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Home My WebLink AboutProduct Approval I _ ME KOMOkORPARWOM Oft rAr BCIS Home 1.Log In User Registration ! Hot Topics Submit Surcharge Stats&Facts t Publications I F8C Staff j BCIS Site Map f Links I Search Florida: LIN Product Approval Ir USER:Public User Product Approval Menu>Product or Application Search>Application List.>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Qualiy Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE E Validation Checklist,-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks . Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independefit Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 rR8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 :::�Berth�HV ordion Shutter-Blade Ext�andbottom) minum interlocking blades retained by tracks 1 OnHVHZ)-Drwg 15-085 (top for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.'INC. DRWG.15-085.ndf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p:s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3. Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 .R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.1)df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a 17M, ECtecY M Credit Card Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA - - BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SAL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF'CON I:T EN 1T S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE,CONDITION,ULTIMATE DESIGN WIND LOADS DETER.MINE PER ASCE 7-10 SKULL BE FIRST REDUCED TO A.S.D.DESIGN WARD LOADS - AREA-): .HV BLADES C7)de BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I - IN ORDER TO VERIFY THAT.CCMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS HQL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION-OF FASTENERS-IN WOOD. _ SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD LAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER - TypDCAL SHUTTER ASSEMBLY 38-44, - SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL - _ -HV BLADE O 1(0214.01-03,10715.01-03. 11004.01-05,81214.01-05, 10317.02-06,10609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLe.D n 0.ND HV WINDOW BLADE hA1 AND E-1996 STANDARDS(MISSILE LEVEL U,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS TARGE_MISSILE. - WHERE APPLICABLE) -HV WINDOW BLADE 0#05D5.O1-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL O,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES oN LOCKS SHEET 5 - INSTA"TION DETAILS A-F,CONCRE7E/BL0CK SHEET 6 2_HV BLAX(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,c6NCREIE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALE.BE 014.2.75-AND 114:1.75•RESPECTIVELY, 410-HT MINDIUM SERIES CENTERMATE .DETAILS TRV SHEET 8 BERTHA STAINLESS STEEL SCREWS WITH 135.0 kii YIELD STRENGTH AND 180 1.1 TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROAED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APP.UCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHML BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD SIRENGTH FOR 6063-T6 ALLOY IS 30.0 kM AND 35.7 Ii FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY, - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL,304 OR 316-AIS SERIES OR CORROSION RESISTANT COATED CARBON STEM.AS PER DIN 50018 WITH 50 Iii MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND,siALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.. ' . 4ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS!304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEOFICATIONS:HV_BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE()&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERDU H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 16-779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART 13Y U.S. PATENT 15.458,179 ISSUED TO EASTERN ' METAL SUPPLY.INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER,ANCHORAGE CONTRACTOR T0.SEAL/CAULK AREA-.3:;HV WINDOW BLADE 64 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MOIST REARPERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL NV AND HD AREA 4HV• WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL FIV AND HD LOCKS. - AR 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VSIBLE LOCUTION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA,BUILDING CODE ONE LABEL.SHALL BE INSTALLATION DETAILS, METAL SND WAILS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE -PERMIT IS-APPLIED TO. 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le;WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPON53EIIE FOR THE SEIECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,CASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPCNSIBILIIY. OBTAIN PERMITS. IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED DMUD IF ALTERED BY ANY MEANS. - (d)SITE SPECTIC PROJECTS SHALL BE PREPARED BY A.FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME IKff ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND:WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. ,00„1„ ... . ... ... FLORIDA BUILDILLLNG CODE(Non High Velocity..Hurricane Zone R A, j/ ii .. - - 0 21115 EASTERN METAL SUPPLY.INC.. . 'r. . BERTHA HV TM �10E16Y'• -, AS S.A. Accordion Shutter System ■ . H.V.61ADE#1 W/OR W/O RV.WNWW aAM 1p--JE. . American ShUffer Systems ::DfSMFglON DATE. DRA"BY, U.L TILUT TESTING & ENGINEERING CO'MFAANY TE Ass6cid#ion, Inc. ,- oLD 11-19z 4/13/1s PATE 4/13/15 xacvMh.SL.St.w.MRCM GUMO5,nORDj 3]I6Pho�a:(3osTe7,-ls3oFm:(305)871-1531 4268 Westroods Drive 2 DRAWING No ` o- 1:6racoocol- West Palm Beach, FL 33407 3 15-0850A;.....`G"\`. ELL-00067.9 ,Qi \;`T`�� W'LLIMM Uc8 4167IER A.TILUT Jr. E 5 - SH ET OF 2O StAI.E'SMD�TUI2E/DATE 7/ -3'.FDR rvm01,MAX© ce .. - VARIES ' _L9La•. 1121• .. 4.371 .. � 54• 4�. 0• p*p' , 4.999' • a• O5 HY_90'/180'_ STARTER HV SOLID BLADE -'a OUAUFIED FOR USE W/ Q 3OHV UNIVERSAL FLOATER COVERED UNDER US PATENT(}5458179 QUALIFIED FOR USE:W/.FIV BLADE � ®HV DIRECT MOUNT HV BLADE Q HV.WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS-OF-USE OF BLADE ® 6U63-I6 ALLOY ON SHEET 19 -- -- LLO1 )CARPER •1.12 _ A 2q• 6063-T6 ALLOY AND TEMPER _ _-3_z2ff� _ 1.500' 085' (� 670' _ _2.670' -. 3.556' ro T .670 2228' - 9- - - __ 072 • _ _ 9!2 0 of - o 1.897' I •�6� - c 1b15' .092' . O7 HV ADJ. ADAPTER •W1LIP 4.,36 120 1.- 0.072= O.Qz C HV WALK-OVER TRACK 920 3.226' QUALIFIED FOR=USE W/ HV 1 ..- ©HV ADJ. FLOOR TRACK BLADE n J QUALIFIED FOR U(S�E W/ HV ( HV TRENCH TRACK W 3.750'-- 6063-f6 ALLOY AND TEMPER BLADE H QUALIFIED FOR USE W IN QUALIFIED.FOR .USE W/ FN 6063-T6.ALLOY AND TEMPER BLADE QI .ONLY. �.HY RAINGUARD BLADE31 6063-TG ALLOY AND TEMPER QUALIFTED:FOR U!�E W/ HV 6063-T6 ALLOY AND TENPER =' VARtES " 1 936' - BLADE(1) 1-915' R VARIES 1.936' 6063=76 ALLOY n D TEMPER 1.917' I .083_ I mI. _083' _083' .-'�_ .083' __ pl .097• _ .093' oD qr - .100' °' 060' n .060• o ryj o 1 ___ 'y .093• _ U9{�'6 . .060' 7 - .060•. _I 670 670 1.886• '7I 670. 3.529' 2 � 0.1 _-____"'-1 � !C�' 5'0• _ � 67Q al 17 HV HEADERjSILL t3 HD CEILING HEADER/SILL J\ t1 HV CEILING HEADER C- �' QUALIFIED FOR USE W/ FIV BLADE(l)ONLY. OUAUFlE 60603RT6 ALLOY AND BLlLDER1ONl:Y QUALIFIED FOR USE W/ HV BLADEC - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDIT . SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-46 ALLOY AND TEMPER BLADE1O ONLY. 6063-T6 ALLOY AND TEMPER 7 COMPONEPT A B T1 T2 - X' Y I. - 2' 0.125' 1' 1• 3, Y aisz" 2' MAX 1/8- 1/8' 3' 3'. 0.090' 8 j 16 2' 5•MAX. 0.192• 0.192• 16 SIDE ANGLES ------ - "` CO CORNER POSTS QUALIFIED FOR USEW/ ALUMINUM ANGLES2.5' 7'MAX. 0.190' 0.190' / HV 19 -QUALIFIED FOR USE W/ HV BLADE_( QUALIFIED FOR USE W/SHV --- --- BLADE n . 6063-i6 ALLOY AND.TEMPER GUIDE 01 ONLY. .� 2' 0.731• .6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone .. .. .. ..(0 2015 EASTERN METAL SUPPLY.INC:. . 0. BERTHA HVTM Q ENS _•. . Accordion Shutter System /7iLFEqoNc. \ A.S■S.A. ({V,RAM#1 W/DR W/0 FLV.W I DON BLADE k American Shutter Systems MV.NJ DESCRIPTION DATE 'DRAWN BY: M.L = TILLTT TESTING & ENGINEERING COMPANY Ct= Association, Inc. .1- :"OLD"11-192 4/13/15 OATS: 4/1'3/15 STATE OF W� 5355 NW.36th SL.51,.305.MRGR6A GARDENS.MOPMA 3316 PNae:(305)871-1530.ra.F(305)871-1531 4268 Wes(roads Drive 2 _-•_.