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HomeMy WebLinkAboutProduct Approval (5) Florida Building Code Online Page 1 of 3 ss E 4 E E F � � l+ F'WdaC�partinentq BCIS Home 3 Log In I User Registration i Hot Topics : Submit Surcharge i Stats&Facts I Publications ' FBC Staff B:usines ( Product Approval Professi M i USER: Public User .Regulation Product Approval Menu > Product or Application Search > Application List >Application Detail FL# FI-380-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 10 Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Ai Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institi Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Vj Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ Referenced Standard and Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 h- ps://www.floridabuiIding.org/pr/pr_app_dt1.aspx?param=wGE... 7/10/2015 . Florida Building Code Online Page 2 of 3 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- Blade 3 Extruded aluminum interlocking bl� - (Non-HVHZ) - Drwg 15-086 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRW( Approved for use outside HVHZ: Yes Verified By: American Test Lab of Impact Resistant: Yes Created by Independent Third Par 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.F positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Par HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 > Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking bk Only- (Non-HVHZ)- Drwg 15-085 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRW( Approved for use outside HVHZ: Yes Verified By: American Test Lab of Impact Resistant: Yes Created by Independent Third Par Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0"for 30 p.s.f FL389 R8 AE A.S.S.A. INC. P.E.F negative ASD load depending on centermates and locking rod Created by Independent Third Par 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-COMBO- Extruded aluminum interlocking blz (Non-HVHZ)- Drwg 15-084 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRW( Approved for use outside HVHZ: Yes Verified By: American Test Lab of Impact Resistant: Yes Created by Independent Third Par. Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for FL389 R8 AE A.S.S.A. INC. P.E.F Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Created by Independent Third Par and 28 respectively https://www.floridabuilding.org/pr/pi_app_dtI.aspx?param=wGE... 7/10/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENTED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SEAM.NOT BE INSTALLED AT HIGH VELOCIT`r HURRICANE ZONES. p �• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER TABLE 1 LE O CONTENTS BE INSTALLED WITH A DIRECTIOW4RY FACTOR Kd=0.85,USING ASCE 7-10 AND SWILL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: HV BLADES 1n ILD Q� BY MULTIPLYING THEM TTY 0.6 IN ORDERTO COMPARE THESE W/MAX (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33.4 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THOR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED EDR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTH H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND TARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1509.1.2 OF THE ABOVE MENTIONED COOE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 80214.01-03,;0715.01-03,/1004.01-05,$1214.01-05,80317.02-06,10609.01-10 AND 8021D.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 ISP AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&81220.07-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE®80505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 8 0725.01-BB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 (NSTA[U710N DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADES AND EIV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHUT 19 INSTALLATION DETAJLS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.7.9'AND 814x1.75'RESPECTIVELY, 410-NT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ki YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. FINS SHALL BE COATED WITH BERTHA FIV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENIERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARIONG ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL 13E ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Iter AND 35.7 kai FOR END CONNECTION DETAILS 1-6,CONCRETE;/BLOCK SHEE=T 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WTH 50 IMT MIN.YIELD STRENGTH AND 90 IED 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 ASM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 fat MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS FIV BLADE D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 8.THIS BERTHA H.V_ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 861 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN NC. METAL SUPPLY,I AREA 3: HV WINDOW BLADE A ONLY 9.R SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS COMPACT WITH THE BUILDING To PREVENT WIND/WIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10 CEACH UNIT MUST BEAR AND ENGAGE RM LOCK ALL LN A VISI L E PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL HV AND H0 AREA 4• FN WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATON AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS.METAL SMD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABE'LINC TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BURRING CODE 12.BERTHA KV ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED W THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS ADPL®TO. •13.(a)THIS P.E.D.PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L.WHERE THE SITE CONDITIONS DEIMTE FROM THE P.E . (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SE ECTON,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS.PRODUCT,BASED ON THIS P.ED.,'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 INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTEIRED 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 MS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 11111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione CER A, / ii@ 2015 EASTERN METAL SUPPLY, INC. "icE ' `u°y BERTHA HVTM 1 L E C O I N 1:. A■S.S.A. KV Accordion Shutter System RXE#t W/OR W/O INV.WINDW MADE :•LI; �j�J AmeT1�T1 Shutter Systems DESCRIPTION DATE DRAWN EY: M.L. •�; TE * TILER TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE' 4/13/15 �O�.• F OF ..•: 6357 NW.36M.St..Sta 305.VIRC,IMA GWDTNS.FLOAM STI y - PNAne:(3a5)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No �467 9 �RP5i••„ •'�Q.`�� (e dl:blte.dlFeW.- West Palm Beach, FL 33407 3 '', /OVAL ENG�r\`` WALTER ADTDLLIT J,P.E 4 15-085 P.E. SAEACNWTURE/DATE FLORHaA U.144167 S SHEET 6. 1 OF 20 3. FOR Y0m0V,LADE© B VARIES •9/ 1.491' m• 7y4 0 �e �78. o Max. `,� 1.200' �' oT 0.4x• $ .09 PES m 4.857' 1 HV SOLID BLADE 375 a �� O5 HY 90'j180' STARTER - HV UNIVERSAL FLOATER COVERED UNDER US PATENT QUALIFIED WR USE w/ 5458179 QUALIFIOED FOR USE W/ HV BLADED ®HV DIRECT MOUNT HV BLADE 1� HV WINDOW BLADE'S 6005-T5 ALLOY AND TEMPER QUALIFIED,FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19BLADE(1 •�• o 6063-T6 ALLOY AND TEMPER 3.226" 1.500' 6063-T6 ALLOY AND TEMPER •124• _ _ a 0&5 ?e 670' 2.670' 3.556' cnpj - .994• 67 1.000' m 670' TZ?26* , 072 ho84'24.897- 815• 092• N0072• HV ADJ, ADAPTER WAIP4'4x'• 12�a3.226QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ, FLOOR TRACKBLADEID QUALIFIED FOR U E W/ HV 0HV TRENCH TRACK 3.750 6063-T6 ALLOY AND TEMPER BLADE 7 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY D TEMPER BLADE QONLY. HV RAINGUARD BLADE !) 6063-TES ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-TES ALLOY AND TEMPER r' VARIES 1336• BLADE "! 