Loading...
HomeMy WebLinkAboutProduct Approval; Accordion ShuttersFlorida Building Code Online Log In User Registration I Hot Topics 1, Submit Surcharge y Stats & Fads ( Publications b � o Product Approval USER: Public User p CEMiPW Product Aooroval Menu > Product or Aoplicatlon Search > Appgcatlon ust > Application Detail z � 41EPA 1 FL # FL389-RID Application Type Revision Re SBI Pdfl� Code Version 2020 E` IEWES IFOO Application Status Approved CODE COMPLIANCE Comments ST . LUCIE C®WTY Archived Blom 1/3 P/ , Product Manufacturer American Shutter Systems Association, Inc. vl Address/Phone/Email 4268 Westmads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetai.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 Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. THlit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. 0,� Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL389 R10 COI COI ASSA BLADEI .pdf FL389 R10 COI COI ASSA BLADEI 2.odf. FL389 R10 COI COI ASSA BLADE3.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 Sections from the Code M 8/11/z021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/15/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 20-165 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 II DRWING ASSA BLADE3.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'-3" for 40 psf FL389 RID AE PER ASSA BLADE3.odf positive ASD load and 13'-0" for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/a window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8 41" for 62 psf, 9'41" for 55 psf HV3 blade w/window blade working in unison.Maxspan 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 blades retained by tracks (top Only- (Non-HVHZ)- Drwg 20-164 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 Rio II DRWING ASSA BLADE1.odf 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 p.s.f FL389 R10 AE PER ASSA BLADE1.odf negative ASD load depending on centerrnates and locking rod Created by Independent Third Party: Yes configuration for the HVi blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f, for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 Rio II DRW ASSA BLADEI 2.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. W-0" span at 30 p.s.f ASD load FL389 R10 AE PER ASSA SLADE1 2.odf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coo, ght 2007-2013 State of Florida.:: Priyary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. -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 emalls 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 45S, F.S., please dick hh_e . Product Approval Accepts: M 0 99 Credit Card . afe: https://www.floridabuilding.org/prlpr app dtl.aspx?param=wGE\IXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzg%3d 2/3 'LOULM J )< tl.. MEWA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED) NHS BEEN VERIFIED FOR COMPWWCE W ACCORDANCE WITH THE 2020 CM EM"OF THE FLORIN Em"HIDING CODE. THE ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ADM WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUi1ER WILL M WJSTALLED WITH A DIRECTIONAIM FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE Mw1wM (AS.D.) DESIGN PRESSURE RATINGS INDICATED aR SHEETS 11 THRU 15, 19 & 20. 0U aRDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASL2: 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS EW VULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TRRU 15. 19 & 20. IE ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THE P.E.D.. AS TESTED, WEIR NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR =tVSE. HOWEVER. A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SW HA H.V. ACCORDION SHUTTER SYSIEM'S ADEQUACY FOR WAND AND LARGE MISSILE IMPACT LINO HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1.2 OF THE ABOVE MENTIONED CODE AS PER hag. (REPORTS: -TEED BLADE O 10214.01-03, /071a01-03, 11004.01-M 01214.01-05. 