- DRAWING No 0 `� .-tea:6uaco0ooLopm West Palm Beach, FIL 33407 3 •••.: ..•''V'\ ` Ea-0000719 .. 15-085 . ssl NA�� S`�� wAL7EB'A.'murr 3E-P.c 5 SHEET 7 FLORmA uc.p 44167 2 OF.20 P.E. S7Y!@�i 03i;WY RE/DATE 6 D I P-2001 x' 7d.y' 2.490' ._ J J �t a--xo DE CAST Eriun0. 2.2 745' i --I..Q"�. �. S 4. 'ttRFAPED 84tEP PMNt[0 1/4'-20 i11FRIN I) tE CAST A' rne} 3 m "WENT) am " 0 S1` m 7 Us '0 ' r. vain n 1f!/ _m o - CRESS TURN .A`Y7Sl.. o•i ! �• � �6R456.CY1ui0ER f5t45^CttROEH -- 29 N C N R ATE �Ra7 i_ 7 a KEYS TOMOur (CNITME POYm ' ,, �� o. Iso 1.szs- - f ,.,,�' •„�,OCK QUALIFIED FOR USE W/ HV BLADE 1D&®ONLY e2`1 V T ° - �. HY-EGR 6063-T6 ALLOY AND TEMPER OUAATTSSffT1ED FOR USE W/ IIV BLADE t & i ONLY er�3 _ 3.02x` - .If7" OUAUFlEp OR, SE W/ HV QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER BLADE(�& ONLY, BLADE('1)& (0 ONLY. HV CORNER C� T Rued; 2.674' QUAUnEo FOR USE Vlj Hy SLAQEC1)ONLY �-OD. t6• -- 6063-T6-ALLOY AND TEMPER PLASTIC HEAD •' 516 1.756'• . .922. ..- 4.045' _ 2� _ MOLD CS REY m ^2.07y' OT'1 � >� O6+ o r 5.� :300'AFTER RIVETING' @ -a 1/4-0--20 x 3/4" BEFORE RIVETING .. �I. _ S.S.*THUM@SCREW 1/4 16-20 RIVNUT* w .. ..• o :: m m' °."• - SERIFS 9464 ALUMINUM(2024-T3 ALLOY)LARGE RAIG'E Tin �,�x,...._._—_�-� Row aEVATION —( .. $tUET Nsi1SDi[ ART'{D8. 822' F.. 2Q As t4ANUFACtUftrt3 EY AYOEL LHERW TE OM.PARSIPPD4Y,NEW Jp?ST.Y 07054 OR ECILV_ 11Nf1 `"0"T°F R0N I�MALE "T" LOCK CENT „56„` — {{}/. �" L'O'CK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR:USE W/ HV BLADE 1)ONLY SIV FEMALE T LOCK CENTERMATE @ . 6063-T6'ALLOY ANp TEMPER QUAUFIEO FOR USE QUALIFIED FOR USE,W/ Hv� QUAIiFiED FOR USE Wj HV£}(.ADE TONLY OUAUFIED FOR USE W/ HV"BLADE ONLY iiYY W/HV:BLADE(DONLY. BLADE{,T ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6ALLOY AND TEMPT Q � ro 0663' -.` { Q 0 r' I I ^"'� �THUM6TURN .214' :063 -.062 •! —N—aR n .214' '-°� ( KEY CYUNDER -�� I� t•J ry -_.� 0.!}75•Min. l3 HD CENTERMATE/W 0 OC ( -ROD C E C G.. q m .;o �o � 1 .723 Mu. S� QUALIFIED.FOR USE W LTV BLADE(9&.&. A QUALIFIED FOR USE W/ FIV BLADE. T & UA I _ 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER CENTERAtATE'S INS9RT � vaRiEs, tz MN. QUALIFIED'FOR USE W/ HY.BIADE(1)& to N o t/C No 5.5.M s/a4-tau 1 1 Q' 6063-i6 ALLOY NO TEMPER 'I —xETAL 7tiUY85UtElPS. ISM 017, ) .. £t/2' CYLINDER RN LEEY=. ... -- -_ -.._._....u, *i5• es�Pmvry6 - t 140 OR KLY .. "'1•m� • i --....-� _-_. .. 1.57 Mien. CYLINDEN .LOCKING RODA }f_ OUALIFIED-FORUSE W/ HV BLADE 01 « 375'o r� y,�� / R 1/am ® D LOCK ..�� 6063-46 ALLOY AND TEMPER HV_3/8.iil 6 ACETAL `•+ HV 1J 4' GT"20 'AIS 304 BY,REGENT HARDWARE MOrRM LOCKS SERFS 23$3 HOOK DOLT LOCK. d �5 INSTALLATION WILL REQUIRE A 7/16--HOLE THUMBSCREWSS.S. THUMBSCREWS QUALIFlED FOR USE W/ W 13LADE 7Q& IA ' DII�iILLED AT TRACKS FOR PROPER EMBEDMENT ..QUALIFIED F µ I(N q V BIADE.(1� QUALIFIED FOR USEWj HV BLADE(1� FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone ........... ✓,�1��i .. 0 2015 EASTERN METAL SUPPLY..ING ��cl rasF ',• .� _ BERTHA HYtM =- JL1Efl INC. AR ■S,A■ Accordion Shutter System �j KV DE RAM#1 w/QR'W/0 KV.WHWW MA American .Shutter Systems k7.,. TILLIT TESTING & ENGINEERING COMPANY PESGiaP8ON PATE DRAWN 6Y: WL, O'• P:' =5 N.W.36M.St.St..305,VRGMA GUMM.q.ORDA all A�$OCTCt1bF1, Inc. 1 OLD 11-1s2 4/13/15 GATE: 4/13/15 Pnen0:(305)6»-1530,Fax:(305)671-tut 4268 Wesiroods Drive 2' 4 F'•:.••..... C�++� -w:LtW00001-- - DRAWING N0 �s$1d1�A� a+++ 03=0006719 West Palm Beach, FL 33407 3 _085 ry'Y77///11H1111111\L+il WAtiER'A'Rplf Jt.Y.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA UG.9 44'67 6 SHEET 6 3 OF-20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV '/B,°I' 12-MIN. CE 41 TO BLADE T P 9625 Q HV BLADE 1 40 3 i E[ICE 1A 1s7s'1� 5. ® HV BLADE _075 02 1A — I �; ! fNv WNDOW BLADE !;5- 7§_ 625' ® II c BLADE'S :1875' Y HV.LONG RECESSED NYLON BUSHING I Xq��¢r I n KNUCKLE-N" OPENIN 0625 1 D.o6?5' � 39 F¢ r 1 (TYP) HV SHORT RECESSED NYLON_ BUSHING a - - - S FIAT POROON I R I.750�/ ® HV NYLON HAT WASHER O OR (0 ry y 4 i RA a oR f 3 50 — 7 Q HV WHEEL CARRIAGE AISI 302-303 SERIES I I " <Y 40 n r ��62.BT5o• X _u f' 0:870"x3/16' THICK NYLON WHEEL. .- -- _3 I. - _ -- I- 3 - _ - - _ .. _ n_ __.. 2 7/8'-N:N. / DOW - - . ..CLEAR I _ - A__.__._I. -I-43i t,o - 03. 0.1860 ASI 3D2 SERIES S.S. RIVETS "1 ' BE7WEN - 03-7500 I :- .0625'10625' I ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR ;Il opmms 5 3T^ - .7500HV 2 3/4" ACCORDION PIN W/ }(8 HEAD .- l -._ _ 41 47 4 •-CLFA4' °B°'�nEVAnw _.._... . . . .. . ._ .. Ip _ ... .,. POLYCARBONATE IMPACT RESISTANT HV WINDOW �-1 �8 TYPICAL HV WINDOW BLADE AND ® I I r ! ' f - POLYCARBONATE W WINDOW DETAIL I QOR ® I 4 or 3 ® ` I I J N,=.5. Nom FOR REOUREMENTS) I (DOR I ` J 7!c Y R 0t!LNjEIMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1z'1111N. ICL To BLADE B McE RESINS, UV-STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN * PINEOUIREMENTS f Po EXTERIOR BLADE MUQKI�E FOR6 I ! I `� (SEE NOTE 'F' ON SHEET 19). HV HV(11 0 (1) FP/ PIN ® SHALL ALWAYS BE USED AT ALL EXl'ERIOR I BOTTOM KNUCKLES OF I4V ACCORDION SYSTEM W/ HV 1Q OR j ! POLYCARBONATE SOURCES FOR 4 EXTERIOR APPua�c HV BLADE. TYPICAL SHUTTER ASSEMBLY '1 ,;pGl Pna[rta swaRO , N.T.S. , HV PIN O OR 9. AT 1 R6IIffNLE �� (2) 1 I PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT EXTsOR BLADE'S KNUCKLE. I PlD;i= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O ao 3z+' (SEE:NOTE Fort SPEcm ORxM ASTIA 0192 0.0.3 m/W am M/rn BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. Dae iT O 1 REOUIREMENT5) I .. : TEN91E rElO SBRNCDI A5N 0678 9.+W D-a+. R.S.;,.Yl ;I. FUDOURAI SmENG1'1 N Y11-0 MW DNO .Izuo"-411. +1 P (3) HV PIN © OR @ W/ 1/2' O.D. 1/16".THICK S.S: WASHER iYP O y I FUDWIR,LMD01 US ASN DM Ma0wPo-:. 3.3.000o-v. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. � � III III Dom` SHEET Amt D756 Ua rt-A! n Fr-e! I I! FEELWHEEL CARRIAGE DETAIL sVOYE DL " Am M43 .72 s aa.s:ux ASSEMBLY LAYOUT PATE of 9u ama ?.w 063s c-I awls c-I-F N.I.S. 9LTi Yi0iY1N ASw 01929 1010T 990'F ATM 6155 70151E MINGR1..11 ASIY 639 0111 P_'t m.D P", Cl) HV BLADE SOLID & HN WINDOW BLADE DETAILS iFNSDE STRESS BEFORE WEATIUM0 ISM M 616I P,.. 6 w"I N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone q 2015 EASTERN META.SUPPLY,INC. BERTHA HVTM AL V L S LA■ IL E C O ��. Accordion Shutter System c H.V.BLADE#1 W/OR W/o KY. WI=W SAM American Shutter Systems IEV.fk DESCRIPTION DATE. DRAWN B1':.u.L _ Y TICCIT TESTING & ENGINEERING COMPANY •*° Association, Inc. , -oL.O n-1 s2 4/I3/Is DAte 4/13/15 • "I/tT�'pF - am NM.J61n.SI..S2a 70.5,YXQM GM ENS.RCROA 3316 O' Phono:(305)871-1530.Fox i(305)071-1531 4268 Weslroads Drive z DRAWING No F'., pRIDP •.'c��`� e-moa:Latec9ooa.oeln .West Palm Beach, FL 33407 3 I.E. ENG� �� WALTERF AnDniielJr.P.E. 4 15-085 P.E. S`pJit�@ fUNRE/DATE FLORIDA L'•p 44167 6 SHE 4 OF 20 .. .. ... . .. ... M."Iff-l -r NOTES ON HV .LOCKS ANO CENTERMATES: 9 E. a u N s 7 0 -A�Pc•y�a 1• �� .�1.ONE FiV LOCK�or®SHALL BE USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN ^l7 OR 12'ABOVE OR BE OW 2 OF SHUTTER SPMI FOR SPANS UP TO 105'.AND.FOR INSTALLATIONS T ANY ELEVATION. HV LOCK(2�or g MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 01 OR CENTERMATES W/(2) 1/4.0-20 x 1/2"LONG RAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON - TYPICAL SHUTTER ELEVATION. 0-C. 2. ITION ft IF DESIRED, FOR DEIT(:R PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV 116,�� LOCKS qj ; OR(2§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q OR SHALL BE 7S,INOICATED ON NOTE(I)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. —71a_ Nve r 3. OPTIONAL CONDrtIO' #2 NAUD ONLY WHEN MMP RY CONDRION 0.1 OR LIMrtELI !�uLLTORV CONDmON 02 1S USED W/i1�lQ_HV. LOCKSI: LOCKING RODS(3�ARE NOT REQUIRED AT HURRICANE POSITION, BUT AIRY 5, go 50 ani4� ¢,y" � BE USED IF DESIRED TO,ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTIION). IF 4.MANDATORY CONT g/2:ONE HV LOCK(Fj ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN _ _ _ o AND INSTALLATIONS AT ANY f1EVAT10N. HV LOCK or 0�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q CORNER CENTER MATE W/(2) 1/4 0-20-; 1/2::LONG FIAT HEAD S.S. M.S.TWO LOCKING RODS AT TOP.& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. bl� Not`-lNrc I I MAXIMUM SHUTTER SPAN SFW1 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. LII �_ rQ 33 IN��A'•' ONE ALTERNATE HV LOCK Q MAY BE USED*3 M Y OF E LOCK INSIDE FOR ANYNDE PANLOC AND S Y� INSTA'LIATIONS AT ANY ELEVATION.ALTERNATE LOCK. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 't. POjj w, OF 1/4'0-20x3/4'S.&THUMBSCREW TO @ OR 4�CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. Ny'�0 bg� RNNUT AS SHOWN ON SECTION IM SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1LOCKS AT 1/3 OF SHUTTER SPAN. 6. 4!N2ATDK1'CONDTIION 0 FOR KEYSTONE MOLaTT!NG INSTALA7fONS ONE HV LOCK 0 or t�r or®SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. F41661<1*oror 8 114Y BE USED AS AN INSIDE OR =141OUTSIDE LOCK,ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W®(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE END _ _ M.S. LOCATION OF LOCK SHALL_BE AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/® CONNECTION _ ORTOP AND BOTTOM IS COMPLETELY,MANDATORY. DETNI.S ON D SITE[TS 10 k - Ia,T1T. 'FULL j " -� NOTES ON HV "T" LOCKS AND: CENTERMATES- HE l OF CORNER 1. SECOND ALTEFKME TO MANDATh:COIIDMO" /1 V/UD O Y FOR HV 9'LOCI(M ibK4i CENTERMATES AND 1pQ80�N°o' CENTERMATE ONE ALTERNATE'HV 'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS" OR Q.�FOR ANY SPAN AND 07 -(pD-10 ,@- INSTALLATION AT ANY ELEVATION:AI.I NATE LOCK 0 YAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT LJ �/ OF LOCK 0 INCLUDES USING'RE3NFORCING LOCKER f1-J7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 100 , a�•�w 1 .1f�j DK ----- CONNECTED TO CENTERMATES� AND�&W/ 1/4"0-20 x 1 1/2'LONG S. -THREADED BOLT W/7/8'0 x 3/32' J•(` O O• � WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RNLL NUT:LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (6 7 ox 6 7 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 1g TOP AND BOTOM IS MANDATORY. U•i s tP 09•q-3)-(@-�s«1�,•fiat *NOTES QN HD LOCKS & CENTERMATES: 1, - - c—�' (^ ONE ALTERNATE HD LOCK(�� MAYBE USED IN UEU OF TYPICAL CO HV BLADE SHUTTER ELEVATION HY LOCK3 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE I=.ATTACHMENT OF HO LOCK 1�TO ff�IS W/3#8 x 3/B'F.N. SSA.S..AND INCLUDES REINFORCEMENT INSERT @3 AS SHOWN ON SECTIONS HDB-HVB AND MDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @IS COMPLETELY OPTIONAI- FLORIDA BUILDING COD (Non High Velocity HUrdCGnei one �```•`��R P. ®2015 EASTERN IJEIAL'SUPPLY.INC. P " " BERTHA HVTM E ;�- ASS A KV. Shutter System .BLADE#1 W/CR W/O RV WINDOW RADE American Shutter Systema REV.W DESC JPT104 DATE DNAWN Bi: Mi TILLIT TESTING & ENGINEERING COMPANY o STATE OFro C DJSg N.W.JG1R SL,`.e.195.ND9PU CAMW.RD9IIA 171 Association, Inc. , Gln 11-192 4/1s/1s DATE: 1/1,3/15 Phone:(:W)1171-1530.Fox:(305)871-1531 4268 Westroads Drive z• DRAWING No ';.A:6ncrooaol. . West Palm Beach, FL 33407 3 WALTER A 71LUT J,P.C. 15-085. Lai`` FLOROA U�.a 441G7 s SHEEP P.E. SERC}�1t N1ZtURE/DATE B 5 OF. 20 .. .- CRETE ANCHORS -. POURED.CONCRETE.. . POURED SEE SCHEDULE ON OR CONCRETE BLOCK (. REQUIRED 1/4.0-20x3/4•S.S. POURED:- CONCRETE- SHEET 13) - CONCRETE ANCHORS. MACIUNE SCREWS CONCRETE REQUIRED RE.OUIRED - O FOR. (SEE SCHEDULE ON w/1/4'-20 CONCRETE ANCHORS 17 I8 tx)IE(SEE uWMwc iVl ON SHEET n SHEET 13) NUTS O 12-A.C. (SEE SCHEDULE ON SHEET 13) _.. 2 0R 14 Min. S.S.-20:3/R4EP1S ---- •0 1• Mn.. _ E E MACHINE SC '0 -E -- USING 1/4•-20 NUTS - 2' r I _ E.D. /2. .250•Max. =--- --� O - -- ' - 13 on 15 J`.. .250'a.. .250•Mex. D/ r I_ I Max. . E.0 wk!'f - U.• t t OPTIONAL i ii / 111\�PTIONAL (Tr sPRw" - - _ I . TO GLASS(SEE - _ _. - _ _ __ . --- - _ -- _ MIN.SEPARr1T1ON TO GLASS _ 1 ).']II FOR 9". 1Cj�R ®� I t .. ^ DUSTING SCHEOULE-ON sHCET 11) E)OSTING i ON Sfax Eft EOR =-O' GLASS WDLSLD Q9 i' MIN.SEPARATION TO CLASSGLASS--i___ '--1 I`(SEE SCHEDULE ON SHEET ll)- EX 1) .. - .- .. E%ISINC t r^� (A HV WALL HEADER INSTALLATION --- 0 HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATN7N i0 GLASS IX19TING -. _ _..— `( (SEE SCHEDULE ON_SHEET I GI.�155•--� r0 acs(Si t 1 �R �• MN.SEPARATION TO CLASS I E'I t ASTING CL SS L H MR MADE IUA•J)- (SEE SCHEDULE ON SHEET 11) (SEE a 961 18 RR ILS Ltd ' OPTIONAL was mA4�i p,, (N E%ISRNG - ice- CIA 1/4• \ i( t E + \ Max. Fiii Ili _( I t 1/4'Max. 1 Il aPHONAt_ - � ' I�. -'( II F E.U.4 • II t EQ R 1 i' 1 21OR 4 L --" \___1/4.0-20x3/4•S.S. II Mia i -• PHILLIPS TRUSS HEAD L 1/4'0-20x3/4•S.S. PIIIWPS /,///fff t. MACHINE SCREWS USING _/.. CONCRETE ANCHORS .TRUSS HEAD MACHINE SCREWS IV, _ `, --_ - ONCRFTE ANCIIORS ///♦ 1l 1 18 i 1/4--20 NUTS® 12-O.C. 1-(SEE SCHEDULE'ON 4Y/ 1/4'-20 NUTS O 12T O.C. (SEE SCHEDULE ON SHEET IS) �/ 1 - Min. POURED CONCRETE— SHEET 13) POURED CONCRETE � 1/ CR'CONCRETE BLOCK OR CONCRETE BLOCK _ - y- WNCRETE ANCHORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION / (SEE SCHEID LE ON HV.WALL SILL INSTALLATION - POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (E� HV WAL SILL INSTALLATION HO IV.FOR COMBINATIONDP=DN3: INSTALLATION DETAILS W./ 1-SEE SHEET 4 FOR)YPICAL SHUTTER • E 0. F EDGE DISTANCE ♦ SEE L1MIl!ATK)NS OF USE FOR '1) `/ o ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE C/�ON SHEET 19 �� N• BLADE 2- MOUNTING SECTIONS CAN BE COMBINED - - 1N ANY WAY 10 SUR ANt"INSTALLATION. .. FLORIDA BUILDING.CODE(Non High Velocity_Hurricane,Zone .. .. .. _ AA. IA ... .©2015 EASTERN METAL SUPPLY.INC., 1_0 \\PENS'*%!9 BERTHA HV TM /T1 EC O tN�. A■S■S.A■ Accordion Shutter System RV.RADE N1 iv/OR w/o:KV.WINDOW t)1ADE - !//2j/ Amer(cdn Shuffer Systems •N .DESCRIPTION DATE:- -DRAWN m: M.L. (f C7 - TlI11T TESTING & ENGINEERING COMPANY 9. SAT OF Q Association. Inc. 1. . OLD 11-192 4/13/15 OAtE :4/13/15 •(V 6=,N.w.]GILL S1.,Ste.305,VIRGINIA G!AOEAS;TLORDA Ott 4268 WestrO0ds Drive '2 imo,9:(3os)eTI-15Jo.Fax:(3o5)e�1-iSJt DRAWING No o- 61:wt...0.0com West Palm Beach, FL 33407 F FS •::......:.•G� 15-085 EB�WALTER A�rUUTT P.E. "lin ) uual 'ELORm uti.!44167 SHEEP E..S. 1. NATURE/DATE 6 OF.20 CONCRETE ANCHORS' I 'Nv SY/?ATAN I ,(lam 1.-0 i uaJ,5�uu1JON --Oj POURED 1 OR Ln i 1 L ro aAss cONCRETE (SEE SCHEDULE ON SHEET 13) I ro 0-ASS(AE DUSTING I ,( 0 a"' p EDUE d!SHM REQUIRED 9O FDCE OF 1�y�JaS� ro d slFfr 11) i F. IF D. APPL1IC.ABLE EXISTING GLASS IRI a4ET Iq i ALTERNATE EXISTING I l i !.Gill." i i ..: i t I i i i .� i i C1455 I. a #10x3/4-HEX WASHER HEAD I I I I f i 11 DR W13�15 J/e Nw. TEK sw£vs® 1z`o.c. ; FOGE of ir CONCRETE ANCHORS y I I APP�GBLE --i 06 , 7 I (SEF SCHEDULE ON SHEET 13) E t I EDGE OF "STING l I I EDGE�_� ili I SLAB IF p GLASS SL19 IF �... I /1/2 -a1.-1. Eaf,E OF / APPLICABLE - /1 APPUGBLE - E.Q: -EO. V -S� POURED IF PO ED.w•I.9YHWIRI APPLICABLE _I FIAT HFAD CONCRETE ANCHORS SaED1E al SIM / CONCRETE D.� REQUIRED (�-E SCHEDULE ON SHIFT 14) PoURED-! _ _ REQUIRED tl EMADE ET la AM 1 OR Q��CONCRETE - - _ _. -_ r _ _FIAT HEAD CONCRETE ANCHORS aAJEs(DAa REQUIRED E_D. - E.17.'•---_ -(SEE SCHEDULE ON SHEET ,4> - - 11 .DRENCH INSTALLATION - VALID ONLY FOR UP TO+70, -75 PSF A.S.D. /1 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER (D HV FLOOR INSTALLATION T SCHEDULE #3, SHEET 11 (G) HV CEILING INSTALLATION IpIspNGJ i01-SP4W110N ._._.. CONCRETE ANCHORS SSS I Fd s.Wwiml (SEE SCHEDULEJON fR•sen 10 SHEET 15) 1/401 f o- ON9 LI) I I( FXISDNG _t .. gee _ rECTPKCUW OR 1/<•.F1TAgS � ! GLASS—' G1155 la maE pu 9m tt)EXISTINGI - `l CS-I — FASEtFRS TFPPOti ANCHORSWIVrI 1]/4'KN.EYB�JJ O 6' I �1(R[SOOIAAf d I I) 1 .L FUR UP TO V-w SPI.Y 40 1�1 a•as FCR SPAS IARCOi Pm LI I I 1/4• k vAiuwr AT VEIRY F�i6ttT.Lv IiALLAX YD E (TYP.)(ME N=T}6V a¢T H B 1/2• Mme' `C AOR UMRAIIpIS 3IB -. MAX. 3 i �j� p♦ #10x3/4-HEXVE�_ oR 15 WASHER HERD c0rar.SUJiWf—:i uaE I i TEK SCREVIS 0- O 12.O.C.#LSx3/4- FIE)(HEADIr_ / 1/4M2W/4-5S YS TEK SCREWS 0 9-D.C. 3 ! O F- #14x3/4-S.D.S. -20 NUTS CONCRETE ANCHORS _ _ 7 J/'OR 1/4-0-20 S.S. M.S. 9-0.C. Mox.W/NUI4A 9"O.C. -(SFE SCI{EDULE'ON - :I• :.• / / �O I WALL M NON C RIATNE AL ..I-iiia- OR 18 1 2• •._ ��i' •-,;a 2.O .