1' 1.915' o VARIES 1.938• 6063-T6 ALLOY A% TEMPER ax • 1.917' . b M. 0 083' 083 m .08.1' c .083' .093• o m .100• .093• n .12 cam- + 870 .093' .093' n _060• .060• , qq♦4 14 A60' %q. 670 1.686• 0. 870 3.529•• ? 3.520' 215 3. Q LIFIED FOR USE W/ HV BLADE(�ONLY, 0" 670 q. 11 HV CEILING HEADER 1® HV HEADERISILL 13 HD CEILING HEADER/SILL 1 QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-TS ALLOY AND TEMPER QUALIFIED FOR USE w/ HV BLADES - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY_ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-TES ALLOY AND TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER x r COMPONENT A S T1 T2 % Y I t MN%MN Y AV1 t 2' 2' 0.125" 2' 5•MAX. 1/8' 1/8' 3' 3' 0.090' 18 2' 5' • ' MAX. 0.192 0.192 ib SIDE ANGLES ® CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s 2.5" 7"MAX. 0.190 0.190" QUALIFIED FOR USE W/ HV BLADE( "OUALIFlED FO BLADE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2" 5'MAX. 0.139• 0.131' 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `A7,11 IFI/AY ®2015 EASTERN METAL SUPPLY,INC. A: ...... �9 BERTHA HVTM P ENSF -- A S S A Accordion Shutter System FTL 1 G C O 1 N c. ■ ■ ■ ■ KV.BLADE#1 W/OR W/O H.V.WIPOOW BADE ,K_ American Shutter Systems qEV.W DESCRIPTION DATE DRAWN BY. M.L. TILLIT TESTING & ENGINEERING COMPANY • STATE OF . ` 63.0 NP.36t),SL.St.305,VMGM GARDENS.FLORID,331 Association, Inc. , OLD 11-192 4/13/15 DATE 4/10/15 Phone:(=)671-1530.r.:(305)871-1531 4226868 WeV/estroads Drive 2 DRAWING No F[ 0 •.•'Z .-mai:tit-Ca.Laam West Palm Beach. FL 33407 3 ...... oat t-\G`.� ®-OD06719 X15-085 �7i FSS' •4\A�� WALTER A MUR Jr.P.E 4 � / NAS ��`� FLORIDA Ua.#44167 5 SHEET P.E. S� F�&GtV1'I`�RE/DATE 6 2 OF 20 4.660" -929' 1/4-20 G6f 4.578' 4' 93' THREADED a. aNb ENAMEL 2.293' 745" SSY EOPNND1/I'.4RpF'A-D2E0D DE CAST(2 ITP.) NOUSN ENAMEL-7 SBAKED PNNfFD .062' 1a n 1.32 6'4 .318 {' BRASS CY DER BRASS CYLINDER &KErS(oDmxE (Cti+rrouE Putm) ZR4) - p n" + r• PLATED) 21 HV CENTERMATE 2) s. o, %'I ° 329 HV LOCK ® HV EGRESS LOCK QUAUFlED FOR USE W/ HV BLADE 1Q&6ONLY ��/ HV FLOATING C o 3.023' .975' QUAUF1ED FOR USE W/ HV QUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUAI(FIED FOR USE W/ HV BLADE 1 & A ONLY �• BLADE Q& ®ONLY- BLADE(D& ONLY. 6063-T6 ALLOY AND TEMPER fLJ1HVC ER CE T Q AUFIED FOR USE W/ HV BLADEQ)ONLY 50"C.D. ta' ta' 2874' 60637T6 ALLOY AND TEMPER PIA500 HEAD 1.756' .922' 4045 2' MOLDED SCREDW J_: 2.079- 1.753' 1 o Obq i. , B25" .360'AFTER RIVETING •� -OB o '^ 1/4"p--20 x 3/4" BEFORE RNEIING S.S. THUMBSCREW 1/4"0-20 RIVNUT* l J *SMES 9404 ALUMINUM(2024-T3 ALLOT)LARGE FLANGE THIN 9NEEF NUISERT.PART/0820.AS MANUFACTURED NT AVDE1 X74 " FRONT�AMON HV MALE "T" LOCK CENTERMATE m 4.566- CHIDURY lE7(fOV PALT ER NEW JERSEY 07054 OR EpUAL © LOCKER FOR 'T' LOCK CENTERMATE QUALIFIFD FOR USE W/ W BLADEQONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLADE(1�ONLY QUALIFIED FOR USE QUAU 6EIADFE&USE W1 HV QUALIFIED FOR USE W/ FIV BLADE 1Q ONLY 6063-T6 ALLOY AND TEMPEIr W/HV BLADE ONLY. ONLY. 6063-T6 ALLOY AND TEMPER 1.817' 7.917 � 5.161 mm 432 D THUMMUWd • 4 1 CYLINDER OR • .063 .DG2' • KEY CYLINDER .214' .214' .Si m o � ' n '.�''.io .125'MRA. 3O D C TERM O LO K G OD ® HD CENTERMATE W/ WCKI G RO '" .4D m oo° o QUALIFIED FOR USE W/ HV BLADE 1 & fA QUAURED FOR USE W/ HV BLADE 1 & lA HD CENTERMATE'S INSERT '804 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADED&Q - 1/4"m-zD ss oR s/e-o-16 1.130' 6063-T6 ALLOY AND TEMPER - �THOBWRN I ADEIAL T�BS[REWs. t1/2- DER DO OR KEY --— - — ' 315 1.57 Min• C/LINbER - � - * 1.78'Mu.® LOCKING ROD' HD LOCK 5'0 QUALIFIED FOR USE W/ HV BLADE10 "0-16 ACETAL �/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPERACETAL FOR USE W INSTALLATION WILL REQUIRE A 7/16' HOLD= THUMBSCREWS RIES S.S. THUMBSCREWS QUAED FOR USE W/ HV BLADEQ& Q DR/ 1Q LIFl DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFlED F ft1 1 rE V BLADE U1 / HV BLADE FLORIDA BUILDING CODE(Non hiytT Velocity hurricane Zone \\ ,, m 2015 EASTERN METAL SUPPLY,INC. ..... BERTHA HVTM L E C O N-- A■S■S■A. Accordion Shutter System Hv RADE#1 w/CR w/o Hv.WINDOW RADE IrT American Shutter Systems i0f.N DESCRIPTION DATE DROM BY. ALL TILUT TESTING & ENGINEERING COMPANY • i'C•'• S A �� G=N.W.36th.SL.Sta 3W,VRGWIA GARDENS.nDR6\3316 ASSOCIatIOn, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fm.:(3055)871-15314268 Westroads Drive 2 DRAWING No •••.....••'CL\ e-mail:6ltecooeol.com West Palm Beach, FL 33407 s ssiu �\�\\\` ED-00'6779 4 15-085 �t11t1111H11\14 WALTER A TILL1r JF.P.E. SHEET P.E. SEAL/SIGNATURE/DATE Le 4atcr D 6 U3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 9 41 3/L1.0 12"TO I B. P� 4 3 ^gszs 0 HV BLADE 1 I ! E 1A� .1875"n II , ® ! ' HV WINDOW BLADE .0625• S.EC00N Y_Y 0625 .0025 HV BLADE lA � • ® 1 HV LONG RECESSED NYLON BUSHING s I n KNUCKLEE's D OPENIN 0625 1875' Y ® 39 a 3 I ( ) u v o.oszs• CLEAR HV SHORT RECESSED NYLON BUSHING 2 Rt.750� HV NYLON HAT WASHER O OR ® y -FLAT PORnoN M // 3�• ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I - 4 I• 4 ; n ///02.75/ X 0.870"s3/16"THICK NYLON WHEEL 3 I I 3 `'� 2 7/8'MR HY WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 1315-0 SEPARATION �CN .0621-10625.3 3.7500' ® LADE HV 1 3/4' ACCORDION PIN W/ J8 HEAD * EXTERIOR OPEN614GS Of C 3/4• s.Ecnay r-r I� 7� .7500 ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 f47 ' -y4 I• z t/4' Ma �"n0N ® POLYCARBONATE IMPACT RESISTANT FIV WINDOW ` I 1 BETWEEN TYPICAL. HV WINDOW BLADE AND I I IS39POLYCARBONATE HV WINDOW DETAIL TOR ® 4 or 3 N.T.S. (SEENOTE FORkEOUIREIIENTS) OR ® I ! *POLYCARBONATE IMPACT RESISTANT FIV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 16RESINS, UV-STABILIZED GRADE OR SABIC * BLADEKNUCKLE I Y I iT0 BILADE B N.CLEA ME INNOVATIVE PLASTIC LEXAN 103 RESIN PIN REQUIREMENTS AT EXTERIORIM f i FOR g. i l i i i (SEE NOTE "F" ON SHEET 19). HV(TQ OR ® 1 o � I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXIERIOR ® �5) BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR EXTERIOR TYPICAL POLYCARBONATE SOURCES FOR HV® BLADE. TYPICAL SHUTTER ASSEMBLY APPLICABLE RMAT N.T.S. HV PIN ® Trf7rK�� (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT ®ERXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D 00.324' B ADE'S HNSCXLE. "N � �y W92 0.047 rope' aoa m/F BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. (SEE NOTE FOR 3 REQUIREMENTS) ' •�S'1T- � I I TEN9lE�,E1D slfancnl Asfu 0Am 9.4m P..i 9soo wJ. REXURAL STRRICIN AT YnD ASN 0790 12,510 P. 13.100 P+ (3) HV PIN ®OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 ! E1EkURALLt000LV5 AmvO 3w.aD mP_,L su,000P.,i SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. e� 9ti I seecc SHEET OO ROiGTffD¢w ASDL 925s Ie R-row n Fr-m! WHEEL CARRIAGE DETAIL sMoa MTN OzaIT +72 x a.s:1Nx N.T.S. ASSEMBLY LAYOUT RATE o'BURNpx ASTM Dass O-I 1TAs8 O-I CLAMN.T.S. Sur IGNMON A=.DIM 1010 T 980'F ASTM 0177 TE75RE SRMM AflETt ASN 818 9702 p sL 8810 P.wL MHV BLADE SOLID & HV WINDOW BLADE DETAILS Talmu IRESS BEiO E xFATNFFRO ASM 618 M1 Pai am p..7. N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. ��\`•``�ZER A. T/�//',�' BERTHA H VTN A S S A Accordion Shutter System L ECO Nc. H.V.BLADE#1 W/OR W/O ITV.WINDOW RACE American Shutter Systems DESORIPnON DATE DRAWN BY. M.L. * TIWT TESTING & ENGINEERING COMPANY 4/u/Ls 4/1 J1A7E OF � 63ss N.x.36m.St.sro.sm.vmc9aA camExs.ELORDA 3316 Association. Inc. 1 OLD 11-182 F'..QRIDA . '��.�.`� Plcna:(307)871-1570.Fax:(305)871-173I 4268 Westroads Drive 2 DRA11 3/15 WING ND e-mai:StemOapl.c0m West Palm Beach, FL. 33407 s �.