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HomeMy WebLinkAboutProduct Approval i D.V.T. l , Hurricane Shutters, Inc. . 1� )ft'd ^,�3 rla o a a �o�les g)vd, -FRONT 3100 N KINGS HWY. FORT PIERCE, FL 34951 Vero Beach: (772) 794-1581 Fort Pierce: (772) 466-4575 Fax: (772) 794-1590 Specializing in Hurricane Shutters BCIS Home Login i User Registration n Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ; BCIS Site Map Links .Search Florida Product Approval [� 1 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail I' L ' FL# FL389-R8 � ar• 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 [rodriguez@easternmetal.com j Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion q Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hard co ly 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 i Validated By John W.Knezevich,PE . `.I Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 Summa ry 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 Aorm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S:S.A.INC. DRWG.15-086.od Approved for use outside HVHZ:Y es Verified By:Americari Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independ tent Third Party:Yes Design Pressure:N/A Evaluation Reports) Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.pdf positive ASO load and 13'-0"for 35 psf negative ASO load Created by Independent Third Party:Yes .the HV3 blade w/o window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6", for 55 psf HV3 blade w/window blade working in unison.Max.5pan for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max,ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for others ASD pressures. 389.2 �';�Iha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by�tracks I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for Storm protection Limits of Use Installation Instructions rualons Approved for use in HVHZ:No FL389 R8 11 A.§.S.A.INC. DRINGAS-085.od 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 Ripolrtsi Other:Large missile level"D'.Max.Span is W-0"for 30 FL389 8 AE A.§.S!A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASO load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI 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 HVIA working in unison.See Sheets 7, 11 and 20 respectively of installation drawings for other spans gpdzessures. 9 'aluminum-interlocking blades retained by tracks 389.3 Bertha HV Accordion Shutter- Extruded aluminum-in COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)jforjstorm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.1A.INC. DRWG.15-084.i)df Approved for use outside HVHZ:Yes Verified By:Amerlc6n Test Lab of South Florida Inc. impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Rep6rts Other,Large missile. Max. 16'-0"span at 30 p.s.f ASO load FL389 R8 AE A:S.§.A.INC. P.E.R. DRWG.lS-084.pdf for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back F-7--, III Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 I an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public cord.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: Credit Card Safe GENELR6L NOTES: 1.8ER7THA M.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.F-O.)14AS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BU7CDiNG CODE.THIS ACCORDION SHUTTER SYS"SHALL NOT BE INSIALLED,AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL or DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC W24D SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTEMIS BE INSTALLED WITH A DIRECTIONAUTY FACTOR 0-0.85,USING,ASCE 7-10 AND SHALL HOT EXCEED THE MAXIMUM(&--D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, IS&20. AREA 1: HV BLADES(1) IN OR"TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN"No LOADS DETERMINED PER ASCE 7-10 SKA11.BE FIRST REDUCED To A.S.D.DESIGN WIND LOADS • By MULTIPLYING THEM By ILE IN ORDERID COMPARE THESE W1 MAX.(ASCI})DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20- GENERAL NOTES SHEET I 114 ORDER To VERIFY INAT COMPONENTS AND ANCHORS ON THIS P.Lo..AS TESTED.WERE HOT OVER STRESSED,A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEIR SYS"COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-1,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED TH ACCORDANCE WITH SECTION 7609.2.2 or THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS- TYPICAL WINDOW MADE&WINDOW DETAIL -W BLADE@ 10214.01-03.10713.01-03.110000I-05,11214.01-05.10317.02-06.f.0609-01-tO AND 10210.01-11 AS PER TAS-201,7AS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: Eff OLAM 6)AND W WINODW B F AND E-1996 STANDARDS(MISSILE LEVEL V.WIND ZONES 1.2&3)&11220,01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE,MISSILE. (MEM AI - )-mia-PR=cnou-014LY-AND-#-0725.01�M- - - - - AS PFRTAS2O2Pft0TOCQU--- —TYPICAL.SHUTTER-ELFVATION-&-NOTES-ON-LOCKS—SHM-S--- HV WINDOW MADE f(3505,0t-03 AS PER ASTM E-18116 AND F-1996(MISSILE Loff D. 3 INSTALLATION DETAILS A-F,CONCRETVBLCCK SHEET 6 2.t1v MADE OAHU HV WINDOW MADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS or USE INOIGTED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 CENTERVATr DETAILS W SHEET 8 3. BERTHA H.V.ACCORDION PINS(HV SCREWS),USED,AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRICKS SHALL BE 114x2.75*AND 114XI-75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE ALTERMTING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 k5l YIELD STRENGTH AND log k5l TENSILE STRUNgm.PINS SHALL BE COATED WITH BERM NV DACROSHIEUD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND.1.MINIMUM YOM STRENGTH FOR 6063-T8 ALLOY 19 30.0 W,AND 35.7 ks,FOR MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET.12 S.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 k9l MIN.TENSILE STRENGTH- ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 Me SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 (I.BOLIS TO BE ASTM A-307 MVANrZED STEEL OR AJSI 304 OR 316 SERIES STAINLESS STM WIN 35 k5l MINIMUM YIELD STRENGTH- ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICAMONS:W BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 Hit BLADE ID&1(31 WORKING IN UNISON: 12. 13& 15 END CONNECTION DETAILS 7-12&X.WOOD SHEET IS B. THIS BERTHA N.V.ACCORDION SHUTTER SYSTEIV BEARS A U.S,PATENT 16'779,582-COMPONENTS Or INS APPROVAL ARE COVERED,IN WHOLE OR IN PART By U.S.PATENT I5'468.179 ISSUED I TO EASTERN , METAL SUPPLY.INC. Maj. HY WINDOW BLADE ONLY 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 TO SEAVCAULK ALL SHUTTER COMPONENT EDDIES WHICH REMAIN,THRU FAST04ING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 jo.EACH UNIT MUST BEAR PERMANENT LABS.IN A VISIBLE PLACE WITH WARNING NOTE.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND No DW Al ADE.II l ONLY CIENTERMATES AND ENGAGE OR LOCK ALL W AND 140 LOOKS. - I L SHUTTER WkNUFACTUNERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LASELINO TO COMPLY WITH SECTION 17.10.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY,THE JURISDICTION WHERE PERMIT IS APPLIED 70. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE SPECIFIC PROJECT,'i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P-CM (b)CONITRAGIOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON INS P-FD-,PROVIDED HE/SHE DOM NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CoNoteous DrUIXED ON THIS DCCUUW.ODFISTRUCTION SAM AT SIM IS THE CONTRACTOR'S RESPONSIBIUM OBTAIN PERMITS IN THE STATE OF FLORIDA (0)THIS P.FJ).WILL BE COW140MO MAUD IF ALTERED BY ANY MEANS. (4)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER Of RECORD(LO.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 10 THE PX-D.ENGINEER SK41L SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. owmmtit.P.E.D. SHALL.WAR THE DATE AND ORIOINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED It. FLORIDA BUILDING CME(Non High VcjOc*jty HUrricane Zone: "Ni . C 7016 EASTERN METAL SUPPLY,TMINC.A UNT—HA V Accordion Shutter System A.S.S.Ali KV.RAM#1 W1 OR W/O I-ILV..WMM BLAIX, -0 AmericiaNi Shutter Systems DESCRMNON DATE DRAWN SY' ML G & ENGINEERING COMPANY ,,a TlWT TESTING AssocWton, Inc. OLD,11-192 4/13115 OF - . �:t 6355 Kfi�3M.St.St..3M VR�W CONDOM,ROIVA 331W — Phone (305)871-15" (3o!))S/I 1531 4768 Wastroods Drive —2 DRAWING No 0-MI: West Palm Beach, FL 33407 —3 ........ EU-0006719 4 15-085 NAL 0 WALTER ADUST p. It,,f FLORIDA LJ.�If 44167 5 SHEET SEA[.' %SE/DATF 6 1 OF 20 ._ _. Yr FOR INiION IlI➢E__. -_ VARIES_ _- .918. �, - ®`.. - �asYs � � � - 1- b e 1.200' Mai 1 a�.1` S+ ��� • 0454' o 0.) 1 4.371 .^_1 �4• I 4.385• .M t-. _._... 4.857' 375' si,5�HV 90'f 180• STARTER LID (�HV SOBLADE �HV UNIVERSAL FLOATER �' QUAUFIED fFqR USE w/ COVERED UNDER US'PATENT #5458179 - HV BLADEQ) QUALIFIED FOR USE W/ HV BLADE� HV DIRECT MOUNT tUA HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ FN 6063-76 ALLOY AND TEMPER B(ADI.C� .J7 -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-I6 ALLOY AHNDD 7EMPER .124• 6063-T6 ALLOY AND TEMPER .0.22Q' _.. _1.500" •• .08ri p . j 7670" 556. � - ....... .991--Z8421 .0 2.26 6/0 . 072 1 15' .092' 4.436 (•oo ' •,I:Q.-._ ., -' 1.375' - _ V 9 _ OUAUFlED FOR USE W/ HVCd)HV WALK-OVER TRACK BLADE n QUALIFIED FOR USE W/ HV HV TRENCH TRACK ' 3.750-._-•,_ �6)HVAN. FLOOR TRACK 6063.16 ALLOY AND TEMPER BLADEQ1 QUALIFIED FOR USE W/ ]IV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY ARD TEMPER BLADE CI)ONLY. . � HV RAINGUARD BLADE J^/ 6063-T6 A1.I.OY AND TEMPER QUALIFIED FOR U E W/ FIV 6063-T6 ALLOY.AND TEMPER ^ VARIES _1.S,1iG'__ BLADE 1 1' 1.915• VARIES 1.936' 6063-T6 ALLOY D TEMPER o c1 . a 083" 083• o c_�__1103" .093" m •�_ .063• . ��_- "' 1 rn 125• _Jm: .060' o - ,Oso• - 0>, 1 .j14 - a� 6701.888' 11 Qtyf~ 670 3.520" .�_ 3.529• - 670 C`'7 3.520' S) HV CEILING HEADER ( HV HEAD/ER/SILL 03 HD CEILING HEADER/SILL C) -`- Mum FOR USE W/ HV BLADECI)ONLY, QUAUFIE 60633RT6 ALLOY AND BTEMPER-�ONI.Y QUALIFIED FOR USE W/ FN BLADE(1 j 14 HD WALL HEADER/SILL SLE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VAUDITY. QUAUFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY. 6063-T6 Al.LOY AND TEMPER T COMPONENT A B T1 17 ( % Y t 2' 2 0:125' 1" 1' 0.062• _.._ -..___- S"MAX. 1/6' i/e' S' 3' 0.090' .._._ ...1............_.._._..._- I.- . ! ` 2' 5'MAX.10.192• 0,192- ......-g-__J . (1�6 SIDE ANGLES -� �OILI�CORNER POSTS QUALIFIED FOR USE W/ !IV ALUIdINUIrI ANGLES n 2z' 7-MA7L10.190" 0.190' FIED FOR USE W/ HV BLADE) - QUALIFIED FOK USE W/ HV :.._._._---_- _......