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Product approval, american shutter systems assoc
ED BY: PREPARED AMERICAN SHUTTER SYSTEMS ASSOCIATION BUILDING DROPS,INC. 55 MMER ROLL SHUTTER 39BEePM:[9B)99R 1. 338 AX:I 1399-84)B WIND ZONE 3 I MPA CT RA TED (NON - HVHZ) MISSILE LEVEL E IMPACT RATED GENERAL NOTES: j C)CL m F INSTALLATION NOTES: N` 1.THE PRODUCTSHOWN HEREIN IS DESIGNED AND 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH g 3 MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ANCHOR LOCATION SHOWN,UNLESS OTHERWISE STATED. Q BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN O h EVALUATED ACCORDING TO THE FOLLOWING: 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE cc ? • ASTM E330-02 MINIMUM NUMBER OF ANCHORS TO BE USED FOR W • ASTM E1886-02 PRODUCT INSTALLATION. • ASTM E1996-05 Q 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN 2. ADEQUACY OF THE EXISTING STRUCTURAL Z TOLERANCE OF±1/2 INCH OFL THE DEPICTED LOCATION IN CONCRETE/MASONRY AND 2X STUD FRAMING AS A MAIN 43 THE ANCHOR LAYOUT DETAIL(I.E.,WITHOUT TABLE OF CONTENTS V` WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT •• AND TRANSFERRING APPLIED PRODUCT LOADS TO THE CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE SHEET SHEET DESCRIPTION FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR NEXT. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 1 GENERAL&INSTALLATION NOTES 4. REFER TO ANCHOR SCHEDULE CHART ON SHEETS 5,6,7,9& REMARKS BY DATE 3.2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED 11 FOR ANCHOR TYPE,SUBSTRATE TYPE,EDGE DISTANCE 2 ELEVATION&DESIGN PRESSURETABLE MULLION UPDATES SM 10.20.17 TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. AND MINIMUM EMBEDMENT.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 3 TYPICAL SINGLE UNIT ELEVATION&MOUNTING DETAILS DWG UPDATES SM 02.18.19 THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 4 VERTICAL SECTIONS OF INSTALLATION. WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, FOAM,BRICK VENEER,AND SIDING. 5 WALL MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC no•.Ewu°csc AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 6• ASSEMBLY FASTENERS SHALL BE COATED WITH AN HV 6 BUILD OUT HORIZONTAL SECTIONS&ANCHOR SCHEDULE w�xmnox's uu m SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE sniN quMixD.EHU.T1 "ivrro�ns FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED COATING SYSTEM AS MANUFACTURED BY AN APPROVED 7 ANCHOR SCHEDULE CONTINUED rs as v" COATING APPLICATOR REGISTERED WITH THE AMERICAN µE�c°ocuMscnsoxc svi mn�Esoau.1.1 �n ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC SHUTTER SYSTEMS ASSOCIATION. 8 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE \\\\1 TMs DOCUMENT. \DOCUMENTS FOR USE WITH THISM ss`\ � 7. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK 9 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE 1 5. INSTALLATION OF ROLL DOWN MAY EITHER BE INSIDE OR OR EDGE OF MORTARJOINT INTO FACE SHELL OF BLOCK. 10 INSET MOUNT HORIZONTAL SEC 8. SCHEDULE `"` \•E,IS,•• /� OUTSIDE OFTHETIE BEAM. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN 11 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE N ,7 7 6.ALL EXTRUSION MATERIAL:5063-T6 ALUMINUM ALLOY, ACCORDANCE WITH ANCHOR MANUFACTURER'S UNLESS OTHERWISE NOTED. INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 12 EQUALLY SPACED MULLIONS SELECTION 7.DESIGN AND OPERATION OF ROLL UP MECHANISM IS NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 13 EQUALLY SPACED MULLIONS CONNECTION $ A OF / Q MINIMUM STRENGTH SPECIFIED BY THE ANCHOR i P:• ((/� PART OF THIS APPROVAL,MANUFACTURER SPECIFICATIONS MANUFACTURER. 14 END MULLION SELECTION �i/7k'. `0 19 SHOULD BE FOLLOWED.CARE SHOULD BE TAKEN WHEN / S SHUTTER I51N MOTION ENSURING THAT PERSONAL INJURY 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN 15 CORNER MULLION SELECTION OR DAMAGE TO THIS PRODUCT DOES NOT OCCUR. ARE BASED ON SUBSTRATE MATERIALS WITH THE .P¢ 16 END AND CORNER MULLION CONNECTIONS E/iPs. IVryauM uri`o.zvs>e FOLLOWING PROPERTIES: ^/^/ - 8.FOR DESIGN PRESSURES SEE SHEET 2.SEESHEET 12 FOR 9,A. WOOD-MINIMUM SPECIFIC GRAVITY OF0.55. 17 SLAT END RETENTIONAND HOOD VENT ASSEMBLY - FL22SS8 DESIGN PRESSURES BASED ON MULLIONS. 9,B, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.SEE ANCHOR SCHEDULES,SHEETS 5,6,8,13 18 VIEWPORTAND VENT DETAILS 9.HOOD AS IS IMPACT RATED AND CAN BE PLACED AND 16 FOR ADDITIONAL REQUIREMENTS. INSIDE FRAME OPENING AS AN EXPOSED FEATURE. B.C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, 19 COMPONENTS&BILL OF MATERIALS DATE: 06.06.17 10.OPTIONAL BOTTOM LOCK IS NOT REQUIRED FOR MIN 2000 P51. DWG.BY: CHK.BY: STRUCTURAL OR FORCED ENTRY RESISTANCE PERFORMANCE. 9.D. STEEL-MINIMUM A36,ME"THICKNESS SM HFN FOR USE ON MAXIMUM 20'WIDE UNIT. 9.E. ALUMINUM-MINIMUM 6063-TG Y4'THICKNESS. SCALE: N 1T S 11.VENTED OR UNVENTED SLATS QUALIFIED. DWG•#: EMS002 12.SHUTTER MANUFACTURER LABEL SHALL BE LOCATED IN A SHEET: OF 19 READILY VISIBLE LOCATION,PER FBC CHAPTER 17. Digitally signed Hermes F Norew Reason:I am approving this document Date:2020.02.14 17:06:23-05'00' PREPARED BY: TABLE I-MAX ALLOWABLE D ESIGN PRESSURE DESIGN PRESSURE RATINGS Q W/END RETENTION BUILDING DROPS,INC. TT MAX POSITIVE NEGATIVE 398E.DANTABEACHSLVD,g 338 DANIA BEACH.FL3300° 286.5 40 40 PH:I9.M91B478 FAX:I99I7°°A738 264 45 45 vrtB:ww..wnemeemp°.mm 240 50 50 F HIM n 216 55 55 D 204 75 75 Lw a�m4 1 125 1 j o 144 44 125 125 25T W w 132 135 135 cc120 3 '•'� TRACKS ] a 08 160 160 OPTIONAL VIEWPORTS, 3 a LL SEE SHEET 18 FOR 96 175 175 zra nvu< a DETAILS p W a OVERALL 84 185 185 HEIGHT B ' °a 72 200 200 F W z c p NOTES: Q 1.DESI GN PRESSURES MUST NOT EXCEED 200 h w PSF FOR END RETENTION SYSTEM. W 2.SHUTTER SIZE(TT)MUST NOT EXCEED 286.5". MULTIPLE SHUTTER NOTES: ~ 1.USE TABLE ITO VERIFY MAXIMUM A REMARKS BY DATE ALLOWABLE PRESSURE. ° ° MULLION UPDATES SM 30.20.17 2.USETABLE2,3&4TO SELECT INTERMEDIATE MAX TRACK TO TRACK WIDTH(TT<=2B8.5) DWG UPDATES SM 02.18.19 AND END MULLIONS. MAX FINISHED WIDTH(FW) 3.SELECT PROPER MULLION ANCHORAGE. nasuLUDDNOEiAL9PE:< FROM D [PfDDixE[NR OE7N TABLE 2:GLASS SEPARATION(GS)INCHES n`nisns`vFn cD �s oocDNExi. LOAD TRACKTOTRACK(IN) TRACK WIDTH(N4 L' (PSF) 72 84 96 108 120 132 144 168 204 216 240 264 286.5 x.sna INTERIOR 40 5.13 1 6.31 6.31 6.31 6.31 6.31 6.31 6.31 6.31 8.13 8.13 9.50 12.25 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 - •t�N 7 7• . �O �� 50 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6.31 7.00 7.75 9.50 - - SECTION DETAILS ON 55 5.13 6.31 6.31 6.31 6.31 6.31 6.31 6.31 7.75 8.50 - EXTERIOR -O FOLLOWING SHEETS SHOW S A OF 75 5.13 6.31 6.31 6.31 6.31 6.31 6.31 7.00 10.25 - - - - LARGE GUIDE RAIL,SMALL Q/ 100 5.13 6.31 6.31 5.31 6.31 6.75 7.50 9.00 SMALL GUIDE RAIL GUIDE RAILISALSO i�T 0 IC 125 5.75 6.31 6.50 TOO 7.50 8.25 9.00 - WITH END RETENTION QUALIFIED FOR ANY ' �e37.o`��.