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HomeMy WebLinkAboutProduct approval fl 122258-R4; Operable Impact Protective Systems 8/10/2020 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications 1 Contact Us j BCIS Site Map Links f `Search,{ Florida 111010% 0. M.. h Product Approval y Y �:, '_, � USER:Public User 7 ice" dire% Product Approval Menu>Product or Aoolication Search>Bgolication Llst>Application Detail j t= [:' FL# FL22558-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastern meta Lcom Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. E Validation Checklist-Hardcopy,Received Certificate of Independence FL22558 R4 COI COI ASSA SS 2017-06-16.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2062 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz42vloO9p/o2fmcumyxJCHIAsJeZhFPUQvpNugg°/`3d`/`3d 1/2 8/10/2020 Florida Building Code Online AProduct Approval Method Method 1 Option D i Date Submitted 02/14/2020 Date Validated 02/14/2020 Date Pending FBC Approval 02/18/2020 Date Approved 04/07/2020 Summary of Products FL# Model,Number or Name Description 22558.1 55 MMER Roll Shutter-HVHZ 55 MMER Roll Shutter(HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL22558 R4 II EMS003 SS 2020-02-13.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product Evaluation FL22558 R4 AE PER6145 SS 2019-02-21.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes 22558.2 55 MMER Roll Shutter-Non-HVHZ 55 MMER Roll Shutter(WZ3) Limits of Use Installation Instructions Approved for use in HVHZ: No FL22558 R4 II EMS002 SS 2020-02-14.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See Installations Instructions and Product Evaluation FL22558 R4 AE PER6146 SS 2019-02-21.adf Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivaV 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 1,2012,licensees licensed under Chapter 455,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,F.S.,please click here. Product Approval Accepts: Credit Card Safe I i I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtdytNblepz42vloO9%2fmcumYXJCHIAsJeZhFPUQvpNugg%3d%3d 2/2 PREPARED BY: AMERICAN SHUTTER SYSTEMS ASSOCIATION- Z BUILDING DROPS,INC. 55 MMER ROLL SHUTTER 3BE0AN1p°M)°"B`"°65T30 OANA BBACH.FLnDIX PH:9M)399�76 FAX:1980IJ.d. MPA C T RATED (HVHZ) WEB wwr.WlWi gEmp mm �mgN ESSENTIAL FACILITIES APPROVED W a�m4 0 W Z �f•p� GENERAL NOTES: INSTALLATION NOTES: p m a s 1.THE PRODUCTSHOWN HEREIN IS DESIGNED AND 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH En S 3 MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ANCHOR LOCATION SHOWN,UNLESS OTHERWISE STATED. Q !� BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE o: • TAS 201-94 MINIMUM NUMBER OF ANCHORS TO BE USED FOR W Iq TAS 202,4• TAS 203 94 PRODUCT INSTALLATION. 40 • ASTM E330-02 3. INSTALL INDIVIDUAL INSTALLATION ANCHORSWITHIN AASTM E1886­02 En W • ASTM E1996-05 TOLERANCE OF±1/2INCH OFTHE DEPICTED LOCATION IN W THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT TABLE OF CONTENTS to 2. ADEQUACY OF THE EXISTING STRUCTURAL CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CONCRETE/MASONRY AND ZX STUD FRAMING AS A MAIN CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE SHEET SHEET DESCRIPTION WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING NEXT. I~-- AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 4. REFER TO ANCHOR SCHEDULE CHART ON SHEETS 5,6,7,9& 1 GENERAL&INSTALLATION NOTES REMARKS BY DATE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 11 FOR ANCHOR TYPE,SUBSTRATE TYPE,EDGE DISTANCE 2 ELEVATION&DESIGN PRESSURE TABLE ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. MULLION UPDATES SM 10.20.17 AND MINIMUM EMBEDMENT. 3 TYPICALSINGLE UNIT ELEVATION&MOUNTING DETAILS 19 3.2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED DWG UPDATES SM 01.14.20 TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. S. MINIMUM EMBEDMENT CLUDIN BUT NOT EXCLUDE q VERTICAL SECTIONS B.C.UPDATES SM a1.1a.2a BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, FOAM,BRICK VENEER,AND SIDING. S WALL MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT IN-BnuLs eEsuu ENEnK OF INSTALLATION. 6. ASSEMBLY FASTENERS SHALL BE COATED WITH AN HV 6 BUILD OUT HORIZONTAL SECTIONS&ANCHOR SCHEDULE rc�inimrGio�ino�Nsuus�xnwA10noi,mNpLvwrz� «EBEm,AuaaGp COATING SYSTEM APPLICATOR REGISTERED BY AN APPROVED 7 ANCHOR SCHEDULE CONTINUED M'Nu°a""°'i:iGnzrui°e"iv""GviGssG°Gc 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC FNGooaiNssxrs Gonu a NB°cuNENr. COATING APPLICATOR REGISTERED WITH THE AMERICAN AND SITE.NI IFAYNOT REFLECT ACAUL CONDIT INSTALIONSF R SPECIFIC SHUTTER SYSTEMS ASSOCIATION. 