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HomeMy WebLinkAboutProduct Approval IVIIuc7 1Ju111-11119 L.uuC Vnnne Page 1 of 2 Business & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicatio(4 � e Maarc db'3 Product Approval USER:Public User Product Approval Men >prod�r_t or Agnlication Search> I I --> Application Detail FL# Application Type FL6416-R4 Code Version Revision 2017 Application Status Approved Comments Archived ~ Product Manufacturer Transparent Protection Systems, Inc. Address/Phone/Email 633 Dunksferry Road Bensalem, PA 19020 (215)638-0800 Ext 203 craig.hampton@polymerindustries.com Authorized Signature Frank Bennardo frank@engineeringexpress.c Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category % Subcategory hutters Storm Panels 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL6416 R4 SOI Inder nir s Referenced Standard and Year(of Standard) an ar Year M ASTM D1929 ASTM D2843 1996 ASTM D635 1999 ASTM D635 1998 O ASTM E1886 2006 ASTM E1886 2002 ASTM E1996 2005 ASTM E1996 2005 �\ ASTM E330 2002 ASTM G155 2002 ASTM G26 2005 TAS 201 2000 TAS 202 1994 1994 https://www.floridabuilding.org/pr/pi_app_dti.aspx?param=WGEVXQwtDgs7kTE8Waii2l... 1/17/2018 g� S*E /•, R..GENE '•.0�% NIQ hE. ®'' POLYCARBONATE STORM PANELS (HVHZ) * f �= o' GENERAL NOTES: ^ ` t-2.50"j 0.100' r2'SO" 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED ASA LARGE //�FS g m`` 0.100• MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE //I lal REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION(2017) ( 1P w m Q g PER TAS 201,202,6 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR Q(II ..F m USE THROUGHOUT THE STATE OF FLORIDA,INCLUDING WITHIN THE HIGH W 7,t _>LL E m VELOCITY HURRICANE ZONE(HVHZ)COMPRISED OF MIAMI-DADE A W UJ n VI 7�S D 1=i Y BROWARD COUNTIES. o x -12'(MIN)7O 13"(MAIL)PANEL COVERAGE-� �--6 1/2'MAX COVERAGE 2) NO 33-1/3%1NCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N �Zn CraA -o j Q IS 3/16'MAX TOTAL PANEL WIDTH -} 8 3/4"MAX TOTAL WIDTH- MOUNT WITH THE DESIGN OF THIS PRODUCT. U Q <w IE u$ MOUNT WITH FASTENERS o 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE ON A i m u FULL PANEL PROFILE FASTENERS n HALF PANEL PROFILE OR STUDS 8 Joe STH PEECIFIS ICBBAM51S NAACCO DLL BE ANCE WITH RMINED BTHE GOVVEERNNG CODE. Ww g�W^:Z 1 OR STUDS AT AT 6-1/2 0- (SEE GEN NOTE 6) L 3'-1'-0" SEE GEN NOTE 6 SITE-SPECIFIC ANCE PRESSURE REQUIREMENTS AS DETERMINED IN LL j U 13'O.G MA% ( ) O.C.MAX _10 AND 3 ORIDA BUILDACCOING CODE SMALL BEITK ASCE LESSTHAN OR EQUAL ALTO THE POS09 OF THE ITIVE OR o s w W STUD AND/OR LEG DIRECT[ 2 1). NEGATIVE DESIGN PRESSURE CAPACITY VAWES LIST®HHRQN FOR ANY b p MAY BE REVERSED } ASSEMBLY AS SHOWN. 0500• I ;,375^ 4)DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM .. 0.333' 0. 0.375' 0.380^?-} 0.665' 0.125" 563 ) 0.313" -X0.285' TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 0.688' 0.275" 5)THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE IF SITE CONDITIONS DEVIATE FROM o THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR o CLOSURE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO ',$• 7yp 0.650' 0.320" w N $ D.125" c n BE USED IN CONJUNCTION WITH THIS DOCUMENT. z x e ri TrP 0 0.092'TYP D-095" ANGLE 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND d>$ 2.000^-i L TYP 7 SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION W L z.000 1 L BUILDOUT AND SHALL BE VERIFIED BY OTHERS. 0 L 7)CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,9 e d m ry G p< REVERSE C 'F' TRACK C 'F' TRACK DOUBLE-WIDE)MAY VARY IN"COVERAGE"WIDTH UP TO THE RESPECTIVE 8 3a F N g STUD ANGLE 'F' ANGLE 5 6"=1'-0' 6 6"=1'-0" 0 096" MAXIMA SHOWN HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE 3 4 2.250--1MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS w v a O g 6'-1'-0" 6"= ' ' AT MAXIMUM SPACING SHOWN FOREACH PROFILE. F p< 8)ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY uJ S LL 0.875"{ m 0.099' TRANSPARENT PROTECTION SYSTEMS,Inc. D'a >z c 00.35" 0.099' 9) THIS PRODUCT APPROVAL IS F00.THE USE OF CLEAR Z =w t POLYCARBONATE PANELS ONLY.ALL POLYCARBONATE PANELS SHALL BE F;a m S C 2 000^ EXTRUDED WITH THICKNESS 1-0.100^(*0.030")AND SHALL BE 3 G �• o0.06 Iry MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER RESIN T (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ o WIDTH UNLIMITED "..L. 40.865� l7 MIN I 0.067" MUST DEMOSTRATE COMPLIANCE WITH SECTION 2615 OF THE BUILDING 1K o 0 TOP MOUNT MOUNTING 1 CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH Fy=8.908 KSI, �`y (CONN AS REQ-0) SECTIONS 00.60" 0.375" FLEXURAL STRENGTH FDy-12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI. G LL 1L 10)ALL EXTRUSIONS SHALL BE 6063-76 ALUMINUM ALLOY,U.N.O. a KEYHOLE WASHERED 1 'H' HEADER 11) PANELS SMALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE WASHER WINGNUT 1O LABEL PER PANEL CONTAINING THE FOLLOWING: 6'-1'-0" TRANSPARENT PROTECTION SYSTEMS,INC. E 6"-1'-0" 9 6"=V-0" 633 DUNKSFERRY RDA D = i- 8g BENSAIEM,PA 19020 ASTM E330,E1886 s E1996 a z w PUN __` TOP MOUNT MOUNTING PRODUCT APPROVAL NUMBER @ 9 9 9I O va<i I VIEWS (CONN AS REQ'D) SECTIONS 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 1 ii}6 MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. { 0.23" \\ REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI,FL) O d d 41E I 9 ,58" \ I TEST REPORTS*04-M-FE-FOC A#04-009-LE-FSC,AS WELL AS z W HURRICANE TEST LAB(HTL OF RIVIERA BEACH,FL)TEST REPORTS ,I Y< , \ u *0239-0107-05,#0239.1013-07,6*0239-0312-06. ea y 'y I N I / f r I In W I 13)TOP 8;BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR `�1{,•y 1n L I z U HORIZONTALLY AS APPLICABLE. ' = N 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH f ]o I ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT '� R i E y 03/8^(OR 05/8'WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE COP/NOIRiPAM(L HKiNN100 vI V1R. 1 HALL BOLL'S A WASHERS SHALL SHALL BE ZINC COATED STEEL,GNL RAVE 0.865'MINIMUM WASHER WAN ED 14-1509 \ / STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH scy: OF 60 K51. D .... ...... ...... .....