�� 135 6.00 6.50 7.00 7.50 8.25 8.75 - - - - - _ _ MOUNTING CONDITION. yyq� �3pp1�� FBP-RrAY AiflFtylytMElN0.7937e - 150 6.75 7.25 7.75 8.25 9.00 - - - - - - - - 160 7.00 7.50 8.25 8.75 - - - - - - - - - F L2 2 5 5 8 - 175 7.75 8.25 8.75 - - - - - - - - - - TRACKSsesTM � 185 8.00 8.50 - - INTERIOR DETAILS SHOWN HERE AND DATE: 06.06.17 SECTION DETAILS ON 200 8.75 - - - - - - - - - - - - DWG.BY: CHK.BY: NOTES: OPEN GUIDE SM HFN 1. GLASS SEPARATION REQUIREMENTS PER ABOVE TABLE SHALL ONLY APPLY FOR ESSENTIAL FACILITIES IN WIND ZONES ENCLOSED GUIDE RAILS SCALE: NTS 1,2 AND 3 PER THE FLORIDA BUILDING CODE AND ASTM E1996 REQUIREMENTS.FOR NON-ESSENTIAL FACILITIES IN EXTERIOR ARE QUALIFIED FOR ANY WIND ZONES 1,2 OR 3,INSTALLATION SHALL PROVIDE MINIMUM 1"SEPARATION FROM GLASS IN COMPLIANCE WITH APPROVED CONDITIONS. DWG.4: EMS002 FBC REQUIREMENTS FOR NON POROUS IMPACT PROTECTIVE SYSTEMS LARGE GUIDE RAIL SEE B.O.M.,SHEET 19 FOR SHEET: OF 19 2. MINIMUM GLASS SEPARATION BASED ON MAXIMUM DEFLECTION+1"• DETAILS. 3. ANALYSIS IS LIMITED BY DEFLECTION UNDER STRUCTURAL LOADS AS WELLAS DEFLECTION DUE TO MISSILE LEVEL E WITH END RETENTION LARGE MISSILE IMPACTS, 4. APPROPRIATE INSTALLATION METHOD SHALL BE USED TO ACHIEVE THE REQUIRED SEPARATION IN THE ABOVE TABLE I _ - _ - - - - PREPARED BY: ---�- - TYPICAL SINGLE UNIT ELEVATION BUILD OUT BUILD OUT Q MOUNT MOUNT BUILDING DROPS,INC. HOOD ° e 39B E.UANIA B DANW BEACH,R33W4 WALL MOUNT WALLMOUNT PH:(9 )39A n O O FAX:199°I)44.°738 W FB:www.buBmgEmpsmm TRACKS TRACK TERTRACK WIDTH I I I a o g B SHUTTER WIDTH(SW)_III I ~TRACK TO TRACK(S TT+7W x2 II BHUTfER WIDTH(SN4 �' OPEMNG OPENNG p�RALL F TT+TWz2 HEIGHT s i O e 3 6 En W INSET MOUNTiL r INSET MOUNT WALL MOUNT ccM J �� r INSETOUNT W h �--TRACKTO TRACK(TI) c SHUTTER WIDTH(SW) TRACK TO TRACK(m---�-I WALL INSET ° ° Tf+1Wz2 SHUT. WIDTH(SW) MDUNT MOUNT MAX TRACKTO TRACK WIDTH(IT<=286.5) TT+TWx2 ~ COMBINATION MOUNTED: REMARKS BY DATE MAX FlNISHED WIDTH(FW) WALL,INSET,AND BUILD-OUT REVERSED INSTALLATION MOUNTS CAN BE INSTALLED BY MIXING MULLION UPDATES SM 10.20.17 IS ACCEPTABLE ANY POSSIBLE COMBINATIONS DWG UPDATES SM 02.18.19 TYPICAL MULTIPLE UNITS ELEVATION HEMS'^°o.'°,°E..�DF IIaE°Ho'H,°°GENE'K HOOD B o INSET 4X4X1/4 INSET .. BUILD-OUT4X6X114 BUILD-OU E T `�� „ MOUNTS 4XBX3/4 OR WALL �) MULLION BAR SEE MOUNTS N 7 7 TRACKS SHEETS 12&13 FOR DESIGN 21'-D'MAX '�/�s• OVERALL .00nn HEIGHT 5 Fa�r!aE%�r60WWlitAh+o.:9nB - FL22558 I— TT —i I---TT—� DATE: 06.06.17 SHUTTER WIDTH ISM SHUTTER WIDTH ISM DWG.BV: CHK.BY: SM SHUTTER MODULE SHUTTER MODULE HFN SCALE: NTS ° DWG.q: EMS002 MAX TRACK TO TRACK WIDTH(TT<=286.5) MAX.TRACK TO TRACK WIDTH(TT<=286.5) SHEET: OF 19 MULTIPLE SHUIRMODULES 3 PREPARED BY: TYPICAL VERTICAL SECTIONS Q SEE ANCHOR CHART FOR SEE ANCHOR CHART FOR BUILDING DROPS,INC. MINIMUM EMBEDMENT MINIMUM EMBEDMENT 39eE.oAwA OANIA M R CHewo,sre-33e H,FL D., EXTERIOR FINISH EXTERIOR FINISH PH:(954)399-84]8 BY OTHERS BY OTHERS FAX:(95AIFaAA938 d CONCRETE/MASONRY BY d CONCRETE/MASONRY BY OTHERS WEB:www.builCiry(EmDs.mm OTHERS ^ 60MM,70MM,OR 94MM DIAMETER m S„ REELTUBE PER MANUFACTURER a 4 SPECIFICATION Q. d d 0__ \ SEE ANCHOR CHART/ a• FOR MINIMUM ��O.C.SPACING I- ' A INTERIOR ` A Z¢ W O d d INTERIOR Ln U h d SEE ANCHOR CHART d EXTERIOR SEE ANCHOR FOR MINIMUM EXTERIOR CHART FOR TYPE O.C.SPACING SEE ANCHOR CHART w c AND SPACINGc FOR TYPE AND SPACING F H- d #14 X 3/4"SDS d REMARKS BY DATE TSEECHOR CHART,SHEET 5 TYPICAL,6"OC SEE ANCHOR CHART,SHEET 5MULLION UPDATES SM 2o.2o.vOR MINIMUM FOR MINIMUM DWG UPDATES SM 02.18.19 DGE DISTANCE EDGE DISTANCE TSEERTICAL SECTION p VERTICAL SECTION roEomoun o�oEREa FVME DEMASONRY/CONCRETE SUBSTRATE-WALL MOUNT 4 MASONRY/CONCRETE SUBSTRATE-BUILDOUT `"G�NEEFORA �" TESPEFO CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE ANCHOR CHART,SHEET 5 CONCRETE/MASONRY BY OTHERS wwww •• O �i�� FOR MINIMUM EDGE DISTANCE �w :•1) E `S Pp'i EXTERIOR C• v Q EXTERIOR '• v Q N 7 7 0 INTERIOR INTERIOR SEE ANCHOR CHART,SHEET 5 * 7F FOR MINIMUM S A OF lr •. EDGE DISTANCE P tU a SEE ANCHOR CHART . T O 10 �/41 \ SEE ANCHOR �i tC u.F3 \ wow v FOR TYPE AND SPACING a / S CHART FOR TYPE �iop www ALTERNATE CO,CRETE/MASONRY ALTERNATE AND SPACING i e d BY OTHERS 1/8"THK.ANGLE d "RE.AF.....pq`L N'o.:9sFs 1"X2"X}'ANGLE 7 �71�-- - 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 A VERTICAL SECTION C VERTICAL SECTION DW G.SB I �HKHFN 4 MASONRY/CONCRETE SUBSTRATE-WALL MOUNT 4 MASONRY/CONCRETE SUBSTRATE-BUILDOUT SCALE: NTS SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES DWG.a: EMS002 NOTES: SHEET: OF 19 1. SLATS NOT SHOWN FOR CLARITY 2. REVERSED INSTALLATION IS ACCEPTABLE 4 PREPARED BY: TABLE 3-ANCHOR SPACING ANCHOR TYPE MOUNT SPACING ANCHOR4,3X3 OR BOG TYPICAL HORIZONTAL SECTIONS Q WALL-MOUNT 1 1x3,1x4,2X4,3%4,3X3 OR 4%4 BO-MOUNT 2 TT PD Vx V Vs Ts A B C D E F G H Vs Ts A B C D E F G H WALL MOUNT 40 0.0 10.9 0.0 39.3 10 10 10 10 10 10 10 10 0.0 9.3 10 10 10 10 10 10 10 10 BUILDING DROPS,INC. 45 0.0 12.3 0.0 44.2 10 10 10 30 10 30 10 10 0.0 10.4 10 10 30 30 10 10 30 10 50 0.0 13.6 0.0 49.1 10 10 30 30 10 M 30 10 0.0 11.6 10 to 10 to 10 SO 10 10 SEE ANCHOR CHART 398E 4ANIa BFACH BlVP�51E.333 oar+w esnc,B=, 55 0.0 15.0 0.0 54.0 10 10 10 10 10 10 10 10 0.0 12.8 10 10 10 10 10 10 10 10 FOR TYPE AND SPACING SEE ANCHOR CHART FOR vie(9s4)39sBa74 60 0.0 16.4 0.0 58.9 10 to 10 10 10 m 30 to a0 13.9 10 10 10 10 10 10 10 10 MINIMUM EDGE DISTANCE F-(9S4) A71I wte:s..,w.wn4�¢aon.com 65 0.0 17.7 0.0 63.9 10 10 10 10 10 10 SO 10 0.0 15.1 10 10 10 10 l0 30 30 10 70 0.0 19.1 0.0 68.8 30 10 30 10 10 30 10 30 0.0 16.2 10 30 30 30 10 30 30 30 75 0.0 20.5 0.0 73.7 10 10 10 10 10 10 10 10 0.0 17.4 10 10 10 10 10 10 10 10 SEE ANCHOR CHART o so 0.0 21.8 0.0 78.6 10 10 10 10 10 10 10 10 0.0 18.6 10 10 10 10 10 10 10 10 FOR MINIMUM BS 0.0 23.2 0.0 83.5 10 10 10 30 30 30 10 9 0.0 19.7 10 10 10 10 l0 10 10 10 EMBEDMENT ama~ 90 0.0 24.6 0.0 8&4 30 30 10 30 30 30 10 8 