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HomeMy WebLinkAboutProduct Approval (3) x . a ► a fl 0 6 4 ,r 4 �At NJ AW m 'w i I i 8CI5 Home , Log In User Registration , Hot Topics � Submit Surcharge � Stats&Facts � Publlcatloris Contact Us � 8CI5 Slte Map Links Search -� db s Ous— vvlewa® F0�Product ApprovalPLIANCE Public User OJ)F C®M Product Approval Menu>Prody4101sida I umpi cation Detail ■ .. FL# 13 ®CC FL17472-116 Application Type Affirmation � a Code Version 2020 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived -File C®DV ' Product Manufacturer i�- -EasTiiii Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft.Myers,FL 33912 (800)432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@eastemmetal.com �. Technical Representative Timothy J.Hoard Address/Phone/Emall 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext4314 thoard@eastemmetal.com Quality Assurance Representative yse Address/Phone/Email Category Windows • Subcategory Mullions Compliance Method Certification Mark or Listing a � Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. ° �_ ' 3 � a - Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By 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. Documentation from approved Evaluation or Validation Entity Yes t`No N/A FL17472 R6 COC SA17472 SS 2020-12-07.pdf Product Approval Method Method 1 Option A Date Submitted 12/14/2020 Date Validated 12/14/2020 Date Pending FBC Approval Date Approved 12/18/2020 Summa FL# Model,Number or`Name `,Description " 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion R' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R6 C CAC 662-104 C0R2.gd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 a Design Pressure:N/A Installation Instructions Other:See drawing set for mullion size,angle and design FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-13. d pressure rating Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes g. Evaluation Reports FL17472 R6 AE PER6414 SS 2019-09-11.pd Created by Independent Third Party:Yes 172.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizon I,T and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R6 C CAC EAS 622-101CAR.PDF Approved for use outside HVHZ:Yes FL17472 R6 C CAC EAS 622-102CAR.PDF Impact Resistant:Yes FL17472 R6 C CAC EAS 622-103CAR.PDF Design Pressure*N/A FL17472 R6 C CAC EAS 622-105CAR.PDF Other:See drawing set for mullion size,configuration and FL17472 R6 C CAC EAS 622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R6 II PA-0003 SS 2018-02-14.pd Verified By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R6 AE PER5505 SS 2018-02-14.pd Created by Independent Third Party:Yes - -, - Contact Us::2601 Blalr Stone Road,Tallahassee FL 32399 Phone:850-487-1824 x, € '$" haw•,„ :. The State of Florida is an AA/EEO employer.CQE,yrlglht 2007-2013 State of Florida.::Privacy Statement::Accesslblllty 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address If they have one.The emalls provided may be 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,KS,please click here. Product Approval Accepts: MIM k Credit Card i Safe Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Prr. , at kGYSTONE7 Certification Authorization Report Required By; PRO B1-03 CAR&Product ID Number: 622 - 103.0 Issue Date. 1/16/2015 Revision Date: 2/1612018 Expiration Dater 7/1812021 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in . accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the walliroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T1X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10&PAITAS 2011202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100E New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 tiw.