} \_1WL IRL(pEC.RAINE I 1, I SHEET 14) EDGE OF LG 17 O / 17 18 .1:•• E.D.E:D. SILL) SLAB IF ,1 \ �#14w5/4•F.H.5.0.5. �,' + MIN. 1 7 B-�! 1 7/8 APPIJCABLE Y - __CONCRETE ANCHORS NOTE 13(b) \\\\\\ O.C. _ n1lKP EL'm .EHE SEE SEE NOTE 13(b) , POURED CONCRETE (SEE SCHEDULE ON ON SHEET 'POUR ON SHEET 1 ED CONCRETE OR CONCRETE BLOCK SHEET tA) OR CONCRETE BLOCK REQUIRED 'REQUIRED KEYSTON MOUNTING.INSTALLATION OPTIONAL POURED K� HV WALL FLOOR INSTALLATION uA<w1Jln Asp.DESIGN w+auRE sa,n wT CONCRETE- C% (L� �V WALL WALK—OVER.INSTALLATION VAIOAIFI sa11TER SPAN e•-p- RCOUIRED (J� HV RAINGUARD INSTALLATION t NOW-. ij_OTF FOR COMBiNAT10N OF SECTIONS • IMIS INSTALLATION REMOVAOLE WIHQJ PSHALL R ORMED E. D. =EDGE DISTANCE ADJACENT TO AN CPERABLF EXR SF.E IINRATIUNS OF USE FOR - 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE LA ON St1EE7 19 INSTALLATION DETAILS W/ (7 HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone N..fit AAAA�i R9,2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM ��CENSF 9 --; r - Accordion Shutter System L nln t'f,7 _ 7TIL E C o INt. A.S.S.A■ N.V. RADE#1 W/OR W/0 H.V.NIPDOW RADE *; _fyca/iJ':*_ American Shutter Systems EV. DESCRIPTIC" DATE DRAWN Bf: N.L -a'• `STATE OF TIWT TESTING & ENGINEERING COMPANY ;LQ` Association, Inc. 1 - OLD 11-192 4/17/15 OATS 4/13/15 6,155 N.W._%M.St•Sts.NDS.VR A CkROEIJS,FtORRN 331 ¢268 Weslr.ads Drive 2 R ` I..._:(305)871-1530.F..:(305)871-1531 DRAWING Na -,Aaa:tatec.OPe1— West Palm ©each, FL 33407 3 ii�e .•- ��\�� D EB-0006719 4 15-085 AAg'S �/S/ONF1L�1`tL�O WAiOR.A lTI Le 44167 .. P.E. SF�+LfSIu"N6'E/DALE s SH7FT OF 20 ..ILSbN SHEETS 10 &.. - SEE NOTT'S ON LOCKING RODS HV LOCKS 2) oUl 90 IN r INSTALLATIONS W/ 1 HV ** AND A1lRNATE HV LOCK�ON SHEET- �DOSTING GLASS BLADE SLACK DUAL INF IS VALID FOR ALL BLADE W/7 HV..CENTERMATES GFllTEHOATtS APPl1FlAtIUN W1TH_B!LcEOo Qax��a©'.7Oaa®"1Q'Q°" OR 2 D WALL CONNECTION 1 D• 54 @OR6Z a .. EXISRNG GLASS DETAILS ON SHEETS . O.O'©06O.0•®ce 2•.2-.118•;0`-2 + ®•®g oa©9•13 m 19,@ 3 1/4' 7" _-_.. .._.— 6 1/2' ---- — 7' (6083-T6 AUDI)ALUU. OPPOSING SYMMETRYCA ANGLE W/(2) 1/ 0 TAPCON 1/2'ANCHORS To CONCRETE !- ce©• - CENTERMATES CENTERMATES MIN.SEPARATION (TOP/8071011)6: -810x3/6'S.N.S.O 12' TO GLASS (a)g1m1/z'_s.us.to TUFE D;c,FULL LEr circ, W/ HV LOCK or 5 W� HV LO— CK ��- or 1 (sEE scHEDu1E AT EACH AN (TTPI. - _ _ _ -*__- ___ _ * _ _ _ Z *_ ON SHELT 0) 5 _ 90 * — 10 1/2. 2 ©ax®�©•�a®�10 •Q3aR L� ® � �* WC10•�°©',�©•©� HVB ©ce®°"©aOce®ce1Q•�a" POURED CONCRETE OR HVA �,�• EXISTING GLASS CONCRETE BLOCK WALL ©.0.©w©aO.Dly1(fiL 1Q•®aa©.�ce©•©ce �_ REQU ED — snNc-Q•®"�•®°�®•�OR` SYMMETRICAL * IN 6 �Q'�x�.'0'®" MIN.SEPA ll.ON ECL S —8 •®qq5- Q«� `_CLASS CENTERMATES Q.®aR 1®•©8 oR®•©a TO GLASS 5 —. CLASS O * OMIONAL (SEE SHEET II) ©— %�'y,* brn W�_F(V OC s: /__-_ INTERIOR) ON SHEET I I) .. MSEP WN GLASS ON ®. ARAT (SEE SCHEDULE I N OPTIONAL ON SHEET 11) .(INMRIOR) _ OUT --- -- �CONCHLIE OJ 1 ANCHORS C. \ 16 O.C. I 1 T I'J'J m ® * �L VARIES 03_ // I�* OUT 6 1/2-MAX. SLACK _- OUT (EXTERIOR)OR) V E H V F** HVDFLORIDA BUILDING CODE(Non High Velocity NUrriCCne Zone .. .. .. t�`�g .A.:.r.►.c, 0,2015 EASTERN NETAL.SU.PPLLY ,INC BERTHAHV61 EN lL /� Accordion Shutter System ECO INC. A. RV•aaDE#1 W1 OR W/0 KV. WIrr M BLADE *? (� �1'T•*_ TILLIT TESTING & ENGINEERING COMPANY American Shutter $yStemS EV_ OES'CFWTION DATE DRAWN fly. Y:L. .OL. STATE OF '�G 531 M.W.36U-St..Sta.305.VgGMA'GNMoC.FLM Association. Inc. � 1 � OLD 11-192 4/13/15 DATE: 4%13/15 4268 Westrocds Drive .2 �itj- Ph—:(305)871-1530.Fa:.:(305)021-1531 ,. DRAWING No '. :• F�OR10P•:�� a maXoMooCe°19<aa West POIm Beach, FL 33407 Ee- 77 ` 15-085. YG J 5 SHEET j�.L:.•N�\\` WALTER !J,P.E. P.E.,9'C�LA�{(�IV(IiC?nE/DATE ,. 6 8 OF 20 ALTERNATE INSTALLATION. W/HV "T" LOCK. �0 HV MALE/FEMALE "T" LOCKS CE'NTERMATES gJ8 9i & LOCKERS W/C1� HV BLADE_ SrF END CONN ECnON DETAtIS:oN SHEETS 10 & 19 INSTALLATION n HV BLADE 'I,, °�"'z GLASS W/- HD CENTERMATES t ifs OUI• IN. I OLADE05TACK WAIL I/'?.wDrwTED a•+sIEaT e. AS WELL AS umvER9AL F"m0 DUDE®DEri1L HOID-NVD. INDICATED ON ROS SHFET.WT BE USED WTH TILS K 06TAl1ATKNF LKYAIL 11M S1 RN N nE g4m. RC END WALL CONNECTION DETAILS ON SHEETS 10 & 18 :. _� 0 ®n� ®�•� _ 35 (300.3-m AUDq ALuu. . - - - - _ . _ - --- ---- ---------------- - -- ------- - 1•)I1o.VY sus m nmEl i hoa/a•sus 0,x• _ ..---- - -- 7� - �. AT EACH ANGLE-(T•'P) Mr-EUIL UW �k (4)H - I NN. (4)11M. n•L_ svA�Anw.. .. 30 HV "T'• .---.. PINS(TTP.) 7 a/.- R'N( •) isa m01E-U $ i 3 LOCK (INSIDE) I .I 5 UT 31 oR 2 I g3 31 DR 32 31 DR 31 oR 32 ® 3 2 z -1/4":0-20 x 1 1/2" S.S.M.S. 4 35* (DPncw) *$[[NOTE 6 FDR HV LOCK®. # © W/ 7/8"0 x 3/32" wINGNUT. wnwpt)HDB-HVB OUT HDC-HVC T'LOCK.ON SHEEP 5. SYM1A€TRICAL HO'CE_NT_ERMATES ©0 HV "T' LOCK (OUTSIDE) SYMMETRICAL.HD CENTERMATES (EXTER9R) LOCK T RIOR t SES�9�N��4/�ALUWMM AL �VG* W/ i� LOCK W/!� -I XT ALLD7 LARGE FLANGE 11WE ®°4©'Om® 10!®"• SHEET NUISnET,PART i 0870. 108®n®•@a©•®c•- .. AS MANUFACTURED ITT AVDEL QfERR! v TEXTORN,PARSn'tW,NEW JERSEY ©• 7O•©n©'O'®� WO OR EWAL_ -. -© #sz Norzs m 10ODrvG aom®e rm®Loos aN s¢Er e \ Q \\-�� / ©._.•- ##tRiVOt•X RAMI.SLA.0 OEAS N*0 IS vNDD Iw NE.EDRvwns.nvanws 30TH nADEO HDD—HVD*# FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione A.T!(��T/j' - ®,2015 EASTMN MET&SEIPPLY.,INC: VNCEN 1.* BERTHA HVTM F == Accordion Shutter S stem /�i E C O INo. A.S.S.A. KV.MADE#1 w/OR w�0 KV.WINDOW MADE. Amerf. Shutter Systems zm No uusclaPnoN DATE DRAWN By.'M:L e STATE OF TILUT TESTING & ENGINEERING COMPANY MsoclationE Inc. i OLD 11-192 4/13/15 DATE: 4%13/15 EJ55 W.Sun.SL,SI".35.WeG M GARDENS,FUXR 5316� ( 4268 WCStrOOd9 Drive :2 - '.305)871-15.30.Fa.:(3.35)671-15x1 DRAWING:No " "®eBoa9.�." West Palm Beach, FL 33407 i F 15-085 NAI E �\�`` WALTER A'TILUT J,-P.E. ///F 17' N\ rLORDA 4c.1 44167 5 SHEET P.E..SEu��'I�I�ATURE/DATE 6 9 OF 20 --POURED CONCRETE OR -POURED CONCRETE OR CONCRETE OR CONCRETE V\ CONCRETE DLOCK WALL OR CONCRETE D1ACK.WALL REQUIRED 13LOCK WALL REQUIRED -11 REQUIRED OR CK WALL REQUIRED GLASS EXISTING GLASS CONCRETE ANCHOR EXISTI C7 v LASS S Y MIN - EXISTING CLASS MIN�ARARGN -2•MIN.- r- TO�(SEE ABR SEPARATION F MIN.sFruunoN Eo I EQ - TO(AM((� I 1 SLAADE(DAnv TQ sass(SEF SHEET _ - I I azz.(SEF I I SLIt71lLE ON BEET 1/16•x3"MAX.--� .. ON%M 19 FOR II�_BL�O .t. t `.,QIEDUE ON SHEET 1I FOR BADE DAND (6063=16)COM. ��&® / \ - - ON SHEET 19 EEnDE50&FOR 1/2 - 1t FOR pN SHEET 19 FOR ON SETT 19 FOR ALUM.CLOSER BASHED& _[ITOII[R SIDE) _ _ _ _ _TE A - EL•LFS m&® PLATS (LOCATE 1/2'f "; 0° OF SQ) AT EITHER SIDE MtN-1 -� �'-_- 1/2•MIN. -' / I 4 USE I.OR 2•MAX. I /- -/ I —__ (AS APPUCABLE)x2•xt/6•eO'-2' ----_ i1Oxl/2' SN.S. ----- ALUMINUM CUP ANGLE p10x1/2 sMs_ _—_--_� a 16'D.C. _ ----- Q.16"-O:C. - __ �: _ _ _ _ ¢. �(13- ) OG/ALLOS.MS.TO©2)1%4.0 TAPCONSANCHORS TOSEE OEtAIL X FOR WALL AT 1.O.C.(LOCATE AT SIDE CONNECTION ) OTHER SIDE OF Q) 1 OR ®� _ SEE DETAIL X FOR t R TO TRACKS SIDE CONNECTION ®u©.Oj..8 •®a SFE DETAIL X FO ® m�u 6�• 7 u 8 10•®u TO TRACKS �a©;•Oe„�-•10,®u 10• 57UE CONNECTION // u®"©•�Q•©�' TO TRACKS 1�0•®"©•`l3-'\,/•©m QB•(D•Cu©�•O7 •®m .0•0 © ®m®•®m� ®�©• 9 60 m®® END CONNECTION DETAIL 3 END CONNECTION_ DETAIL END CONNECTION.DETAIL 10 END CONNECTION DETAIL 2) •F'REQUIRED ONLY FOR SPANS GREATER IRAN:12•-r POURED CONCRETE OR r EXISTING G)-," CONCRETE BLOCK WALL �a)� _.._ --- -�(IX�ISnN-G7 GLASS REQUIRED 1O- GLASS G _ 1 1 1 S.M. Two sT�F ®ts .C. - SEPARATION( Y I y------ ___' SCHEDLTF ONSHEET .TO IA-i(SEE 6 OR®OR�OR It FOR MADE QMID CONCRETE 1/2•MIN. SpIQXhE ON Sal OR) ANCHOR,Q _ t I FOR MADE(DANO .. -"- Q OR©OR� 4 ANCHON 12.O.C. /' S BIADES(D&® ----- - - OR(g ON SHEET 19 1`01� CONCRETE \ _ I I O.C. --__ "__7/2•I MIN.- _1 _ --__ _� _�'MIN. _ ___ EQ 2-MIN. 2'MIN. ♦ SEEW.RATIONS OF USE FOR �., BLADE to ON SHEET 19 �OR13OR(q0ROR(D VIEW Y g 1 OR ®.. PLAN 16ODETAIL X POURED CONCRETE OR ®m©•Om0 .10.E®m END INSTALLATION CONCRETE OLOCK WALL 10•®m©•�©•©' REQUIRED \ " ' ©•O•©m©•O•®m n HV BLADE OR _(1 HV WINDOW. BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ®•®�©•a�0-®m ®.®"®.