mew 34'.3 30.9 281' 26.8 23.8 22.1 20.6 19.3 17:5 1. 84".. 65.3 47 4 - 415 __ 362 33:2 301 272 25.6 "23.7 221 20? 18h:•••. 80". ..:..842 54.8 460 42.7 38.4.. "34.9 32.0 29.5 274.::": 25.6 244 21.7 _.__78"._ .:...69.0. 59.2...,. _61.8 46.0 .....41:4 37.7 344.....••••'31.9 20.6 27.6 26.9 23:4 i _ 76'. 74.6 840 56.0 49.744:8 "'40.7 ' 37.3 34.4_.... 320 1 29.8 28.0... ..25.3. i Robert J.Amoroso,P.E. 77' 7510 75.0.: :-::66.8 58.6 527 47:9 439 40.5 37:6 .. 361 .. 32.9 29:8••• j FbrBa P.E.No.49752 66"" ....76:0" ' 76.0 .. 76.0 .. 762 .....68A 62.1 67.0 626 480 458 2 7 4 38.7 :60" 75:0 ...76 0 76 0 . 75.0 76,0 760. 76:0 •' 70h 86 0 607 66.9 61.5 o...,0 1 Vii. '54" 75.0 76.0: 71.0 75.0 :.75.0 .764'1, 75.0 754:.:.: 75:0 72.6 ._, ..88.1 61.7 ,aa`��� PA Q°++ 506" 75:0 75.0 :::76.0:.::: 764 ... .. 760 - 76.0' 75.0 -76.0..... 75.0 76:0 721 65:8..... $'. ,-Ac EN,g �G�t. 48':: 75'0 75.0 • 75.0 75:0.,..: 75.0 76,0 76.0 75.0':' 76:0 764 76.0::: . 69:4.. Hi--,•::,•-: Z .! '•Na 40752 `rp m; 42". 76:0 75.0 76:0 .. 7E0 . ..752..._ 76:0 ....75,0 75:0 76.0 .. 7E0.... 76.0 7E0 38.4" 75.0 .75.0.." .:•75.0 750 . 75.0.... 76:0 .. 760 76.0 ....76.0 75.0 76.0 76:0 4 • �l .-,...*:.- I: 36' 75.0 75.0 ....16.0 •' 75:0 76,0 .7510 ' 76.0 76:0 76.0 754 75.0 7501:i7;1971,"&"::TE F 1 ' 30" 76:0 752 7E0 75:0 760 762 76.0 • 75.0 762 76.0 764. ..24" ::750 75.0 .. 750.... 7E0 ......75.0 76:0...: 75.0 76:0.... '.75.0 750'... 75.0... . 76.0' . °,.0e. NAU X44 I 4 • _____ _ DESIGN SCHEDULE::::r.s.x4.'1.".''MULLIONWITH"HIGOAL•- POST'....... . . .... . ........... .. .. ... __ ii ,MULLION. 7RIBUTARY WIDTH , ,- A . _ SPAN 1;' lee 21" 24" 27"..... ....30' 33" :36* ..39".. ...42" 46" 48" 63" 108" 462 ._,::":41.6 263 323 ".29.2 26.6 ..... " 2413.... 22.4 20.8 19.4 18.2 162 : * , 1- E . ... 100" 512 441 38:6 342 30.9 28.1-.- 262 23:8 22.1 20.6 19.3.• 175 La 98" . :, 637... 48.0 •....40.2 '••.35.8 322 2E3 28,8 2418 2310 2122011 18.2 i -- 90" 67.2.- 49.1 42.9 382 .:""3413 312.... 282 264 . :242 222 21.6 ••:•.103 ' ae - -: DESIGN SCHEDULE NOTES: ;i .....86-••• 69,9."••••.61:3......•"44.9 -••.39.0•:• .•.•262 327 :::':292 27:6 2E7 24.0 ."•:22.6 20.3 ' a_ • 11 64" 50 52.8 ..., '''46.0 1 ..•-40.9 :. 26.6 33.4 307 28,3 2613 24.6 23:0 .....'20.5•••••; 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 80" 64.4 56.2 46.3 42.9 3816 3EPOSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR1 322 2E7 2E6 ....222. . 24.1 .....212 ; USE WITH MULLION SYSTEM IN POUNDS PER SQUARE . . 