0.0 20.9 30 10 10 30 10 10 30 10 v1 95 138.3 25.9 138.3 38.9 10 10 4 30 10 10 30 4 138-3 333.8 30 3 3 INTERIOR 100 138.3 27.3 138.3 39.4 10 SO 4 30 10 10 10 4 13&3 334.5 30 3 3 105 138.3 28.6 138.3 40.0 30 10 4 10 30 30 10 4 13&3 335.1 10 3 3 73 T 110 138.3 30.0 139.3 40.6 10 10 4 30 10 10 30 4 138.3 335.7 10 3 3 h W 3 EXTERIOR FINISH EXTERIOR 3 AIR 136.3 31.4 138.3 41.1 30 10 4 10 10 10 10 a L3&3 336.4 10 3 BY OTHERS O Q 72 120 138.3 32.7 138.3 41.7 30 10 4 10 10 10 30 4 138.3 337.0 10 3 3 3/4" C ~ 125 138.3 34.1 138.3 42.2 30 10 4 30 10 10 1 10 4 138.3 337.7 10 3 3 ITT)TRACK W 130 138.3 35.5 138.3 42.8 10 10 4 10 30 10 30 4 138.3 338.3 10 3 3 31/" 4 TO TRACK 135 138.3 36.8 138.3 43.4 10 30 4 30 10 10 10 4 13&3 338.9 10 3 - 3 140 138.3 38.2 138.3 43.9 10 10 4 10 10 10 10 4 138.3 339.6 10 3 3 (FW)FINISHED WIDTH 145 138.3 39.6 138.3 44.5 10 30 4 10 10 10 10 4 138.3 3402 10 3 3 150 138.3 40.9 138.3 45.0 10 10 4 10 30 30 30 4 135.3 340.8 10 3 3 HORIZONTAL SECTION 155 138.3 42.3 n8.3 45.6 10 10 4 10 30 10 10 4 13&3 341.5 10 3 3 E Gi 160 138.3 43.7 138.3 46.2 10 10 4 10 10 10 10 4 138.3 342.1 10 3 3 C MOUNT TYPE 1 9 165 138.3 45.0 138.3 46.7 20 10 4 10 10 10 30 4 13&3 342.8 10 3 3 J WALL MOUNT 170 138.3 46.4 138.3 47.3 10 10 4 10 10 10 10 4 138.3 343.4 10 3 3 REMARKS BY DATE 175 138.3 47.7 138.3 47.8 SO 30 4 30 10 10 10 4 13&3 344.0 10 3 3 'WITH END RETENTION MULLION UPDATES SM 30.20.17 180 138.3 49.1 138.3 4&4 10 10 4 10 10 10 SO 4 13&3 344.7 10 3 3 185 138.3 50.5 13&3 49.0 10 30 4 10 10 10 30 4 138.3 345.3 10 3 3 DWG UPDATES SM 02.18.19 190 138.3 SL8 138.3 49.5 10 10 4 30 10 30 30 4 33&3 346.0 10 3 3 195 138.3 53.2 138.3 50.1 30 10 4 30 30 10 10 4 13&3 346.6 10 3 3 200 138.3 54.6 138.3 50.7 10 10 4 10 30 30 30 4 138.3 347.2 10 3 - 3 Vs(Lb/In) "M1fDF�cp1°ar"'a°1fifiO'x 40 0.0 12.6 0.0 4S.3 10 10 10 10 30 30 10 30 0.0 10.7 10 10 10 10 30 30 10 10 mt0e m�io`aw°�s`K 45 0.0 14.2 0.0 SLO 30 SO 30 10 10 10 30 10 0.0 120 10 10 10 10 30 30 30 10 r 4�NcsnOaaK"Bros vnsncN�c 50 0.0 15.7 0.0 56.6 10 10 30 10 10 10 30 10 0.0 13.4 10 10 10 30 10 30 10 10 Vx Lh(in) oomrwcN+sm senoocvenrnr. 55 0.0 17.3 0.0 62.3 30 30 10 10 10 10 ID 10 0.0 14.7 10 10 SO 10 10 10 SO 10 ( 60 0.0 18.9 0.0 67.9 SO 10 10 10 10 10 SD 10 0.0 16.2 10 10 10 10 10 10 10 10 7s(Lb/in) 65 a0 20.4 0.0 73.6 10 10 10 10 30 10 30 30 0.0 17.4 10 10 10 30 30 10 10 10 70 0.0 220 0.0 79.3 30 30 10 10 10 10 10 10 0.0 18.7 10 30 30 10 10 30 30 10 ti ;'�,Y ,•' 75 0.0 23.6 0.0 94.9 10 10 10 10 10 10 1D 9 0.0 20.1 10 10 l0 10 10 10 10 10 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE so 0.0 2.5.2 0.0 90.6 10 10 10 io 10 10 1D a 0.0 21.4 10 10 1D 10 10 1D 10 1D NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY �, t 85 0.0 26.7 0.0 96.3 10 10 10 10 10 10 1D 7 0.0 22.7 10 10 1D 10 10 10 10 10 SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS OF r 90 0.0 28.3 0.0 301.9 io 10 10 10 10 30 30 6 0.0 24.1 10 10 10 10 10 10 10 10 IMPOSED ON STRUCTURE BY ANCHORS. 95 170.2 29.9 170.2 47.0 10 10 3 8 8 7 30 3 170.2 409.9 a ���,� ,p I(�Q•;' <(/` 100 170.2 31.4 170.2 47.7 30 10 3 8 8 7 30 3 170.2 410.6 105 170.2 33.0 170.2 4&3 10 10 3 8 8 7 10 3 170.2 41L 8 ANCHORSCHEDULE:84 no 1701 34.6 170.2 49.0 10 10 3 8 8 7 10 3 17a2 41z1 8 - ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT 33wwn4ae \ 115 170.2 36.2 170.2 49.6 10 10 3 8 8 7 10 3 170.2 412.8 8 mrtrrs� N847rMdx'r+o�79ne 120 170.2 37.7 170.2 50.2 10 10 3 8 8 7 10 3 170.2 413.6 8 A 3/8"POWERS WEDGE BOLT MIN.30G0 PSI CONCRETE 3 3/4" 31/2" F L2 2 5 5 8 12.5 170.2 39.3 170.2 50.9 10 10 3 8 a 7 10 3 170.2 414.3 s B 5/16"ITWTAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" 130 170.2 40.9 170.2 51.5 10 10 3 & 8 7 10 3 170.2 415.1 8 - GROUT FILLED C-90 BLOCK 235 170.2 42.5 170.2 522 10 10 3 8 8 7 10 3 17a2 415.8 8 C 3/8"POWERS WEGDE BOLT 2" 21/2" f'm>]500 PSI DATE: 06.06.17 140 170.2 44.0 170.2 52.8 10 10 3 8 8 7 10 3 170.2 426.5 8 GROUT FILLED C-90 BLOCK DWG,BY: CHK,BY: 145 170.2 45.6 170.2 53.5 10 10 3 8 9 7 10 3 170.2 417.3 8 D 5/16"ITWTAPCON f'm>2000P51 4 21/4 $M HFN 150 370.2 47.2 170.2 54.1 30 10 3 8 8 7 SD 3 170.2 418.0 8 '1ss 170.2 48.7 170.2 54.8 10 10 3 8 8 7 10 3 170.2 41&7 8 - - - - E 414 ELCO DRIL-FLEX SELF MIN 1/4"6063-T6 ALUM. 1/2" 3THREADS SCALE: NTS 160 170.2 50.3 170.2 55.4 10 10 3 8 8 7 10 3 170.2 419.5 8 - - - - DRILLINGSCREW A363/16"STEEL 3/8" PENETRATION DwG.s: EMS002 165 170.2 51.9 170.2 56.2 10 10 3 7 8 7 10 3 170.2$42L78 F 5/16"ELCO ULTRACON MIN.SG=0.55 WOOD 11/2" 2" 171 17O.z 13.5 170.2 56.7 10 10 3 7 8 7 10 3 170.2 G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2„ SHEET: OF 19 175 170.2 55.0 170.2 57.4 10 30 3 7 a 7 30 3 170.2 180 170.2 56.6 1702 5&0 20 10 3 7 8 7 10 3 170.2 GROUT FILLED C-9D BLOCKr185 170.2 58.2 170.2 58.6 10 10 3 7 8 7 10 3 170.2 H 5/16"ELCO ULTRACON Pm>1500PSI 21/2 21/4" J TYPICAL HORIZONTAL SECTIONS PREPARED BY: BUILD OUT Q SEE ANCHOR CHART SEE ANCHOR CHART FOR BUILDING DROPS,INC. FOR TYPE AND SPACING I MINIMUM EDGEDISTANCE 398E.DANIABEACHDLVD..M338 ANCHOR TYPE&SPACING ANCHORTYPE&SPAgNG DANKBEACH.L3 TABLE 3-ANCHORSPACING WALL-MOUNT 1 ]x3,1z4,2%4,3%4,3X3 OR 4K4 BID-MOUNT 2 1 VN:(956)394BGJ8 IT PD Vx VY Vs 7s A 8 C D E F G H Vs Ts A B C D E F G H SEE ANCHOR CHART FAx.199i1744.4 40 0.0 141 0.0 51.3 10 io to to 10 10 10 10 0.0 12.1 10 10 10 10 10 io 10 10 FOR MINIMUM EQ EQ NOTE: w[e:w.w.wae"ce ops.wm 45 o.0 16.0 OLDn.7 io is io io 1a to 10 10 0.0 13.6 10 1D 10 10 10 10 10 10 EMBEDMENT BUILD OUT OR BUILD IN INSTALLATION IS =d 50 0.0 17.8 0.0 64.1 10 10 10 10 10 10 10 10 0.0 15.1 10 l0 10 10 10 10 10 10 ACCEPTABLE 55 0.0 19.6 OLD 70.5 10 10 SO 10 10 10 10 10 0.0 16.7 10 10 10 10 10 10 10 10 60 0.0 21.4 0.0 76.9 10 10 10 10 10 10 10 10 a0 ia2 10 10 10 10 10 10 10 10 EXTERIOR a b m 1/8"-lx3 OR 1X4 $ o 65 0.0 23.1 0.0 83.4 10 30 10 10 10 10 10 9 0.0 19.7 10 30 10 10 10 10 10 30 FINISH Ln G m 70 0.0 24.9 0.0 89.8 10 10 10 10 10 10 1D 8 0.0 212 10 10 10 10 10 10 10 10 BY OTHERS 1/4"-2X4 OR 3X4 OR 3X3 OR 4X4 w 75 0.0 26.7 0.0 96.2 10 10 10 1 10 10 10 10 7 1 0.0 22.7 10 10 30 10 30 SO 30 10 6063-T6 O z 36�a 80 D.0 28.5 a0 102-6 10 10 10 1 10 10 10 10 6 0.0 24.2 10 10 10 10 10 30 10 30 INTERIOR = m U e 3 LL 85 0.0 30.3 a0 109.0 30 10 10 10 10 10 10 6 a0 25.8 10 10 10 10 10 10 10 10 h y �� 90 0.0 32.1 OLD 115.4 10 10 10 10 10 10 10 s 0.0 27.3 10 10 10 30 10 10 10 10 ANCHOR TYPE E 95 201.5 33.8 201.5 55.0 10 9 6 6 5 9 20L5 494.6 6 - 6"MAX.O.C. C 2 p 100 2OLS 35.6 2015 55.8 10 9 6 6 S 9 201.5 485.4 6 - 3/4r1 EXTERIOR W O U 96 105 2OLS 37.4 2OLS 56.5 10 9 6 6 S 9 201.5 486.3 6 - - � Z llo 2OL5 39.2 201.5 57.2 10 9 - 6 6 5 9 201.5 487.1 6 - 3�q" (TT)TRACK TO TRACK 115 2OL5 4L0 2015 S&0 10 9 6 6 5 9 201.5 487.9 6 - - - Ln 120 2015 4L7 2015 5a7 10 9 6 6 5 9 - 2OLS 48&8 6 _ (FW)FINISHED WIDTH Ln 125 2OL5 44.5 201.5 59.4 10 9 6 6 5 9 - 201.5 489.E 6 - - - HORIZONTAL SECTION 130 20LS 46.3 201.5 60.2 10 9 6 6 5 9 20L5 490.4 6 ui 135 201.5 48.1 2015. 