�sZ ...;'Et;G` ����`` WN TER 0.0006719 TILLIT P.C. 4 15-085 P.E. g�y6101�1A�URE/DATE FLORIDA u�.g�4I67 5 SHEET 6 40F 20 �•®m �(®,(��°'a�1 @('� *NOTES ON HV LOCKS AND CENTERMATES: A B C 0 ®•',LY�`3,'' @ _� u Y s r u ®�01®•�°i® 1 MANIMMEY CONDITION i1:ONE HV LOCK®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TD 105',AND FOR INST TIONS ANY ELEVATION. W LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T0(1 OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FIV 16�,® LOG OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CQi1ETRMAlTS OR®SHALL BE AS INDICATED ON NOTE(1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �e Hve 3 H - VII42 IS USED 5 ARE NOT REQUIRED AT HURRICANE POSDION, BUT MAY ° 4 i 5 g6.ROO OR i4� °A® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSnTON). 4.MANDATORY CONOMON V2.ONE HV LOCK® 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN A AND INSTALLATIONS AT ANY I ATTON.HY LOCK�or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED To CORNER CFNTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Hx xve AT TOP& BO OM 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. ND9 S.EjW ALTERNATE ID MANDATDRY f I VALID ONLY FOR-HV LOCK a Y(/SYMMETRICN �-. •ONE P1TT32NAlE FIV LOCK MAY BE USED IN LIEU OF HV LOCK q9 or FOR ANY SPAN.AND O '=o AMS '.V ® TIONS AT ANY ElEVATiON.AL NATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT a3� � OF 1%4'0-2Ox3/4-S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. 1 N !via H -HVD � i RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t F/ LOCKS AT 1/3 OF SHUTTER SPAN. I� ® 6. MANDATORY CONDITION;a FOR KEYSTONE MOUNTING mSrAu.AnoNS ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 95',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END M.SLOCATION OF LOCK 94ALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR(6 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON MFE H j J K L Y P 11 SHEETS 10& I 18 TYP.HEIGHT. FULL I *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 SMOND ALTERNATE TO MANDATORY CONDITION/1 VALID ONLY FOR HV'T'LOCK CENIERMATES 0 AND -W6"RIT0 CENTERMATE Q� ONE ALTERNATE HV'f"LOCK S�MAY BE INSTALLED IN LIEU OF FIV LOCKS®OR®FOR ANY SPAN AND ©ayf1��1•�oR BOaR 1 p• � INSTAL1Al10N AT ANY ELEVATION.ALTE(iNATE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG• SHEET 9•WHICH MUST BE CONNECTED TO CENTERMATES®AND®W/ 1%4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' O.O•© O.O ®� WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4 Ox 5/8'RNNUr.L CK MAY BE INSTALLED AT MIDSPAN OR 12' 6 oR 6 7 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. * MZJLBE LOCKS & CENT R TES: 1• : ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF TYPICALn HV BLADE SHUTTER ELEVATION HV LOCKS OR W FOR ANY SPAN AVID INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3/8 x 3/8'F.H. SS.MS,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-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 OPTIONAL FLOR DA BUILDING CODE( on High Velocity Hurricane one \`� ��SCp+P,T, CIl'�i�i 0 2015 EASTERN METAL SUPPLY,INC. �,P: BERTHA HVTM �\���.� ASSA 1 L E"' C O ,N I:. I. H.V.Accordion #t W/OR W/O KV 14NNWSystem American Shutter Systems DESCRBmoN DATE DRAWN Br: ML TTLLR TESTING . ENGINEERING COMPANY 'a= STATE OF Association, Inc. 1 OLD n-t s2 ah3/Is DA,E 4/13/15 �9•, :�� s35s N.w.un.St,71 305,v.F- r> S)8 wRma a71 4268 Westroads Drive z -p—{ � Phona_(305)871-1530.Pmt:(3a5)e)1-1577 DRAWING No —W: r0000l.°°m West Palm Beach, FL 33407 3 \ 15-085 '�ass/ONALEGo` wxtEES-000671 iR1TJr.P. P.E. SEAt�ftt RI RE/DATE FLORIDA D.If 44167 6 SHEET 5 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED POURED ETE -(SEE,SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONREQCREO SHEET 13 REQUIRED 1%4'9-20x3/4'S.S. CONCRETE ANCHORS MACHINE SCREWS REQUIRED - FDR (SEE SCHEDULE ON W/ CONCRETE ANCHORS ) 1©18 YStlxllt(SEE UOUNRNG®ON SH137 7) SHEET 13) NUTS A 12"O.C. (SEE SCHEDULE ON SHEEP 13 , 1' Mln. 1/4Y-20x3/4'S.S. Min. 2 OR(q _ EO EO M4CHINE SCREWS _ O USING 1/4"-20 NUTS 1 - - 19 Y r a 12'O.C. / -N—� —O3 °" 15 13 ° O E D.s /2 .250'Max. -- -- D ___ � I I .250"Max. D. I Max. i ED HUT �i .0.• i i OPTIONAL ii 1 I�PTO CIASS(SEE RDNPL F"t1EON SHEET RR 1 OR ®� E%SRNG MIN.SEPPFAiION TO GLASS 1 DIISTNC ON 3.19 FCR I t I I ) GLASS (SEE SCHEDULE ON SHEET 11) 11/[X"5 m4:� MIN.SEPARATION TO GLASS GItiSS—+ I"(SEE SCHEDULE ON SHEET 11) IXISTING I I (A; HV WALL HEADER INSTALLATION G ©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTONE IXISTING I MIN.SEPARATION TO GLASS I`—(SEE SCHEDULE ON SHEET It)— 1 7G I i I MK SETVfJM1 OR ®• i MIN.SFPA4Al70N 1T)GLASS 1 I I l(J D OSTIINNSC� L 1� HE� UWI� I LL1�U� ~(SEE SCHEDULE ON SHEET 11) CN SHEET 19 FOR9.V1E9m4:� mp IXISNNC I Ew, OPRONALiii i ��1/4"Max. 15E 0.4' ii IID� ii I I 19 Ea E1 -- 13 oR 1t2 oR® _-- 1/40-20x3/4'S.S.E PHILLIPS TRUSS HEAD 1/4'9-20x3/4"SS.PHIWPS MACHINE SCREWS USINGCONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRLRE ANCHORS L&"ANCH 18 1" 1/4"-20 NUTS O 12"O.G (SEE SCHEDULE ONW/ 1/4'-20 NUTS® 12'O.C.(SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE CR CONCRETE BLOCK OR CONCRETE BLOCK ORS REQUIRED WALL REQUIRED Op HV WALL SILL INSTALLATION (SEE SCHEDULE ON O HV WALL SIL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.INSTALLATION NOTE FOR COMBINATION OF SECTIONS INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E. D.-EDGE DISTANCE � `, ASSEMBLY ♦SEE LIMRAONNS OF USE FDR 0 H• B LA D E 2-MOUNTING SECTIONS CAN BF.COMfiNFD (SEE SPECffICAT10NS ON SHEET 13) BLADE 1A ON SHEET 19 IN ANY WAY TO SUR ANY INSTAl1ATI0N. 1111t111Tt, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone f_-• B 2015 EASTERN METAL SUPPLY, INC. \\GEIV :��-,, BERTHA HVTM { _ IL ECO ,N,. A.S.S.A. ��Acord�o�n ohnft�e sRADE teno American ShU#er Systems W.V.NO DESG3P NON DATE DPAWN er: M.L_ ING N TIWT TESTING k ENGINEERING COMPANY 9. SAT OF :��` Association. Inc. t OLD 11-192 4/13/15 DATE. 4/13/15 pl_ 8333 N.M.3'o N.5L.Sh.=,VIX477L1 GOROFNS,ELNiDA S71 Ph—:(303)971-1530.Fea:(305)371-1571 4268 Westroads Drive 2 DRAWING No Fs'S' G�� � `tea®tilt-a lam West Palm Beach, FL 33407 s lip,/ONAL ESA\�`` WALTER A TILUT Jr.P.E. 4 15-085 rpIIN Ulna FLORIDA UC.B 44107 5 SHEET P.E. SEALJ9«NATURE/DATE 6 6 OF 20 CONCRETE ANCHORS POURED I gPAanat OR ♦ ' NPL SEFu4moH 1 I tet+ I 1 ® --01 m a,L•s CONCRETE (SEE SCHEDULE ON SHEET 13) I.10 aAs(SEE 1 IXISRNC I I- sceEneeE ON' REQUIRED EDGE�. 11 , GLASS—i ' i 5217 1t) y I ON 9EFT 19 FOR �l9�alts ' 1 D. AP�CABIE EXISTING i RAEso&Q GLASS ALTERNATE i i i i l i i i EXISTING 'y _ ANCHOR GLAS ---"' N LOCATION 1 i ' I 1 $10x3/4'HEX WASHER HEAD 11 at 3 OR 5 I 3/B NM '1 TEK SCREWS® 12'O.C. i EDGE OF i 3/9 MM. $ CONCRETE ANCHORS � (SEE SCHEDULE ON SHEET 13) E APPLICABLE iiLIM ' EDGE OF i EXISTING ' ', III BLAB IF GLASS—ti I I LE.IF 1 /'I X1/2 1 EDGEOFOF APPLICABLE 0. utt�6PRIW APPUCAt3LE .0. 0. SLAB If POURED POURED FIAT HEAD CONCRErE ANCHORS ' m a�ISTE CONCRETE 'D' CONCRETE (SEE SCHEDULE ON SHEET 14) -{ , Eg ® + POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REOURED ON si ff 19 Tal 1 OR ® CONCRETE NvasOnQ REWIRED D. D.. (SEE SCHEDULE ON SHEET 14) 11 ,TRENCH INSTALLATION Q.-DONLY FOR UP TO+70,-75 PSF A.S.D. HV FLOOR INSTALLATION t 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE TI1 G& FOR SPANS PER SHEETSCHEDULE #3, C,C HV CEILING INSTALLATION I CONCRETE ANCHORS I'D M sarcau i— 'oHREADFOM O SHEEP 1H5E�ULE ON t/tG A T �st¢r_T t0 I 1 I SO V) I ' I N I FXLMNG lEaaNCla4Y ai 1/4'0 PrnRRs i IXISTTNG—j GUS IXISRNG GIABS �'t"A1°t ro B—�I I FAsmo;s TA''PER+NcHm N/ GLASS—i -I(—saaalaE on saLTT n1 —1Q Iw.>FnriumoN ro 1 3/4'W EUBMWEKT 0 6' I I ' --I`SIE SCHEDULE aH t 0 t ac,FOR UP TO V-W SPAN AND 1 1 i 0 i i I I i I 4'O.C.FOR VANS LARGER THAN I.e i 1 I TO 8'-0'ENX PPPLY 1/4' 1 STNANT AT EVER(FABIDNEA FEM I I I I I I i MAX. (T1PJ(SEE HOLE FO ON ITIX7 S IMAX. TT 8 I D• I i 10x3/4'HIX E s Pat llMia110ts ;5/8• i t 3 15 j l I L WASHER HEAD Wt4L SEUANi t r "' I wra 11 Tfl(SCREWS a 72'O.C. 8 #14x3/4• HEX RCAD ' 1 8' iJ- 1 8' ,I I TEK SCREWS®9'O.C. �'' :`�,'.