�.... -i..:,.... PAGE msc _: L •.1 _____________:- -.. -.----.- .....-....--- - •NOTE:FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR _ BOTTOM MOUNT - U-HEADER SHALL BE M INTO 6'MINIMUM ADJACENT SEGMENTS.EACH (CONN AS REQ'D) BOTTOM MOUNT SEGMENT SMALL HAVE ANCHORS SPACED PER THE ANCHOR SCCHHEDULE T z KEYHOLE DETAIL (CONN AS REQ'D) WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE T�� a� �1 1 L PICAL ELEVATION 1 N.T.S. ALT:FIELD DRILL 03/8' 3 ALT. ARCH TOP* 1-1/2'MIN FROM ENDS OF EACH SEGMENT AND SPACED 3"MINIMUM FROM N.T.S. HOLE(OR 05/B"MOLE ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE A 1 W/KEYHOLE WASHER 1 N.T.S. MINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL STUDS SHALL BE LOCATED 2'MINIMUM FROM ENDS OF EACH SEGMENT. `IIIIIII11/7277 ROD.►E ' ! ) BEND PANEL AROUND EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE EXISTING MOST STRUCTURE l STRUCTURE DIRECT MOUNT CONN TYPE C1: CONN TYPE C3: CORNE0.B STITCN TO .�' �_ W/REMOVABLE ANCHOR PER ANCHOR PERT! ADJACENT PANEL WITH ANCHOR PER ANCHOR SCHED ANCHOR SCHED -T`i 1/1-20 BOLTS B P 8�� 1 EMBED ANCHOR SCHED EMBED 1 2'MAX _.y +e 14 SMS OR y�l WASHERED WINGNU75 _-�� N0 �� RETS AT F AT 24'O.C.(TYP) '7 LL:. vt 13.O.C.MAX / / .�../ C 1 p LE 1 2 LE FASTEN PANELS TO * � ;7 EXISTING HOST •O 5 w 1 1 p HCFA STRUCTURE OR VAR STRUCTURE �� x 2 6 U4.20 ww 7 3 70 STUDDED ANGLEPp/c••."•L •• m�o 11 in LEG B/OR E%ISTING X 3/4' W s O (TOP 6.BOTTOM)AT w STUD DIR GLAZING STUDS =yj 1/4-20 z 3/4' v CORRUGATION VALLEY 77711•fSi r�LL h$ 1 MAY BE i STUDS A7 13' ,si N GLASS SEPAR AT 13" �j CLOSEST TO CORNER F PER SCHED i IRS GLASS SEPAR O C <� O.C.MAX 41 (EACH SIDE) w C W Z„R F MOUNT NTER PER S MAX E GLA55 SE1ARATI04 ZQ �>Q W w 5< EXISTING 1/4-20 4 �— PER SCHEDULE 1 2 Z 1Q W GLAZING x 3/4" = 1/1' i EXISTING kf O sruDs GLAZING CLOSUREr5—,\CORNERS W IA 0ti J+ww u W 3 AT D.C13^ CONN TYPE C5: j N.T.S. PIAN VIEW 03 a:w}(0 MAX ANCHOR PER 5 13 o W W3 w ?e ED 1/4' = ANCHOR SCHED wV, u4' EMAX W EDGE W MAX _ MAX CONN TYPE Cl1 • DIST EMBED CONN TYPE Cl: 2 ANCHOR PER EXISTING HOST STRUCTURECONN PER 1 _ HOST STRUCTURE ANCHOR SCHED ANCHOR SCHED 1 8 ut 1 MOUNTING SECTION z MOUNTING SECTION rTMOUNTING SECTIONANCHORS AT 12.0.O.0 FOR EQ P-59psf OR LESS,OR AT 5.9"D.C. EQ = j 3•=V-0" VERT SECTION 3 3"=V-0' VERT SECTION 3 3"-V-0" VERT SECTION FOR P-120psf OR LESS(USE ANY ANCHOR FROM ANCHOR SCHED) $S oo O 5 C -O_< C c N 'g€j l MAx GAP $ °C F' i'A p 14 s=O$ $ 6 BUILD-OUT CLOSUREWW= o 3 3'-1'-0' PLAN VIEW 1 2 1 12 1 2 1 1/4" S p NG HOST STRR �XL- NOTE:DETAIL 9/3 MAY BE USED C O TYPE C2. (MAX / AS AN ALTERNATE TO CLOSURECONN qty ANCHOR PER rt DETAILS 7/3 AND 6/3. u EMBED ANCHOR SCHED 1/2'MAX MAXIMUM PANEL W 10 EXISTING MIN,PANEL OVERLAP PROTECTION _ SPAN SCHEDULE SHALL BER TIMES Ey p MAX SPAN A P SURE FOR "MAX GAP THE PANEL PROJECTION ;• USE WITH"H•H DER: (POSITIVE CONN.) FRDMTHE EXISTING b 60"MAX AT 55 7psf � WALL MOUNT CL SURE HOST STRUCTURE EXISTING HOST EXISTING 1 2 3 3"=1'-0" PLAN VIEW STRUCTURE GLAZING 111 = <W SPAN(fL) 9 PANEL OVERLAP G & lie iGLASS SEPAR 4- N W 3 N.T.S. PLAN VIEW PER SCHED x EXISTING HOST t25 6'-5" �b l�i MA OR DIR STUDS a STRUCTURE.TYP *30 6'-2" s h FOR INTER AT 13' w •'MAx GAP 1 2 1 t32 6'-1" MAXIMUM SPAN MOUNT O C MAX x a 1/4" *35 5-11" J , 3 f I" TO 51 MAX fi *40 5'•9" SCHEDULE NOTES: / B 645 5'-7^ '� —yT 1. SPANS SHOWN IN'MAX PANEL SPAN SCHEDULE'ABOVE ARE MAXIMUM CONN TYPE C4: L 1/4• 655 5'-" ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. W►.Np11/1WKL61WANPE. p ANCHOR PER F�12IN MAX -2" 2.THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE HOST m ANCHOR SCHED AP SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING 14-1509 665 S-1"STRUCT EDGE EXTRUSIONS INVOLVING A POSITIVE CONNECTION-I.e.ALL INSTALLATIONSuA�e: DIST RS AT 12.0'O.C.FOR P59psf OR LESS, 670 S-0" WHICH DO NOT INCLUDE AN"H"OR"U*HEADER. ►Ace olfClV►TIOM: OR A7 5.9'O.0 FOR P-IZOpsf OR LESS(USE 675 4'-10" 3. WHERE THE'H*HEADER IS USED,THE MAXIMUM ALLOWABLE SPAN IS ANY ANCHOR FROM ANCHOR SCHED) 680 11.9" 5'-0"(60")AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psH. *90 4'-7" 4. WHERE"UHEADER IS USED,THE MAXIMUM ALLOWABLE SPAN IS 4'-4" 4 MOUNTING SECTION a TRAP MOUNT CLOSURE *m0 4'•• (52')AND THE MAXIMUM ALLOWABLE PRESSURE IS i78/-80 PSF. 6^�D *110 T.".. 5.TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR VERT SECTION 3 3'-1'-0' PLAN VIEW *120 3'-T' VERTICALLY. SPAN DIRECTION 1S ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. ' E B[NMARD0.1.E. a: .k-.•��G o cS�YY _ NoP -, 08,ilgt 0 ALUMINUM OR GALVANIZED STEEL SPACER: -�C F LEG AND/O0.STUD a REQUIRED ONLY FOR EIFS,ICF,OR SP DIRECTION MAY BE Ti 4 ', S r' REVERSED FOR GLASS SEP. GLASS SFP.