60.9 30 9 6 6 5 9 2OL5 49L3 6 - - - - 6 MOUNTTYPE2 P! 140 2.01.5 49.9 201.5 61.6 10 9 6 6 S 9 201.5 492.1 6 BUILD-OUT MOUNT ~ 145 20L5 SL6 201.5 62.4 10 9 6 6 5 9 2OL5 492.9 6 *WITH END RETENTION REMARKS BY DATE 150 201.5 53.4 20L5 63.1 10 8 6 6 s 9 201.5 49&8 6 - - - - MULLION UPDATES SM 1oao.v 155 201.5 5S.2 201.5 63.8 10 8 6 6 S 9 201.5 494.6 6 160 2.01-5 57.0 201.5 64.5 10 8 6 6 5 9 - 201.5 495.4 6 - - - - - Vs(Lb/in) DWG UPDATES SM 02.18.19 165 201.5 58.8 201.5 65.3 1 SO 8 6 6 S 9 201.5 496.3 6 170 201.5 60.5 201.5 66.0 10 8 6 6 5 9 1 1201.5 497.2 6 175 201.5 62.3 201.5 66.7 30 8 6 6 5 9 1 201.5 497.9 6 40 0.0 15.9 0.0 57.3 10 10 10 10 to 10 30 SO QO 1&5 to 10 10 30 Io to IO 30 ITS(Lb/In .6 srt[w"nrq"f CAUS[W_ 45 0.0 17.9 0.0 64.5 30 10 10 1010 10 10 10 0.0 15.2 30 10 10 30 10 10 30 30 RO'"r"`Q 1°'E0�N110[r [xcu.EuaAoc"mns«vu� So 0.0 19.9 0.0 71.6 10 10 10 30 10 10 30 10 0.0 16.9 10 10 10 30 10 1 10 1 10 10 "rs srmoxt'AxNrw 55 0.0 2L9 0.0 78.8 10 10 30 10 SO 30 30 10 0.0 18.6 10 10 30 30 10 30 10 10 \\\o1 ron 7///// 60 0.0 219 0.0 85.9 10 10 10 10 10 10 10 9 0.0 20.3 10 10 10 10 10 10 10 SO Vx(Lb/in) 65 0.0 25.9 0.0 93.1 10 10 30 30 30 30 10 7 0.0 22.0 10 10 10 10 10 10 10 10 70 0.0 27.8 0.00 100.3 10 10 10 10 10 10 10 7 0.0 23.7 30 10 10 10 10 10 10 10 Vy(Lb/In) ` •�'\ S•," �O i 75 0.0 29.8 DO 107.4 10 10 10 10 10 10 10 6 0.0 25.4 10 10 10 10 10 10 10 10 N 7 7 80 0.0 31.8 aD 114.6 10 10 20 10 10 20 10 5 0.0 27.1 10 10 10 10 10 10 10 10 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE as 0.0 33.8 010 121.e 10 10 10 20 10 10 10 s OLD 288 10 10 10 10 10 10 ID ID NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY 'O S A OF 1Y 90 D.o 35.e 0.0 22a9 10 10 10 10 10 lD 10 a o.0 3as 10 10 10 10 1a 10 10 m SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS 13 95 231.2 37.8 23L2 62.7 10 7 4 5 a 7 231z 555.5 s - IMPOSED ON STRUCTURE BY ANCHORS. �.7 O 108 100 731.2 39.8 231.2 63.5 10 7 4 5 4 7 23L2 SS&S 5 105 231.2 4LB 231.2 64.4 10 7 a 5 4 7 231.2 557.4 S - - - ANCHORSCHEDULE: 120 2312 43.8 231.2 65.2 10 7 a s 4 7 231z s5a3 s ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT / B[ACH,FL�sBA4 115 2312 45.7 231.2 66.0 10 7 4 5 4 7 231-2 559.3 5 mvEEu� AUrBQakl4dN•No.rsre 120 2312 47.7 231.2 66.8 10 7 - a 5 a 7 - 231-2 560.2 A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" F L2 2 5 5 8 125 2;L2 49.7 231.2 67.6 10 7 a 5 4 7 - 23L2 SELL 5 _ _ _ _ _ _ B 5/16"ITWTAPCON MIN.3WO PSI CONCRETE 23/16" 21/4" 130 23L2 517 2312 6&4 10 7 4 5 4 7 231.2 562.1 S - GROUT FILLED C-90 BLOCK 135 231.2 53.7 231.2 69.3 10 7 4 5 4 7 231.2 563.0 5 - - _ C 3/8"POWERS WEGDE BOLT I'm>1500 PSI 2 2]/2 DATE: 06.06.17 140 2312 55.7 231.2 70.1 10 7 a 5 4 7 231.2 563.9 S GROUT FILLED C-90BLOCK DWG,BY: CHK.BY: 145 231.2 57.7 23L2 70.9 M 7 4 5 4 7 231.2 564.8 S - - - D 5/16"ITWTAPCON 4" 21/4" 150 231.2 59.7 231.2 717 30 7 4 5 4 7 231.2 565.8 5 _ f'm>2000 P51 $M H F N 155 231.2 617 231.2 72.5 20 7 - a 5 a 7 - 231.2 S66.7 5 - - - - E #14 ELCO DRIL-FLIX SELF MIN 1/4"6063-T6 ALUM. 1/2" 3THREADS SCALE: NTS 160 73Lz 63.7 z31.2 733 io 7 - a 5 4 7 - 23L2 567.E S - - DRILUNGSCREW A363/16"STEEL 3/8" PENETRATION DWG,III: EMS002 F 5/16"ELCO ULTRACON MIN.SG=0.55 WOOD 11/2" 2" G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2" SHEET: OF 19 GROUT FILLED C-90 BLOCK H 5/16"ELCO ULTRACON fm>lwo PSI 2]J2 21/4 mm�■ ovaaa ��B�BB�� � � � ���moeee■0eaa0omoam0000000�a�a��a0aag ���ovu�oe�moaaevonumonm000mmmo� �Bg�igO����Oaono�niiiiiia0a�°�aaaaam ��°����a�� seas IIIIgsl�llAllllll9 �'���1 0A IAA 91■�IIIIIIA9AA999A��0 � �������a���m�moeoorao��am�moemm0��am mommm�a�a���momm�����o 8 0@�9F�699�00800E00of�999990v000��� 80 aea�ammmoo�mm�vvononm�em von ao mmm�mmaav�e�vvvvvvv����a�ovvvonvvv��r�o mm°mCm�l°� °�IIIIUI�III�IIIIIIII� N9 �n� aaaaaan�ni��uuasa� � IIIII55 MMER ROLL SHUTTERS PREPARED .. TYPICAL HORIZONTAL SECTIONS Q INSET MOUNT BUILDING DROPS,INC. 398EDANIABEACl1 BLVD.S�E.33B DANIABFACH,R13Dp0 DR:f954)399 " iA%:ll9 PEGAr38 WEB:www.bulld gdropssom SEE ANCHOR CHART >m FOR MINIMUM EMBEDMENT c LL Sm 6063-T6 ALUMINUM TUBE OR ANGLE au 1/4-2X3 OR 3X3 OR 2X4 OR 2X5 OR 4X4 Lu O 366� SEE ANCHOR CHART FOR TYPE AND SPACING EQ J x O o 3 LL �I ANCHOR TYPE E 6'MAX.OC JO 2 G AIREC. cc =O h SE FO INTERIOR fOR MINIMUM EDGE DISTANCE Ln Z EXTERIOR 3/4" y4„ TO TRACK 3 TO TRACK i EXTERIOR FINISH 1/2"MAX. (FW)FINISHED WIDTH REMARKS BY DATE BY OTHERS MULLION UPDATES SM 10.20.17 DWG UPDATES SM 02.18.19 HORIZONTAL SECTION _ nBf GFNF¢af MOUNT TYPE 3 °cvsrno�af��`a'�".auufa�oirw"¢fs°¢arAsoLLurc INSET MOUNT scAusE WsuuAnoNrooenBrL LNGigfEBO�"aA�eCDL["nr S"¢iLLn4FVM¢'Sii¢RB *WITH END RETENTION N .7 7 D SA OF i0 SEE SHEETS 9,10&11 FOR ANCHOR SPACING TABLES �C,,< O I ANCHORSCHEDULE: — ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT A'— u—�L1.��BoL;4+1` Ts(Lb/in) A 3/8"POWERS WEDGE SOLT MIN.3000PSICONCRETE 33/4" 31/2" LevELLL�r. ¢04awMNt+o.LDsra B 5/16"ITWTAPCON MIN.3"PSI CONCRETE 23/16" " --21/4"- - FL22558 I� C 3/8"POWERS WEGDEBOLT GROUT FILLED C-90 BLOCK 2" 21/2" f'm>1500 PSI DATE: 06.06.17 GROUT FILLED C-90 BLOCK Vs(Lb/in) D 5/16"ITW TAPCON fm>2000 PSI 4 21/4" DWG. B - CH II FN Vx(Lb/in) g14 ELCO DRIL-FLIXSELF MIN 1/4"6063-T6ALUM. 1/2" 3THREADS Vy(Lb/in) E DRILUNGSCREW A363/16"STEEL 3/8" PENETRATION SCALE: NT$ F 5/16"ELCO ULTRACON MIN.SG=0.55 WOOD 11/2" 2" DWG.a: EMS002 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2" SHEET: . OF 19 NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY GROUT FILLED C-90 BLOCK SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS H 5/16"ELCO ULTRACON f'm>1500 P51 21/2 21/4 Q IMPOSED ON STRUCTURE BY ANCHORS. 