®mom:® END CONNECTION DETAIL 50 06 ®�®®'��'®®END CONNECTION. DETAIL© p® FLORIDA BUILDING CODE Hon High Velocity,Hurrica.ne. Zone .. - ....P��Q A.T�[�/ 0.2015 EASTERN METAL SUPPLY.INC, '�Pr y�CEN � BERTHA HVTM IL E C O mc. A■S■S■A. Accordion Shutter System RV BLADE#1 w/CR W/o KV.VAMOW BLADE American Shutter Systems ZEV.R DESCREPI]ON DATE DRA"BY, M.L. 71WT TESTING & ENGINEERING COMPANY Msocjation. Inc. : t :.OLD 11-192 4/13/15 DATE: . 4/13/15 STATE OF i 2 ms It.36..St.Sts.305,MOM rARDOM FLGFMA 331& 4268 Westropds Drive 2 9,• Phono:(305)871—tS30.Fax:(30.5)871-1531 DRAWING No ��e�., ORi� •G�CI``� ®t00066719 West P01m Beach, FL 33407 3 15-085. �� ss• .......N `�. 4 r WALTER n TILur Jr.P.E. . P.E. �S'�'iry-; TWMRE/DATE .. , FwRTu u�.( 44167 6 SHEET10 OF 20 SCHEDUt�#1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'L+" OR 'L-" MAXIMUM SHUTTER SPAfI* "L+" IMUM SHUTTER SPAN*'Lf' INSTALLATION LEGEND •.NOTES: (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L-''(ft.) FOR R "L-" (ft.) INSTALLATIONS - CENTERMATES. @I &®or QP or INSTALLATIONS W/ 1y CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or ®or or & &)Wf� ONE HV LOCKS MANSORY POSITIVE A.S.D. OES1N PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS% or .ONE FIV LOCK or or.® OR / NO LOCKING' WALL A. B. C, D. E. M. N. 0, P. 0, AS.D DESI NOWABLE PRESSURE�RATI RAFOR TING. CtvEN NEGATIVE CEN ®&®W/,ONE HV 'T' W/ NO LOCKING RODS OR MOUNTING F. K & L R. S. & V. LOCK'® W/TWO LOCKING RODS® TOP & (SEE NOTES t.,'t) (VALID FOR.MOUNTING QI (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,tO SHEET 7) FLOOR/CEILING G. H. 1• 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: /� CONCRETE&W000 iNSTALLAINSTALLATIONSd CONCRETE&WOOD MOUNTING CONCRETE & M ASD.Df a _ �5 Do IN N to ON .5.0 DM INSTALLATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. PRESSURE t= WAU.MOUNTING FLOOR/CEIUNG H1RC WALL MOUTONG- - `� FLOOR/CLUING MOUNTING - DETERMINE MAXIMUM SPAN 1+'FROM SCHEDULE. RATWG MDUNTNG RA1 & GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RANNC, (R.,L) (7.•�J FLOOR/GETTING MOUNTING �pp'�) FLOOR ALL YOVNIII:G DETERMINE MAXIMUM SPAN 1-•FROM SCHEDULE. 4♦ (N l-(R) L F.(R) L--(ft)' L F (4) L-A IN MAXIMUM SHUTTER SPAN -L+'OR 'L-•FOR 30'-OR-LES 16'-0• 16'-0' 16•-0'. '16'-0' 30 16'-0- I6'-0' 30 16•--0' 16,A)" INSTALLATIONS INTO WOOD SHALL BE TINGED TO FINAL MAXIMUM ALLOWABLE SPAN EQUAL TO THE 105,psT.A.S.D. 11S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1. N +'AND 'L-'. 35 1a'-t0' 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 _ _73'-10'_-_ .iS_-10"_ 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'_1' 13'-4' 14'-3` 45 _t3'-1'_ _,3'-1• 45 13'-4' 14'-J•_ t NV CORNER CENTERMATE'B MAY BE USED AT All COMBINATIONS IN BETWEEN WALL-MOUNTINGS 50 12'-5" 12•-5" 12'-8'- t3'-7' 50 12'-5• 12'-5' So 12'-3' 13'-1' LIOUNIING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 55 I1'-10• f1'-10' 12'-I' 12-I1•., --._-55 11'-10' ii_1D' -_55. - _t FOR A CNEN POSITIVE AS.D. DESIGN PRESSURE _ 60 11'-4' 11'-4' 11'-T 12'-4' 60 _ _1f'-4• I1'-4' 60 10'-2' I0'-11" -NOTE X15. SHEET 5. RATING: 65 10'-10' 10'=10' 11'-I• 11'-11' --65. 10'-10' IO'-10• -65 9'-5' f0'-I' DETERMINE: U+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. __70 _ 10'-6' 10'-6' 10•-9' 11'-5': 70 --_10'-6'- 10'-a• 70 81-9, 9-4: : ': :; Isf= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING -10'-1- 10'-4' 11'-1' 75 lo'-1" 10'_!' 75 - 8•-9' tt EXCEPT THAT MAXIMUM SI1UTTER SPAN-L+-OR INSTALLATIONS. 80__ 9'-10• 9'-10• 10'-0' 1o'-9- 80 W-10• 9'-10• 'L--AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FORA GIVEN NEGATIVE A.S.D. DESIGN PRESSURE. - INSTAUATIO_NS INTO CONCRETE CR CONCRETE BLOCK _ _85 9'-6' 9'-6' 9'-9• 10'-5" _$5 9=G: _9•-6' RATING: 9U 9'-3• 9'-3• 9'-� 10'-1" 90 9'-3• 9'-3= - SFWJ_BE LIMITED AS FCLL.OWS: DETERMINE: ___ .- --------- ------- 1- CONNECTIONS 10 KEYSTONE MOUNTING 90 -__g=p`_.•. 8'-9_- 9'-2' 9'-,0' 95 9'=0' 8'-9• DLiETE MAX. SPAN FOR WALL MOUNTING INSTALURIONS. 100 8.'-9' 8'-4• 9'-0' 9'-7• 100 8'-9' 8'-4' LIMITED TO +64,-72 p.s,l. AND B'-0' SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-T 7'-1 1' 8'-9' 9'-4• 105 e'-7' - �%'-11" --110 e'=4• 7'-7" 8'-T 9'-2- 110 -8'-4' 7'-7' - FINAL MAXIMUM ALLOWABLE SPAN IS 'UAL -L THE - 115 8•-2 7-r :a-4 .. :6=ir 115 `B'-z=� _ �'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+, T2 F', Lt=AND l2 120 8'-D- W-I 1" 8'-2" 8'-9' 120 (4)GO TO ANCHOR SCHEDUI-E WITH FINAL MAXIMUM _ 125 ., T�LiP' , 6-5--. -_8'-O' 81-5 125 T-IU• 6_-8• - ALLOWABLE STMT AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5" T-10' 8'-1' 130 �7'-8' 6'-5' - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7- 6'-z• 7•-9• 7•-s• Las - 7•-7-----6'=2' WIND ZONE MINIMUM spnclNc. 1ao_ >-s= "s-1 i'' i-7 7•-G• 140 7..5 =it• ASTM E-1996 SEPARATION --- 145 _ T-3• 5'-9'- -T-S T-3• 145 T-r s•-e- TO GLASS --150 7•-2' 5'-7' -7'-4' 7'-0' F17 7'-2" 5-7iss 7_0sS 7=2 6°-9' T-D' -5" 1 THRU 3160 6'-ti• 5'-2' T-1' 6•-7• C-11- 5=2'6'=10' S'-1- T 0• 6-4 C--1U'170 G'-9' 4-11 6-11 G'-2• 6'-9" 4-1175 6'-7' 4-9 8-9 e'-0' 6'-7' 4'-9•8 10 HV BLADE 160 6'-a"1 BS 6'-5' M1-68-% 5:-8 �6'-5- 4'-6- _1901 6-4 1 4'--5' G'-ti' S'-6" 190 6'-4" 4'-5� . 195_ 6'-3' 4'-3' 6'-5• r-5• 195 6'--3• 4'-3• --4'-2' 6'-4' S'-3' 200 6'-2' 4--2' TOS e'-t' 4'-T'- e'-]- 5'-1' 205 s•-,- .a•-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane .Zone _ ©tom EASTERN METAL SUPPLY,INC. BERTHA HVIM A S S A HVAccordion Shutter System .BADE�, 1N/OR 1y/0 FEV.N!N(X1W MADEL E C O INC. 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(SEE MOUNTINGS E G.&H ON SHEETS 6&7) 1.M'GIDRS TO SUBSTRATE SHALL DE AS FOLLOWS: "POURED OOHCRITE/OOHORETE.BLOCK .. .. ..POURED CONCRETE' (A) TO EXISTING POUREDCONCRETE(Min-f'e.3 k01) WvaIOW OWALLSILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - - 1/419 TAPCON OR TAPCON WDH ADVANCED THREADFORM TECHNOLOGY ANCHbRS,7S MANUFACTURED BY I.T.W.6UILDEX.(AGI.rc 3 ksi) ANCHORS SPACING LEGEND - 1/4'6 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY PLL'POINTS SCREW,BOLT&SPECIALTY COMPANY.(Nin.Ye 3 ksi) Rµ PA BERM WANE ROSU E M OESM MTLIIAE H62Alff RATC ) 013101 M A11NE PRESSURE RAW W I/4'6 BLUE TAP CONCRETE ANCHORS W/CAP AS WWUFACTIREDBy FLORIDA FASTENERS DIRECT,INC_'(Nin.'1•6 m 2 kal) TAPCON.OR 30 140160 75 90 120 160 205 30 401.60 TS 90 120 160 203 30 40 60 75 90 120 1601205 - 1/4-0 TAPPER+ANCHORS AS OVER LICENSED OR.AuERS FASTENERS,INC.,AND DISTRIBUTED BY AMERICAN POINTS SCREW;BOLI A SPECIALTY TAPCON WITH OR COMPANY OR ANY OTHER APPROVED LICENSED OR.AUTtORI2ED VENDOR REGISTERED WITH-THE N.IERIdW SFUTTER SYSTEMS ASSOCU710N.INC. 14 2 10 9 0 0 6 55 14 12 .ID 9 0 6 6 6 14 12 10 .9. 8 B 8 6 .THREADFORN TECHNOLOGY .3•-0' 14" 12 10 B B 8 6 Il 14 12'.10 9 8 8 6 6 14 .12 10 9 A 8 8 6 (Mn.Pc m 3 ksi) OR 14 12 10 9 8 8 e 6.T4 12 't0 .9 B 8 6 8 14 '12 10 '9 B 8 6 5 ALL POINTS;SOLID-SET BLUE TAP W1 CPA NOTES: .. 14 12 10. 9 B' 8 6 7 14 I2 10 9 8 8" 6. -6 14 12 10 9 8 .8 6" a AL1)MINIMUMEMBEDMENT INTO POURED CONCRETE OF TAPOON OR TAPCON WITH ADVANCED THREADFOMJ TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 6 7 SS 35 t4 12 10 9 8 '8' 6. 6 1♦ 12 10 9 8.:B '6" 5TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4--O' 14 12 10 9 8`B 0 6 14 12-40 9_ B. 0 6. .6.- 14 12 10 9 8__B. 6 SS 14 12 10 9 6 8 6 { 14 12 10 9 8 8 G 45 14 12 10 9 8 6 4 3S AL2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8 INTO THE POURED CONCRETE.NO DABEDUENT 14 12 10 9 8 8 6 43 14 12 10 B 8 8 B 5.5 14 12 10 9 0 8 6 43 INTO STUCCO SHALL BE PERNJTTED. 1/4-6-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST;AND 14 t2 lo_ 9 73 5_.5 3.5 - 14 12 10 9 8 6 9 5 14 12 10 9 e 7 5.5 4 •SEE AIOt6 OF USE FOR 1'MINIMUM FOR WALLS WRH NO STUCCO. Id 12 10 9 D 0 6 8 14 I2 t0 9 8 8 8 SS 14 12 10 9 6 B e 4- 9tEFT 19 14 TZ 10 9 a 7 4 144' 12 -12_ 9 e 65 s 3S tt 12 10 B.6S 5 3.5 3 _ _ _ A-3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, R 12 10 e' e" 7S 45 14 1122 10 9..8' 8 6 4.5 14 12 10 9 8:.6 4.5- 75 - - - ANCHORS SHALL,BE LONG ENOUGH TO REACH THE MNN STRUCTURE BQ6ND SAID WALL FINISHES.A.cHORAGE SHALL BE AS INDMATED ON 14 12 9.3 75 63 15 - - 14 12 10 9.-!1-7.5"55 4 14 t2 10 9 B.-6 45 3S NOTES AL1)&AL2),ABOVE.FOR INSTALLATIONS ON%RAYL SIDING OR EIFS WITH OR WTHOUT METAL-STUDS CONSULT THIS ENGINEER.