10317.02-06, 10609.01-10 AND 00210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 A'C E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & 01220,01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -RELY WINDOW MADE 9 11t608.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WAND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND / 0725.01-88 AS PER TAS 202 PROTOCOL JL ML8" SLADE (D AND HV WINDOW BADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18 3i ESUM N.V. ACCORDION PINS (W SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1144.75' AND 1141:1.75' RESPECTIVELY, 410-W MINIMUM SERIES S17JPA= STEEL SCREWS WITH 133.0 ksl YIELD STRENGTH AND 180 Imi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W OMYiDSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED lta@�'INo APPLICATORS, REGISTERED WITH AMERICAN SHUTTER BMW ASSOCIATION. PINS MUST BEAR THE NV MARKING ON THEIR HEAD. 4L +&[L dAWMINUM EXTRUSIONS SHALL BE. ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-TO ALLOY IS 30.0 kal AND 3S.7 Iml FOR eMS-TS ALLOT. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION II-6 OF THE 201S AWMNUM DESIGN MANUAL & :&L SCREWS TO BE STAINLESS STEEL 304 OR 315 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kal MIN. YIELD SIREN= AND 90 Its; MIN. TENSILE STRENGTH, MM:SHALL COMPLY W/ FLORDA BUILDING CODE SECTION 241133A. Ea 801313 TO BE ASTM A-307 GALVANIZED STEEL OR ANSI 304 OR 316 SERIES STAINLESS STEER. WITH 35 k2l MINIMUM YIELD STRENGTH. 3 SIEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: W BLADE 0 : 12,13,14,15 AND 20 NY BADE O & m WORKING IN UNISON: 12. 13 & 15 BL IRS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779= COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN L SUPPLY, INC. S: Gt SWIALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFA/GAULR "L SHUTTER COMPONENT EDGES WHICH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WARD/RUN INTRUSION. HID. BC H UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL W AND HD CENUE"TES AND ENGAGE OR LOCK ALL W AND HD LOGICS. fiif. SINIATTER MANUFACTURER'S LABEL. SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE TRIAGED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 CF THE FLORIDA BUILDING CODE. M @>£92i. YRA H.V. ACCORDION SHUTTER S&MWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE FMVW'IS APPLIED TO. m (D'TH3 P.EO. PREPARED BY THIS ENGINEER E GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.& WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 03 CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS RED„ PROVIDED HE/SHE DOES NOT DEVIATE FROM THY♦$ CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 0 TENS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY ME414S. LL BE BIBLE FSPECIOR THE PROM USE PROJECTS SHALL OF TINE P.E.D. ENARED 6f GIN��OFREECOORD, ACTINSTERED G AS ANEER ODELEGA�TED�ENGGIiNEEEERWTO THHE�P.EED. ENE R SHALL Sm or UBMIT TO INS FOR THE SITE SPROJECT EC= DDRWHO AWINGS FOR BAN. Cc) CRIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEW. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 35-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL. AREA 2: W BLADE n AND HV WINDOW BLADE n1A OMRE APPLIrMLEI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS W SHEET 8 CENTERMATE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAIOMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 1B AREA 3: HV WINDOW BLADE & ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE n ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 111i W020 TLTL'C0. INC. 02M EASTERN METAL SUPPLY. INC. ,•� B R T . A H1 TA,. �CENZ70Accordion Shutter System EC O ZINC. A.S.S.A■ RV. BADE 01 W/ OR W/O KY. WN70W WADE 3 No. 441 i7 American Shutter ,Systems DESCRIPTION DATE.DNA .R1ri w,r c TiLLIT TESTING & ENGINEERING COMPANY k Asa ILW. 3an� s1 Sm. 3L5 vssesn OAMM. Am m 3316Aswelatlon, Inc. I OLD 17-107 /2/ DATE 7/2 2a20 fl' STATE 't om �� Ptwe I (30)571-1530 . FOR : (305)871-153t 4268 Westroods Drive x DRAWING No "to .