8 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULESITE EVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 7. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK 9 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DOCUMENTS FOR USE WITH THIS DOCUMENT. 10 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE S.INSTALLATION OF ROLL DOWN MAY EITHER BE INSIDE OR 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN 11 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE N .7 7 ACCORDANCE WITH ANCHOR MANUFACTURER'S OUTSIDE OF THE TIE BEAM. INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 12 EQUALLY SPACED MULLIONS SELECTION BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 13 EQUALLY SPACED MULLIONS CONNECTION S A OF 6.ALL EXTRUSION MATERIAL:6063-T6 ALUMINUM ALLOY, MINIMUM STRENGTH SPECIFIED BY THE ANCHOR UNLESS OTHERWISE NOTED. O IO P:, w MANUFACTURER. 14 END MULLION SELECTION i� �(. ��` Ne.ri) 7.DESIGN AND OPERATION OF ROLL UP MECHANISM IS NOT 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN 15 CORNER MULLION SELECTION ��ot' � PART OF THIS APPROVAL,MANUFACTURER SPECIFICATIONS ARE BASED ON SUBSTRATE MATERIALS WITH THE '7iR jijrBE"ytz►G`iUxN°0.i95M SHOULD BE FOLLOWED.CARE SHOULD BE TAKEN WHEN 16 END AND CORNER MULLION CONNECTIONS FBPECE SHUTTER IS IN MOTION ENSURING THAT PERSONAL INJURY FOLLOWING PROPERTIES: OR DAMAGE TO THIS PRODUCT DOES NOT OCCUR. 9.A- WOOD-MINIMUM SPECIFIC GRAVITY 17 SLAT END RETENTION AND HOOD VENT ASSEMBLY F L2 2 5 5 8 9.8. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF I 3000 PSI.SEE ANCHOR SCHEDULES,SHEETS 5,6,8,13 18 VIEWPORT AND VENT DETAILS 8.FOR DESIGN PRESSURES SEE SHEET 2.SEE SHEET 12 FOR AND 16 FOR ADDITIONAL REQUIREMENTS. DESIGN PRESSURES BASED ON MULLIONS. 9.C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, 19 COMPONENTS&BILL OF MATERIALS DATE: 06.06.17 9.HOOD ASSEMBLY IS IMPACT RATED AND CAN BE PLACED MIN 2000 PSI. DWG.B1LYp CHK.BY: INSIDE FRAME OPENING AS AN EXPOSED FEATURE. 9.D. STEEL-MINIMUM A36,3/16"THICK�N�ESS SM HFN 10.OPTIONAL BOTTOM LOCK IS NOT REQUIRED FOR 9.E. ALUMINUM-MINIMUM 6063-T674"THICKNESS. SCALE: NTS STRUCTURAL OR FORCED ENTRY RESISTANCE PERFORMANCE. DWG.it: EMS003 FOR USE ON MAXIMUM 20'WIDE UNIT. SHEET: OF 19 11.VENTED OR UNVENTED SLATS QUALIFIED. DIgRe1Iy signed by Hermes F Noreno Reason:I am approving this document 12.SHUTTER MANUFACTURER LABEL SHALL BE LOCATED IN A Date:2020.02.1417:05:00-05'00' READILY VISIBLE LOCATION,PER FBC CHAPTER 17. PREPARED BY: TABLE I-MAX ALLOWABLE DESqNEGATIVE DESIGN PRESSURE RATINGS Q W1 END RETENTIO BUILDING DROPS,INC. TT MAX POSITIVE 3M E DANA Bran[B=,a 3M DA-BUCK.R 3- 286.5 40 nK:119 13 98. 264 45 FM:199C17.A738 WEB:r•wwAu ilEi"BBrops_com 240 50 50 HOOD 216 55 SS B n 204 75 75 LL$ 168 100 100 7 ¢ 144 125 125 a m 132 135 135 " a 3 a a 120 150 150 TRACKS 108 160 260 OPTIONAL VIEWPORTS, 96 175 175RALL s SEE SHEET 18 FOR 21VE MAX. DETAILS 72 200 2DO HEIGHT B °TI~ r B O NOTES: r 1 DESIGN PRESSURES MUST NOT EXCEED 200 PSF FOR END RETENTION SYSTEM. w 2.SHUTTER SIZE(TT)MUST NOT EXCEED 286.5'. MULTIPLESHUTTERNOTES: �_ Q 1.USE TABLE 1 TO VERI FY MAXI MUM ~ ALLOWABLE PRESSURE • n REMARKS BY DATE 2USE TABLE 2,3&4T0 SELECT INTERMEDIATE � MULUON UPDATES SM 10.20.17 AND END MULLIONS. Lr.+Ax.TRAC.TRACKWIDTH(TT<=2BB.sI DWG UPDATES SM02.18.19 3.SELECT PROPER MULLION ANCHORAGE. MAXFIMSHEDWIDTH(FW) B.O.UPDATES SM 01,14.20 sa�aznxeamnucmvx Aup MN tNl�lf[T�[iU.Y mXDR W M iM 4WOFK SDLr{D[CDnOiDDxiGBSFKtTAWMN ro BMAR TABLE 2:GLASS SEPARATION(GS)INCHES rt`in°,[w'", "'•°sn`815fD LOAD TRACK TO TRACK(IN) I� �I °nxD11, PSF 72 84 96 IDS 120 132 144 168 204 216 240 264 286.5 I 79 4' I ��aa1` 2j77ij 40 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6.31 6.31 8.13 8.13 9.50 12.25 I I INTERIOR ����` •' ° '�'ii 45 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6.31 6.50 8.13 8.50 10.75 `� y,,E••$••• 'P°% 50 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6.31 7.00 7.75 9.50El - Aw l N 7 7 55 5.13 6.31 6,31 6.31 6.31 6.31 6.31 6.31 7.75 8.50 SECTION DETAILS ON 75 5.13 6.31 6.31 6.31 6.31 6.31 6.31 7.00 10.25 - EXTERIOR FOLLOWING SHEETS SHOW S A OF i 100 5.13 6.31 6.31 6.31 6.31 6.75 7.50 9.00 - - LARGE GUIDE RAIL,SMALL / vs s.7s 631 