-{ OTHER MALLEABLE FINISHES. FLO n INTERIOR MOUNT PER SCHED 1/4-20>< _ PER SCHED I I • OPTIONAL FOR STUCCO,BRICK,OR QF ••.....•' o e = 1/4" = OTHER RIGID FINISHESAEMBED OPTIONAL METAL BODI�EGSSI O ` w n '.F NG i STUDS EXISTING 1/4.20 a WASHER MAY BE USED 6111 11 I I I l 1 (f,n� �'�^N u GLAZZIING O.0 MAX GLAZING 4 SNOS rn= PANTHEELTHE NERSIDE OF THE W uJ N LL ��55 N 1415 AT 6• ?V WW 2�'3Kk¢ w F- D.C. n ��''TT Z >V V 2 x 2 MA% W e MAX Q n I UI o Q m _ HOST p EMBED 1/q• E I Z ¢iv O w wm EDG CONN TYPE CS: MA% W W 0,.,1STR _ �T W ANCHOR PER ANCHORS PER w a S ANCHOR SCHE — ;w yy i CONN TYPE Cl: ANCHOR V) z w F ANCHOR PER SCHEDULE G W W HOST STRUCTURE ANCHOR SCHED a[ O 4 1 MOUNTING SECTION Z MOUNTING SECTION EXISTING HOST 4 3' 1'-0' VERT SECTION 4 3':1'-0' VERTSECTION STRUCTURE 8 z } XU4 : 22 u SS EXISTING EXTERIOR w WALL FINISH(STUCCO, •• O t Ty EXISTING HOST STRUCTURE BRICK,ICF,EIFS,ETC.) g o ry I-w 'np ANY ANCHOR FROM ANCHOR SCHEDULE,ANCHORS EXISflNG HOST CONN TYPE EXISTING m p ANCHOR PER LL SPACED®6"O.C.MAX. RE ANCHOR SCHED GLAZING GLASS SEPARATION p a 3 R 18 PER SCHEDULE m Z g F EMBED NOTE:SHUTTER SYSTEM MAY BE ANCHORED THROUGHnm 3 rn F• EXTERIOR WALL FINISH TO HOST STRUCTURE WITH N 16 17 z t7 ANY MOUNTING CONDITION SHOWN HEREIN. 8 ANG "0 19 1/4-20 <� MOUNTING SECTION THRU U �SePARI EXISTING RIEQ'D�MUM ' GGLAQE1NGG m;os ` EXTERIOR WALL FINISH Q NOTE:MAXIMUM SPAN AND PRESSURE FOR AT 6" >_ s BRICK ICF EIFS ETC. USE WITH HEADERS:S2"MAX PANEL ER SCH O.C. SPAN .78/-80 PSF MAX DESIGN PRESSURE MAX 4 N.T.S. VERT SECTION s MOUNTING SECTION 4 MOUNTING SECTION 4 N.T.S. VERT SECTION 4 N.T.S. VERT SECTION didIWg��� yilly m '� y � i I �R tdMprtF L Nat W IL 14-1509 w 1' .Ace oescurrlon: � �5 x.1``1111 N NA �r:•-ENgE sLs NAADO.P.E. ANCHOR SCHEDULE 2'MIN EDGE DISTANCE pans Up To 1 Dans p o l� Spans UD o - = ,\ Ci ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE MINIMUM GLASS -CPA') C1 a� (p' `3 C4 a " I c2 I " I " cs " n I " I u C5 SEPARATION SCHEDULE '* '1E 0 1/4'ELCO ULTRACON OR ITW 42 13.0"13.0"13.0"13.0"!3.0"13.0"13.0"13.0"13.0••13.0"13.0"13.0"13.0'•13.0-113.0" GLASS SEPARATION:q Sj^ SDN ATT TAPCON WITH 1-3/4' /7 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.8"13.0"13.0"33.0" O FLO a >- EMBED(3000 PSI MIN CONC) 53 13.0'•13.0"13.0"13.0'•13.0"13.0•'139..0"33.0•'13.0"13.0"13.0" 9.6" 7.5" 13.0••13.0^ MINIMUM SCHEDULE NOTES: -�',� SEPARATION MINIMUM FS`S'O / w P� yP'.z< 20 13.D"6S 130,17.9" 6.2'" 13.0" 8.5" 5.4" 5.IT 4.1" S./' S.7 1.3" 4.2" 33" 14.1' 4.5 PlA�E SPAN AT OR BELOW SEPARATION 1. GLASS SEPARATION SCHEDULE ,7///11111111 "•~.,J ail u^ LESS 30'ABOVE AT ELEV>30' PROVIDES MINIMUM SEPARATION W 1/4-ELCO PANELMATE WITH 42 13.0"13.0"13.0"13.0•'13.0••13.0••13.0•'13.0•'13.0"13.0"13.0"13.0"13.0"13.0'•13.0" LLN 1-3//'MIN EMBED 3350 PSI /7 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"]3.0"13.0"13.0'13.0"13.0"13.0"13.0" ( THAN GRADE ABOVE GRADE DISTANCE REQUIRED BETWEEN W L EXTERIOR FACE OF GLAZING(OR Z w w U MIN CONC) 53 13.0"13.0"13.0"13.0"13.0"13.0•'13.0•'13.0••13.0.13.0"13.0"12.2" 9.6" 13.0'13A" /'-0" 4.23•• 1.37•• OTHER PRODUCT BEING PROTECTED) �jj �<"Rx 4 w65 13.0"13.0"13.0"13.0"13.0••13.0"12.5' 9.T' 13.0'13.0"13.0.10.0" 7.8" 13.0"10.6" 32 /'-1. 4.23" 1.73" AND INTERIOR FACE OF INSTALLED z 0<120 13.0"10.1" 7.9" 13.D"10.8" 6.9" 6.8" 5.3" 6.5 7.2" 5.5- 5.4- 4,2" 5.2" 5.8" ' " 5.35• 3.00" STORM PANELZ1/4-20 ALL POINTS SOLID-SEI 42 13.0"33.0"13.0'13.0"13.0"13.0•'13.0••13.0"13.0"13.0"33.0•'13.0•'13.0"13.0•'13.0•• 2. SEPARATION DISTANCE PER THIS W u•y W i u 4'-0" t.23" 1.16" u WITH 7/8'MIN EMBED(7000 47 13.0"13.0••13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.9"13.0"13.0"13.0" SCHEDULE IS REQUIRED FOR USE 40 4'-9" 4.23" 1.92" PSI MIN CONC) SJ 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 9.6•• 1,., 13.0"13.0" WITH POSITNE LOAD$ONLY. -. i q� S'-9" 5.35 3.00^ s W 65 13.0"13.0'•13.0"13.0"13.0"13.0" 9.8" 7.7" 13.0"13.0"13.0" 7.9" 6.1" 37.0" 9.6" 3. SEPARATION FROM GLASS IS c W W d'It:�Y 12D 13.0" 8.0" 6.Y' 13.0•' 9.9" S.a•' S.3" 4.1" 5.9" 6.6" 4.3•• 4.3•' 3.3" 4.7' 5.7" 4'-0" 4.23" 1.52" REQUIRED ONLY WHEN INSTALLED n O 1//-20 POWERS CALK-IN WITH 42 13.0 13.0'•13.0"13.0•'13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"33.0"13.d' 45 4--9" 4.23" 2.07' WITHIN THE HIGH VELOCITY ^ 7/8'MIN EMBED(3000 PSI M[N a7 13.0"13.0"13.0'13.0^13.0"13.0"13.0" 13.0"13.0"13.0"17.0" 6.9" 13.0"31.8"I I.B" 5'-T' 5.35" 7.D0' HURRICANE ZONE,ASTM WIND ZONE CONC) 53 13.D•.13.0"13.0"13.0"13.0"13.0"13.0"13.0"17.0"13.0"13.0" 6.1" 1.T' 10.1•'10.1" 4 AND ESSENTIAL FACIlIT1E5. 65 13.0"13.0"13.0"13.0 13.0 33.0" 6.2' 4.8" 10.6"10.6'13.0' S.0" 3.9" 8.S' 4.9" Y-0" 1.23" 1.58" * [jam 120 13.0•• S.0'• 3.9" 8.6 S.0" 3.4" 3.4" WA 3.0" 3.3'• WA WA WA WA WA 50 4'-9" 4.23" 2.14' 5 5'-6" 5.3S" 3.DO" " �y 2'MIN EDGE DISTANCE 1'-0 4.23" 1.69"60 {•-9" 4.23" 2.37" j pans UD o Dan UD o - n Up o - .g r ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE S. S.35" 3.00" ¢W s rn (P" CI I C2 C3 I G CS Cl C2 I C3 I U I CS CI C2 1 C3 I C4 I CS -0" 4.23" 1- 13.0'13.0"13.0"13.0'ID.7"10.7"10.7"11.2"11.2" .23 1.04'ELCO ULT ON WITH 42 13.0"130 13.0'13.0•13.0' 13. 4-9 81 11/{'EMBED 1 " ' 9.5" 3.6" 9.5" 10.0" 0.0" ' 5.. • .D . 