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HomeMy WebLinkAboutProduct Approval 0810A,PI(PARWOtiT CA iY1 , !1t ° - � a , In .. BCIS Home'i-Log In I:User Registration i; Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links Search AoMa r { ® Product Approval I �,� USER:Public User .Product Approval Menu>Product or Application Search>.Application List,>Ap H tion Detail FL# 89-R8 Application Type Code Version Application Status Approved Comments Archived CF: Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com CZ= Authorized Signature Bill Feeley Irodriguez@easternmetal.com I, Technical Representative CD U Address/Phone/Email i Quality Assurance,Representative . L1j Address/Phone/Email Uj Category Shutters Subcategory Accord, Compliance Method Evaluation Report from a Florida Registered Architect or a License Florida Professional Engineer 0 Evaluation Report—Hardcopy Received Florida Engineer or Architect Name who developed. Walter A.,Tillit,Jr. P.E. the Evaluation Report- Florida License PE744167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE ID 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 ate.. 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.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 Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.1)df 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 W-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 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades re _T Only-(Non-HVHZ)-Drwg 15-085 (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.15-085.1)df 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.pdf 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 mall 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: C_ ci:tecY M qAPW Credit Care' Safe GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EOJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SWILL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALNY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. W ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: W BLADES()& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEDS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE'NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LCI USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 AIL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADES #0214.01-D3,$0715.01-03.#1004.01-05,#1214.01-05. 80317.02-06•#0609.01-10 AND#0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA.2• HV BLADE n AND HV WINDOW BLADE hl AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE HERE APPLICABLE) -HV WINDOW BLADE O#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND#D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCREW/BLOCK SHEET 6 2.HV BLADE 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.CONCRETE/BLOCK SHEET'7 3.BERTHA H.V.ACCORDION PINS(IN SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND#14xt.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kal YIELD LSTRENGTH AND 180 kai TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COWLING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING DETAILS W SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksl AND 35.7 lis!FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEER..3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN 50018 WITH 50 ke!MIN.YIELD STRENGTH AND 90 kSI MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 315 SERIES STAINLESS STEEL WITH 35 w MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADEiQ&Q WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 1B -B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#8'779,582 COMPONENTS OF THIS APPRaVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLASE hAl ONLY 9.IT SAL BE 711E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 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 MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4• HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS 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 SHAUL 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 SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED 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 RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE 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. (a)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. E7 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane R A.�A �/ 7N11, ©2015 EASTERN METAL SUPPLY,INC.� " BERTHA H TM VTC, '•v" 1 L E C O INT�. A.S.S.A. Accordion Shutter System o` = FLV.BLADE#1 W/OR W/o FEV.WINDUNl BLADE fl: � American Shutter Systems LY.N DESCRIPTION DATE DRAWN DY: M.L * TILLIT TESTING & ENGINEERING COMPANY OF •,. - 63M N.W.38th.St.Ste.RDs,VEWINIA GARDENS,FLORMA 3316 Association, Inc. 1 OLD tt-t 92 4/13/15 DATE 75 �w 4268 Westroads Drive 2 j ' Ph= :(305)871-1530.Fax:(305)871-1531 RAWING No a-mall:ultecaoax1- West Palm Beach, FL 33407 3 i WALTER -A.TILUT 006719x.P.E. 4 X15=085 _.. P.E. SEAL�Sy�}SdTURE/DATE FLORIDA U.#-44167 s SHE e 1 F20 .. 3Y FOR tRNDDw BfADE® B N VARIES 1918,. 1.491• {{ O .200^ o Y3• •i$ 'tr. •o Max. Q 45 On o p 4.371 0 4.385° a 4.857• 4.999' 6 r. 1 HV SOLID [;LADE .37s' O5 HV 90-Z1 ST STARTER OHV UNIVERSAL FLOATER a QUALIFIED OR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ W BLADED ®HV DIRECT MOUNT HV BLADE HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ W 8063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 1 .37 ' o ® 8063-T6 ALLOY A TEMPER 6063-T6 ALLOY AND TEMPER 3.226' 1.500• •124• 0 085' !r 70' 2.670' 3.556' in (TYP•) .994' .000' �! 670' 2226' 4 2D o9424.897'� 915' 92Q7 }JV ADJ. ADAPTER WJLIP4.43 ,2. 1,37s• D.D7z' -- 0.D 92D 3.22' QUAUFIED FOR USE'W/ HV ®HV WALK-OV R TRACK BLADE 01 QUALIFIED FOR U E W W 9 HV TRENCH TRACK 55° 3.750• ©HV ADJ, FOR USE TRACK / 6063-T6 ALLOY AND TEMPER BLADEQ) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE(D ONLY. 1� HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER VARIES "I 1.936' t' 1.915' $ BLADE Max. VARIES 1.936• 6063-T6 ALLOY AND TEMPER c 1.917• c ax• .083' c .083' g .093. .OB3' .100 0 .060• n Y �•{ A60' n 670 o N .093° 093' .060' 4ep. 670 1.686' 0Z\A 670 3.5 0' a 5 3.529' 670 2 11 HV CEIUNG HEADER 1® HV HEADER/SILL 13 HD CEIUNG HEADERal Q LIFlED FOR USE W HV BLADE 1 ONLY, QUALIFIED FOR USE W/ W BLADE(1�ONLY / mQ 6063-T6 ALLOY AND TEMPER"' QUALIFIED FOR USE W/ W BLADE 1O 14 HD WALL HEADER�SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY_ QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER X Ti COMPONENT A 8 T1 T2 X Y t MR X MN.Y Mal t 1' 1' 2' 2• 0.125' 0.062' Q 2• 5'MAX. 1/8' 1/6' 3' 3' 0.090' El I8 2' 5'MAX. 0.192' 0.192' SIDE ANGLES 20 CORNER POSTS QUALIFIED FOR USE W/ FIV ALUMINUM ANGLES 19 2.5' T MAX. 0.190' 0.190• UALIFIEO FOR USSE W/ HV BLADE QI QUALIFIED Fa USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 2' Y MAX. 0.139• 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ���• T�q-,,, BERTHA HVTM A■S■S■A Accordion Shutter System .S.S.A. KV.BLADE#1 W/OR W/0 KV. WINDOW BLADE *- American Shutter Systems qEv.N DESCRI"DN DATE DRAWN 9h M.L. TIWT TESTING & ENGINEERING COMPANY c AaaoclatTon. Inc. t OLD 11-192 4/13/15 DAZE: 4/13/15 '•. STATE DF .Ll,� asss Nw.361h.sl,s1e.sox MRcmu GARDENS.R.fIRAA 331 Phono:(305)971-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No O' FLOR10 •:'��� o-mail:41leeocaal.com West Palm Beach, FL 33407 3 15-085 �i,���`'•.. ����� Ee-0008718 4 ,`SSIONAL�.�`•� WALTER A.purr Jr.P.E 6 ,.E P.E. 9mil nlGM1TME/DATE °ROA uc 8 44167 6 SH 2 OF 20. I - 4.660' 9 9' 4.576' NAMEL 45' 293• 1/+"-2Dx1 1/4'-2D IE al5f �� 2.293' .745' 0.334' FU�HEAD THREADED HOUSING N EDH NNI- T 2DI; IE CAST 0 (2 TYP-) HOUSING ENAMEL VOMEDPAINtED3wl°� B14 .875'c1.325' .318o • IH1A59 CYLHIOFIL ,.�14�� --P-4,1,. _- -r a • a KEYS(CHROME (CNFiD1iE PLATED) Jr R 21 HV CENTERMATE 2s n _ ® HV LOCKPLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O& 1�ONLY (�2 HV FLOATING CENTERMATE h"°° aO 6063-T6 ALLOY AND TEMPER QUAAUDFIED FOR USE W/ HV BLADE 1 & I ONLY m. 3.023' QUALIFIED FOR USE W/ HV QUALIFIED OR USE W/ HV 6063-T6 ALLOY AND TEMPER 2 HV WDIMER CENTERMATE BLADE Q7 & ®ONLY. BLADEO& ®ONLY. Q ALIFIED FOR USE W/ HV BLADEQONLY 250"0.0. t6' 2.874' 6063-T6 ALLOY AND TEMPER PL f.HEAD ' 1.758" 922• 4.045' 3 2 MOLO CREW n m N N 2.079' 1.753' .� .60'AFnR RIVETING Coo ob t" fie.•OB• "' 1/4" 5X 3/4" BEFORE RIVETING S.S. THUMBSCREW I ZA-0-20 RIVNUT* '` N *SERIFS 9444 ALUMINUM(2024-T3 ALLDY)LARGE FLANGE THIN SHEET NUTSERT.PART{OeZO,AS LOWUFACLURE0 BY AVDEE .82Y I x I i z7D0 I m PIAN `� FRONT ELEVATION i n n CK �' 4.568' CHERRY TEMFN ORN,PARSIPPY,NEW JERSEY 07054 OR EQUAL © LOCKER FOR "T" LOCK CENTERMATE ®QUALIFIED FOR USE W/ HV BLADE(9ONLY ® HV FEMALE "T" LOCK CENTERMATE ® � "T" LOCK ® H4UALIFlED FOR USE wATIVE %Hv QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-76 USE AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUAURED W/HV BLADE0R USEIQON Y. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 6063•-T6 ALLOY AND TEMPEjR�' .5' 1.917 a 1.9 7' • 5.167 _ o o .O - v S D THUMBTURN 083' x� =.214- HD DER OR KEYNCYLINDER .214' 0.875'Min. to .40 n o D N m1 .125•Max. E O O G ® C A ELOCKING D m O ° o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & 1A . E., 6063-T6 ALLOY AND TEMPER HD CENTERMATE S INSERT 6063-T6 ALLOY AND TEMPER - VA16ES 12•MIN. QUALIFIED FOR USE W/ HV BLADE 1Q& 0 1/4'o-zQ S.S.oA 3/e'o-1e 1J0' 6063-T6 ALLOY AND TEMPER7HUMBIVRN ACETAL THUMBSCREWS. ALLOY ACYUNOER <SFE DErAns Do _ OR KEY t1S r Mpl- ;L1/2' CYLINDER ® LOCKING RODD IT. 1/a•m ® HDL,OCK QUALIFIED FOR USE W/ HV BLADE(j) 375'm � 6063-T6 ALLOY AND TEMPER © HV 3/8"0-16 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORRSE LACKS SERIES 2333 HOOK BOLT LOCK. +'/INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE0& QA DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 1111 1NT Y1 V BLADE Q1 QUALIFIED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone L /i� ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM IL ECO INC. A■S■S■A■ ��ACCorddjoRnw hntt�eSy�sAtDEem NDOW ITESTIShutter Systems EV.N DESCRIPRON DATE DRAWN BY: Ml NG & ENGINEERING COMPANY TILLT As90CIOtiOT1, Inc. 1 OLD 11-192 4/13/15 OATS 4/13/15 N.W.39U.SL,St.. 0.9 .] .VURGHIIA GARDENS,FLORIDA 3318 FEQ{�t��r�y Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No '/i/�`(•...... .•''(L� �.�� n-mdl:tiltcc0000L.com West Palm Beach, FL 33407 3 5—�a5 ''/•�,,,SS/ONA� �a``� WALTER A RLLRiJr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA Lf.g 441sT 6 SHE� OF 20 SHUTTER ASSEMBLY SCHHEDULE FOR 3/B"m I HV Q HV V/Y 41 12TOIN. LE PCE 825' (D HV BLADE 1 4 3 � E ND .11375' EXTW_ ® HV BLADE 1A v \ I HSS wow BLADE .as25' X_N •as2s ,szs' ® I BLADE S HV LONG RECESSED NYLON BUSHING r I 'm OPENIN 01325 .1875' Y . 39 ¢o U N KN(TYPi) 0.06 5' Q HV SHORT RECESSED NYLON BUSHING 3 0 R1.7 0 Y15.'HV NYLON HAT WASHER OR ® OR f /HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 4 I' 40 � //m2. SD0.870"x3/16" THICK NYLON WHEEL .3II a 7/8"MIN. HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS I 315'm sEPAC RAnoN °aOEfWEEN .0625' 0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENINGS t 5 3/4' s! DN r-r o ON C ERS•.,.a .7500• ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 �47Ti"�� 4 " CLEAR Exna wR ELEVATION ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i I B—ESEN TYPICAL. HV WINDOW BLADE C1,Al AND j 39 j 3 POLYCARBONATE HV WINDOW DETAIL AOR ® 4 or @ N.T.S. r(SEE NOTE FOR I I IN , I (D OR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC UV lkNTS AT RIOR BLADEKNUCKLE FOR313 I y12" TO BILADE B MN.CLFJ E INNOVATIVE PLASTIC LEXAN 103 RESIN I Q OR ® i i (SEE NOTE "F" ON SHEET 19). W(l)HVu� � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR dE ^ BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 a OR �9 POLYCARBONATE SOURCES FOR HV @ BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR Tw,�PROPEI:Rs STANDARD e� „��,� (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT ATs "v PI" EZTERIOR M EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00.324• BLADE'S KN;CKLE. �� �M mex 0.043 w/I. 0.043 Ib1W SPECtM BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTE FOR 04 " Q 3 REQUIREMENTS) TOI> n STRENDT" ASND Dere 6.400"1. 9.500 v.J• TYP. FLEXURAL SRDNGTN AT TE1D ASTM D790 12.000 P.J. 13,400 v+l (3) HV PIN ® OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O F1F7o RAE NODULUS As1M D760 xoom P., ..000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� 9 . nsU SHEET O 710TGHID ROD ASTM 0736 16 Fhlbr. 17 Ff-ml WHEEL CARRIAGE DETAIL SMOKE DENSITY ASTM D7343 47.2 x 645 x wx N.T.S. ASSEMBLY LAYOUT RATE OF 6UIWM ASTM DOW o-1 CLASS o-1 CLASS N.T.S. SELF IGNMON ASM-01929 1040 T Dm T 11ffdDR ASTM 0157 TOMMIE SIRI7N:III AFTER wEATHMING ASTM 516 5302 Pal. 6640µ431. n HV BLADE SOLID & (A HV WINDOW BLADE DETAILS I TINSI'E sniES58ETORE WEAwmw ASDA13 6,61°''. 6660 N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �ER�, � ,7ji/ 0 2015 EASTERN METAL SUPPLY, INC. ?� ���EN <<ir' BERTHA HVTM IL ECO-imc. A■S■S■A■ Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.1MNDON/MADE American Shutter Systemsu,,x DESCRIPnDN DATE DRAWN BY: NL TIWT TESTING & ENGINEERING COMPANY 7E Q� 6355 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 • "1A7W.361h.st,Sts 30.5,VIRGINIA GARDENS.flAR10A 3718 Phano:(305)871-1530.FGx:(305)871-1531 4268 Westroads Drive z DRAWING No Eb •. 01�IpP ���� a-mal:Blt.--aol.com West Palm Beach, FL 33407 3 WALTER 0.EB-�OWT1Jr'P.E 4 15-085 P.E. �'Lf610N'A URE DATE FLORIDA U.. g 441sT B SHE 4 OF 20 a m .x ®• n ff®,r���°" •® *NOTES ON HV LOCKS AND CENTERMATES: A e tc D ®s� tl N s r u 1 MANMTOBY CONDITION•L•ONE HV LOCK®or®SHALL BE USED AT 1/2 OF-SHUTTER SPAN FOR ANY SPAN OR 112-ABOVE OR ELEVATION. HV LOCK or ig MAY BE USED AS AN INSIDE- OF SHUTTER SPAN FOR OR OUTSIDE LOUP TO I CK AND TOFOR QnOR ONS@T ANY CENPERMATtS W�(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON Oa®a s TYPICAL SHU.TTE ATION. 18 m TO TWO HV LACKS OR IBE USED 2.OMPUOL=DTDgV#16 AS AN NSFORSIIDE OR OUTSIPERFORIDDECLOCK.CONNECTION OFOR FOR SECURITYURPOSESLOCKS TOUCENTERMATES OR®SHALL BE q5 INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUPIER ELEVATION. x - 3 . OPTIONAL CONDITION UD ONLY WHEN M84 CONDITION 91 OR LIMITED MANDATORY II o � 4 a J2 IS USm O H.V.ENHANCE LOCKING RODS ARE NOT KINUIRED AT URRICANE TERN TIV BUT MAY 4 oR 5 oR 0 oA 4 ® E USED IF DESIRED O ENHANCE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). a 4.MANDATORY CONDITION h ONE HV LOCK® ®SHALL BE USED AT AT CORNER CENTERMATFOR ANY SPAN CIa` AND INSIALU1TIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I"s ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD SS. M.S.TWO LACKING RODS AT TOP Ac BOTTOM SWILL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y— MAXIMUM SHUTTER SPAN SIAL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V, I 5• AIJERNANE To MANDATORY$POMOM #I VAUD ONLY FOR HY I= ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ,� INSf TIONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT 11 COF 1/4b-20x3/4"SS.THUMBSCREW O 0 OR®CENIEIWTES SHALLBE MADE W/1/4'0-20x3/4"ALUM. 0 � _ �i 6RNNUT AS SHOWN ON SECTION HIVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPIN OR TWO t C9!Kg T; LOCKS AT 1/3 OF SHUTTER SPAN. ® 8. MIGIATORY CONORION-tx TOR KEYSTONE MOLINnNG INSFMiRM&- ONE HV LACK®or @ or®SHALL BE L min, 1 11, 1, USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1 -ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP O 96',AND FOR INSTALLATIONS AT ANY ELEVATION. 11V LOCK®or®or @ MAY BE USED AS AN INSIDE OR _ OUTSIDE LOCK, ATTACHED-TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION OR @ OP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS IN D F E N 1 J K L tl P O Y (9> K SHEETS 10 @ 18 TYP.FULL 11 - *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. L& OF CORNER an 1.SECOND ALTERNA3E TO MANDMLf CONDITION#I VAUD ONLY FOR KV-T-LW do-AND CENTERMATES 0 MEL CENTERMATE INSTALLATION ONE ALTERNATE L "T"LOCK CSS MAY BE INST(iLLEO IN LIEU OF HV LOCKS®OR FOR ANY SPAN AND IN IANYNCLUDES ELEVATION.AL TE LOCK(i9 Y BE USED AS AN SECTION IV OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING RONFORCING LOCKER�,AS SHOWN ON SECTION FIYG, SHEEP 9,WHICH MUST BE t0+®Q1©+®anQ+©oR CONNECTED O cefrm TES®AND®W/ 1/4"0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32" OO+© O 0 WINGNUr OR W/ 1/4"0-20x1's-s-M.S. INTO A 1/4"Ox 5/8"RIVNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR tY 6 + 7 oR 6 + 7 + $oR MAXIMUM A80vE AND BELDW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOOM IS MANDATORY. *NOTES 0 D LOCKS & C TERMATES: 1• : ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF TYPICAL C HHV BLADE SHUTTER ELEVATION ITV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®O®IS W/3 f8 x 3/8'F.H. SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HDC•-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPnONAL BUILDING COD on High Velocity Hurri.pne one � ...... .T..`/ �i�'' 0 2015 EASTERN MEDAL SUPPLY, INC. BERTHA HVTM _C0INcA # OKB�mL A.S■S■A■ KVBLADE 1 W/ RRW/O . WNDM Shutter Systems REV.th DESCRIFnoN DATE DRAWN Or. M.L. TIWT TESTING k ENGINEERING COMPANY STATE OF a; 6355 N.W.36th.IL.S1..3w,WRGM�A WIS nORn]A 3a,e Association, Inc. , oIA 1 t-tsz 4/13/15 DAZE a/13/is Phone:(305)871-1530.Fox:(305)B71-1531 4268 Westro0ds Drive 2 DRAWING No � S �G `��. e-ma®t>r�eo19Lcom West Palm Beach, FL 33407 3 15-0o '�"i�„r ION, �1�A.