6.so 7.00 7.50 au 9.0o SMALL GUIDE RAIL GUIDE RAIL IS ALSO '�,°� 0 10 _`0-Z 135 6.00 6.50 7.00 7.50 8.25 8.75 WITH END RETENTION QUALIFIED FOR ANY �.Fs ISO 6.75 7.25 7.75 8.25 9.00 - - - - MOUNTING CONDITION. �i 160 7.00 7.SO 8,25 8.75 maECF7�`%ifiO4�i�dnt+o.xn>B 175 7.75 8.25 8.75 F L2 2 5 5 8 185 B.00 8.50 - TRACKwmTHtrwl 200 8.75 - - - - r- szes -� DETAILS SHOWN HERE AND INTERIOR DATE: Ofi.OG.17 SEC ION DETAILS ON NOTES: DWG.BY: CHK.BY: 1. MINIMUM GLASS SEPARATION BASED ON MAXIMUM DEFLECTION+1". FOLLOWING SHEETS SHOW 2. ANALYSIS 15 LIMITED BY DEFLECTION UNDER STRUCTURAL LOADS AS WELL AS DEFLECTION DUE TO MISSILE OPEN GUIDE RAILS, SM H FN LEVEL E LARGE MISSILE IMPACTS. ENCLOSED GUIDE RAILS SCALE: NTS 3. APPROPRIATE INSTALLATION METHOD SHALL BE USED TO ACHIEVE THE REQUIRED SEPARATION IN THE EXTERIOR ARE QUALIFIED FOR ANY ABOVE TABLE APPROVED CONDITIONS. DWG•k: EMS003 LARGE GUIDE RAIL SEE B.O.M.,SHEET 19FOR SHEET: OF 19 WITH END RETENTION IDETAILS. 2 i PREPARED BY: TYPICAL SINGLE UNIT ELEVATION BUILD OUT BUILD OUT Q MOUNT MOUNT BUILDING DROPS,INC. HOOD < e 398E.DANIA BEACHBLVD.,STE338 DANIA BEACH.R3— WALL MOUNT WALL MOUNT PH:I9941399-86]B Fp%:195CIIG4.6730 O O VIFB:xw.Oulldligdmpsmm m gry� TRACKS a m —TRACKTO TRACK B f —TRACK TO TRACK yy SHUTTER WIDTH(SW) (TT) � S 21'4r MAX a TT+TWx2 SHUTTER WIDTH Ism 4+ h 3 a17! OPEMNG OPEMNG OVERALL F TT+TWz2 2 FF xa LL HEIGHT s a W E 3 INSET MOUNT 5 r INSET MOUNT WALL MOUNT J INSETMOUNT W h �—TRACK TO TRACK(TT) c A SHUTTr+TWxH(SW) I TRACK TO TRACK CM WALL INSET n A TT+TWx2 III��' SHUTTEHWIDTH(SW) TT+TW x t MOUNT MOUNT MAKTMCKTOTRACK WIDTH ITT<=286.5) COMBINATION MOUNTED: 2 MAX FlNISHED WIDTH(FW) WALL,INSET,AND BUILD-OUT REMARKS BY DATE REVERSED INSTALLATION MOUNTS CAN BE INSTALLED BY MIXING MULLION UPDATES SM 10.20.17 IS ACCEPTABLE ANY POSSIBLE COMBINATIONS DWG UPDATES SM 02.19.16 B.O.UPDATES SM 01.14.20 TYPICAL MULTIPLE UNITS ELEVATION sµiEDE.�vinEmnv�o�xs�wisemws�r overt TBE ZEauBm+DmoET HOOD e x D RUINS OUT 4X4%1/4 INSET T OR WALL 4X6%1/4 BUILD-OUT `� •E•� i� 1 4X8X3 4 OR WALL �•'�,\ S•• 'P i MOUNTS MULLION BAR SEE MOUNTS N 7 TRACKS SHEETS 11&13 �' FOR DESIGN 'O 21'-0'MAX c 'i�i�s OVERALL HEIGHT E FBVECERi!DL/VijjlldNN0.295]B FL22558 I- TT -I - TT -� DATE: 06.06.17 SHUTTERWIDTH IS" SHUTTER MOTH ISM DWG.BY:SM CHFNHK.BY: SHUTTER MODULE SHUTTER MODULE NTS A c SCALE: MAX TRACK TO TRACK WIDTH ITT ce 2869 MAX TRACK TO TRACK WIDTH Crr 286.5) SHEETDWG.: EMS003 SHEET: OF 19 MULTIPLE SHUTTER MODULES 3 PREPARED BY: TYPICAL VERTICAL SECTIONS -- Q SEE ANCHOR CHART FOR SEE ANCHOR CHART FOR BUILDING DROPS,INC. MINIMUM EMBEDMENT MINIMUM EMBEDMENT 390 E DANIA BEACH BLVD.,SM 338 DANIA—CH,FL 3M EXTERIOR FINISH EXTERIOR FINISH PN:1950)39980J8 BY OTHERS BY OTHERS d CONCRETE/MASONRY BY d CONCRETE/MASONRY BY OTHERS w¢B:ww.wmlrBemnseom C OTHERS n ------ ° ------ < m 0 60MM,70MM,OR 94MM DIAMETER � • REEL TUBE PER MANUFACTURER a m SPECIFICATION o� a d o Off~ mdi 1 = m� SEE ANCHOR CHART FOR MINIMUM O 2 w �s • A INTERIOR A O.C.SPACING � Z s d INTERIOR L� H a SEE ANCHOR CHART A EXTERIOR SEEANCHOR FOR MINIMUM EXTERIOR CHART FOR TYPE SEE AN CHART .. v AND SPACING O.C.SPACING Q FOR TYPE AND SPACING P- N14 X 3/4"SDS a REMARKS BY DATE SEE ANCHOR CHART,SHEET 5 TYPICAL,6"O.C. SEE ANCHOR CHART,SHEEP S MULLION UPDATES SM 10.20.17 FOR MINIMUM FOR MINIMUM DWG UPDATES SM 02.19.19 EDGE DISTANCE EDGE DISTANCE B.O.UPDATES SM 01.14.20 VERTICAL SECTION VERTICAL SECTION AND roF"°'°T^`�N°"B�m rcslrz TAI-"sa' na noNroomnrz VSEE MASONRY/CONCRETE SUBSTRATE-WALL MOUNT (� MASONRY/CONCRETESUBSTRATE-BUILDOUT CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES `,```��FonD wDH n, 1:0 ' SEE ANCHOR CHART,SHEET 5 CONCRETE/MASONRY BY OTHERS �� .• O �� FOR MINIMUM EXTERIOR ` V Q EXTERIOR ° V Q N .7 7 INTERIOR INTERIOR SEE ANCHOR CHART,SHEETS FOR MINIMUM S A OF a SEE ANCHOR CHART I EDGE DISTANCE = 1!1� reOA O IOP:' �/ SEEANCHOR �i tC v FOR TYPE AND SPACING a i S N A7' CHART FOR TYPE �i ALTERNATE CONCRETE/MASONRY ALTERNATE AND SPACING ���'i Pam�3DD'C, d 1 8"THK.ANGLE d F3PEa�r. lVryy.lrl�ldxNo.msn 1"X2"X}"ANGLE BY OTHERS / SEE ANCHOR CHART FOR MAX.18"O.C. SEE ANCHOR CHART FOR F L2 2 5 5 8 EXTERIOR FINISH MINIMUM EMBEDMENT EXTERIOR FINISH MINIMUM EMBEDMENT BY OTHERS BY OTHERS DATE: 06.06.17 4A G.VERTICAL SECTION C VERTICAL SECTION DW SBM CHKHFN 4 MASONRY/CONCRETE SUBSTRATE-WALL MOUNT 4 MASONRY/CONCRETE SUBSTRATE SCALE: NTS SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES DWG.u: EMS003 NOTES: SHEET: OF 19 1. SLATS NOT SHOWN FOR CLARITY 2. REVERSED INSTALLATION IS ACCEPTABLE a Sol 8ZZ�8,8 o�"g�����o�$���So O d O � r C, 0 0 0 0 0 0 0 0 0 0 0<0000 p�0000000000o mb."'to"¢. "' �'�"Yo' �o",bo' bo" bo"yo Wo b 00 00 000 000c p o 0000,• 'n n N N N N N N w w w w w w w w W w w w w w w w W w w w w w z .. �,5" W„'S.w..