3.0• 3 • " 2.S12.5S-d35' 3.00' ZS3 13.0• 13.0• 13.0• 13.0'13.0"10.6• 10.6"10.6• 11.1"11.1" 8.5" 3.2" N/A 8.9" 8.9' O<O 65 12.9"12.9"129 13.0 13.0 3.2' A AA 120 4.23" 1.97' N/A A A N/A N/A WA WA N/A N/A CZ 120 7.0" N/A N/A 7.3" 3.3" N5r <<w <O ^ = 1/4'ELCO PANELMATE WITH 42 13.0'•13.0••33.0'•13.0•'13.0'•13.0•'13.0•'13.0"13.0"13.0"13.0'•13.0"13.0"13.0"13.0•'1ON t 3 R 1-1/{'MIN EMBED 47 13.0"13.0••17.0"13.0"17.0"IJ.O"13.0"13.0"13.D"13.0'•13.0" 7.2" 13.0"13.0"13.0" ANCHOR NOTES: �^W S= n 53 13.0••13.0••13.0"13.0••13.0••13A"13.0'13.0"13.0"13.0"13.0" 6.3" 4.9" 13.0"13.0" t< u 65 13.0••13.0"13.0••13.0••13.0•'13.0•• 6.5" 5.0" 13.0•'13.0"13.0'• S.2'• 4.0" 12A•• 6.1^ 1. FOR ALL CONCRETE ANCHORS,UTILIZE EITHER 1/4'CIW ATT TAPCONS OR 1O m 3 N 1k 1/4"ELCO ULTRACONS AS SPECIFIED IN THE ANCHOR SCHEDULES. <W< 120 13.0•' 5.3" 4.1" 12.6" 6.2" 3.6^ 3.5" N/A 3.T' 4.1" WA WA N/A WA 3.3" >w 1/4-20 All POINTS SOLID-SET 42 113.0"11 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0' 2. "ELCO PANELMAT7'ANCHORS MAY BE MALE,FEMALE,OR PANELMATE CI WITH 778'MIN EMBED 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0 13.0"13.0"13.0"17.0" 7.3" 13.0"13.0"13.0" vLUS,AS ILLUSTRATED HEREIN. HEAD STYLE MAY BE STD 13/32'O0. 0 o:K WASHERED 5/8"HEX HEAD. 53 13.0••13.0"13.0"13.0"13.0"13.0•'13.0•'113.0"113.0-113.0"17.0•• 6.4" 5.0•' 12.0^12.0" 3. ENSURE MINIMUM 2'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE h u z * � 65 13.0"13.0^13.0"13.0"13.0"13.0' 6.6" 5.1" 123"123"17.0" 5.2" s.3' 9.8" S. TO HOLLOW BLOCK. ENSURE 3/4"EDGE DISTANCE FOR ALL ANCHORS TO 120113.0"15.3" 4.2"110.0"15.5" 3.6" 3.6"1 N/A 3.3" 3.7" WA WA I N/A N/A 1 WA WOOD. € 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. �j 3/4'MIN EDGE DISTANCE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM, PL _ _ BRICK,AND OTHER WALL FINISHES. 8Y. ns o ' Spans D a 4- p -^ rr LOAD o vans D S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO G CONN TYPE CONN TYPE CONN TYPE bee 0 (P'o C1 C2 C3 C4 CS CI C2 C3 CI C5 CI C2 C3 C4 CS UN-CRAKCED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER g b 1/1'TAPCON(ELCO OR ITW) 42 13.0••13.0"13.0•'13.0"13.0"17.0••13.0"13.0••11.6"11.6^13.0'13.0' 13.0" 93" 9.3" MANUfACNRE'S RECOMMENDATIONS. OR Y14 W000 SCREW W/ a7 13.0"13.0"13.0"13.0"13.0"13.a"13.0"13.0"1 „10.1"13.d' 7.7•• 13.0" 8.7" 83•• 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS i7 9 MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD I 1-1/2'EMBED 53 13.0•' 13.0"13.0,13.0••13.01•13.0•'13.0••13.0" .2" 9.2" 13.0' 6.8" 5.0' 7.4" 7.4" FRAMING MEMBERS,NOT INTO PLYWOOD. 65 13.0"13.0'•13.0••11.3••11.3••13.0•• 6.9" 5.4" 7.5" 13.0 5.5" 4,3" 6.0 4.1" 7• WHERE ANCHORS FASTEN TO NARROW FACE OF SND FRAMING,ANCHOR 1EF 120 13.0" 5.6'• 4.4" 6.1" 4.2" 3.8" 3.8" 2.9" 2.6" 2.8•' 3.1" 3.0" 2.3" 2.1" 2.2' SHALL BE LOCATED IN CENTER OF NOMINAL 2x4(MIN)WOOD SND(Le. 4' ZE. D 42 13.0"13.0"13.0"13.0'•13.0'•13.0"13.0"13.0'•13.0"13.0"ITA"13.0••13.0"13.0••13.0•' 3/4"EDGE DISTANCE i5 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). a 1 } i ALW/ a7 13.0••13.0••13.0"13.0"17.0"13.0^13.0"13.0"17.0"13.0•'17.0•'13.0'•13.0•'13.0'•13.0" WOOD STUD SHALL BE'SOUTHERN PINE'G-0.55 OR GREATER DENSITY. 7/8' 53 13.0••13.0••13.0•'13.0'•13.0••13.0"13.0"13.0"13.0"13.0••13.0"13.0••11.6•'13.0"13.0' 8. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT 'lee 65 17.0"13.0"13.0"13.0"13.0"13.0"33.0"11.8"13.0"13.0"17.0"12.1' 9./"113.0"19.4" ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM at 2 c 120 13.D"123•• 9.6" 13.0•' 9.6-18.31. 8.2" 6.4" 5.9" 6.4" 6.7" 6.5" 5.1" 4.7" 5.1" ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE �Yieeep .Os. 16"WOOD BUSHING W/7/8" 42 13.D"13.0"13.0"13.0•'13.0•'13.0.13.0•'13.0'•13.0"13.0"13.0"13.0"114-" .0"13.0" SHALL APPLY. COP,NDRIIIAMLIBal1RW vE IN EMBED 8 1/4.20 S.S. 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0••13.0'•13.0"13.0•'13.0" S.9' 1 .0"13.0' 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2^ENGAGEMENT OF 8 CHINE 1'F1RE4D 53 13.0 13.0 13.0'•13.0"13.0"13.0"13A'13.0"13.0"113.0"113.0" 5.2" 4 .0"13.0" THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS 14-1509 PENEIR 65 13.0"13.d'13.0"13.0"iJ.O"13.0" 5.7" t.l" 13.0"13.0"11.1" 4.2" 3 .4" 5.3'• HEAD,OR WAFER HEAD('SIDEWAIX BOLT')U.N.O. SCALE. - 120 11.6" 5.4" 2.9" 2.9^ 2.2" 2.3" 2.3' 5" 2.9'• 70. lK DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED rAce mcRlrnoMLAG SCREW WITH 2-3/32' /2 13.0"13.0•'13.0•'13.0"13.0"13.0"13.0"13.0"12.1' 12.1"13.0"13.0'1 .7^ 9.7" DIRECTLYN THE MOST STRUCTURE ONLY WITH THESE ANCHORS, THREAD PENEIR 47 130"130"13.0"13.0"17.0IJ.O13.0^13.0'•10.8"10.8^17.0•• 9.9' 16" 8.6" LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE 13.0"13.0"13.0"13.0"13.0'13.0" 9.6^ 9.6" 13.0" 8.8' 6 T' 7.7' SPACING SHOWN IN ANCHOR SCHEDULE.11. WA"DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE 13.0" 0•• 9.0" 7.0•• 7.B•• 7.8" 13.0" 7.2• 53" 4.5" FOR USE. a9" 3.8" 2.9" 3.3" 4.0" 3.9" 3 .3" 2.5 3� 12 PATA A06 12 210 ) 3bkbO� � 1 $ 12 32 BAS ( 1157 ) 20 GAA ( 380 ) 12 3 32 3 0 PAA >'l x EAST CONST ALUMINUM PRODUCTS,INC. / �►. � � ort Edwards Road Fort Pierce,FL 34982 (772)4647600 283-5650 Q�a Gly Sm4Z." S' GENERAL NOTES: 1.BERTHA KV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT FVALUATION DOCUMEYT (P.E.O.' MAS BEEN VERIFIED FOR CCMPUANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING COCE.THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BCINSTALLED WITH A DIRECTIONALITY FACTOR K0=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE CESICN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(1) & �A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEEIS 11 THRU 15. 