�v.h�sronec�tzrs.co� KE�Sro E= Appendix 1 CAR No:622-103.0 Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: �VW�Alurni�numullion,�Horiz/V�ert/T/X � DESIGN PRESSURE LIMITS FOR MULLION:I"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 . 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 60.1 1 50.8 1 44.3 39.5 1 36.3 35.9 1 33.1 DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS SPAN L TRIBUTARY WIDTH'W'(IN.) IN. 18 24 1 30 36 1 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 1 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 1 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 1 97.1 72.8 58.2 48.5 41.6 36.4_ 32.9 1 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/i'AS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100B New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: Wl'-- "W2' I�•'Wl'�`I•'•'W2'�{ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE GTH EDITION)2017) r 1 II q FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 ' r \� MULL INDIVIDUAL UNITS ATTACHED TO MULLIONS MU—��ACT RATED. SPAN ANCHOR CLIP--,, / 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TOTHE TYPfl! FOUNDATION tS7HE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, VERTICAL SPAN 5. IX AND 2X DUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE E VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN'V MULL FOR THE PROJECT OF INSTALLATION. 4 SPAN'L' MULUON ,d 6. THEINSTALIATIONDETAILSDESCRIBEDHEREINAREGENERICANDMAYNOTREPLECTACTUALCONDITIONSFORA Typ, A/ 'W2' SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ` A LICENSED ENGINEER ORARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITHTHIS DOCUMENT IN NON-WHZAREAS.IN HVHZAREAS,ONETIME PRODUCTAPPROVAL TO BE OBTAINED FROM MIAMI DADE FIER. 7. MULLION&CUP MATERIAL!ALUMINUM 6005•TS&60G3•TG(AS NOTED) Wl' B, MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT.UNDER SEPARATE APPROVAL 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION /� r• CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, 1�j I 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP/ 4 � SHALL BE PROTEL FED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL PICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN MULL INSTRUCTIONS: ~I SPAN I!I~ 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. / I 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. WW2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS-, • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF 0 SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE.OF TWO-WAY MULLIONS, • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / 2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION[HART. 4. VERIFY THAT M UO O SIGNPRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 3 - ANCHOR CLIP DETAILS ' PRESSURE OF OPENING USING CHARTS ON SHEETS 640. q - MULLION SECTIONS S. QUALIFIED CLIPTYPES APPEAR ON SHEETS 6.10,.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CLIP ASSEMBLIES G. THE LMER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 1'X 3.1/8'(LIGHT)MULLION DESIGN LOAD TABLES 7 - 3'X3.2/8'(HEAVY)MULLION DESIGN LOAD TABLES ' 8 1'X 4'MULLION DESIGN LOAD TABLES \O /// REVISIONS @ ® Fwnrcrm wcunscluua aotua 9 2'X 4'MULLION DESIGN LOAD TABLES ��\\\��$F i rwR Ea tV✓ n102•X 6•MULLION DESIGN LOAD TABLES ` •11 - MULLION ASSEMBLY AND LOAD EXAMPLES T .= HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS E ERA ( LAND INSTALLATION NOTES G : p0�'y T P• /' wj` [Nte'pttn+l OF taE aeiDb'f. 4 •.