�A`` WFLo RRA uo%si>ei D SHEET P.E. SEACn1IRNlIIURE/DATE 6 5 OF.20 ONCRETE ANCHORS POURED CONCRETE POURED POURED •(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13 REQUIRED 1/4"0-20x3/4'S.S. REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS REQUIRE FOq (SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS Q 18 �EYSFONE(SEE NOUNNNO®ON SHEET 7) SHEET 13) NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) , 1' 1� -- -- iL 1 4 0-20x3/4'S.S. in. ____ 12 oR 14 EQ MACHINE SCREWS EQ EQ _ _ _ USING 1/4'-20 NUTS 1/ - - 19 2 ® 12'O.C. I-D.* .250'Max. _ --: 13 aw 15 - � 13 OA 15 * 250' ''i i i O i .250'Max. 0. i � I Max. I ED I I .D.• I I I L OPTIONAL li �PRONAL i TO ASS(StEw ' ♦ i ..i MIN.SEPARATION TO GLASS 1 I`7 Bo mita --QOR ® ExamG EXISTING i W SIM 19 FUR ' I i I 1 G S IXIG--r--(SEE SCHEDULE ON SHEET 11) i BOdt5 mk Q717 1 MIN.SEPARATION TO GLASS G `(SEE SCHEDULE ON SHEET 11) STINC i cLAss-� ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION BD HV WALL HEADER INSTALLATION + KEYSTONE IXISTING i MIN.SEPARATION TO GLASS SEE SCHEDULE ON SHEET 11) 1 Mx gF/AVION i I i i 1 OR 1�♦ ' I I I I 1 E%IS ING� ro L.TAs(,EE � MIN.SEPARATION TO GLASS I i GLASS 1 9M m�A"ID ' "—(S(SEE SCHEDULE ON SHEET 11)'i i I I ' DAMS m&Q3) I ' 9 IXLSTINC i I OPTIONAL I HIII �' M117 Max•1/4"Max.oPnoNAL I'� I 1315E 0.* ii ii D i 19 TE.13 oRQ-- 12 OR(R 1/4'0-20x3/4'S.S.E PHIWPS TRU55 HEAD 4'0-2023/4'S.S.PHIWPS GR1$ MACHINE SCREWS USING CONCRETE ANCHORSUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 1' 1/4'-20 NUTS® 12'O.G. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12 O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCKNCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRE O HV WALL SILL.INSTALLATION NOTE FOR COMBINDDON OF SECTIONS: INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE ASSEMBLY SEE SPECIFICATIONS ON SHEET 13) ♦BLADE SEE M1�AONNSHFETS OF UI9 FOR 0 HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINE IN ANY WAY TO SUR ANY INSTALLATION. c 1111111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ENSF':�� BERTHA HVTM 1 L E C O i N A.S■S■A■ Accordion Shutter System *: = Itv BLADE#1 w/0R w/o Kv wlNDaw eLanE !f /,� *E American Shutter Systems Ev.n DESCAWINION DATE DRAWN BY: M.L - TICCIT TESTING & ENGINEERING COMPANY S AT OF ,Q;` Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 9'•, e755 N.W.79 N.SL,Sfe.7a7,YD2G91A CJAOFNS,FLORIDA 4716 4268 Westrocds Drive 2 1P.E. (305)871-1530.Fax:(31)5)871-1531 DRAWING No 'li�/(CS •,.•`��\\\\� a-ma®DIB®agol.com West Palm Beach, FL 33407 3 15-085/sZONAL \\\\\ -WALTER A TILLIT Jr.P.E. 4 SPAL gi VN RE/DATE FLORIDA ua.9 44167 a SH6Ef OF 20 POURED CONCRETE ANCHORS i MN SPAPoIMN I ' 1 OR ®r ' I'—O i M ro� CONCRETE (SEE SCHEDULE ON SHEET 13) SIE i I EJUSTINC I I ('(SFp scNFwaE ON I REQUIRED EDGE of 11 s�fe r�vR°7'm ' ° � '""' APPCLASS LICABLE EXISTING iCW t11AOEB 4D (10 GLASS- j I ON 5I1FkT 11) \ I i I I I I I II II I II 11 I I I ALTERNATE I I I 1 I I I J EXISTING I ' I ANCHOR A GLAS ' I I I ORX I LOCATION I I I +I I I I gtOx3/4'HEX WASHER HEAD I 111$ i 3/a'NtN. TSCREWS® 12"O.C. i EDGE OF �13OR I $ i J/a NIH. i IX CONCRETE ANCHORS i 8 I APPLICABLE 0-"(SEE SCHEDULE ON SHEET 13) E I EDGE OF EXISTING '' i I EDGE OF ' " SLAB IF SLAB.IF /1/2 1 EDGE OF APPLICABLE BLAB IF i NK sEPA1LaNi1 APPLICABLE •O• EO. APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS ' m aA5 CONCRETE D. CONCRETE (SEE SCHEDULE ON SHEET 14) --{1,Eg a® POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ON SFaET 1B FOR DOR ® CONCpETE REQUIRED D. D. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION QI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING k'FOR SSPANS PER ® HV FLOOR INSTALLATION t SCHEDULE®3, SHEET 11 V HV CEILING INSTALLATION oasn�NG �N.S aN CONCRETE ANCHORS CLASS (a¢So ' I wx.SEPAROON Ir;-911 O (SEE SCHEAULE ON t/aa mx Btmmc r w/ w SNw 1t)TO GLASS I 1 ; 4th s ' a EXIS'I1NG—I I' I' EXISTING SHEET 15) 1 ADVANCED 7FOtFPOWERSkDFORM I C i 1 7fDFNOLOG!OR 1/453 FDP+DiS 1/4' EXISTING �1—SDARAION ro cuss S---I Fnra=TAPPER+PNQIa1S w/ MAX.GLASS iGLASS -l(4E BWM"aN SI2a 1O ` ' Nx SrPNG1WN ro 13/4'MR1 EMBEDMENT 0 6'' �(fflsexmul[m1 11) ' I' a.C.FDR UP10 6•-0"SPAN RED r' C. I ' I i I 4.O.c.FOR SPANS LARGED THAN 1. e-a'SE4w ere o NA L APRx �1�' 1 SAEET NOfE. 9 T11 1/2' 1°x3 4 HEX s FOR L11�A 3 8" MAX. OR 1$ ' I WASHER HEAD E 'CONr.IEC SCREWS .. .•.a 12'O.C. S I I I I h+e1ax3/4' HIX HEAD - 1 8' +'.:!'.• '` t/4 0-20 7/4.55 u5TIX SCREWS®9"O.C. _ ___ 14x3/4'S.D.S. I 1/4' - :. e,,•, v'. USING t/CO-20 NAOR 1/4'0-20 SS.M.B. ANCHORS - - 6 + 7 3 O 9.O.C. -- - Max. W/NUT®9.O.C. UIE ONE1f6I1NG NON SRiUCNRAL n .;- `• y,---- 17 OR 18 1/2' 1" 17 R 18 1.J`2.0 E-TINEA.'.` SIw tRw(oEcaPAmE I EDGE OF SLAB IF 1�1114 4*F.H.S.D.S. ,•.A(IN: :' . -'.':iF POURED CONCRETE r REOuwEO III 1 7 8' 1 7/8 I APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EE9NOTE 13(b) - D POURED CONCRETE (SLE SCHEDULE ON ON SHEET 1 p, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 '`'• "%^6' REQUIRED OR CONCRETE BLOCK OPnoNAL POURED REQUIRED KMEYUM AONE6MOS.O.DESIGN PU�G64.-72 pf LATION CONCRETE QK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAXIMUM SHUTTER SPAN e•-D- REQUIRED OJ HV RAINGUARD INSTALLATION t NOM, BE NOTE FOR COMBINATION OF SECTIONS: s t REMOVABLE WHEN ER THIS INSTALLATION ORMED E D.-EDGE DISTANCE ADJACENT To AN OPERABLE IXR SEE UMQAATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFlCATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY IN MY WAY TO SECTIONSIMY N"NSTAALLnnoN1NED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `p44�(Lt�A• �I��� ijA 0 2015 EASTERN METAL SUPPLY. INC. ........4... T - BERTHA HVTM A S S A Accordion Shutter System �Tl L ECO .N�. . . . . KV. aAIDE#1 W1 OR Wio KV.WINDOW HAKE TINT TESTING do ENGINEERING COMPANY American Shutter Systems Ly DFscwPn6N DATE DRAWN BY. u 1 o'• `STATE OF W33 N.w.36th.St..Ste.30.5,VIRGINIA CAROMS.FLOWA 3316 Association, Inc. 1 OLD 11-192 4/1J 15 DATE 4/13/15 Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroads Drive 2 DRAWING No '� ,c' a-marl:ulteco0oul.rom West Palm Beach, FL 33407 3 5-085 8719 //`,ss/0NA1 ��r` WAL70 A.ILLUT J,P.E. 4 AL 919NA�fuRE/DATE FLORIDA Li g 44167 5 SH7 OF 20 P.E. � SEE END WALL CONNECTION SEE NOTES ON LOCKING RODS®,HV LOCKS d ar oUT 9D IN `i INSTALLATIONS W f 1(I HV **�D ALTERNATE HV LOCK®ON SHEET 5. []TISTING GLASS BLADE SLACK DETAIL HW IS VP11D FOR AL1. BLADE W HV CENTERMATES CUftOMATES APPLICATION WITH BUIDEQI ©�'®°R©+Q°"®°"10+�°A OR CFF END WALL CONNECTION 10+@aR©+®W1©4©Ofl EYJSRNG GLA$$ DETAILS ON -I +O 4 QaflO4O i®OR 2"%2"Yl/9" 3 1/4" 7- 6 1/2• 7- IID•-2 8 + 8 OR 9+ 3 OR�9+ rj (6003-T6 ALLOY)ALUM. i / OPPOSING 5YMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON I 1/2' aR®.® AN RS TO CONCRETE CENTERMATES �c (TOP/BOTTOM)& g1o%3/a•s.M.s.® 12• CENTERMATES MIN. SEPARATION (4)#1-1/2'S.M.S.TO TUDE i D.C.FULL 0 12'T. W/ HV LOCK f251 W/ HV LOCK �or TO GLASS 3 * 3 (ONSHCEETO1) AT EACH ANGLE LE (TYP) 5 ® a * 35* IN 5 0 9(r * 1 1 a + 2" � ® 3 ®" + � � I HVA HVB ©aR®°fl©+ D+®01 EX15RNG GRAS$ POURED CONCRETE OR F'� 'O © CONCRETE BLOCK WALL NL ED IsnNc '�"'�4-J�G SYMMETRICAL * I N 6 + 7 8"' MIN. s�ARAnoN GLA$$ +@8:OEXISTIN CENTERMATES 6 ® + +� TD cussGLSS 1 * (SEE SCHEDULE — —°® * W/ HV -CCK � (IPNnONAL) °R�+1CJ ON SHEET 11) MIN.S EPARAnONTO GLASS(SEE SCHEDULEI _ON SHEET 11) ) ----------- ------- o OT CHORS 16•D.C. � - - 3 VARIES 3 90 OUT 1 6 1/2"MAX.SLACK OUT 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 'Al1G4,N 1Vzz; ��'- m 2015 FJSIFRN METAL SUPPLY,INC., RW ............ -,, BERTHA HV Q CEN _ A S S A Accordion Shutter System 1 L ECO 1 ti c. ■ ■ ■ ■ b y MADE#1 W/OR W/O RV WINDOW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systema EV.N OESCRTIMON DATE DRAWN BY: ALL STATE OF 8355 N.W.36th. SL.Sta 305•VIRGINIA GARDENS Flittt144 3318 Association. Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 Ph-a:(305)671-1530.Fax:(305)571-1531 4268 Westroads Drive 2 DRAWING No ' F�ORIDQ' �' °-mall:UNarnO°°I.com West Palm Beach, FL 33407 3 ;, ,� •., ®-00057,9 15-085 - FS '• �G��� WALTER A.TILLIr Jr.P.E. 4 P.E.���9 %� �Air1AE/DATE FLORIDA uc a 44167 a SHEET of ao ALTERNATE INSTALLATI N "T" LOCK HV AL FEMAL "T" LOCKS CENTERMATES8 9 & LOCKERS In HV BLADE SEE END CONNECnON OETAIIS ON SHEI_TS 10 A 18 INSTALLATION In HV BLADE OUT IN �� aASs BUDEms1ACK DETAIL HVF INDYAID)ON SMELT 6, W� HD CENTERMATES AS WELL AS uIS SHL F1nAmIo Duce®DETNL HM-WD. IN SM END WALCONNECTION a 8•7 a 8^ I WALLA ON DETAaHSHOW eIN THIS e usm I o•�®�®.�Q�®a DETAILS ON SHEETS 10 R 18 I ©•O•®�©•O•®� (65532 ALAR uuu. 35 AN. W z)T�s 4 rArcaN 'I e �®•® (oPI1DNAy 4* (oPnDNAL) -- 4, GaNCIRTE L--_------- --- ---- --------------- ow/wROO (sU1 a�rAat AtICIE & i Itmsac.Sim tu+at% DZI FIN (4)H V. (4)N.V. 3 1°". n. $ 5 a 3 30 LOCK T( CnP-) 7 a/4. PINS(TIP.) , m 1 ----- — —5 1 2 ;z"zQ_k ♦ a a t t/4 Va z a/a 5 =OUT 31 oR K 33 31 oR 32 31 on 35 31 aR©2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (aT1oNW SFE NDIE s FDR wEach®, # W/ 7/8"0 x 3/32" WINGNUT.. (aPTnNAT� 108—HVB OUT HDC—HVC r Lola.ON Sim 5. 