19 & 20. GENERAL NOTES SHEET 1 'N ORDER TO VEFIF"THAT COMPONENTS ANC ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSEC,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WASkW USED N THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWFVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFIGTICN OF FASTENERS IN WOO). SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYST[N'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE(71 /0214.01-03, #0715.01-03,11004.01-05, #1214.01-05,{10317.02-06, #0609.01-10 AND #0210.01-11 AS PFR TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREABLADE(1.AND HV WINDOW BLADE M AND E-1996 STANDARDS(MISSILE LEVEL 0, WIND ZONES I. 2 & 3)&#1220.01-10 AS PER TAS 201, 203& 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1686 MIO E-1995(MISSILE LEVEL D, WIND ZONES 1. 2,3)BASIC PROTECTION ONLY AND #0725.01-68 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NO-ES ON LOCKS SHEET 5 INSTALATION DETAILS A-F, CONCRETE/ELOCK SHEFT 6 2. HV BLADE CE)AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHELL 19 INSTALLATION DETAILS C-M, CONCRETE/BLOCK SHEEI 7 3. RERTHA H.'!.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75 AND#1421.75•RESPECTIVELY, 410-HT MINIMUM SERIES CENT-RMATE DETAILS HV SHECT 8 STAINLESS S;:EEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH REP.THA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETALS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MJST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED CN SHEETS 2 AND 3. MINIMUM YIELD MENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS '-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SJ IEET 11 ANCHOR SCHEDULE- CONCREIL & BLOCK SHEET 12 5.ALLSCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RLSISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k.;MIN.YEL.D STRENGTH AND 90 k.;MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL.COMPLY W/FLORIDA SJILDING CODE SLCTION 2411.3.3.4. ANCHOR SC-IEOUL.E- CONCRETE & BLOCK SHEET 14 6. BOLTS-0 BE ASTM A-307 GALVANIZED STFFL.,CR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BICE D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE ID&9 WORKING IN UNISON: 12. 13& 15 INSTALLAIION DETAILS S-X, WOOD SHEET 17 8. THISBER'HA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT #6'779,382. COMPONENTS OF TOAs APPROVAL ARE COVERED. N WHOLE OR IN PART BY V.S.PATENT 15'458,17-)ISSUED TO EASTERN ENO CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY, INC. 9. 17 SHALL BE THE RESPONSIEIUTY OF THE CONTRACTOR TO VERIFY THF SOUNDNESS OF THE STRUCTURE WHERE SHURER IS TO BE ATTACHEC TO INSURE PROPLR ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE tl1A ONLY ALL SHUTTER COMPONFNT ECCES WAICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEM I CRMANEN-LABEL IN A VISIBLE PUCE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNNT:S HOME OWNER,-ENANT, OR OTHERS,MUST PROPERLY CLOSE ALL Hlv ANO HU CENTERMATM AND ENGAGE CR LOCK AL H•AND NO LOCKS. AREA 4: HV WINDOW B ADF(j)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BURDNG CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SIIEET 20 PLACED FCR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF 7HE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSIALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY EHL JURISDICTION WHERE PERMIT 15 APPLIED TO. 13. (a)THIS P.E.D.PREPARED 6Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FON A SITE SPECIFIC PROJECT;i.e.WHERE THF SITE CONDITIONS DEVA-E FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE POR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.• PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO TFE CCNDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBA.ITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D. WILL BE CONSIDERED INVALID FALTERED BY M4Y MEANS. (d)S.TE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 771E ENGINEER OF RECORD (EO.R.)FOR THE PROJECT AND WHO WR.L BE RESPONSIBLE FOR THE PROPER USE OF TME D.E.D. ENGINEER OF RECORD.ACTING AS A DELEGA?ED ENGINEER TO THE P.E.D.LNG'NEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RFVIEW. (e) ORIGINAL P.E.D.SMALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Nor High VEloclty HJrricone Zone' C201, TILE-O,INC. @2017 EASTERN METAL SUPPLY, INC. BER A TM A S S A Accordion S tter System . . . L E C O i N C. . FIV. BLADE #1 W/OR WA RV. W M M RAGE �\ * American Shutter Systeme EV.N DESCRVTKIN /ATc DPA.m er: Lc. sOr�.(.[ T'/ TILLIT TESTING & ENGINEERING COMPANY ^T f l(�At 6755 rLW.3su.s1.,ss.305,NRGYIN cNlorxa.naeOA aIle A330CTatTOn, Inc. 1 OLD 15-085 07/27/1 DARE: 01/27/17 Ph-:(305)871-1530.Fax:(3o5)dx1-1.31 4268 WestroDds Drive 2 .<�`•.•"=.•• T3{ AA a-a I:Ultecooca.- West Palm Beach, FL 33407 3 DRAWING Nc �n �'j\ A SVS 5_ ',111 EB-0006719 7� / _V �O NA`f4 HALTER A.TI.1 Jr.P.E. P.E S ALfSt&MAYURE/DATE noROA UTI.t.4167 5 SN Ei 6 1 OF 20 VARIES -3"1 fOR wN]D.1 I�VO •�E • oI .09 " 4.71' •�� ( i a..3R5' � ' _ Oy 1 �Nr I1.957' I 4.999' �- � •\ 1 .