�dm�C.o .$$PA YA YCA b N� . . . nca � Noti �Noo 0o pop opoo "C. pWo yWr om oo po po po< �p�Op m O O O O O O O O w W W iynu w P. 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A a• m n . . . . . � v.u.I u.m w W.l.In In In m D Z W W W w W b w W �. c z ti U U U U U W W W w W W U L1 N U In U U U U U U U U U U = D X D n 1 Z 2 6'1 T m O n m D = p 10 to ° N 0= T a = n iZ 30D Av, c zo m z �m spi .� I"nx 3= vD m ^ Z O T z m m m A ^ o Q o •• 3��� gay zn E ° o°a� zc= °o 0 0 0 7 a r°n Ipn z .ZC� �3p i� C C: C n r D D 07JHy �m 1 n= s boo oDn<o zD A D ^J m Gl Z Z G G1-p7 D O 0 0 m Z m Z 1nrZA r Z z z O O r^ =1 C�]Dp o 3 3 0 0 3 a b m T a D $ Nz n $ S z a a Z o a < N w w r N U O A C — _ 3 -' 3 -' < x D _ _ A L1 G w �+ Cy.� p I9i_, o o� ai nl O V O I9i_• v9_• Z y L'o D° Z Q z nnu, 4Yy'' 25 zFz C D 0z azZ � °moo z3~ � Zr m - m n n ' onmc r —I S x x v�im� -zi �r• y N I 3m m o <T Z 1'17 o O� 3Z N w W w m p> Z N 30 0 a N A re w 3 O n n O 9 ,0 2 �A = Z z a Oz m y DO v n" z m ��J``O�d* I rrret g ag > TITLE 55 MMER ROLL SHUTTERS �K p re y Z �� a s c HORIZONTAL SECTIONS g o 0 R7 ZHIM � � a �9�moz C) RUN geOD K Q x 1-1 �+ g �, v `gAllil 4268 WESTROADS DRIVE W p =� V od' �;$� C WEST PALM BEACH,FL 33407 1 -n.. •••• \ 5� - < PH:1-ROD-432-22D4 �^— �, lW Z NF •......O `\\ R o 0 3 c ASSAN� FAX:561841-0852 o i \ ID rr��� ���` 9 m PREPARED BY: TYPICAL HORIZONTAL SECTIONS BUILD OUT - Q TABLE 3-ANCHOR SPACING ANCHORTYPE&SPACING ANCHOR TYPE&SPACING WALL-MOUNTI 1z3,1x4,2X4,3X4,3X3OR4X4BO-MOUNT2 SEE ANCHOR CHART SEE ANCHOR CHART FOR BUILDING DROPS,INC. Tr PD Vz Vy E3 Vs Ts A B C D E F G H Vs Ts A B C D E F G H FOR TYPE AND SPACING I I MINIMUM EDGE DISTANCE 390EDMw0 Apt 40BLVm.53B ....... DANw BfM L .5 40 0.0 14.2 0.0 51.3 5 5 5 5 5 5 5 5 0.0 12.1 5 5 5 5 5 5 5 5 ilt(954)399 n 45 0.0 16.0 0.0 57.7 s 5 5 5 5 5 5 5 0.0 13.6 5 s 5 5 5 5 s 5 SEE ANCHOR CHART FM:(954)34447a 50 0.0 17.8 0.0 64.1 5 5 5 s 5 5 5 5 0.0 15.1 5 5 s 5 5 5 5 s FOR MINIMUM EQ EQ NOTE: 55 0.0 19.6 0.0 ALS 5 5 5 5 5 5 5 5 0.0 16.7 5 5 5 5 5 5 5 5 EMBEDMENT BUILD OUT OR BUILD 60 O.o 21A 0.0 76.9 5 5 5 5 5 5 5 5 1 0.0 18.2 5 S 5 5 5 5 5 5 ( IN INSTALLATION IS >m ACCEPTABLE 65 0.0 23.1 0.0 83.4 5 5 5 5 5 5 5 5 0.0 19.7 5 5 5 5 5 5 5 5 70 0.0 24.9 0.0 89.8 5 5 5 5 5 5 5 5 0.0 2L2 5 5 5 5 5 5 5 5 EXTERIOR a i5 m'4' FINISH 1/8"-1X3 OR 1X4 j m Y 5 7s ao 26.7 ao 9s.z s s 5 5 5 s 5 s o.o zz7 s s 5 s s 5 s s gY OTHERS 1/4"-2X4 OR 3X4 OR 3X3 OR 4X4 CC 80 0.0 28.5 0.0 1026 s s 5 5 s s 5 s 0.0 24.2 5 s 5 5 s S 5 5 3 6 6 85 0.0 30.3 0.0 309.0 5 5 5 5 5 5 5 5 0.0 25.8 5 5 5 5 5 5 5 5 6063-T6 = p Z 90 0.0 32.1 0.0 115.4 5 5 5 5 5 5 5 5 0.0 27.3 5 5 5 5 5 5 5 5 INTERIOR = Q `3 u 95 201.5 33.H 2O1.5 55.0 5 5 5 5 5 5 201.5 484.6 5 a �� ANCHOR TYPE E "�h 100 2015 35.6 201.5 55.8 5 5 5 5 5 5 201.5 485.4 5 - I- 96 1os wLs 37.4 2015 56.s 5 5 5 5 5 S 201.5 466.3 5 - 6"MAX.O.C. EXTERIORcur,cc Z T 110 2015 39.2 2015 57.2 5 5 5 5 5 5 - 201.5 487.1 5 - - O U Iq 115 201.5 41.0 2015 58.0 5 5 - 5 5 5 5 - 201.5 487.9 5 - - - - 3/4" 120 2015 42.7 201.5 58,7 5 5 5 5 5 5 201.5 488.8 5 3�4" (TT)TRACK TO TRACK h 130 2015 46.3 2OL5 60.2 5 5 - 5 5 5 5 201.5 489.E 5 - - h 13o zols a6.3 2015 6o.z 5 5 5 5 5 5 201.5 490.4 5 (FW)FINISHED WIDTH 135 2015 48.1 2OL5 60.9 5 5 5 5 5 5 201.5 491-3 s 140 20LS 49.9 201-5 61.6 5 5 - 5 5 5 5 - 20L5 492.1 5 HORIZONTAL SECTION w 145 7OL5 51.6 20LS 62.4 S 5 5 5 5 5 201.5 492-9 5 - - F F 150 201.5 53.4 201.5 63.1 5 5 5 5 s S 201.5 493.8 5 6 MOUNT TYPE 2 155 20L5 55.2 2OL5 63.8 5 5 5 5 5 5 201.5 494.6 5 BUILD-OUT MOUNT REMARKS BY DATE 160 2OL5 57.0 2OL5 64.5 5 5 5 5 5 5 201.5 495.4 5 'WITH END RETENTION MULLION UPDATES SM 10.20.17 265 201.5 58.8 201.5 65.3 5 5 5 5 5 5 2OL5 496.3 5 DWG UPDATES SM 02.18.19 170 20L5 60.5 20L5 6&0 5 5 - 5 5 5 5 201.5 497.1 5 - - - - Vs(Lb/In) 175 2015 62.3 2015 66.7 5 5 5 5 5 5 201.5 497.9 5 B.O.UPDATES SM 01,14.20 40 a0 15.9 0.0 57.3 5 5 5 5 5 5 5 5 0.0 13.5 5 5 5 5 5 5 5 5 45 Do 17.9 0.0 64.5 5 5 5 5 5 5 5 5 1 0.0 15.2 S 5 5 5 5 5 5 S r"B°m"�„R�s mn� AP6 ruc 50 Do 19.9 0.0 71.6 S 5 5 5 5 5 5 5 0.0 16.9 S 5 5 S 5 5 5 5 Ts(Lb/in) v sm mnmuus"n�'14 w�or ro"�oorw.ry 55 0.0 2L9 0.0 7&8 5 5 5 5 5 5 5 5 0.0 M6 5 5 5 5 5 5 5 5 _ .cu,�rrnswsvuvuumesviaa e'aw,ssa ��snsaomisrcrcrt. 