•.�` t/4'4`2,nu/4'ss els 3 CONCRETE ANCHORS -- 6 7 J/ $14x3/4'S.D.S. OR 1/4'0-20 S.s M.B. i ^ .O ®9'O.C. -- - Mai. W/NUT 0 9'O.C. i (SEE SCHEDULE ON 1 _ 1 ,•�•• '} EXISIINc NON 51RucnRlA1. I SHEET 14) `..•.: .00 LIN- RATE _ 17 18 1/2' 1' 17 R 1 8 •' •1...• •OED.IN.{� wu mM([FCO EDGE OF I) I SLAB IF 14x3/4'F.H.5.0.5. a t,:AIIN:':_ POURED rpNCRE1E ®9'O.C. 1 7 8' 1 7/e PPPUCABLE WNCRETE ANCHORS SEE NOTE 13(6) fE NOTE 13(b) _ �ouwm D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 p OR CONCRETE BLOCK SHEET 14) POURED CONCRETE— ON SHEET 1 + '•'`• •' ' REQUIRED OR CONCRETE BLOCK REWIRED KEYSTONE MOUNTING INSTALLATION I n"NAI c NCREm U HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MA%DNUM ASD.DESIGN PFMSUM:+64,-72 P,r REQUIRED MNDMUM SHUTTER SPAN 8'-0' 01 HV RAINGUARD INST ELATION t NOTE FOR COMBINATION OF SECTIONS: i1 THIS IN� WTI N H ALL RNEO E. D.=EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE UMRAYIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 EINSTALLATION DETAILS W/ 0) HV BLADE 2- M UN MWMOUNTINGG SECTIONS BE COMBINED ANY m wnY TOsOrr ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane one �����`•��(,.�p:....CIT�Au'� O 2015 EASTERN METAL SUPPLY, INC. �\cENSF' ��' BERTHA HVTM 1L E C O �N�. A■S■S■A■ Accordion Shutter System KV. MADE J1 W/OR W/0 KY WIwOW MADE TI TESTING & ENGINEERING COMPANY American Shutter Systems Ev_ DEsvaFpaK DATE DRAWN Br: u.L o' STATE OF ,�= raSJ Kn.'M fit,fits. IIGMN G1fiDENS.FLORmA JJ,e Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)e71-1530.F.:(305)877-1531 4268 Westroods Drive z DRAWING No F •• R \'� e m 1 Glteco0ool.wm West Palm Beach, FL 33407 3 �AFSS/ONA1 \` WALTER 0.67711 P.E 4 15-085 P.E. SNLfSI�NA�GE/DATE nOF10"u`.9 44167 6 SHEET OF 20 SEE END WALL SEE NOTES CN LOCKING RODS H.V CO ANO ALTERNATE LOCK®0®sNEEr LOCKS Q or OUT 90 IN EXISTING GLASS INSTALLATIONS W/ HV �K*�E SLACK DETAIL HW IS VAUO FOR ALL BLADE W H V CENTERMATES CENTER APPLICATIONYlIR1 SIAOEQI Q R SEE END WALL CONNECTION ------- _ EXISTING GLASS ® 0 © ® 212'a1/8'x0'-2` 8 + 8w 9+ w+l 5 3 1/4• 7' 6 1/2` 7• (sos3-rD ALLOY)ALUM. OPPOSING j SYMMETR.YCAL ANGLE W/(2) 1/4.0 TMCON ' 1/2• �®' ANCHORS ro cancRElE I CENTERMATES I CENTERMATES MIN. SEPARATION (TOP/50TTCM)h i JIOa3/4•S.N.S.0 12• (4)010x1/2•SMS.To TU- o.C.FULL IEncHr. W/ HV LOCK o or o i W HV LOC or To SCHEDULE class AT EACH ANGLE (TYP) I * ON SHEET 71) IN i 3 i * 1 1 1 90 i a + 2• � L 7t ©«®DR©•��.®�,o-®°^ 2 OUT * ,o•®°�®+®m©+©� HVA HVB ©���©+om@ ,o+�« HVC POURED CONCRETE OR 0+®�©+©�©+®IXe EXISTING GLASS CONCED RETE BLOCK WALL ————————————— —- .. I/ - LsnNc SYMMETRICAL * +O+©"'�+O`®" MIN.SEPARATION class 8 ,®a©9+O3 ax 19+®5 �EXISTIN CENTERMATES IN ©<®"®•®�®+�°" TO GLASS r`1 _.J GLASS 1 , - (�� (SEE SC14EDULE —�— — ®�®-- * $, WI HV�OCK IL�OI (INTERIOR) ®'®-O+©- +@ ON SHEET II) MIN.SEPARATION ®+® _ TO GLASS OR (SEE SCHEDULE N cFnoNAI.ON SHEET 11) (INTERIOR) ------ _---_ OUT ONCRE0 L ANCHORS 1 16`o.c. -- ----- --- - * 5 Q * VARIES * a® OUT 6 1/2'MAX SLACK OUT * ( I°R) HVE Hill HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone • `11p111111Ili llllgA ©2015 EISTLRN METAL.SUPPLY.INC. � BERTHA HVTM Q ' EN _ C O A■S■S■A■ KV Accordion Shutt11LIEer System i N RADE#, W/CR W/o KV. WNWW RACE ( �'T *= TIWT TESTING & ENGINEERING COMPANY American Shutter Systems �� DEsaaar,oN GATE DRAWN BY. N.L. STATE OF a a µW'Jou'` sed sos vnmw GWDM R MA 3316 ASSOCiOtiOnx Inc. , OLD 11-192 +/13/15 DATE /13/15 4268 Westroads Drive 2 Ph—: 305)871-153°.F.:(305)871-1531 DRAWIN4G No F�OR�pP :��`�� a- ij:Ualto..G. d— West Palm Beach, FL 33407 3 15-085 ,A�,, f ��i E%' DATEFLORIDA LI,f 44167 56 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" L CKS CENTERMA ES g8j 9 tSc LOCKERS W In HV BLADE SEE ENO CONNECnON pm!Ls am SHEETS 10 x 18 INSTALLATION n HV BLADE OUT IN ��°�"�"'�' 0--CE DETAIL WF.NRrAMD ON SH2Ta. HD CENTERMATES if As xFa.L As unNvax Flnannc evneH�DErAtL HW-MD. ®mom©'Om 9�"•``S'.®a wDIG1FDoN iNIS SHEEP.WY BE USED WH THS lUEldU w6TMBATI Dena-MG SHOWN IN 7HIS 91EEf. SU END WALL RETAILS ON SHEETS 10 t�B I ©'0'0'©-0.0' 35 ArAxi�zxl�t�c�T.a qui I e/�" ��® (oP1puN.) 4* (oPnorw} (IW/9DND11D�R L___________________—___—____—_—______--_---_—__ _______ (a)/1OA/Y SDs To wm i 7EOu/P sus o t2' —T-- -- ___ AT vat Nn c_(11P) o.c Ftx>_tD+atT, s I N (a)N.v. FIN (a)14 SD3 5 3 (30 LOCK T(INSIDE) 1 Pws(TVP.) a >>/a. Plus ) a tTo WSS w SCHE." 1 — — --------- — — --- — ----- ® 1 28 29 1 1 1 5 YAP5 OUT 31 oR 2 3 31 DR©2 31 OR 2 35 31 oR®2 21/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (DanowW *SEE NOTE 6 FOR HV LOCK®. W/ 7/8"0 x 3/32" WINGNUT. (aPmoo HDR—HYB OUT HDC-HYC r LOCK,ON sxElr41s. * SYMMETRICAL HD CENTERMATES SYSALOCK (INTERIOR)ES ©0 HV "T" LOCK (OUTSIDE) HVG* W/ * LOCK (EX7ERIOR) t SORES 94 ALUtJtiW 202-77 MITT)LARGE FLANGE THIN SNIT NHISERr.PART/0620, 10• AS W UFAOtU W AY QTRRT �:1� 11 f",PAASIPPENY,NN JaMT (11054 OR EMIAL 3 ..._.•_��C///((( � © *S7:NOI6 W t1CnM i✓m®®6i W®tDG(5 on STET 5 1 �'/ \ **IIN'D611 RWTM MADE©DMT D-RM 6 HD \ VAID fOft ALL IaAAEAWL4 IPRi'.RItN6 N1Fi EAAOEQ HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `\ GR A)jlz/7),%/ - C 2015 F:As1ERN METAL sUPE'LY, INC. `' ��CENSF':�9,' BERTHA HVTM A■S■S■A■ Accordion Shutter System _ ? y, yy KV.RADE#1 w/CR w/o H.v WlrrooW mane /�^ /lJ�1t American Shutter S�9RIS DESORmEON DATE DRAWN er: M.t- TIWT TESTING & ENGINEERING COMPANY a' STATE OF a Association, Inc. I OD 11-192 4/17/15 DAIS aAta/1s .A•• N. JON.SL,St.JUt.VftO1NA rNtDETCw RDt1m',',.716 i�� .\ ` Ph. :(305)871-1530.rax:(305)871-1531 4268 Westroads Drive 2 DRAWING No is fife,®mi.carn West Palm Beach, FL 33407 3 '�.,SSjoNlil� ,.�`��� wa1 1WT1Jr.P.E 5 SHEET 9 15085 P.E. Sgwl�`IkTURE/DATE FLORIDA ua.++41e 6 9 of 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CCNCREIE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED •BLOCK WALL REQUIRED �F7(ISTING CLASS EXISTING GLASS CONCRETE A'D.C.fl EXISTING CLASS T- T —-� 2•MIN �NG GLASS ® 16"O ——I —� MIN.SEPARATION r— I' 2"MIN. TO CASs(SEE MN SEPARAYION t MIN.SEPARATION EO t t FA ON SHEET TO GLASS(SEE TO GLASS(SEE TO GLASS SEE IMIN.SEPAROMON SI OR BLADE® SCHEDULE ON 9kET t l SOff:UL6E ON s2Er t SCHEDULE ON SHEET 1/16'x3"MAX. ON s�79 FUR 11 FOR BLADE EE)AND 11 FOR BLADE 0.)ADD 11 Fax aADE®ADD (6063-T6)CO BLADES BLADESO&Q�3 / \ an 6O&QAO 1/2- axeO 79 FOR (LOCATE AT ON SHEET 19 FOR ALUM.CLOSER EITFFR SIDE 1 EILADES®&® PLATE(LOCATE 1/2 . OF SQ) AT EffNEOFO; MIN. \ ' •F USE 1'OR 2•MAX. f i/2'MIN. g1ox1/z's.Ms. I _—_-- (AS APPUCABLE)x2'x1/8-xG'-2' I _—_-- gloxi/2-S.M.S. ( _—_—_ 0 IV O.C. _—_—_ 6063ALUMIN T6 ALLOUM CUP ANGLE MIOHEIGHT \ / (1) #10x1/2'S. S.top& ¢ (2)1/4.0 TAPCaNs A3JCHORS To SEE DETAJL X FO WALL AT 1'O.C. (LOCATE AT 5 jORt\� EITHER sIDE of ) 1 OR � SIDE CONNECTION 1 OR ® SEE DETAIL X FOR d OR �' TO TRACKS �� SIDE CONNECTION ®-V"O7 8 0•®`� SEE DETAIL X FO Q. ®-©,O-® 10•®e, TO TRACKS ® a 6 7 a 8 0•®a^ 1 •®o.©'�©•®a, SIDE COO NTRACKS 0• 10�®'©•'tY-©'®O1 10•®°1©'-©•©p1 6�7 6 7 ��®a©•�©•®a Q•Q•0-O.O.®- .�j .®-O.O•®., ©•OX7 •0-0_•071•®°' ©•7O•©°'©.O.®- ®'®-©'®'`/'®- p.®-®•®-p.®-� p.®-®•®-�'®-0.0 END CONNECTION DETAIL Q SND CONNECTION DETAIL END CONNECTION DETAIL 1� END CONNECTION DETAIL 20 4 REQUIRED ONLY FOR SPANS GREATER THAN POURED CONCRETE OR EXISTING —————�E]XISTING GLASS REQU REO BLOCK WALL GLASS ¢ 4 7 TD Cas(�MIN SEPARATION ji 1/2-S.M 0 16• .C. LIN.STPAMON Y ------ —_-- C F�E ON SHEET TO mANDfACN ONCRETE 1/2"MIN. S(SHEET D __________ 6 OR®OR�OR ON ___ �OR®Cfl7�CR� ON SHEET 19 FLT{ CHOR m - 11 FOR MADE ¢ ______ CONCRE7'c BLxs(1) Q) 12"O.C. N MET 19 FOR 5 BLADESO&a __—_ _ OR@ ANCHOR 0 c 16' 1 2'MIN. ¢ O.C. -_ --- EO 6 OR®OR(DOST 2'MIN, 2'MIN. ♦SEE UMRATIONS OF USE FOR VIEW y BLADE(DON SHEET 19 ©DROOR(qOR 1 OR@ vlEw r 1 ?101R OR ®' PLANDETAIL Qy� O O oNRGERDoETE B� DSR = END INSTALLATION REOUIRED - ©•O•©-©�•O�•®- (11 HV BLADE OR HV WINDOW BLADE INTO ®.