� a--M 0—o 9Leom West Palm Beach, FL 33407 3 Ri. WALTER A TLLIT Jr. P.E 4 20�' 64 �''Ah�s'Sln.i., •G..L1�., r........ rn.r,- FLORIDA U. 0 44167 6_ - SHEtT FOR W4XIROIMC: p # Os �' 3OHV UNIVERSAL FLOATER. EDUNDER uPATENT ��' 458179 QUALIFIED FOR USE W/ HV BLADE 1Q V D i DO ~mot 6005-TS ALLOY AND TEMPER Ell S,O US OF' 6DE ® ON SHEET 19 6. 63Y ANO TEMPER1.500;� !.._ ell — 1j7 HV ADJ. ADAPTER W/LIP pp-7qI J.. 6" t�R422 _, 2� ©HV ADJ. FL TRACK � 13----� QUALIFIED FORrmUSE-W/`HV ---BLADE 6063-T6, ALLOY TEMPER QUALIFIED FOR UsSE W/ HVBLADE A AND r! 6063-T6 ALLOY A D TEMPER�sVARIES •bpl `�tiWO'� � 1 8B8 t 0,pya' I ��870� �'T j'_ °. Q�91 HV CEILING HEADER`:3' HV HEADER/SILL! t' FIED FOR USE W HV BLADE(1�.ONLY, QUALIFIED^FOR US�scE W�AIV-_fBCA0E��0 SEE SECTIONS FOR VAUDIIY- 6063 ALLO- rvOxTEMPE 6063-T6 ALLOY AND TEMPER rU 1."". NLX YMRt 1® SIDE ANGLES QUAUFIED FOR USE W/ HV ALUMINUM ANGLES BLADE (1 QUALIFIED FOf� USE W/ HY 6063-Te ALLOY AND TEMPER 6063-Bi8 ALEW ON AND Y TEMPER 1© HD CEILING _HEADERISILL QUALIFIED FOR USE W/ HV BLADE 1<D SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPON- A 6 11 T2 @a 2" ',5" MAX. 0.192" 10.192 _ 1 ,s 2.5• .T• MAXJ 0.100" , 0.190• i 2" j:S" MAX.; 0.139" i 0.131" i ® Hy 9(rzi eo rARTEa QUALIFIED );OR USE W/ HV BLADE t 6063-T6 ALLOY AND TEMPER 6 qpw, - .B20 3-• C9 TRENCH TRAM QUALIFIED FOR USE W/ HV BLADE 1I)ONLY, 6063-T6 ALLOY AND TEMPER VARIES 1,9366 ax '- fr __ 443;. ^1 Iszv. aqs 14 HD WALL HEADER/SILL QUALIFIED FOB_USE W/ HV BLADE 1 ONLY, 6063-T6 ALLOY AND TEMPER X Y t 3f - 2" j 2" 0.125" 2�FOR IFIED USE W/ COB OR USE TS HV GLADE Q1 6053-T6 ALLOY AND TEMPER Q§ HY RAIN Uri ARD QUALIFIED FOR UZ W/ HV 6063-T6 LLODYEAA�DI TEMPER 1U111111 �h i� \\`� ��/TLAccordion — No. 441 STATE 0, � W. p/t •FLORID �q y/ip/s/ONAL„ // `/T// 7 _ � 2p/fiJ • ; ' ���� 02020 TRYEW, INC. E C O ,N.. A.S.S.A. American Shutter Systems Asaoclationt Inc. 4268 Westrocds Drive West Palm Beach, FL 33407 arc crvicrtn mc,Fa aurru, ,. Shutter System N.V. BLADE 1 / OR W/BERTHO WNDDW BLADE TILLIT TESTING do ENGINEERING COMPANY OW N.r1. 38ft SL. SI.. 305, NMM GIiRDos, FLMM 331 Phone : (3Ds)6T1-ts30 . FGx : (30MI-1531 anoIlk- �oo mm WiLLTOt A TILLIr Jr. PF FLORIDA Ix 0 4a1cT DESCAW N DATE ORM SYS WIP r OLD 17-107 /2/20 DATE T/2 2D20 2 DRAWING No .ZO'- 6� 3. . .4 `� - t%*iEAL/SIGNATURE/DATE SH2� OF 20 6 it 1 L y _ . { �f O{ I Ct HV CENTERM r�,U ffIED FOR USE W/ HV BLADE 1: di;® ONLY Q) HV FLOATING CENTER 6063-T6 ALLOY AND TEMPER £' QU ED FOR USE W/ HV BLADEtI)& A ONLY ^r 6063-T6 ALLOY AND TEMPER n N PLAN IR FRONT 61EVADON ®HV MALE w 2t LOCKER FOR "Tw LOCK tENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADE1QONLY 6063-T6 ALLOY AND TEMPER ' 6063-TS ALLOY AND TEMPER �• 214' 31 QUALIFIED FOR USE W/ HV--BLADE 1=— A 6063-TS ALLOY -,AN M " r�'VAlilES;'12' A6N. � 1 4 1203/Db-10 (SEE OETAus) � ®LOCKING RODS QUALIFIED FOR USE W/ HV BLADE Qt % 6063-T6 ALLOY AND TEMPER 45)INSTALLAnON WILL REQUIRE A 7/1-V HOLE 6063-76ALLOY AND TEMPER �i W I 37s's GV OOALLFlED FOR USE W/ HV BLADE 1 ONLY\ 6063-TG ALLOY AND TEMPER ® QUALIFIED FOR USE W/ HV BLADEIpONLY 6063-T6 ALLOY AND TEMPERR'' 3.161 OR USE W/ HV 76 ALLOY AND TE tt/2' 1/4'P No. 44 67 TILLLT TESTING ak ENGINEERING COMPANY * STATEtF /�2p?� G= NX. xuSr.. Sa. 300. vim. GAno s. nowk 33 OR{,. ( TKwno : L30:>a'+—t0!t�o:3os)aT1-t63t /QI1A � Imo"" ",'HNN1H !. SEAL/SIGNATURE/DATE WAL70 A. D311T Jr. PX FLORIOA U. y a4187 f.DIE Ow HOUSM eIAREL .,, 6A1RD PNNIED HV LOCK_ , i NV EGRESS LACK QUALIFIED FOR SVW/ HV QUALIFIED FOR US f`;W/ HV BLADE 1Qdc+ONLY._ BLADE 1Q& ONLY. 1-250 -o:D�-Este-. g5s" rwuC HEAD p'. �? 18' r 12t^ aoLD SCREW r�- Y Irr';'1:.:.'