60 0.0 2.3.9 0.0 85.9 5 5 5 5 5 5 5 5 0.0 20.3 5 5 5 5 5 5 5 5 65 0.0 25.9 0.0 93.1 5 5 5 5 5 5 5 5 0.0 220 5 5 5 5 5 5 5 s ♦♦` 70 0.0 27.8 0.0 100.3 5 5 5 5 5 5 5 5 0.0 23.7 5 5 5 S 5 5 5 5 VX(Lb/In) ♦ ,• i 75 0.0 29.8 0.0 3074 5 5 5 5 5 5 5 5 0.0 25.4 5 5 5 5 5 5 5 5 �♦♦ E..g•', ��� so 0.0 3L8 0.0 114.6 5 S 5 5 5 5 5 5 0.0 27.1 s 1 5 5 5 1 5 S 5 5 Vy(Lb/in) N 7 85 0.0 33.8 0.0 121.8 5 5 5 5 s 5 5 5 0.0 30.5 s s s s s s s 5 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE '* 90 OLD 35.8 0.0 128.9 5 5 5 s 5 5 5 4 0.0 30. 5 5 s 5 5 5 5 5 95 231.2 37.8 23L2 627 5 s 4 5 a 5 231.2 555.5 s NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY "D S A OF 308 100 23L2 39.8 23L2 63.5 5 5 4 5 4 5 231.2 555.5 s SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS ��O P, 41 1D5 231.2 41s 231.2 64.4 5 5 4 5 4 5 23L2 557.4 5 - - IMPOSED ON STRUCTURE BY ANCHORS. ��T O IU '� %% 120 231.2 418 2312 65.2 5 5 4 5 4 5 231.2 558.3 5 115 73L2 45.7 2312 66.0 5 5 4 5 4 5 - 231-2 559.3 120 23L2 47.7 23L2 66.8 5 5 4 5 4 5 23L2 S6a2 S ANCHORSCHEDULE: 3�B, vws aa��[NI�k4M"'xo�esrz 125 231.2 49.7 233.2 67.6 5 5 4 5 4 5 - 231.2 1 561.1 5 _ ANCHOR DESCRIPTION MATERIAL EDGEDISTANCE EMBEDMENT FL22558 230 23L2 52.7 2312 68.4 5 5 4 5 4 5 - 231.2 562.1 5 _ A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" 135 231.2 53.7 233L2 69.3 5 5 4 5 4 5 - 23L2 563.0 s B 5/16"ITW TAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" G -7 140 23L2 55.7 2312 70.1 5 5 - 4 5 4 5 23L2 563.9 5 GROUT FILLED C-908LOCK DATE: OU.O6.1/ 145 23L2 57.7 2312 70.9 S 5 4 5 4 5 23L2 S64.8 5 - - - - C 3/8-POWERS WEGDE BOLT 2' 2]/2" f'm>1500PSI DWG.BY: CHK.BY: 150 2312 59.7 2312 71.7 5 5 4 5 4 5 - 23L2 565.8 5 GROUT FILLED C-90 BLOCK SM HFN 155 23L2 61.7 2312 725 5 5 4 5 4 5 - 231.2 .7 5 - - D 5/16"ITW TAPCON 4" 21/N 160 2312 63.7 23L2 73.3 5 5 4 5 4 S - 231.2 567.6 5 f'Rl>2000 P51 SCALE: 'NTS E M14 ElC0 DRIL•FLEX SELF MIN 1J4"6063-T6 ALUM. 1/2" 3THREADS DRIWNGSCREW A363/16'STEEL 3/8' PENETRATION DWG.a: EMS003 F 5/16"ELCOULTRACON MIN.SG=0.55WOOD 1112" 2" [777-� OF 19 G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2" 5/16"ELCO ULTRACON GROUT FILLED C-90 BLOCK 21/2" 21/4„ fm>1500 PSI ��o�m�o�mmoommmmmm�ommmomom000000 v��6'h�iIIIIYNII�llgl9�°oo°�gmg IIIINlII IIIIl�lIIlIl�la�al�� �g�e�e�geeC�lgeev9ld@e@Ilgl� mmm�v�o���mo�oeo0�o00oanm000m000m nnv�v�omom■m�omemvomvvonmmmomommmm� nmgeevu� m�memmngo�vov�o��o�g���� evuveu�om�mmm■mn�onm�mmomomomo � �IIImI�Nl090 O���J90��111 �10 o■oommmoo■mmoo�o�oo�ommomocg�mmmr�o��0000m � gB111g9111B9I�I�999B�@gg���� oo�momm m■000mmme■mmoo�mvommoe������ IA91gB m�000mmeom0000°�iii=ioomoemmvvv�oeoememm omm000mmoomm� o � m�em0000v °0000m000 �� � fl 0S �vomoom00000nvm�mmmmm000 ennonoo�em�gei°�ge��9�ISIIIII� ��o��a mmm�0000meee000 v o PREPARED BY: TYPICAL HORIZONTAL SECTIONS Q INSET MOUNT BUILDING DROPS,INC. 399 E DANIA DFAPi BLVD..STE338 DANK BEACH.Ra oN:195n1399ann FM'.1954R44.47a w 5:—WW.edeoq— SEE ANCHOR CHART LL FOR MINIMUM EMBEDMENT a3ri 6063-T6 ALUMINUM TUBE ORANGLE v ¢ � 1/4-2X3 OR 3X3 OR 2X4 OR 2XS OR 4X4 2 " SEE ANCHOR CHART FOR TYPE AND SPACING EQ )) NCHOR TYPE E 2 G an 6 MAX.OC cc D[ O h W EQ SEE ANCHOR CHART INTERIOR FOR MINIMUM EDGE DISTANCE EXTERIOR 3/4" r 3�4x (TT)TRACK -- ]-TO TRACK REMARKS BY DATE EXTERIOR FINISH 1/2"MAX. (FW)FINISHED WIDTH MULLION UPDATES SM 10.20.27 BY OTHERS DWG UPDATES SM 02:18.19 HORIZONTAL SECTION B.O.UPDATES 5M 01.14.20 8 MOUNT TYPE 3 µo° xorwu u+urmm _K INSETMOUNT *WITH END RETENTION rperiwaAu�xi muD u�N uv E'4 rtucR DOWUENREDn x1x60ODls'mfr. * , N .7 7 D S A OF �0 {u �.0r . O IDP:' SEE SHEETS 9,10&11 FOR ANCHOR SPACING TABLES /�B 0 I{i41 I) ANCHORSCHEDULE' rote an��lDlr1Mief` .zn>e Ts(Lb/ill) ANCHOR DESCRIPTION MATERIAL EDGEDISTANCE EMBEDMENT A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" F L2 2 5 5 8 -4 B 5/16"TIWTAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" C 3/8°POWERS WEGDEBOLT GROUT FILLED C-90 BLOCK 2" 21/2" DATE: 06.06.17 f m>1500 PSI Vs(lb/ill) Vx(Lb/Ill) 4" 21/4" GROUT FILLED C-90 BLOCK DWG.SM cHKHFN D 5/16"IWdTAPCON fm>2000PS1 SCALE: NTS Vy(Lb/Ill) E #14 ELCO DRIL-FLEX SELF MIN 1/4"6063-T6ALUM. 1/2" 3THREADS DRIWNGSCREW A363/16"STEEL 3/9" PENETRATION DWG.a: EMS003 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE F 5/16"ELCO ULTRACON MN.SG=0.55 WOOD 11/2" 2° NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY SHEET: OF 19 SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2"IMPOSED ON STRUCTURE BY ANCHORS. H 5/16"ELCO ULTRACON GROUTFIEDC-90BOCK '2" 2 /4„ Pm 8 gmm000m00000��m0000mm�om�mmm�m■m�mm g�m00 m ouvoavv0000mmmmom�ovvomvv000vv000vv�vo�mm��moo . 