_.______I_ BLADE(1) 6065-16,ALLOY AND TEMPER 6063--BLADE QjY ONDY TENPER 0 2' 5-MO.'0.139, 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TIL(/��2/A�i T9 2015 EASTERN MFIAL SUPPLY,INC. . BERTHA HVTM Accordion Shutter System /TILT7E CO INc. A,S■S■A■ KV.RAM w/Qx w/o KV.WINDOW RADE �r AmeTtoan Shutter Systems qEV.ph OESC9IPIION. IMn DRAWN BY: M.L. TICCIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD ti-ts2 4/13/15 DATE $TATE OF t w eVs KW.3611,SL.W.305,VMGrIM GNWM,rL0100A 331 - ' Phone:(305)871-1530.Fm:(305)871-1531 4268 W88lTOOC1S Drive 2 -_......_._ --DRAWING No O''•,F�ORID ,.•0�,�` .-m.a: 00007nul.com West Palm.Beach, FL 33401 3 - 15-085 Sl NA1•�e"10 FLTERBAORIDA LMUIR)4167 5 - SHEET P.E. 5� 1I /DATE 6 2 OF 20 TJ4•-244(12" 4.576'.. 749' __2293 .T _¢0336' nAt HfaD SIXED'PAtNRa �FrD[a 2 9 .745• `o ^ - t (2 ryp} .—.-.. IitMISiPM ENAMEL PANrca .2 J * $ as 11N(EA .•._..��. .. �S.- O f} i m A�l%� !r�' � MI EGR£:i9 itiRN^ -_ ... � .462• m a 85^' .i. n _ rr` 7• .315 o 1,325' '' e i '. C .7{ ^ w ya WAM COMER Has(OE (CHROME TD) (2� HY CEA' R�MATE �, .___,, Z b ,s^ a` ., ._ �t'3as". ...t_ �Y LOC 0 HV EGRESS-I= QUAL(F EQ FOR USE W/ HV OLADEt�& to ONLY d6r Q' ro" 3.oz.3"_ _ a7 QUAUF]E11�OR USE Wj HV QUAUFiEO FOR US£W/ FMI 6063-T6 ALLOY AND TEMPER OUAtIfi£D FOR USE W/ HV BLADE t & ONLY e� -- B(ADE(T)& ONLY. SO 0)&0ONLY, 6063-T6 ALLOY AND TEMPER '� NY CORNER CJ�TERMAT aOALiFIED rOR USE V!/ HV OLAOF(�ONLY '290'00, 5Ta• 7.67d_ 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.755• 422• MOLDED Ta` m "r. tFW _._...._._,...�. 4.045' ._._.... 2�-- SCREW _"' �`. m4 ^ Li i.000•GY _ _. o.. 462 sn! - ,A E - _ n _ _ _ _ a` -8 6•�d ORE RIVETINCAFTER RNEtIN (( C 1/4rP 20 rLOW -yi ^- }a S.�'i�. THUMBS(�tEW S 471-20 0-2Q RiYNUT* I ap vumuS'9444 AUMINUu(2024-T3 ALLOY)LARCE FLANQ.THIN {_-.,..•2. ^ i.._....__3.T ..........� C Es ttTDaE'+FARC 10820.NEW JBRSD(i0705 Sr AVOUA r.HEF�Y tEXt4RN:PARSiPPQ7Y•FElY dO25EY D1054 OR E4llN. PLAN dean Et£VAT74tt ( HY MALE „ �( +.s66__.. .. ,. HV ALTRNAT�Vf SOCK 2�7 LOCKERFOR mT” t-O K c t�MA?E QUALIFIED FOR USE Wj FN BLADE i ONLY f1Y FEMALE "T~ LOCK CENTERMAITE � ���0 QF d�KE � OUAUFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE()ONLY W/HV BLADE 0 ONLY. BLADE(OONLY. QUAUFlED FOR USE W/ HV BLADE(OONLY 6063-T6 ALLOY AND TEMPCJr 6063-T6 ALLOY AND TEMPER :?,S }•OtUMOTURN _.--� - �4 cYUNDER OR .053• v, .463 '.Wz• ,}05' i j KEY CYLINDER .214' 214 ' m '0.675"Min. t.125'Max, c 4 C) ° ING ROD .} t3LLh 0 �- QUAItFiED FOR USE W/ HV 8tADE(1 & A QUALIFIED rOR USE W/ HV BLADEQ)&09 �l 6053-T6 ALLOY AND TEMPER D CENI'ERMATE S iNSRT i `rrn° 6063-76 ALLOY AND Tt:MPER 1 QUj1LIF(EDFOR USE W/ HV BLADE(1�8t . VARE5, i2'ML 6063-T6 ALLOY ANO TEMPER ' -- /14'f.2R 5.5.i?R 318.4-/6 L4-J _jTTHUM URN ti/2' } .•.t41 M' CYDN%R OR KEY.-i :..,.__:_;.�:.. _ ," S1S . 7 L1.78'M41 � LOCK1 raROL►1�` a/4'e �1 375'0 OUAUFIED FOR USE W/ HV BLADED Ht,nyt .318"o-16 AL x3 W I/4" 0-20 AdSI 3034 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HGOH DOLT LOCK. 6063-T6 ALLOY AND TEMPER I* t- •/ r't1O= SHUTTER ASSEMBLY SCHEDULE FOR HV Q-.HV 6A1 LT_ 41 p� TO BLADE i PCE Q HV BLADE 1 1 i DPE� EODE •,/ 1� A67525'HV BLADE 1A �! 1IN WINDOW BLADE .0625•,HV LONG RECESSED NYLON BUSHING BLADEs 875'. YxKNUCxLE�`} .062 5. > HV SHORT RECESSED NYLON BUSHING O1, (,'� I LT1T'1 HV NYLON HAT WASHER I I ©OR 1 ""N a c i i `.�n T e�a� tDuan � R7.75�/ 37w• u. I t HV WHEEL CARRIAGE AISI 307.-303 SERIESso" X 6.870"x3/18"THICK NYLON WHEEL. 3 _ T W I... .I N 2 7/8'MIN. HV i 6 f j es. , -D.iBB`6 A15I-3U7.'SERIES S:S-RIVETS --: j - - —SEPARATION I 1 ._....._...------ _ I - - 0625" Liv 1 3/4"rccoieDiori PIiV w/ s NEAt>* --- -- - - — —— EXTERIOR-- 3mj' � _ — .. ._.-..._-,_ -_....__..... II �1 T 1_- _ _ a.. __-0PEN7NOS _ ON"C3 EPS: --�Y_ _ WWWe3.7500 11V 2 3/4" ACCORDION PIN W/ #8 HEAD c I POLYCARBONATE IMPACT RESISTANT HV WINDOW ! ! "�"' !-1,.T; "� i CLEAR ° ti, , i BETWEEN TYPICAL HV WINDOW BLADE AND �• ! (DOR [[ `4 or i i 3 II � 11 74 s POLYCARBONATEW-WINDOW DETAIL - or EE I. (I)OR - i {� P_ Y R Q)QATE IMPACT RESISTANT HY WINODW (_' BAYER MAKROI-ON 3103 POLYCARBONATE * 1 i12'MIN.CLL OE RESINS, UV-STABILIZED GRADE C-- SAB(C - T. - ---�-•- TO BLADE M INNOVATIVE PLASTIC L.EXAN 103 RESIN OR Q� y 1 fes` {SEE NOTE "F" ON SHEET 19}. \ o �; _- 1 .11 (1) HV. PIN @ SHALL ALWAYS BE USED Af ALL EXTERIOR .�� 3 , BOTTOM KNUCKLES OF HV ACCORDION SlO SYSTEM W/ HV OR POLYCARBONATE SOURCES FOR HV 0 BLADE. "CAL SHUTTER ASSgMBLY EXTERIOR t �T N.T.S. /^�� /� T _� StR6l� m u4ioc HV PIN C:J OR V.y AT E ran°r (2) !iV PLN MAY SE USED IN LIEU OF AND ONLY Al � EXT OR EXTERIOF2 DOfTOM KNUCKLES OF, HV ACCORDION SYSTEM W/ HVA 00x4•, BLADE'S KNUCKLE. PIO�ret P�.4.va BLADE WHEN CORRESPONDING TO INSTALLATION 'Y1", SHEET 7. (SEE NOTE *EOR sPCCLr c 9wnww A9IY m91 983 IAM" a9u Ieln' .. _ REQUIREMENTS) = . TY� 1 III iF]191E Y1E19 STIRNGRI ASN 0&1% 9.499 0-4i. 9sg9 P°i (3) HV PLN @ OR i13 W/ 1/2" O.D. 1/16" THICK S.S. WASHER V4FLIMPA STRUCUTA3Me "'•Luo790 12AW '''' uw°° wx • '; rU)x1pA mmxx0S ASI,0799 x0.990 Pa- 345.999 P.a:. SHALL DE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL. X. B>p g h 1I i I asr6D SHF..ET O I +MC=1700 ARTY 67% 1a rr-rot 17 n-W ; i FEEL CARRIAGE QETAILsumotNSIF .strr 028ea 47:= tl4,s x wz ASSE[EI@I.Y LAYOIJI s ATE Of It ASSI o1w a row CLASS -I Cl S ASTM mS5 TMIE STRENCDI ArM MrAiN ASI,615 9301 Psi. � tltl49 w.I. (1) HY BLADE SOLID & del HV WINDOW BLADE DETAILS ' s>R��°�""" ASI"° a4Gr 9.t i. Pa. N,T.S. - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \141 A tiff// Com)2015 EASTERN METAL SUPPLY,-RLC.._ a,, 4�ER . r,� ,,,, — B RTHA HVTM IL �E C d INC. AmSwSnA. Accordion'Shutter System RV.BLADE#1 WJ OR W/0 KV,WNDUW a" _ (Al" , �! = American ShuBer Systems 7 TILLIT TESTING SE ENGINEERING COMPANY Y DESCRIPTION DATE DRAWN E1Y:-M. Q•, ATOF y NAS N.w.s6..Sl,Ste 36S,MRG9M OWDENS,FLORLOA 3315 Association, Inc. t OLD 11-192 41 10 jA 5 DALE: 4/13/15 — pt—:(305)871-15w.FG.:(30*71-153t 4268 Westroads Drive z 9-m99:t5teco09m.c9m West Palm Beach, FL 33407 3 OLiAWCiNC f1NGo rri�ss/ q+ • •\1 p�� E8-0006718 J`V[7 rir7r�rY�l WALER A MLU.#.F.E. 4 P.E. S�Hl!/09 �l�URE/DATE FLORIDA u9.p 44167 $ SHE 4 OF 2O AP 02 04 C23-6� • *WL�- *NOTES ON HY LOCKS AND CENTSRMATES. &-#L-ONE RV LOCK or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"AST OR BE - . OF SHUTTER SPAN FOR SPANS UP TO IW,AND FOR IN 111'r ANY tc t It t If t t CLIMATIC.. W LOCK 41 or 442MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED"T. -IRsei IT MA 4'0-20 x 1/2*LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 0 E' SHUTTER TYPICAL HUR A ON. io,5.04 016 4 ? MM"L IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO KV OR qq ft BE USED AS AN INSIDE OR OUTSIDE I=.CONNECTION OF LOCKS TO CENTERMATES if OR SHALL BE AS INDICATED ON NOTE(1)ABOVE.LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. ammm d2 IQ ONLY WHEN MOP&MM ODNMM#11 OR UMMM MANDATORY MMITION JZ IS USED ARE NOT REQUIRED AT HURRICANE POSITION,BUT MAY HE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKNG RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). 4, MMLQQbUflQHj&-0 SHALL BE USED AT CORNER CENTERMATES FOR_ANY_SPAN__ ONE W K 4, 0 AND INSTALLATIONS AT ANY-ELEVATION.-L140vF1.02 � 'I' or 6$1-SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED To al CORNER CENTERMATE W/(2) 1/4 0-20_x 1/2*LONG FLAT READ S.S. M.S.TWO LOCKING RODS 05 T S xBc-HYD AT TOP&801 0 M SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3R4 SSS Z JI 11 S. MDRION fj VALID ONLY FOR W L QM 94 ONE ALTERNATE W LOCK 2 AT BE USED IN LIEU OF W _ 10 o FOR Y SPAN AND IN- DNS AT ANY ELEVATION.AE MNATE LOCK*�MAY BE USED 0.OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20.3/4's,s.THUMBSCREW TO @ OR'9�CENTERMATES-SHALL BE MADE W/ 1/4'0-20x3/4-ALUM. RIVNUT AS SHOWN ON SECTION HVE.SHEET& ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. J3 FOR KEYSTONE G. ONE W LOCK 0 or @ or(��SHALL BE USED AT 1/$OFSHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96*,AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK ft or @ or j@4 MAY BE USED AS AN INSIDE OR SEE END OUTSIDE LOCK,ATTACHED TO @ or 91 SYMMETRICAL CENTERMATES W/(2) 11,V-2o x 112"LONG FIAT HEAD S.S. M�S. L, 1%'p1ICN OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0W/0 CONNECTION 0 BOTTOM is COMPLETELY MANDATORY. DETAILS ON SHEETS 10& o' 18 rep,FUlL 11 ,,EIGHT. OF CORNER *NOTES,.ON HV "T" 1 OCKS ANp CENTEgMATIES, CENrERIVATC N TE DcK MAY AL UEU OF LOCKS �OR FOR SPA N ANQ INSTALLATION AT AL .K �0Y BE USED AN INSIDE A77ACHMENT l OF 0. IN_ IN.R ME AS ON SECTION El D C. NECTETO � ; aLON. SriD;'LTW" (D WiN USE TWO 4 . K_YI 'D AT MIDSPAN D. AND NN' AN OF LOCKING RODS TOPANDBOT . SMANDA1111. GNUT OR W 1/4"0-20x1• *NOTES QN HD L90a !1k CE ES: 1. HD L+�G ' W!ND CFMTEEnYny+txa`, ; �M: ONE ALTERNATE HO LOCK(,4 MAYBE USED IN UEU OF TYPICAL (1) SHUTTER ELEVATION HV BLADE HV LOCKS �1 OR qq rOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 6- �MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 64 TO a IS W/3 J8 A 3/8'F.H. AND INCLUDES REINFORCEMENT INSERT tl AS SHOWN ON SECTIONS HOTI-HW AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED At MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE Or LOCKING RODS d§l IS COMPLETELY OPTIONAL- FWRIDA BUILM CODE(Non High lVelocity Hurricane one A. 0 2015 EASTERN MEIAL SUPPLY,INC. BERTHA HVTM A.S.S.A11111 Accordion Shutter System 11LIECOINC. KV.BLADE#1 W1 CR W/O KV. WINDDW RAIX UJT TESTING & ENGINEERING COMPANY American Shutter Systems REV."I DESCRIPTION DATE DRAWN BY. M.L. STATE OFssociation, Inc. 192 /13/15 DATE d/t3f15 N.W.A3&h.st.,ste.3M.wmih OARDw.rLordaA nm 4268 Westro I OLD 11�1,� mi Rl Ph— (305)B71-1530.FOX ads Drive 2 DRAWING No ­.a:tiffe..ftwLft. West Palm Beach, FL 33407 —3 WALTER A.VUrr 4 15-085 rLORDA Uc� 4�06�7C S. SHEET 5 OF 20 r--CONCRETE ANCHORS POURED CONCRETE POURPOURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCREIC CONCRETE- SHEEr f3) REQUIRED 1/4'0--20x3/4'S.S. REQUIRED REQUIRED - CONCRETE ANCHORS I MACHINE SCREWS ".. -_ (SEE SCHEDULE ON W/1/4•-20 (SEE SCHEDUULELE ON SHEET 13) "CONCRETE ORS T f 17 1 Q r DNEE M (� aNNNo TUI ON SII[r 1) SHEET 13) NUTS a 12'D.C. / -S�. i OR`t'_4� Mm.; _.1/4-0-2Dx3/4'S.S. Min. EO EQ-�� MACHINE SCREWSL EQ- _.. - /r USING 1/$'-•20 NUTS - •- -,�...19 • ,t j/,j: �2` I U 12'O.G. , 1f r'--_ E.0.4 / -.250*Max - - t 3 OR s X 13 at 15 r r D f 1 .250`Max. I Max aPnoNAL PnoNAL. f TO O GM (SEE �(s¢ WI ;,,,SotIxAE ON 9t1T ? —t—H-[7R-ml9- AIi3—_- -- _..