! - I-60' aFrEa aNEnnc 4f w fir^ J w BEFORE RIVETING 3�4 7j4UMBSCREW t /00-20 RIVNUP 1 �t 1r..:L. *SMES 6444 AL1MNUM (M4-T3 ALOO LARGE FLANGE 'ROM SNEEI KUM=. PARE % MO. AS MANUFACTURED BY AYOEL ® NV "Tw LOCK CHERRY TFATGRN, PAMIPPENY. NEW JERSEY 0704 OR EQUAL ®NV.LIFTED 6 R QUALIFIED F0� USE W HV QUALIFIED FOR USE W/HV BLADE Q ONLY. BLADE t ONLY. I f i i$I 0.875' Min. .125' Nan O j i I 4 --_ TNUNBIURN t t Qa ; 11 F OR KEY CYUNDER tae• Men BY RECENT HARDWARE MORTIS�CS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE fD& ID FLORIDA BUILDING CODE Non Nigh velocity Hurricane i 0'2020 EASTERN METAL SUPPLY. INC. A.S.&AIs KvABU� American Shutter Systems Ev. Association, Inc. I OLE 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 OR W/Q Kv !AWING No 20-164 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV_ lt( HV BLADE 1 ® HV BLADE 1A �® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL 0,)88"D AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD * - -®~ ®^ HV 2 3/4" ACCORDION PIN-W/ #8 HEAD N ® `POLYCARBONATE IMPACTRESISTANTHV WINDOW G al FOR ®WEE !f, n EXTERIOR OR ® % ® or ®3 {PIN REQUIREM&NTS AT EXTERIOR RLADIE KNUME MR I FY I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ... N$ BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV ®611+DE. PICA SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT S EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 "11 ", co.324•-. BLADE WHEN CORRESPONDING TO INSTALLATION SHEET 7. 0 (3) HV PIN ® OR ® W/ 1/2" O.D. 1/18° THICK S.S. WASHER TYP. 4�. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,e��. SHEET `?•� EL c I G cETall (1) OR 11 G) OR RV PIN 0 ORA AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE a FOR REQUIREMENTS) KNUCKLE °y+` I �) 1 i 2 7/6" MIN,i . CLEAR SEPARATION ! BETWEEN —f MADE i o OPENINGS EXTERIOR ►�� -- � --- REMBLY LAYouT 1' HV. BLADE SOLID&dA HV WINDOW BLADE DETAILS 1A HV WINDOW BLADE DETAILS N.T.S. ```A�IU171 NO.44 'Q °'• STATE •���•' •�`QRI' ...... � '' .- 6�� A2020 TIL7EC0, INC. ==ILco TIWT TESTING &ENGINEERING COMPANY Gass N.W. 3: ( 5)L. 71 3as W.Fm c(3305)s. FL%nDA1-153 33 Phana : (-05�71 n: tat Fax : (305)871-1531 a-m C t0006®a0L4am WALTER ADTILUr1 Jr. P.E. FLMDA Lk. 9 44107 �-"---�� F ;aGM� .J�``. ._.....�. .__ ... ,_.. 14V t5 ON a 625• BLADE .0625- 7 .D625 .0625 IeFTwEErI TYPICAL HV WINDOW LADE AND POLYCARBONATE HV WINd W DETAIL N.T.S.[ .v i EDLYCAR56NATE IMPACT RESISTANT W W -0 T' SAYER MAKROLON 3103 POLYCARSONATE 12' uw..F1 AjiCE RESINS, UV -STABILIZED GRADE OR SABIC TO BLADE IN M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 TYP(p1L PIZDP1ltTIES ~-4S E SI N&M usa.aPAm A10 •Pm 1m as S OOV GRAM AM a782 01043 mM' Oa43 m/0 TENiAE YG10 W&NUM AMDIM 9AOO 0.1 SAOD P.-J.FUDIMIN, STP MN AT ha.D ASH Ono 12A00 "A. IA"O P.I. ML Mt 1UMODVM aa3m, ASD1 07P0 340=0 P." ms,00a w,1. 1Ara+EO IZOO M a IWM Mm• CURP.M . Am tim 16 cT-" 17 rt-+e/1n Suca MINTY AM 02M 47.2 $ ".5 A xAx PALE or OUMMO A501 005 C-1 CLASS a-1 CLASS SELF x00WN AS1M DIM 1040 s 080 T AM 0i9S Tvau SW&NGM wro? WiANFRm' ASTM 639 0302 P4,L 8940 -L TMLE SIMS IEFORE Wf,1MEFM AM G36 1 6461 P.J. 8100 P.T. A.s.s.A, American Shufter Systems AssoctationA Inc. 4268 Westroods Drive West Palm Beach, FL 33407 .00DE(Non _High Velocity Hurricane Zone' 02020 EASTERN METAL SUPPLY, INC. BERTHA Ttt Accordion Shutter System H.V. MA E #1 W/ OR W/O H,v WINDOW MAM AWING No 20-164 TYPICAL i) HV BLADE SHUTTER ELEVATION N.T.S. No. 441 -o STATE 0 °.es ..'