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INSET MOUNTANCHOR SPACING :D r • .®®®� IWEST PALM BEACH,FL.407 • ,. PREPARED BY: EQUALLY SPACED MULLIONS SELECTION Q BUILDING DROPS,INC. 398 L DANIA 13A01 BLVD.S Mg DANIABD4M.11 D03 ULLION ULLION PH'1956319R n FAX:1954)344A938 W EB:www.W Bdin6y W ssom FACE MOUNT MULLION z $" a�m� z M-4 o �m ANCHOR TYPE E 6"MAX.00 dLL p3 S HEIGHT GHT iu (SMJ U cc O Q H J �n I I n— � W SHUTTER MODULE SHUrtEA MODULE EL 61 U I ���� HUTR ""-- ��� F 1-.0rD',ULE(S ODULE(SM2) MODUE(SM3) RE MARKS BY DATE MULUON UPDATES SM 1010.1T SM1=SM2=SM3 DWG UPDATES SM 02.18.19 B.O.UPDATES SM 01.14.20 MAXIMUM MULLION DESIGN PRESSURE(PSF) DDNDI,"I.o No.wuaArnwo3NT_xA=1 1/4-4x8 MULLION SPAN 1/4-4x6 MULLION SPAN 1/4-4x4 MULLION SPAN `"""°�° TT Max. 144 120 96 144 120 96 144 120 96 `a"cma4oxAccu"nvuu �sncva ooc"wr"srox 286.5 34 40 40 N/A 29 40 N/A N/A 21 264 37 45 45 N/A 31 45 N/A N/A 23 240 41 50 50 20 35 50 N/A N/A 25 216 45 55 S5 22 39 55 N/A N/A 28 1/4-4X8 * N 7 7 204 48 75 75 23 41 75 N/A N/A 30 4" 6063-T6 D S A OF r N144 58 100 100 29 SO 98 N/A N/A 36 71 68 118 125 33 58 114 N/A 22 42 74 129 135 36 63 124 N/A 24 46 1/4-4X6 82 142 150 40 70 137 N/A 26 51606376 91 158 160 45 78 152 N/A 29 57 103 175 175 50 87 171 N/A 33 64 1/4-4X4 F L2 2 5 5 8 6" 84 117 185 185 SS 1� 185 21 37 73 6063-T6 DATE: 0(,0(.17 72 137 200 200 67 117 200 25 44 85 4" NOTES: DW SM CHIC.BY: 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE ALSO SCALE: NTS LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. DWG.H: EMS003 2. DEFLECTION CRITERIA:MAX.SPAN/180 3. VALUES ABOVE ARE APPLICABLE ONLY FOR EQUAL MODULES SM1=SM2=SM3 I 0.25" 0.25" 0.25 SHEET: OF 19 4. UNEQUAL MODULES ARE TO BE DESIGNED BY RATIONAL ANALYSIS IN A CASE BY I A CASE BASIS. 11 PREPARED BY: (4 PER CLIP) EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS Q _ 1/4-14X1 -- Q {�4'—I GRADE 5SDS II I BUILDING DROPS,INC. D.75" 398 L DM K BFAOI BLVD. .338 ® ® FC1-4X4 DANK BFAUI,R339D1 MULLANCHORAGE FM:(9S417—M 4' 2" 3.5" FLOOR/CEILING MOUNT 0.75" .gg 1/4-4X4 (2 PER CUP) 1/4-3 X 2 6063-T6 TYPE A ALUMINUM CLIP (6 PER CLIP) W J F C31j 1/4-14X1 WALL MOUNT ANCHOR SELECTION 3a6LL < I^4"�I GRADE SSDS ® ® ANCHOR MULLION TYPE �2 3 0.75' I I (6")1/4-2X3 TYPE 4X4 4X6 08 ® ® 3 314" ALUM ANGLE A W4 W4 W4 ¢ h FC2-4X6 6063-T6 B W4 N/A N/A E 6" 4" 5.5 MULLANCHORAGE D W4 N/A N/A MOUNT H G h a y FLOOR/CEILING ® W4 N/A N/A W 1-2" 4ANCHORS TYPE A,B,OR ca 0.75" ® ® TYPICAL(6 PER[UP) W4 F WALL MOUNT 1/4.14XI GRADES 1/4-4X6 (2 PER CUP) 4ANCHORS SELF-DRILLING SCREWS REMARKS BY DATE 1/4.3 X26063-T6 TYPEA MULLION UPDATES SM 10.20.17 ALUMINUM CLIP DWG UPDATES SM 02.18.19 (8 PER CUP) B.O.UPDATES SM 01.14.20 1/4-14X1 �4"----- GRADE 5SIDS aun°u°nuu°ewamXO�nnxuawrewe see."mwucr"cmum_ s"em"o.roxswiu°a cot 10 mmssENnm. ,N4DDmwN,. fC3-4X8 MULLANCHORAGE �� ;'��•E•S'•"' �O 6" ® ® 7.5" FLOORICEILING MOUNT N •� � 3' 0 FLOOR/CEILINGMOUNTANCHOR SELECTION 3 A OF ® ® ANCHOR MULLION TYPE i�in�s O (pP 0.75' TYPE 4X4 4X6 08 1/4-4X8 (3 PER CUP) A FCl FC2 FC3 sevt:cuP4/r�j'4glsldx'r±o.>Rtt 1/4-3 X 2 6063-T6 TYPE FL22558 ALUMINUM CLIP 1/4-14X1 GRADE 5 SDS ANCHORSCHEDULE: DATE' •17 ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT DW SIY:4 CH IIFN NOTE:ANGLE CLIP A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" SCALE: NTS BE PLACED OUTSIDE OR B 5/16"ITWTAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" INSIDE TUBE 4" 21/4" DWG. E MS003 pT GROUT FILLED C-90 BLOCK a: D 5/16"ITWTAPCON fm>2000PSI SHEET: OF 19 6" G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2 13 PREPARED BY: END MULLION SELECTION 1(k BUILDING DROPS,INC. 398 E WO,BEACH BLVD.9 .338 DA-BEACH,EL3304 NO MULLION ULLION PH:I950j3948 u FM:I9CI7EGA73B (SEE SHEET 12) wEB:w.".wim eamD.mm FACE MOUNT MULLION �m om^� W ANCHOR TYPE E k Z LL 6"MAX.OC sHurrER HEIGHT (SH) DC 47 O W 1TT� y SHUTTER MODULE y SHUTTER R f SHUTTE MODULE(SM1) MODULE(sMz)r REMARKS BY DATE MULLION UPDATES SM 10.20.17 SMl=SM2 DWG UPDATES SM 02.18.19 B.O.UPDATES SM 01.14.20 MAXIMUM END MULLION SPANS AND DESIGN PRESSURES ALLOWABLE ALLOWABLE MULLION SPANS(FT) SMMANI-M N 90 XNeFDN A lx Nm GFN B1 TT MAX F-.."Ec.AnuN mxomor-NTT DDD (In) DP `oiwEinoF°nss"ariicisauHmio"nn "Aua 