-FOR: -- 6'-0' 14 12 10 9 6 8 6. -_ 14 12 10 9 _B. 0 6_ 5 14 12 10 9 B 65 '5 3S INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. - 14 12 10 B 73,AS 3 - 14 12 10 6.5 7 55 4 3 14� 12 8 6.5 55 4 3 14 12 10 9 8 6 - - 14 12 10 9 8 OS 5 75 la 12 10 85 8 S 4 - (B) TO EXITING CONCRETE BLOCK:(ASTM C-90) ' 14 12 8 &5 6 3 - = 14- 12 AD 9 8 65 <5 .5 14 12 10 8 7 5 3.5 3 - 1/4'6 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX 14 ti 10 9 6 B - 14 i2 10 9 e 7 S 4 la 12 f0_ 9 75 5S I_ 3 - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHDRS,AS DISTRIBUTED BY ALL POINTS.SCREW,BOLT&SPEMTY COMPANY. 7-0' 14 12. -10. B 8S 4 - - i4° 12 B:73 -6 aS 3.5 - 14 10.5 7_55.43 3.4 -- - 1/4'0 BLUE TPP CONCRETE ANCHORS W/CAP AS'NANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 6S 7" 4. - 14 12 10 B 75 53-"4. 14 12 9 7 73 {S - - - 1/4'9 TAPPER+ANCHORS AS.MANUFACTURED BY POWERS'FASTENERS,INC.,AND oistmurm BY ALL K.WTS SCREW.BOLT&SPECIALTY ' 14 11 7 55 4.5' - 74 12 10 9,73 5.5 :4: - 14 12 9 7 6.4;5 '3 :- COMPANY OR ANY OTHER APPROVED UCE14SED OR AUTHORIZED.VENDOR REGISIDNED VA1H THE AMERICAN SHUTTER SYSTEM ASSOCIATION.INC-_ 8•-D' 14 12 10 0 '8 fi5 - 14 12 10 0 :8 S .4 I4 12 10 8 65 :5- 35 - NOTES: - 14 12 85' 7' 63. 3' - f4 12 8 6S SS '4. 3 :-. 2.5 95 6 5 4 3" - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.-BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON .. 14 12' 95 7.5 6 - - r 14 12 95 8 65 5 - - 14 12 B' 6 63 4 - - WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 1. 13 9;5 6.5 5 3.5 - - U' 12 10, B 65 5 - AIV 12 B- 8.5 5 4 14 12. 10 B 9___ - _ 14 12 10 9 75 4S - - 14 12 95 7 55 1 - - 82)MINIMUM EMBEDMENT OF 1/4'9 x 3/4'ALL PODITIS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 73 6 1 - - -_ 14 it 7 55 5 35 - - 11 0 5.5 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE'PDW07ED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO Y4 12 8 63 4.5 - 14 12 a5 7 93 4 - 14 105 7 53 6 43 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 6.5 5.5 4 - 14 t2 9 7 '6 4-5 - - 14 it 7 5.5 45 3:5 10'-O' 14_ 12 1.0 L9 7S _ - 14 12 /0 8_6--5. 5 __ = 14 12 8- B 5 4 -7-7- B.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOUND ON THE IXISTNG WALL OR FLOOR, 14 lOS 7' S" ]S - - iS 99 63 5 4 3 - 10 Ls 5 4 S - ANCHORS SHALL BE ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 5.5 - - - - i{ As 9 6 5 4 - - 25 9.5 8 5 .4 - - NOTES 8.1)&'8-2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS�8_ 5 ___ N- 12 "6 6.5 55 4 - 13: to 6,5 -5 4 3 FOR INSTALLATION INTO DFS WITH. METAL SPUDS-SEF SHEET 20. 14 f2 10 - - - - - /4 12 9 7 6 4.5 14'105_ 7 55 43 3,5 _ 11-O J_5 95 5 _ _ - 12 9 8 45 4 3 _ 9 7 s.5 3.5 J _ _ _ (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THEE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 103 7 5.5 43 - - - 1S 85 5.5 4.S 75 - - 9.5 7 4.5 - - 14 113 7.5 8 S - - 12 9 6 4.5 a SEE SCIIEDUIE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING,RELATIONSHIP FOR ANCHORS. 1{ t2 10 - - - - 14 12 B 65 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPACING�,F(E-pULE FQR ANCHORS, i1S B5 4.5 - __ 11 B 53 { 3S - 8 8 4 3 __ WV(IMUM MICHOR SPAGNCS ARE VALID F(XN EDGE DISTANCES INDICATED BELOW.FOR E D.LESS 71UH THE INOICAIID.REDUCE ANL110R SPACING 1J.3 9S 0 - - - - - 13 95 65- 5 t - - - OS 'B 5' - - - - BY MULTIPLYING SPACING SHOWN ON SCH DULE BY THF FOLLOVANG FACTORS. ' 9' BS _ 1{ 10.5 '7 5.5 4$ - _ 11 65 55 43 _35 - REDUCED SPACING 08TAINED USING FACTOR FULL-NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE... to I2. _ - - - - 14115 75 6 5 - - 12 B' 6 4S FACTOR- .. . - - OS 8 75 -5 4 3 - - - '7 5 55'_4 3 - - - - AGT(FAL ss e - - 12 s 8 {s T = - is 7 s 4 - - - - EDGE TAPCON CEDE ALL POINT SOU D SE7 BLUE TAP W/CAP TRIGON Wf[HADVAN TAPPER 6 s - - - - - 13 19.516.5 s - - - - Ds 73 s 4 - - - - 1 HV BLADE O acrANCE 7HREADFORIA TECHNOLOGY -'- 4TH SPACING I$-0' 14 12 - - - - - - 14 1oS 7 55 - - - - 71 BS 55 45 - - - - ED. MIN.SPACING m 3''. 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Inc. t OLD.11-192 4/13/15 DATE 4/13/15 Fp I Phone:(3O5)871-1530.Fes:(305)871 531 4268 Westroads Drive 2 - DRAWING No �'� O •. 4-rt 4B:DI1ec41Doel.com West Palm Beach. 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MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL'MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W& X _ W & X = -P & 0 S&V_ S &V 5&V ®KOOE FMK DIC Ij1J MM KW[RES1E DasX =x IE fDWR DwM 3971 a=I9S4f&EOG K MU K=I7�6130W E3 MM ICU"MMR 4006(TIO M=KiC[FMMSi TAA6(F41 GM OMMK POM D71G" a H®MOM M=KIC(•I) • 0911 IMM P=K WC(� 30 40 .60 75 90 05 30 40 60175 90 ITS 30 40 60 75 90 05 30 •10 60115 90 05 30 40 6017.5 901 O5 30 40 60175 90 05.30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 O5 30 40 60 75 90 OS -0'OR 12 10 10 9- 8 8 6 6 6 6 .6 6 12 10 10 9 8 8 67 6 6 6 -6 6 12 10 -10 9 B 8_ 6_'6 6 6_ 6- 6 .6 5 4 ! 4 3 12 12 12 12 -12 12.12 12 12' 17. 12 12 12 12.12_12 12 12" 4'-0' 12 10 70 9 8 8 6 6 6 6 - 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8- 8 6 6 6 6 6 6 6 5 4 a ! 3 12 12 12 12 12 12 12-12 12 12 12 12:12 12 12 12-12 12 -• -- 5'-0'" 12 10 70 9 8 8 6 6 6 6 -6 5.5 12 10 10 9 8 8 8 6 6 6 6 5 12 10 IO 9_ 8 7 6 6 fi 6 6 5 fi 5 4 4 4 3 12 I2 12 12 12 12 12 12 12 12 12 12 12_12 12 12 12 0. 12 10 10 9. 8 6S G 6 6 6 5.5 45 12 10 .10 9 B 6- 6 6 5 5 4.5_12 10. 10 9 6 3.5 6 6 6 6 5.4_.5 6 5_ 4 4 3_S_ - 12 12 12 12 12.12 12. 12 1.2 1?. 12 12 12 12 12. 12 10 8.5 T-0' 12 10 fU 9 8.5 4 8 6 6 '.5 4.5 4 12 10 10 9 5 3 6 6 6 Sr 4 3.5 12 10 10 7 .5 - 66 6 5 4 Y5 8 5 4 4 - 12 /2 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 _8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6' 3.5 - 6 6 5 .5 3.5 3 12'_ 10 10 4 6 -6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 f2 11 _12 12 1.5_9 7.5 9.5- 9,-0,---. 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EACH SEC00N ON SHEETS 16&17. .. -SPRUCE PINE FIR NORTH W/00.43(ND.S.) DCEWTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR,SOUTH w/G=0.36(ND.S.) -1fN. 1/2•COX"000(1986 APA) 2.ANCIORS TO HOLLOW CFRING SMMLL.B-e AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST or NAG SCREWS AS PER NDS 2012 SPE FMTK HS. 4.ANCHORS SHALL BE.INSTALLED FOLLOWING ALL OF THE RECOLOdENDA"ONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. FLORIDA BUILDING.CODE(Non High Velocity..Hurricane Zone C 2015 EASTERN UETAL SUPPLY. INC. BERTHAMV.- 8110,11 .. -. :. Accordion Shutter System ,�. IL E C O �N�. A.S.S.A. y H.V.RXE y1 w/OR,W10.KV. WNDDW RAM ``P ''•-"Q',�I�i�'f-^ % T I American Shutter Systems EV,N -- .DESCRIPTION DATE 'DRAWN IT('. M:I- c'] TIL TESTING ENGINEERING COMPANY bin Q416• ' 6355 rl.w.36N.St.,Sb.3W.41i6NA GXMNS,FLORIN 331 ASsoCiotlon4 Inc. ::t- -0ID 11-192 4/13/15.OAtE 4/.13/15 ---Tam •'^f!= P6ono:(305)871-15:0.Foi:(305)871-1531 4268 Westroods Drive 2 _ DRAWING No • e e-maT:UR-Oool-m West Palm Beach, FL 33407 s *•' SdT^NW QF = ER-OW6719 15-085. �` WALTER A-DLUT J,P.E. a PjWlu FID110A Lie(f 44161 ... 5 SHEET 1'j V' 6 .. 15 OF 20 INSTALLATION DETAILS ON EXISTING .WOOD BUILDINGS FOR n HV & IIIA HV.4 BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ .0 L— FOR INS ALLATIONS INTO WOOD.WITH HV BLADE 1 ONLY SHALL WALL FINSH BE LIMITED TO 105.0 psf, &S.D. DESIGN PRESSURE G SEE S 9 FOR MAX SPAN & --1/4'0 TAPCON OR. A.S.D. DESIGN PRESSURE RATING TOR INSTALLATION :WITH BLADE Q)-& J&WORKING IN UNISON _ TAPCON WITH ADVANCED. THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2'-Win.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ., .. _ .OF THREADED AREA TO W/1 1/2•Min.PENETRATION,OF THREADED AREA TO EXISTING 1 M11 SEPARAlIg7 _- I- -- EXISTING'WOOD HEADER. - W000 HEADER-(SEE SCHEDULE ON SHEET 15) TO nwSS(� -TOR (SEE SCHEDULE ON SHEEP 15) .,. 1/4'0>20x3/4•S.S.MACHINE 1 SU�DD.E ON 41EL7 � i SCREWS W/ 1/4'-20 NUTS �-11 FOR BADE 1DA16 ©«+�o j I `7T u ® 12.O.c. 0 ON SHEET19is TOR - .Y ! \ - _ _ 1'uin. EXISTING I BADFSO)& i E EO -GLASS--4 WUL it - A 1 oR i s 1 rwlsH I II I: xvZ� _OPTIONAL _ FINIS 0 -1 - IXISRNG MIN. r ` © STING MINI o \ 1 1 z'xe•wood 1 OR • 1 HEADER REOUIREU .' -O ® 2'x4'WOOD -. IL i If•0 TAPCON OR TAPCON WITH ADVANCED EXISTING 1 MN r I HEADER REQUIRED �\ }1'1 "TTiRFADFORM TECHNOLOGY W/1 1/2' TpN I I J V Mir_ PENETRATION OF THREADED AREA 10 GLASS--) TO GLASS(SCE I I - DDSTING WOOD HEADER. S(s✓EIIuE EXISTINGOtN SHEET �- -(SWM .SEPARATION 10 GLASS (SEE SCHEDULE ON.SHEETEE!15) FDT2 BADE 040— 1 EE SCHEDULE ON SHEET 11) :.. ON SHEET 19 FOR GLASSY .I L-L.