®-®.®-p•®- B• 5 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q Q•®-®•®-®•®-Q END CONNECTION DETAIL 6 -®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. `,,��`���`�A'r!�iil'�•,,, /� Q BERTHA HVTM �y�Q �CENs A V Accordion Shutter System /TIL C 1 N C. ■ ■ ■ ■ FLV.MADE '1 W/OR W/0 RV. VAPDCNV BADE c ¢ rl /(� DEsemPnON DATE DRAWN 9M.L.M. s .? 'kTILLR TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4 13 15 DATE 4/13/15 STATE OF :'� p31]N.N.]6N.51,5la 3031 WtGRM GNOFNS.NOXA=I •• Phone:(30.5)871-15M.Fax:(305)871-1531 4268 Westroads Drive - 2 DRAWING No ORI .� a-ON:r.Dneoao o® i- West Palm Beach, FL 33407 3 ONP4 Er;G �`\ WALTER A. i4,P.E. 4 15-085 5FI P.E. �F '' ACRE/DATE 6 10 OF 20 SCHEDULE #1 CHS EDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'° "L+" OR 'L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+' IN LeT10N LEGEND • OT (ft.). FOR INSTALLATIONS W/ OR "L-• (ft.) FOR R "L-' (ft) INSTALLATIONS CENTERMATES. ® &®or or INSTALLATIONS W/ I W CONCRETE& (1) Lt: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or & MANSORY WOOD POSITIVE A.S.D.DESIGN PRESSURE RATING. do)W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 7" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. E. M, N. 0, P. Q. AS.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t,tt) (VALID FOR MouNnNr Q, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t ft �L SHEET 7) FLOOR/CEILING G. H. I, 11. J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILNG: V CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M ��K 5 A x INSTALLATIONS DETERMINE I POSITIVE ASA. DESIGN PRESSURE EATING, , WALL MOUNTING FLOOR/CEILNG RTa�6 WALL MOUNTING PRESSLRE DETERMINE MAXIMUM SPAN 'L+•FROM SCHEDULE. PATM M0UNITNG Rkmc & RAn,a FLOOR/CDUONRG MOUNT1Rc GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, ((�)) �)) FLOOR/CELINO MOUNMO (*per'') F1DOR/WALL MOUNTING DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. 6 MAXIMUM SHUTTER SPAN -L+•OR -LFOR L+ (R) L-(R) L+ (N) L-QQ L+ (R) L-(� L+ (Q L-(() 30 OR LES 16'-0- 16'-0' 16'-0• 10-0' 30 16'-0• 16'-0• 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+•AND'L-- 35 14'-to' 14'-10' 15'-2' 16'-0' 35 14'-10• 14'-10' 35 1S'-2• 161-10' V4013'-1o' 13'-10' 14'-2• 15'-2' 40 13•-10" 13•-10" 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 13'-1' 13'-i' 13'-a' 14'-3• 45 13'-1' 13'-1' 45 13'-4' 14'-3' f HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 12'-5' 12'-5' 12'-8' 13'-7• 50 12'-5' 12'-5• 50 12'-3' 13-1MOUNTING INSTALLATIONS. LOCKNG SPECIFICATIONSW/FLOCR/CEILING MOUNTINGS: 11'-10' 11'-10' 12'-1' 12'-11' 55 11•-10' 11'-10• 55 11'-1' 11'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION #2FOR A GIVEN POSfE1VE AS.O.DESIGN PRESSURE 11'-4• 1V-4' 11'-7' 12'-4• 60 11•-4• 11'-4' — 10'-2' 10'-11NOTE�5, SHEET 5. RATING: 10'-10' 10'-10• 11'-1" 11'-11' 65 10'-10" 10•-10" 65 9•-5• 10'-1" DETERMINE: DETE MAX. SPAN FOR WALL MOUNTING INSTALLATIONS'. 1U'-B' 1U-6 10'-9' 11'-5• 70 10'-e' 10'-6• 70 8'-9• 9-4' L2+-MAX. SPAN FOR FLOOR/CEIUNC MOUNTING 10'-1• to'-1' 10'-4• 11'-1' 75 10'-1' 10'-1• 75 - 8'-9• '�'I'IX(PT THAT MAXIMUM SHUrTQi SPAN'Li OR INSTALLATIONS. 80 W-10• 9'-10' 10'-0' 10'-9• 80 9'-10' 9'-10• 'L-"AND MAXIMUM AS.D.O)SING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9•-6• 9'-6• 9'-9• 10-$" 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 13E UMRED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING L,-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95_ 9'-O• 8'-9• 9'-2' 9•-10' 95 9•-0• B•-9' LIMBED TO +64,-72 p.s.f. AND 8'-0'SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8.'-9• 8'-4• 9'-0• 9'-7' 100 8'-9' 8'-4• MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7• 7'-11" 8'-9' 9'-4• 105 B'-7' 7'-1t" 110 8'-4' A'-7' W-7' 9•-2' 110 W-4' 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL -L THE 115 W-2' r-3' 8•-4' W-11' 115 8'-2• 7'--3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1,+;-L2+",•L,-•AND 12-- 120 B•-0• 6•-11• W-2• W-9• 120 B'-0• 6'-11• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-1D' 6'-e' e'-0' B'-5• 125 7'-IO• 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130 7'-8' 6'-5' 7'-10• 8'-1' 130 7'-8' B'-s' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7• 6'-2' 7'-9' 7'-9' 135 7_-7• 6•-2• MINIMUM SPACING. 140 7'-5' 5'-11• 7'-7' 7'-6• i40 7'-5• 5'-n• ASTM E-1996 SEPARATION 145 7'-3' 5•-9' 7'-5" 7'-3• 145 7'-3• 5'-9" TO GLASS 150 7'-2" S'-.7' 7'-4' 7•-0' 150 T-2' S'-T 155 7'-0- 5'-5' 7'-2' 0'-B' 155 T-0• s'-5° 1 THRU 3 1 n 160 W-11' 5'-2' 7'-1" 6'-7' 160 6'-11• S'-2- 165 W-10' 5'-1' 7'-0' 6'-4' 165 W-10• 5•-1' 170 8'-9• 4'-11' W-11' 6'-2' 170 6'-9• 4'-11• 175 6'-7• 4'-9• 6'-9' '-0'_ 175 6'-7" 4'-9• H V B LA D E 180 6•-6' 4'-8' _6'-8' S'-10' 180 6'-6• x'-8- 185 ..'6'-5' .-4'-6• 6'-7' S'-8• 185 6'-5' 4'-6- 190 6'-4' 4'-5" 6'-6" 5'-6' 190 6'-4• 4'-5" 195 6•-3' 4'-3' 8'-5� 5'-5• 195 6'-3' 4'-3• 200 6'-2• 4'-2• 6'-4' 5'-3' 200 6•-2' 4'-2' los 6'-1' 4'-1• 1 6'-3' s•-1• 205 6'-1" 4'-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. „11III1"" BERTHA HVTTJ. ���•��p A:TIL(/j'�A,, __",.�� �L EC O �Nc. tDC#TW/oWhK �rmA■S■S A■ RV.B EOR Shutter MADE ,{g TILlIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESMIPTION DATE: DRAWN BY:MM,Lv. G. rT Association, Inc. 1 OLD 11-192 4/13/15 OATS 4/13/15 * _ ssss N.w.esu.sE,se..sw,VL3CDdA cusws.nnam=_, MAL t:LIT T _ f>hona:(705)871-1530.F:(305)871-1531 4268 Westroads Drive 2 DRAWING No 4v c-mo8:6Eeecoloaui.�om West Palm Beach, FL 33407 = 15-085 f P .• EB-0006719 4 O� •. 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SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.n RESIGN FNFGMIVE PRESSURE RATING AND A CORRESPONDING)OUMG TYPE FOR CONCRETE OR CONCRETE BLOCK RNSIALIAT INS (SEF MOUNTINGS 4 4&H ON SHEETS 6 e 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS POURED 00IICREME/ED11CRElE BLOC( POURM CONCRETE (A) TO EXISTING POURED CONCRETE(Min.V.-3 lei) wam (g)WALL SILL MOUNTING ©CEILING MOUNTING H@ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEOL(Mn.fc=3 ksi) SPAR ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DimmuTED BY ALL POINTS scam.BOLT&SPECIALTY COMPANY.(Min.f9=3 1-1 (� LRMA DEDMM RWM IYE PliEsilRE RAIN DESIGN ND.OAE WING GEM IAYVOIVE P1✓fAIIPE Ri01tffi - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1 c-2 Ii) 30 40 60175121120 1&T 2D5 30 40 60 75 90 120 160 205 30 40 60 75 9011201160IND 20.5 7APCON UR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED EY 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 9 8 8 6 5.5 14 12 10 9 a a 6 6 14 12 10 9 8 a 6 6 THRFADFORM TECHNOLOGY 3'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 (NTD'fG=3 ksi) All POINTS SOLID-SET ' DR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 9 8 B 14 12 10 9 B 8 8 5 GLUE TAP W/CPP ��' 14 12 10 9 8 8 8 7 14 12 10 9 B 8 8 8 14 12 10 9 8 9 'e .6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFO7l1 TECHNOLOGY ANCHORS AND TAPPER+ t4 12 10 9 a 7 ss 3.5 14 12 10, 9 a 8 0 0 74 12 110 9 0 e 6 6 TAPP°+ ANCHORS IS 7 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 a 0 6 8 14 12 10 9 8 8 6 6 14 12 110 9 8 e 6 55 14 12 10 9 6 8 6 4 14 12 to 9 8 6 s 45 14 12 10 9 6 6 4 15 A2) MINIMUM EMBEDMENT OF 1/4'0 t 3/4'ALL POINTS SOUD-SET ANCHORS SHALL FE7/8'INTO THE POURED CONCRETE NO-EMBEDMENT 14 12 10 9 8 8 6 43 fa 12 10 9 6 8 6 55 14 12 10 9 8 8 6 45 INTO STUCCO SWILL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND ,4 12 10 9 75 55 35 - 14 12 10 9 8 8 8 5 14 12 10 9 8 7 5.5 4 4 6EE LT 70M S USE FOR 1'MINIMUM FOR WALLS 1YTTH NO STUCCO. ,4 12 10 9 8 8 6 6 14 12 10 9 B 8 6 55 14 12 10 9 8 0 6 45 = ON SHEET I9 5'-0' 14 12 10 9 6 7 4 - 14 12 1D 9 8 65 5 35 14 12 10 8 B5 3 35 3 A3)IN CASE THAT PRECAST STORE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL.OR FLOOR, 14 112 10 9 a 75 4-51- 14 72 1D 9 8 8 5 45 14 12 10 s 8' 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 75 85 45 - - 14 12 1D 9 e17.515.5,4 14 12 10 9 8 6 45 35 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 8 8 - 14 72 10 9 8 6 8 5 14 12 10 9 a e.5 15 35 INSTALLATION INTO EIFS WITH METAL STUDS SEP SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 85 7 53 4 3 14 12 8 65 55 4 3 14 12 10 B B B - - 14 12 110 9 8 85 5 0.75114 12 10 8.5 8 5 4 - (8) TO EXISTING CONCRETE BLOCK(ASTM C-90) 14 12 8 BS 55 3 - - 14 12 10 9 8 65 4.513.5114 12 10 8 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUIDDR. 