__i i MIN.SEPARATION'TO GLASS W 51617 19 FOR I —�l___._= r , EXISTING .. EXISTING ; Dvesmetf4l I r -�_—.. -- --0. GLASS-"—•{SEE SCHEDULE ON SHEET ii)_" ) , • _ I MIN.SEPARATION TO GLASS -_-- .. �{SEE SCHEDULE ON..StTEEt 1t)' . ._-. .�.. EXIS1010 - G1A55—t ') HY WALL HEADER INSTALLATION HV WAIL HEADER INSTALLATION (6) HV WAILHEA E]ER INSTALLATION + KMTONE GLA. --4. MIN, •''NATION tO GLASS 1 Sh 1 (�♦ -` (SEE SCHEDULE ON SHEET 11) 1 IO aA4(5Fr(s¢ I I "`,!OR 'L'Y MIN.SEPARATION TO CLASS I e 1 rXIS71NG_' ;^ CLASS 111�q U Ey AW-I�r r�r i(SEE SCHEDULE ON SHEET 10- ' w s m/6�rFDt WWW LL�tttIll ' --_� RlatSmA ,1 tN Ex1sTIG�N ' / % iM,\ OPTIONAL 11 1/4' C!T7 OP110NA1_ _.I T/4'Mox. . .___ i,, n �MvxIf2+- E q OR,/� ._. x3j4"5.5.+ 7 --EO-hRUSS HEAD j 1/A 0-20x3/4'S.S. PHILLIPS I I-- CREWa USING _. �_. CONCRETE ANCHORS •---`•f-..fit!-/" CONCRETE ANCHORS r/. r ((( 1 .TRUSS HEAD MACIIINE SCREWS I (SEE 5CHEDULE ON SHEET 13) r rr NUTS 0 12'O.C. {SEE SCHEDUtE ON Wf 1j4'-20 NUTS O 12'OC» POURED CONCRETE J / POURED CONCRETE--• SHEET 13) OR CONCRETE BLOCK /_,_f. ,y.. _ OR CONCRETE BLOCK WALL REQUIRED CO) HV WALL SILL INSTAILI►TION `�l (scEGSGHmuLERETE low REQUIRED roDRED CONCRETE.. SHEET 14) lF/HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED CE j HV WALL SILL INSTALLATION{ N07t' E S_EET 4 TOR PI,L SHUTTER INSTALLATION DETAILS W1 1- SEE SHEET 4 TOR TYPICAL SHUTTER M E. U, s EDGE DISTANCE ASSEMBLY ♦ SEE UMy ANONSOF USE WN rr 2-. MOUNTING SCCRONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE QA)ON SHEET T9 1.�� HV BLADE M ANYWAY 10 SUR ANY INSTN.L UPON. Hwmn FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ......js�� ©7.015 EASTERN METAL SUPPLY,INC. ■ ■ ��■ BERTHA ter E C Q �Nc. HVTM Accordion Shutter System �� '* American Shutter Systems EY.N D[SGINPnoN DATE DRAWN BY: M.L. -4: S A �rF-- �" #1 W1 OR W/O KV.WIMM OLADE TFL11T TESTING ENGINEERING COMPANY c 6]:9 n.0..74m.sL,slv.sos.vIR06mt cum[Ns,rLoa.all Association. Inc. L OLD 11-1 92 4ft3lts DATE: 4/13j15 PI.-1(3D5)Bn-153o.rax:(30s)s-n-iSJI 426$ Westroods Drive 2 ''••. ��� a-.n�R:srtaaoeaor.anm DRAWING No �''�•SSOVAL CI 0", ED-OWS719 West palm Beach Ft 33407 3 I�-085 'YI!!!!I IlNt%%%% WALTER A RUIT 3r.P.F. 4 P.E.SR['t g«NATURE/DALE FLOM A Ua #"167 s SH[Ef 6 t3 OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON sHtCE 13) i TSD�(= ,�: OR REQUIRED I SOEV tE 011 SI4Ef EX15TING I I I 7D QASS 'A EDGE OF '-t„EDR f%AOE 41MO ' GLASS-J r(9L 5Ca®u.E am- SW / IF � .' 9EET S9 tW r MN.aTXaitnt � t 41EET tl) F D. APPUCABLE EXIS71NG 61A005@& Ay i+-(saz 9®AE"' 9 f/ GthSfi r t r aN 9aEi 1p , ' OCA ION , F , I ' EXISTING r / 1 e 1, GIhSY LOCATION ,f ,t f i I 1 1 DR 13 OR 15 r t `I •"®10x3/4"HEX WASHER HEAD I i i `� i i t 1 i i c J/8 NM TEX SCREWS 0 12'O.C. i EDGE OF CONCRETE ANCHORS ANCHORS I — lAv IF l7 I (SCF.SCHEDULE ON SHEET 13) E ,L,f APPLICABLE I _ EXISTING GLASS II I r EDGE OF G1A55---+ I I CUA OF- - F SLAB IF ut4 sus 1F !r �fij2tf •tsi 6OF 17 ,/./ APPucABLE t.�. /Jl �. _Q.L. APPLICABLE � ,_...E.O: O. L tD =SIT l/ APPLICABLE POURED # .- C'ONCP POURED (SEE SCNEOULEFLAT �Vb CON SHEEP ANCHORS7 . salImU w S AI ! / f CONCRCTE I O' '") 111v1 WADE YDAq II � POURED- .. REOUIREO RF.OURED ` w siLcr,y rw 1 DR `t7' CONCRETE -._ .-... _.. ...J.._ .,- FLAT HEAD CONCRETE ANCHORS —; axEscO�i�- — r�EGUIRED E.D.•--- E.D.•..__. - (11}iTRENCN iNSTAL[ Tf{� Ar -- --- i {SEE SCHEDULE ON SHEET t4} -- VALID ONIY`FGR UP 70+70.=75-PSP-ICS:D.—"— {R HV FLOOR INSTALLATION t U AT WALK–OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER (G) HV CEI ING INSTALLATION SCHEDULE#3, SHEET 11 ..._.....--_..� OLMricra_-. _..,.. Y un.sTyx+MCW CONCRETE ANCHORS –Ar— CLASS, I ro SxA� I- _.._ (SEE SCHEDULE ON t-.._... -.OTS S�+tLV,fs_......__...�_. RYC SamiAc �._• '�/._.`- 1146 M�nsS#Aw/ arsm,q /�_. I 9sET n) SHEET 15) V IXGLASS- EXISTING FXISRNC -„- _ _ GLASS . GLASS ,Mx.ff.Oxu O row I ._..--.' GLASS---, ... ! TITNFRS.TA 7t AND 0MrVWM5W1 I 1/,y So®lRf w'3Y5T,11 ._ 1 , t F,u Tis3r:TaFPOL+ua+aR+x! L MAfc. Y 1 w I M SCFNMgN N 1 3/4'MN.EQBFDIIEM V 6" ..1(32 SC4.fk0.F P1 ,t) 1 l Q.S FUR UP TO 6'-0"SPAN ND LJ I I N r�t 1 L'QC FOR SEAS tAR4Y.R THAN !I 1 1/4" �SFAAN7 tApT R41RF FAS'7FTEV FlIDY-^ _� (TTP.){5>E NOPE 1'1 ON SFELt it ` 15 ,N -r e @1 px3/4'HEX E. ♦ FYM Ine'rAlOxs _.. _ MAX. t WASHER HEAD '/ I �..._ „- I . r` uvl t -TEX'SCREWS ,I( [mt7.sEUNif-_'�_t.. I-» #14x3/4" HEX I-c� TEN SCREWS a 9'D.C. -/� i S 8"/ \:+r 1, ,t G#} .• OR 1/4'0..20 S.S.M.S. I CONCRETE ANCHORS ' _ _ 6 ���� f- j #14x3/4"S.05. r_ ___ 1 I I -7 "j• ,� 1H�-20*3ft'SS NS W/NUT a 9"U.C. ` �"-(SFE SCHEDULE ON i j21 / �:J ." / ./ O 9"0.C. t14/n I SHEET 14) IJ ;'- t?2 t .•• OUSYM NON SMUMRAL EDGE OFr{ WAL Mw(OECORATNE f- 'ii"/' �' '"� /i, i�/ / stAs IF l / /// \��` / \-014t.1/4-r.H.5.0.5. j'• ••.MIN. E;D. NCI} ! =i r/B•1--;f7/B` '` ' APPUCABLE '. a 9D.C. • r PoaeEO eodcRETe _ r ...CONCRETE ANCHORS AEE NOTE I3(b) __.REED i+ D f PO IMI CON*ETF. (SEE SCHEDULE ON ON SHEET 1 , `SEE NOTE 13(d) - / "">' -."_ >'- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE- ON SHEET t �• '• •• REQUIRED OR CONCRETE BLOCK _ _ p oPDONALj POURED REQUIRED rJ 1SEYSTONE MOUNTING INSTALLATION GONT:REtr ' (K HY WALL FLddR INSj'A ATidN rt) IPV W L WALK–dVER NSTALLATIdN VA M ASD.DESION PRESSUW-+64,-77"f RCOUIRED MAxMUM SIWM SPAN W-0- {�) HV RAINGUARD INSTj LLATION t am, (TOTE iOR COIABI)4ATON OF$,ECOONq: , 'I'iN4S INSTALLATION SHALL BE E. D. =EDGE DISTANCE REMOVABLE WHEN PERFORMED T-SEE SHEET 4 FOR TYPICAL SHUIT£R (SEE SPECIFICATIONS ON SHEET 13) ADJENT T N1 OPERADI.F,F.%H ''� BF ItAITAtOIUNNSt{EET or 9 FOR ASSEMBLY IOR �� _ INSTALLATION DETAILS W,J ', HV BLADE 2-MOIlN11NG SECTIONS CAN BE COMP.INED IN ANY WAY TO SUFF ANY INSTA7 AIRON, FLORIDA BUILDING CODE(NOn High Velocity Hurricone Zone • ``,`,J���R�• r�C(�T�i�� 9)2015 EASTERN METAL SUPPLY,INC. / BERTHA MVTM A■ ■ ■Ali■ Accordion Shutter System I�E"LEC.0 INC KV.L3RDE1 w/.oR wfo(tv n1NaaYv aroE *•• �l t�f'* TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems EY,. DESCRIPTION DATE DRAWN BY: M.L. c'• STALE 01 :�yz W6!N.W.AtiN.St,SI..MC,'Rm.CARDLMS,RDRNA JJI Association, Inc. I OLD 11-192 4/13/15 DATE 4/1"3/15 ,-T -r�-([,"k�'a . Pnorrn (305)871-1530.Fm (305)871-1531 4'26$ Westroods Drive 2 �C` 'r\ a-mad:tiitecoPoat.cem West Palm Beach, FL 33407 3 DRAWING No ii `�S .•,G ��` ED.01306119 0 fit.CC♦14�\` WN_iTR A 71LUt 3r,PX4 15- 85 "�x+�+ P. SfSlu"WdE/DALE FLORIDA U. p 44167 6 SHEET 6 7 OF 20 r' - - _ ----- --- - - SEE NOYES ON LOCKING RODS 0,HY LOCKS©er EO U-T F,� EXISTING CLASS INSTALLATIONS W/ HV AND ALTERNATE HV LOCK 0 O SHEET 5. • OU90' IN � I **I"VE SLACK DETAL HW IS VAUD FOR ALL BLADEW HV CENTERMATES CENTERMATES APPLICATION WITH BLADECt OR EXISTING GLASS DETAILS fled SEND HCONNECTION &O g 212'«,/0'x0'-2 6 1/2' 7- 2. • 1 t (6003 TO ALLOY)ALUM. OPPOSING_.._. .. .._ _�. . ..._._ R__...L ANGLE W/(z)1/410 TAxoN ,tz' ea - _ SYMMET YCA ANCHORS To CONCRETE CENTERMATES MIN. strARAT1an (To k stoxsl6' i2' CE ATES (4)g70at/z'S.M.S. iU TUOE� O.C.FULL LENGHT. V LdCIC OC ttu/,-,CE_(...QGK ar (5ETOSCLAS SCHEDULE AT EACH ANGLE-(TYP) ON SHEET 11) - - 0- _ C?�..._ 10 HVB �O11� 6 R �* HVG td•���3 �•�� HVA / ��®��-'� �`-'a)a��� EXISTING GLASS POURED CONCRETE OR �•�• l�wa��•®GR:..—� � f d!.O- .-�. _. t�(•;.,t�'T\0rI.:5J/).'���°" ( +_.�—LE ._..._ .. ... CONCRETE .CONCRETE,—R_I.O.C._.K WA�L L •Qa8a8 • i �ORQ* NO 5 L *YMETRICAL 13 -O.©a@•O `EXISTIN M1.sErn;ATION CENT RMAT S W/ O " emscH u -UONALoN SHEET 11) / NtN.SEPARATION (/�'�yy �''� (IN1T7110R) O © �• ji TO GLASS a C.7 •('J-,y) _..._...._�'"�._._-..._. �_i % (SF.E SCHEDULE I N OPTIONAL .... ON SHEET 1 t) (INTERIOR) _ -" — OUT _._ _._.___ ___ __ L / J I Y * r �.� .-il L � f- ��ANCNORS ON I to !; _ � {!�•J YA1I�S! � 16'O.C. r/ 1 r 'Z + {'1'l� OUT 6 1/2-MAX.SLACK. ..-.-_.... HVD oUT C.7 J —...._.. ` (EXTERIOR) H V E "CC..33"" H V F** FLORIDA BUILDING CODE(flan High Velocity Hurricane Zone ©zo15 EASTERN mmi.SUPPLY,INC. BERTHA HVTM \Gc��'% r_�..1e ` 1L E C Q INC. ■�'■ .N■ Accordion Shutter System EN A H.V.BLADE yt W/MW/o H.Y.www6(ACE //•��•7� +k= Arnedcan Shuff'er System$ iEV.NJ OCSCRIPRON DATE DRAWN BY, H.L. TILER TESTING Et ENGINEERING COMPANY AssOCratlpn, Inc. T QLD 11-192 t 13 I F &w M.W.36M S4 Ste.30J.VOMNA GNIDOIS.FLOROA 3 31 l 15 OATF 4J13/1s Phone:(305}171-1530.Fax 1(305)871-1531 4268 Westroods Drive x DRAWING No Fj P ��+ c-mm:•meca7eaee West Palm Beach, FL 33407 3 15—U85 WALTER A:nun Tr.P.E. ASHEET 1TrTkE/DATe rtOR OA LK /s4167 5 D 8 OF 20 T AT ISA - -W "I's L CK &0'1 Hy MALE/FEMALE "T" O SCE ER T -Y- LOCKERS 1 V 'BLA E SEE MD C0N" C1O" OEi�Ii�ON SHHMM +D a '$ ININSTALLATION Cts HV BLADE -- - oUT (] '1 °�'"`"� �,�DETAIL Nw.p mmo aN sNw 9. W f HD.CENTERMATES � •t7• (� (� b. •� AS W£LL AS UNNF.1LSaL.FTDATMC DIALIE®OeTAR lIOO h . - ' w 6 T w 8 w 1 w UMICARD ON MIS SNEET.MAY M Wt11 WTH TIDY ALTLRNA 96TNAXON OETAIL IM s+wwN•m1M Wrr' SEE END WALLLOW.-- 1 ®'�o�^•�O:® w-Taff5 ON SWEFIS_to t to � � ® ®wC�•4s�'O �w rxr mw.. ®•®Y�9•�wl arm Wi) J10.31e VLXS.0 12' t AT EA4H uue{itF) _ - a.C"M, �';; I n I N (+)N.v_.__. { 11 I��N N v AM 9FPA 41L w c5 3 30 HV T' PINS(7YP.) 7 3/Y PoYs CI1T)� .3 - - IN.-CATTM LOCK (INSIDE) O 3°/° +— ..... -- cN sem Ak1> js'. 5°M 1 I Out, 31 oN 32 f3 33 oa�32� 31 on 2 31 aN 32 #set Nate 6 MR IN LacK(3�. @ 1/4" 0-20 x 1 1/2" S.S.M.S. -' 35* W/ 7/8"0 x 3/32" WINGNUT. LDPwok) DB—HV8 =OUT HDC —HYC I UXK,ON sNrtt a. (Y * S,M�t.�TRICAL HD'CENTER-MATES' F7 J HV "T" LOCK (OUTSIDE) SYMMETRICAL H) Ct¢TFitMATES �* ' W1 aS ! LOCK_{EXTERLOLI �L !._45� SINT_ RIOR 'I•smes 94+ALUWNUM . Za A.-13 Rtmry LARGE R MU THNSHMfTp1©r Ow$/ 10•L"'\w AS NFACTUI.PARI t 11570. ®'@-J©'8w't� _ As MANUFAt'T11RED M AE3V a1tRR! �, OQ+ w 07054 O•PEQUALCNY.NEW�R.,tr O 0 0-&Q).@- ---------- - L.'lw&Q) @w W No rs w" xc aoas�,e Wo L=oN%w WWMAL Wm.TAxnt(lpn..a.NDD-Ka.t$ • .__._.. - -- %"ITKi AIL RNIOAY1Y14 APILDA,KMS,YIN DIADE o FLOATING STACK FLORIDA BUILDING CODE(Aon High Velocity Hurricane Zone ' ®2015 FAcMRN METAL SUPPLY. INC. 'LtGEN� ':'9 �� BERTHA HVTM C =�. /775L R76�7,"�. A■S■S■A. Accordion Shutter System H.V.86ADE#1 W/OR W/O KV.WINDOW IXADE American Shuster Syssems usclavnDN oATt DwwH er: Id L. s �F '. TILLli TESTING & ENGINEERING COMPANY a353 K.W.3W St.Sm.3D5.VOMM WDENS,n0Rw 3316 Association, Inc. t OLD 11-192 +1365 aAt +j t3j15 �0�+�� Ahnna 1(305)671-1530,F..:(3a5)en-1531 4268 WestrooCs Drive 2 S , `�`� e-mdietccotlootcwn DRAWING No West Palm Beach, FL 33447. s s -0006719 /0NALS _01`�� WALM A 11LLR a,.P.F. ♦. 