'F (�F) 4"x 4"X 0.25" 6"x 6"X 0.25" DDN Fx'EDAD Hn%DDa x.... 6063-T6 MIN. 6063-T6 MIN. 72 200 12.00 12.00 84 185 12.00 12.00 96 175 12.00 12.00 '', ••y,•E g �O'� N .7 7 108 160 11.93 12.00 120 150 11.49 12.00 B"� S A OF +Y 132 135 11.16 12.00 I %Or O 19P-• �U� 144 12.5 10.92 12.00 1/4-6X6C�'S. 168 100 10.65 12.00 �4"� 6063-T6 MIN. ��� �°P ``� 204 - 75 10.04 12.00 BP ��0 810°^o 216-- 55 9.70 12.00 1/4-4X4 F L 2 2 5 5 8 240 50 10.82 12.00 6063-T6 MIN. 6 264 45 11.03 12.00 4" DATE: 06.06.17 286.5 40 11.41 12.00 DWG.BY: CHK.BY: NOTES: SM I HFN • 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE SCALE: NTS ALUMINUM DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE EMS003 LOADS ARE ALSO LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. I DWG.#: 2. VALUES ABOVE ARE APPLICABLE FOR END MULLIONS ONLY 0.25" 0.25" SHEET: OF 19 14 PREPARED BY: CORNER MULLION SELECTION 1(k BUILDING DROPS,INC. 398 E DANIABEACH—D.,3TE 338 1 DANIABEACH.L33WB ORNER MULLION ULLION rA ()-Ans Tr FACE MOUNT (SEE SHEET 12) WEB:ww"•.Wlalneem w. MULLIONg� SHUTTER MODULE 0 V 4 C -ANCHOR TYPE E 6"MAX.OC O e LL J SHUTTER j 3 HEIGHT IMF � O STAGGER SCREW AS NECESSARY �Tr� h �►--SHUTTER MODULE y I_- ----I- F Q SHUTTER SHUTTER SHUTTER MODULE(SM1) MODULE(SM2) MODULE(SM7)—� REMARKS BY DATE MULLION UPDATES SM 10.20.17 SM1=SM2=SM3 DWG UPDATES SM 02.18.19 B.O.UPDATES SM 01.14.20 MAXIMUM CORNER MULLION SPANS AND DESIGN PRESSURES L3uuoEsc TT MAX ALLOWABLE ALLOWABLE MULLION SPANS(FT) -NDna °N "s EO C DP 5M,Fv,E DAQ roD�BL HEBEw"n"aB " ooDNMEx°ice (10) PSF 4"x 4"X 0.25" 6"x 6"X 0.25" """oo umENnwBu BBD . ( ) 6063-T6 MIN. 6063-T6 MIN. %Y� jii/..f 72 200 10.75 12.00 84 185 9.88 12.00 E,. .. 'b 96 175 9.19 12.00 � N .7 7 o id 108 160 8.70 12.00 '* 120 150 8.29 12.00 I- 6°� '� 5 A OF 132 135 8.02 12.00 144 125 7.80 12.00 1/4-6X6 O<�s- O 10p 168 100 7.61 11.78 AODV. �4"� 6063-T6 MIN. 1BB�3�t,q�` 204 75 7.10 10.99 F-J P "!V g4 5�dNND.:9srB 2 55 7. 1 . 40 50 95 122 1/4-4X4 F L 2 2 5 5 8 264 8..16 .0000 6D 6063-T6 MIN. 286.5 40 8.56 12.00 DATE:z 45 1z.00 4D 06.06.17 DWG.BY: CHK.BY: NOTES: _ SM I HFN 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM SCALE: 'NTS DESIGN MANUALAND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE AL50 LIM TED BYTHE MAX.CAPACITY OFTHE PRODUCT. DWG.N: EMS003 2. VALUES ABOVE ARE APPLICABLE FOR CORNER MULLIONS ONLY WITH EQUAL 0.25" 40.=2 SHEET: OF 19 WIDTH SHUTTERS ON BOTH SIDES,UNEQUAL SHUTTERS SHALL BE EVALUATED ON A CASE BY CASE BASIS. 15 PREPARED BY: END MULLION AND CORNER MULLION WALL AND INSET CONNECTIONS END MULLION WALL CONNECTIONS 1(k BUILDING DROPS,INC. MIN. 3saeoaNweraar aivo,sTc va (6 PER CLIP) 7_1/2' oar+uaPacx,a33aw 1/4-14X1 Pk 195413s 7e (4 PER CLIP) GRADE 5 SDS M.(953paa.a73e 1/4-14 X 1 vrea:.,w.(SUI gm9Ps.<"m �4"^I GRADE SSOS 0.75" ® ® (6")1/4-2X3 0^N N 0.75" ® ® 3 3/4" ALUM ANGLE g q 1 -t a ixmd 6063-T6 7 T xa 0.75" ® ® T ¢ e6LL ® 0. ® I--2" 4ANCHORS ZO 75" ,B,OR 1/4-4X4 TYPE A �+ (2 PER CLIP) p y 1/4-3X26063-T6 TYPE A,B,OR D ANCHOR TYPICAL(6 PER CLIP) C ALUMINUM CLIP 1/4.3X26063-T61/4.6X6 (2 PER CLIP) WALL MOUNT 1/4-14X1GRADES W TYPE A,B,OR D ANCHOR SELF-0RILUNG SCREWS ALUMINUM CUP 4A 4x40R5 Z F FC2-6X6 ccMULL ANCHO ANCHORAGE MULL ANCHORAGE U FLOOR/C FLOOR/CEILING NT MOUNT MOUNT (D F 1/4-14X1 1/4-14X1 (6")1/4-2X3 REMARKS BY DATE GRADE 5 SDS GRADE 5 SDS 3 3/4" ALUM ANGLE 6063-T6 MULLION UPDATES SM 10.20.17 DWG UPDATES SM 02.18.(01 L lm� (a 1] 19 B.O.UPDATES SM 01.--- 0.5" 0.5" µo' �roa"rrN"aE�®a�awaa s T 7 ANCHORS ��R�"u�„artroMa3,ra 6" TYPE Bm"mrousuuseuaruu�rio"wi�D 8" iNoi"c..IAPdEMR[. Pa!Mf Nii[3R6¢ TYPICAL(6 PER CUP) oon+Mcr,r3 r"x �ii maarocwxrr+r NOTE:ANGLE CUP TO W4 1/4-14X1 GRADE S BE PLACED OUTSIDE OR WALL MOUPIT SELF-DRILLING SCREWS \.,%% INSIDE TUBE 4AN 60R5 \`\\'�\ .,. •• Q /�''' MULL FLOOR/CEILING MOUNT ANCHOR SELECTION WALL MOUNT ANCHOR SELECT]ON N .7 ANCHOR END MULLION TYPE CORNER MULLION TYPE ANCHOR END MULLION TYPE * ' v TYPE 4X4 6X6 4X4 6X6 TYPE 4X4 6X6 S A OF 1 A FC1 FC2 FC1 FC2 A Wq Wq O IDQ•'_��� B N/A FC2 N/A N/A B W4 W4 �`r D N/A FC2 N/A N/A D W4 W4 raPriueroa m G N/A FC2 N/A N/A G W4 W4 FL22558 DATE: 06.06.17 ANCHOR SCHEDULE: DWG.. SM tHIY:B ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 3 3/4" 31/2" SCALE: NTS B 5/16"ITWTAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" DWG.H: EMS003 D 5/16"ITW TAPCON GROUT FILLED C-9D BLOCK 4" 21/4" SHEET: OF 19 f'm>2000 PSI 16 G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2" PREPARED BY: MOUNTING BRACKET 1(k BUILDING DROPS,INC. SLAT END RETENTION LAY-OUT UP TO 350 LBS SHUTTER WEIG HT WITH: 198 E.Daxw DtncHeivM lla DaNw BFA[HFL D,, (4)16'0 TAPCONS OR PH:19`+x1399$478 UP TO 200 LBS SHUTTER Fax`i9saV°°""e WEIGHT WITH: (6)Y4"Q1 X 1"SMS wFe: •.