1 i 76" 86.0 ••••68:6 49.6.... 44.0 -•••316 303..... 3E0 302 28.3 , 26:4 24.8"" 22.4 " FOOT(PSF). i ..... 76 6/.8 ,,,,,68.1 .'•••60.8 . ..4E2,_ 40.7 :::::3.7.0 332 313 293 2711 253 232 ,. ...... .... FOR DETERMINATION OF MULLION SPANS AND .727.. 716 61.3 637.••. 4E7 •••422 39.0 35.8 33.0 30.7 ...263... 2.26.0 243 : 28 r.- .. .... TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. 1 ......66"-••• 750 66.9 68:5 52.0 4E8 422 39.0 36,0 3E4 31,2 29.3 28.6 ' R § u. 50"..... ....VW:'' .....735....1 ....;64.4-••• ....•672.....:::::518..........4E8 4233E6 36.8 343 sii iii: ....• i 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE g . . ... . - .: .....54" '•;•764 750 ..... ... 71 5..... :1.•-23 6........:'6712'"•.....6210•••• "4E7 44,0 4E9 3E2 38.8.... :'::32.4".". ; OF CLIP PER MULLION,USE THE LESSER ALLOWABLE DESIGN PRESSURE. co .- ' En.-I 1 LI 608":11: 750•••.....750.....:•""7E61111:..............•••:611:.:•“.1.::6E5 6E9 47,0 433 40.7 382 3418 43 ,H mo 762 75.0 712..........64.4.:•. ....58.6 631 4915 ...._462._ 42.9 41.2 3E4 ' 4. 'GOAL-POST CLIP MAY NOT BE USED FOR ]] i 42' ••• 75.0 M75 O.'• 76.0 ,0 7316.....••..•6E9 612 siii -Si' 4E1 46.0 413.'"\; INSTALLATIONS TO CONCRETE OR CONCFtETE BLOCK <0 11 ------- 384"''' •.•752 7E0:1:::::::.75.0••• .....'75:0 752 732 0E1 612 6E6 631 60.3 4E6 6=1N:1 4:164.... MO..... z0A.,,;_,..7.5:0..........76.0 752 71.5 66.0•••• 61.3 57.2.•.. .....617 .. 482 : 5. EMZEM DENOTES CONDITIONS NOT ACCEPTABLE 3.0-Do . z z co cri 2< 5 :.:::30" 760.....**••762 1E0 76.0. 752 '7510....-:.....752 761-- 731 6E64 7 .4 56.3 ; FOR USE. 1-iii m. „ .. ,. ......24' ••• ::•:762 ?EC;.;;;;;.:76.0..........7E0:'.:'.....75.0.... .....76.0:::::::.::76.0,::::1:1.75.0 76.0..........•75.0 75.0 ' 7219::.:: _I uji 2> • • U., I-DZ . ' • §,?-11II 4-V IL 1H 8 V DESIGITSCHEDULE............................................................... .:! !! !! !! ._, Q. 11 iiitiatoi.::.TRIBUTARY WIDTH, ,: .:::: :: 1:::::::: , 1 :: :: :: ::1::: :: :: :: :, ::: :: :: :: : :: :: .:::::111 :::: 1: .: :1: 1: :: :: : ::::1, 1: : 1: ••::SPAN;;;;.'::18". . " .21" • •"24".1•'':'.:':.27". • •• 30'1..::•:::-33"......••...36" '' 1'. -39" ::::42" ': :: 45" : : 45'' ' . '53" : - ..106". ..•:::59.0''':: .. .50:6":" ..-44:2.... ...30.3. . .. 2 32 :, .. .29:5 •• :•:::27.2 •• --.26.3••- ••232:••.: •• 221 •• :::.20.0 i 1 h. ,g:•100", •, 14.2 i..: :: 202 '' '''1:62.7:':':1:46.8 ' ': 4E1: '' :1'36.3 11 :: '3511 11 11..132.4 1: '1"30.1'': "2811: : .1 26.3 '1 ::: 233 " • 15 96"" '• '..75.0' •• •• 28.0,:• ::::•59.5 ':...622 : 4E6 '' 432"1".. :39/.