• G�2\� 02 OS 13 T1H i. S N I. IYANLUMi. x 1"uri'airomacac. \\ SM 2/GJIe GTN[D.TBC DV0.IIES 1 PA-ODDS N.T.S. wnwuunanuo.mra pDz21x ursel� ncv F@P[my,a.nmOl(L pie or WEocyuavl..w �v l OF 11 .. ---I 2.000' I-- 0.25D" t000" Low '"(i" 0.250" 0.250" 1 6.000" 0.125" I 3.125" 3.125"0.125" � 4.DDO' 4,000" 0.375" 0.625' 0.250" (I D.M' 0.25D" 1"X 3-1/8"(LIGHT) 111 X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET R FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUA FIEDCUPS QUALIFI 0 PS QUAL—IF IEDC L PS QUALIFIED CUPS QUALIFIED CLIPS NOTE;SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. REVISIONS �� wtw,wavmnMev evmeao Eastern Eurew Eruvrnr ' ` ' '+•� _ .w.•"w...w V• n6Mi 0o41SM�VE. 4/ .0 w In1��u11.+lwuw ANC V.��'l1 Ii11�01p1m19n ~� 7 = WIL HVHZ.CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS k! MULUONCROSSSECTIONS O,n••. ( P;',r1U;� w1E xu 41 rarcr�an yr ii�itPs, ........ e�G`OQ 02 OS 13 TJH vwwuac vEars v.c, . Imccunnann na vsr viill��i �'ws1E'u° PA•0003 wmouuno"la. rvoE cdvi.'�ac wnlrovnw Iw.tsem yr wrE vcsswlrlw nav ° 2 OF 11 4"-------- 1-4"---^� r— T--o 0 } 2.25" 2.25" o I 0 0 zzs" 1.75* 2,625" 3.37S" v 2.25" v ( 0 2.25" v v o ! 1 4,625" 5,375" 0.325" 2" 0.125* t. T— �I 2"X 5"X 2 1/4" L-CLIP 2"X 5"X 13/4" L-CLIP x2s" 2"X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM6063•T6 0.12,5' ALUMINUM 6063-T6 L 10.46' 2"X 4"X 5 3/8" L-CLIP ALUMINUM 6063-T6 2.50" 0.722"-..1 If 2.25" a o 2.25" p 0 j 0.722"---� 10.46" \/ > 2.25" 0 2.25" o O 2.25" 0 �2.25" l 1.75' O _!. o —L 2, 2.335" 2.25" H—T 1.25" I0 2.25" v � 2.25" v 2.125" 2.125" 0.188" f 1015/32"X 21/4" H-CLIP 21/4" U-CLIP 13/4" U-CLIP ALUMINUM 6063-T5 ALUMINUM 6005-T5 ALUMINUM 6005-TS 1015/32" X 13/4" N^CLIP 8.25" ALUMINUM 6063-T6 —2.25"-"•-2.25" 2.25"-- 1 0 O O 2.625" 1 0 0 p \,,���*�.5 F. 0 �,,,' R6VIS�pN9 ��". Ea�t�rn �smN•�owr¢,a�noricra:[uv Q \\ 4 • . I' G43[RINGTK Q1pRY ',�• ` •t _ ".w• 1G113 DDteL.Mt t.`` ���u M.nuw..wu vu"�� \ `•�f "i i Y if MYtti,I llfli 0.125" 7 0.975" HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 81/4"X 3 3/8" H-CLIP +p P `� i O •. P,• �u - am.ttuu3r aY "la..xtu n. ALUMINUM6063-T6 ��i��S •• "' \ L." 3 51T1H 003 N.TS.m.3M "m am wwlTMW «n mn Dr wm DEsm. x 1 "� INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR HORIZONTAL (SEE NOTES SHEETS 2 1/2"MIN. (SEE NOTES SHEETS 1 7/Z"MIN. (SEE NOTES SHEETS MULLION,TYP. 6-10) EDGE DIST. 6-30) EMBEDMENT 6.10) _ CONCRETE OR MASONRY BY OTHERS CAULK BETWEEN ' .° e d. a G •Q 11/4"MIN. 3/4"MIN. ° MUP. LLION CLIP EXTERIOR MU CONCRETE/MASONRY&1X n EMBEDMENT ,EDGE DIST. ti'. WOOD BUCK BY OTHERS t —— —— Ty CUP lulc p. a EXTERIOR INTERIOR 1 X WOOD BUCK CONCRETE OR v BY OTHERS MASONRY BY OTHERS CAULK BETWEEN ,v VERTICAL I MULUON CLIP CONCRETE/MASONRY&2X MULLION,TYP. TYR WOOD BUCK BY OTHERS 'v � I 2 X WOOD BUCK v _ _ _ _ S EXTERIOR i I INTERIOR BY OTHERS - a MULLION INTERIOR TYP. p HORIZONTAL SECTION ( I MULLION T.MULLION INTERSECT DETAIL ' TYP'IV C HORIZONTAL SECTION s10£v1EW g VERTICAL SECTION 4 JAMB-2X WOOD BUCK R �, HEAD-CONCRETE/MASONRY _ 501E VIEW-HORIZONTAL d I SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS 6-10) HORIZONTAL i —MULLION,TYP. EXTERIOR i I INTERIOR I EXTERIOR INTERIOR I I MULLION TYP NOTE MULLIONCLIP —t DETAILS SHOWN ARE TYPICAL FOR ALL ® TYP. MULLION&CLIP ASSEMBLIES.SEE VERTICAL I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN MULLION CLIP PRESSURES. TYP. E HORIZONTAL SECTION INTERSECT DETAIL SI N a rl a 11/4"MIN, d EMBEDMENT 1 I I,I it J wntw,vvan[x i��ua m�rtan PRECAST SILL ^ ° a i ``p��$F• O4/�� REVISIONS QG Ea►steirm rsvyoncs BY OTHERS �e�. �+ y rlJ1 [�crzr;N�rK cmar i �. iue wws+c an INSTALLATION ANCHOR •'..