15-085 P.F.SE� jiI9 ATURE/DATE R°RAW iAr. ,4167 s SHEET D 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE AL J�W*~ ff / POURED CONCRETE 1 CONCRETE BLOCK WALL Ili/ �+ OR CONCRETE OR CONCRETE -_ ._ OR CONCRETE R 7 BLOCK WALL REQUIRED '''''''--^'''---''' CLOCK WALL RrOUIRED '-"' BLOCK WALL REQUIRED // II}f • EXISTING GLASS - �EXISTING GLASS CONCRETE ANCHOR !1 r / / ^•'--•.... ......5 EXISTING GLASS If" EXISTING GLASS ` 1- � 7.'MIN `}I T t5 S6'O.C. j t-MIN. �. ... S / MN.SEPARA j 7 ! _ 1 _ ! TO tus 1 II 1 MIN.STI>APARCH f SC1iFD1.lE ON 5HFF'L 1O'SEPARATPON ( ; •I MN.SEPARATION EQ 1 EQ TO CLA'S(� 11 FOR HARE OAND j MASS TO GLASS(SEE SCHEDULE ON SHOES i/16'x3'MN(.-.--_.-� ON SHEET 19 FOR i SCffDULEH.Am'7E{ AbI3 SCHMULE SFS 31 FOR MADE ONa (6063-T6)CONT. SHEIET EEADES©&Qf} 11 FOR fA"(DAND (LOCATE ai(�_.- ._ pON SHEET 1ac FOR ALUM.CLOSER '. I gip& ) crl�a,'ET 1s� rB=SIDE -_ 0 PLATE(LOCATE � t—"tr H.MEs pdc OF Q) AT EITHERSIDE MIN ` 1 C _..._.�...._... OF 4D) •� ( 4-USC 1'OR 2'MAIC. R10xt/2'S.MS�r! , II1Gx1/2"S.MS.-.jI 1_.•.... - % •_ (AS APPLICai81.E)xz•x 1/0'x0•-2' ---- -'•�'•F a 16'O.C. -J_ ALUMINUM tCii CUP ANG 4D 16.O.C. LE ---__--1 J~ < l �'� i -� (500-TGALLOY}AT MIDHET•- (1) Q10.1/2'S.M.S t2)1/4"4 TAPCONS ANCHORS TO - SEE OEIAIL X FUR � WNl AT-1"-O.C-(LCCATF-AT—— SLOE CONNECTION (11 OR-@r OTHER SIDE QF I&) a( OR OR �' SEE DETAIL X FOR-� W ()R TO TRACKS --»-.-- - SIDE CONNECTION `✓ ix. 7 8 SFE DETAIL X FO 4 TO TRACKS r,_ __. _. f «�"'d O°A •'�`« JryUE CONNECTKNi �._ «�1°iti:1•Q°1 8 «�aQ'.Q«8�, 10•®« ro•�«©•�.©•®« TO TRacKS 1 END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIi (3 - END CONNEC-MH DETAIL 4{� 4-REQUIRED ONLY FOR SPANS GREASF,R THM 12'--0• •POURED CONCRETE OR DUSTING GLASS / CONCRETE BLOCK WALL �` EXISTING �d�L z f REQUIRED / GLASS -'• _.,........ \:••/��— . MN.�`ARATICIN 17C31(1/2"5.M. ""-------- sc TTO.w ss(v4EET / ® 16" .C. \.� UX SEkPA-ACR Y / ,.LL.--__ _T_ %' _ 6 oR 8 oR) OR ----- r 11 FCR FT 191FOR CONCRETE '. IJ7"MIN TSCIGIXILE ON(SEESTIFEI f ON 3Ls 19 FOR ANCHOR W 11 FOR RAM(I)AND � �' �-`-'-- _ 7 Oft OR g OR) CO NC LIE .._. .._..__..-.f._,. ..._' 6G17F5 pg Q 12.O.C. '-'_._..___5_-. IXA%WDES 1 4 ___ __ j ON t�ET 19 FOR m 16 ( C4 ( ! ! f OR� 1/2'MIN.__.»..._.-..t ¢ .. JZK MIN. _ OR H OR OR ? MiN. -- 2-MIN.�� ♦SEE LWfrATIONS OF.USE FOR IEE y BLADE IA ON SHEET 19 t 1 OR OR} ORT ,yIEW Y f r 5 ` j OR �'_ p A` ( l PIAN POURED CONCRETE OR '" OR ! •_-____—_T.,••_..: ®«(6 7{;}=a(�,�{}OL .¢ « DETAIL X END INSTALLATION R OUIRE`0 BLOCK WAIL \ 1om�nQ•�Q.®a �©s0-@ O�« HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAI ENCONNECOTtETAIL ® �.p•�tl FLORIDA BUILD1N6 CODE Non Nigh Velocity Hurricane Zone NA��A.Tt(4f ANm 2015 EASTERN METAL SUPPLY,INC. P�` <�EN s'r`�P"% BERTHA H1 M --� L E,�_..�,.- \ A.+S" .A■ Accordion Shutter System t N.V.BLADE#t W/OR W/0 N.V.WINDOW BLADE TLLU7 TESTING & ENGINEERING COMPANY Amerlcon Shutter Systems •x llrscxwllox DATE DRAWN W, M.L. • STATE OF 'C��,�: 6355 N.N.36M.St.SU.2115,MGM GM10M RMM1 M,M Association, Inc. i OLD 11-192 4/13JLS DATE: 4/13/15 Phone:(305)871-1530,Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING NO ••• "'•"- \ a-m 7:3tteCalltlW.tam Fb'�r .•..... . �` ED-OOD671D Wes( Palm Beach, Ft 3340't 3 15-0$5 *1,;,A /ONAL r:ti`�r�a WALTER A.TIU3r dr-P.E. 4 P.E. t�`1lf.Lfr9i1S1l1ATfURE/f1ATE n-OR'DA Uo. 44167 5 SHEET .6 10 OF 20 SCHEDULE#1 SCHEDULE !!2 SCHEDULE 0 MAXIMUM SHUTTER SPAN* "L+'OR I-* MAXIMUM SHUTTER SPAN* "L+" AAXIMUM SHUTTER SPAN*-L I (ft.). FOR INSTALLATIONS W/ ­­­ OR -L-- (ft.) FOR CENTERMATE To-r LLATIONS / )R "L-" (ft.) INSTALLATIONS (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN S. . & or I . INSTA �M W/ rA CENTER MATES CONCRETE WOOD W/ONE H.V. LOCK or 0 or%or & W/ONE MANWRY 0 TW/"C 40C, Or 0, E HV LOCKS POSITIVE A.S.D.DESIGN PRESSURE RATING. 14D LOCK (a W NO LOCKING RODS . or ONE FIV LOCK or .1 L-t MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CFNTERMATES & W/ ONE HV -T- W/ NO LOCKING: RODS . OR W/ NO LOCKING WALL A. B. C, D. I- MUDS - . N, 0, P, 0, A.S.D..DESIGN PRESSURE RATING. LOOK @ W/TW LOCKING RODS @ TOP (SEE NOTES t,tt) MOUNTING F, K& L R. S. &V. BOTTOM (SEE NOTES tit) (VALID FOR MOUNTING (2) PROCEDURE to DETERMINE MAXIMUM SPAN FOR SHEET 7) FI.00R/CEILING G. H, 1, 11, J T. U. W & X WALL MOUNTINGS(TOP/80TIOM)OR FLOOR/CEJUNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD MOUNTING UNMAN 1AWLAW APRE - INSTALLATIONS 0 ,CONCRETE. & M PREZURE WALL MOUNTING Ft- &&D.TIMM "a LvLch STALLARONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. ..7(C1IUNG PIM=RC WALL MOUHTNG pFwswn DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. MTOM RATM FI.O0R/CnUNG MOUNTING E (..A) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, d OR C.OR FLOOR/MT114 MOUNTING 41-14 DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. (.--) FICKIR maounwc L 4 -L-TiF'"7�­Iaj 't (ft) (ft) L I, (a) t-(a) d MAXIMUM SHUTTER SPAN "L+ OR 'L-"FOR 30 OR LESS 16'-0" 16'-0' IV-O' 16*-0' .30 1 W-C' w-0, .30 16'-0' 76_0 INSTAILATIONS INTO WOOD SIIALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO,THE 1055 psf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN -L+'AND 1--. =__35_ _4'S1Q__14_'-IO-__"15'-2• 6 35 14'-10' 14*-10' jb 151-2, 16,-10*, 40 13"-10_ 4L-2.. —40 —40---14'=21 I5-2'- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 14*-3� 45- 45 -COMBINATIONS-IN-BEIWEEN-WALL-MOUffnNGS— '__'�5 _T3-1- 13!-[^- -13*-4-- 13*-1' 13'-1*- 13'-4- 14*-3* KV CORNER CENFERMATE 03 MAY BE USED AT ALL t _60--_77-5- 12._1. 12'-8* i3*-7- so ur-r MOUNTING INSTAI'• LATIONS. LOCKING SPECIFICATIONS W/FLODR/CFII ING,MOUNTINGS: _T2T SHALL BE AS INDICATED ON MANDATORY CONDITION J2 '�5 -IW F-10' 12*-Il* 11--lo' FOR A CIVrN POSITIVE AS.D. DESIGN PRESSURE i V-7- RATING: —60 11'-4" 1 V-4" TV- NOTE 15.SM.5. 6 IO,_2' to, 11' 65 IO*_IO* 101-10, It*-I, IV-11, 65 10"-10- 65 DETERMINE: 70 Ll+-MAX. SPAN FOR WAII.MOUNTIN(.INSTALLATIONS. -io 101-fi" IW-6, 101-9" 111-5* 70 to 6 10, G" L24- MAX. SPAN FOR FLOOR/CEIIJNG MOUNTING 75 10*-1 To*-I' le-4 I7`-1 75 75 • -L+-OR L ttEXCEPT THAT MAXIMUM Sturm SPAN INSIALLATION& q.-IO- q.-IO- 10-20- 10'-9' 80 AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D� DESIGN PRESSURE 7_ 176- W-6- 9'--9' 10-5' —85 91-15" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING. oDETERMINE: SHALL BE LIMITED AS FCLLQWS: 9*5 p'-O- 8'-g' W-2. w-Ir 95 9,-0, •W-9, I- CONNECTIONS TO KEYSTONE MOUNTING. 1.1- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 P.S.t. AND S'-O' SPAN, SEE too 9*-7' 1 00 W-9. 1-1- MAX. SPAN FOR FLOOR/CEILiNr MOUNTING ___105 MOUNTING(g)ON SHEET 7. INSTALLATIONS. _7' 7'-11' W-9* g'-4' i _r 7'-l!- Ito 9*-2* 110 4. 7'-7- FINAL MAXImLIM.ALLOWABLE SPAN IS EQUAL TO THE 116 -F--r -7.--e e•-11' _— 1-15 13--­ MINIMUM BETWEEN 'LT.-,:111-. 'Ll-'AND 126 -8*'--2' -9. 120 N-o" -W-11' SEPARATION TO. GLASS SCHEDULE (4)GO TO ANCHOR SCHEDULE WFINAL MAXIMUM 125 7.=10- G. a- a.-O. 5-5. 125 7"-1 a" 6--5' 'LE SPAN AND NEGATIVE A.S.O. DESIGN ALLOWAIR tag 7'_g• 6=5" PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 1 .9 V-9- -_...__.7'-7"-`­-' _, . WIND ZONE MINIMUM SPACING. 1 140 51-11- 7'-7' 7'-6- 140 ASTM E-1996 SEPARATION _ r ­T:6� 7�__31 1-45 1 77-3 , ,— TO GLASS .-T -7---4- 7'-0' 5- 150 -2. 5-7* 7­i"_ iio— 7 I THRU 3 71L W-7' 160 1_65 5'-.1' 1' Ute L_ 6'-4' 165 170 6'-9' 4'-11' 6-2, t70 ".-V 175 6' 4'-9" ISO 4'-8- W-8. 5%.101 -1,80 6, 185 6*-5r 4'-6" HV BLADE. 190 -4" 4'--5- li'-j 5­6- 190 W-4- 105 6'�3' a'-3' l' 26a y: i6.-r 4-1V­J- L4'-1- FLORIDA BUILDING CODE(Von High Velocity Hurricane Zone: 0 20I5 EASTERN METAL SUPPLY, INC. BERTHA HVIM Accordion Shutter System �:ML_EM,�-, A.S.S.A. RV.aME jf 1 W1 OR W/O KV. WIMOW RACE TILUT TESTING & ENGINEERING COMPANY Shutter Sys!ems IEV.#k DEMRIPTION DATE DRAWN BY: Association. Inc. t OLD 11-192 4/113/16 OUT: 4/13/15 055 KW-351h.SL.Wo,305.MGM GARDENS.I'LORM JJ16E P11-t(.05)871-1530.F.:(405)871-1531 4268 Westroods Drive 2 t­4; West Palm Ueach, FL 33407 3 DRAWING No EB-0006719 fto WALTER A.TILUT Jr.P.F 4 15-085 E DATE FLORIDA U..1 44167 5 SHEET 6 11 OF 20 MAMMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. - A_S n_ DESIGN NEGARVE PRESSURE RATING AND A-CORRESPONDING_MOUNTING TYPE FOR CONCRETE OR CONCRETE ANCHORS SPACING LEGENSTAUAD POURED CONCRETE . WWII B,c,0 AIW ON IONS s,E>:r 6 POURED g2ggyCONCREW BLOCK TAPCON OR "muA WALL H -MOUNTING A WAU.HFJ OEa MOUNnNO WALL HEADER MOUNTING (D)WALL SILL OUNTINC D WN.L SILL OUNTINC C&F WA11 HEADER/SRL TAPCON WITH ADVANCED ms,µ w w/ ® W/ W/ MOUNTING THREADFORN TECHNOLOGY (fl) ASA DESIGN I(EW fi P10�PAIEIG �D.OLSa11,1EGih6 PR=m PATH .DEM tEGA1M1E 1'R655NIZE PANI9 B.DESIGN IAXATK 1165&116:fU1Wi_ A.SD.DEEM WAIN PAWRE,MIIO .._._•_�! 7M PREWE.RAW _- ALL POINTS SOUO-SET S0 b 6O 75 90 120 760 205 30 40 60 75 00 120 180 205 J(1 d0 80 75 90 720 100 2D5 30 40 BD 75 90 120 160 2A5 }0 40 60 75 90 120 ISO 205 b 40 BO 75 90 12D 160 2D5 BLUE TAP 14 12 10 J.� -S B 6 6 14 12 IO 9 8 0 6 0 14 12 1D 9 8 8 8 e 14 12' 1 9 a a 8 - 14 12 10 H TAPPERf 3. 14 14 12 10 8 S 6 14 12 10 9 8 8 6 e 14 12 10 9 B a 6 6 14 12 10 B 6 e 6 6 14 12 10 9 8 B 6 6 8 A. 0 0 a 8 8 8 [ 7/ 72 10 a a S 14 i2 f0 B 0_ 6 6 e 14 12 10 9 B B .6 6 14 12 10 9 B B e S 74 12 f0 B 0 E 6 8 8 B 8 0 B 6 0 65 14 /1 10 8 8 6 14. 12 10 9 8 6 d 8 14 12 10 9 B 0 6 6 1{ 12 10 B B 8 6 - 14 12 f0 9 B 'S' 8 B 8 B a 5 8 8 0 7 14 I2 f0 8 A. f 14 12 10 9 8 8 S 6 14 72 10 9 e 8 6 6 14 12 10 9 8 7 - 14 12 10 9 e 7 55 - 8 B B 8 8 _7 5.5 4 4'-0- 14 12 10' 812 10 9 a 0 6 8 11 12 f0 9 8 B B 8 14 f2 f0 9 0 8 5.9 - 1{ 12 10 9 8 0 8 8 a a B 0 S Bi8 4S - 14 12 10 B 0 B 6 4 N 12 10 9' tl0 6 6 14 12 ,0 9 8 8 14 12 10 9 6 8 8 - 8 8 8 aS a14 12 10 8 6 4 14 12 10 0 B 8 8 a 14 12 10 0 a i 6 6 14 12 10 9 B 8 14 17. 10 0 8 a 6 0B 7 1.514 12 10 8 45 - 14 12 10 9 e 8 6 35 14 12 f0 9 8 8 6 6 14 12 10 9 75 - - - f1 12 f0 9 75 5.5 - a 8 0 a 75 55 4 3 # SE'fi 12 10 8 45 - 1L 12 10 9 8 0 6 3.S 14 12 10 9 8 B 6 6 11 12 10 9 '8 7' - - 14 '12 10 9 B B 6 - 6 B 8 0 a B 8 95._O . _ _ SPECIFICATIONS 14 12 105.5 - - 14 12 10 9 B 8 4S - f1 12 10 9 B 0 6 $ 14 12 70 9 8 3 - - la 12 10 9 B '! - - 8 8 8 e B 7 9 4.__ _.