7'-0• 14 12 60 9 8 B - - 14 12 10 9 8 7 s 4 14 12 10 9 75 S. 4 3 -1/4'0 BINE TAP PN ICRETENTS SANCH.ORS W/ANCHORS. MANU FACTURED ACTURED BY FLORIDA FASTENERS DIRECT.INC. BUTED BY ALL POINTS SCREW,BOLT& CW.TY COMPANY. 14 12 10 B 6.5 4 7 - 14 12 9 7S 6 45 33 - 14 OS 7 55 4.5 35 - - - 1/4'0 TAPPER*ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 6.5 7-1- - - 14 12 10 a 7S 55 4 - 14 12 9 7 7S 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 11 7 55 45 - 14 12 10 9 7S 55 4 14 12 9 7R 6 45 3 B•-0' 14 12 10 9 8 6S - - 14 12 10 9 8 6 4 - 14 12 10 8 6S 5 35 - NOTES 74 12 BS 7 5.5 3 - - 14 12 8 63 55 4 3 - 25 95 6 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCDN,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAPCON 14 12 95 75 8 74 11219 B 85 5 - 14 12 e- B 8.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 9.5 65 5 35 - - 14 12 10 8 65 5 - 14 12 8 6.5 5 4 14 12 10 B e - - - 14 12 10 9 75 4,5 - - 14 12 8.5 7 55 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 z 3/4'ALL POINTS SOLID-SET ANCHORS SHAU_BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1.5 73 6 4 - 14 11 7 55 5 35 - - 11 a 55 45 35 - - - EMBEDMENT INTO STUCCO SHALL 13E PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 85 7 55 4 - 14 105 7 55 6 45 - EXIST.AND 1'MINIMUM FOR MALLS WITH NO STUCCO. 15 85 53 4 14 12 B 7 B 45 - - 14 11 7 55 45 35 - 14 12 70 9 7.9 - - - 14 12 10 e'85 s - - 14 12 8 B 5 4 - - 5.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DasnNG WALL OR FLOOR, is t05 7 5 35 - - 13 93 63 5 4 3 - - 10 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 7S 55 - - 14 f1.5 9. 6 5 4 - 25 9S B 5 4 4 NOTES RI)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDNC OR E1E3 WTTF1 OR WTTIiOUT METAL STUDS CONSULT 1195 ENGINEER. OS 8 5 - 14 12 6 65 55 4_=_= 13 f0 6.5 5 4 3 FOR INSTALLATION INTO EES WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 &S'- - 14 05 7 55 45 35 - 11'-0' 2.5 95 5 - - 12 9 8 4.5 4 3 - 9 7 45 35 3 - _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA71ONS AND SPE�IfATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 los 7 5.5 45 - - - 15 fly 5S 4.5 .75 - - - 9.5 7 4.5 - - 14 15 75 6 5 - - 12 9 6 4.6 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 8 6.5 55 - - - 17 t0 65 5 4 - - - EDGE [STANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 15 65 4.5 - 11 8 55 4 35 - 8 8 4 3 MAKIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THIN THE INDICATED.REDUCE ANCHOR SPACING 3.5 9S a - - - - - 13 95 BS 5 4 - - - OS 8 5 4 - - - - Lit'NULL FLYING SPACING SFIOWN ON SCHEDULE 6Y AHE FOLLOWING FACTORS. 9 65 - - 14 105 7 53 45 - - 11 85 55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAT MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE t4 12 - - - - - - 14 11.517.5 6 5 - - - 12 9 a 43 4 - - - FACTOR 105 8 - - - - - - 7D 7.0 5 4 3 - - - 7.3 55 4 3 - - - - ACTILIAL- EDGE TAPCON TAPCON WnH ADVANCED ALL POINT SOLD SET BLUE TAP W/CAP TAPPER.+ LS 8.5 - - - - - - 12 9 5 4S 4 - - - 9S 7 5 4 - - - - ' HV BLADE 0 DICTANCE THREADFORM TECHNOLOGY YIN.SPACING 8 6 - - - - - - 13 9.9 65 . - - - - OS 75 5 4 - - - - EO MIN.SPACING 3' MIN.SPACING 3' MIN.SPACING m 3 1/2' MIN.SPACING =3' 3 3/4' 4- 10 12 - - - - - - 9 17 . 53 - - - - 7 9.5 55 3 - _ 10 73 _ _ _ _ _ - 9 7 45 3S _ _ _ _ 7 5 35 S _ _ _ _ D IIIPOURED CONCRETE BLOCK& PARED CCflOF1E CDNDs7E F10IX POURED RETE BLOCK CONCRETEBLOCKCRETE BLOCK&P N. 0R1 1,T C017M-BIDOE 1.5 8 - - - - - - it 8 5.5 45 - - - - 9 65 45 - - - - - HV WINbOW NN fA•Y ER°3 1/2'AOL E0..21/Y AeL ED,•3 1 MN E0..3' M-3 1,T MN FD.•2 1/Y f4 - - - - - - - 75 to s - - - - J- 60_5' e 4J53 - - - - BLADE WORKING 3' 1.0 0.90 1.0 o- - 0.67 1.0 15'-0' z t/z' - ae1 to - - Ds7 1.0 s - - - - - - es a 4 - - - - s _ _ _ _ IN UNISOND.5 a s - - _ - - 2' - 0.71 - - - 0517 - - - - - - - 15&a 5.5 - - - - 831 3/4' - 0.91 - - - 0.4316-0' 14 - - - - - - - ZS 95 fi - - - - 75 - - - - 1 1 - D.35 0.358 6 4 - 95 - - - - - - - 9S 7 5 - - - - 6 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \V1\A�n:"I'1LI/�I/7jA B 2015 EASTERN METAL SUPPLY.INC. �' -ENSe' BERTHA HVTM ZOE, Z. rTIME C O N A.S,S■A. 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N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL NOUNTINGS' B.O.WALL MOUNTINGS W & X W& X W & X P & Q S&v s &v 5&v LQ T®�FMRK KM r04 �NGLM BMW NX Mi =01 ON I®K waw r 4 R3Dr aGeAE I,:�TE 1ms T� M W OU RE9F MUM DSIOI ESD1E mm TDITO M Rm nM Pk191I MC T7� 8551 IaDIE R1S9FE Ww f� rts>'IawE 113SQ vAnE� Eml 1eDeE R®TE eats 1pJ 30 40 60 75 90 05 30 40 60 75 90 05 40 60,75 90 05 30 40 6075 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 OS 30 40 60 75 90 05 M 40 60 75 90 O5 '-0'OR LL 12 10 10 9 8 B 6 6 6 6 6 6 10 10 9 8 8 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 14'-0' 12 10 10 9 8 8 6 6 6 6 6 6 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 S'=0' 12 10 10 9 8 8 B 6 6 6 a .5 12 10 10 9 8 e 8 8 B B 6 5 12. 10 10 9 0 7 8 B 8 6 6 5 6 5 4 4 4 J 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-•O' 12 10 10 9 8 6.5 6 6 6 B 5.5 4.5 12 10 10 9 8 5 6 B 6 .5 5 h.5 12 .10 10 9 5 3.5 6 6 6 6 5 h.5 6 5 M1 h 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 5 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3S 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 75 8'-0' 12 10 10 75 4.5 3 B 6 6 5 4 .5 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - 6 6 5 .5 .5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 1212 11 9.5 12 12 1 S 9 7.5 6S 9'-0' 12 10 10 5 35 - 6 6 5.5 .5 35 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - 6 5 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 IO'-O' 12 10 7.3.4 - B e 5,4 3 - 12 10 e 3 - B 0 4 .5 3 - 12 10 3 - - - 6 B 4 3.5 3 B 15 - - - 12 12 12 12 11.5 9.5 12 112 12 I0.'8.5 7.5 LL 12 9 7 G 5 11'-0' 12 10 SS - - 6 64.5- - 12 10 45- 6 5.5 3.5- - 12 10 - 6 .5 4 - - 6 5 - 12 12 12 12 10 BS 12 12 12 9.5 8 7 12 12 B .5 5.5 4.5 12'-0' 12 l0 45 - - 6 6 4 - - 12 10 3S- - 6 5 3.5- 112 10 - 6 5 3.5- - 6 5 - 12 12 12 11.519.5 8 12 12 11 8.517 6 12 11.5 7.5 6 5 4 13'-O' 12, 6 - - - 12 10 - - - fi 4,5 - - - - 12 .5 - - - 6 .5 - - - 6 4.5 - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 55 12 0.5 7 S 4.5 4 14'-0' 12 10 - - - 6 5.5 - - - 12 7 - - - .5 4.5 - - - 12 7 - - .5 4.5 - - 6 3 - - - 12 12 12 9.5 8 6 12 12 9.5 .5 6 45 12 9.5 6.S 5 4 3 IS'-O' 12 - - 6 - - - 12 - - - - - 5 - - - 12 - - - - - 5 - - - fi - - - - 12 12 11 9 .5 5 12 12 8.5 7 6 4 12 9 6 5 4 16'-0' 12 - - - - - 6 - - - - 12 - - 5 - - 1. - - 5 - - 6 - 12 12 O SS 6.5 4 12 12 8 6.5 5 7 V 1.5P.1 11.5 4-513 5 - 1 (1� HV BLADE OR n HV BLADE W/. HV WINDOW BLADE WORKING IN UNISON* •sEE .WON a use sal .aON° 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLD WOOD SDFFIT SHALL BE AS FOLLOWS: J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SDUMFRN PINE No.2 W/GESS(N.DS) - 1/4'0 TAPCDN ANCHORS,AS MANUFACTURED BY I.T.W.BUILDIOC W/MINNUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C-0.50(N.O.S.) EACH SECBDN ON SHEETS 16&17. -SPRUCE PINE FIR NORM W/C-0.43(NDS.) EXCEPODN:SEE NOTE 2 BELOW. SPRUCE PINE FIR SOUTH W/C-0.36(N.D.