�0 •,+..:::Y'= «=:.'.o'::: nm u.im rr (SEE NOTES SHEETS 7 -= t`t`E HVHZ CLIPPED ALUMINUM TUBE MULLIONS 6-10) 21/2"MIN. * *_ VERTICAL AND HORIZONTAL CONFIGURATIONS EDGE DISTANCE INSTALLATION NSTALLA ION rNTAILS 02105113 TJH fVERTICAL SECTION wl-wxac1a�rt n�nau�nnIaUr SILL-CONCRETE/MASONRY vwPA-0003 aN.7.5 SIDE VIEW-VERTICAL .�anwuanv"H°.Im[ zew H�a�'U0 e+ ate u[[rnt•rsw x[v fl[v4OF 11 z[v ... rsP[mrt.a wmamtn'sn anm VERTICAL MULLION U-CLIP TO MULLION ' CONNECTION HORIZONTAL MULLION H•CUP / SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6.10 H-CUP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x 3118"MULLION AND H•CLIP.OTHER MULLIONS AND CUPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS O� '� REVISIONS��i•;Ny1 G T .I}� ��SIeF� O .. .. .....�y TaFwuwa.rorn[aex uwr su.+rrenmmuP,r v6n rre. rumrsa+r+s rua +an+o+am *. *' HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS W MULLIION AND CLIP SSEMBLY DETAILS O ••:9( 4;.�21L. wrs:�.wm.o.• PMEPNCAGF ;i��i�s'•• ...•• o 0210513 T1H waou+conaPsu¢. \\ rareeurwwccr PA N.T.S. f amauunanua.rt» »e vsr o�AW/�6�iif.•src s» u..wr rav roes mrai'�ov w�'tx ++d w.xmra o. o..c ar�wP.w Ne•, 5 OF 11 OESIGNPRESSURE LIMITS FOR MULUON:3'><3•UH'UGH •ONE-WAYMULUONS MULLION MULLION SPAN'L' TRIHUTARYWIDTH'W'IN, 18 24 30 36 42 48 53.0.0 54 60 24 I - 24 200.0 200.0 200.0 200.0 200.0 Z00.0 200.0 200.0 200.D � 36 20D.0 2WO 100.0 200,0 2WO 2M.0 2W.0 2010 2D00 48 200.0 2000 2000 200.0 200.0 200.0 200A 200.0 200.0 EO 2MO 2000 1910. 15B0 143.3 134.3 129.8 129.3 121,6 72 I61.6 M9 62.7 873 47.1 7L1 67,2 39.3 63.8 84 lOLO 76.9 62.7 53.5 47.1 42.G 39.7 39.3 36.9 .96 47.2 53,7 28.9 24.4 30.3 19.0 25.6 25.2 73.5 ONE-WAY MULLION DIAGRAMS 308 47.2 35:7 28,9 24.0 21.3 19.0 17.5 17.2 15.9 0..375" DESIGN PRESSURE LIMITS FOR MULLION:1".3•.1/8•UGH •TWO-WAYMULUONS 1" X 3-1/8" (LIGHT) MULLION ' SPAN'L' TRIBUTARYWIDTH'W'IN. ALUMINUM6005-TS _T MULLION IN. ]8 24 30 1 36 1 42 48 153.1251 54 60 MULUON 24 200.0 100-0 200.0 1 2000 20D.0 200.0 200.0 20D.0 2040 36 2MO 2000 200.0 2D0.0 101.4 167.5 151.3 148.9 234.0 .-I. 48 200.0 2W.0 20Q.0 167.5 143.6 125.6 113.5 111.7 100.5 60 2MG 2D0.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 157.6 11_ B.2 94,5 w 67.5 59.1 53.4 52.5 47A TRIBUTARYWIDTH= WS+W2 III 84 K2 74A 59,5 49,6 42.5 37.2 3346 33.1 29.8 2 96 66.5 49.9 39.9 33.2 28.5 24,9 22.5 22.2 39.9 1D8 46,7 M. 28.0 23.3 1 20.0 17,5 15,8 I5.6 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, 3. SEE THIS SHE ETFORSPECIFICMULLIONDIM ENS]DNS. 4. SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS S. ANCHOR REQU REM NTS:CLIP DIMENSIONS, .WOOD:#14 WOOD SCREWS .CMU:1/4"ITW TAPCONS .CONCRETE:1/4"ITW TAPCONS .METAL:1/4"SELF-DRILLING SCREWS(GRADES) ° 6, INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G=0.5S. o -HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHTCONFORMINGTOASTMC90. ° -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE 21/4" U-CLIP 2"X S" X 21/4" L-CLIP MIN.40DO PSI, .METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6005-T5 ALUMINUM 6063-T6 1B GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS. ..MUST BE USED IN PAIRS U•CLIP FOR USE ONLY IN MULLION-TO-MUUJON CONNECTIONS `11 i� s F. /r REVISIONS FAS�R.x,u+C'necrw+"Lar.Itus ,.,�� , o WIN Ea. ARrIIn,o" .ZY�':� ''�'Q '_ EVrexntlFGu mar 1Y '•O w 4 tR1 RIH4 NOTE:SEE SHEET 3 FOR SPECIFIC CLIP ° o o -•k tee'•p-- `" HVHZ CLIPPED ALUMINUM TUBE MULLIONS TYPES AND DIMENSIONS. VERTICAL AND HORIZONTAL CONFIGURATIONS 1015/32"X 21/4" H-CLIP _ O�.- P r"x A 1 "LIGHTMULLION ALUMINUM 6063•T6 err ���� wtm nuuw x' nr y ASS . 