___ __.. _._.._-_._ ON SHEET 73 14 12 10 B 8 B 4 - 14 12 10 9 8 5 8 39 14 12 to 9 a 0 6 6 14 12 f0 9 B 14 12 10 B B 7.4 - B �8 e 8 B 7.5 95 a 14 12 10 9 B SS 3 14 12 10 9 8 8 4.9 - 71-12' 10 -9--a'-E--6--6- 14- 12-95-75--4- - 14--12-9.S'75'B.5''35' _-g--8--B--75-6S-4S -- ,4 12 f0 9 0 Sb 14 12 10 9 a B 4.5 - 1♦ 12 IO B a tl 6 6 14 12 10 9 0 4 - - 14 12 10 9 -13-8- 4 8 6 8 B 8 6 B 7.5 14 17 10 9 0 3 14 12 10 9 8 B 14 12 10 9 8 -tl-_5.5 35 14- 12 "10--9- 4-5 _-_ __ 14 '12- 10 -9 75 4 - --8- '8 a- B--7.5 55-L 3 ,i' 12 10 5 '8 5 R 12 10 '9 8 e 4 - 14 12 10 0 8 8 6 5.5 14 12 10 9 5' 14 '12 10 9 6 4.5 - B 0 8 B 8 6 4.5 - 14 12 f0 9 8 4 14 12 10 9 a 65 J 14 12 10 9 B 8 0 /4 12 B 4.5 .114-22. 8 0.5 55 B a e 85 5.9 4 3 t1 12 10 B 0 4 - - 14 I2 10 D 8 8.5 J_ - 14 12 10 9 8 8 6 - 14 12 10 9 0 - _ - 14 12 19 9 0 '7 - B'_6 0 B 9 a 75 6 - _ _ _ .. .__.. _. 14 t2 10 B 4.5 14 12 10 9 8' 4 _ - 14 12 10 9 8 7 { - 74 12 10 9.5 - - _ - 14 12 10 6 8.6 - - - 8 0 B 8 8.5 S 35 14 12 10 0 7.5 7S- 14 12 10' '9 -'0 B - 14 12 10 9 m8 8 6 - 14 12 10 6 - - - 14 12 10 8.5 7 - - - 8 tl 8 '"e 7 5 4 i 11 12 10 9 SS 1 - - 14 12 f0 9 8 4.5 - - t{ 12 10 9 8 e - 14 11 7 - - - - 1L 11 7 5.5 3.5 - 8 8 7 SS 4.5 3.5 - - _......A 8'--0 ,_0- 14 12 10 B 53 - _ - 14 12 10 9 8 4.5 - 14 12 10 9. 8 g - - 14 12 10' 7 '4 - - - 14 12 10 9 B_ 3 _ - 8 'g 8 0 -8 75-7 -4 0 la 12 10 5.5 �_.. "---7Y 12 10 9 8 - - - 14 12 IO 9 8 5.5 - '_' 14 12 8.5 3 - - - - 14 12 8.6 7 a _- - '9' 8 8 "'7 5.7 4 -1 --- LADE jON _ ___..... _._ ..__. _ _ -..._..-_ f3 SHEET 19 I! 12 10 9 5 - - - 14 I2 10 9 B 4 - - 14 12 10 9 tl e - - 14 12 95 - - - 11 12 9.5 7S 4.5 - - - B 8 6 75 - 14 12 10 65 4.5 - _ - 14 12 10 9 7.5 - - 14 12 10 9 tl 13 95 1 IJ 9.5 83 5 B 8 9.5 5 4 3 9,_0. 14 12 f0 65 4 - - - 14 12 f0 B 7S - - - 71 12 10 9 8 - - - 11 12 10 5 - - -_ - 1{ 12 10 9 15 - - - a e a B _B 85 6 3 14 72 ab 4' - - - - [.14 12 10 9 4.5 - - - 14 12 f0 9 7.8 - - - 1411545 - - - - - 14 1.15_7.5 6 - - 8 0 7b B 5 4' 14 12 10 6 4 - - - 12 10 9 7 - - 14 12 10 9 6 - - 14 12 S - - - - - 14 12 8 8A -' - - 0 a 0 eb 5.5 4 - 14 72 95 5 3S - - 12 10 9 5.5 - - 14 12 10 9 8 1.5 85 - _ _ - 1.5 ab 5.5 - - B e 55 4b 35 ._.. - .._.............._.. �.-_-.. _..- ... - - - - - - - - - .- 14 12 9b 5 JL5 - 12 10 B 55 - - - 14 12 10 9 8 - - - 14 '12 7 - - - - 14 12 10 75 5 - - - 8 8 e B B 7S 15 - 10'-0'_. __ _ __ ._ . ._.. ..- ..___. .._ - _ ... _.._.__ -. .- 14 12 S5 3 - - 12 10 a 3 - - - 14 12 f0 9 6 - - - 74 10.5 3 - - - - 14 10.5 7 35 - - 0 g 7 5S 4.5 3514 12 8 45 3 - - 12 10 9 9 - - - 14 12 70 9 a - - - 14 11 - - - - - 14 11 7.5 - - - - B 8 75 6 54 1210 - - - 14 12 10 - 0.9 8 - OS g 5 __ Bg 5 4 3.5 14 12 7 - - - - - 12 10 _ ,_ - 14 12 1D - - - - - 14 12 5 - - - ,4 i 10 - - - - - a 'a 0 g_ fi- 7 35 11•_0-..._ .._._._.._._ _..__ _. _ -- - - - f4 11 4 -. 14 Ti 10 - 14 12 f0 - 25 BS - 25 9.5"6' 8 'e 6 -3 4 3 1/ 12 0.5 - - 14 12 10 - - 14 12 10 - }S i0 - - -- - -IL 10 7 - -- '9 '-8 7'S.5 4-S - 14 12 55 - - - - 14 12 10 - - - - - 14 12 10 - - - - - 95 7 -H_ - __ - - 95 7 3.5 - - - _ _m. 8 7 IS 35 3 Mzm- .7 12'-0� 14 12 5.9 = - - - -[14 72 10 - - - - - 14 12 10 -_ __ - 14 12 _ - - - R 12 10 _ - - - - 8 6 8 8 8 6 3 - 14 12 J - - 12 6 - - - - 1� 12 10 - - - - 15 8S - - - 1.5 8.5 4" - - - - - 8 8 Sb 45 4 - - - 14 -12 'S - - - 12 ;D - -14 12 L4- 12 10_ - - 9 4.5 - - - - - 19' 85 `-' - - - - B 6 1..5 37 - - (1� HV BLADE OR (1� HV BLADE .._ - 12 14-12 = - - - _ - 14 12 - - - - - 14 12 - - - - - 8- 6 B 8 8 t5 - 13'-0' 14 12 -. .114 12 _ _ _ - - - - - - _ - - - I4 10 _ _'= 1 . 'U 12 -' 05 SS - - Ob 8 a 8 s 4 3S / 1�A� HV WINDOW BLADE 14 12 - - - - - 12 - - - - 14 12• - - - - - - 1.3 6 - - - - - - iS fiS - - - - - - B 8 5.5 4.514 12 - - - - 12 - - - - - - 14 12 - - - tl 3 - - - - - 0 6 - - - - - B 6 4 3 - - - - 14 12 - - - - - - 12 - - - - - - l4 12 - - - - 11 9 - - - - 7< 12 - - - - - 8 8 8 8 7.5 414'-0 14 7 _ _ _ _ - 12 _ _ _ _ _ _ 14 IT - __... - 10 4 - _ _ _ _ _ 10 7.5...- _ -- - 8 7.5 S 4 3 - WORKING IN UNISON _ --- 14 11.5 - - - 14 12 - 14 12 OS 4 0.5 tl 8 8 5 4 14 - - - - 7- is - - - _ _ 14 - - - - _ 7.5 _ - - - - - - 75 _ - _ - - - 75 5.6 !.5 J - - .:.. _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 _ - _ _ _ _ _ iy _ _ _ _ _ _ _ 14 = _ _ - _.. 14._._ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 8 8 8 7 7 3.5 - - 14 11 _ __ _ 14 - 9 9 - 8 745 3.5 S' 14 _ _ - - 14 - _ - - - 14' _ - - - - _ .10.. - - - - - - 10 .� __ _ - .g 75 3..4 __ 14 _ 11 14 - - - _ - - 7 - - -- - - - - _ 7 - 14 - _ - _ 14 .-.._ - - - _ - 14 _ _ _ _ _ _ 71 _ - _ _ _ _ 11 _ _ _ - _ _ a g 0 75 g_..'... _ ........... 16' 0 14 - 14 - - _. _ _ _ _ 14 _ _ _ _ _ _ _ g _ _ _ _ _ g _ _ _ _ 8_ 6.5 4 3.5_ - IL - - _ _ _ _ _ It _ _ _ _ _ 14 95 - - - - - - - 8 7 45 - - - - - YCIOCIty Nl3ffl(:0ne ZOnO FLORIDA BUILDING CODE(Non High A. T%..7j,,�7,, ®7015 EASTERN METAL SUPPLY,INC. P�.• ""' •�/T''., BERTHA HVIM N^ /i7ILE CO & S S A Accordion Shutter System 1 N c. ■ ■ ■ ■ H.V.MADE#1 W/OR w/0 KV. WM W O ADE American Shutter SystemsN ,•N DESCDIPf10N DATE_ DIN1vN BY: WL TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 -OLD 11-192 4/13/15 OA-m 4/13/15 -13'. STATE OF 6155 N.W.360.SL.Sb.305.V18GINA GNNE43.f109W 1114 -- - Pho�a:(305)671-15:0.r9,:(305)871-1531 4268 Y�estroods Drive. 2 �..DRAWING No '.'�F• ORION .• � m90:111eeo0eu1e9m West Palrn Beach, FL 53407 3 _ 15-085 �'4 S's•.......r•`'`' EB-0006719 4 .__..._._.._.-_..-_. _. .. ALTO A.TILUT-- AL``G````• wFLORIDA 1x.a 44167 e._.' -__- _-.__ SHEET OF ZO P.E. S('QfilDNg111RE/DAIS MAYIMUM ANCHOR` SPACINGRa SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. ^ NEGATIVE PRESSIIT�R!TING AND A CORR6PONOING IdOlq?DNG TYPE FOR CONCRETE OR(DNC BLLYY1(INSTALIA710NS (SEE MOUNnM S E 0,a H ON SNFEIS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POUTED Buri POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Mi--1'0-3 k i) QE WALL SILL MOUNTING ©CElUNG MOUNTING HQ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MINNUFAC URED BY I.T.W.SUILDEX.SPAN (ADI.fc =3 ks) MAXIMUMwNCk10R5 SPACING LEGEND -.1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISR71BUTED BY ALL POINTS SCREW.BOLT&'SPECIALTY COMPANY.(Mil.fc=3 ksi) 067x1 NEGDNE FRMW WING 4501 MMIJK PFESSIIE RAID 0,OL90I NOWNE PRESSURE KARIN(A10 - 114'1 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC-(Min-fc s 2 k8Q 30 40 60 75 90 126 160 205 30140160 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT &SPECIALTY 14 2[I0 9 a B 6 53 14 12 tD e_ 6 a e_ a t4 12 10 9 e B 8 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR.AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 1T f2 B B 6 6 8 1{ 12 10 9 1! 'e 8 6 14 72 10 9 8 B 6 6 THREADFORM TECHNOLOGY (Alin-f'c m 3 ka.) _ -___ ---- -'-- ALL POINTS SOLID-SET OR LESS 14 12 9 a 6 6 6 14 12 10 9 8 8 6 8 14 12 10 9 6 8 6 5 NOTES: 14 12 9 6 .e. .d. 7 14 12 10 9 a 6 6 6 14 12 10 9 8 8 8 6 BLUE TAP W/CAP_ __ 14 12 9 B 7 95 33 1{ 12 tD 9 8 6 6 6 14 /2 10 9 8 6 6 P. TAPPER+ A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ _-_..__._.. ......_._._-- _ _. ._ ._ P. ANHORS LS 1 3/4',ANO FOR BLUE TM W/CAP ANCHORS IS t t/2'. 4'-0' 112 B a 8 6 6 14 12 10 9 8 B 6 6 14 12 10 B 8 B 6 5514 12 B e e 6 4 74 12 10 9 8 B 6 45 14 17. 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8INTO THE POU14 12 9 6 D 6 4.5 14 12 tO 9 B 0 5 5.5 14 12 10 9 B 6 8 43 INTO STUCCO SHALL BE PERMITTED. 1/4'B-20 SS.MACHINE SCREW USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST.AND t4 12 9 73 S.S J.] - 14 12 10 9 A 8 6 t5 14 12 f0 9 B 7 53 4 SEE WTTA11016 OP USE FnQ 1'MINIMUM FOR WALLS N71H NO STUCCO. .. .. .. -.-_ _ ..- --..__5'-U' 1� 12 9 e 6 G B - .. 10 9 a 8 8 53 14 12 /0 9 e 6 6 45 LADE 014 72 6 s 7 4 - ON S4EET 19 - 14 12 10 9 8 6S 5 y5 14 -12 10 8 BS s 7.5 J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. -_._...__. .___ 14 12 1D B B 7S 45 - 14 12 10 9 8 9 6 4.9 14 12 10 -9 8 6 4,5 .7S ANCHORS SHALL BE LONG ENOUGH TO REACH IRE MAIN STRUCTURE BENNO SAID WALL FINISHES.ANCHORAGE SHALL BE A5 INDICA 0 14 t2 9.5 73 es 4, -_ - 14 12 ,0 9 a 7.5 5.5 4 14 t2 10 -.9_-B--6-4s'75-- NOTES-A7)-&_A2)_ABOVE._FOR INSTAU.AT1oN5 OTJ_VINYL_SIDING OR FIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR --- - INSTALLATION INTO EIFS WITH METAL STUNK SEE SHL7T 20. 6'-0' IA 12 10 9 8 B 6 - 14 12 10 9 8,_8. 6, ,5; 14 12 10 9 8 6.5 5 35 14 12 10 9 7S 5-5 3 - 14 12 10-8.5 7 SS. 4 3- 14 12 8 6,5-5.5 -4- -3 = - - -- -- 14 12 10 B 8 G - - 14 12 10 9 8 63 5 75 14 12 10 BS B 5 4 - (D) TOEXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B BS 53 J - 14 72 to 9 9 65 4.5 3s 14 t2 10 0 7 5 4 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED TREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDE'X- 14 12 10 9 6 ,B - - 14 12 10 9 B 7 !t- { 14 12 10 9 75 55 4 3 TY COMPANY. 7•_p- .. .._._.- -.. ...._ .9. __.._ ..__ _L -..._.. .__._ - 1/4'9 BLUE TAP CONCRETEINTS SAN HORS W/CAP AS MANAS UFTIACTURED 13Y FLORIDBUTED BY ALL ATFASTENERSSC -REW BURECT.INC. 14 12 10 8 65 4 - - 14 12 9'75 6 4S 3.5 - 14 IO_5 7 5.5 4S 3.5 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED fN POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLI&SPECIALTY t4 12 10 83 7 1 - - 14 12 10 9 7S 53 4 - 14 12 9 7 -6 -4.5 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.[Mr- -LO- NC- Il 7 55 4.5 - _ 14 12 7D 9 7S SS 4 14 12 9 7 8 9.S 3 14 12 10 D_ 8 _6.5 - - 14 12 10_ 7 B 6 4 - _4 12 10 8 63 5 S-5 - NOTES: 14 12 85 -7 53 3 _ - 14 12 9 6.5 55 4 3 _ 25 BS 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 TIIPCON 14 12 95 7.5 6 - 14 12 95 8 OS 5 14 12 B 6 a5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 eS Q5 5 35 - 14 12 10. B_65 5 14 17. _ --- - t4 12•B.5 7 5S B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL PONIES SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 19 12 10 9 E - - - 14 12 f0 B 75 4.S - g•-.p - .....- . . 63'43'-._ -._..-_._ - 14 11.5 7.5 6 4 - 14 11 7�SS 5 33 - - I1 a 3.5 - _ EMBEDMENT INTO STUCCO SHALL THE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 1/ IZ a 63 {.5 - - 14 12 8.5 7 53 4 - 14 VL5 7 53 6 1.5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 85 55 4 - - - - 14 [12 9 7 6 43 - - 14 11 7 5.5 45 J.5 - - 14 12 10 9 7S - _-_ - 14 0 _ BS 5 - - 14126 _B 5 _4 8.3)IN CASE TENT,PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WAIL OR FLOOR. 10'-0' 14 10.5 -7 5 3S - - - 13 6.5 5 4 3 - 10 7S S- 4 3 - ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BF AS INDICATED ON .- -.-'" -- --. _. -....._._14•11 7.5 5.5 - - - - 14 9 6 5 4 - - 23 9.5 6 5' 4 4 - - NOTES B.1)&8.2)ABOVE.FOR MSTALLATONS ON VINri SIDING OR EIFS WITH OR WRHOUT METH_STUDS CONSULT TITS ENI,NE 65 _ - 14 a 6. 