0 HV "T" LOCK (OUTSIDE) 2 SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES ® W/8 LOCK (EXTERIOR) +N/ LOCK (INTERIOR) t SERIES9444 AUA MUM HVG.* 1524-13 ALL"IMCE FLANGE THIN at®a©•Oj aO to•®� - SHEEr NUTSERT.PART 10820. +�•®aq®a®,.®•®p AS MAMUFACTURED er AvoEL READ TDITURN,PARSPPEM',NEW JERSEY ©•�!©a©•O•®a 07054 OR EQUAL 3 © s turns ax TDctana mm B xD®ttta6 oN SUIT a /"Z- 1 ##M varAL none euDEOGErAL NDD4w is VALID TDR ALL aNME1auUFs APR===WH MADE O HDD-HVD�# FLOATING STACK FLORIDA BUILDING CODE Ron High Velocity Hurricane Zone • ��````EF1 A;TIC AAh 0 2015 EASTERN METAL SUPPLY. INC. ``` �� • ' Ur - /� /� BERTHA HVTM =1L C O INC. Accordion Shutter System — H.V. RADE#1 W/OR W/0 KV.W=W RADE 8 ¢ iJ' American Shutter Systems N DESCRIFnDH DATE DRAWN ew .L e TATE(� DWT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/1 3/15 em N.W.am.SL.SW am,VWaR IA GAR DOM FLOM A 3116 11 4268 Westroads Drive 2 Phone :(305)871-1530.Fat:(305)871-1531 DRAWING No \ e an:9Rtttao9aoR.rnm West Palm Beach, FL 33407 3 $-085 ZONAL E�a``�IN WALTER A.TLUTTM-000671J,P.E. 4 AAA p ITN` FLORIDA Uc.f 44197 5 SHEET P.E. SF�tJ�IN7NATURE/DATE 9 9 OF 20 POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS( EXISTING GLASS CONC ANCHOR �EX[SnNG GLASS —r— ) 2•MIN E%ISnNG GLASS ® 16.O.C. _ T Y MIN. r MIN.SEPARATION r— +• I r TO GASS(SEE MIN.SEPARATION MN.SEPARATION MN.SEPARATION SCHEDULE ON SHEET To CLASS(SEE i TO Cass(SFE EQ EQ TO GLASS(SEE 11 FOR BLPDE®ANO i _ MULE ON SHEET 11/116"0-MAX. ON SHEET 19 FOR 1�Egg(RAND ' SCHUXLE ON 1 BIAnE 11 FOR BIADE pAM'1D (6063-T6)COM. OWES p&® ON SHEET 19 FOR 1/p• i ON SI1EEr 19 ON SHEET 19 FOR ALUM. CLOSER (LOCATE AT aAOFSS &® PLATE. (LOCATE 1/2 BLADES(D Q� g pg EITHER SIDE AT EITHER SIDE MIN \ ' OF 5Q) 1/2'MIN. OF 4) I �.USE 1"OR 2'MAX. #10x1/2'-S.M.S. g1ox01 S.M.S. AL APPLICABLE)ANGLE I _—_-- ® 16'O.C. ----- ® 16'O.C. goxe - 4 \ / N. ALUMINUM CLIP ANGLE I 8063-T6 ALLOY)AT MIDHEIGHr W\j , (2)1/4-0+TAPCONS ANCHORS TO cj SEE DETAIL X FOJ WALL AT,"O.C. (LOCATE AT ' SIDE CONNECTION OR ® EITHER SIDE OF(D) OR 1 OR ®N SEE DETAIL X FOR I TO TRACKS SEE DETAIL X FO ® O O O^•O ®O1 a®°'�Q ®a SIDE CONNECTION a 6 70.8 10 510E CONNECTION 6 7 8 0 TO TRACKS e 0• � o•®`"®•Q_®•®a To TRACKS©. .©a ©.Oj .©a©.Oj .®ui 6.Oj .®a,©•O.®m END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q END CONNECTION DETAIL 03 SND CONNECTION DETAIL .F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR EXISTING EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED _—____ MIN.GSEPARATION #1 1/2'S.M. To asEE(S ® ,6• .c. MN.SEPARATION +SCHEDULEE ON SHEET TO CONC ETE t/2'MIN. ��GLASS(EE OR®OR�OR ON SHEET 19 Fal ANCHOR® - 11 FOR BIADE(DAND 4 ______ _ ____ �OR®OR(qOR( q.NCR RATES p&® 12'O.C. 5 N SHEEr 19 FOR DES p&FO ----- - OR� EQ 1 2 MIN. / 4 1 2'MIN.ED OR®OR�OR 2"MIN. ♦ SEE LIMITATIONS OF USE FOR r 5 BLADE®ON SHEET 19 0 OR i 3 OR(qOR�ORt� vlEw 1 OR ®' PLAN OR ®' � TAIL X POURED CONCRETE OR ®�©•O�© +D-®� ®a®a©•O�©m+D•®a END INSTALLATION CONCRETE BLOCK WALL ,D•®a©.p�p.©� ©•O�©a0 O•®a n HV BLADE OR I HV WINDOW BLADE INTO — REQUIRED �©•O•©�©•O•®� G CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q @)'@-@-@-@-@"" END CONNECTION DETAIL 6 �•®p®•®p®•® '®•® FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone Tl�(J'''% ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ��P�'••vCEN� ■ RV ARAM#1 #`°CRR Sutterh . WNDOWW m A■ S■S■A American Shutter Systems ?EV.No DESCRIPTION DATE DRAWN BY-. M.L. TILLIT TESTING & ENGINEERING COMPANY STATE,OF 0355 N.W.36th.51.,St..SOS,wRCIMA maDENs F,D ffiA 33,8 Association, Inc. t OLD 11-192 4/13/15 DATe 4/13 15 �icORI N.W. :(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No o-ma1Ul�c�o®Bl.mm West Palm Beach, FL 33407 3 1,11146 l S�DNA►-E ``� WALTER A T1LLT��P.E. 4 15-085 Jl �" FLORIDA U..@ 44167 6 SHEET P.E. SAV 9i AtiURE/DATE 6 10 OF 20 SCHE ULE 01 SCHEDULE J2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" INcrf ATtoN No_ + 0 (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATES. ® &® or or INSTALLATIONS W/ OPPOSINS qr CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or or or �1 & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. 8t W/ ONE HV LOCKS HD LOCK ®W/ NO L®KING®ODS or ONE�HOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV -I- W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A, B, C• D, E, M, N, O, P, Q, AS.D..DESIGN PRESSURE RATING. ® ® ODS MOUNTING F, K & L R, S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tr) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t tF SHEET 7) FLOOR/CEILING G, H. 1, It, J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 6 CONCRETE&WOOD CONCRETE MOUNTING & M AaMAUAoEM AAUAXI NN9aN INSTALLATIONS ASM UULINNcx INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PNESwRa WALL MOUNTING FLOOR/CEILING P165511RE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. RATING wawa & RA1w0 FLOOR/COLING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (011 MOUNTING FLOOR/CER1Nc MOUNTING (p•�rJ OR DETERMINE MAXIMUM SPAN 'L-`FROM SCHEDULE ft00R' Pit MOUNTING L+ (t9 L-(I� L+ (I� L-(N L+ (ft) L-(RJ L+ (0) L-(BJ O MAXIMUM SHUTTER SPAN 'l.+"OR "L-• FOR 30 OR LES 16'-0" 18'-0' 16'-0° i6'-0' 30 16'-0' 16'-0' 30 16'-0' 16'-0° INSTALLATIONS INTO WOOD SHALL BE UMfTED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE 105 psf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN Z+'AND"L-•. 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-10' 14'-10' 35 15'-2' i6'-10' 40 13'-.0" 13'-10" 14'-2" 15'-2' 40 13'-10" 13'-10" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMU 1 M SPAN FOR 45 13'-1" 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1 45 13'-4" 14'-3" t HV CORNER CENTERMATE#3 MAY BE USED AJALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-B" 13'-7' 50 12'-5' 12'-5' 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONW/ FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITI 55 11'-10" 11'-10' 12'-I" 12'-11' 55 11'-10" 11"-10' 55 11'-1' 11'-11' FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7' 12'-4' 60 11'-4' 11'-4' 60 10'-2' 0-11" NOTE#5, SHEET 5. RATING: 65 10'-'10' 10'-10' 11'-1' 11'-11' 65 10'-10" 10'-10" 65 9'-5' 10'-1• DETERMINE.' Ll+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9' 11'-5' 70 10-6' 10-6" 70 a'-'. 9-4" L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 f0'-1" 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-1" 75 - 8-9" ' tEXCIPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10" 9'-10• 10'-0' 10'-9' 80 9'-10' W-10' "L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' W-6" 9'-9' id-5" 85 9'-6' W-6` INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3" SHALL BE UMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" e'-9' W-2" W-10" 95 9'-0" 8'-9• LIMITED TO +64•-72 p.s.f. AND 8'-0' SPAN, SEE Lx MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8.'-9" 8'-4' 9'-0' 9'-7' 100 8'-9" 8'-4' MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4" 105 B'-7" 7'-/1" 8'-7' W-2" 110 8'-4" 7 110 8'-4" 7'-7" '-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2' 7'-3' 8•-4' B'-11` 115 W-2" 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 7t+',"Lz+•, 'Lt=AND Lz 120 W-0' W-11" 8'-2' 8'-9' 120 W-o' W-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8' 8'-0" 8'-5' 125 7'-10' 6'-B` ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10" 8'-1' 130 7'-8` 6'-5" ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7'-9' 7"-9" 135 7'-7• 6'-2. WIND SPACING. 140 7'-5' W-n` 7'-7" 7'-B• 140 7'-5" 5'-11" ASTM E-1996 SEPARATION 145 7'-3' S'-9' 7'-5" 7'-3" 145 7'-3" 5'-9" TO GLASS 150 7'-2° 5'-.7" 7'-4" 7'-0 150 7'-2• 5'-7- 155 7'-0' 5'-5' 7'-2" 6'-s' 155 7'-D' 5'-5" 1 THRU 3 1" 160 6'-11` 5'-2' 7'-1' 6'-7' 160 6'-11' S'-2. 165 W-10' 5'-1" 7'-0' 6'-4" 165 6'-10' 5'-1` 170 8'-9' a-li" W-11" 6'-2" 170 6'-9" 4'-11' 175 6'-7' 4'-9" 6'-9" d-0" 175 6'-7' 4'-9" 180 6'-6" 4'-B' 6'-8' 5'-10' 180 6'.-B' 4'-8" H V B LA D E 185 W-5" 4'-6' W-7' 5'- 18 8' 5 6'-5' 4'-6' 190 6'-4' 4'-5" 6'-6" W-6' 190 W-4" 4'-5" 195 6'-3" 4'-3' 6'-5." 5'-5' 195 6'-3" 4'-3' 200 W-2' 4'-2' 6'-4' 5'-3" 200 6'-2" V-2" 205 6'-1' a'-1• 8'-3" 1 5'-t' 205 6'-1' a'-1^ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. `N"0III 'TL""" BERTHA HVTM B I L E(wO iNc. A.S■S■A■ Accordion Shutter System H.v MADE#1 w/OR w/o KV.1MND17A1 ADE T•,'T`"'r'-`v TIIlIT TESTING & ENGINEERING COMPANY An761'ICOn Shutter $ySt9rt1S EV.N DESCRIPTION 9A1i oRawN ar:Mepv.LG. • esss N.W.36lh.9L,Sta.709.VIRGIIM ar+ahws.FLORIDA alta Association. Inc. , DID 11-192 a/13/16 OATL a/13/1s Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No '•�r^"•"' K/�- _au;tilteco®aol.com West Palm Beach, FL 33407 7 15-085 0 F QQ EB-0006719 •••. t0R1 e�.