���^sa^P��* (3)%6"0 TAPCONS OR gg (4)Y4"0X1"SMS LL$� UP TO 100 LBS SHUTTER WEIGHT WITH: Q ° O q (2)%6 0 TAPCON OR (3)%"0 X 1"SMS ° � � °D a�' a ° o cc cc c W ROLL-UP MECHANISM W EXPLODED N 5 x Motor ei+►�rBrac>Lels --'-- �; REMARKS BY DATE MOiOfy '� `' I MULLION UPDATES SM 10.20.17 Crown .: DWG UPDATES SM 02.1e.19 Motor Drive t{' B.O.UPDATES SM 01.14.20 Motor Drive Wheel Stop—.�r Clips i End Cap urz."raxiwiiNwn&mn.xnoHrooFwrz II L4 Reel Tube Y _,%��•+ N�000iMiHrsFDwu sH.0 TMsma Bearing Cap -.� rrr����� `�'�� \ E S • 'p��i —Slat Hangers �V p o S A OF Q INTERIOR Bearing End Ca #10 X 2.5"PFH 18-8 S/S SMS,TWO(2)PER END EXTERIOR PePF ^/IVr^j/y"�Fj�i�drfr+o�z9^Xne RETENTION SLAT LOCK GUIDE,WITH A HV F L2 L S S V COATING SYSTEM AS MANUFACTURED BY AN APPROVED COATING APPLICATOR (TVV) (TT)TRACK TO TRACK — REGISTERED WITH THE AMERICAN TRACK WIDTH NOTES: DATE: 06.06.17 SHUTTER SYSTEMS ASSOCIATION. 1. THE ROLL-UP MECHANISM(GEARS,MOTOR,SUPPORTING END PLATES)ARE (FW)FINISHEDWIDTH NOT A PART OFTHIS APPROVALAND SHALL BE SELECTED BASED ON DWG.BY: CHK.BY: MANUFACTURER'S SPECIFICATIONS. SM HFN 2. 60MM,70MM,OR 94MM DIAMETER REELTUBE PER MANUFACTURER SCALE: NTS NOTES: SPECIFICATION 1. SLAT END RETENTION LOCKTO BEAT EVERY OTHER SLAT 3. TUBULAR MOTOR MAY BE REPLACED WITH GEAR FOR MANUAL OPERATION. DWG•#: EMS003 2. INSTALLATION SCREWS SHALL BE COATED WITH A HV 4. OPTIONAL BOTTOM LOCK IS NOT REQUIRED FOR STRUCTURAL OR FORCED SHEET: OF 19 COATING SYSTEM AS MANUFACTURED BY AN APPROVED ENTRY RESISTANCE PERFORMANCE.FOR USE ON MAXIMUM 20'WIDE UNIT. COATING APPLICATOR REGISTERED WITH THE AMERICAN 5. BASE SLAT IS OPTIONALAND IS NOT REQUIRED FOR STRUCTURAL OR FORCED SHUTTER SYSTEMS ASSOCIATION. ENTRY RESISTANCE PERFORMANCE.FOR USE ON MAXIMUM 20'WIDE UNIT. 1 -- ------ PREPARED BY: BUILDING DROPS,INC. 398 L DANIA BEACH BLVD.,S 338 DANIA BEADH,FL3300E PH:(%0)399 n FAN:"J]ONAM wwv.E"IIE4ydmpswin VIEWPORT SLAT DETAIL W p n f f f f f e� LL hEE > 3 W ~ 0.50" � 0 � 3 y El {— I 2.000" 2.FROM000" 4.000"ON CENTER ENDS NOTES: 1. USE OF VIEWPORT SLATS SHALL BE LIMITED TO REMARKS BY DATE EVERY OTHER SLAT.MAY BE USED FOR FULL MULLION UPDATES SM 10.20.17 DOOR HEIGHT,EXCEPT FOR WITHIN 36"OF DWG UPDATES SM 02.18.19 BOTTOM OF FRAME. 2. VIEWPORT SLATS MAY ONLY BE USED ON SLATS B.O.UPDATES SM 01.14.20 WITH END RETENTION. VENTED SLAT DETAIL 3. INSERT IT USE RENT N ON POLYCARBONATE ]HEanuu].v�DnulsDEsaun�moEnnH�necLNEBc INSERT WITH CURRENT NOA. ]H mx �Hm N R[@PBEEtENR OfiNm UxFi[d.F4Q_ 4. END RETENTION LOCKS ARE REQUIRED EVERY "°+�NiEBOBaIon]EnNw.uwuo�evrzssFOEic 1.221" 2.25"ON CENTER OTHER SLAT. E ` fOPU j MEM' FROM ENDS 1.50" �{ 0.75" S. VENTED OR UN-VENTED SLATS QUALIFIED. �� .. O/i��','' 10.080"j 1 n S A OF F FL22558 DATE: 06.06.17 DWG.BY: CHK.BY: SM I HFN SCALE: NTS DWG.a: EMS003 SHEET: OF 19 18 PREPARED BV: _ BILL OF MATERIALS Q ITEM NO. DESCRIPTION MATERIAL BUILDING DROPS,INC. 1 55 mm SLAT 6063-T6 390 E DANIABEAE:DAIAMH,FLCHBL33, 339 . PH:199R1399AR]R 2 LARGE GUIDE RAIL 6063-T6 WED:`A..99HIiRAA33 wxr.W Imn34mDsmD, 2A LARGE GUIDE RAIL-ENCLOSED 6063-T6 $„ mg� 3 SMALL GUIDE RAIL -T �� W � �m$e 3A SMALL GUIDE RAIL-ENCLOSED 6063-T6 W � � � z a�6LL 4 COVER CAP 6063-T6 3 5 SLAT LOCK-2 PIECE POLYACETAL W � 5A SLAT LOCK-1 PIECE POLYACETAL m y 6 BOTTOM SLAT COVER 6063-T6 y 7 BOTTOM SLAT 6063-T6 REMARKS BY DATE O SLAT O LARGE GUIDE RAIL 2q LARGE GUIDE RAIL O SMALL GUIDE RAIL 3q SMALL GUIDE RAIL MULLION UPDATES SM 10.20.17 6063-T6 6063-T6 ENCLOSED 6063-T6 ENCLOSED 6063-T6 6063-T6 DWG UPDATES SM 02.18.19 B.O.UPDATES SM oi.i4.x0 -{ 0.195" 0.112" 0.112" NE"3iw.DND,N�D=N,�HRDH.RA RC 0.04" I 0.112" 0.112" ��omo uDGEmnroo HIS D[REE=lRREMV—DEia DKBflN,A=—B DIMEFR...... M(UMFNi RK' MNMFN". "�ixixa �— 1.002" ��1.002" N 1 1.002" 1.002" ���` 55 mm 2.5" I�2.944"�I I—2.944" o I-3.285"---{ �--3.285"� �* . N .7 7 0 5 A OF a 1� W COVO 3ET6 AP O POLYACETAL POLYACETAL PIECE 5A 1 PIECE O COVER 0.66"BOTTOM SLAT O BOTTOM 60 SLAT '•� $T9uren► a f- 2.42"-� 0.062" 0 0 156" rj2.42" F L22558 1 1.458" T .458" 1.92' 0.225" I----� I 1 0.351" DATE: 06.06.17 T o o _ + 0.156 3.213" DWG.M CHKHFN 10.262" °vp .262" T- 0,05 SCALE:T -7- NTS 1.063" 1.64" f-+ 1.64" I-+ DWG.#: EMS003 SHEET: OF 19 19