�f. " 1 HV 90r t 80• STARTER �HV SOLID BLADE C)HV UNIVERSAL FLOATER �' `' '� COVERED UNDER JS PA-ENT Y 5458179 /-� QUALIFIED FFOR USE W/ QUALIFIED FOR USE W, Hv eLADE`1_;- 4 HV DIRECT MOUNT Hv euDEC� l HV WINDOW BLADE• 6005-75 ALLOY AND TEMPER �OUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 'SEE LMITATIONS OF USE OF BLADE ON SHEET 19 BLADE CI .3,7 .3 6063-I6 ALLOY A b TEN?ER 6063-T6 ALLOY AND TEMPER 6' 1.500' p/ .12s' (TIP.) 1? 7� / .67 e 3.556' n� �, .991' . .b70' 1226 - 0721 ' 9121x.915" 2.092'm---_.--------- C)HV ADJ. ADAPTER W/UP A.<36' 12C. 72' � 1.775' 3_226' OUAI IFIED FOR USE W/ HV (8 HV WALK-OVER TRACK 92 " 6�HV ADJ. FLOOR TRACK BLADEC QUALIFIED FOR USE w/ HV (9,HV TRENCH TRACK -255' 3.7 0' .� 6D63-T6 ALLOY AN R B:ALIL((1QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 At I CY A(C TEMPER BLADE 1)ONLY. (10 HV RAINGUARD BLADE:1) 6C63-T6 ALLOr'AND TEMPER OUAUFIED FOR USE W/ HV 6063-T6 ALLOY ANL TEMPER VARIES 1.936" SLADE 1' 1-915• 41 VARIES 1.936' 6063-T6 ALLOY A D TEMPER 1.917' o �. J Oa3' 061' r°_a g .Oa3• .CES' 100 .C93' pl 'OI '~ - . .I II .G93 of h� 11 093• .T'. .Dau' 0" .060- d .670 �I qIi 670' 1.686' o• 6'0 3.520' - / 3.529• I`� . 1 v HV CEILING HEADER 1 HV HEADER/SILL (13: HD CEILING HEADER/SILL OI�L.IFIED FOR USE W HV BLADE I ONLY, QUALIFIED FOR USE W/ HV BLADF't NL / 6063-T6 ALLOY AND TEMPF OUAIIFIED FOR USE w/ Hv eutDE(D ii4. HD WALL HEADER/SILL SEC SECTIONS FOR VALIDIT". SEE SECTICNS FOR VALIDITY. - QUALIFIED FOR USE w% HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE Cl)ONLY. 6063-T6 ALLOY AND TEMPER CGMPONEVT A R TI T2 rr X Y t MN X MN Y MN t i •. t! '[" 10.125' 1' I' .C62• q 17 I 2• 5•MAX. 1/9. 1/9 I 3' I 3 X0.030" .la 2- S'MAX.10.191• 0.192• 1 X :1 SIDE ANGLES I (20 CORNER POSTS QUALIFIED FOR USE W% HV ALUMINUM ANGLES ;� 1 7.5' 7'MAX.;0.190, 0.190' � BLADE(D QUALIFIED FOR JSE W/ HV I I uUALIFIED FOR USC W/ HV 5063-T6 ALLOT AND TEMPER BLADE Cl ONLY. I BLADED 2• 5'MAX.'0.139' 0.131' 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 11111PL'(E... •f�/i f��_ 02017 TLTECO. INC. 0 2017 EASTERN METAL SUPPLY, INC. 11 ,, _ BERTHA HVTM '' CENSE,. 9 s c E C O 1A A.S.S.A. Accordion Shutter System I L SS ,4c. AKV. BLADE #t w/CR w/o Itv. W(Noow BI.ACE C�/'7'/�� TICCIT TESTING k ENGINEERING COMPANY American Shutter Systema N,N xsclNmoN wtt D6A1.N 9Y: L.C. J,�•i'F�[ 4111 N.N.JlT.X,3U.JOS vwPt4 pFOENS.FLORIDA 3316 Af180ClatlOn, Inc. 1 OlD 15-085 7/27/1 W E: 07/27/17 T- Pnwt.:(3os3a71-lsx.f..: (3mb71-1s31 4268 `Nestrood< Drive x O � DRAWING No .......... a04r 1$ a-ndl:UK TwMeoa.ca+� West Polm Eleocl-, FL 33407 3 17-1 7_'07 .I y/'"•''""• G�IILI\ HALTER A.YLLIT Jr.P.E.712 4 FLOR DA Lrc./44167 5 SH[EI P.F.�3F+A JAiAAr fiE/CATS e 2 OF 20 SCHEDULE #1 SCHEDULE 12 SCHEDULE #3 MAXIMUM SHUTTER SPAN 14" OR 'L-" MAXIMUM SHUTTER SPAN* -L+" AXRAUM SHUTTER SPAN*"La" ft. FOR INSTALLATIONS W OR "L ft. FOR INSTALLATION LEGEND `11Q : ( ). / ( ) R "L-" (it.) INSTALLATIONS CENTERMATES_® & ® or 0 or QP INSTALLATIONS W/ W 9'MMETRICAL CENTER CONCRETE & WOOD (1) L+: MAXIMUM ALLOYIABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® a ® Or or & g0 W/ ONE HV LOCKS MANSGRY POSITIVE A.S.O. JtSIGN PRESSURE RATING. HO LOCK W/ NO LOCKING RODS o• ONE HV LOCK Or®Or® L-: MAX. N I OWABLE SPAN FOR A GIVEN NEGATIVE OR W/ NO LOCKING WALL A. B. C. D. E. M, N, 0, P. Q, A.S.D. DESIGN PRESSURE RATING. CENTERMAI® 28® 29 W/ ONE W/ NO LOCKING RODS ® ODS MOUNTING F. K & L R. S, & V. FE)-T- LOCK 30 W/TWO L04 NG (SEE NOTES t.Tt) (VAU) FOR MOUNTING yrlj ;2) PROCEOURF TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNTrr1O1TTP�FSS&?BOTTOM EE /� SHEET 7) F_OOR/CEILING G. H. I• 11. J T. U. W & X NALL MOUNTINGS (TOP/BOTTCM) OR -LCOR%CLILING: CONAP91 NO INSTALLATIONS 0 CONCR�fF&WOOD CONCRETE MOUNTING ,WYNUN wAxluuu & M GIVEN A POSRNF AS.D_ DESIGN PRESSURE RATING, wG-IM ACD.DES" S INSTALLATIONS APRE OFStcN '_prt.LLJIQN DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. PRESSVAE WAIL MOUNTING ROOR/CEIDNC 'a•1L wOJNTN: 6�a FLOCR CEUNC MOJVTWO R,T� NA1,Nc / GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, WTK MOUNTING (�n.Y j BOOR/CEUv6 MOONING ("''J') � nFTERMINE MAXIMUM SPAN 'L-' FROM SCIIECULE. _ DR-) FLOORARALL MOUNTING /� L (lu I,-(Il) L♦ (!( :-(It) L• (1U l-n) l (A) l-(R) \/ MAXIMUM SHUTTER SPAN 'L+'OR Z-'FOR FINAL MAXIMUM ALLOWABLE SPAN 5 EOUAL TO THE 30 OR LES 16'-0" I5'-•0' 16'-T 16'-0' 30 le'-c' 16'-0" 30 16'-0' 16'-0' IN5T pSl. 0N5 INTO GNPOODRESSURE RATING. tdRDM.1lt DETERMINED SPAN BETWEEN %r'AND 'L-". 35 14-10'1 14'-10- 15'-2" 16'-0' 35 14'-10' 14'-10' 35 15-2• 16'-10" 40 13' 10" 13'-10' 14'-2' 15'-2' 40 13'-10' 15-10" 40 14'-2' 15'-i (3) PROCEDURE TO OE-ERMINE MAXIMUM SPAN FOR 45 1}'-1' 13'-1" 13'-4" 14'-3' 45 '3'-1 13-1" 43 -_ 73'-4' 14'-3" t HV CORNER CENTERMATE /3 MAY BE USED AT A__ COMBINA-IONS IN BE-WEEN WALL MOUNTINGS 50 i7-5' 12'-5' 12'-6' 13'-7' 50 12'-5" t2'-5' s0 12'-3' 13'-1' NOUNnNO INSTALLATIONS. LOCKING SPECIFICATIONS W/ rLOOR/CEIUNG NOUNTINGS: 55 11'-10• 11'-10' 12'-1• 12-11 55 1,'-10- 11'-10" 55 11'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION d2 FOR A GNEN POSITI\5 A.S.D. DESIGN PRESSURC 60 11'-1' I1'-4" 11'-7" 12'-4' 60 11'-4' l I'-4• 50 10'-2" I0'-11' NOTC /5.StIEET 5. RATING: 65 17-10- 10'-10' 11'-1' 11'-'1' 65 10'-10" 10'-10" 65 9'-s" 10'-1' DETERMINE: L,+>• MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. CEIUNG 70 W-9• 9-4' L2+ MAX. SPAN FOR FLOOR 7C t0'-6' 10'-6' 10'-9' 11'-3* 70 10'-6' 10'-6' _ / MOUNTING 75 10'-1' 10'-1' 10'-i I1'-1" 75 10'-1' 10'-t' i 75 - 8'-y tt EXCEP7 THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" 9'-10' t0'-0' t0'-9' BO L'-10" W-10, SPAN'L+'CR l=AND MAX'MUM AS.D. DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN f RESSURE 65 9'-6" 9'-6" 9'-9• -0'-5' 85 9'-6' W-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE IIA-ING: 90 9'-3' 9'-}• 9'-s' 70'-1' 90 9'-}' g•-}• OR CONCIRL fE BLOCK SHALL BE UMITED AS FCX LOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-: MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9• 9'-2• 9'-10' 95 9'-0- 8'-9" UNITED TO +64.