-.'._ .2*.e CONT.SILL 1 BARES(1)h 1-__ .___...___..____.... ._.._.__ - _ PLATE REO'11 (N)HV WALL HEADER INSTALLATION @HV.WALE. ILL INSTALLATION M HV WALL HEADER INSTALLATION -_ 1 _ _ -- I. 1 i. -(-._ _.--.M1N.SLPARATIUN TO CUSS �1 _y__ O DOSTING +-- _ MIN.SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 11) GLASS- 1 O EXISTING t- —(SEF-SCHEDULE ON SHEET 1.1)-- - EXISTING �� 'i NNTT--11 MW.SEPARATION TO GLASS + I+ 1 GLASS GIISS-1 WOOD PLATE (SEE SCHEDULE ON SHEET 11) T _ 1 1/4'd-20x3/4'S.S. RED. D- 1/4'0-20x3/4'S.S. i U.Ct11NING 1/4Cp20 NUTS I J MACHINE SCREWS W/ I I 1 -WALL - 1/4•-20 NUTS 0 12'- I b 12.O.C. FINISHFINISHI J �� i/ ( O.C. I I i - r� nn-_(00R@LlON�� t oR 15 2-.4-COINf. M 1 II O�--E W000 PLATE 1t UUI L W O'0- Ut'Min. Nin. _ - t 1 1/t'0 TAPCON OR TAPCON WITH ADVANCED I �I -©CN� 1 II �® I THRF�IDFORM TECLINOLOGY W/1 1/2- . 2'x4"CONT. Min PENETRATION Or THREADED AREA TO 4' `SILL PLATE -- EXGTWG WOOD HEADER. 1/4'0 TAPCON OR TAPCOtJ WR}I ADVANCED `L 1 7/4•d TAPCON OR MQIE: REO'0. I (SLE SCHEDULE ON SKEET 15) THREADFORM TECHNOLOGY'N/ 1/2' t •_-' MiTi. PENETRATION OF THREAD AREA INTO PLYWOOD IAPCON WITH ADVANCED 1-SEE SHEET 4 FOR IYPICAl. 1 r I `v\—.ty01L FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MLN.2'xa' 1/2'MIN.C0� THREADFORM TECH SHUTTER AS SENOLY- .- \+ .. PLYN00I)REV'D. -w/ 1/2'Min-PENETRATION OE 2-MOUNTING SECTIONS CAN BE I/2'MIN.CD%PLYWOOD REO'D. STUDS 0 15'O.C.MIOL. WALL FINISH- THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'0.PLYM'OOD TO UE (SEE SCHEDULE ON SHEET 15) SUR ANY INSTALLATION- ®HV_.WALL SILL INSTALLATION NG MIN.2'x4'STUDS D 16'O.C.MAX.REO•D. ATTACHED TD STUDS IN PLYWOOD TO'BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRH SECDON 2308:OF THE F.B.C- SECTION 2308 OF THE ®HV WALL SILL INSTALLATION SEF uMjlATiO iS aF U,�E of ©HV WALL SILL INSTALLATION F.D.C. FIIADE`1N'ON SHEEP 1s FLORIDA BUILDING CODE(Non Hiyh Velocity Hurricane Zone CG 2015 EASTERN METAL SUPPLY,INC., ,,;,CNA 1riF,F,,A,, BERTHA HVTM A.S.SA. Accordion Shutter System ��-�-�// ,�.�¢ r KV. RUDE#1 W/OR W/0 HV. WINDOW HAt)E •f .A I TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LV.H DESCRIPTION BATE DRAWN Bf: ML *: Tc •* em N.M.3M SL.Ste.]09•MRGM GARDD0.FLOROA 3316 A8SOC1Ction, Inc. +. OLD 11-192_4/13/15 DATE .4/13/15 _ Phone:(305)871-1530.F°x:(305)871--1531 47.68 Westfoads Drive :2 DRAWING No 'p` c Tn'I:tat«ob°msom West Palm Beach, FL 33407 3 .,�D •C`V= - O1 —085 4 15 F611 WN.TLE8A-00T0LL8II719r. P.E. F G FLORIDA uc.p 44167 5 SHEET P. fVNA DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WORD BUILDINGS FOR n HV & ffk HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED T0. 105.0 sf. A.S.D.- DESIGN PRESSURE RATING S SHE 9 0MAX W"`FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1 4 d TAPCON OR 4'x6'(Min. EXISTING EO EQ- 2 AItN. -- Y T/APCON WITH ADVANCED ) EDGE(IF APPLICABLE) THREADEORM TECHNOLOGY WOOD BEAM REQUIRED. - W/.I 1/2-Min.PEREM-11014 1/4 0-20.3 4'S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO / / OF EXISRNG WOOD BEAM _I. PHIWPS TRUSS HEAD TO BE CERTIFIED EXISTING WOOD IHEDER. - __ ____ _-!' _-__ EXISTING WOOD t Mme, MACHINE SCREWS REGISTERED ENGINEER OR Z, (SEE SCHEDULE OH$'ETT 15) I W/1/4•-20 NUTS ARCH17FCT PRIOR TO EO O _ TRUSSES OR -EQ� O 12•D.C. _ SHUTTER INSTALLATION. 1/2 1/2• O.C.RAFTER O 24' \ -_- O.C.REQUIRED /'� 1/4'0 TAPCON OR EMSTING SOFFIT 'Al ,�` _.' --L1 OR 1 TAPCON WITH ADVANCED I Max.THA. _ ,257- THREADFOW TECHNOLOGY Max- W/ 1 7/2•A/..PENETRATION _ _ ED, - _ - 'i 14x3/4" _ i EQ - - -. ___1'x4'xl/tl•CONT.ALUM_N� OF THREADED MEA TO S.M.S. '! .a (6063-T6 ALLOY)W/ - OPRONAL EXISTING W000 HEMER. - .. I (.SEE SCHEDULE ON 511�T IS) O 6.OC. I - 1 Or 1©Of 15 (3)5/16'0 LAC SCREWS TO or 13 or 15 I EACH RAFTER OR TR SS. LOCATE LAG SCREWS AT _ I MIDWIDTH OF DOSTING WOOD -__ Q -..E%ISIING MIN 1"x4' ._..._._.O 1 I I 1 OPEN NOLC AT EACH 11 NIDTTW�22 Min. NOMINAL EXISTING--dHEADER HEO•D I GLASS MIN.SEPARATION TO GLASS EXISTING I ISTUD TO ACCEPT PENETRATION OF THREADED 1 ----(SEE SCHEDULE ON SHEET I1) GLASS-__ , 5/16'0 LAG SCREW AREA VAUD FOR 1 i ' AT CENTER OF TUBE. , IM"A- SND."DESIGN LOAD X. AND 4 -�-- SQ HV WALL HEADER INSTALLATION a,scEr E 05RNc M( s-o Mo. SPAN.THIS I to 4A%(STP GV55---1 ro GIA (� INSTALLATION IS ONLY VALID I n faR D 7171E�� I a(DUL IN 9RT I FOR WOOD W/MIN.SPECIFIC w I m Stw is an 1t�OR ® H FnR BLADE(SEE GRAVITY of 0.50 AS Doucus 0OLE5: LBRAOES Q)k lg- - - I MAINS Ork'q _ 1 OR FIR OR SOUTHERN PINE N0.2. 1-SEE SHM7 4 rOR TYPICAL SHUTTER ASSE1+HLr -_..� �___-___ _-__ Q (0 OR EQUAL 2-MOUNTING SECTIONS CAN HE COMBINED (f)HV -CEILING INSTALLATION �1 - J N.MY WAY TO SUIT ANY:NSTAUATION: U HV CEILING INS ELATION ( - - - - ----- —0�_ �srxunan --•I`-- .��1 OR 1�� I--MNSOEDAE ON SEPARATION I I I I ro aAss(s¢ I- _ AIN. SEPARATION TO GLASS -'1 11 RIC T0,GLASS I I 1 (SEE SCNFDULE ON SHEET 1 T) EXISTING I OT S1EYT 19 TOR �( SCHEDULE I L7U�TIN J - ` R ION SIMET 11) I I E I I ANCHOR R I I I 8 I I I LOCATION EXISTINGI I - FI2x6*MIN.WOOO NISH I( 1 x'i ©.I/F-T _ 3/8 SOK___ WIASHER HEAD TEK S� I I l I DECK REQUIRED I '.,'•.^� ._,.13 OR 7.'x6'MIN.WOOD _ •I` N T SCREWS O 12•o.c -_ ALLOWED)NO " DECK REQUIRED(NO FINISH ALLOWED) _ _ _ EDGE _ _ _ EDGE OF DECK 172 17-_ OF EDGE OF OEK 1F APPLICABLE __ - — _ DECK IF _- IF APPLK:ABLE . 1/a'd-zox3/4-S.S. _ AoPUCABLE - . `lt li 1/4'0 TAPCON OR I 1 PHILLIPS TRUSS HEAD `2'.MMT.-�� — _ -- 11 l Mina r / _--^ 1/4'0 TAPCUN OR 1"NP(:ON WITH ADVANCED TAPCON WITI I ADVANCED MACHINE.SCREWS c� -•�' �'"' - 2'z4'CONT. i THRFADFORM TECHNOLOGY W/ 1/4"-2U NUTS J THREADFORM TECHNOLOGY W/ 1 1/2'M'n. -2'MIN. SILL PLATE •IIF'- 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM --2"MIN.--- PENETRATION Or THREADED W/1 1/2'Min.PENETRATION 4 12•D.C. REO•D. i� OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENE'TPATION OF THREADED MEA TO EIOSONG WOOD HEADER.(SEE —'-'- i EXLSIING W000 HEADER, AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) � (SEE SCHEDULE CN SHEET 15) Ck HV WALK-OVER.INSTALLATION ♦SEE UNRATIONS OF USE mR UV HV WALL SILL INSTALLATION RI--'6ON SHEET 19 W BY FLOOR. INSTALLATION FLORIDA BUILDING.CODE(Hon Hiyh Velocity Hurricane Zane - .�\\\O•��R A: T�L�A4Ai�' ©2015 EASTERN METAL SUPPLY.INC. BERTHA HV MI IFAccordion Shutter System A.S.S.A. N.V.RADE#1 Wi OR W/0 KV WINDOW BADE American Shutter Systems Rry. &SCRIPTA7N DATE DRAWN BY: M3. TILLIT TESTING do ENGINEERING COMPANY z.9. ' UUUfIF �` 6M5 N.1/.36(A.St.St.3m,VRGM GVWM.nonoA 331 A' Association, Inc. 1 OLD 11-Isz 4/13/15 DATE-' 4/1.5/1515 - plana:(305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 DRAWING No ( iuhly'1.�•('��`` e-mail:tilt-oaoixom west Palm ©each, Fl_ 33407 3 AAAV/� E"v\\ Y'ALir1(A TRDEIJr.P.E. 4 15-085 . A„�IINAL tt\t\\ FLORIDA Uc.B 44167 5 SHEET P.E. SEALJS'1L'1GIAYURE/DATE. 6 17 OF 220 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2'.'x4" MIN. WOOD STUDS ..2••4'!RC ifoo0 6N06 AEO'0. _SR 411.EL A0004SilXS._`a', 1/4.TAFVXf CL 511706 RE6.0. 2•a4•ICL 73 (AS APPLVAW \ / A vic A \ / lDAsmfc aA,ss F- Proia,''•�'i,o t _ — Y -/ \ r STUIIS POST. - _DO60tIG C1A56 i rl)a�,c'!a-LM \\ -DIM=CLASS i I _ � l01 3➢/ra1XH '�•R Cml /(-Y-1\ , 1K SITVOOIW 1/2•um COX • m M5(SIE !vl SDW WXM ful AYWU.+� -m GAS.f(SFE PLt1tWO. sat=OI 4QT TO CAS-(SIE 1/2.1aN.dnl� .r,• �i«.�..•:.!.-.'"C m MSfi(4L SCWEW A4a 1/1813'_ '• 11101 QA1 0.v w..'G.,:. -'J'v ..�.:� so MAE 04 A2T PL1 a -- 1a1 lLtC mwa 019 XC 0" •C Aq - ..(6063-Ta)WNf.-�� Ipry! '1/2•ICL CW W`'TEST 19 tat_ _ � It�@T BJiR OiHa 1/Y � CN:]1Q7191Oi IXRV AWIL aoSLR PLWIOM RK6Pie Q/� - �,T O!Y!II 19 r6t _ i _ __ gds e HnC`-IDa 1 i. PIArc.(WCA1E 1/2•'- ` Ra511 QK6I`are 1..� Al ERlOR �( --- •l12 1•IX YwK/�• - /IC•1/2.5 YS. I M�iAO•N�Lf1P I�14[ a-Y � -- .. 016 0.0 /10.'1/C SYS. - 016 OG --7-- 5� I � tm+w,u or•U) •w of OR 91 I OR S - WE cum X ro SIJ 011 Qa-0, SFL CETAL X FOR 1 OF(�4 ACE�1RAIXS �!