`Loam *NOTES ON HV LOCKS AND CENTERMATES: 1. YANIMM CONDITION !te ONE HV LOCK ® or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BF,L,OW 1[2 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR MST�TWNS�T ANY . ELEVATION. HV LOCK 2(� or Q� MAY BE USED AS AN INSIDE OR OUTSIDE LOCAL, ATTACHED 1U OR CENTFTTAfATFS W/(2) 1/4"0-20 x i/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICYIL SHUTTER ELEVATION. P TO TWO HV LOCKS OR MAY BE USED ASEAN INSIDE OR OUTSIDE CL LOCK CONNECTION OF LOCE OR FOR SECURITY KS PURPOSES, UCENTERMATTS OR SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCH ION OF LOCKS SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. L000NG RODS Q4 ARE NOT REQUIRED AT_tiURRICANE POSITION, BUT MAY a ® E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. CE. LOCKING RODS q§ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION LOCK®(NON HURRICANE POSITION). 4. AND R ANY SPAN NSS'TAALLATITO IOONS AT ELEVATION. HV/(LO)CK// ® SHALL BBE E USED AS AN OUTSCORNER IDE OR INSIDE LOCK. ATTACHAT TOPE& BOTTOM SHALL BECORNER USED. LOTE CATION 1bF LOCK SHALL BE AS INDICATED TY2' LONG FLAT HEAD SS. P.S. TWO LOCKING RODS ICAL SHUTTER ELEVATION.® MAAMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. OF 1/4"0-20x3/4'S.S. THUMBSCREW TO ® OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-204/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE. SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. B, uANnAM CONDITION /_ PC�R r= MOUNDNO INS LAMIONS• 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 W. AND FOR INSTALLATIONS AT ANY ELEVATION. HV 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. M.S. ®CA71OTOP NDF LOCK SHALL BE AS INDICATED MANDATOON RY.TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ FINER 1 IMATE ONE ALTERNATE HV "r LOCK MAY BE INSTALLED M UEU OF HV LOCKS OR FOR ANY SPAN AND I 'TALLATI AT ANY ELEVA110N. AL7�NATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK @ INCLUDES USING REINFORCING, 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/ 7/810 x 3/32' WINGNUr OR W/ 1/4 0-20x1" S.S.M,S. INTO A 1/4"Mx 5/8' RMJUTOCK MAY BE INSTALLED AT MIDSPAN OR 12' MkVMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 4 TOP AND BOTOM IS MANDATORY. *NQM . QN HD LOCKS A( CENT ATES: 1.. v � � ONE ALTERNATE HD LOCK �& MAYBE USED IN UEU OF HY LOCKS'2„4 OR V FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE. USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF RD LOCK IS TO @ H IS W/ 3 08 x 3/B' F.H. %S.MS.. AND INCLUDES REINFORCEMENTINSERT@ AS SHOWN ON SECTIONS HD8- AD AND C-HVC. SHEET 10. LOCK MAYBE INSTALLED AT MIOSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL. 02020 TILTECO. INC. IL EC'4�ae. TTLUT TESTING dI ENGINEERING COMPANY rise KW. 3M. SL. St.. 3w, VROM GWOU0. RORDA 33 PAcrro , (308)871-1530 . Fa t (305)871-1531 CA-000E719 WALTER A. TRUT Jr. P.E. FLORIDA Uc. / 44167 American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm 8eoch, FL 33407 2020 EASTERN METAL SUPPLY. INC. Accordion Shut FLV. DADE #1 W/ OR W/O R,V. No 164 --CONCRETE ANCHORS POURED CONCRETE ^ . - POURED ( OR CONCRETE BLOCK PC00t � �: �a CONCRETE,_., SEE SCHEDULE ON REQUIRED f 1 a'm-20x3/4' S.S. REQUIRED SHEET 13) CONCRETE ANCHORS }NINE SCREWS �.._ T REC REWIRED_.;`i�.r +` �..CO:-,^ r•^-h-..f - ,.t 'f {SCHEDUIE ON,i / '- oNCREANCHORS O.C.SHEQ$AEUO E�®12 t ✓ l f �,/,"(SEE.S MULE ON SHEET 13) ! ✓;r' f + 1• i ✓ J ;% i r` �'-" -, ✓ /'''t .. F wn �} r. 1 a°r2ox3 a' SS. -E4- EQ-y-,..M -MACHINE SCRM i f,. j1"E014-EO -i ! J ^!-`•"� 'I r`'! USING 1/4-20 NUTS rr - „ 0 12• O.C. zsW Mo.. i O 13 oR 5 © X y { ., i ✓ L ._ -- N !! I P D M I Y, r. —i i i 25V \ I -.. \ f Max. A,. I I _.d250• MaxF xsT �t i d5p/ y �✓` f ✓ .,. : OPTIONAL i f�" ,l F r ;' y� gPTtONAL ' I i i M ,- msom aA0Nls1ESCHED" df CLASS It OR2,T I SHMfIf M;1 jOR �i� i fly EXISTING L_..__._(siHsa�1EDuLE SEPARATION To SHEET ,1) i "+®e i MIN, SEPARATTLIN TO GLASS ._.... _. 1 G�°S .�� {@j¢ �..-. _...,.-..- (SEE SCHEDULE ON SHEET 11)' t t _.w.,.—..... ._.._.-.-,_. ......_... _.,......�..�. .w. ' EXISTING ` GI'ss— t _ ©yy WALL HEADED INSTALLATION HY WAI.Lt HEADER •INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE n. MIN. SEPARATION TO GLASS . M .. ....... . 