-72 p.s.f. AND 8'-0" SPAIN, SEE L1 - MAX. SPAY FOR FLOOR/CEILING MOUNTING 100 8'-9' W-4' 9'-0• Y-7" iOO 8'-9' 8'-4' tJGUNTIN^u OON SHFFT 7. INSTALLATIONS. 105 8'-7' 7'-11" 8' 9- 9'-4" _ 105 8'-!• 7'-11' 1 i 0 8'-4" 7-7' W-7' 9'-2- 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO'L 'HE 115 8'-2- 7-3' 8'-i W-11" i15 6'-2' 1 7•-3• SEPARATION TO GLASS SCHEDULE IJIWtJUM BETWEEN "L,+', 'L2+", 'L, AND "U-" 120 8'-0' 6' 11' 8'-2 8'-9' 120 8'-0" V-11- (4) GO TO ANCNOR SCHEDULE WITH FINAL MAXIMUM 17.. 7'_10' W-8" 8-0' 8'-5' 125 7'-10' W-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 3C T-8' If-b" 7'-10' 8'-1' 130 7'-6• 6'-5' WIND ZONE MINIMUM PRESSURE RATING TO DF7ERMINE MAXIMUM ANCPOR 135 7'-7' 6'-2' -9" 79•'- 135 T-7- 6'-2" SPACING. 7'-5• s'-„- 7'7-7 -7-6' 140 7-3• s•-�,' ASTM E-1996 SEPARATION 5'-9- 7-5" 7'-3• 145 7'-3'- TO GLASS 150 1 VI 1 5'-7' 774' 7'-0' 150 7'-2" V-7- 11155 1111/7'-0' s'-s' 7-2• 6'-9 155 7-0' s'-5' 1 f IRU 3 1" 76U 6'-1 3'- ' 7-1' 6'-7" 160 W-11" p• ;-I' 7'-0• 6'-i 165 W-10" 70 6'-9" 4'-11' 6'-I 1' 6'-2' 170 6'-9' 115 6'-7" 4'-9' 6'-9' 6'-0' 175 6'-7 4' 9' 185 6'-5' 4'-0• 5'7BLADE ' 5''-8" _185 6'-5' 4'-6' � _190 6•-4' 4'-5' 6'-6' -6' 190 W-4- 4'-5• _195 6'-3' 4'-3" W-5' 5'-5• 195 6'-3• 200 6'-2' 4'-2" 6'-4' S'-3' 200 ���,.' 205 6'-,' 4'-I' 6'-3" s'-r 205 G-r Nv", FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone T02017 n7ECA.INC. 6 2017 EASTERN METAL SUPPLY. INC. '`�cEfis' �� BERTMAHVT. 1L ECO 1NG. A.S.S.A. cordion Shutter System H.V.IvBLADE #I w/OR w/o H.v. NINDOAf BLADE American Shutter S stems ��nVi TILLIT TESTING k ENGINEERING COMPANY Y EV!N DESCRIPTION DATE DRANN OY: \. Association, Inc. OLD 15-0e507/2j/1 wre 07/27/17 {755 N.w.J4n.A..&".J4e,VAOIM GN10D4S,noR J31b F \\ P7„r�.:(:o5)en-u3o.Fm:(Jos)e7,-1531 4268 Westro0ds Drive , DRAWING No West Polrn Beach, FL 33407 J —107 WALTER C8-DR TILLTIUJJ , • ". ,,r A r. PT. 17 „• RORDA Li./ 44167 5 SHEET P.E. SEAL/SrCRE/GAIL 11 Of 20 MAXIM IA e c n IIFSIGN PRESSURE RATING (n H:t) AND CORRESPONDING MAXIMUM ANCHOR SPACING (jn.l SCHEDULE FOR A GfVEN MAX, SHUTTER SPAN, NEG.AThE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MCUNEINGS ON SIFTS 16& 17). B �TI=,-ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55. SPRUCE PINE FIR SPRUCE PINE FIR SOUTH SOUTHERN IN No. SPRUCE PINE S U PINE 1/2" MIN. CDX ?w/MRi.C-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G-0.5D = W/ MIN. G=0.36 PLYWOOD M�G Q50 W/ W/ MIN. G=0.43 W MIN. G-0.36 wxMw WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS MN0 k R FLOOR MOUN11NG5 MFLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.C. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N, 0 & R W h X , . W & X M. N, 0 & R W & X P & 0 S &v S &V S &v 890 806E P6IDR Trot ImJ I®01 HCADE/RSR RM0 M 89B1I[tNw N®II[6RL 4y1 0®1 tsFtE REIDIE R1x(y) 1601 IBARE 18SR WIC(1d) ' 890 NGf16 R6S,W Mc(pAl I6fA Ru3E PtOWH IA81C(Fdl 06i1 ISA[PD3s61 AJ2,plfj S<R•oH kW1L 4�R pAt(�ASD DS911 NECOtf 46Ai MIL 114 }p 4C 60 75 9D OS 30 40 00 75 90 305 30 b 60 75 90 US 30 b 60 75 90 05 30 40 60 75 90 05 30 40 60 75 .90 05 30 4C GO 75 90 OS 30 40 ti0 75190,105,30 40 60 75 90 05 30 40 60 75 9C[12 •-0•OR Lc 72 :0 10 9 8 6 6 6 6 6 6 fi t2 10 t0 S 8 6 6 6 6 6 G G t2 10 1G 9 6 8 G 6 6 6 6 6 6 5 4 4 < 3 12 72 12 12 12 12 72 12 t2 12 12 12 12 12 12 12 12 4'-p' t2 t0 10 9 8 8 6 6 sip 6 6 12 70 10 9 tl 8 B E 6 6 b 6 12 10 IC 9 B 8 6 6 6 6 6 6 6 5 4 4 4 3 t2 12 12 t2 12 t2 12 i2 12 /1 12 12 12 12 12 11 12 12 10 10 9 8 6 6 6 6 6 6 .5 12 10 t0 9 8 B S 6 G 6 6 5 72 10 10 9 6 7 6 6 6 6 6 5 6 5 < < t 3 12 12 12 t2 t2 12 '2 t2 12 12 12 12 t2 t2 12 12 1212 10 10 9 6 .5 6 6 6 6 S.5 .S t2 10 9 8 5 6 6 6 .5 5 1.5 17 10 70 9 6 3.5 6 6 6 6 54.5 E 5 4 4 3.3 - 12 12 12'12 12 12 12 12 1? 12 12 12 12 t2 t2 72 t0T-0 12 10 10 9 6.5 4 6 6 6 .5 4.5 < 12 10 10 9 5 3 6 G 6 5 4 3.5 12 TO '.0 7 J.5 - 6 6 6 5 4 .5 6 5 4 A - N1212 2 12 j12 12 12 12 12 12 12 12 10. 12 12 12 C1 6.58' 12 10 10 7.5 4b 3 6 6 6 5 .5 12 110 6 3.5 665 .5 3.5 3 12 10't0 4 6 6 5 .5 .5 3 6 S 4 - - 12 12 12 t2 12 12 12 12 11 9.5 t2 12 LS 9 7.512 10 10 5 3.5 - 6 6 5-5 .5 .5 3 12 10 9 4 - 6 6 4.3 4 3 3 12 10 4 J - - 6 6 4.5 4 3 3 6 5 3.5- - 2 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 6 6.5 . 12 70 7.3 4 6 8 5 S J 12 10 6 7 - 6 6 < .5 J - t2 10 3 - - - 6 6 4 .5 3 - 6 S - - - 2 12 12 t. 9.5 12 12 12 0..8.5 7.5 12 12 9 7 612 10 5.5 - 6 6 4.5- 12 10 4.5 - - - 6 5.5 3.3- - - 12 lU - - - - E 5.5 4 - - - 6 S - - - 2 12 12 10 8.S 12 12 12 9.5 8 7 12 12 8 5.5 5.5 4.5 12 10 4.5 - - 6 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - - 6 5 - - - 12 1.5 9.5 8 12 12 11 8.5 7 6 12 i.S75 6 5 4 3'-0' 1I 10 - - 6 6 - 12 10 - - - - 6 4.5 - - - - 1'L /.5 - - - - 6 4.5 - - - - 6 4.5 - - - 2 :2 10. 