02 05 13 T1H �ilawcnn;c r l4i, o.+n PA-0003 N.T,S. i 4uMH ILaftTy"I AIII W re.[mi'r.I�o.�.o`n'i; m or wsE aex�:"roa nev 6 OF 11 I MULLION DESIGN PRESSURE LIMITS FOR MULLION:1"a 3.1 8"IHEAVY-ONE-WAY MULLIONS SPAN TAIBUTARY WIDTH NJ'(IN.) -'J 1.000" MULLION IN.'L' IB 24 30 36 42 1 48 53.2251 S4 1 60 24 200.0 200.0 200.0 200.0 2 200.0 200.0 200.0 200.0 j 36 100.0 200.0 T00.0 200.0 20OD.0 0.0 1DD.0 2D0.0 200.0 200.0 -TILT 48 200.0 200.0 200.0 20D.0 200.0 200.0 200.0 200.0 200.0 0.125" . 60 200.0 200.0 2W.0 191.4 17&7 167.5 162.2 16LS 159.4 72 200.0 154.5 32G8 109.3 97.1 63.9 84.0 M.3 79.1 3.125" 84 126.2 96.1 7&4 66.8 52.9 53.2 49.6 49.1 461 96 84.2 83.9 s1,8 44.0 38.5 30 31.9 31.5 29.3 ONE-WAY MULLION DIAGRAMS 108 56.9 44.6 3&1 1 30.5 1 26.6 23.7 21.R 21.5 199 DESIGN PRESSURELIMITS FOR MUWON:1"x 3.1/8'HEAP -TWO-WAYMULLIONS OO•G25' J I J SPAN'L' TRIBUTARYWIDTH'W'IN.1 1"X 3-1/811 (HEAVY) MULLION IN. 18 24 30 36 42 48 53.1251 54 6D MULLION 24 200.0 200.0 20D.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 600S-TS MULLION 36 2000 200.0 200.0 200.0 391.4 167.5 351.3 148.9 134.0 -+ 4R 200.0 200.D 200.0 167.5 143.6 225.6 113.5 113.7 100.5 60 2000 WILD 160.9 134.0 114.9 100.5 90.8 89.3 90.4 72 196.8 147.6 11&1 98.4 94.4 73.8 GG.7 65.6 59.1 1 Wl+W2 84 124.0 93.0 744 62.0 53.1 46,5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2 9fi 113.0 62.3 49.8 41.5 M5fi 31.1 1&1 27.7 24.9 308 58.3 43.7 35.0 29.2 25.0 219 19.8 19.4 17.5 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET FOR SPECIFIC CLIP DIMENSIONS. QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS: •WOOD:N14 WOOD SCREWS 0 •CMU:1/4"ITWTAPCONS o •CONCRETE:2/4"ITW TAPCONS --- - _ 0 6. IN57A-METAL: ET INSTALLATION SELF-DRILLING SCREWS(GRADE 5) 1 3/4" U-CLI P 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'&EDGE DISTANCE OF V%WOOD SHALL BE MIN.S.G.455. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'&EDGE DISTANCE OF 2.1/2".HOLLOW CMU SHALL ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE U-CUP FOR USE ONLY IN MIN.4000 PSI. CONNECTIONS ULLION 2't X S11 X 13/4" L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEEL SHALL BEMIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. ALUMINUM 6063-T6 "MUST BE USED IN PAIRS ,`��', `G ' ' aEs3s p/ Jp:vNJIIAJNaW NnuL't AiLLq 6Y F• Eastern0R9,Y4 IiM3 O O O � �i�y ••��O � �-•wi���»"u:':.�.r ouwi 1T Nin11[JIJv1TT NOTE:SEE SHEET 3 FOR SPECIFIC CLIP :✓ TYPES AND DIMENSIONS. o 0 0 �* ' .' *- HUHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS .p 4J . 1"x 31 8"HEAVY MULLION On ( P. 4r u r 4a"a Jov rtanumnx+, 1015/32n X 13/4N H-CLIP ••/ s • 02 0512 TIH eunumcwcn,iaC ALUMINUM 6063-T6 / �LIEI, p,7 a5>, PA 0003 K N.T.S. + :.J+nOWAM xo1 bi J,JPC mT°r�trr�um'iO1id�Anw w zuen 0, wre oe:rn nna+ pa 7 OF II DESIGN PflFSSUREUMTS FOR Ml1WON:1'a4'•ONE-LYAY MULLIONS � � �� 1.000' MULLION $PAN'L' TRIBUTARY MOTH W IN. MULLION IN, 18 24 30 36 42 48 53.12S 54 60 24 20D.0 200.0 20D.0 200.0 200.0 2MD 2000 200.0 2M.0 36 200.0 2M.0 200.0 200.o 200.0 2mo 2M.0 20Go 2M.0 p,250" 48 200.0 200.0 2W.0 200.0 200.0 2000 200.0 200.0 200.0 60 20MO 200.0 200.0 200.0 2000 200.0 2ao.o 20DU 20o.0 72 200.0 200,0 2M.0 181.5 16L6 147.9 139.7 MG 132.6 4,QOD" -I It 2010 159.9 LWA 111.2 DSA 88.5 8Z5 817 76.7140.1 1063 8E3 73.2 64A 57.4 53.1 52. 448.8 ONE-WAY MULLION DIAGRAMS 982 74.2 603 SO8 44.3 39.5 36.3 3S9 33.1 DESIGN PRESSURE LIMITS FOR MULLION:I•x4'-TlNO•WAYMULUONS I -� SPAN'L' TRIOUTARY WID711 IN. MULLION IN.) 19 24 3D 36 42 46 S9.L25 54 60 0.250' MULLION 24 200.0 2000 200.0 200.0 2M.0 2a10 2o0.o 2000 200.0 1"X 4" MULLION JJJ71... 