� WALTER A.71LLTT Jr.P.F_ 4 .� �\ `E�DA7E FLORIDAua 0 aa167 6 SH1�OF 20 • • . :tl/ O R;Pili v Wo11. :1• •::s.'•11 . • .111 •11' •: 1. :al •: .•. :al • 17: :1.1 :1 .•: 1 11 oommmmom oommmmoammommmMmEM �m®mmmomm mmmm�o•moo mma�n�o•nom mmmommuo mmmmmomm 000m000m mmmmmmmommmommmmmmmmommm0mmommmm®mmnmmmmmmm�nnoo • ��mmmmmmm©mmmmmmmmmmmmmmmmmmmmmmraommmoommmmomoonom mmmmmmmnmmmmmommmmmmmmmmmmmmmmmommmommmmmnmm... mmmmommoommmmmmmnmmmommmmmmmoovoommmnvomomomm�omv ®mwnimnoiomma�on�000mmm000vommmoonrs��mmmo000moonoomoo mmmmmmmommmmmmmo0mmommmmmmmom000mmmmmmmomnoonomu mmm"""m mmmnmommmmmmmmmmmmmommoommmmomov00000nom m®mmmmcmmmmmmmmmmmmmomommmma�om000mmmom®oom000mmov mmmmmmmommmmmmm®mmmmmmmma�mmomvoommmmmmmomoom0000 • mmmmm®oommmmmmmommmmmmmEammmmm©oommmmoommm000mo©v mmmmmmn=mmmommm®mmmnmmmmmmmEamovommmmo®0000moommo mmmmm©©ommmmmmmommmmmmmmmmmm0000mmmmo©oomoommmmo mmmmmmoommmmmmmommmommmmmmmom000mmmommoom000000® " mmmmmvoommmmmmieaommmmmmmmmmmom000mmmmmvoomonommoo mmmOOmOOmmmoomoommmoomdmmmmm mmmnm000 mmmmmm©o mmmmmmmio mmom0000 mmmm®000 mnmmmo©o mmQ7m�OVO mmmmmvvo mmmommmo mmmvovoo mmmoovoo OOOOOO®D ' mmmmm000mm0OODO0�m00000Omm�Firi00C�Ommmom0000000momo mmmm®�Oi�mmmmOOOO mm000Om�mmmO0vO0mmm000v0 O�OmODOD mmmmm©vommmmm®vommmommaommv00000mmom®000moo®®moo mmmmm000mmmommvommmmmmoommmv0000mmmmm©0000000moo ,. mmm©©000mma•mm000mmmommoommm©000emmovvovomommmo©o : ., �,' mmmmmo�oommmomovommmommvommm00000mmmm®oioommmmmmoo mmmmm000mmmm®000mmmom000mm0ommoo®mmvoovomnm©v000 mmmmovvommmmrm000mmmom000mmmoovoommmmmvvommomomo© mmm00000mmmomvovmmmmmovom®m00000m®®ovovomomo©©oo mmmmoovomma•mv000mmmmm000mmov0000mmnm0000mmmmm000 mmm©©voommmmm000mmmmv000mm000vo�amm®000vommmmm000 „ mmmv®ovommmom000mmmmmvodmm000voommmmv000moomnmmo mmm©000�ammmmvovommmom000m�©ov000m�o®oovomnommmoo mmom©voommmEa©vvommmommoomm000000mmmv000000mov000 mm000000mmmvoavommm00000mmoa0000mmoov000mo©om000 mmom0000mmm00000mmme•0000mmv00000mmm0000mm00000©o ' mm000voommmoi0000mmmov000mmoa0000mmm00000noovo©oo mmm00000mmmoovooemmm00000�mmv00000mm000eoomnomm000 Mmmm0000mmmmoomovmmm0000dm00000vomo®00000momEet©000 mmmoovoommm00000mmmv000vmmvoovoommmovvoom000nn©o alin000m000OOmm0v000Om®m00v0O�m00vO0<i�imm000v0O��©Run O • . O ' moanmom mm000000mm000000mmov0000vm000000mm®00000mmmm000 _ mmr�000vommoomvoomm000000mmovovoomm�a�a0000m ' m0000000mm000000mm0000ioamma00000mov00000mo©o©000 �) � • � � mmvoomommmov0000mm000000�mov0000m000m000nmmmommo mmov0000mmovv000m®ov000v00000vv000A00000mm000000 • • m®000000mm000000a•mvoovsaomm000vooiu•m0000vomnmmmoioo mv0000vom®000000mmooA000m000•avoommov0000mmn00000 m®000avomm�aoovmommov000vmoovoo®omm000000mn©000mo ®mvov0000m0000000mov0000a�movoov�•mov00000mmm00000 mov000aom000v000m0000000m0000voom0000v000n000moo ' m0000000m�aov000�am0000000movoovoov00000vomomm0000 mvv00000®oov0000moov0000mvov00000v000v000m©ommoo moov0000m0000000m0000voov0000000v00000000m®00000 moov0000mvvoovoomoov000vmvovvoviomv000000000m0000 ' mm000000m0000voomvoA0000vv000000v0000voommom0000 m0000000 m000vovo moi00000m miwoomoovmovoovvo nommmmm .;, �a rrq 1 1 1 1 I I , , t 1 MAXIMUM A • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE MOUNTINGS C 0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: . POURED BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Mi..Pc-3 ksl) W40M1A1 O WALL SIU_ MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDFDL(Kn.Pc=3 ksl) SPANANCHORS SPACING LEGEND - 1/4.0 x J/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.1'o=3 ksl) (R) k&M BERM RRAIM PRLSSME RRIHG DES01 NEWME PltmlllE RAIBC OIDR1 I[ELUNE PNiEAlA1E(WINO - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,WC. 30 40 60 75 90 120 160 205 30 40 60 78 90 120 160 205 30 40 60 78 90 120 180 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 B 8 8 8 35 14 12 70 9 B 8 8 8 14 12 10 9 8 8 8 8 THREADFORM TECHNOLOGY (WR,f'c=3 ksi 3'-0' a 12 10 s e e e 6 fs 1z fo s e B 6 s 14 12 10 9 s e s s ALL Ppl�SOLO-SEr ) OR 14 12 10 11 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 NOTES: 14 12 10 9 8 6 6 7[14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 8 BLUE TAP W/CAP 14 12 10 9 8 7 55 35 12 10, 9 8 8 6 6 14 12 10 B 8 8 6 5 TAPPER+ 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ 14. 12 10 B B ti 8 8 12 10 0 6 B 8 6 14 12 10 B 8 B 6 5.5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 9 8 6 6 4 12 10 9 B B 6 45 14 12 10 9 8 6 4 3.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLD-SET ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE NO,EMBEDMENT f4 12 10 B 8 8 8 4.8 12 10 9 8 8 8 65 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED.1/4 0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 75 5.5 3.5 - 12 10 9 B 6 e 5 14 12 10 9 B. 7 55 4 SEE ATIDNS OF USE FT1R 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 6 8 6 8 12 10 9 6 8 6 5.5 14 t2 10 B 8 B 6 45 9VOEE VA WN SKEET 19 5'-0' 14 1$ 10. 9 6 7 4 - 12 to B B es s 3.5 t4 12 10 8 6.5 5 35 3 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXNSDNG WALL OR FLOOR. 14 12 f0 B 6 7S 4.5 - 12 10 9 8 e 6 {S 14 12 10 9 B- 8 4.S 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 7.516.5 45 - - 14 12 10 9 8 75 65 4 14 12 10 9 B B 45 3S NOTES 0.1)&A.2)ABOVE.FOR INSTALLATIONS ON-VINYL SIDING OR BFS WITH OR WTIHOUT METAL STUDS CONSULT THIS.ENGINEER.FOR 6'-0' 14 12 10 8 8 8 6 - 14 12 10 9 8 B 6 5 14 12 10 9 8 65 15 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 B.S 7 6b 4 3 14 12 B 8.5 55 4 3 - 14 12 10 B 8 6 - - 14 12 10 9 8 65 5 3.75 14 12 10 85 B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) L4 12 8 6S 55 3 - - 14 12 10 9 8 6S 45 3.5 14 12 10 8 7 5 Jb 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 7._0. f4 12 10 B B 8 - - 14 12 10 9 8 7 S 4 14 12 10 B 7S 55 4 3 1/4'0 BW T CO4'ALL NCRETE OINTS SANCHORS W/ANCHORS. MANU FACTURED ACNRED fiY FLORIDA BUTED Ery ALL MFASTFNB75 DIRECT.SCREW,BOLT&SNC.�TM COMPANY. 14 12 10 8 6.6 4 - - 14 12 9 7.5 6 4S 3.5 - 14 10.5 7 5S 4b 35 - - _ / 14 12 10 65 7 4 - - 14 12 10 9 75 55 4 - 14 12 9 7 7.5 45 - - ^ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 5-514.5 - - 14 12 10 9 75 55 4 - 14 12 8 7 8 4S J _ COMPANY OR ANY OTHER APPROVED OCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,WC. 14 12 10 B 8 45 - - 14 12 10 9 86 4 - 14 12 10 8 65 6 3.5 - NOTES. 14 12 46 7 55 3 - - 14 12 B I5 5S 4 3 - 25 95 6 6 14 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7.5 6 - - 14 12 9.5 8 65 5 - - 14 12 B 6 1 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 65 5 35 - - 14 12 10 8 6.5 e - 14 12 B 6.5 S 4 14 12 10 9 8 - - - 14 12 110 9 75 4.5 - - 14 12 85 7 BS 4 - - 82)MINIMUM EMBEDMENT OF 11/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED[NIX)THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - - ^ 14 Tl 17 55 5 35 - - 11 B 5.5 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 B BS 4.5 - - 14 12 1&5 7 55 4 - - 14 105 7 55 6 4.5 - - EEOST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.5 85 5.5 4 - 14 12 B 7 8 4S - - 14 11 7 5b 45 3.5 - 14 12 10 9 75 - - - 14 12 10 S'65 5 - - 14 12 0 6 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 95 8.51 5 4 3 - 110 75 5 4 J 1- ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 55 - - 14 11.5 9.1 6 5 4 - P2-519.5 6 5 4 1 4 1- NOTES B.1)&82)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS B S - 14 12 B 1 85 55 4 - 13 10 65 5 4 1 3 1 FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 1 7 6 45-^ - 14 105 7 SS 4.S 35 - 11'-0' 2S 95 5 - 12 9 B 14.5 4 3 - 9 7 45 3S 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. /4 10 7 - - - - - 14 105 7 5b 4b - - - 1.5 BS 55 4,S 79 - - (D SEE SCHEDULE BROW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 - - 14 115 7.51 6 5 - 12 1 9 6 45 4 12'-0' 14 12 10 - - - - - 14 12 B 85 55 - - - 13 10 65 5 4 - - - EDGE.DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I15 85 4b - - 11 8 55 4 35 - 8 0 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.NESS THAN THE INDICATED.REDUCE ANCHOR SPACING 35 95 e - IS 95 6b 5 4 - 05 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - 14 IM5 7 55 45 - - 11 BS 55 45 3b - REDUCED SPACING ODTANED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 14 12 - - - - - - 14 11S' 75 6 5 - - - 12 s e 45 4 - - - FACTOR OS 8 - - - - - - 10 75 5 4 3 - - - 7.5 55 4 3 - - - - ACTUAL. TAPCON WITH ADVANCED TAPPER.+ 25 es - - - - - - 12 9 8 45 4 - - - 95 7 5 4 - - - - EDGE TAPCON THRFADFORM TECHNOLOGY �'POINT SOLID SET BLUE TAP W/CAP MIN.SPACING B 6 - - - - - - 13 95 65 5 - - - - 0.5 7S 5 4 - - - - V BLADE DICTANCE 14'-0' 14 12 - - - - - - 14 105 7 5.5 - - - - 11 04 5.5 4.5 - - - - E.D. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING=3 1/2' MIN.SPACING 3' 3 3/4' 4' 10 75 - - - - - - 9 7 45 3.5 - - - - 7 5 35 3 - - - - Q HV D W POURED CONCRETE& Pam CONCRETE CONCRETE B ICK POURED CONCRETE& POURED CONCRETE&POURED CONCRETE O0a3mE a= _ _ _ _ _ _ _ _ _ _ _ _ V WINDOW CONCRETE 9LOCK CONCRETE BLOCK CONCRETE BLOCK 15 B - - - - - 11 8 55 4.5 - - - - 9 65 45 - - - - - L4E1 E4.3' MRL FED=3 1/Y A9P1 E0..2 1/Y MN E0..3 1 MN FA•3' f01 fJ].=J 1/2'MIN.FA•2 I/2' 14 - - 3.5 ,o s5 - = a5 a ,s - BLADE WORKING 3' ,.o o.so ,.o D.7B 1.0 o.B4 1.0 15'-0' 9 _ _ _ _ _ _ _ g5 65 4 - _ _ _ _ 8.5 5 J _ _ _ _ _ 2 1/2' - 0.81 1.0 - - 0.67 1.0 10 - - 0.5 85 6 4 - IN UNISON ♦ 2• 0,71 - 0.51 - 7 _ _ _ _ _ _ _ 15 8S 5.9 _ _ _ _ 9 6S 45 - - - - - 1 3/4• - 091 - - - 0.43 14 - - - - - - - 2.5 9S 8 - - - - - 10 7.5 5 16'-0' e _ _ B 6 4 - - 8 4S 3 - _ _ _ _ 1 1 2' 0.35 _ _ _ _ p•yr _ 95 7 s - - - - - 8 6 14 - _ _ _ = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N /4 0 2015 EASTERN METAL SUPPLY.INC. A. �. / ``��P�ENSF TJX _ BERTHA HVTM L E C 01N�. A■S■S.A. Accordion Shutter System American Shutter Systems KV.BLOW#1 W/OR W/o FAV. WINDOW MADE ;Ccs TINT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION DATE DRAWN BY: KILL SPATE OF ,�` 357 N.W.3611.SL.Ste.307,WIMNIA aR,D.M%E10R14A 3316 Association. Inc. 1 OLD i 1-192 4/13/15 DATE 4/13 15 6 'y Ph-:(305)871-1530.Fax:(345)871-1531 4268 Westroads Drive 2 DRAWING No O '•,, DR �`. a-mall:Ulteco®aol.com West Palm Beach, FL 33407 3 fp."E."9My81dN"ATURE/DATE 6f"' .. ... e WALTER A0TOLL1i1Ar.P.E415-085 FLORIDA Uc.144167 s SHEET 6 13 OF 20 YxYIMUk ANCHOR* SPACING (jn)_SCHEDUL_FOR A GNEI.•: MAX. SHUTTER SPAN. A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR coNcRETE OR cokgm BLOCK INSTALLATIONS (SEE MOUNIINGS 4 J,K A,L ON SHEET 7)' POURED CONCRETE POURED.CO CONCRETE BLOCK ANCHORS SPACING LEGEND I AUC 1AA1m{W ' R& 1 RENCH ORAINCUARD MOUNTING (g)WALL/FLOOR MOUNTING OWALL/WALK OVER MOUNTING TCON OR iqD.DM WAINE PRESSURE RAIM DPSY7t PBGATNE PRDSURE RATM DEZN 1t AK PRESSURE RE0 R9 .OEM MCBNE PREmaE ROM TAPCONAPWITH ADVANCED 30 140 160 175 190 1120 160 205 30140 60175 90 126 160 205 30 40 6017,9 90 120 160 los 30 40160 75 80 120 160 205 THRFADFORM TECHNOLOGY 14 1z 10 8 8 8 6 6 12 12 12 12 12 15 8.5 6.5 7 7 7 7 7 7 S5 5 5 5 5 6 6 5 5 ALL POINTS SOLID-SET 14 12 10 9 e '8 B 8 12 12 12 12 t2 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 6 S R LESS 14 12 10 8 B B 6 6 12 12 12 12 05 8 6 45 7 7 7 7 7 7 7 0.5 5 5 3 5 5 b 5 5 BLUE TAP 14 12 10 B B 8 B B 12 12 12 12 12 f0 7.5 8 7 7 7 7 .7 7 7 7 5 5 9 6 5 5 8 5 TAPPERt 14 12 10 8 8 8 B 8 12 12 12 12 15 65 6S 6 7 7 7 7 7 7 SS 4 9 S 5 5 5 5 5 4 4•-0' 14 12 10 9 8 8 8 6 12 12 12 12 12 B.5 7 8.5 7 7 7 7 7 7 7 7 5 5 B S 5 5 6 5 14 12 10 B 8 8 6 8 12 12 12 85 8 6 45 3S 7 7 7 7 7 7 6.5 5 5 b S 3 5 5 5 5 14 12 10 B B B 8 B 12 12 12 12 10 7.S 7 7 7 7 7 7 5.5 5 5 5 5 5 S 5 5 14 12 10 8 8 B 8 8 12 12 12 11 9 7 S 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 5•-0� 14 12 l0 B 8 8 6 6 12 12 12 12 10 75 S 5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 D B B 6 B 12 12 B5 75 8 4S 35 - 7 7 7 7 7 7 5 3.5 5 S 5 5 5 5 5 4 14 12 10 9 B 8 8 8 12 72 12 9S H 6 45 - 7 7 7 7 7 7 55 4 5 5' S 5 6 5 5 4 * SEE ANCHOR 14 12 10 D B e 6 6 12 12 1.5 9 7S 5.5 4 3 7 7 7 7 7 4.5 35 - 5 S 5 5 6 4.5 3.5 - SPECIFICATIONS 14 12 10 9 B 8 8 e 12 12 12 10 e B 4.5 3S 7 7 7 7 7 7 7 5 S 5 5 5 5 5 5 8•-0� 14 12 10 B B 8 8 6 12 12 8 B 5 4 3 - 7 7 7 7 7 55 4 5 5 3 5 6 5 4 3 ON SHEET 13 14 12 10 B B 8 8 8 12 12 10 B 65 8 .75 - 7 7 7 7 7 6 4.5 - 5 5 S 5 '5 5 4S 14 12 10 B B 8 8 B 12 12 10 B 8.5 5 35 - 7 7 7 CS 5S 4 5 5 3 5 5 4 3 7'-0• 14 12 10 9 8 B 6 8 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 B 5 5 5 5 5 5 5 5 14 12 10 8 8 H 8 6 12 10 65 6 4.5 3' 7 7 7 7 B5 5. 3 S 5 5 5 5 5 35 3 14 12 10 9 8 6 8 6 12 12 85 7 5.5 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - 14 12 10 9 B B e - 12 12 0.S 7 55 4 J 7 7 7 5.5 4.5 ! 5 S 5 5 4.5 3S - O VALID ONLY FOR UP TO +70, -75 PSF AS.D DESIGN PRESSURE 8•-0. 14 12 10 9 8 8 6 12 12 10517.5 B 4S JS - 7 7 7 7 7 7 7 4 5 s s' s s s 5 5 RATING & FOR SPANS PER /4 12 10 B 8 H 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 6.5 4 - - 5 5 5. 5 S 4 3 - SCHEDULE �3, SHEET 11 14 12 10 9 B a 6 - 12 11 75 6 5 75 - 7 7 7 7.6 6 45 - 5 5 5 5 5 4.S - 14 12 10 9 8 8' - 12 1.5 7.5 8 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 9'-0. 14 12 10 9 8 8 - - 12 12 85 85 55 4 3 - 7 7 7 7 7 7 8 3 S 5 5 5 5 5 5 5 14 12 10 8 B 8 - OS B 5 4_14 - 7 7 7 6 5 3S - 5 8 5 3 3 4 3 14 12 10 B 8 B - 12 10 6.5 5 4S - 7 7 7 8! 55 - 5 5 8 5 5 4 14 12 10 8 8 B - 12 0S 7 55 45 3.5 - 7 7 55 45 3S - 5 5 5 4S 35 10•-Ol 14 12 10 8 6 9 - - 12 11 8.5 8 5 35 - - 7 7 7 7 7 7 45 - 5 S 5 3 5 5 5 4S 14 12 10 8 8 8 - BS 7 45 3.5 3 7 7 7 8.6 15 - 5 5 S 5 4.5 3.5 ,4F'2- 4 12 10 B 8 a - 12 9 8 5 4 7 7 7 8 6 5 5 S 4S 6 - 14 12 10 B 8 8 - 12 BS 6 5 4 3 7 7 5 4 3 5 5 5 4 35 14 12 10 8 6 8 - - 12 10 7 5.5 4.5 3S - - 7 7 7 7 7 7 35 - 5 5 S 5 5 3 S 4 14 12 10 B 8 8 - - 6S _E 4 3.5 3 - - - 7 7 8 6 4 - - - 5 5 5 5 4 3 - - I 1 �" BLADE ONLY 14 12 10 9 8 8 - - 11 0 55 4 - - - - 7 7 7 6S 4! - - - 5 5 5 5 4! - - - I J Y 14 12 10 9 B - - - 1S 85 5.5 4.6 35 - 7 7 4.5 35 - 5 5 4.5 3S 3 12'-0-14 12 10 9 8 - - 1-7 8S 0.5 5 4 3 - - 7 7 7 7 7 5 3 - 5 5 S 5 5 5 4.5 &S 14 12 10 8 8 6 4 3 7 7 55 4.5 35 - 5 5 5 4.5 4 3 14 12 10 B 8 7.5 S 4 7. 7 6 5 5 5 S 5 4 li 12 10 8 8 8 5 4 3S - 7 0.5 45 J.5 - 5 5 45 3S 3 13•-0"14 12 10 9 H - - BS 6 4.5 S.S 3 - - 7 7 7 7 7 4S - - S 3 S S 5 5 4.5 3S 14112 10 9 8 5! 35 3 7 7 5 4 3 5 5 5 4 3 14 12 10 8 6 7 4.5 .73 - 7 7 55 45 - 5 6 5 45 4 14 12 10 B 7S 5 4 3 7 B 4 3 5 5 4 3 14'-0�14 12 10 9 - - - 8 5.5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 6 5 5 4 3 14 12 10D 5 ] 7 7 5 3:514 12 10 B ,fiS 4 7 7 5 4 5 5 5 4 141210 7 4.5 13.5 J 7 5.5 3! - S. 5 35 3 15'-0-14 12 10 - - 10 7,5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - 8 4S 3 7 7 4S 3 5 5 4.5 3.5 - 14 12 70 - - - - - 8 6 4 _ - - - - 7 7 5 - _ _ - 5 5 9 4 - 14 I2 111 - - B5 6.5 4 35 - 7 5.S SS - 5 5 35 16•-of 14 12 10 - - - - - 95 7 45 35 J - - - 7 7 7 7 8 3 - - 5 S S 5 5 4b 3S - 14 12 10 - 8 4.5 3 7 0.S 4 B b 4 SS - 14 - - - FLORIDA BUILDING..CODE(Non High Velocity Hurricane Zone ```\ P���R A T/lot, ���' ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM WEC O 1Nc. A■S■S■A■ Accordion Shutter System *:' ] H,V.BADE#1 W/OR W/0 H.V. WINDOW BADE l / American Shuffer Systems Ey.N DESCRIPTION DATE DRAWN BY: M.L fl; TILLIT TESTING & ENGINEERING COMPANY Aasoclatlon. Inc. 1 OLD 11-192 4/13/15 DATE_ 4/13/15 :• STATE OF 6353 N.W.36th.SL,Ste.303.YJiGDDA GARDENS.TIDRIOA 3316 �,• ORION Phone:(305)871-1530.Fav:(305)871-1531 4268 Westroods Drive z DRAWING No F RID `Q ��� o-mall:GlfewOaol.wm West Palm Beach, FL 33407 3 S•'•••.....•••' \ EB-0006719 15-085 P.E. S/EAC NDATE WMID^U.8 44167 5 SHEET 6 14 OF 20 1dAXIMUM AS.D. DESIGN�RESSURE RATING (R,s ) AND CORRESPONDING MAXIMUM ANCHOR SPACING ((n)SCHEDULE FOR A GIVEN M�{, SHLRTER SPAN. NEGATIVE ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUM1^'NG TYPE (SEE MOUNTINGS ON SHEETS 16&17). B U B BTF=;;ZATE SOUTHERN PINE No. 2 W MIN. G=0.55; -SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH PINE , SPRUCE PINE SPR C I / 1/2" MIN. COX 2D0W/yMSING W iS. RR NORTH FIR SOUTH DOUGLAS FIR W/MIN. G=0.50 W/ MW. G=0.43 W/ MIN. G=0.36 PLYWOOD MW. G=0.50 / W/ MIN. G=0.43 W MIN. G=0.36 MAXWUN SPAN VU 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. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O. WALL MOUNTINGS BIO.WALL MOUNTINGS W & X W & X W & X P &'Q S&V S&V S&V km®sw fixaff we 04 aft Mw amm e®EWE sa D9DI IEGOE RwK an 04 LM MW RGHE MMES OA60(pr) MIX WRE OWE KM fW all MVI MUE KWX WM W n LOS0116WME FMW 9=W SM 09X=K RE79O1i NIC(;4=OW RAM RES9.FIWNG(p)MIL 02 IBOK Ram WEG T� 30 40 60 75 190 05 30 40 60175 90 05 30 40 60 170,95 30 40 60 75 90 O5 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 60 75 90 05 30 40 60 75 90 05 -0'OR 2 10 10 9 6 8 6 6 6 6 6 6 12 10 108 6. 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-O' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10B 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 B 8 6 6 6 6 8 S 12 10 108 6 6 6 6 6 5 11, 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 12 0.5 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 5 6 6 8 .5 5 4.5 12 .10 10 9 6 3.5 68 8 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 6 6 6 5 4 .5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 EL5 758'-0' 12 10 10 7.5 4.5 3 8 6 8 S 4 3.5 12 10 f0 8 6 5 .5 3S 3 12 10 10 4 - - B 8 5 S .5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 859'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 90 9 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 B 6.5 5.5 10'-0' 12 10 7S.4 - - 6 6 5 4 3 - 12 10 6 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 5 - 121212121.59.512 12 12 10. 