8 PREPARED BY: 7ABLE4-ANCHOR SPACING ANCHOR TYPE&SPACING ANCHORTYPE&SPACING ANCHOR TYPE&SPACING 1X30R3%3 INSET-MOUNTS 2X40R4%4 INSET-MOUNT S 2XSII D MOUNTS TYPICAL HORIZONTAL Q TT PD Vx Vy Vs Ts A B C D E F G H JAB C D E F G H A B C D E F G H 40 0 10.91 30.91 20.36 30 10 10 10 30 10 10 30 10 30 10 30 10 10 10 30 30 10 30 30 10 10 45 0 12.28 12.28 22.90 10 10 l0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 30 10 10 10 10 SECTIONS BUILDING DROPS,INC. 50 0 13.64 13.64 25.44 30 30 10 10 30 10 10 30 10 10 10 30 10 10 10 30 10 10 SO 10 10 10 INSET MOUNT 398EDNiiABEx[YI BLw-BTE.334 D0.NI4...fL]3WC 55 0 15.00 15.00 27.99 10 10 lO SO 30 SO 10 10 10 10 10 10 30 10 10 10 10 10 10 lO 30 10 PH:l9sa1199sa9B 60 0 16.37 16.37 30.53 30 ]0 10 10 30 10 10 10 10 30 30 10 10 30 30 30 10 10 30 30 10 10 faY:I95a1244.4nB W FB:www.EuilGvigCrops.wm 65 0 17.73 17.73 33.08 30 30 9 10 10 SO 10 10 10 30 10 10 30 10 30 30 30 30 30 30 10 10 70 0 19.10 19.10 35.62 10 30 9 10 30 lO 10 30 10 30 10 10 10 10 30 30 10 10 30 30 10 1075 0 20.46 20.46 38.17 30 10 B 10 30 30 10 10 30 10 10 10 10 30 10 30 10 10 10 10 30 10 30 m g N 80 0 21.83 21.83 40.71 10 30 8 10 30 10 10 10 10 10 10 10 30 30 10 30 10 10 10 10 10 30 10 30 Z o a 4 95 0 23.19 23.19 43.26 30 10 7 10 10 10 10 10 10 30 10 10 10 10 10 10 10 10 10 10 10 30 10 10 90 0 24.55 24.55 45.80 10 30 7 10 9 9 to to 30 10 ID 10 10 30 10 10 SO 10 10 10 10 30 10 SO U 6063-T6 ALUMINUM TUBE OR ANGLE m 95 138.268 25.92 25.92 370.04 5 - 3 10 3 3 3 3 4 10 4 3 3 3 3 4 1/4-2X3 OR 3X3 OR 2%4 OR 2X5 OR 4%4 100 138.268 27.28 27.28 372.58 5 - - 3 - 101 3 - 1 3 3 3 4 10 4 3 3 3 3 4 1- q F6 105 138.268 28.65 28.65 375.13 5 3 10 3 3 3 3 4 10 4 3 3 3 3 4 110 13&268 30.01 30.01 377.67 4 3 10 3 3 3 3 4 10 3 3 3 3 4 115 138.268 31.37 31.37 380.22 4 - - - - 3 - 10 3 - 3 - 3 4 - 30 3 - 3 3 3 4 EO I NCHORTYPEE Z 72 120 138.268 3L74 32.74 382.76 4 3 - 30 3 3 3 4 - 30 3 3 3 3 4 6"MAX.OC 125 138.2681 34.10 34.10 385.31 4 3 - 30 3 3 3 4 - 10 3 3 3 3 4 130 138,268 35.47 35.47 387.85 4 3 10 3 3 - 3 3 - 10 3 3 3 3 4 EO INTERIOR 135 1384268 36.83 36.83 390.39 4 3 10 3 3 3 3 30 3 3 3 3 4 Ln 140 138.268 38.19 38,19 392.94 4 - 3 30 3 3 3 3 - 10 3 3 3 3 4 145 13&268 39.56 39.56 395.48 4 - 3 30 3 3 3 3 - 10 3 3 3 3 4 2 ISO 138.268 40.92 40.92 39S.03 4 3 10 3 3 3 3 - 10 3 3 3 3 a EXTERIOR 155 338.268 4L29 42.29 400.57 4 - 3 10 3 3 - - 3 - 30 3 3 3 3 4 3/4' ui 160 138.268 43.65 43.65 403.12 4 - 3 30 3 3 3 30 3 3 3 4 ITT)TRACK F 165 138.268 45.01 45.01 405.66 4 3 30 3 3 3 10 3 3 3 4 3�4 TO TRACK 170 138.268 46.38 46,38 408.21 4 3 30 3 3 3 30 3 3 3 4 1/2"MAIL REMARKS BY DATE 175 138.268 47.74 47.74 410.75 4 3 10 3 3 3 10 3 3 3 3 (FN�FINISHED WIDTH MULLION UPDATES SM 10.20617 160 138.266 49.11 49.11 413.29 4 - - 3 30 3 3 - - 3 - 30 3 - 3 3 3 DWG UPDATES SM 02.18.19 195 138.268 50.47 50.47 415.84 4 3 10 3 3 30 3 3 3 3 190 138.268 5L83 51-83 418.38 4 - - 3 - 30 3 - - 3 - SO 3 - 3 - 3 3 - / , l HORIZONTAL SECTION 195 138.268 53.20 S3.20 420.93 4 - - 3 30 3 3 10 3 3 3 3 200 138.268 54.56 54.56 423.47 4 - 3 30 3 - 3 - 30 3 3 3 9 MOUNT TYPES uurxw Dnuu D[soarn,uxwiaecuux INSET MOUNT Lu.rror xnua.nuuaxomonsra•snmx 40 0 12.58 12.5E 23.46 SO 30 10 10 10 10 30 30 30 30 10 30 30 30 10 10 30 10 30 10 10 30 10 10 �"`m.•ssia[a�w c[[x�'[F*�'WITH END RETENTION nD m 45 0 14.15 14.15 26.40 30 30 10 10 30 30 30 30 30 10 10 10 30 30 10 10 30 30 30 10 30 30 10 10 ens pmsrw[ ,ufFM[:ivusx 50 0 ]5.72 15.72 29.33 10 30 30 10 30 30 10 10 10 10 10 10 10 30 10 10 10 30 10 10 10 10 10 10 `,%%rD 55 0 17.30 17.30 32,26 30 30 10 SO 10 30 10 10 10 10 t0 10 10 10 10 10 30 30 10 10 10 10 30 10 `%% 60 0 18.87 18.87 35.20 10 10 l0 10 10 10 t0 t0 10 10 SO to 10 10 10 30 10 10 t0 10 10 10 10 10 - � , .• p /i/ 65 0 20.44 20.44 38.13 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 l0 10 to 10 10 10 10 to 7I �•E 70 0 22.01 2201 41.06 10 10 10 10 20 10 10 to t0 10 to to to to to to to l0 10 10 10 10 10 10 1 Ts(Lb/In) ' 75 0 23.59 23.59 44.00 10 30 30 30 30 10 lO 30 10 lO SO 70 10 30 10 30 10 30 to to to to 10 10 N 80 0 25.16 25,16 46.93 30 30 10 30 30 10 lO 10 10 30 10 10 30 to 10 30 30 10 10 30 10 30 t0 30 85 0 26.73 26.73 49.96 10 10 10 10 10 10 10 10 20 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 90 0 28.30 28.30 52.79 10 10 10 10 20 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Vs(Lb/ID) Vx(Lb/in) P; 95 170.17D4 29.88 29.88 451.65 30 - 10 - 3 30 3 '�` p (& 100 170.1704 31.45 3L4S 454.58 30 - - - 10 - - 3 10 - - 3 - - 105 170.1704 33.02 33,02 457.51 30 - - 30 - 3 10 - 3 vY ADEQUACY 110 170.1704 34.59 34.59 460.45 10 - - 10 - - - - 10 - - - 3 _ [NOTE:LOADCTOR V VERIFY ADEQUACY IMPOSED ��/n BLKX,fL3�Y NOTE:LOADS Vy AND Vx ARE LOADS IMPOSED BY cFxiW�WtrlsldBNo.x9sse 89 115 170.1704 36.17 36.17 463.38 SO - . 10 - - 30 3 SLAT ON TRACK.LOADS Ts AND Vs ARE LOADS F L 2 2 5 5 8 120 170.1704 37.74 37.74 466.31 SO 10 30 3 IMPOSED ON STRUCTURE BY ANCHORS. 125 170.1704 39.31 39.31 469.24 10 10 10 3 130 170.1704 40.98 40.88 472.18 10 - - - 10 - - - - SO - - 3 - L 135 170.1704 42.45 42.45 475.11 10 - _ 30 - 10 - 3 DATE: 06.06.17 140 170.1704 44.03 44.03 478.04 10 10 SO 3 DWG.BY: CHK.BY: 145 170.1704 45.60 45.60 480.98 10 - 10 - - 10 - 3 - $M H F N 150 170.1704 47.17 47.17 483.91 30 - - 10 - - - - ]O SCALE: NTS 155 170.1704 48.74 48.74 486.84 30 10 10 160 170.1704 50.32 50.32 489.78 10 - - - t0 - - - - - 10 - - - DWG.N: EMS002 165 170.1704 5L89 SL89 492.71 10 - - - 10 - - - 10 - - - SHEET: OF 19 170 170.1704 53.46 53.46 495.64 30 10 30 175 170.1J04 55.03 55.03 4117 30 30 - - - 30 /'� 1ED 1,0.1704 56.61 56.61 501.51 30 10 30 .lJ•i 185 170.1704 58.18 58.18 SO4.44 10 30 10 TABLE 4-ANCHOR SPACING ANCHOR TYPE&SPACING ANCHOR TYPE&SPACING ANCHOR TYPE&SPACING 2%3 OR 3X3 INSET-MOUNT 3 2X4 OR 4X41NSET-MOUNT 3 2XS INSET-MOUNT 3 TT PD V% VV Vs Ts A B C D E I F G H A 8 C D E F G H A B C D E F G H Ilk 80 0 14.25 14.25 26.57 10 30 10 10 10 10 10 10 10 10 10 10 10 10 10 to 10 30 10 10 10 10 10 10 BUILDING DROPS,INC. 45 0 16.03 16.03 29.89 10 10 10 10 10 lD 10 10 10 10 l0 10 10 10 10 SD 10 30 10 SO 10 10 10 10 TYPICAL HORIZONTAL 50 0 ITS! 17.81 33.22 10 10 10 10 10 10 l0 SO 10 10 10 10 10 10 10 10 10 10 10 10 10 30 10 30 398LVWABIAur N.wr-STL338 SECTIONS 55 0 19.59 19.59 3&54 30 20 10 SO 10 10 10 20 10 10 10 30 10 111 10 l0 10 10 10 10 10 l0 10 10 vR:195a139seaTe 60 0 21.37 21.37 39.86 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 ID 10 10 to lD 10 10 10 10 INSET Itl10UNT FA%:(9541-A733 65 0 23.15 23.15 43M 30 30 10 SO 10 10 10 10 10 10 10 30 10 30 10 10 10 SO 10 10 30 30 10 10 wee:www.lwnmoeerops.wm 70 0 24.93 24.93 46.50 30 10 10 10 10 30 10 30 30 30 30 30 10 10 10 to 30 10 to 10 30 10 10 10 75 0 26.71 2673 49.82 10 10 10 10 10 10 10 30 10 10 10 10 l0 10 10 10 10 10 10 1D 