36 2000 2WO 20D.0 200.0 '2010 200D 200.0 2D00 79R5 ALUMINUMG005-TS I 48 20Ro 2W.o 200.0 19D.0 1713A lg&l 16&1 lFb.4 3488 60 200.0 2D0.0 20U.0 198.5 170,1 148.8 234.5 132.3 119.1 72 2010 200,0 196.6 163.8 140.4 112.9 111.0 109.2 98.3 84 2000 154.7 123.8 100.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH= WS+W2 96 13&2 103.7 829 69.1 59.2 SL8 468 46.1 41.5 2 --II-•'-I 308 97.1 72.8 SB2 48S 4L6 364 32.9 32.4 29.1 ' TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:014 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DRILLING SCREWS(GRADE S) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVEA MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 0 0 MIN.4000 PSI- •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA,(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. a o a o 0 0 0 0 2"X 4"X 3 3/8" L-CLIP .\°' s F. REVISIONS era A„E° •�� r� 81 4"X 3 3 8" H-CLIP �'� ° F02/05113 � E.aSgC�'I1 ♦ i ewrewnu:rAtmwLv ALUMINUSED IN PAIRS / <G� �•• •I- % N.I. IDHlD4Yl31RA{T. ALUMINUM 6063-T6 _� Z••MUST BE USED IN PAIRS � _ � ':O = '" ••«„""-••-^""^•• r{n`.riaii w191} � HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 1"x 4"MULLION NOTE:SEE SHEET 3 FOR SPECIFIC CUP :O�'•;9L P;'2�`� am:"umrvr r+nev.trr°4r TYPES AND DIMENSIONS. aG♦\♦♦♦ Ti evmrrc°aaa uc. i >>\ ""P`A- - Rvtce•rsru"Cr 1os �}�plr�`src»4 PA-0003 . N.T.S. �.:, AvnroNunvnuc.rnrs rwc tar.o wroaeu n4 xme °r °ve °rwarrw �' 8 OF 11 r� DESIGN PRESSURE LIMITS FOR MLLUON:2"x 4'-ONE-WAY MULLIONS MULLION SPAN'L' TRIBUTARYWIDTH'VJ IN. 2.000" IN.1 1B 24 30 36 42 48 r200.0 54 60 --.-I I� MULLION- 200.0 20D.0 I 200.0 200.0 200.0 200.0 200.0 36 2000 200.0 200.0 I 200.0 2D0.0 200.0 200.0! 20D.0 48 200.0 2W.0 2W.0 2000. 20D.0 2D0.0 200.0 2=0 60 200A 200.0 200.0 200.0 2DD.0 2T10.0 200.0 20D0 0.250" 72 200.0 200.9 200.D 200.0 200.0 197.0 186.8 780.184 200.0 2W.0 195.1 I 166.4 146.6 I 13L5 122.2 134.8 X)" 96 200.0 159.0 111.1 309.5 95.9 85.9 79.5 78.5 73.0 4' 308 146.7 111.1 89.9 7fi.0 66.2 59.1 54.4 53.7 4751 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MU:UON:2"x' •TWO•WAY MULLIONS r •�� 15PAN'L' TRIBUTARY W1DTH'W IIN. IN.) 18 24 30 36 42 i 48 53.125 54 60 MULLION I 24 2000 200.0 200A ! 200.0 200,0 ; 200.0 200.0 200.0 1200.0 0.25D" MULLION - 0.35 200.0 200.0 200.0 2mA 1 200.0 200.0 200.0 200.0 200.0 2"X 411MULLION A .- 48 I 200.0 2M.0 21b.0 20DA ! Z00.0 ! 197.0 178.0 ]75,.-1�157.6 s W r 2000 2017.0 2m.0 I 200.0 W.1 s.6 142.4 14111 i 126.1 ALUMINUM 6005-TS 72 IE 2704.0_5.V2 210008..09 2807200.0 . 2.6 131.3 16.7 105.1 84 2000 20.0 180.] 112.6 101.7 1 % 200.0 355.1 324. M:l J03.4 54.5 43.6 TRIBUTARY WIDTH 2 77.6 TWO-WAY MULLION DIAGRAMS TABLE NOTES; 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIOTH5AND SPANS ISALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC C11P DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:114"ITW TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE S) ' 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1"WOOD SHALL BE MIN.S.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1�1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL a a D 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 1S GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.119"THICK ALUMINUM 6063•T5. o O 0 0 2"X 4"X 3 3/8" L-CLIP ALUMINUM 6063-T6 `5�551 $F. J7jJ REVISIONSls ®M rhv�uw wua arerFn -MUST BE USED IN PAIRS ��' ,�� ��- ����v+ 1 � E1arC(a1 HGTK mrar' �,Z��,-' ••�• �� ' I•....e.w.wuuw.....•...... itLt0a4157k•AYL :O "HVHZCLIPPEDALUMINUMTUBEMULLIONS NOTE•SEE SHEET 3 FOR SPECIFIC CLIP VERTICAL AND HORIZONTAL CONFIGURATIONS 2"x 4"MULLION TYPES AND DIMENSIONS. ��03 ., ( P,: 4J wrt vavm4n ucnnn ���s••..