8.5 7.5 12 12 97 6 5 11'-0' 12 10 5.5 - - - 6 6 4.5- - - 12 10 4.5 6 5.5 3.5- - - 12 10 - - 6 .5 4 - - - 8 5 - - - 12 12 12 12 10 8.5 12 12 12 9.58 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 4S - - - 8 6 4 - - - 12 10 3.5 6 S 3S- - - 12 10 - - - 6 5 3.5-13'-0' 12 10 - - - - 6 6 - - - - 12 10 - 6 4,5 - - 12 .5 - - 6 4.5 - - - 6147 W 12 10 - - 6 5.S - - - - 12 7 .S 4.5 - - 12 7 - .5 4.15'-0' 12 - - - - - 6 - - - - - 12 - - 5 - - - - 12 - - - 516'-0' 12 - - - - - 6 - - - - - 12 - - 5 - - - 1. - - - 1 n HV BLADE OR n HV BLADE Wj @ HV WINDOW BLADE WORKING JN UNISON* •SEE ADL315 OF USE FDR ®/NE�ON SHEET 19 }NOTES ON ANCHORS REQUIREMENT'S: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING ' -SOUTHERN PINE Na 2 W/".55(N.D$) -1/4Y TAPCON ANCHORS,AS ADWUFACNRED BY I.T.W.BURDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/6-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-025(ND.S.) . 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MW.1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2012 SPEOFICARONS 4.ANCHORS SHALL BE INSIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOMCATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. `���•� %J111111101, BERTHA VTM Accordion Shutter Sy stem ...... A■S■S.A■ HV. BLADE#1 W/OR W/O KV. W MINV BLADE Q..• TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IFV.N DESCRIPTION DATE DRAWN BY: ELL NL �a167 6733 NW 36Th.SL.S1..305,NRGINIA CARMS.FLGR64 7718 Association. Inc. 1 OLD 11-192 4/13/15 DATE 4 13/15 aB. ;7C Phono:(305)871-1530.Fox:(305)871-1SJ1 4268 Westroods Drive 2 DRAWING No e-mall:BltewOaol.wm West Palm Beach, FL 33407 3 ®°008719 4 15-085 gYpTEOF :�` WALTER A TN1JT Jr.P.E S. FLOROA Lia 8 44167 s SHEET E� a 15 OF 20 y�Ai,..SS1T1N A�• .����� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR ( HV & AA HV.* BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FO INSTALLATIONS INTO WOOD e WIT14 HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4.0 TAPCON OR S D DESIGN R SSU FOR S L 0 LAE 1 & A WORKING- IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY1/4'0 TAPCON OR W/ 1 1/2'Min.PENETRATION TAPCON WRH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO :> W/1 I/2'Min. PENETRATION OF THREADED AREA 70 EXISTING 1 MR SEPARATION 1 I I I--(DOR {" EXISTING WOOD HEADER WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO GLASS SFE (SEE SCHEDULE ON SHEEP 15) j. • SDiEDULE ON SHEET SCREWS %/4'2 NGU15 E O—11 FOR ON N I I `J� 1 1'Min, a 12'O.C. EXISTING I BLADES O&Q1 , GLASS-� I I iV z N WALL "{ ---@ OR N FINISH OPTIONAL .:.1�si IL J� :.i.•. WALL I ,.i 1 EXISTING MIN. I . ` FINISH I{R1yII 1 OR 1 2'x4'W000 L I ♦ EXISTING MIN. LII ;.� HEADER REQUIRED 1 OR ® 1 2'x4'WOpDIIH1L1( s; I I HEADER REQUIRED THRE TAPCON OR TAPCON WITH ADVANCED .SEPARATION 1 I I I MinPENFETRATIONCHNOLOGY OF THREADED AREA EXISTING I MIN. TO GLASS---I TO GLASS(SEE I MIN.SEPARATION TO GLASS 1 1 EXISTING WOOD HEADER. I_SCHEDULE ON SHEET EXISTING (SEE SCHEDULE ON SHEET 15) I 11 SHEET 0 G SA (SEE SCHEDULE ON SHEET 11) 19 Z•x4'COM.SILL BLADES O& PLATE REO'D. ®HV WALL HEADER INSTALLATION OHV WALL HEAQ9R INSTALLATION O INST L LATION T I I EXISTING 1 MIN.SEPARATION TO GLASS t I MIN.SEPARATION TO CUSS I 1 LASS_ (SEE SCHEDULE ON SHEET 11) GLASS---1i MIN.SEPARATION TO GLASS t I 1 E)fIG NG /y—(SEE SCHEDULE ON SHEET 11) I o 1 IX`AN�1 I i WOOD PIACONTEI(�SCHEDULE ON SHEET 11) I LhSS—' I 1 W O'D. C]d x I ) 1/40-20x3/4'S.S. I � c.,, 1/$0-20x3/4'S.S. ' MACHINE SCREWS 1 USING 1/4'-20 NUTS T _.ti..: I `ti�?,:: �:s••�MACHINE SCREWS W/ 1 1 9 ® 12'O.C. WALL I \ i/4'-20 NUTS® 12' FINISH 1 I I h._ O.C. I .� :istili+.. DRI B oR 18 1 —@ OR 15 . .'t 1 OR WOOD PLATE _ EO REQ'D. 1'Min. 1'Min. I 1/4'0 TAPCON OR TAPCON WITH ADVANCED OR� .�" THREADFORM TECHNOLOGY W/1 1/2' „i 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO !.Z 1/4"0 TAPCN OR TAPCON WITH ADVANCED SILL PLATE DL6TING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2" 1/4'0 TAPCON OR E{4IE REQ 6. (SFE SCHEDULE ON SHEEP 15) Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCQN WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL _ (SPE SCHEDULE ON SHEEP IS) EXISTING MIN.2"x4' 1/2 MIN.CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH ' PLYWOOD REO'D. W/ 1/Y Min. PENETRATION OF 2—MOUNTING SECTIONS CAl1 BE MIN.COX PLYWOOD REQ'D. STUDS® 16.O.C.MAX. WALL FINE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN. Yx4'STUDS® 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WRH SECTION 2308 OF THE F.B.G SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMJLATONS OF U E OF ©HV WALL SILL INSTALLATION F.B.C. BADE ON SHEEP 1 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ,1((HLITLLTFIIIIIIT ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM ;� Accordion Shutter Sy stemA S H.V. BLADE#1 W/OR W/O FLV NDOW LADE A �? American Shutter Systems gM N 'DESCRIPTION DATE DRAWN BY: M.I. y TILLIT TESTING & ENGINEERING COMPANY Association. Inc. t OLD 11-192 4 13/15 DATE a/13 15 8359 N.W.36th.St.Ste.309,MRGINW GARR S. DROA 3316 Phone:(305)871-1530.Fax:(305)877-1531 4268 WOstroods Drive 2 DRAWING No e—mail.tlRee0000l.cem West Palm Beach, FL 33407 3 ��.c'•F�ORIOP �G,`V`.� EB-0008719 4 15-085 �. •• \C��. WALTER A.TILUT,Ir.P.E FLORIDA Ue.0 44167 5 SHEET L .ff1� DATE 6 16 OF 20 N INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & a HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BELEn ONLY SHALL TED 105.0A.S.D. PRESSURE RATING SHEET9 OR MA WALL FINISHHSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1)& Ilk WORKING IN UNISON V4'0 TAPCON OR 4'6"(Min.)EXISTING EDGE O 2 MIN. zCON WITH ADVANCED WOOD BEAM REDLINED. EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOODSTRUCREAL ADEQUACY ti W/1 1/2'Min.PENETRATION 1/4'0-20x3/4'S.S. OF POSTING WOOD BEAM e' OF THREADED AREA TO 1• PHIWPS TRUSS HEAD TO BE CERTIFIED 8Y f9LI511NG WOOD EXISTING WOOD HEADER.fi CREWS REGISTQLED ENGINEER OR !�f TRUSSES OR (SEE SCHEDULE ON SHEE20 NUTS ARCHITECT PRIOR TO . SHUTTER INSrAL1ATION. 1/2' 1/2' RAFTER O 24' 0.C.REQUIRED 1/4'0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED257• THREAOFORMTECHNOLOGY 3/4'Nax.TFLK.Mmf. W/ 1 i/2'Min.PENETRATION k4'x1/eGONG ALUM.TUBE OF THREADED MEA TO 5 5/4e (6063—T6 ALLOY)W/ �-0POONAL _ EXISIWG WOOD HEADER © © 16'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) 6'O.C. I - 1 Or 1 Of ) OR) Or Q Or Q I LOCATE LGSCREWSUAT MIDWIDTH OF DUSTINo WOOD EXISTING MIN 2'x4' ) I MEMBER(2`Min.NOMINAL E%ISTING HEADERq.DOPEN HOLE AT EACH HIMWIDTH)W/2'Min. GIA5' 1 MIN.SEPARATION TO GLASSPOSnNG I SND To ACCEPT PENH I/oN OF THREADED 1 (SEE SCHEDULE ON SHEET 11) - 5/16.0 LAG SCREW AREA. VALID FOR GLASS AT CENTER OF TUBE. INSTALLATIONS WITH 72ps1 MN. MAX.AS.D. DESIGN LOAD AND i. EXOSRNG 1 Eva SEPMg1MN 9'—O'MAX.SPM.THIS QS HV WALL HEADER INSTALLATION Imo'°L°r:'5D,l ci INSr L AT10N IS ONLY VALID -4ABE I saaE>�ON�T FOR WOOD W/MIN.SPECIFIC I lw to(DAW OOR®♦ 'I 11 LTH E7ADE(Dom GRAVITY OF 0.50 AS DOUGLAS S eIADLs O)al 8l I MACLR 0)EET&Q�RR A ' OR ®� OR EQUAL0 UTHERN PINE No.2. 1—SEE SHEET 4 FOR IYPIM SNUTIDF ASSEMBLY 2-MOUNT r SECTIONS avt eE UnE.RED T HV CEILING INSTALLATION IN ANY WAY To SUIT ANY INSTALLATION. U V CE G TION Hua SFFARATO1w, O OR®�� -..IIIISEPAARATIONMIN.SEPARATION N GLASS EXISTING11 FOR 9AOEOI TO GLS$SCHEDULE ON SHEET 11) GLASS II DN MEET t6 F (SEE SCHEDULE IXISfINC ) \ a�O& ON SHEET 11)111 G1ANCNOR POSnNG8ON WALL �I IgASS—�,FlNISH 1/4• HIX IBECK REQ WOOD Maz + 7 — -- WASHEERR HEAD TEK I DECK REQUIRED 2•x6'MIN.WOODSCREWS O 12'ox (NO FINISH ALLOWED) DECK REQUIRED(NO FINISH ALLDWED) 2• 1' OF E EDGE.OF DECK 19 EDGE OF DECK _ DECK IF IF APPLICABLE IF APPLICABLE APPLICABLE 1• 1/4'0-20x3/4'S.S. 1/4'0 TAPCON OR PHILLIPS TRUSS HEAD 2 T/APCON WfTH PDVANCED MI^' MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED V2•MIN. 2k4'CONT. THREADFORM TECHNOLOGY W/1/4'-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. SILL PLATE W/1 1/2' ^,PENEfRAl10N O 12'O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM Y MIN. PENETRATION OF THREADED RFA'0. TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADEDAREA TO OF TING WOO MEA TO AREA TO POSTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULEOmSHEET 15)HEADER.(SEE EXISTING WOOD HEADER. ON (SEE SCHEDULE ON SHEET 15) SEE LIM ATIONS OF USE FOR (X)HV WALK—OVER INSTALLATION QV HV 'WALL SILL INSTALLATION BLADE�14 SHEEP 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane �E�A•'T lC`"N, EAS ®2015 TERN METAL SUPPLY,INC. �: \\CENSE:✓9 BERTHA HVTM Shutter System IL EC O tN�. A■S.S.A■ Accordionm *; • .. = H.v MADE#1 w/as w/o Kv.1MNDOW 9.ADE �� *_ American Shutter Systems EV.N DESCRIPTION DATE DRAWN TTY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4 t3/15 DATE: 4/13/15 $'p F C;` a355 N.W.36th.SL.St.303.11RGM GNMEIS.FLORIDA 3316 4268 Westroads Drive 2 Phone:(305)871-•1830.Fax:(305)871-1631 DRAWING No aCSi••., .