10 30 10 10 =m 80 0 28A9 2&49 53.15 30 10 10 10 30 10 10 30 30 10 10 30 10 10 10 10 30 30 10 10 10 10 10 111 85 0 30.27 30.27 SGA7 30 10 10 10 SO 10 10 30 30 10110 30 10 10 10110 10 30 10 10 30 30 30 10 Z o a m 90 0 3L05 3L05 59.79 1D SO 10 10 10 to 10 10 10 10 10 10 10 111 10 10 10 111 10 10 10 10 10 30 95 201.4766 33.83 33.63 531.87 30 - - 30 10 100 201.4766 35.61 35.61 535.19 10 SO 10 h 1°iL x _ r6063-T6 ALUMINUM TUBE OR ANGLE � LL 105 201.4766 37.40 37.40 538.51 10 - - 30 - - 10 - - 1/42%3 OR 3X3 OR 2%4 OR 2%S OR 4%4 = 3 a 96 110 20L4766 39.18 39.18 541.83 9 - - - - - 30 - 10 v�' J din115 201.4766 40.96 40.96 545.15 9 30 - 10 120 201.4766 42.74 42.74 548.48 9 - - 10 - - l0 - EQ I I ,-ANCHOR TYPE 125 201.4766 44.52 44.52 55LEO 9 - - - - 10 - - 30 - i J/ 6"MA%.OC Oc Q 135 201.4766 46.30 46.30 558.44 9 - - 10 - - 10 - INTERIOR y 135 201.4766 4&OB 48.08 558.44 9 - - - 30 - - 10 EQ I I 140 201.4766 49.86 a9.86 S6L76 9 - - - - 10 - 10 - sl'il 145 201.4766 51.64 SL64 565,08 9 - - 10 30 - 150 201.4765 53.42 53.42 568.41 8 30 - 10 - ? 155 201.4766 55.20 55.20 571.73 8 - - - - 9 - 10 EXTERIOR ui 160 201.4766 56.98 56.98 575.05 8 9 10 314" 1' 165 201.4766 58.76 58.76 57837 8 - 9 10 - ::::•::':' (17)TRACK 170 201.4766 60.E4 60.54 581.69 8 - - - - - - 9 - - - l0 - - _ _ - - - 3�4 TO TRACK REMARKS BY DATE 175 201.4766 62.33 62.33 585.01 8 - - - - - - - 9 - - - - - 10 - - _ - - 112"MAX. MULLION UPDATES SM 10.20.17 80 0 15.91 15.91 29.68 10 30 10 10 30 10 10 30 30 10 10 30 10 10 10 10 10 10 30 10 30 30 10 10 IFW)FINISHED WIDTH 45 D 17.90 17.90 33.39 30 10 10 10 10 10 to 10 10 10 10 10 10 30 30 10 10 10 10 1D 30 10 10 10 DWG UPDATES SM 02.16.19 50 D 19.89 19.89 37.10 30 30 10 10 10 10 10 10 10 10 10 10 30 10 10 10 10 10 10 10 10 30 10 10 55 0 21.88 2L88 4081 10 10 30 10 10 10 10 10 30 10 10 10 10 30 10 10 10 10 30 10 30 10 10 10 HORIZONTAL SEI.I ION 60 D 23,87 23.87 44.52 10 10 10 10 30 SO 10 30 30 10 10 10 10 30 SO 10 10 111 10 10 30 10 10 10 MOUNTTYPE3 °nufs°esw,arnxf8fwnu u°0dsun u�uu wno more sw A�ssirss°xic 65 0 25.86 25.86 48.23 30 10 30 10 30 30 10 30 10 10 10 30 30 10 10 10 30 30 10 10 10 10 30 10 INSET MOUNT L[Vx[rtf C°xW1rox5[A°SFrxS seom mfu°uixuuxno n 70 0 27.85 27.85 5L94 30 30 70 10 10 10 10 30 30 10 10 30 30 10 10 30 30 30 10 10 10 10 10 30 'WITH END RETENTION fxcmfu oaarznnnasx.unniii¢v*eaoicwc° 75 0 29.84 29.84 55.65 10 10 10 10 30 SO 10 10 30 SO 10 10 10 10 10 10 10 10 10 10 10 30 10 10- so 0 31.83 31.83 59.36 10 10 10 10 10 30 1D 10 10 10 10 l0 10 10 to 10 30 10 SO 10 30 30 10 10 q1*,`���� •• O��///'/'' 85 0 331B1 33.81 63.07 10 10 10 10 10 10 10 10 30 10 SO 30 10 10 10 10 10 10 10 10 10 10 10 l0 90 0 35.80 35.80 66.78 10 10 10 10 10 10 10 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 �-I �� •;y\•E••S'• PO 95 231.1754 37.79 37.79 608.35 8 - _ 9 - - 9 II Ts(Lb/in) !" ' 108 300 231.175a 39.78 39.78 622.06 8 9 - - 9 I N -7 7 105 23L1754 41.77 41.77 615.77 8 - - - 8 - 9 - 110 231.1754 43.76 43.76 619.48 7 - - - - 8 - 9 $ A OF 315 231.1754 45.75 45.75 673.19 7 - 8 9 ( )� V%ILbM) �.(t O 1 •k7��� 120 231.1754 47.74 4734 6269D 7 - - 8 _ _ 9 Vs Lb/in 125 23L1754 49.73 49.73 630.61 7 6 9 W(Lb ) 130 23LI754 5172 SL72 634.32 7 - 8 - 9 - - - - % 135 23LI754 53.70 53.70 638.03 7 8 - g _ _ CNOTE:LOAD VYAN VERIFY ADEQUACYIMPOSED ��/La�eva, C - - - - - - - NOTE:LOADS VYAND VA ARE LOADS IMPOSED BY cfaiktlUr/WW'1A+•xo,xssre 140 23L1754 55.69 55,69 641-74 7 - - - 8 - - - 8 - SLAT ON TRACK.LOADS TS AND Vs ARE LOADS 22558 ///� (x� 145 731.1754 57.68 57.68 645.45 7 8 - 8 IMPOSED ON STRUCTURE BY ANCHORS. _ FL L L S 5 V' 150 231.1754 59.67 %67 649.16 7 B 8 - 155 231.1754 61.ES 61.66 652.87 7 - - - 7 - - 8 - L L -7 160 231.1754 63.65 63.65 656-58 7 - - DATE: OU.OV.1/ DWG,BY: CHK.BY: SM I HFN SCALE: NTS DWG.it: EMS002 SHEET: OF 19 10 e ©mmmmm000n©oo©0000©oo©nnoo©oo©©mmmmmonoommoEMERoonTNTUro©©o©onoo©oo© oomeommmmmmmmmmmmmmmmmmmmmmmmm oo�m�mmmmmmmmmmmmmmmmmmmmmmmm oommmmmmmmmmmmmmmmmmmmmmmmmmm mo®®mmmmmmmommmmmmmmmmmmmmmmm ooeaeDesmmmmmmmmmmmmmmmmmmmmmmmm oom��mmmmmmmmmmmmmmmmmmmmmmmm - mo®®evmmmmmmmmmmmmmmmmmmmm�mmm ®a�mmmmmmmmmmmmmmmmmmmmmmmmmmm _ oommmmmmmmmmmmmmmmmmmmmmmmmm oo®®�mmmmmmmmmmmmmmmmmmmmmmmm momm�mmmmmmmmmmmmmmmmmmmmmmmm oo�mmmmmmmmmmmmmmmmmmmmmmmmmm oommmmmmmmmmmmmmmmmmmmmmmmmmm oommmmmmmmmmnmmmmmmmmmmmmmmmm = ©ommmmmmmmmmmmmmmmmmmmmmmmmmm ©o��enmmmmmmmnmmmmmmmmmmmmmmmm _ oomeemmmmmmmmommmmmmmmmmmmmmmm om�mm�©aaaaa®oeeseasanseaeaaa oommmmmmmmmmnmmmmmmmmmmmmmmmm om�e0ev�©aaaaaaa©asaseeeosaaaasa ; • o�m®�oaeeseaaoeaeaeeeneeaaaaa o�mm�nasaaeeaeaaeeasenseseesa o�eae0mneaaesaanaaeaaaaoeeeeaaa om�mm�©aaaaaaa©aaaaaaanseaaaaa � ;1. m�mmmnaaaaseaneaaaaaanaaasaaa m����©aseaees©eeesesaoseeaese m�mm�oaasssaaoeeeeaeaoeeeeeaa mm�mmmnaaaaaaa©easaaaeosaaaasa m�mmmnsaaaaaanaeaaaaaoaaaaaea �m�®® ©aeaaaaa©aeseaaansesesae , ®�mm�nseeeeaanaaasaeaoesesaaa ®����©eaaaasa©saeeaaa©saeeaea m�m��nesaaaaanaaaeaeaoaoaoaeo mmm��oaaaeaea©seseaea©aesssaa m�mmmneaaseeaoeassaaeoeeaa ea ©m�mmmnaaa®sa©saaaaaa®sasasaa m�®®eaoeeseseeoeasasaeeeaesaeisa mommmmmmmmmmmmmmmmmmmmmmmmmmm ®�m��neaaeaaaneaeaaaaoeaeaase mommmmmmmmmmmmmmmmmmmmmmmmmmm m�®m�oaeaaaaenaaaaaaaoaaamaaa oommmmmmmmmmmmmmmmmmmmmmmmmmm m�®ma�nasaeaeaoaaasaaanaaaaaea ®o®m�mmmmmmmmmmmmmmmmmmmmmmmm o�mmm©aaaaaaaoaaaaaaaoaasaaaa oommmmmmmmmmnmmmmmmmmmmmmmmmm oommmmmmmmmmmmmmmmmmmmmmm�mmm oommmmmmmmmmnmmmmmmmmmmmmmmmm ma�mmmmmmmmmmmmmmmmmmmmmmm mom o m�osasaa®©aseasea©seeesae ®� ooeoe°eammmmmmmmmmmmmmmmmmmmmmmm ©���m�oaasaase©esasaaa©sesaaaa ®ommmmmmmmmmmmmmmmmmmmmmmmm nanoa 000mommmmmmmmmmmmmmmmmmmmmmmm o�®®mnaaaaaaa©eseeaae©saasaaa ��� oo®®ommmmmmmmmmmmmmmmmmmmmmmm o�mm�naaa®®©assasaanaaasaea oommmmmmmmmmmmmmmmmmmmmmmmmmm o�mmmnsasaaee©sasasaansesaaaa ��� ©om�mmmmmmmmommmmmmmmmmmmmmmm m�mmmmosasa�ae©sasasaa©aaassaa oo��mmmmmmmmommmmmmmmmmmmmmmm oommmmmmmmmmmmmmmmmmmmmmmmmmm ooeo�mnaasasesoseaaasaoaaeeeea oo�mMMmmmmmmmmmmmmmmmmmmmmmmmm ; oo�evm�nasesaaanaaaeaaaoaaaaaaa o�mm�m©noon®mnononnamnon©ova ' ommm�nsssaaeaosseaaseneasaaaa ©mmm®m©a©n�anamnnn©©©amn©nnnna , � ,,�, mo�m��©eeeesee©eeesesanaeaaaaa o�mm®m©seea©am©s©s©namne©©nna mmmm�©eseseaeoseesasaneeseeaa o�mm�maaaeanam©saesQam©ansena mmm��©eeeseeeoeeesasaneaaaaaa o�mm�masasesamesasensmesessna ,� : mom®®�©sasesaanaasaeeanaaeaaea ©m�mmmmasaaaaomssasassmsaeeasa 1 oo�mmm©saaeseanaaasaeanaeasasa oo�eeeommmmmmommmmmmmmmmmmmmmmm mommeoneesaeaaneaaeseanaesaaaa mammmmmmmmmmnmmmmmmmmmmmmmmmm mo�mmmnaaaaeeenaasaaaanasaaaaa