1 � ��s�'�f°"0"' �� � ..-1, R � ' � 1�ggy- t EwsnNc �—(sEr SCHEDULE on SHEET 11) {j� 3 Ir yT0 tiAS4 (LFE I : ! ® I MIN. SWARATKIN TO GLASS :5' --. GLASS--" �`-t aAO (DATED rrlhh —(SEE SCHEDULE ON SHEET Tf)- t� 1 an sair to BAVM a Qg E%ISIINC CLASS-•w OPTIONAL i i i i. 1/4• Max. �.. ®. MaX. f 5 1{ E. E. D I� f f I- 1. 1 M �✓ /'_. 1 'L j }} 1 2 �- i1 g eM 6 00 1 } T f 12 oR t 4 i _.1/a•m-za3/a' S.S. Mrn. / ✓ % LEQ-!+EA PHIWPS 1Rti55 HEAD .j 1/4"0-20x3/4' S.S. PHA.UPS �� 1.j !F r ! Sy Yam., i .'' , 1 f: I ._ Qom) a MACHINE SCREWS USING ..„,? ...t .t�, ,a CONCRETE ANCHORS ? r._, TRUSS HEAD MACHINE SCREWS 2 f 4^•.---.6 -CONCRETE ANCHORS , ,, i 1" 1/4•-20 NUTS a 12° 0.C. (SEE SCHEDULE ON W/ 1/4•-20 NUTS a 12° O.C. i C rf�ICOf VCRETE _ /f 4 (SEE SCHEDULE � 13) t F rr" a -Min. ORCONCRETEBLOCK CONCRETE SHEET 13) BLOCKrE ,,tOPNCRETIE ANCHORS REQUIRED mullwo® HV WALL SILL INSTALLATION (sEE s1.)DULE ON O HY WALL SILL INSTALLATION POURED CONCRETE ._1 SHEET 14) -- - }r OR CONCRETE BLOCK WALL REQUIRED O MY WALL SILL INNALIATION, r S61fE a FOR „2171S MrPIsHurTeR . INSTALLATION DETAILS W/ E. 0. EDGE DISTANCE ♦ SEE UMRATIONS OF USE FUR 71'- es,mlNTLrN IG SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE BON SHEET 19 ( HV B LAD E IIM l Y WAD' TO SUITT ANY INSTALLATION. i' RAMA BUILpIt� WE Non ,High Velocity Nurricane Zone Iry1+l) �� 0=0 TILlECO, INC. ®2020 EASTERN METAL SUPPLY, INC. HA HV h1 ,,,*I TM " A Accordion Shutter System ■ ■ ■ ■ Kv elaD�.1 w/ OR w/o Iry vANDDW SAX 3 No. 441 7 American Shutter Systems txsewlmoH DATE oR, d„ev: MP *; * TILLIT TESTING do ENGINEERING COMPANY ' Association. Inc. I OLD 17-107 202 DATE: 7 2/'O STATE`a e3as N.W. 3MR St. St. 3os vewlNul cvoENs. ri°RnN ute •,• - Phone : (30S)871-1530 . Fax : (3A5)871-1531 4268 Westroads Drive z �a C01" West Palm Beach, FL 33407 s DR�A7WING No V �LSt•••••..... �'�G?, - .. WLTER A TUT Jr. P.E. 4 20�"164 L/SIGNATURE/DATE PLDRIDA U . 0 44107 s SHEETOF s CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) w", "'""n'.EDGE OF SLAB IF rAPPLICABLE ,rF raW i 1 T �+! 3)oR65) co + in s11 OF aa�0^c msTD V j(­­,4,j1)0R ON aGQ l0 F'IR Wal O)e e TEX SCREWS 0 12 CONCRETE ANCHOR: (SEE SCHEDULE ON I NRL tart+AnaN M.���,. POURED-''` f 2-E0 Q r - - r - r APPLICABLE -.•.....•�.�•.. f F.I,e �..,..�:_.,. - tr POURED POURED--' FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED a 91t'FT t9 FWfill r, •'I OR 1CONCRETE,'tF.n' --- REQUIRED - ----E D. -."•-. _.-"-E..___.�_...� r li TRENCH INSTALLATION Jam- _ VAUD ONLY FOR UP TO +70; -76 PSF A,S.D. O S DESIGN PRESSURE RATING & FOR SPANS PER 0HY FLOOR INSTALLATION t SCHEDULE #3. SHEET 11 ® HY CEILING INSTALLATION OF IF T,.....,._.._..,.._ .T CONCRETE ANCHORS WIN, t1PAR " P ...........e...-._„.ISEZ `.CNiDN,4..-_..........,... schiL O (SEE SCHEDULE ON oN sn¢Et s t p ....._....,,_..___..-_,.. .�. . y•....._.. I. SHEET 15) '/4'® At> r I 1 EXISTING i ON SIv37 1Q 7 EXISTING-i , t ' EXISTING +.._ A . TECHNOLOGY OR 1/4.0 Po21ai5 I O q• _., _. . GLASS yi GLASS "Ilsi�• su"'Arm sr «.,._• GIASS•—j T , r. . FASIENfRs TePrER+uia+oRs W/ MA)f, "t tEtL ^..CP.tutW. Tv '^ q�+y s 3/4, NON. aAaC✓y1[�1Ji O a' i 1 D R, air, FOR UP TO 6'-0' $PAN AND I ly 4. O.C. FOR SPANS LARGE{ TRAM , 4 W-0" UP TO 6'-O' MAX APRs i r'' ni x. `JSMANT AT I, FtSIEi+m lffan "" - 1' 1 , ' DTP•) (EM NOTE tt CN SIKET „ j 2• B ---(1 .il OF 105 %''D P - tOw3 4' HEX t 4 FOR UNRATw. 3/9 . V • "' i i t + "i WASHER HEAD E ...I 7 'x } `.f/,X L_ _ ,.._ __ ,�.TEK SCREWS i f CONT. SEAANF 1 #14X3/4' HEX HEAD_,""._ O.C. TEK SCREWS 0 9' O.C. St'�tA_,�_ '_ � 14X3 4 S.D.S. ' - I 1 y�. 1/4v 20A3/4' SSAS OR 1/4.0-20 S.S. M.S. CONCRETE ANCHORS o 4 4 + 7� j" 3 . / d _ 1/4" ,..-.,uslnG TH v-20 nurs W/ NUT Cy 9 0.C. (SEE SCHEDULE ON 1•/2L 0 9' O. C. St��"�_- r Mot.. ,;�,.� ✓ a:t2' D.C. �. SHEET 4) n` i- f / k' t I Y J" _ M - 5 % EACMG NON STRUOTURAL -] OR 18 I/2.„E .ttl�..