\�````O —0:1,1t.-C..I.eom West Palm Beach, FL 33407 3 15-085 NAL E��.�``" WALTER A TIWTidr.P.E. - 4 'AHII tit` FLORIDA UG.0 44167 5 SHEET P.E. SFAL�S� 06RE/DATE a 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 211'MRL WOOD 5NOS RE0'D. 214•MIN.wow 211'MIN. STUDS REQ'O' 21a'YP1. wow STUDS PI TARON(AS APRICABIE) \ill xWDW$RIDS.INTO (AS PPi1)cAeEE) NLEwS10A 41155 v /Z.FlENEIRL ON 1/2'cRE9HwooD ffNoIDS E105T. k79511Nc OIAsca050N0 G1A55 '1 / IX15TIN0 CfASS f/2•MIN.Cox 1 101 PLYWOO ' • 1@L NRL SEANNIIW 1/2'MN.Cox TO GLASS(SEE :� MN SD'NWKN TO GLASS(SFS �°i: FLYI00o. •`. �. � AKEDtxE OIL 9EII ro CLASS(SSE 1/2• N.WR -.F-TM;p,� .•sj� 10 GLASS(SEES 1�1 Ull RMR D/AOEmM10 1/is1]' 11 FIX ELIDE mND W ^ Sam=ON S@T PLYWOOD. 1 2 I E61M mFM1 ON 99Ef IT (6063-76)CONE. ,OEmE //2'FOL CO% ONSICET 19 fOl 11 FOR HALE 6 / exEs® F9A1�LE(ID�QAh z FLTwoDO. BIAS ma® FNM aALsma® all6m1A9i a1 1 2'MIN. 1I AT D7HFR 5 E EEIN 2 (OA�U�SE Y MA& - - /10a1/2'S.M.S. -—- NDIRNM Wow 016 6G /iaal/2•SYS O18 O.G _�__ (600Y1e NMDD Af E9NmOR 4 (1)1IOA/2• 01 a &114.—CONS aaN1JS To5 4 vNL 1 ORO* SEE DEU L K ro 1 OR®� sme R 1 1 OR 530E CONNECRON SEE DETAIL x FOR 1 DR® TD TRACKS�•® SEE DErAVNECI TRACKS FOR 4 - -©'O-l:.lryl�i'•®- - -L00L��.02-®-®•®• SIDE cONI=AC ����� •�-©•OO-Oe-®•®- TRACKS �.®.©. -0.0- -'L•A'®-©'®- 16 �• 0-l^J�l'y®- TO ® �•®'®•Q�-©•®- 6 7 E•7 ep.p7.�.Os.p.®. ��®-®•®-©•®- ©•©•®-06.07•®- O'O'©-O O•®- OO ®®-®®-O•®- OO•®-®®•®® O®-®®-® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL Q END CONNECTION QETAIL t1(LSIINO •REQUIRED ONLT FOR SP/N9 cPPIER TFVN 12'-0' _ �� S'Nmos W000C?q 1/s•I TAPCON ANCHORS 1/4'0 TAFR)NAM2f0 loaf/2'sols. w/1 1/Y YOL N/1 1/2•MIN. �I6 QG . �IXISIMc CLASS--\ FENEIRA110N O 12.O.C. PENETRATION O 12.O.C. NFL ro GLASS(HE SEE LIM ATIONS OF USE FOR 1/2'MIN. 'J]6011E a s1ElE7 4 4 BLADE 1A ON SHEET 19 TOO CLASS(SEE ^ 11 FRE DIAEIE mNm ON 5 11F11ORRABEMAf0 A aALaaQ� ----- ----- ---- C E SHEET 16 m 1/2 MW D -—- --- 6 OROOROOR HAM(D& c ----- ---- - - O R + M -- 4 •ue1 QoR � 4 Q.+ 6 OR®OR�OR '9 ^ .5'• J,,� ® ® VIEW Y �-�-0'O.O-®•®- •WALL FINISH 2•N•MIN.WOOD WN ®L d�- OP®OR OR 1 •®-(©�,'���"©•®- STUDS FWD. FINISH •i�a®•®v©•®. PLAN BO•©•'ll'Q.pj•®- DO'0'".0•1110- O DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone A.FT/(/'''%, ©2015 EASTERN METAL SUPPLY, INC. . BERTHA HVTM '� CEN .,•J�,I TL ECO ,Nc. A■S.S.A. IlvAeuoECrdjoozflw hKt�woSwMADE m TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems IEV.N DESCRIPTION DALE DRAWN 6T: WL 305,3610.SL,51 8]59 N.W. 0. VIRGINIAGARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-1 s2 +/13/ts DATE: 4/13/15 TATE nF 4268 Westroads Lpr�ve x Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No e-ma F4ORIDP +(r�' il:b1te..G.W.e0m West Palm Beach. FL 33407 3 ••.,, •� ; EB-0006719 4 15-085 WALTER E. OORIDAaL G 9 Uff 441667 5 SHEET P.E..."$$ARE/DATE IS OF 20 �t GENERAL LMITA ONO/LAID CONDITIONS OF LSE FOR Bim_ -7 1 �Ap� A A (D W BLADE ACCORDION SHU TER SYSTEM WORKING IN A G ®`® Y .1 T p 1 U p )UNISON WITH FIV WINDOW BLADE O/Il Y" Y Y 1.MAX A.SD.DESIGN PRESSURE RATING:+110•— 110 p.a.1. 2.MAX.SHUTTER SPAN:96' .3.ALLOWED MOUNTINGS.`A D.G&H ON SHEETS 6.7;AS WD.4 AS MOUNTINGS M.O,T,U&W ON SHEETS 16& 17. f m (}�ONLRYM�CQENTERNXTES 2� (BOiH W/®OR 2�ARE ALLOWED WRFi 21 Om®oa n LAYOUT•FSS7�MUST BS IN INMCLUUDED ONLY ATP051TJaERIORY0ACCUCESS SIDE OF UPPOSING 16 a CNTERMA • • • , • , TYP.EA END 5.(/)HV WINDOW BLADE lO SFWl.ONLY ALLOW A MAIOlAULI OF 5 OPENINGS(3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MAX 5 WINDOWS • • _ , • • • , , OF)ANY 3MIN.CO IiOI�.E FOR SHALL SHALL BE 12'. M EDGE OF.HV WINDOWBIAOE 1Q ALLOWEDAT FIV y BOR WINDOW BLADE® (C)WINDOW SLADE COMING OUT FROM STARTERS AT ENDS MAY BE FIV BLADE • • • • • , • , s • , • • (D)HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOLID FN BUDEQI THROUGHOUT SHUTTER'S WIDTH. • • , . Inv, (E)c TEs sRRALL ALWAYS l INSTALLED ADJACENT TO A Sow FN >t A BLADE 1 AT FJ E SIDE OF THELL SEE END (F)POLYMBONATE HV WINDOW®SHALL BE INSTALLED SO TW TABS FACE CONNECTION • • g , THE NIERNOR OF,THE OPEJUNG BEING PROTECTED.HV WINDOW W OUST BE DETAILS IO SHEETS ONLY INSTALLED AND LOCKED USING A FIV SETTING TOOL PRONGED BY ASSA. 10&16 TYP. la$, INC. FULL HEIGHT. R 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME GS 1 FS S BUILDINON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SFE NOTES z P P r 1 &2 ABOVE). r C �„ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE.OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY • SPAN ANO DESIGN LOAD(SEE NOTES 1 &2 ABOVE). -El Lj (( 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASN E-1998: EYP TOP do BOTTOM UIRFMENiS) W 1 aI @.(D WIND ZONE MINIMUM SEPARATL ION TO ASS D H (b� "UNITED WI 1 7HRU 3 1 ELEVATION MN SEPuavroN TO GLASS EDOSTING GLASS �^�•E ON MEET 11 FOR HADEm 4 &W �----` AND ON THIS SIM FOR BUDESQ& _------------------ ----------�f--_— _— _— _______ _______—_--____ 5 1 /; 1 �� iYP. 1 \ 4 16 ®0 P. w%z GR�s]CENTmMATEs W/O ((SEENGTE 4 ABOVE) PLAN TYPICAL In HY BLADE WORDING IN UNISON WITH HV WINDOW BLADE �1A1 SHUTTER* ���--- N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,1`µa 1111111HI1FFIA///A ©2015 EASTERN AFETAL SUPPLY.INC. ,,.,P��tA. BERT"A HVTM A S S A Accordion Shutter System _ /TIL E C 0i N c. H.V.BADE#1 Wi OR W10 KV WWII"BADE American Shutter Systems ,III DsCRIFTIoN DATE DRAWN Br: M.L. TILUT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 o�. STATE &Ess Nw.35th.5L,s1•.3w,vIRG"u GAROOR9,FLD931A a11s yo DF PnSao:(305)8 Fa•:(305)671-1531 4268 Westrdads Drive z DRAWING No ZORIDN kr r' S—mail:tDtaeo0a0.wm West Palm Beach, FL 33407 3 %,Fss� ••...• G���.��' WALTER® Urr Jr.P.E. 4 19 15-085 / FLORIDA U.. 44167 5 SHEET P.E. 6 1TUT�E/DATE N 6 9 Of 20 35'nil K INSTALLATIONS W1 (J) HV BLADE & HV CENTERMATES -12.000 Max. 0.01 C 46'1��.IXAI-653 0 E 4 T_= tU Min.0 60 rEEL - 6� .0.083 CALV -METAL STUDS AT INTO METAL STUD WALLS 1/2' 47 - - .-_--_ ® 1/4"® NOMINAL -- GENERAL TATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE at. —LIMI 12 FOR BE HILIA(1)IN BLADE ACCORDION SHUTTER 6063—T5 ALLOY (1 3/4.6 1/4•.0.035'THICK 'N:9 SYSTEM INSTALLATION TO METAL STUD WALLS a A. 0 6"CO.C.r: 1 0 AM A-653 OWE 40 Min. ­60 ,I SEPARATION M GLASS SCHEDULE 3.000 GALVANVED FASTENED TO STUDS Mak. SCREWS ON EMSFING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) INFERIOR6x1E/X2TE]( tM' R FACE I AS APPLICABLEWIND ZONE 2. MAX: SHUTTER SPAN: 84- MINIMUM T ASTM E-1996 SEPARATION LENGTH+ 1 E)aSrING GLASS MIN.SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS --�,_(S EE SCTO GHEDULASS LE) 1/4"0-203" BOLT 4. ONLY41ENTERMATE Q21 W1(B HV LOCK ARE ALLOWED 1 THRU 3 1. MUST PENETRATE 1" WITH 21 ARRANGED A SYMMETRICAL LAYOUT. e USE 0 0 (2)n35 (6" LONG, MINIMUM) MUST ALWAYS 13E 1 4 1 4' 1-1.373.-1 I 3/4'x 6 1/4'x 0.033'THICK Mn- EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1­3 ONT.GAI.Y.STEEL TRACK CHANNEL.' AS APPLICABLE .250' 050" AsrMA-653 GRADE 40 min.C-60 CENTERMATE. GALVANIZED FASTENED TO STUDS (2)i6x1/z•TEX SCREWS ON I 43c 43a T OR&EXTERIOR FACE 0 6-D.C. Ll/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FORI �A"0__ELM_CQMIJ(JI0N La 1/2 12 CENTERMATE(BAPPLICATION WITH BLADE 1j) PRODUCT'S FAR—LOK HD 3b x 1 1/2"x OTS'THICK ® 6. O.C. COMPONENTS Min.ASTM A-653 GRADE 40 Min.G-60 GALV.STEEL 1 METAL STUDS AT 16,D.C. WALL HEADER/SILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 318w. 1' (TYP.TOP&BOTTOM) VA 1 3/4'x 6 1/4*x 0.035'THICK Min. 7 EXISTING GLASS I- --------L ONT.GALV.STEEL TRACK CHANNEL. -------- --- - CE: ASTM A-W GRADE 40 Min.G-60 I. FASTENED TO STUDS AF� W 6x I 1' SYMMETRYCA IN. SEPARAMON.-,�.V. INTERIOR EXTERIOR FACE T 2 EE Ma a 4 b 4,�C CENTERMATES CENTERMATES Sc U S '::.EXTERIOR 7 T :.INTERIOR SIDE 111*,'�XTERI ACCESS SIDE,:-, ACCESSI. —6,0- IN 3 (6'Min.) IN <1 2)42 + 21 21 t 21 LOCATED AT 12 ENDS HV HEADER/SILL y 4 )--4 3 1/4"(Typ. (6"Min.) SIDE CONNECTION TO TRACK —6 1/2 (Cont.) "(TYP.) 6 1/2"MAX. SLACK BYA BYR BLADE SLACK DETAIL HVF flV-C FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 0 2015 EASTERN METAL SUPPLY, INC. '%%'N��N TIZZ e�"" ...... BERTHA HVTIM Accordion Shutter System A.S.S.A. FLV.BLADE#1 W/OR W/O RV.WINDOW BLADE 2 American Shutter Systems TEV.R, DESCRIPTION DATE DRAWN BY' M.L. T ILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 DAM 4/13/15 S--o* qTATI:n; = 60,5W5 N.W.36th.SL.Sta.305,VUWINIA CARPENS.RjDRQA 3316f Phone (3135)971-1530.Fax:(305)871-1531 4268 Westroods Drive 2 —DRAWING No e-mail;tiltewftal.corn West Palm Beach, FL 33407 3 EB-00067 9 4 — —085 Ts ....... WALTER A.TILLIT J,RE 15 p FLORIDA Lie,0 44167 5 SHEET 6 20 OF 20