o�mm�m©©ono®m©n©n©namon©©ova ®mmm®naaaasaaoaaaaaaaoaaasasa®® mmmmmmn000emnnn©nnmmnnnnnna • �o�m®�mmommmmemmmmmmmnmmmmmmm© _+�'•'. m��m�mo©o©noamnnnnooemonnnnma • •• om�mmmmo©o®®m©o©onoamno©©ova , w. =: •. �o�eee��monnoo®mo©ononemnonooma . i� .. o�mmmma©om©amnnnnnnamnnonona • mo�mm�mo©000mmn©n000amoonooma EMMIT.M. PREPARED BY: EQUALLY SPACED MULLIONS SELECTION Q BUILDING DROPS,INC. 398 E.DANIA BFACN BLVD.,3TE.338 0AMA8EAC%FL33DOG ULLION ULLION -9.131-18 FAx:(99C)]EG A— M W EB:wxw.EuilGingCmpTmm FACE MOUNT MULLION NCHOR TYPE E 43 3 '"• 6°MAX.00 <3 SHUTTER L] HEIGHT (SH) U �� W � --n--a �—TT—� y SHUTTER MODULE SHUTTER MODULE SHUTTER SHUTTER SHUTTER I 1�MODULE(SM1) MODULE(SM2) MODULE(SM3) II REMARKS BY DATE MULLION UPDATES SM 10.20.17 SM1=SM2=SM3 DWG UPDATES SM 02.18.19 TNF w3iALIAT10H DFTAIt90FXNeFOHFAONMEGfNEeK MAXIMUM MULLION DESIGN PRESSURE(PSF) M�ipi1C 1/4-4x8 MULLION SPAN 1/4-4x6 MULLION SPAN 1/4-4x4 MUWON SPAN `\\\\FDx iN TN 11,//'�i�i TT Max. 144 120 96 144 120 96 144 120 96 286.5 35 40 40 N/A 30 40 N/A N/A 22 I--4N----- ` .'�•E••g'•• ��� 264 38 45 45 N/A 32 45 N/A N/A 24 N 7 7 O 240 42 50 50 20 36 50 N/A N/A 26 1/4-4X8 216 47 SS 55 23 40 55 N/A N/A 29 4 6063-T6 OF 204 49 75 75 24 42 75 N/A N/A 31 168 60 100ND 29 51 100 N/A N/A 37 i C)� )�P'• ��i 144 70 122 34 60 117 N/A 22 44 1/4-4X6 �� so132 77 133 38 65 128 N/A 24 48 4° 6063-T6 / 9e120 84 146 41 72 141 N/A 27 53 YBN108 94 160 46 8D 156 N/A 30 58FL225-58 96 106 175 52 90 175 N/A 33 66 1/4-4X46„84 121 185 59 103 185 22 38 75 6063-T6 72 141 200 200 69 120 200 26 45 88 4- DATE: 06.06.17 DWG.BY: cHKHFN NOTES: 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.N: EMS002 2. DEFLECTION CRITERIA:MAX.SPAN/175 3. VALUES ABOVE ARE APPLICABLE ONLY FOR EQUAL MODULES SM1=SM2=SM3 0.25D 0.25" 0.25" SHEET: OF 19 4. UNEQUAL MODULES ARE TO BE DESIGNED BY RATIONAL ANALYSIS IN A CASE BY CASE BASIS. PREPARED BY: (4 PER CLIP) EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS Q 1/4-14X1 GRADE 5 SDS BUILDING DROPS,INC. 0.75" 398 L.....010—.-338 ® ® FCS-4X4 onrsweua,a33ooa MULL ANCHORAGE n.199a1)7. 4" 2" 3.5" Fax:195nDaaar3a FLOOR/CEILING xrce:w..x.eunmaseror om ® ® MOUNT $ 0.75" >m oLL$� 1/4-4X4 (2 PER CUP) a�im4 1/4-3 X 26063-T6 TYPE ALUMINUM CLIP W E, $j (6 PER CLIP) El e as 1/4-14X1 ® ® WALL MOUNT ANCHOR SELECTION e {-^4"--I GRADE SDS ANCHOR MULUONTYPE occ 3 (6")1/4-2X3 TYPE 4X4 4X6 4X8 J u_ �� 0.75" —at ® 3 3/4" ALUM ANGLE A W4 W4 W4 � H 6063-T6 w > FC2-4X6 LB W4 N/A N/A � MULLANCHORAGE ® D W4 N/A N/A g 6" 4" 5.5" FLOOR/CEILING n4_1G W4 N/A N/A tom^ MOUNT 1-2- 4ANCHORS TYPEA, D lll;D0.75" ® ® TYPICAL(6 PEE CLIP)CLIP) WALL MOUNT 1/4.14 GRADES t- 1/4-4X6 4ANCHORS SELF-DRILLING SCREWS REMARKS BY DATE (2 PER CLIP) 1/4-3X 26063-T6 TYPE MULLION UPDATES SM 10.20.17 ALUMINUM CLIP DWG UPDATES SM 02.16.19 IS PER CUP) 1- 1/4-14X1 GRADE 55DS eurxOI.EI1flTli[iY4COM1en®M1fiO•YImK 0.75" ® ® aw�`x"�iuwiu xrsotr��asu�oO1Ni.iva°E:sm 4ixtfa Oaa¢CIIiIFRs •I¢s"t frK�t¢ 3" `�%eill FC3.4X8 t� MULLANCHORAGE = �).E.S'••• '!O i 6" ® ® 7.5" FLOOR/CEILING ' N MOUNT 7 7 o SA OF ? ate 3" FLOOR/CEILING MOUNT ANCHOR SELECTION ANCHOR MULLION TYPE i��C O (DP: 0.' ® ® TYPE 4X4 4X6 4X8 A FCl FC2 FC3 1/4-4X8 (3 PER CUP) sort tFFPi. VIE4+c3AM'xo.xnrz 1/4 TYPE FL22558 ALUMMINUMNUM CLIP CDP ` 1/4-14 X 1 ANCHOR SCHEDULE: DATE: 06.06.17 GRADES SDS ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT DWG. SM `IBY: FN NOTE:ANGLE CLIPTO A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" SCALE: NTS BE PLACED OUTSIDE OR B 5/16"ITW TAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" INSIDETUBE GROUT FILLED C-90 BLOCK DWG.a: EMS002 L0.5" D 5/16"ITW TAPCON 4" 21/4" I f'm>2000 PSI SHEET: OF 19 6" G 5/16"ELCO ULTRACON MIN.3515 PSI CONCRETE 31/8" 2" 13 - - -- ----—�— — --- - PREPARED BY: END MULLION SELECTION /(k BUILDING DROPS,INC. 39BLDANIA BEACH—D.,S 330 DANIA BEACH,EL 33D NO MULLION ULLION °N:L95013998a]e FA%:L9541900ATi8 (SEE SHEET 12) wEB:Nww.nwa�ngamps.mm FACE MOUNT MULLION 9 o�^ ANCHOR TYPE E 3 o s 6"MAX.OC SHUTTER Z O 3 HEIGHT (SH) � O W ,--Tr Inn y �---SHUTTER MODULE y SHUTTER� SHUTTER Q MODULE(SMT)�MODULE(SM2) REMARKS BY DATE MULLION UPDATES SM 10.20.17 SM1=SM2 DWG UPDATES SM 02.18.19 MAXIMUM END MULLION SPANS AND DESIGN PRESSURES !� ALLOWABLE ALLOWABLE MULLION SPANS(FT) ,NEuaa.o"Bay"I•ED„AEwaEF < L AND ..ND""En R WNDmDN EDL. DP H I.NLD"ono„Ew:LHa.aHroD�.I (PSF) 4"x 4"X 0.25" 6"x 6"X 0.25" "_'Etwo "a R s�;<o1° 6063-T6 MIN. 6063-T6 MIN. DoaNENnEDNB H" VENT. 200 12.00 12.00 ��,` � .• TM O''''��ii 18512.00 12.00 175 12.00 12.00 108 1 160 11.93 12.00 N 7 e 120 ISO 11.49 12.00 {-- 1 5"� o S A OF IQ 132 135 11.16 12.00 W� 144 125 10.92 12.00 1/4-6X6 168 100 10.65 12.00 No.ri7 `�� -4"� 6063-T6MIN. i����0 0° %� 204 75 10.04 12.00 EB°e4d�$iuneaiD.L99.0 216 _ 55 9.70 12.00 240 50 10.82 12.00 1/4-4X4 F L2 2 5 5 8 6063-T6 MIN. 5" 264 45 11.03 12.00 286.5 40 11.41 12.00 4" DATE: 06.06.17 DWG.BY: CHK.BY: NOTES: SM HFN 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE. SCALE: NTS ALUMINUM DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE ALSO LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. DWG.k: EMS002 2. VALUES ABOVE ARE APPLICABLE FOR END MULLIONS ONLY 0.25" 0.25" SHEET: OF 19 14 -- ----- - PREPARED BY: CORNER MULLION SELECTION Z BUILDING DROPS,INC. 390 E.DANI BEACN BLVD SFE338 DANK BEACH,FLBBDD4 PN:1B941394 n ORNER MULLION ULLION FAB:L9uIM-B TT FACE MOUNT (SEE SHEET 12) WEB:,w,.,.e•BeiN9lplwm MULLION ¢u4 SHUTTER MODULE W 0 3a�.. -ANCHOR TYPE E k O 6"MAX.OC ZI SHUTTER j HEIGHT sM a Edl w � O STAGGERSCREW AS NECESSARY rr SHUTTER MODULE y SHUTTER SHUTTEfi SHUTTER MODULE(SMI) MODULE(SM2) MODULE(sM1(-� REMARKS BY DATE MULLION UPDATES SM 10.20.17 SM1=SM2=SM3 DWG UPDATES SM 02.18.19 MAXIMUM CORNER MULLION SPANS AND DESIGN PRESSURES ALLOWABLE ALLOWABLE MULLION SPANS(FT) NE wnuu mxoRa SROµ BEo"IiNBB DENDBD TT MAX DP FRD-ERE-REM-DE Nna<D,DDBv E"Uo r Dnua (in) (PSF) 4"x 4"X 0.25" 6"x 6"X 0.25" NEEBDB,Bo N oE 6063-T6 MIN. 6063-T6 MIN. NDDO°M`"rsfORRv�DTM600 ""` 72 200 10.75 12.00 84 185 9.88 12.00 96 175 9.19 12.00 108 160 8.70 12.00 N .7 7 120 150 8.29 12.00 �SFF� U 132 135 8.02 12.00 3 A OF 144 125 7.80 12.00 i pT O 19 •' 'o 1/4-6X6 �i�FS ,p•,� ��� 168 100 7.61 11.78 �4" 6063-T6MIN. ��� Fl 204 75 7.10 10.99 i p5ry y3ppQ FBPE RAF.bf�iffPQR1b1E11VNO.l95IB 216--- - 55 1 6.87 10.63 240 50 7.95 12.00 063-4 MIN. 6" 6 F L 2 2 5 5 8 /4-4X • 264 45 8.16 12.00 286.5 40 8.56 1 12.00 4" DATE: 06.06.17 DWG.BY: CHK.BY: NOTES: SM HFN 1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM SCALE: NTS . DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE ALSO LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. DWG.