13 t0 G.5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - 1� 9- l 6 4.5 14 105 7 55 43 33175 93 5 _ - 12 aS 4 3 9 7i.5 �.5 3 - - (C) ANCHORS SF1A1L BE INSTN-LED FOLLONING ALL OF THE RECOMMENDATIONS AND SVEGFlCATIONS OF TME ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 7 5.5 43 - - - 1.5 C5 5.5 4.5 .75 - - - 4.5 - - 14 7S 8 S - - 12 9 6 4.5 4 - (D) SEE SCHEDULE BELOW EOR EDGE DISTANCE(E.D.)VE72SU5 SPACING RELATIONSHIP FOR ANHORS14 12 1D - - - - - 14 8 6.515.51- - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING $§REDUCE F-Q ANCHQj;_SD 1.5 11 6 SS 4 3.5 - B e 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.!FSS TLW THE INDICATED,REDUCE ANCHOR SPACING J.5 95 8 - - - - - 13 95 65 5 4 - OS 8 5 .4- - -- FTI MULTIPLYING SPACING SHOWN ON SUIFWLE BY THF.FOLLOWING FACTORS. 9 B5 - 14 10.5 7 5.5 4S_- 1/ 83 55 45 SS REDUCED SPACING OBTNNED USING FACTOR 4Wl NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 t2 -_ - - - - - 14 11.]7.5 G 5 _- ..- _- 12 ti 6 4.5 4 - - - FACTOR 05 10 75 S 4 J - - - 'J:E 5.5 4...3...- - - - ACTUAL 2.5 a-s - - - - 12 9' 6 4.5 4 - - - 9.5 7 5 .4 - - - EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP - N.SPA + a 6 - - - - - - 13 9s 65 s - 7s 5__!_ - - - - 1 HV BLADE OR aCEANCE THREADFORM TECHNOLOGY _ MN.SPACING 14 12 - - - - - - f4 105 7 55 _ _ _ - t, BS 5.5 4S - - _- - ED. MN.SP CWC 3' I SPACING 3 / - 3' 3 3/4' 4' 14'_0'.-._.__-..._._.. .... ._- a 3b 3..._ _ _ _ 1 HV W PO RMEICRCANCA TETC K& �,�MINS.SP�ALIN �H MIN.ONCBETE BLOCK 1&2' WN. CONCRETE&RARD CONOETE WY74:TE BIDOI .10 75 - - - - - 9 7 4.5 3.5 - - - - 7 17BLOC .3 R - - - - - - 11 B 5 5 a.S - - - 0 e_S i 8 - - - - ENI N OW MN 0.,Y MN ECL-3 1/2'ICT.E.D.-2 1/2' NIL ED.-3 1 K CONCRETE SOCK l�1�,,J 1/2'MN E0.-2 Ir!' z5 iffi:� _ s ,0 5 - - --..---- os e S"-_ .-_.. - BLADE WORKING 3' 1.0 0.90 1.0 0.76 _ _ ,.o 0.e4__ 1.0 _ 15'-f)" 19 = B5 65 - - - - 6s z 1�2- 0.8� t D -._ .. ' 0.67 1.0 10 .-_ 0.5 a 5 _ -..-_es 6 4 - _ IN UNISON ♦ _...._2.- _ 0.717 _ 1.5 B5 5.5 - - - - - 9 63 43 - - - - 1 7/4' - 0.91 _ - 0.43 - I4 _ 10 7.5 S 6-0 a _ _ 8 6 4 _ _ _ _ _ 6 431 1 2' 0.35 - - 0.35 - - - = 9.5 7 5 - - - - e 6 - = - FLORIDA AUII:DING CODE(Non High Velocity Hurricane Zone �NNU PTIL(/pAAii ©2015 EASTERN METAL SUPPLY.INC. """ BERTHA HVTM �ENSF' A S S A Accordion Shutter System 1 LTE C='N ■ ■ ■ ■ FLV.aADE#1 W/OR W/o H.V.VANDOW TRADE American Shutter Systems Lv.N _ DESaRIVTIok Dx,E DRAWN m �i.I.. i STAIE OF ;/ = 1-W TESTING & ENGINEERING COMPANY Association, Inc. 1 ow 11-192 4/13/15 DATE 4/13/15 6333 NN.36U.St,51, .1L1],VALGUM GAItL1EN5,RGRIOA 371 -- i -- G PnoA4:(3o5)s7t-1530.F9A:(3os)en-1531 4268 Westroads F)rIVB x .__--DRAWING O e 0;ullcc409cl.ccm West Palm Beach. FL 33407 3 wiN No %Fssi I��•O EB-DDG67,9 -.._ 15-085 ApAN ONA�1L A WALTER A TWT Jr,PE s ... SHEET P.E. S'E'AL'LNN\- AT" DATE FLDRCCA Lie 1 44787 -.6 SHELT OF 20 MAMUbd ANCHOR* SPACING On.) SCHEDULE FOR A GNEN-MAX:SHUTTER SPAN. ASD DESIGN NEGATNE PRESSURE RoT1NG AND A CORRESPONDING MOUNTING TYPE FOR CONCR_ErE OR CONC E( M BLOCK INSTALLATIONS (SEE MOUNM40S L.J,K'h L ON SHEET 7) POURED CONCRETE POURED CONCREIE.BLOCK ANCHORS SP LNG LEGEND 1 OAR 1 7RE71CI4 JQRNNGUARO MOUNTING (9)WALL/FLOOR M (g)WALL/WALK OVER MOUNTING TAPCON OR OM IFGINE Pl=RE Mw OC=NOMM YR=x R11W. W.OE9Gfl tdwn PRWK Rkm w eD.O®ON mum MSSM RA16C TAPCON WITH ADVANCED 30 .� 60 75 90 120 160 205 JO 40 80 75 90 120 780 20.5 JO 40 60 JS 90 120 160 205 30 40 60 79 90 120 160 209 _ THREAOFORM TECHNOLOGY 14 12 10 9 B B 6 6 12 12 l2 12 12 13 ___ESS 7 7 7 7 7 7 .7 5 S ALL POINTS SOLID-SET .__ 3'-0" 14 12 10 9 8 8 8 5 12 12 12 12 12 12 9.5 7 _L_7 7_ 7. 7 7 7 7 S 5 5 S 5 5 S 5 _ BLUE TAP R LLSS 14 12 10 9 DES 6 6 12 12 12 12 OS 8 0 43 7 7 7 7 7 7 7 0.S 5 5 9 5 5 5 5 5 14 12 10 9 8 5' 6 6 12 12 12[12 2 10 75 6 7 7 7 7 7 7 7 7 5 5 9 5 5 S 5 5 TAPPER+ 14 12 +0 9 B 8 6 6 12 12 12 .5 85 6.515 7 7 7 7 7 7 5.5 4 S 5 5' 5 5 5 4 t/ 12 10 9 8 8 0 6 12 12 12 2 9.5 7 53 7 7 7 7 7 7 7 7 G 5 6 S S B S 4•_O- _._. .__ .._._ -_. 5 .!1.5 5.5. U 12 10 9 8 8 6 0 12 12_12 B 4.5 JS 7 7 7 7 7 7 6.5 S 3 S 9 S _ _ 14 12 10 9 B B B 6 1212 I2 0 7.5 SS 1 7 7 7 7 7 7 7 SS S S S 5 5 5 5 S 14 12 10 9 8 6 6 6 12 12 12 7 5 4 7 7 7 7 7 5-5 4 3 5 S 5 5 5 5 4 J ___-._. S,-0" 14 12 160' 6 12 12 12 0 73 5.5 4 7 7 7 7 7 7 7 7 S 5 ! _5-9 S 5 5 14 12 10 9 B 8 8 6 12 12 938 45 AS 7_f7_ 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 -_. 14 _12_. 10 9 8 B B 6 12 12 72 8 6 45 - 7 7 7 7 7 7 S.5 4 5 5 S 5 5 S 5 4 SEE ANCHOR 14 12 10 9 8 B 6 6 12 12 11 55 S 5 4 3 7 7 7 7 7' 4.5 SS - "5 S -5--5-'S-4.5'J.5--- -SPECIFICATEONS- -- 6•-O" 14 12 10 9 e'a ES S +2 12 128 6 45 15 7 7 7.. 7 7 7 7 7 5 5 5 5 s 5 5 5 ON SHEET 13 -_ _... .....I_ _.-- _14 +2 70 9 B 8 6 8 t2 12 B 5 { 3 7 7 7 _7 7 65 4 -5 5 -5-"5- 5' S--/-'J14 12 10 B 8 8 6 6 12 11 103 S .75 - 7 7 7 7 7 6 4.5 - S S 5 5 5 45 - [=14 12 10 9 B B 0 6 12 12 10 .5 5 3.5 7 7 7 6.5 3.5 4 5 3 5 5 4 35 7,-O. 1210 9 B B 6 G 12 12 12 7 5 4 3 7 7 7 7 7 7 7 05 S 12 10 9 8 8 0 8 12 70 85 .5 3 ] 7 7 7 8.5 J 5 5 S 5 5 5 33 ] 12 10 9 8 6 8 0 12 12 8.5 7.58. <- -. .7. 7 7 7 7 5 - - 5 5 5 5 0 3 4 0 VALID ONLY FOR UP TO 470, -75 12 +0 9 0__a_ e - tz tz 6.5 7 53 4 3 7 7 7 ss 4s 1 3 s 5 S 45 }.5 - PSF A.S.O DESIGN PRESSURE 12 Ili 9 8 6fi - 12 12 0.3 75 6 4S 3.5 - 7 7 7 7 7 7 7 4 S- S 55_ ?_...5 S__?. S PER 12 10 90. 6 6 l296 43 4 ] - - 7 7 7 7 53 4 - - 5 5 5 S S M1 } - RATING & FOR SPANi2 to 5�e e s- - fs-ii is s s .7s - 7 a 7 7.5 6 45 - - s s s s s 45 - SCHEDULE fJ3, SHEET 11 12 10 9 B B - 12 1S 7.5 B 5 35 - 7 7 8.5 5,_O. 12 10 9 B e - - 12 12 93 65 55 4 3 - 7 7 7 7 7 7 12 J.f0 9 0 B - Ob 8 5 4 JS - 7 7 7 e S 3S - S S' 5 S S 4 3 14 12 10 D 8 B - - 12 70 63 5 4,5 - - - 7 7 7 64 5.5 - - - 5 5 5 3 5 4 - - 14 12 10 9 8 0 72 0.5 7 5.'v 4S JS - 7 7 53 4S J.5 - 5 5 5 4.5 JS 10,-0' 14 12 10 9 B 8_ 7 7 7 7 _7_ 7_43 - S 5 5 5 5 S 5 43 14 12 10 9 0 6 - 93 T 4.5 J.5 3 _ 7 7 7 K'S 4S - 5 5 S_ 5 - - _....__.._._ - .._....... .. - 14 12 10 9 8 8 -� - 12 ..5....e...5 4 - - - 7 '7 7 6 6 - - - 9 5 _g - 74 t7 10 9 0 8 _ - 12 95 6 5 4 3 _ 7_ 7_ 5 4 3 S s J. 4 3.5 - 14 t2 10 9 8 8 - 12 10 7 5.3 t3 lS - - 7 7 7 7 7735 3 5 S S S 5 S .`. 11•-D` 14 12 10 9 8- 8 - - 03 63 4 3.5 3- - - 7 7 6 5 { - - - 5 8' S-".5_..4... J - - 14 12 10 1 9 8 8 - - 11 a 5.5 4'•-- _ _ _ ' j 7 53 4y _ _ _ S 5 5 5 4.5 - - - H V BLADE ONLY 14 12 10 9 8 1.5 b5 5.5 4.5 3.5 - 7 7 4.5 3.5 - 5 G 4.5 }.5 J 14 12 10 9 B - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 B 3 - 5 5 S 5 5 5 4.0 35 12'-0",4 t2't0 a 6 a 0 4 J 7 7 53 43 JS - 5 S S 494 - - _.-..__A.........__.. - - - - - .._.._._. 14 lI 10 9 8 - - - 10 7.3 5 4 - - 7 7 6 5 - - - 5 14 12 10 0 8 __ - OS B 5 4 33 - 7 6.$ 43 3.5 - _ S_ S 43 3_.5 _3 - 14 12 10 9 6 - - 1.3 B.5 6 4.3 3.5 3 - 7 7 7 7 7 4S - - 3 5 5 S 5 9 4S JS 1♦ 11' 5.5 3S .3_.._ _ _ _ 7 7 S { 3 - - - 5. 4'-] 14 12 10 9 B 9 7 4.5 .7S - 7 7 5.5 4.5 - 5 5 5 /.5 4 14 72 10 9 IO %5 5 4 3 7 8 4 3 - 5 5 4 3 14•-0"14 12 IO 9 - - OS tl -s- 4 JS 7 7 7 7 7 4 - - S 5 5 5 tl 5 4 J 14 12 10 9 - _ - 9.3 S 3 _ 7 7_ 5 3S - 5 5 5 4 14 12 10 9 - 6.5 6.5 4 7 7 5 4 5 5 5 4 - - - - 14 72 10 9 7 4.5 SS 3 7 5.5 J5 - 5 5 .1S 3 1�•-U"14 12 10 - - - - - f0 S 5 4 3 - - 7 _7 7 7 7 3.6 - 5 S 5_'•5 5 5 4 3 74 12 70 - _ 7 45 5 5 _5 - 14 12 10 - - 8 5 4 _ _ _ _ _ 7 7 S 5 5 ! 4 - - 14 72 10 - - - 85 6.5 4 3.5 - 7 5.3 3.5 - _ 5 5 35 - 14 112 18 - - - - - 9.5 7 4.5 33 3 - - - 7 7 7 7 6 3 -_ 14 12 10 - 8 43 3 7 6.5_ { 5 5 14 12 10 - - - - - 75 5.5 .75 - - - - - 7 7 45 - - - - - 5 5 45 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane tone 0 1 1111 !!!!!7 ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM =� A S S A Accordion Shutter System -�-Rio-qqq 1 L ECO N c. .. . . . FLV.R"#1 W1 OR W10 FLV WNWM RADE t� American Shutter Systems Ey,N OESCRIP110N BATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD n-152 y13/15 DATE: a/f3/ts - •• STATE OF r am R.W.3G n.s1,s..305."RCM 4 9u1oG+s.F11vm1 v1 4268 Westroads Drive x Ph- (305)071-1530.F...:(305)871-1531, DRAWING NO ORIO Z ° m R:671c°909o1.° West Palm Beach. FL 33407 3 :` °F.G-0006719 15-085 'i� A(AL ENG�``� WATER on uc J. P. s sfiEEr P.E. SEAtf`51(tNdiN1P DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE'RATING AND A CORRESPONDING MOUNT NG TYPE, (SEE MOUNTINGS ON SHEETS 16&17). LJ BT -f��AT F=-- SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No..2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2ppW/L�MySIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN..G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MINU.GC=O W/ W/MIN. G=0.43 W MIN. C=0.36 sPPAAN() WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M,,N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 6.0. WALL.MOUNTINGS 8.0.WALL MOUNTINGS W & X W & X W & X P & Q S&v S&v 5&V ........... -..... _..__....------ - - ------' ----- - - _.._.........._.......-'-- ----_...-- - aL Tun WAK 1�we LA am NtCMT PWK NUIe A SII ICAI*M Tw8 BUNG M Dun am MMM 4ie N MOT IEUM Nsw O IC m SIl 5w f Wlr IRMK wx w oma XTQE R779R Nae IFQ ®I mK F ESBM DOG(M a®a 1E9RA THS.RfENGIe(•!1 • ffm ON FBwK Rale M 30 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05.30 40 60 75 90 05 30 40 50 75 90 05.30 40 60 75 90 105.30 40 60 75 90 05.30 40 60 75 90 05 30 40 60 75 90 05 '-0.OR LESS12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 8 6 12 10 10 9 8 8 6 6, '6 6 6 6 6 5 b d 4 3 72 12 12 12 12 12 12 12 12 12 12 17 12 12 12 12 12 17. ..._.._. -_ _. .. _..._._. -. __. .... _. ._. _. ._ __ _ ._. _. ...._.__.. __ _ _._. _ ._ .... -4'=0•-_ 12-70--10-9--H--H- 6--6--6-6--6--6-I2-10--_10 9--8--6- 6--6--6-6--6-_ -6- 12-90--10-9--8--8--6--6--6- 6--6--ti- 6--5--4--4--4--3-12-12-12-72-.12_]2.12_12.12-12 1_2-12_1212 12 12 72 17 r'_0• 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 •6 6 8 �6 5 12 10 10 9 8 7 6 '6 6-6- 6- 5 6 -5 -4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 U. .....,_. ............_.._. r. , _.__. -._ .. 6'.-0• 12 10 f0 9 8 6.5 6_ 6_ 6 _6 6.5 4" 12 10 10 0- 6 F -9-6- '• -------- ---'_._ _ .._. .._ .._...._2 -_...._8.5 .v a 4:5-12 10 10 9 6- JL5 "0- 6 fi 6 5 4.5 -6- .^- 4 3:5' 12 12y 17.-12 12-12- 12 12 17, 12. 12 -12_11.-_12- 12 12 40-8.5 7'-0• 17. 10 10 9 6.5 4 6 6 G 5 4.5 4 12 10 10 9 5 3 6 8 ti 5 4 3.5 12 10 10 7.3.5 - 6 6 6 5 4 3.5 5 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 I2 12 0.5 8.5 7.5 8'-0' 12 f0 10 7.5 a.5 3 5 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 ,5 3.5 7 12 1U 10 M1 - 8 0 5 .5 JL5 3 6 5 M1 - - 12 12 12 12 12 12 12 12 12 12 11 9S 12 12 t.5 9 7.5 8.5 17. f0 10 S 3.5 6 G 5.5 .5 JL5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - G 6 4.5 4 3 3 6 5 3.5 - L 12 12 1Z 12 10..12 12 f2 1.'9.5 8.5 12 1'L 10 8 0.5 S.'i 1U'-0• 12 tU 7.5 4 - - 6 6 5 4 3 - 12 10 8 3 - - 6 8 4 -- _ "- .5 3 12 70 3 - - - 6 6 4 .5 3 - 9 .. _ __ ___............