•....,•••.36.6 34.0 ".3118 292 27.0.... 90" 75.0 •7E0 723- 642"• 57.8 5E6 431..... 44.6 ....41.3 38:5 38:1 32.7...... ;:::;;85'•:..' •'::76.0• ••.:'_754 •' :::.':7E4•"'•"•73.6' • "66:3" " "•60.2 " '' '65.2 •' " 'KO " " '473"•;••::44:2- ' '' 41:4•... ... 37.5 - : •• •84" ... 76.0 75.0.::::' 7E4 75.0 71:1 •:..::64.6 59.3 '"54.7 5E8 474 44:4 40.2.... 80', 76.0 7E0 75:0 754 7E0 .••-744 606 :•::613::::: 58.8 .....54:0::::. 51.4-••• 4E13_ •75;. ' ***75.0' •• •• 75.0 '' '•'.7E4:::•"'75.0" "76k" " '.•7E0' '• " '73.7.. . ••;684012 :'.1 69.0 66.3;:; .. 76"•. • •:•76:0- •• - 7E0 •• ••••7510'':-•••••75.0• • ••75.0• -'.:'76.0 •- - •75 0 •• •• 719 - •--6E7 ::.: -•6E3 56.4'•': •" 523'•• 72":: : :':75.0' :' :' 752 ': ::1,17E0;;;':';;75.0' •••;'•76.0- :: :;;;7.E0 :: ''••:7E0 " " 7E0:::•:i::::74.5"- ••66.6.• • '•652 ' ••• 5E1 .• Robert J.knows°,P.E. 66" 764 75:0 75;0 754.-•• 75.0•••• 75.0 75.0 16.0"' 76,0 76.0 112 84.4" Fbrida P.E.No.49752. •• 60"•• • .;::.75.0• •• • 7E0 - :.:.;7E0:::.:••;•750• • ••76.0• •;•••750 •• •• .76.0 • . 750 .750 .752. 75.0.,•• ' 703 • 04W8114.044............. sr" ' ••:::•760:••:' " 7E0 " :1:;:764::::;'..764 .....7E0 7E0.... '7E0 754' 75.0 764 750 •"• 7E0 ..........ko..kkm Es•:.;•.04;••....... '..''':%'V' '. 'h?'" : ,..4.$ .......4. -0..ja., 60.6"i':: ""7E0 75:0 •"'75:0:.::• 764 750 7E0'•' 7E0 76:4:-: :-.•75.0 75.0 7E0.... 7E0 ... %0 EN,. , K4..„...-CP•e•...'''" •.,:Gsit:::: 48' ....TEO 76.0.... 750 75.0 75.0 750 _7E0 75.0 764 7E0 76.0::•:• 7E0 i':i.:.••',...,;:'•' Na :407.62::::7,7:jr.]i 42'•: • ••752• '• .. 7E0.-•-,'''•764.. • •754 76.0 750 7E0 --7E0.:::: 75.0•......76.0 ".•.7E0 '' 754..... itlr . :::.,::: .:: :,:...• .,:s4,:l.,..:i 383",'::1:•.:7610 ..".7E0,,,•, 752 7E0 :'::75,0 752::.•• 75.0 7E0:::::-- 750 75.0.... 76.0 7E0"" 1;70;761" .:: ::':::Ii 6,.c.r;':'.E: ...._ ••••3r... .. 7E0.... 7E0 -• 752 ....75.0 -•.7E0.... 7E0 7E0 760 „76.0.. . _752. . ..7E0::•:: ... 76k .. :.-47',...: . TE1: F; 1:1...0•.,:- :............... 40.,.:•::: ! ••301 I: '•;';7E0 '' '' 164 . :764 •,• . 75.0 ..752. ' 7E0. 7E0 75.0 - 754 ..7Ea.• ••no. • 7E0 ! .0..•(‘'`:.1.:.4:•••••••.,p:;..."+,..:...•:::: 1,:i•KV,...;QR1..%,.•V.4.•••.' I ,,••,24" - . •750 :::76.0 ••• 764 7E0 7E0.... 762'••: 7E0•••• 752:"' 7E0 ;•••750 •'75.0:•'' 75.0 !;''::'4''.A#10.84A-ttIte r•• •• - " " " " " " -" " --"" ' " " " " -- " " " " - " " " " " • i..;;.....-00-triastiiiO4"" ..... 4 _ _