-) 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER NOUNRNG TYPE U.SHEET 17 AND SFWl CONSIST OF - LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHAH BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 714E ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System :- OASS IIIIII KV.sI.ADE$i w/OR w/o KV.vtNlxrw IA,+DE P $ ' American TILLIi TESTING ENGINEERING COMPANY Shutter Systems EW.N DOCRIMON DATE DRAWN BYM.L.M. & l.1n ea167 53a1 N.W.36N.5L,Me.303.v ]NN G%"S,FLORIN MI M Association, Inc. 1 OLD 11-192 4/13/15 047E 4/13/15 -1vrn �F Ph-:(305)871-1530.F.:(30.5)871-1531 4258 Westroods Drive 2 DRAWING No * c e-m°Te 6Rawo°a.c°m West Palm Beach, FL 33407 3 15-085 * ES-000671s 5TATY` WALTER A TIL1T I,P.E. 4 FLORIN Le.g 44767 s SHEET s 15 OF 20 '�"AAA.SSION At-..,44"11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (% HY* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON ORA.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & 1A) WORKING IN UNISON I—TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR W/1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I NR1 SEPARATION I i EXISTING WOOD HEADER. t WOOD HEADER.(SEE SC...ON SHEET 15) TO QA5$(SEE t OR (SEE SCHEDULE ON SHEET 15) 1/4•m-20x3/4'SS. WICHINE SCHEDULE ON SHEET \ t t8 SCREWS W/1/4•-20 NUTS I—11 FOR a"J)WO OR O 12.D.C.�o �O1 ON SHEET 19 FOR O 5 \ 1'Min. EXISTING I BLADES & I a GLASS-=-I FINISH I I ,II \ N I V-0PTIONAL NALL I EXISTING MIN. I _ OR 2•x4'WOOD EXISTING MIN. _ HEADER REQUIRED t OR® 1 2'x4'WOOD s.`•' I HEADER REQUIRED THRE TAPCON OR TAOLON WITH ADVANCED EXISTING I A6µ GLASS---t SFPAPATION I I t 1 N pENFERL4T10NORMCOF THREADED/ AREA TO TO GLASS(SEE 1 IDOSTNG WOOD HEADER. I_9]¢DIAE AD y.EEr EJ05fPJG MW.SEPARATION TO CLASS - (SEE SCHEDULE ON SHEET 15) 11 FOR g ®MD (SEF SCHEDULE ON SHEET 11) 1 ON SffET 19 FOR O -1 2'x4"CONt.SILL 1 BLADES O&® PLATE REQb. MO HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION CO V 'A 5 INSTAL 0 EIN.SEPARATION I I GLASS EXISTING I MIN.SEPARATION TO GLS$ I I (SEE SCHEDULE ONTO 11) t G I IXPSTING --(SEE SCHEDULE ON SHEET 11)..... O EXISTING Y 2'x4•CO MIN.SEPARAnom TO GLASS 1 GLASSY i x GUNS--1 f (SEE SCHEDULE ON SHEEP 17) WOOD PLATE ! e 1/4•t�20x3/1•S.S. ` REQ'D_ f 1/4'0-20x3/4•B.S. i MAING 1 SCREVS I I \ MACHINE SCREMS W/ I I USING 1/4•-20 NUTS _ WALL � t/a—zo Nrrs m lz O 12'o.c. I I I f FINISH I l _t-.O.C. I t 1 C ti- _ 2'x4'CONT. WOOD PLATE -11�7 1'Min REO'D. 1'Nin. I 1/4-0 TAPCON OR TAPCON WITH ADVANCED OR 1® 1 THREADFORM TECHNOLOGY W/1 1/2' L Min. PENETRATION OF THREADED AREA TO 1/4.0 TAPCON OR TAPCON WITH ADVANCED PE EXISTWG WOOD HEADER. THREADFORM TECHNOLOGY W/1/2' I °� '0 TAPCON OR NOTE: . _ (SEE SCHEDULE ON SLEET 15) Min.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 1/2 MIN.CD THREADFORM TECHNOLOGY SHUTTER ASSENBLY. " WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING ADN.2"x4' PLYWOOD REQ'0. W/1/2'Min.PENETRATION OF 2-MOUNT1NC SECTIONS CAN BE STUDS O 16'O.C.MAX. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE wALL FINIS (SEE SCHEDULE ON SHEET 15) SUrr ANY INSTALLATION. ®HV WALL SILL INSTALLATION (STING MIN.2•x4•STUDS O 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WTIH SECTION 2308 OF THE F.B.C. SECTION 2306 OF THE ®HV WALL SILL INSTALLATION SEE UL�[A710N5 OF E OF ©HV WALL SILL INSTALI..ATION F.B.C. B1ADE ON SHEET is FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A■S■S■A■ Accordion Shutter System ,/�{�{z/�' 'y KV. BABE#1 W/CR W/0 KV WNWW RADE `P`!°"A�r"''_ = TICCIT TESTING 1c ENGINEERING COMPANY eflCafl Shutter Systems ESL •OESCRIMOR DATE DRAM Bf: M.L. N.M.36th.ss.SW.305,VIRG244 G RDIDIS.EL.OWA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Rhona:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No .—L.b"t—G.W... West Palm Beach, R. 33407 3 $D.I DRI . EB-60087,9 15-085 WALTER A P.E.TILUi Jr.P. 4 •�\ FLORIDA Uc.O 44167 8SHEET DATE 6 16 OF 20 TIL ' INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & (fA HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV li C)ONLY SHALL B LIMITED 0 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 9 OR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE(!)& Ilk WORKING IN UNISON_ 1/4.0 TAPCON OR 4'x6'(Min.) DUSTING EQ EQ 2 MIN. -- TAPCON WITH ADVANCED _ EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. - W/1 1/2'Nin.FENETFIATION STRUCTURAL ADEQUACY OF THREADED AREA r 1/4"0-20x3/4'S.S. OF EXISTING WOOD BEAM 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED BY POSTING WOOD HEADER. Min MACHINE SCREWS REGISTERED DNGINEER OR EXISTING WOOD (SEE SCHEDULE ON SHEET 15) W/1/4'-20 NUTS ARCHITECT PRIOR TQ E t9 O 12'O.C. SHUTTER INSTALLATION. 1/2 i/2' RAFTER O 24'O.C.REQUIRED 1/4'0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED 3/4'Nax.7HK. ,257• THREADFORM TECHNOLOGY Max. W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EQ_ Q 14x3/4' Q EQ 1k4k1/8'CONI.PLUM.TUBE z OPItONPL EXISTING WOOD HEADER M.S. (6063-T6 ALLOY)RE ®6'O.C. (3)5/16'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) 1 Or 13 OF © I 1 OT 1©OF Q EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD I •~E)OSRNG MIN 2'x4' t I I MEMBER, (2'Min.NOMINAL E")Aa ING�I HEADER REO'D I OPEN HOLE AT EACH WIDTH)W/2'Mla. GLASS I MRI.SEPARATION TO GLASS STUD TO ACCEPT ���fff PENETRATION OF THREADED (SEE SCHEDULE ON SEXISTING SHEET 11) I 5/16'0 LAG SCREW AREA VALID FOR GLASS-1 -I AT CENTER OF TUBE INSTALLATIONS WITH 72ps1 MAX.A.S.D. DESIGN LOAD AND MiN.SulwMaN 9'-0'MAX. SPAN.n WG N..�,.�-I Ta MASS(SIE NSTAI_ATION IS ONLY VALID �S HV WALL HEADER INSTALLATION t ♦ i SCHEDULE m BEET I FOR WOOD W/IAN.SPECIFIC I 9/�Q) ® O 11Mn 14D , DR® a�T 9 FO GRAVM OF 0.50 AS DOUGLAS ♦ FIR OR SOUTHERN PINE No.2. 1D-kC SHEEP 4 FOO TI'CAN SHUTTER ASg1dBLY ----TOR® OR EQDAL' 2–NOUN AY OSUITSECTIONS CAN COLON TION. OT HV CEILING INSTALLATION IN ANY WAY TO SVR ANY INSTALLATION. (U)IJV CEILING INSTALLATION STALLATION I ,,o GASS —�OR®♦ � AIN. t MIN.SEPARATION TO GLASS IXISTNG 11�EH1 E®am I SEPARA9 TO � 7 (SEE SCHEDULE ON SHEEP 11) CUES\ I' aim a� (SEE SCHEDULE IXSI811 t 1 I ON SHEET 11) � 1 I I E I AXNc oT. I I I 8 I I LOCATION EXISTNSG WALL I I 1/4' I 3/8•eaet (10x3/4"HEX GRAS I I I 2'x6'MIN.WOOD Max. ©� 7 3/6 WASHER HEAD TEK I DECK REQUIRED 3 OR 2'x6'MIN.W000 N. SCREWS O 12"o.c (NO YRFNDISH DECK REQUIRED(NO FINISH ALLOWED) 2. � OF _ EDGE OF DECK 19 IDECK DECK IF 5 IF APPLICABLE IFF APPLICABLE r APPLICABLE 1/4"0-20x3/4"S.S. �— 1/4'0 TRIGON OR 1. PIIILL TRUSS HEAD .MIP. TAPCON WITH ADVANCED Min' MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/1/4-20 NUTS THREADFORM TECHNCLOGY W/1 1/2"Milt SILL PLATE 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED RiGI'D. 1 +?_ W/1 1/2'Min.PENETRATION 0 12"O.C. TECHNOLOGY W/1 1/2"Min.PENEIRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER.(SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEEP 15) (SEE SCHEDULE ON SHEET 15) ♦SEE UMITATIONS OF USE FOR (O)HV WALK—OYER INSTALLATION �V HV 'WALL SILL INSTALLATION BLAME 9ON SHEEP 19 OW HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone . A...rl�!%'''., O 2019 EASTERN METAL SUPPLY,INC. CEN = BERTHA HVTM `` sF `� �OiAS SA 1 L Accordion Shutter System Shutter Systems FIV.BADEt W/OR W/0 FIV..WINDOW®ROE "O: ��� ,(!dJ;• Z nLLIT TESTING do ENGINEERING COMPANY , OeS11-19 DATE DATE B4 3/ UUUFFr Association Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 s 9'•, :C-` 8335 N.Y.361.St.S o 306 NPCOa4 CN✓05)8 1-153 3316 4268 Westroads Drive z Phone:(305)871(1530.Fax:(305)871-1531 DRAWING No 'o,(< '•., c1 �� o maO:hRecaOaal.com West Palm Beach, FL 33407 s s5Z G\ � ®-OOC6719 15-085 oNAL E''0`. WALTER A TILUT J,P.E. 4 .. 