-. - _.. - _ _ _ 12 t2 12 12 1.59.512 12 12 10. 8.57.r 12 12 9 7 6 5 _ _ .. 11'-0' 12 10 5.5 - 6 6 4.5- - 17 f0 4.5- 6 SS 3.5- 12 70 6 1.5 4 - 6 5 17. 12. 12 12 10. 8.5 12 12 12 9.5 8 7 12 12 8 6.55.5 4.5 12 10 8 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 .- - - -- 12 12 12 1. 9.5 8 12 12 11 8S 7 6 12 T.5 7.5 6 S 4 12 10 - 6 6 - 12 10 - - 6 4.5 - - 12 7.S _ 6 4.5 - - - 6 4.5 - _ -- 12 12 12 f0 8.5 7.5 12 12 1018 6.5 5.5 12 0.5 7. 5S 4.5 4 14'-O• 12 10 - - f, 5.5 .5 4.5 - - - 12 7 - 5 4.5 - - 6 3 - - 12 12 12.9.5 8 6 12 12 9.5 7.5 6 4S 12 %5LS 5 4 3 .. .... - - 15'-0• 12 - - - _- - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - _ - - 6 - - - 12 12 17 9 7.5 5 12 12 B.5 7 6 4 12 9 6 5 4 - 1G'-0' 12 - - - - - 6 - - - - - 12 - - •- - 5 - - - - - I. --- - 5 - - - - 8 - •• - 12 12 10. 8.5 6.5 4 12 12 8 6.5 'S 3 11. 8.5 I (1) HV BLADE ORS HV BLADE W j GIA HV WINDOW BLADE WORKING IN UNISON* •SEE L'YRAIILMI'.OF U4 EIXi Mm IT/�7 ON 9rET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. I.ANCHORS TO WALL,FLOOR ON SOLID WOOD smir SMALL BE AS FOLLOWS: J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=OSS(N.D.S)1/4•-TAPCON ANCHORS,AS MANUFACTURED RW I.T.W.BUILDF% W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G*O.SO(N.D.S.) EACH SECTION ON SHEETS 16&17. - -SPRUCE PINE FIR NORTH W/G�0A3(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE TINE FIR SOUTH W/0-0.36(N.D.S.) 2 ANCHORS 70 HOLLOW mUNG SIUILL BE AS PER MOUNTING TYPE U.9HCEr 17 AND SHALL CONSIST OF -MIN.1/2•COX PLYWOOD(1988 APA) ' LAG SCREWS AS PER NDS 2012 SPECIFICATIONS 4.ANCHORS SHALL BE INSTALLED FOLLOWWG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE . ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 FASTFRN METAL SUPPLY.INC. BERTHA HVTM 71111111111/R7W tI L ECO A■S■S■A Accordion Shutter System ■c A.S.S.A. KV.BLADE#1 W/OR W/O KV.1WNDOW BLADE --• •~@- Sbutter Systems REVs N DESCRIPTION DATE DRAWN BY- M.L.��E�I�S��••, America TILLIT TESTING & ENGINEERING COMPANY aa167 6355 NW.361A.5I,Sb.305,VaGHAq WIDENS,fLOROk 371 AS90CIGt�Oqr1. Inc. t OLD 11-192-- 4/13/15 DAIS x/13/15 -Q¢�I •^�f_ Phono:(305)871-1530.To,:(305)871-1531 4268 Westroads Drive 2 DRAWING No * _ -N t.B11e�aonol.wm West Palm Beach, FL 33407 3 ED-0006719 15-085 A• 51ATE Of :�` WALTEiR A.TWT Jr.P.E. d FLORIDA u..g 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING .WOOD- BUILDINGS FOR n HV- & (N HV* BLADES AS APPLICABLE MAX. SHUTTER SPA + : — FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1) ONLY SHALL A -WALL FINISH BE LIMITED TO 105_0 sA.S.D. DESIGNPR S FORMAX SPAN & - 1!` - 1/4-0 TAPCON- Hu AOR DVANCED A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A' 'WORKING IN UNISON 4r THREM7FORM TECHNOLq(:Y '' - 1/4"o TAPCON OR - y - •'1 - TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/7.•Min.PENETRATION ,:•.I -.T.._._ OF THREADED AREA TO �' W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING 1' O j�\ EXISTING WOOD HEADER. —�' t WOOD HEADER. (SEE SCHEDULE ON SHEET 15) To GLASS(� t t 1 DR (SEE SCHEDULE ON SHEET IS) /. 1/4-0-20x3/4'S.S. MACHINE _WEOILE aN SIEET_ Y t;7�18 REWSO C/ 1/4---20 NUTS p i1 KTIR BADE pl SLEET 19 F�ai� _.-- I/ 1"Min. x EXISTING t AADES(1) l J F.0 EO CU155—1: I \ ... In I f/ - - WALL --'at 15 Ir � rwls+�] 1 I �. Of oPTwNAL I-. -- ` I / H --WALL I� . EXISTING MIN. 1' .r FINISH �a \-@OR 1 ...... .— 1 -2•x4"WOOD 1 OR * ; ` EXISTING MIN. HEAVER REQUIREU O ® 2"x4'WOOD 1 ( I14"0 TAPCON OR TAPcON wrrH ADVANCED I ! HEADER REQUIRED IAA SEPARNTKN I ) ` t II i LMY, P NORM TECHNOLOGY W/1 1/2' F7(15TrNC I ( I' �) `�� Mir_ PCNCIRARON OF IHHFJ4:CD AREA IU GLASS -I To GLASS T I _ MIN.SEPARATION 10 GLASS I I ` LXSrWG WOOD HEADER. I '_..-11 FOR 9AOE'1, __-' - EXISTING G�S (SEF.SCHEDULE ON SHEET I1)• 1' t -' (SEE SCHEDULE ON SHEET 15) c: I CN 9HPE7 19 rat "1 I I I s1-�._. t .. -�: -.2'<a'COM.SILL :8L.1 CU&LN i .-.-. .....-. .' ... . PLATE RCO'D. ON HV WALL HEADER INSTALLATION �HV WALL SILL INSTALLATION ®HV WALL HEADER INSTALLATION r_.._.._._.__................_..__..__..._..........._—., . .......................__..L . __ MIN.SEPARATION TO CIASS _ f,%ISRNG '--- MIN.SCHEDULE SEPARATION TO SHEET 1 _ 1' t // 7L (SEE SCHEDULE ON SHEET 11)` I 4 O OL./SS I �--(SET SCHEDULE ON$HCEf 11) I \1� 1 NNNiTi---11•1 MIN.SEPARATION TO CLASS ,t II ._on CLASS�1 I d GLASS WOOD`PO 1/4'6 SCHEDULE ON SHEET 11) 4 I 1/4'0-20a3/4'-S.S. REO•D. �� 1/4'0-20x3/4'S.S. I US NI GMACHIN1/4�fl20 NU15 I MACHINE SCREWS W/ I I ( la 12"O.C. WALL1/4'-20 NUTS® 12-, I � I1N vi I I I \ �\ O.C. I I OR - I —I 1 OR I @Osg I� �— ODOR ....i:: / 2'x4'COHi. O-?-E WOO°PLATE . t t I kE0'D. \l 1 I -EO--E6- / `•/ _ .I "_... I'Min. t ' }} Y Nin. ' `�}1 I t 1• 1/CO TAPCON OR TAPCON WITH ADVANCED - _ 111�. 'lA 'I i THREADFORM TECIINOLOGY W/ 1 1/2" 7 t I 1 1 2'x4'CONT.• Min. PENETRATION Qf THREADED AREA TO l 1 / SILL PLATE `_— EXa77NG WOOD HEADER. 1/4.0 TAP:ON OR TAPCON WITH ADVANCED 1� ' 1- '1`t 1 I ' f 1 4 0 TAPCON OR t14IE: �REO'D. (51E SC`ILDULC ON SHEET 15) t, t THRtAOEORM TECHNOLOGY'W/ 1/2' ""t-1 'IAPCON WITH ADVANCF.O 1-SEE SHEET 4 FOR TYPICAL l 1' 11 11 r M. PENETRATION OF THREADED AREA INTO PLYWOOD \\\ �� } 111 -1•I.1�,L I f 1/2'MIH. C01� �, TI IREADFORM TECHNOLOGY SHUTTER ASSEMBLY. �l Y..L.`'. '•.' F_'.: •�"WALL FINISH (SEE SCHEDUI F:ON SHEET 15) EXISTING MIN.2'x4' �• 'I 1� Pcrwono HEO'0. �, W/ 1/2'Min• PENElRAlION OF 2-MOUNTING SECTIONS CAN BE SRIDS W 15'O.C.MA%. � THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO I/2'MIN.CD%PLYWOOD REO'D. r.E.O'O.PLYWOOD TO RE WALL"FINISH- (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTA.LAPON- ®HV WALL SILL INSTALLATION EXISTING MIN. 2'x4'STUDS A 16'O.C.MM.REV'D. ATTACHED TO STUDS IN . PLYWOOD TO BE ATTADHED TO STUDS IN ACCOROANCE ACCORDANCE WITH wm1 sEcnoN z3a6 OF TrtE E.D.C. SECTION 2,108 Or DIE ®HV WALL SILL INSTALLATION •SEF LI AnoNs of I�oT �HV WALL SILL INSTALLATION F.B.c. elAOE 1 ON SHEEP(191 FLORIDA BUILDING CODE(pan Hiyh lletocity Hurricane Zone (O 2015 FASTERN METAL SUPPLY,INC. BERTHA V7M' IL E C O �N�. A■S■S■A■ Accordion Shutter System �•,,� e�L�z� ;_ Kv. BADE#1 w/OR w/o Itv 1MNDOtN MADE TIul7.TESTING g ENGINEERING COMPANY American Shutter Systems Lv.R. oESCRIPDOR DATE DRAWN BY: M.L. 6355 N.W.awn.SL.Ste.305.VIRGTT"GMDENS,n)WOA 331ASSOCIOtIOn, Inc. t ULD 11-192 4/13/15 DAIS: 4/13/15 A'• Pnona (30S)071-1530,rax 1(305)871-1531 42.68 Westroads Drive 2 DRAWING NO 9•• c-mad:tat-0401— West Palm Beach, FI. 33407 3 15-085 0R .!219P EB-0006719 4 \C� WALTER A TIIlR Jr.P,E. FLORIDA Llc.8 44167 s SHEET 6 16 OF 20 nn1. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 - HV & tk- HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDE1)ONLY S TED TO 105.0 sf. A.S.D. DESIGN PRESSURE-RATING S SHE 0 AX 11 WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 WORKING IN UNISON 1/4.0 TAPCON OR -Eq-- EO 2 MIN:•- (' TAPCON WITH ADVANCED 4'x6' Min.)EXISTING _ _ EDGE( APPLICABLE) •�<� I' THRFADFORM TECHNOLOGY WOOD BEAM REQUIRED. - -�.` ,:... STRUCTURAL ADEQUACY .. W/1 1/2'Mn.iPENETRATION 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAN / ,_.__.._ _.�._ IF OF THREADED AREA TO PHILLIPS TRUSS'HEAD i -✓ E%ISfING WOOD HEADER. -1•- TO BE CERTIFIED BY i...... ti Min. MACHINE SCREWS REGISTERET)ENGINEER OR ='r (SEE SCHEDULE ON SHrrT 15) TRUSSES OEXISTING R W/ 1/4'-20 NUTS ARCHITECT PRIOR TO . -...19 p p.y 12'O.C. SHUTTER INSTALLATION. / 1/2' „ 1/2`.... O.C.�REQUIRE O - - 1/4-0 TAPCON OR EASTING SOFFIT OR TAYCON WITH ADVANCED IEn'1 I.. :•� "`1 iv .257" THRFADFORM TECHNOLOGY rr Max. W/ 1 1/2'Min. PENETRATION 14x3/4" _ _ .__.-1'x4'xf/tl'COW.ALUM.TUBE pF-THREADED-MEA-TO --EO �__ _ - �_ (6063_76 ALLOY)W/ APHONAL EXISTING WOOD HEADER. O 6'O.0 I - Or 1©Or 15 EACH 16RAFIER ORCTRU55.f0 • - '-- I - - (SFE-SCFIEOULE.ON STILET 15) _.. - J, Tor 1©or t 5 LOCATE LAG SCREWS AT _ I I- NIDWIDni OF F�(ISTWG WOOD 1 ;EXISIINC MIN 2'x4' -----'O 1 11 1 OPEN I/DLL AT fJUCH - 1 I MEMBEw1unR.(22 Min.NOMINA4 Fxl$TING--1 HEADER FLEQ'D �, PENETRATION OF THREADED GLASS II_.. -...-_...._...._.._. MIN.SEPARATION TO GLASS EXISTING I '(SEE SCHEDULE ON SHEET 11) I I' _( y/56'0 LAG SCREW AREA.VAUD FOR L_ GLASS- -I ' AT CENTER OF TUBE. IN15MIATIONS WITH 72pxf . MAX.A.S.O. DESIGN LOW AND EXISTING I u�a SEPAWNIW 9'-0'MAX. SPAN.THIS QS HV WALL HEADER INSTALLATION I sa'DmMLwGASS(9aTT GLAD`S—I ro QA9(� INSTALLATION IS ONLY VALID fV1 RMF,IIMO ♦ I•7347A1C LH 967 I FOR WOOD W/MIN. SPECIFIC I aN SHUT 10 FOR O OR ® 1 ON SF}7 19 T9DR� ♦ GRAVITY RFIR IT SOUTHERAS N PIKE DOUNewGLAS BOIL: .L._aA°601dp. i BUTIS(0&: q OOR I-SEE SHOOT 4 r0A TPICAI SHUTTai p55EM�Y '��- __ _ \.� OR EQUAL IN M Y WAY SECTIONS vaI BE CON6WFD (T SHV CEILING INSTALLATION G ST TIO OF MY WAY TD SUIT Al1Y INSTALLATION. .l - i M(sm1 1 )MOOR MI ®♦ L- _...M I TO awss s¢ I N. I if ( MIN.Sf.YA17ATIUN TO GLASS _I 11�FDicUEPARATION n UESHRU ss I I 1 -.-. .........-(SEE SCHEDULE ON SHEET 11)_-_..._-_._. I fL/SS�� I w 967 IS FDR - I(S'T o CLASS ULE cXlsnNc� (1� ���� I ON SI LET i1) C1 Ass I I AlTff2NATF.. I (al I WALL LOCATION EXISTING 2' I FlNISII/ I( 1/4.1 6 7 I 3/6•Ml nn 010x3/4-NDL GLASS I I ._. ..I I ....2'a6•MPI.W00 Max. O �1_--._.. .1 3/0 IAN. WASHM HEAD TEX DECK REQUIRED M .. - ...,I3 OR 2'x6'MIN.WOOD I� \� H •I 7 �O.c _ ALLOWED) H SCREWS O 2' I DECK REQUIRED(NO F FINISH ALLOWED) -- — -:7.* _ OEDGE LI DECK _.._--._. _ —' _ )9 _ = IF IFDUAPPLICABLE o IF APPLICABLE b0= "'LTJ:_ - _ - A PLICA6LE __...r.____.- - _ 1/4'0-20xJ/4'S.S. ..._;.-_. _ i;_. �..-....^ . . _ I' L 1/4.0 TAPCON OR t�-T�PHILLIT PS USS HEAD L •- "" TAP ON WITII ADVANCED Min' 'MACIDHE SCREWS ^---- --------- - ' - - 1/4.0 TAPCON OR IAYCON WITH ADVANCED I�5 2'x4'CONI. IHRFADFORM TECHNOLOGY W/ 1/4"-2D NUTS - - .., fHHEADFORM TECHNOLOGY W/ 1 I/2'Min. V '-2'MIN: .'• ` y SILL.PLATE Ij ,\ W/ 1 1/Y Min.PENETRATION 4 1?'O.C. 1/4'0 TAPCON OR TAPCON Wmi ADVANCED THREADFORM -2'MIN. PENETRATION Or TLIREADEO 51 (REO'D. \ OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min. PENETRATION OF THREADS MEA 70 E%ISTING WOOD HEADER. (�.f.E I v I :.. '-'EXISTING THREADED HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE XI SHEET iS) 11- (SEE SCHEOUIIF ON SHEET 15) ♦SEE UNfJAIIONS OF USE FOR l (X)HV WALK—OVER INSTALLATION (�HV WALL SILL INSTALLATION BUD VON SHEET 19 CW,HY FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,````�P�•`�R A••T���/xAA/'i' 0 2015 EASTERN METAL SUPPLY,INC. ,�.