• •••••l4G\��` oax:nD2/05 13 TJH r° amwmaoiml5.ac. t� rave currenrl or '� r,•t- �yt5�� PA•01303 N.T.S. 4urxoNunonrro.m» ]Ga[AST o 1 P1 sn m u�- my roc cmar 4r rurxORII�a°•un laare or' L'E oeaw.rraq uv 9 OF 11 2-� MULLION DESIGN PRESSURE UM1IS FOR MULLION:2'x 6•-ONE-WAY MULLIONS SPANT' TRIBVTARYWIDTH'W'IN. MULLION- (IN.)IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 2000 200D 200,0 200.0 200.0 36 2W.0 20D.O 20DO ZDD.D 20D.0 2000 200.0 2000 200.0 0.250" SR 200.0 2M.0 200.0 200.0 200.0 2000 200.0 200.0 200.0 60 200.D 2WD 200.0 200.0 200.0 20D0 20D.D 200.0 Z00.0 ........__. I 72 700.0 200.0 200.0 20D0 70DD 197.D 188.0 186.8 180.1 B4 7000. 200.0 200.0 19LO 171.5 157.6 148.7 147.5 140.1 O6 2000 .0 18G8 161.E 14461 13L3 123.0 322.8 114.6 ONE-WAY MULLION DIAGRAMS 1oa 2DD 0 1w00 0 1W,7 340.1 124.2 112 6 W4.9 .103.E 97.0 6.000" DESIGN PRESSURE MAM FOR MULLION:2"x 6'•TWO-WAY MULLIONS MULLION SPAN V TRIBUTARY WIDTH '(IN,) MULLION IN. 18 24 30 36 - 42 48 53.125 54 6D 24 2000 200.0 2n0A 200.0 2000 I00.0 200.0 200.0 200.0 36 300.0 200.D 200.0 200.0 .20D.0..200:0..,, 200.0 200.0 200.0 y 48 200.0 200.0 200.0 200.0 200.0,, 197.0 178.0 175.v1 1516 60 20D.0 200.0 200.0 7DD0 180.1 157.6 142.4 140.1 126.1 72 200.0 2W.0 200.0 175.2 150.1 13L3 118.7 11617 L05.1 0.250" J 84 200.0 200.0 IROI 1SOA 128.7 112.6 101.7 100.1 90.1 96 20D.D 297.0 157.6 131,3 112.6 9&S 89.0 87.6 78.d 2" X 6"MULLION I "�� '• 1oa 200.0 175.1 1401 126.7 100.1 Bab 79.1 77.8 70.0 ALUMINUM 6005-T6 TWO-WAY MULLION DIAGRAMS TRIBUTARYWIDTH= W1r W2 _ 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 p a •CONCRETE:1/4'ITW TAPCONS •METAL;1(4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"S,EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"S,EDGE DISTANCE OF 2-1/2'.HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"S,EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. - •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.IS GA.(0.045" THICK)33 K51 YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. 0 0 0 0 2"X 4" X 5 3/8" L-CLIP REVISIONS tern EP 4,WrUCMECnwI vs L1tl ALUMINUM 6063•T6 Easte vsm r�;um.a. .1.111 DW ISIC.,L O 'MUST BE USED IN PAIRS `,ram••`,ls'. .,� ' _ w-....««.,.-..«...".... u.+.rwn 7 HVH2.CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP T T Li': 2"x 6"MULLION O •;� P, �W pi,rG o-Un>aonr. - or TYPES AND DIMENSIONS. �s+ ........... A.... aun02/05 13 x�T1H ewuvwcoays me i �� f� iFp[[lenfxAlLR PA•0003 N.T.S. �) .orrwxu.nox no.uua we rwsr WN4a Dl+' srr.ye u"Eer irEv iv.E mrf."rr w .na�0°•wn lash •* 0•TE oexn:rrau �+aw 10 OF 11 EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES 1_ MULL S A 'wr 'wz'PANT' I r- SPAN` MULL L' I � i SPAN'L' wl. WIM 'wi' W 1 MULL LSPhN'L' 'W2' 'W2' ILI ffl�o I HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULUON 'Wl' 'W2' --{ .MULL MULL 'SPAN'L' �I I SPAN'L' MULL } SPAN'I: 'W2' 'W2' VERTICAL MULLION HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION \\\ / REVISIONS uc+v:n.»unscnnu cry�vn oes F• /i//� ��d► Ea�01tp1i`"� NOTES' :w� :F.Q : uuroorrs+w:�rr 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT S .r,-'•�S' ••• 1. � „ ... SPECIFICALLY SHOWN MAY BE EXTRAPOLATEO FROM THOSE SHOWN. 2, IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY U 7 rh HVHZCLIPPEO ALUMINUM TUBE MULLIONS CONFIGURATION VALUES. ? T T VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. MULLION ASSEMBLY AND LOAD EXAMPLES � () .