^ .S'y .� -' LA.,,,,,, 2.00 MIN „ WAU. ITUN (oECORNNE EDGE OF i. l "" 17 18 3` I E D sv`. SU) r rr ^' SLAB IF i r . '!� f' •. O14X3/4' F.H. S.D.S. MIN "a•..1 7/B I" 1 7/6 �I APPUCABI.E.."• y t .. Y,._. _..;L _ ®9" O.C. .n ..._ POOPED CONCRETE ,y` J' �-• CONCRETE ANCHORS t`' SEE NOTE 13(b) ?; •� REWIRED . D / ;.' POURED CONCRETE -. (SEE SCHEDULE ON ON SHEET 1 ,SEE NOTE 13(b) ' OR CONCRETE BLOCK SHEET 14) POURED CONCRETE— ON SHEET t !Y j:.....i ..r_.,,.r. .-...,._..... _ ,.._.._✓. _ _....Tl..:___.:. REQUIRED OR CONCRETE BLOCK ` fREQUIRED s0UNTING INALLATIONOPTIONAL, POURED CONCRETE- gHV WALL FLOINSTA ON =QYER INSTALLATION MWMU4 SK DESPA PRESSURE +04,-72 p,l REQUIRED M.AWANBf SHUTTER SPAN 6'-0' (J HV RAINGUARD INSTALLATION t n : THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS : 4 E. D. EDGE DISTANCE .REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS CN SHEET 13) TIONS OF USE OR DANCE OPERABLE EXIT. BLADE ON SHEET 19 FOR �� ASSEMBLY INSTALLATION DETAILS WZ T BY BLADE 2- MOUNTING SECTIONS CAN BE COMBINED e, IN ANY WAY TO SUIT ANY INSTALLATION. FLMDA BUILUNG CODE(Non Ni h Velocity RUrr'Ccone Zone ,,otljlCl 0MO TR.TECO. [I'm 02a20 EASTERN METAL SUPPLY, IND. Tm \\CEN F •9 %���+�► Accordion Shutter System No. 441167 = �L C ease /'.� .S.AIe Kv. BLADE #1 W/ OR TM/0 KV. WtMW MADE American Shutter SystQms DESMPn0H DATE DRAWN : M.P *-/l(7 TILLIT TESTING & ENGINEERING COMPANY Q= F890Ci0IIOn, Inc.r OLD 17-107. 2tM DATE 7/2/2020 STATE N.W.., 3[1N St, SM 305, V=MA OOUM. FLORMA 331 � p . Phone : (W5)571-1530 . PDX : (305)971-1531 4268 WestToods Drive z DRAWING No O-ROIr. ulteroeooLwO West Palm Beach, FL 33407 3 20— �4 CA-00067,9 ,�"� ' • • • • WALTEtT A. TO.LIT ar. P.E 4 �'�'YtssPs/ANAL @`.`d /SIGNATURE/DATE FLCRUDA DO. ® a4167 9 SHE 9 7 2 i (7 1 F^ t(,'� a ® L_-. - � 0 - .� Aw HVQ HVA `'J GQ HVB ���®«O�® 'Q +®Q SS r POURED CONCRETE OR —EXISTING CLASS ©+O'®0°,©�'0+�.- 1 +®�©'T®m+ .�a REAU�,?EDE BLOCK WALL r € �.� — —— — 6 .�#�`�V*+�a n li $Y METRICAL IN _ 7 V 7 Mm.ARnnoH f'T{ C N M Es* _ i *®a�.®w®.�a (SEESCHEDULE 0� 1 i� /^'� OHTERIOR ®* ®oq O9 • ®°R®� ® GLOSS ON SHEET 11) i0 GIASS ON C� p@.0 ®� ® '. # iq -- i N (SEEORONAL C% i' _ ON SHEET 17�^•ii - (INTERIOR) .,', J _ �,.._._..•^ �• ! L _.I r0UT s�` r A OUT SLACK OUT 9 (EIRERIOR) EKDHVE :�** ,1 FIORiQA BU�LDiNG CODE on Hic jh Velocity Hurricane Zone Nill�ll // 02M MWM. u1C ®2020 EASTERN METAL SUPPLY, INC. ....•. te,y iA MVTM -�?'�\cEr, �'�'- F = ■ S :, ■ A Accordion Shutter System No. 44 6 �L E C',O ��e. ■. N.v aADE #t W/ OR w/o wv. WNM RAM TILUT TESTING do ENGINEERING COMPANY American Shutter Systems N. cs. oRMN DATE oRA er wr STATE F 149? 0WO N.W. 3W s'- SW 3M VROW °UMM NAx9t 3310 Aasoelation, Inc. , OLD n-1oT 2/ wTe T/Y soxo .• Ph... ! (3D3)871-1530 . Fox 1 (M5)871-1631 4268 Westroods Drive s 'q�.<`'• F�ORL P •••�� rmon: ORwoeaa.e,m West Palm Seoch, Fl. 33407 3 - DRAWING No oKX E `'�� WATER` R"g,. P.E. 20-164 ''//gafINIH ��SEAL/SIGNATURE/DATE FLORIDA Q. f "t67 5 SHBEf ALTERNATE INSTALLATION W HV "T" LOCK & HV A " " LOCKS CEN E S 8 LOC ERA a Wj 1 HV B XIn COMMOM0M MWLS ON SHEM 10 ! to OUT w { IN �'� SAOEmsAcu DL7AR Nff. IN=TW ON SYM a O O��•® As wELL as tRNvt7agL FTaAmO eLAOE®oETAa x00 Hvo . a oA B • 7 E (O a P1DkATFD ON 7N5 SHEET, 4 7 M um W M 'am ALTETWA. i _CA-f\_L7�f#. fd_ NST PI rn Sa NOTE a FOR HV LACK® . 'T' LOCK. ON SHEET A t sws 9s- ALMKw (so2a-7s ALWtj uacE FUNcc TNw staEr uvTSERr, vAm / Oa2o, As iFNCtFACTURED BF AMEL cHmm' TExroRu, Fwes�REHr, nEm .aattn• 070Sa OR EOUAT. INSTALLATION (7-HV BLADE X , HD CENTERMATES DET�x A: Ott SNEE1510 � is - L--'-------------'--------- i (o -- 4 (oFgtowi) ; -- ------ *- 3ALs. o tY r F" Loxarc >R " IN (a) FLv- .__.__i-_..___'T..{. IN (�N.v. — it 3 ' , i WL 30 HV T" veas (TTr:} } ) � . so0a¢E I 3 LOCK (INSIDE) 1 61�, I ._..__.