41 U..9 67 6 SHEEP P.E. SEALfS'IU'1�AYURE/DATE B 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2"a4•YQL W000 SRirG MI, 27N'YW.WWO 2'.t•YM. SNDS REC0. RSNOB. ,/aY TMCVI+ 21.0 MIL APP >J ; / R•W y APRA '., IAaO SMAS. \ / fTAN wiD � \\ / ps APPLICR�E) fa11S11 In•RTEIR.1iAN I ` / � Rxf91 U=tla fiASS I- S.M \ SRM v U�RNa OIA55 ra�iPiO fXASS y / Q150tA 1#ASS I t/z'uw.cnc 1n.MIC COX }.* MX `(� a Y in m waKN m KY.o00. "s+.'•"«'-1;n SLItFAlE ax SiFF7 ro (SFE tn'Yua Wn ,;,.:f.. .,-`3,;.. ,moi FOR MAX®iro Vta•�s' ff w s¢r nim. 1/r" n amxo a�®am t o ��•Amoap. a �a—1 l fW zMXE�°'e a.�m& a sasr+o m f •nn. cT Or OeuTE +/z fora roofs®s Q1 I AT aDER 41)E iW _ oie M sLS. 0fatn'S.YS. ——— lL.11wUY ••N4£M-Y Ot 6 4 W�/`Oal�loCl: 5 4 1 OR®t SAF DEME R E 1 OR�o I OR W � smE mtaccnprr SEE DETAL z 1t)11 t OR® M 7PACKS ©_ �E ca++ -O-av-a , .®� sof ro m- OO-Ce?-�•®• ®®-®C�-©®-� TO Tomas ©@-©pp®• v�° ®-Q� O-0•®- ®•dpi ®- ©OO•©-O OO•®- ®t�•®Q�•p 0- Oa•07•dpi-©•10•®• s• a. ®'®'®'((a•-©'©' 0.0.0'©•0•®- ®'®-®'€�-®'®- ®•t�-®•®-®•® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL(2) END CONNECTION DETAIL �p4C REuni:ED arAr itR SPAvs cwAfex,iwf,r-p- I•S71A5 REOb /aY TAtcaY Ate' t/tY T/—I ANCllO /10.1 sw5. x/f,/z'faa W/1 tn.uw. eta 6c LApsnuc ctncs� evifmoiox•,z•an f�r.EtRAnoY o tr a.c uM g'w'•°1°' ro izAa OTE 4 1 SEE LIMRATlONS OF USE FOR m ,/z'ora �mue au earl 4 eLaze fA ON SHEET 19 11 fife If NE mno �maEwyrrr5 -11D& 1s---- D - _ _ O R 4 ora I t AOR Wj L4-- ml �{� - P`©OR®OR®OR� VIEW Y $$-OPV'TO•V,E�'Y`J"tY- YNII.T>•t41 2'.4'Yom,xom x41 -�J>2):@- • V"®•©•O•L/-®- STUeS ISO'e. R15N .�.�.�-©.®- LAN O•®-Q�4 ® �'®'®®-®® DETAIL X END CONNECTION DETAIL (0 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AA'/'/ (P 2015 EkSTERN METAL SUPPLY,INC. BERTHA HVTM CEN A S S A Accordion Shutter System ■ ■ ■ ■ RV.RADE#1 W/CR W/O H.V.WNXAN MALE TIWT TESTING k ENGINEERING COMPANY American Shutter $ystem3 e,R oMfaPna DATE !DRAWN eY: MLAssociation, Inc. 1 OLD 11-192 1/13/15 a/1a/I57E OF wssxx Wp .St,sta Moa,VLMNA�E+s,ncnaor,as, 4p68 Westroads f(3Pive zPhne:(30.5)871-1530.Fan:(305)871-1531 ING No �es, � o-rna®h-T�67191.com West Palm BeachFL JJ407 4 —085WALTER A.TILUT Jr.P.En'..AuZg4ats7 s ET a 8 OF 2D + GENERAL 1JAIRATIONS AND CONORIONS OF UHA njWUSE FOR BERT 5 1.MAIL A.S.D.DESIGN PRFSStIIiE RATING:+110,- 110 pa.1. 2.MNL SHUTTER SPAN:96' 3 ALLOWED MOUNTINGS A D.G&H ON SHEETS 6,7:AS WELL,AS z MOUNTINGS M.O•L U&W ON SHEETS 16& 17. FTz ONLY CENTERMATES(2t� (BOTH W/2n4 OR 2�1 ARE ALLOWED WfiH 21 O a®w 4 $ (2?)ARRAy¢m M A 5ri13EfRfGIL OR OPpOU�(NG IA% IN.CASE OF OPP�3NG YOUT, ANST BE INCLUDED ONLY AT Da RIOR ACCESS SIDE OF cartERMA 1YP.EA END 5.(A)W WINDOW BLADE @ SHALL OHLY ALLOW A IAMMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MA%.5 WINDOWS (B)MIN.QEPRANCE TOP OR BOTTOM EDGE OF W WINDOW BLADE ALLOWED AT FN vai • s • • • + OF ANY 3'6 HOLE FORR4 SHALL BE 12•. WIMCW BLADE (C)FIRST.ORBLADE COMING OUf FROM STARTERS AT ENDS MAY BE W• • • ♦ ♦ ♦ WINDOW BLADE (D)IN WINDOW BLADE©MUST BE USED ALTERNATE TO A SOW HV BIADEO7 THROUGHOUT SHUTTER'S WIDTH. • • • • M • • (E)C TES SHALL.ALWAYS BE INSTALLEDAOIACENf TO A SOW FIV •j ♦ 6 BLADE 1 AT EITHER SIDE OF THEM. 1' qq�� (F)POLYCARBONATE Hv WINDOt1®SHALL BE INSTALLED SO TKq TAE39 FACE CONNECTION SEE END g N THE NFFRIOR oF,THE OPENING BEING PROrmm.w WLNDOW L415T BE DETAILS ON SHEETS • ONLY NSrALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASS'A �� � 10& 18 TMP. SMg - INC FULLHEIGHT. B3r�T3 6.SEE ANCHOR SPACING SCHEDULE FOR INSTAIMONS INTO WOOD FRAME 1 1 8 BUILDINGS ON SHEET 15.AS LIMITED BY SPAT ANO DESIGN LOAD(SEE N=z P P �/ �' 1 &2 ABOVE). a Lau SEE PFIG70R SPACING SCHEDULE FOR pt5rN1A110N5 IVIED POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LINKED Re SPAN AND DESIGN LOAD(SEE NOTES 1 &2 AROVIE). 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996. (SEE PIAN FOR REQUIREMENTS) .�,�H�� 0 H TYP TOP&BOTTOM y/ ) qM®qM WINO ZONE MINIMUM SEPARAII TD GLASS ...... .. _.__..._..... .. —UNLIMTED WIDTH—••••.. ELEVATION MN SEPAIYUION TD� SEE SCHEDULE ON SHEET LI FCR[TME 4 6.25" --- /RIM ON THIS SHEET FOR @MES Q& ------ EXISTING GLASS ------ 1-------- 5 -------�------------ --------------- CEMMMArES RR W/64n7FRIOR ONLY) TMP. 1 1 \ 4 �E:J P. SYM CERTERMATES(z1i ® / La„ffi uL \ W/2 OR 5 AND � W/O (SE NOTE 4 ABCNE) TYPICAL (1� HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE1(A SHUTTER* N.T.S. FLONDA BUILDING CODE(Ron High Velocity Hurricane Zone ` AAtt111111Nl.IFFFA.. O 2013 EAsnmq N/ETAL SUPPLY,INC. ?:,r�� /T'•,,, BERTHA NVTM \cE A S S A Accordion Shutter System K�.RAE , Wi OR Wio EIS.WINDOW BADE American Shutter Systems EV.w DESCRIPTION DATE DRAWN er: M.L. TIWT TESTING 8 ENGINEERING COMPANY _ !n •*� Association, Inc. 1 OLD 11-192 4/13/15 NTE: 4/13/15 • STArF n`IP 055 N.M.360,.SL,Sia.305,VIR g CA 006.FIDPoDA 331 Phone:(305)871-1530.Fqx:(305)871-1531 4268 Westraads Drive z DRAWING No -,��F•.F�ORIOP •�k`�'� a-maRtDews9ad.com West Palm Beach, FL 33407 3 15-085 EB-OD0671s 'may CSS ou•.g.•• �j\`��� WALTER A TILUr Jr.P.E. 4 P.E.1'182/ e(L?I WDATE FLORIDA Lie. 4.,67 s SHEET OF 20 1 1/20x 0.035 THICK INSTALLATIONS WZ (1) HV BLADE & HV CENTERMATES Min.AM A-053 GRADE 40 h Min.G_60 GALV.STEEL ,�.ow METAL STUDS AT I6-O.C. g 3b INTO METAL STUD WALLS ALO a 6-D.C. 41 1/2' 75 1 Wo NOMINAL ALUMINUM SLEEVE GENERAL LIM QNS AND CONDITIONS OF USE (I 3/40x 6 1/4�x 0.035*THICK tz FOR BERTHA nj HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY -f- SYSTEM INSTALLATION TO METAL STUD WALLS CCNr.GALY.STM TRACK CKA?iNa.1 0 6-D.C. 0 6"D.C.r� ASTM A-653 WAX 40 W..GiN SEPARATION T GALVANIZED FASTENED TO STUDS 1 -0 GLASS SCHEDULE 3.000 IN (2)J6.1/r TDC SCREWS ON EXISTING FINISH I- MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) '"N @1 2. MAX. SHUTTER SPAN: W WIND ZONE EXTERIOR FACE AS APPLICABLE MINIMUM MIN.SEPARATION ASTIM E-1996 SEPARATION J&ENM+ I*L EXISTING GLASS-1TO GLASS Lb 3. ALLOWED MOUN17NG: MS ON ON THIS SHEET. TO GLASS 1/4-0-20X3' BOLT WITH 21 (SEE SCHEDULE) 4. ONLYaENTERMATE V21 W/(R W LOCK ARE ALLOWED 1 THRU 3 1. MUST PENETRATE @�I- ARRANGED A METRICAL LAYOUT. SYM USE OF (2)n35 (6* LONG, MINIMUM) MUST ALWAYS BE 1 4 1 4' EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF P373 3/4x 6 1/4x 0.035'THICK LE..I APPLICABLE 0$0- ASTM CONT.GAILY.STIM TRACK Min. CENTERVATE. A-653 GRADE 40 M CALVAMZEO FASTENED TO LS (2)16.1/2-TEN SCREWS ON 43C CR&EXrEFJOR FACE 1 I,6.. O.C. 0 6'O'C. N 1/4"0-20 THREADS J BLADE SLACK DEI'All- FIVE IS ALSO VALID II C; 11-4-o ELco coNsTgue-noN 1/2- 12 IcENTERMATE APPLICATION WITH BLADE(D PRODUCTS FAB—LOK HD 3b �67.1 1/2".0.035'THICK M .ASTM A-653 GRADE 40 0 6' O.C. Min.G-60 GALV.San 1' COMPONENTS MS WALL HEADER/SILL INSTALL METAL STUDS 16'O.C. in. • XTION EXISTING FINISH AS APPLICABLE SCALE:3/8'= A" 7 VA v(Tw.Top&SoTrou) A ————————— a 1 3/4-x 6 1/4-x 0.035 THICK Win. ASTM COW. V.MTRACK CHANNEL. '% 40 W,..G-60 6A�AO �Aig HEDUL9 FASTENED TO STUDS 7 GALVANIZED SYMMETRICAL 2 6x1 2-TEK SCREWS ON :!wily:43a.43 43& INIERJUH DMERIOR FACE CENTERMATES W/" T0'GLASS 2- 'rCENTERMATES :INTERIOR ACCESS SIDE ..•`..,.... .7' • EXTERIOR ACCESS SIDE: DE II ------------------- j -6,0YP-)- IN 3 (6o Min.) —IN 12 < y 1 U2 2)42 21 t 21 LOCATED AT @ FIV HEADER/SILL ENDS VIEW Y 4 )4 SIDE CONNECTION TO TRACK P.)—6 1/2*Clyp.) 6 1/2'MAX.SLACK (cont) BYA Mffl BLADE SLACK DETAIL HVE HVC FLORIDA BUILDING CODE(MonHigh Velocity Hurricane Zone',11 � 'J'11111111111", 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm Shutter System A.S.&A. Accordion Shu KV.MADE#1 W1 OR W/o H.V.WMOW MAX /T ME C 0 4 American Shutter Systems MV.N, DESCRIPTION DATE DRAWN BY. ALL E TILUT TESTING & ENGINEERING COMPANY 6355 NX 36th.St-St..305.VWGINA GARDENS.FLORDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 Ph :(305)871-1530.I-:(305)871-1531 4268 Westroods Drive 2 DRAWING No —0; West Palm Beach, FL 33407 3 4 ..40V EB-OW6719 15-085 .... .. WALTER A.TILLIT P.E. WO FLORIDA Un-111 44167 SHEET Ir ;DATE 56 20 OF 20 P E