�,��, BERTHA V. IiL1E C O �N�. A■S■S■A■ Accordion Shutter System H f �Y .V.BLAX y1 W1 OR W/O Kv W+NDO1 ar of American Shutter Systems -p: ��E3�/:T TILLIT TESTING & ENGINEERING COMPANY REV. OESCNIPFgN DATE DRAWN BY: M.L. ? ••, F G;.` 6355 N.W.Jam.S1,Ste.aro,4wrara4 GMaUoO,nOnO u1 Association, Inc. I OLD !!-192 4/13/15 OATS: 4/13/15 Phone:(3G5)B71-1530.rex:(3m)671-1531 4268 Westropds Drive DRAWING No %�c�� •., ��`� a-moil:Bltae0000l.c0m West Palm Beach, F). 33407 3 15-085 A1 s/ONAL ENG���`� WALTER A.WOLUTiJ,P.E. 4 TFhFI N1` FLORIDA L:e 6 44167 5 SHEET P.E. SEALf�'f'�1VAYURE/DATC 6 17 OF 20 END- iNSTALLAT16NS n HV BLADE ORi( WINDOW BLADE INTO 2"x4" MIN WOOD STUDS r..-M wDD r,a uM, SwD3 RtM*D. 2•,Y RI14 WOOD wow s'"=_ : t/t•.wow 51YOS ftwm LAS APFMAD14 \et\ ADHIIR O 8•D.C. ` t SrJM OR 2'at•lift f1 f iwacD s j / XX' �EMIS11fM / : Cyt' I^ ! OCS'IISA7 qAS^+ Y+rAAYM+Ktf i., YH St➢AfV,DQ1 H,tM.," i wtAAR t3f1' a^'� .. .'f."`. ._,t/2• M1YCDX 9. .• .r. roows3 isR 50ELA+E a Sim '''1•' s+¢uL OM s[II Y.tII01 wt s!]Puw f[R DIME IE;AfD ---..,-._- +/195ia• I I f 11 cMI"2 AlO 'a. ro C1AS t5TE +/r bA.pql� ,•f;+_a,•.:,f, 10 taMS tsE A^ Iuu_ w:�.�:.. snmut a s•¢r ItTNuau � sa+u+c a stxr .!'a+-sitiT-Iaew— ,� teDus-ta)awr. rural I/z'+mc cDr w seET 1:we +t rm aA�o`an +/2• »rtn faa 2'wo "Q10(Qh `ALL �T.tt-- AtC. 7t1V0','p.-ntDtstC_a-u0j_. NE.(LO (laGtE 1)2.._ ,,.,._— R A Al Lif()s[y�}�) s V.S. p,- .._.-....S.s..- ((A�Y{s — ` eta 4C. SIB OC SYS.•14 _ —�•'-_• AY.MIINGA .�-.-..—�� .-•• /{� .» �- t80Ri-T6 41013 M—.w., f I+Y+1lz'sxs m(t)w -- �OR CAS $cc_ �✓ __ Wfpv tA1ms ArAa�Da ro . - Inn AI 1'ue�t!0C�a At {{ onAtt sec ort}7 : ^HED comECtAD,wH AV 08 QNe ='OR�y / SEE DUAL x f9 t SEE mm A FOR S.DECC"ClrN / y v� roTRuzs smEws£oIFoH tT) g.(a}r}.tom.{}« �t•dq�-b C>Nl( •d3- f ro,Nwcs _._�6�q-re:(d}.C�•�7 as'a.a . ' �' TDmACKS 1-00 10)•d� 'J•t!/-(•/-(eJ•*.7)•�$- YyQSrfT•¢#-�•+!- +f•t e•f1.`- (9-(7}•Q1-�'/•l'I•V.Y• O 77•d.�-C} J i6 4s•(3-Q3•t4"{e•CA• rJ•U•dpi-U•(�•d�- (1D•(+D-Q_?+•(�-(�•d.�- '[d"f�«�.dg.C.Cy,. (a}.�.t„3.�-�'Q� C�•C+i.�.�a)•(3. (87•(x-S,�'Q�°•69•(3a l'47'4�D•d3•Qt-(+ •i� 4 F-TA ( ,0 C9� END CONNECTION ETAQq END CONNECTION ETA! END CONNEC[]ON DETAIL 8; MD—CONNECTION DETAIL DIL L\tit-o .rea,Rm wr iW SPANS<i TM 1H W2 ' raa•NN TA1IX1 -' At-m4s Y7LO5 fdArU1 r>%t•p tI AHCNURS 1/A"1 TNC[R 4 12, ', �IDaf/�'SNS. ..�•... EJaSti!IC 0155-1 f y(},ctRMpM O.C. �/i 1/2*.. t . a Pc*erwn«a Iz•oc Y"' /Y ♦ SEE LIM ATIONS OF USE FOR YH�PAWtAW / 2\ ♦ �,1 � +/x YM. ro aAR the ro vis i4E t1• p_e) �4� -__._.��f`_ BLADE�lA�ON SHEET, IO somaE a sbtt J - ' OH S+A 1D Fw It-' Ia+ lE or�at� ,/r}iiY / •1?, UM[Sme f2 y} v t+7 ( �J44•• � 1�i ��a`N'- � tam le @>;s)•({i•ta}•G_a+.dxx. \ 11.,n.'i�.(e, ,ia• �� l� �9 .�..Y ,,� .i Y WALL faAtJi 2-A1'YN,'1M1AD NML f � ��•I�' \.. i••d�' 1 Q4'js.d-TI•i�••fVT•C'x. stvos r±�•D. fmsx �-p�•Qs-dY-l9gf�.t�j. PIAN Q?1•Cd-C�•C+1-i�•Cn- '1�-dAI-63-t�-re}.ft_ . G Ca-C3 g-eP t3 e�•Cd-(a•C�•D •C� MAIL x END CONNECTION DETAIL 19 END CONNECTION_DETAI(,(12) FLORIDA BUILDING CODE Horn High Velocity Hurricane Zone ©2015.EASTERN METAL SUPPLY,INC. WL,o ' —�--��..��.� BERTHA HV TM --• = 111.lE UMc' «+� ►■S=�■A. Accordion Shutter System HV.GLADE#1 W/OR W/O KY.N(NDOW D.AIE s TIUJT TESTING do ENGINEERING COMPANY AmeNean Stl butter $ySteln$ DESCMPTION OAtE DWWH W. M.L TATE nF eaas N'M awn.SL,yid aGs,vaTaAa DA pElS,f.OpgN aa1D Association, Inc. + oLo ii-isz + Taj1s OATS 4f13j15 (705)871-15w.rm :{JOS)871-1531 *268 Westroods I[bdve 2 `ICS•,lOAIDR �� <-m<D:Y ecp00<t.<om pRAWiNG ANoEp-000071sWest Palm Beech, Ft. 33g0J a �5—Its � .... I``,� W1AuNmav��silei + �HEE7 sD 18O . 1-�'i" ,°^ �O1�J • GENERAI I IMITATIONS AND CFtw DMONS OF t1SE FOR 9Qini4 (1)W BLADE SHMER V= WORKI IN A G 1 1.MAK.A.S.D.DESGN PRESSURE RATW6:+110•- 110 P.a.F. _ 2.MNG SHUTTER SPAN:96' I 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS MWNTINGS M.O.T.U&W ON SHEETS 16& 17. 3 ♦ ONLY CMERMATES R®(BOTH W/ OR 2�S ARE MOWED WTTN 611 7 �ffr�y PPOSf 17EUT POST C��• N INA SIM ORO NG U N CASE OF OP NG U E-'""e l YOl1T MUSE BE INCWDF.D ONLY AT E)MtOR=CBS STILE OF `6� cEBm TYi'.E0.END 5.�(A)HV WINDOW BLADE U SHALL ONLY ALLOW A MAMMUM OF 5 OPENMGS (3�HOLES)FDR®PER RIME AT SPACINGS SHOWN ON SHEET 4. (B)MILL CLFMANCE FM TOP OR FXITTOM EDGE OF FN WNDOW BLADE tO MAX.5 WINIRIWS _ • • •` OF ANY 3'0 HOLE TOR,SHALL BE 12'. -ALLOWm_AT_HV Igi__ WINDOW BLADE _ _.. _ — _ — _ _ _ _ _ ___ _ _ _ _ _ — _ — __ — _ _ -(CN-FIRST.-OR-LA}^yT-OLADE_COLtM-OLR_FROu STARTERS AT fNOS MAY BE HV WINDOW BLADE n • • ♦ • - �� ♦ (D)FIV WINDOW BLADE @MUST BE USED ALTEWNTE TD A SOLID 41V ELMEO ` 714ROMIDUT SHUTTER'S W1DTH. x • • • (E)C MMES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOW FIV .I �A BL I.1 AT LZMfF SIDE OF THEM. >K (F)POLIURBONATE FN WINDOW(y SHALL BE INSTALLED SO TABS FACE SEE END (' g99 THE INTERIOR OF THE OPEDNG BEING PROTECTED.FN WINDOW MUST DE CONNECTION I�`•,_ • • � F`< ONLY INSTALLED AND LOCKED U91K+A W SETTING TOOL PROVIDED BY ASS& DETAILS ON SHE1Z5P. /{�. _ xffiA� INC. FULL HEIGHT. I I( BB;�A 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LINKBy SPAN AND DFSTCN LOAD(SEE NOTES zF YP &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED -$ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS UMRED BY ' SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). S.MINIMUM SEPARATION TO CUSS SCHEDULE.PER ASTM E-1995: (SETT PLAN FOR REQUIREMENTS) IM__c�,, TYP TOP&BOTTOM W / CC11� a1�'(7�{ INIMUM SEPARATION TO GLASSUNILAITE:O WIDTH—....... ..---_-_......_.___ .-. J ELEVATION MK 3rARAMON TO GLASS 62�.E KISTING GLASS-— i ---'� --- ---- _3) GEE SD01L1E ON S12T 11 FOR BPDE RO CN 1115 SHEET fCR(LADES(T)& Ig QPVgNQ 1� Lid ! `•� t < , r74)-0 TYP. SYMM�TPoCAL_C)AHENTERMATEs,,�'Li:f2G . ��--"'--• -..._..—.--._..__,_ i <wcm`A W/(2a CR X25O W/o 5�9(S,NmE 4 naovE) \ PLAN TYPICAL 11) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE LTA SHUTTER* ---- N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane tone }A}11H11LIIIIIII(F•V• ®2015 EASTERN L/LTAL SUPPLY. INC. BERTHA RVTM ��cF ��� /► A S S A Accordion Shutter System _ •,_ �� E C O LNG. ■ ■ ■ ■ H.V.BADE gt W/OR w/o_H.V.NINDUN RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPMN DATE DRAWN BY: M.L. * - Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 �- $TATE F �+�Kw.36m.SL,St..305.NR:.iNN L'JNOENs,ILBlLM 3J1 ' =+�—� Phono:(305)871-1530.Fay:(JW)871-:5}I 4268 Westrooda Drive 2 �_ DRAWING No ��0�•, F�QRIpP �k.�c <-moi 1n4c•0-1— West Palm Beach. FL 33407 3 EO-00067'9 15-085 ii 'S•.........•��; 4 WALTER A OLLn Jr.P.E. /g��j,L_E:_ �/ FLORIDA Lk. 44167 s SHEET P.E. 3&A DAF. DATE 6 7 OF 20 6'x 1 1/21 0.035'THICK -� 1" .. 2000•Max. Min-ASTM A��653 C1L50E a I Min. '' VARIES.:.� INSTALLATIONS W/ 1� HV BLADE & HV CENTERMATES • r Min'G-6O CALM.STEEL I' M"TAL STUDS AT 16-O.c. INTO METAL STUD WALLS dj '• 43b q• O I, I®6.O.C. 40 4 f o _ ® 1/4"o NOMINAL / 3® * O U ALUMINUM SLEEVE - � I A AC 6063-T5 ALLOY 12 o e� 1 3/61 6 I/C-xII 0.03s•TH147c Min.j�43c 43o �_ _ SYSTEM INCTAI I ATION TO METAL STUD WALLS_ SEPARATION TO GLASS SCHEDULE r 3.0°°• CONI.CFEV.STEFI TRACK CHANNEL.i O 6'O.C. O 6.O.C. ASTM A-643 f:R!•DE 40 Min.G-60 I I � E Max. GALVANIZED FASTENED 10 STUDS , '' 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 sf IW (2)/6:1/2•TEX SCREWS ON I EXISTING FINISH 39 z� (P ) I OR u EXTERIOR FACE I AS APPLICABLE ' Q a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION 0LENCIH + 1` EXISTING GLASS---I MIN. SEPARATION m 3. ALLOWED MOUNTING: MS AS ON THIS SHEET. TO GLS TO GLASS @3 /4-0-20X3" BOLT (SFE SCHEDULE) ..� � 1 THRU 3 1' 4. ONLY ENTERMA61E 21 W/ 24 HV LOCK ARE ALLOWED —_ _- MUSE PENt�fRATE 3c 1" WITH 21 ARRANGED A METRICAL LAYOUT. --� —USE-O-(2).35_(6-LONG,_MINIMUM) MUST ALWAYS BE 4 4" 1.373- 1 I INCLUDED AT IDR OR INTERIOR ACCESS SIDE OF - r,_ - -- I !/4•a 6 1/4-a 0.075-'THICK Min:l - E)(1571NG FINISH -_ __ .250'-1 I-,O50� CONI'.W.V.STEEL.TRACK CIIAnZi.; 1A5 APPLICABLE- I I CENTERMATE.- ASTM A-6153 GRADE 40 Min G-60 WLVAIAZED FASTENED 10 STUDS W/(7)/sx1%r ,tx SCREWS ON i 43C 430 ' TNIMOR a EXTERIOR FACE S 1/4"0-70 MREADS i O s'O.C. O 6"O.C. Gil n1 _ ''� '��` BLALIE SLACK DETAIL HVF IS ALSO VALID FOR 43 ]„�4"� ELCO CONSTRUCTION 'wI .,. _ _�_ 1/Y 12 �J CENTERMATE 21 APPLICATION WITH BLADE(1D PRODUCTS FAB-LOK HD Im- - ,6. , v210.035 Bn« VARIES._ a 6" O.C. COMPONENTS ASTM A-653 GRADE 40 G-60 T:Nv.STEEL f 1" IMS WALL HEADERZSILL INSTALLATION _EXISTING FINISH AS APPIICABLF SCALE: 3/8•, t METAS STUDS I6'O.C.AT In. (IYP.TOP k OOTTOIQ -_,----- -.- - _-_ 10NT4-GALVS/Sft'ELUTRAGHICK Min. K ICHANNEL. ^- -�-- _ �E%ISTING GLASS- - _ _ _ j I ...., ��VANI&U FASTENt7)T0�STUGS60 ' .I i ^•. :' ' W/(2) 6x1/2-TEK SCREWS ON r SYMMETRYCAL SYMMETRYCAL INTERIOR h EXTERIOR FACE I I I j_ _ 'MIN.SCPAf7AnON.VARIES-'I I CE I: TO GLASS 2.:.., C NT RMATES W/ ' I....' (SEE SCHCDULE) MoENTERMATESWE. EXTERIOR ACCESS SIDE I': ;: INTERIOR ll* ACCESS SIDE ;.`''' I :. - ----- ------------- --- --------------- ------ ------ ----------=--------------- ------ --- ------=-=-----=--------- — - i 6"(TYP.)-..-... IN `3CJ(s`Min.) IN -® -- --- ----------------------- ---------- ------- --------- ------ ----- --------=---------- --- --- - _ - ------- - -- - ------ q D2 ---------------- ------- 2 4 -------------------- - -. ------ ---- --- --- -- - _--- ------ ------- -- -- - ----------- ---- --- -- -- ----- ----- - — ----- - ------------- -------=--------- ------------ - - ----------- - I - Y - Lit - 21 �- . '- ' �i� j I tH' DAT'1 2 HV HEADER/SIL tNUS /'� - VIEW 012 / 3 1/4'(TCP) -= `�-i (`tl(6"Min.) �-2 4 I � � 'SIDE CONNECTION TO TRACK 4 C� - 6 1/2`MAX SLACK k* 6 1/2"(Typ.) _.- q•. --, -_._.. ___.___._.. (cont.) BYA BLADE SLACK DETAIL HVF BYFLORIDA BUIIDING CODE(Non High Velocit Hurricone Zone 1111111111111111 m 2015 EASTERN METAL SUPPLY, INC. `\\���.P��rcR A: BERTHA HV;m /T17LECA S S A Accordion Shutter System Q 1 O IMC. ■ ■ ■ ■ KV.RIDE#1 W/OR w/O H.V.Wwav LEAD * %r *= T1LL1T TESTING t ENGINEERING COMPANY American Shutter Systems y,N DESCRIPTION DATE .DRAWN BY: M.L. sass N.W.lcen.sT.,so.306.vaaxA uw0aT6,ILORw a71 Association, Inc. I OLD I1-192 4/13/15 FIATS: 4/13/15 o iF n 4268 Westroods Drive x -_ -'4i Powre: .St.71-1530.Fax:CAROMS. DRAWING No moil:Lal000alol.00m West Palin Beach, FL 33407 ; 15-085 �'� •• FtO{3IOQ'••�� I ER-0006719 I tys1(iN 10 0 WALTERFLORIDALK10 44167 s SHEET ((bA /DATE 6 20 OF 20