�/� SIX OLTA X rOR_ `4) -p-�'ll'8 1'• ALE calllacRal+ .._ 1 -(3=©*V-8 5'DE coM1T7W',3 go-C., 6�-`O- Q-�_�S•.J- a'@- 7O 7RACts `[g'•� .'li-1%' •'L:-C�•i�-E�•L''-_/ rolaAols ".�'l'.'.Y �6-CL•i �'Gj-a' (cU•(7) yt-—07 . ©0 4�-©•,p.�. �5'C�-a•C3-t:�+- ©n ®-C?U C4- C�s�-a3 0-(1-C7 �.f3-�1.Cs-O•C�- U CU Q�i-©O lD- �.�-ss•Ql{�)Q�- ep•®-Ol Q1�3 Q� s0•Q3-Q,a.��.� (�•(3-i�•!3-00.4 - n•C�-L�•t�-�+ •(� END CONNECTION DETAIL -� 8� END CONNECTION DETAIL Q9 END CONNECTION DETAI END CONNECTION DETAILL, - Casn� 1.ItmuXam tx7 raa svAXs arares m'-a- W/T / wl 2•,4.101.WWO 1/4.0 IA'(:OI AHOaN6 1/••,TM[nll-NIUIOE� JIMIdr SN3. snas r ry/+.In•lea 1x• : 016 do . I FIfIST11V0 cuss 1 1[T1EiRAilU1 a 12'0Iq.E1GIXXY 0 12.0.c. lea AYramon ��p} SEE LIMIFATIONS OF USE FUR 4rL srlrAnal I " 1/2,'ua: I1�I�ua�R a.0)wal `l' - `/ ELME IA ON SHEET 19 wT -05 DIEiS ICL e p Iw ER latyat 1/2•ItN-v''I CI -07:71 9 -0- 01 Q- �aI�/551 `IIItv ! '4]1. i III', -----��w- �- _. ..._...---••'.'rc_-••i:' � .:circ: - -._'_`.tl f3-fA-p•C.(6�:{d.S3- -•Weu r>rr,H x•.r us1.WOoo ,WULJ 1 fa.C4-CaT•J-(e}5g•�- VIEW 1.C`4 LA-CJ'C#-1Jr C�- slims M,0D ncsR `-V O Cs00 0-0 DETAIL X END CONNECTION DETAIL 3 END CONNECTION DETAIL\121 FLORIDA BUILDING CODE(Hon High Velocity Hurricane. Zone \\\• 1,pl A1110,111" - 0 PP 2015 EASTERN METAL SULY, INC. - 'y'PcE�i..��,,�' BERTHA HY>M _ S S Accordion Shutter System L ECO 1 w C. FI�. �, wi«:wio K�. HINJOW t TIWT TESTING & ENGINEERING COMPANY American Shufler Systems ';N o6scW710l DATE-- DPAWN 6Y. 'M.L NX 3M.S�ry6 s 1�: �t Assoetatfon, Inc. _ , OLD 11-192 4/13/15-DAM -4/13/15 STATE OF �'; PnOne:(30.5)871-1530.Em :(305)871-15]1 4268 Westroads Qive 2. DRAWING No �` ' FLORIDA • 't�'.`- _A:Blt_Q..L_ West Palm Beach. FL 33407 s '.,,FSS+ •..:...:.:. v\�. Me OW67,9 4 15-085 ,` WALILR A 10-Uf J,P.E. 61vpL-0�� \\ nZROA Uc 1 44167 5 SHEET PP"SCAI((�yNin�+IVURE/DATE 6 18 OF 20 ,GENERAL UMMATIONS AND CONDRIONS OF USE FOR BERi}iA n W BLADE ACCORDION'SHLOO A1 FEIN WORKING IN A G 0> 0�j. !T . , L,�NISON WfiH HV.WINDOW RUSE f1 ' -- �' ' y' 1.MAX A.S.O..DESIGN PRESSURE RATING:+110•= 110 PAX. _ 2.MAX.SH11nER SPA`!:96' -_ ALLOWED M UNTNU& WD, SHEETS IES EFTS 6,7.AS WELL AS- 3W ONLY CENTERYATFS (60TH WSYIJPF/'�®NGOR AfiE.ALLOWED WITH Z, O�®v+ iV 4 5 IAYOIR. NUrr B ONLY Ai:D(IEiitOR�tiCCE55 SIDEIN OF o OPPOSING LJ TYP.EA END ♦ 5.(A)HV WINDOW GIME1@ SMALL ONLY ALLOW A MAXIMUM OF=5 OPENNGS II 0 10 0 (3.0 HOLES)FOR(9 PER BLADE AT SPACNGS SHOWN ON SHEET 4. � l (8)WtL CLEARANCE FROMTOP OR BOTEDGE OF IN WINDOW BADE O MAX.-5-WINDUWS- _ - ♦ _ _♦ OF ANY 3'0 HOLE FOR TOM SHALE.BE 12'_ ALLOWED AT HV g, _ WINDOW BLADE • _ - _ _ _ _._._. __ (C)FTRSC OR IJV BLADE COMING(NR MOM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1/� • • • (D)HV WINDOW BLADE 10 MUST BE USED ALTERNATE TO A SOLID FIV BLADE lO z THROUGHOUT StI M3rS WDM. c ♦ ♦ • • • ` (E) ERUATFS SHALL ALWAYS BE ONSTALLED ADJACENT TO A SOLID IN BLADE 1 AT EITHER SIDE OF 71iETl. SEC END \ g' (F)POLYCARBONATE HA WINDOW/A SA41LBE INSTALLED SO TABS FACE CONNECTION • • • OF2 THE RNEERIOR OF THE OPaONG BEING PROTECTED.HV WINDOW MUST BE DETAILS IO SHEETS • ONLY INSTALLED AND LOCKED MNG A IN SETTING TOOL PROVIDED BY ASSN 10& 1B TMP. _- �OB$ lllLLL 01INC. FULL ItEoff. B.SEE ANCHOR SPACING SCHEDULE FOR INSTALLAtIONS IMO WOOD FRAME R BUILDINGS ON SHEET 15,AS.LIMITED BY SPAN AND DESIItN LOAD(SEE NOTES 1 p p 4 yA I &2 ... C� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS tY& 13 AS LIMITBY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE).ETED 8.MINIMUM SEPARATION 10 GLASS SCHEDULE PER ASTM E-1996: ' /'1 I(SEF PLAN FOR RMULRLMLNTS) -'----- IWUM SEPARADON TO CLAS-'- D H TYP TOP&BOTTOM W I_�l�� @6)<77q WIND ZONE MS . 17— r 7HRU 3 1' ELEVATION L!HrAPAnoN m uss - —'625; --- EXISINC GLASS- SEE Sp"It ON 5}@T 11 FOR)MV RD ON THIS SIIEET FOR DJL76Q& _. _--____---____ .- ,-� Typ. Typ- QL2 1,ABOVE) 72 IEJ TYp. s7•uNFIFacAL Cr ---- W/CD OR�5)AND _ .i - _._.___ N'/O 3I(SEE NOTE 4 1E) PSN�� TYPICAL (f) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE L1_A SHUTTER* \��---- N.T.S. FLORIDA BUILDING.CODE(Non High Velocity Hurricane.tone ```1L77111/11111111 II••4 0 2015 EASTERN L/ETAL SUPPLY. INC. I BERTHA HV TM cE Accordion Shutter System /tllti.S.S.Ai HV.aaDE#1 w/at w/o RV WINEIM RAM *: = American Shutter SystemsJ. DiscelPnoN DATE MOWN FJY: WL TILLIT TESTING & ENGINEERING COMPANY �Q•_ z 4355 N.M.]GN.SL.St,.306.MR. GAROEHSFLOIiQLI 3J1 ASSOC�OtIOnF Inc. - 1 OLD t 1-792 4/13/75 DATE: 4/tJ/t5 STA7F nr 4268 Westroods Drive 2. DRAWING No y- Phono:(305)871-1530.Fm:,(305)871-t531 <-mol:tll—co .]-. West Palm Beach, FL 33407 s 15-085 .. i Fs •'.'.:... ` . EB-00067:9 4 �• p �\�� WA TILLD Jr.P.E. P.E'A'?GA� Q7TLt)I(`E/DATE FLORIDA Lit:p+4767 a - - SHEET 6 19OF 20 INSTALLATIONS_ W/ n HV BLADE ..& HV CENTERMATES :. r 6k 1 1/2'x 0.035"THICK "VFR1E5..' 200°"Max. Nin.ASM A-653 CRADE 40 Min,60 Win.G MTAL-SHIM AT 6'o.G. :.`-z-�,;•::..;. 43b INTO. METAL STUD. WALLS 6'D.C. w -- ------ -L® 40 41 Im o° 1/2". 475' 114-p- NOMINAL -W11 °0 3 * G CONDITIONS 0 US ALUMINUM SLEEVE --� FO BERTHA 1 B DE AC D O S 6063=T5'ALLOY 1 3/4'x 6 1/4'x 0.0.75-THICK Nin.I 12 " S(STEM INSTALLATION TO METAL STUD WALLS - ' COM.MV STEEL TRACK CNANNEL•I O 6'O.C. O 6'O.C. ASTM A=653 GRADE 40 Min.G-60 / T-� SEPARATION TO GLASS SCHEDULE 3'000' GALVANIZED FASTENED i0 SNO'a - , .. .. Mox. - w//(2)/6x1/2'Tot SCREWS ON I Ewsnnc FIws1 39. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75_ (psf) INYEltIOR d E7(RTOOR FACE I As APPGFAeLE ' Q a 2. MAX. SHUTTER SPAN: 84• - MINIMUM WIND ZONE ASTM E-1996 SEPARATION a3c LENGTH + r - MIN. SEPARATION II 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS lxlsnwc GLASS-1 To GLASS -(SEE SCHEDULE) 43 N 1 THRU 3 I• 43 �4" '-'20X3" BOLT �.) --- - ---- 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PEIJkTRATE 43c 1" I m WITH.21 ARRANGED A SY METRICAL LAYOUT._ o USE 0 (2) 35 (6" LONG, MINIMUM) MUST:ALWAYS'BE4 4• Mi.. 1.373' 1 3/4'x 6 1/4'x DOW THICK Mi ; EXISTING FINISH / � INCLUDED AT IOR OR INTERIOR ACCESS'SIDE OF 250r� �.oso CONT.GAV.STEEL TRACK CIm-a.I \AS APPLICABLE , CENTERMATE. ASTM A-653 GRADE 40 Min.G-60 CALVAMZE0 FASTENED TO STUDS - "nj'T--- w/=(7)/sn/Y:1tx SCREWS ON i 43c - - _430 po INIERIOR&EXTERIOR FACE i O 6'O.C. O 6'O.C. _.. N 1/4_0-20 THREADS f 7 \ ## BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/4"0 ELCO CONSTRUCTION ��W- 1 _ t/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE(D. PRODUCTS FAB-1-015 HD of - 43b COMPONENTS 6'x 1 TIA A D.o35'nnCK _ VARIES T 0 6' O.C. Alin.ASTG A-653 GRADE 40 2 MGz Min.G-60 STEEL METAL STUDSSAT16'0.6 MS WALL HEADER/SILL INSTALLATION A7 m. -EXISTING FINISH A5 APPLICAT7Lf SCALE: 3/8'= 1' (7P.TOP h BOTTOM) � --7 ------- __._. - 10N 4'x.6 1/4'x 0.035-THICK-Nin. �EX�$R -ANG GLASSA _ JF) _ V.STEEL-TRACKC HANNEL. _ ASM A-653 GRADE 40 Min.G-60 'CAINANIItU FASTENtU 10 STUDS i i W /2'TEK SCREWS ON SYMMETRYCA4 NTNsEP /(2)/6xl43a 436 43c - , I I`7fEFilUR'k E%TERIOR F7.CE CENTERMATES W/ ; ' ; CENTERMATES W/ TD G( I I 1i ' (SEE SCHI i ',lEXTERIOR ACCESS SIDE. ., INTERIOR ACCESS SIDE;:.--- -------------------- ------ ----- ------------------------ ----- ---- ------------- -------- - -=- --- - --- --------------- (6"Min.) ..IN N 3 - "--------- --- --- - ------------------ -- -- - a / \J Z 1 - ��. '- 21 21 .. I t. -.._ Z I:l- "D AT 12 _r.-___________�-____ _ _�_-_______ i i__ _ _ __ HV HEAD /ILL END VIEW ,. -- - `J �Z / I _, 3 (6"AAin,) \�-24 � ER"S SIDEsCONNFCTI0NYT0 TRACK \'l --3 1/4•(Iyp.)--^6 1/2'(TYPJ. --_-- -7•- -..7_____ .-. 6 1/2'MM% SLACK *# . (cont.) �_- - B BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone A ` ,IIPI1111rp1� ©2°15 EASTERN METAL SUPPLY,INC._ ``�G R .T/i16",C BERTHA HVTni A S■S■A■ H.VAccordion Shutter System LL E 00 ,M G. .MADE#1 W/OR W/0 H.V.WNDOW BLADE, Aineticon Shutter Systems y;N DFSCRKTION GATE .D(AWN°Y_ M.L TILLIT TESTING & ENGINEERING.COMPANY Association, Inc. 1 -: OLD 11-192 4/13/15 DATE: " 3/15 63b ri.w.sun.SL.S:e.305.v ,A GARDENS.FLORVA 371 DRAWING Phony (305No ` )671-1530.F. :(305)671-1531 4268 Westrodds Drive L p . F� Q a-mac boceoaw.e«n West Palm Beach, FL 33407 �j-085 c•.. OR ID EB-0006719 ��i�Fs '•i•.:•::•'�`G.� � WALTER A..marr Jr.P.C.FORIDA Uc.P 44167 SHEET P.E. 4ti�Jlof Qlv1�/DATE 20 OF 20