• { P-f �(/� OAfi'IXN1MOn. ?rtLP. On .............. �� 02 OS 13 T1H S �V`\�` qua,,.eem x..a tunouaoeovsine. �x { \` PA•OD03 N.T.S. ravewnrK+r\cr +�mno+uurcn r+o.rn7e sae us+o jt}� -,c.va ni an r cdi�c'�m w u W.,=y�� or n\re oescn:vrww "� 11 OF 11 BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@ build ingdrops.com Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 Report No. 555 6th Edition (2017) Florida Building Code Method: 1—A (Certification) Category: Windows Sub—Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-TS&6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 339120,����', Prepared by: �'``�v��''•• .�$��': Z . . O Hermes F. Norero, P.E. 7 _ Florida Professional Engineer 1#73778 Date:02/06/18 Contents: C9 �� Evaluation Report Pages 1-4 Hermes ?P.E. Florida No.73778 i BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29578 Report No: 5505 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Method la Product Name: HVHZ Clipped Aluminum Tube Mullions Scope: This is.a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Eastern Architectural Systems based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61'Edition(2017)Florida Building Code. See Installation Instructions PA-0003,signed and sealed by Hermes F.Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1, This product has been evaluated and is in compliance with the 6'h Edition(2017)Florida Building Code,including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6ch Edition(2017)Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 6th Edition(2017)Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution in Every Drop! Report No: 5505 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications,Inc.(FBC Organization#:CER1523). Referenced Code Sections: 1. 1709.8 of the 6ch Edition(2017) FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 301OW-4 Report Date:07/18/14 Report M CTLA 3010W-4A Report Date:07/18/14 Report#:CTLA 301OW-5 Report Date:07/18/14 Report#:CTLA 3010W-5A Report Date:07/18/14 Report#:CTLA 301OW-6 Report Date:07/18/14 Report it:CTLA 3010W-6A Report Date:07/18/14 Report#:CTLA 301OW-7 Report Date:07/18/14 Report#:CTLA 3010W-7A Report Date:07/18/14 Report M CTLA 301OW-8 Report Date:07/18/14 Report#:CTLA 3010W-8A Report Date:07/18/14 Report M CTLA 301OW-9 Report Date:07/18/14 Report#:CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel,PE 20224 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#:CER1523) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 I I S BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29578 Report No: 5505 Installation: 1. Approved anchor types and substrates are as follows: A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of MCI"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions(PA-0003)for anchor locations,design load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0003.for mullion desing pressure tables,mullion profiles,and installation details. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 2/5/2021 https://p707.leadperfection.com/LeadPerfection.aspx Prospects Sales Call Center Production Marketing Reports Se Sob Detail ©2007 RJR Technology,LLC General Dates Service Pmts PPates Docs Permits Job Cast Financing Quintana&Navarrete,Nidia G, Nidia V and Victor#10042W Status: Permit Revision Job Cost Sheet Invoice Commission Works Cust Quintana& Navarrete, Nidia G, Ni Product: Info: 1505 woodbridge lakes circle g Gross $: West Palm Beach, FL 33406 Prod Mkt: (305)922-3121 Paperwork: Job SMWFLX FOX News 15 sec-Din Number: Prospect# 551086 I Sales Dist/Mkt: ST Storm Tight Sales Rep: Goodl Par Value: 11971.05 Sales Rep 2:Split. Financing: 0 Financing: FFN v Installer 1: IN-HOUSE-4 v Installer 2: v Measured By: Funded Dt: Budget: 00 Amount: 00 https://p707.leadperfection.com/Lead Perfection.aspx 1/1