#: EMS002 2. VALUES ABOVE ARE APPLICABLE FOR CORNER MULLIONS ONLY WITH EQUAL 025" 0.25" WIDTH SHUTTERS ON BOTH SIDES,UNEQUAL SHUTTERS SHALL BE EVALUATED ON SHEET: OF 19 A CASE BY CASE BASIS. A PREPARED BY: END MULLION AND CORNER MULLION WALL AND INSET CONNECTIONS END MULLION WALL CONNECTIONS Q (6 PER CLIP) BUILDING DROPS,INC. 1/4-14 X 1 MIN. 39e e.Dona orus�eLw.sle.33e (4 PER CUP) �6" GRADE 5SDS 7-1/2" suxuerAw,Pu3ooa 1/4-14X1 PH:1954139- GRADESSDS 075^ FA%:195a11adA73B I I wee:w.w.n"�,ws.som IF -t 0.75" ® ® (6")1/4-2X3 0^$„ 3 3/4' ALUM ANGLE a q 4° 2^ 3.5" 6' 4° 5.5" 6063-T6 0.75L_0 fall ® ® cor IR k 3 . 0.75" 1/4-4%4 (2 PER CLIP) �.�- Jj 4ANCHORS 1/4-3%26063-T6 TYPE A,B,ORDANCHOR 2"y 20 1/4.6X6 TYPE A,B,ORD ALUMINUM CUP t-2PERCUP) p 1/4.3%26063-T6 TYPE A,B,ORDANCHOR TYPICAL(6 PER CLIP) � �s ALUMINUM CLIP W4 1/4.14X1 GRADE 5 Z.)FC3-4X4 FC2-6X6 4AAN HORS SELF-DRILLING SCREWS MULL ANCHORAGE MULLANCHORAGE 4X4 2 FLOOR/CEILING FLOOR/CEIUNG trj W MOUNT MOUNT 1/4-14%1 1/4-14X1 ® r GRADE 5SDS GRADE 5SDS (6")1/4-2X3 3 314" ALUM ANGLE REMARKS BY DATE '01 Uot lll� 6063-T6 MULUON UPDATES SM 10.20.17 DWG UPDATES SM 02.18.19 0.5" 0.5" +II IT 6" IT B^ 7ANHORS sixssaum^onmso5samr.wAsm�x¢cwvx A"D tlA+MOl nUIER AC�"4 fbhOilmxf ip A SPe4fK NOTE:ANGLE CLIP TO TYPE B i"irae«m'a'ne� ."PUKei�e *e BE PLACED OUTSIDE OR TYPICAL(6 PER CUP) AW4 fH6noeuusxrs con xmexmae+u9. INSIDE TUBE S14-14X1 GRADE S 4ANCHORS T SELF-GRILLING SCREWS \ 6X6 MULL FLOOR/CEILING MOUNT ANCHOR SELECTION WALL MOUNT AN CHOR SELECT!ON N .7 ANCHOR END MULLION TYPE CORNER MULLION TYPE ANCHOR END MULLION TYPE TYPE 4X4 6X6 4X4 6X6 TYPE 4X4 6X6 ��O S A pP �� A FC1 FC2 FC1 FC2 A W4 W4 O B N/A FC2 N/A N/A B W4 W4 D N/A FC2 N/A N/A D W4 W4 �27'iu�syrl�xo.rg,a G N/A FC2 N/A N/A G W4 W4 F L2 2 5 5 8 DATE: 06.06.17 ANCHORSCHEDULE: DW SM CHKIBY. ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT FN A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" SCALE: NTS B 5/16"ITWTAPCON MIN.3000 PSI CONCRETE 23/16" 21/4" DwG.N: EMS002 D 5/16"ITW TAPCON 4" 21/4" GROUT FILLED C-90 BLOCK SHEET: OF 19 f'm>2000 P51 16 G 5/16"ELCO ULTRACON I MIN.3515 PSI CONCRETE 1 31/8" 1 2" -- -- - -—-- -- - PREPARED BY: -- MOUNTING BRACKET Q BUILDING DROPS,INC. SLAT END RETENTION LAY-OUT UPTO 350 LEIS SHUTTER WEIGHT WITH: 398 E.DANIA BEACH BEND.SEE 338 DANIA—CH.0.330M (4)%r,"0 TAPCONS OR PH:(95EI399-B6'!B EAa:(9saVae.Ana UP TO 200 LEIS SHUTTER (6)�4'0 X 1"SMS wEe:.h.,..emimD¢amAsmm WEIGHT WITH: (3)Y1 fi'0 TAPCONS OR m (4)y4"0 X 1"SMS S UP TO 100 LBS SHUTTER Q WEIGHT W ITH: 0 (2)5/16"0 TAPCON OR CI � e (3)3/40X1"SMS 3a.. C)D 3 ti m Rdf p W W LO ROLL-UP MECHANISM Z� EXPLODED 5 Motor «Brackets REMARKS BY DATE Motor w^'''•����� r �.„ '�, �c'-`• ;.!.. MULLION UPDATES SM 11,11,11 iLa ! CTOWn1 DWG UPDATES SM 02.18.19 Motor Drive / Motor Clips ` Cap 7 End Ha W AEDEBEaK Drive Wheel Stop—. �4 Ofl" n"_ D ' EaNDSHFSaEbEK Reel Tube Bearing Cap Slat Hangers 'N 7 7 O S � SA OF41 � .. INTERIOR Bearing �i�tCs 0.>3 �_�•� End Cap E2B? ivream► N10 X 2.5"PFH 18-8 S/S SMS,TWO(2)PER END EXTERIOR •+ RETENTION SLAT LOCK GUIDE,WITH A HV �•- F L2 2 5 5 8 COATING SYSTEM AS MANUFACTURED BY AN APPROVED COATING APPLICATOR ( ) (TT)TRACK TO TRACK — REGISTERED WITH THE AMERICAN TRACKWIDTH NOTES: DATE: 06.06.17 SHUTTER SYSTEMS ASSOCIATION. 1. THE ROLL-UP MECHANISM(GEARS,MOTOR,SUPPORTING END PLATES)ARE (FW)FINISHEDWIDTH NOT A PART OF THIS APPROVAL AND SHALL BE SELECTED BASED ON DWG.BY: CHK.BY: MANUFACTURER'S SPECIFICATIONS. SM I HFN 2. 60MM,70MM,OR 94MM DIAMETER REEL TUBE PER MANUFACTURER SCALE: NTS NOTES: SPECIFICATION 1. SLAT END RETENTION LOCK TO BE AT EVERY OTHER SLAT 3. TUBULAR MOTOR MAY BE REPLACED WITH GEAR FOR MANUAL OPERATION. DWG•#: EMS002 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 S. BASE SLAT IS OPTIONAL AND IS NOT REQUIRED FOR STRUCTURAL OR FORCED SHUTTER SYSTEMS ASSOCIATION. ENTRY RESISTANCE PERFORMANCE.FOR USE ON MAXIMUM 20'WIDE UNIT. 1 - - - - - - -- - --- - PREPARED BY: k BUILDING DROPS,INC. 398 E.DA—BELCH BLVD.,M 338 DANIA BEACH,FL 3— PH:(998)3—TB FAX:('9 J7 crane W E 3:www.buliQligdm p$smm OS�y4 VIEWPORT SLAT DETAIL 5 oh i$ f � f f f x W e3`LL o Z 0.50" � W ti y 2.000" j 1FROMJ 4.000"ON CENTER ENDS NOTES: r 1. USE OF VIEWPORT SLATS SHALL BE LIMITED TO EVERY OTHER SLAT.MAY BE USED FOR FULL REMARKS BY DATE DOOR HEIGHT,EXCEPT FOR WITHIN 36"OF MULLION UPDATES SM 10.2D.17 BOTTOM OF FRAME. 2. VIEWPORTSLATS MAY ONLY BE USED ON SLATS DWG UPDATES SM 02.18.19 WITH END RETENTION. 3. VIEWPORTS USE MAKROLON POLYCARBONATE VENTED SLAT DETAIL INSERT. mEixs*uwnax onauo aeeonauixrAE BExEeK 4. END RETENTION LOCKS ARE REQUIRED EVERY "`FINDLED:u�Emnwa o`x°,"o—I OTHER SLAT. 1.221" 2.25"ON CENTER 5. VENTED OR UN-VENTED SLATS QUALIFIED. FROM ENDS 1.50" I�1 0.75" •. * ,• N .7 7 o S A OF Q � <u o op ND.»] iBPE CE .]931e -- FL22558 DATE: 06.06.17 DWG.BY: CHK.BY: SM I HFN SCALE: NTS DWG.#: EMS002 SHEET: OF 19 18 _ — -- - - ---- - __ _--— PREPARED BY: BILL OF MATERIALS ft ITEM NO. DESCRIPTION MATERIAL BUILDING DROPS, 398 E.BA A BEACH B E338 DANIA BEICH,"33004 1 55 mm SLAT 6063-T6 FAX:9.P":199A)3) A.BA90 WEB:vmwAullNigdmq.mm 2 LARGE GUIDE RAIL 6063-T6 2A LARGE GUIDE RAIL-ENCLOSED 6063-T6 <��4 3 SMALL GUIDE RAIL 6063-T6 k z � <36LL 3A SMALL GUIDE RAIL-ENCLOSED 6063-T6 4 COVER CAP 6063-T6 & 5 SLAT LOCK-2 PIECE POLYACETAL o 5A SLAT LOCK-1 PIECE POLYACETAL "' m y 6 BOTTOM SLAT COVER 6063-T6 7 BOTTOM SLAT 6063-T6 REMARKS BY DATE MULLION UPDATES SM 10.2017 OSLAT O LARGE GUIDE RAIL 2A LARGE GUIDE RAIL O SMALL GUIDE RAIL 3A SMALL GUIDE RAIL DWG UPDATES SM 02.18.19 6063-T6 6063-T6 ENCLOSED 6063-T6 ENCLOSED 6063-T6 6063-T6 DOR I x`�` aR° """, ha 0.195" 0.112" 0,112" 0.04'. 0.112" 0.112" 0/'-If " i 1.002" 1.002" �1.002" �1.002" :'�� E s Po��^ 55 mm 2.5" N .77 2.944 �I 12.944"--I * _ *r " o S A OF {�3.285" 3.285"---i „o.ii i OCOVER CAP 5 SLAT LOCK-2 PIECE 5A SLAT LOCK-1 PIECE 6 BOTTOM SLAT BOTTOM SLAT 6063=T6 O POLYACETAL O POLYACETAL O COVER O 0.566" FL22558 r 2.42"--+ DATE: 06.06.17 0.062"� 2.42" � 0.156" 1.9211 DWG.BY: CHK.BY: 1.458" T 1.458" SM H F N T0.225". I 0.351" SCALE: NTS t �� �T10.156" 3.213" owG.a: EMS002 I—--I 1 0.262" +o o+ b.262" 0.05" � I� Ll SHEET: OF 19 1.063" 1.64" I—+ --� 1.64" F�+ 19