6.5 7.5 12 11 10 tl .5 S.5 12 0.5 7 5.5 4.5 4 14'-0' 0B 55 - - - S 4.5 - - - - 12 7 - - - - 5 4.5 - - - - 6 3 - - - 2 12 95 6 6 12 12 9.5 7.5 6 4.5 12 9.5 .5 5 4 3 - 6 - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 11 9 7.5 5 12 11 8.5 7 B 4 12F °- - - 5 1. - S 1D. 8.5 6.5 4 12 12 8 6.5 5 3 t. .S 65 3.5 - ll� HV BLADE OR (1 HV BLADE Wf JA) HV WINDOW BLADE WORKING IN UNISON+ ♦<FT w<a'r,�"�"s tK ufiE FOR HNE�A SHEET 16 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SCUD WODO SOFFIT SHALI RE AS FOLLOWS: 3.SJBSRUTE SHALL CONSIST OF THE FOILOFANG: -SOUTHERN PINE No.2 W/G-U.55(N.D.S) - 1/4CH .6 TAPCON ANORS,AS MANUFACTURED BY I.T.N.BUILDER W/MIN IUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORM W/C-0.43(M.D.&) d.CEF11ON:SEE NOTE 2 BLOW. -SPRUCE PINE FIR SOUTH W/G-C.30(N.D.S.) -MN 1/2-COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEJUNG SHALL BE AS PER MOUNTING TrFE U.SHEET 17 AND 9w.],CONSIST OF .J&SCRENS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOIOWMG ALL OF THE RECCMMENDA710NS IND SPECIFICATIONS OF THE ANCHOR'S MANU-ACTURER. ,,r/"""'•�.� FLORIDA BUILDING CODE(Non High Velocity H,uricone Zone ,,,� ,� z 02017 TVE'0. INC. 02017 ---ASTERN METAL SUPPLY,INC. �„ENs .. BER HA HVTM r� ..A.S S Q Accordion Shutter System /7TI7Lr7EC O N C. . H_V. BLADE X11 W/OR W/0 H.V. WINDOW BLADE t ft.TILUT TESTING & ENGINEERING COMPANY American Shutter Systema Ev.N DLRAWN ICRIP71ON DATE DL.C. 6366 NW.7TH.31..S. JO3.WNLII�IA GA-IDEM,FLORIDA 33164AiDOCIatIOfiF Inc. 1 OLD 15-085 7/27/1 O4TL• 07/77/17 1 4268 Westraods Drive 2 -Ulf lu V% ' Pt-:(305)071-153D.FRN:(305)071-1531 DRAWING VC I. .............. t e 61:tat4coecotcan West Polrn Beach, FL 33407 3 V�V/ORAL F ,�/tL1 'NAL-ER EB-0006719 0r. P.E. 4 7- O7 • rA FLORIDA L<.f 44167 5 s:BEET P.E. Sot/wiGr1A111RE/DAT=1 1 15 OF 20 DETAIL , ON EXISTING WOOD BUILDINGS FOR (D HV & 21 HV* BLADES AS APPLICABLE MAX. HUTTER SPAN L+ OR — FOR INSTALLATIONSLA INTO WOOD WITH HV BDE 1 ONLY SHALL rWAL' ""'s" BE LIMITED TO 105.0 psf, PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & —1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON / TAPC:OV WITH ADVANCED THREADFCRM TECHNOLOGY -- - 1/4"0 TAPCON OR W/1 1/2'Min.PENETRATION �� r TAPCON WITH ADVANCED 7HREACFORM TECPNOLGCY ) OF THREADED AREA TO ��� I 'N/ 1 1/2'Min.PENETRATION OF THREADED ARU TO EXISTING � y T I MN SEPALASS(SEEI EXIST NG WOOD H-=ADER. ! tY000 MEAGER. (SEE SCHEDCLE ON SHEET 15) ) TO Glil45( I 1 OR r (SEE SCHEOU,F ON SHEE'15) ) 1/4.0-2Oa3/4'S.S. MACHINE SOffXA£ON SHEET \ II 1 18 i SCREWS W/1/4--20 NUTS (`—tt FOR BUOE V-AND y O 12'O.C. ON SHEET 19 Ot Z • V V'C _ ; ,'Nin. -- EXISTINGBIADE.S IB t 1 _ OR WALL �� I I I i I _- I• f 1 15 _ IkFlI II-OPTIONAL\ WALL SH y � OFW000 \ EXIIIEADc?t WOOD 1 OR1 2'.4'WOC HEADER REQUIRED I/4'P TAPCON OR TAPCON\PITH ADVANCED EXISTING G y gp,1RAMry1 1 -THRCADFORIA TECHNOL03 W/ 1 1/2- GASS—; IN gEPALASS(gEMin. PENETRATION O1 THREADED AREA TO S7EDUE ON 9EET F `•--- MIN. SEPARATbN TO GV,SG (SEE X1EDOl10FD OHN SHEET 15II FOR�'DC I.AND (SEFHEDULE ON SHEET 11) ) �T 19 FO 4 _.— \ 2 TONT.REO'DSILL ON HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION C1 HV WALL HEADER INSTALLATION -r— ! I I EXISTING -- I _ MI". SEPARATION TO GLASS I I MIN. SEPARATION TO 3.A55 GIASSTING I I �I .� EXISTING ( (SEE SCHEGULF ON SHEE- tt)— I 1 (SEE SCHEDULE ON 5✓EET 17) I, 1 MNISTING .SEPARATION TO GLASS r `/ CLASS�1 (r IXG:ASS•—) 2'X4'CONT. (SEE SCHEDULE UN SHEET 11) s WOOD PLATE I I/1 0-20.3/4'S.S. ' FEO'D.- ' 1SING 1 SCREWS . 1 u t/4.0-20.3/4• S.S.5I t 1 5 MACHINE SCREWS W/ I I I USING 1/4'-20 NUTS 1„ �I IJ y'.•',.•'1^}n.:1, W,� _ 1/4'-20 NUTS a 12.E O ,z•D.C. I I ........ ti u�RNSH I I O.C. ~ i1 /-QOR© r—� T11/'0718\ w 19 /,/ 0 0 l� 2'x4'CONiJ I E 7 WOOD P1 ATE i .I •fir REO'). 1'Mi•1. _ 7 \ 1' Min. 1/4.0 TAPCON OR IAPCON WITH ADVANCED 03 I \ THREADFORM TECHNOLOGY W/ 1 1/2' I \ READE A--SILL PLA ET 1 EXISTING WOOJ.OF T. D AREA TO 1/4'0 TAPOON OR TAPCON WITH A ED ' FORM TECHNOLOGY W/ t - -- �- .__. 1/4'0 TAPCON OR N4.IE Re0'D. PENETRATION OF THREADED C PLYWOOn _ TAPCON WITH ADVANCED SEE SHEET 4 FOR TYPICAL \ ISCC SCHEDULE OV SHEET 75) 1/2' uN.CD)� \ THRCADFORM TECHNOLOGY SHUTTER ASSEMBLY. —WALL FINISH ` (SEE$OiEOJLE ON S1EET t5) EXIS71MG MIN.2'.4' PLYWOOD REO'D. W/ I/2"Min. �EFIETRATON OF 2-MOUNTING SECTIONS CAN BE I STU05 O 16'O.C.MAX._ WALL FINISI4-�-THREADED AREA NTO PLYWOOD CCMBINE]IN ANY WAY TO � -//2"uRl.CDX PLYWOOD REO'D. RFO'D. PLYWOOD TO BE (SEE SCHEDULE CN SHEET 15) SUIT ANY INSTALLATION l^)HV WALL SILL INSTALLATION 11-EXSTING MIN. 2.4'STUDS O 16' D.C. MAX.RECD ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHE)TO STUCS IN ACCOR E A;CCRDANCC WTH WITH SECTION 2308 OF THE F.B.C. Si:CT10N 2300 OF THE ®HV WALL SILL INSTALLATION SEE L'MAATaN:of;E cF HV WALL SILL INSTALLATION Fs.c. BADE 1�GN SHEE( 19 AAA,F, FLORIDA BUILDING CODE Non High Velocity H-iFrlcane Zone LIt111�r�`CR .••T� /�..-_ 0201 131-TECO.INC. ®2017 EASTERN METAL SUPPLY. INC. BERTHA HWA A S S A Accordion Shutter System * /r, E C O 1 N[. . . . . HV. BLADE #1 W/OR W/'0 HV. WINDOW BLADE TILUIT TESTING & ENGINEERING COMPANY American Shutter Systems N• 1xscINrT1oN GATE DnA�nL.C. O[ I SS IA1r.36M.SL.St4.MS.NnGenA G __NS.F_ORCA 3316Association. Inc. t CLD 15-085 7/27/, DATE- 07/27/77 O ' i' Phone: 3IXs)6n-1530.Fc.:(305)871-1531 4268 Westroods Drive 2 ( e-m01:Gltecooeoloom West Polm Beoeh, FL 33407 3 DRAWING No f,J' .• ,\\ E8-0006119 17-107 `4�Q ff--,,CC\'111 WAL'Eq• -IwT J.. a.E. 4 P.EI_SEALgA fJA�4)Pe"DATE FLORIDA Lc.!44167 5 SHEET 6 16 OF 20