__ _3�/!.._ ^ s ) it"F'YZ"�'i-i^ . cK slur q 1 OUT 0-`'7,1/4" 0-20 x 1 1/2" S.S.M.S. e W/ 7/8"0 x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) - kn* RDA—HMQ** FLOATING 'STACK. SYAq�1EjRICAL_y—CjN� T� E�RMATES W/ &•SOCK LINTER ov SEE wM ON 10000mg IL1 a I<D® ww ON MW a 1Oa1E16I1 FlOuaO OADc� RTM. MOD-MVD 0 VALID FOR ALL OETRGKVM NWLC TONS VON WX(D fIOU BUILDING CODE(Hon High Veiacity Hurricane Zone - 02020 TLTECO. INC.® 2020 EASTERN METAL SUPPLY, INC. ,�.VIA.......: �r',,,,,y E TMA HVTPA, \`GEN3 �� ' /TME C Q Lae. A,,w5.A, Accordion Shutter System KV. MADE #1 W/ OR W/0 Kv WIN M MaaE a N0.441 7 American Shutter Systems V, RAT DRAWN er. A TILU7 TESTING & ENGINEERING COMPANY O S JWL 6Association, Inc. t OLD 17-107 /2 ONE am N: 7/2 2020 STATE �.W. L. b. 30. v= M MOENS• FW$Mk J31 -o'•, ftq : (305)871-T030 . Fox : OW)871-103T 4268 Westrocds Drive 2 DRAWING No .- % 1,nwoaaa•rom blast POIm Beoch, FL 33407 F4!4. ..... , �� �Af7,o20-164 C� xa�L 8rantsi SHEET 0 NA. ,;��`�SfAL/SIGNATURE/DATE __ POURED CONCRETE POURED CONOR CRETE —POURED CONCRETE OR f� i ` J��•-y "-POURED CONCRETE . ---.i ...� . ✓ /_ r r l �' % f";' OR W REQUIRED j f.;•"' r, "�"-BLOCK WALL REQUIRED -.--y CONCRETE BLOCK WALL t f OR CONCRETE y.: �.- .t ,••• V i'�. REQUIRED o f,. ,+' f.• BLOCK WALL REOUITtED�-.. / ✓ EXISTING GLASS/ r EXISTING CLASS CO ANCHOR rr 7� J/t ;,a!-_ EXISTING GLASS 9 16' OA, �IXISTINC G1A55 /` i :fJ .^. �' - X'' •,�' �, - �`^ s t 2' MIN,x- t•X -•2- MIN. " T - ,✓ `.K .F GLASS,( A9PL 5 � , rµ' .•.,N._._.., f. ._ 4'!„ r` MN. SEPARATION t `J +�` "- d r [To BASS (SEE EO -- EO ,'� r TO BASS (SEE '� 1 FWW D f �f _ a r ' � i 70 BASS (SEE SMEDULE ON ` 1 SOCULE ON SHEET 1/16"x3",MAX. ...�,,,._. ON SIEET,.iS Rmt •' . ✓' 11'•.F B(A!E AND r'y E SO1EDUk CN &EET % • 11 FOR BLADE OAN7 (6063-T6) CONT. � �`� QED - OWSfEET 19 � t f FOR EEA� ®A19 (LOCATE A7 ON SHEET 19 FOR ALUM. CLOSER 1 �r g ®&® /2' i ON SHEET 19 FOR EITH R SIDE s`• ? BAD & ® PLATE, (LOCATE 1/2'-- I sy t� d T-1 6lAlES®de ® OF 5�) �� S AT EITHER SIDE MIN:OWN !' 11r I OF& d�•'G" *USE 7" OR Z" M. 1/2' MN e t;r;x'._....._! gt0xt/z• sus..._ i q. �'. ---- (As APPUCAeLE7xrx1/eko-T --- , 010xi/z• S.u.$., _---_„_.� 9 18' O.C. -•' .t 1 + ALUMINUM CLIP ANGLE 9 18. O.C. 1/r --_— (6083-TO ALLOY) AT MIDHEIGHT,1V '7 tc ._.•. rvI (2)11/4-0 tTAPOONS S.M.S. To �A r. �/ I WALL AT 1. O.C. (LOCATE AT 0:_ I i siDED ca' vltxci oN O OR S # EITHER s,DE DF p) ,i (j ORSEE ®' 1 (DOR (w SEE DETAIL xFOR / OR s TO TRACKS SIDE CONNECTION { ®m�lo©('7 a 8 1 :®� SEE DETAIL X FOR.i �� �.�+'•4 ® SIDE CONNECTION ��i- 1 u. 8 + 7 a 8 •° TO TRACKS a 6 .®a .:O f�w ®. ®s�.®'" TO TRACKS I a a ®•®a®•QUO•®°' �+®°'®'®ape •®a e a a �•®°"®•®�O.©' END CONNECTION DETAIL Q) END .CONNECTION DETAIL © END CONNECTION DETAIL 03 END_ CO DETAIL POURED CONCRETE OR`r— EXISTING GLASS CONCRETE BLOCK WALL EXISTING -�• .y,� ,r' r' REQUIRED' /- -REOUDiED-ONLYt&R SPANS GREATER THAN 12'-0' ` • MN. SEPARATION .r A?"x1I2 OR S.M.S4 _I "- i TO aA5 (gE �,; AFL SEPARATON�,, ✓ •' SCIEWIE ON SFEET' • TO BASS (SEE �;J�R I FOR BADE@AND CONCI2EiE hY..�.,• MIN. 5GEDLR,E DN SHOT d ON SHEET 19 FOR ANCNoR 9 ' 11 FOR 61AOEmAND �`f"�"' CONCRETE,-, r BIADES�& Q� 12' O.C. t ? ®& FOR.. �" r 4�.- -- ® ®OR' � ANCHORwas wk EQr `r fti lOR®ORf�OR 2" MIN2 MIN. ~� • SEE UM ATIONS OF USE FORS rr- .-, •--+ BLADE80N SHEET 19 OR OR OR 1 OR j d1EW Y ® ® ® ® ® ) ®' ' �1®a©•�, ®a R QA' ..�I. ©j®•�©,,,�•®„ �H -DETAILC1 OR O POURED CONCRETE OR E90�„S-O TXALLaATION ONCRETE e.ocK WALL REQUIRED HV 13LADE 0 OW B T �.®a®.p�p.®d �•®q®•®�,® CONCRETE OR CONCRETE BLOCK WALL` END CONNECTION DETAIL Q END . CONNEQUON. DETAIL © FLM eui(bDE Hoy High Velocity Hurricane tone 1tv�lCEp1E` _ No. 44 •fl' STATE. �i tCs+•'•..... rArr"( fill F 67� F ��� SEAL/SIGNATURE/DATE 02020 TILTECO. INC. �.0 0 ANC.. QAccordion A. . ■*i7clAw American $hYNM S� Aalsoc•IaiN9n� Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY. INC. iiH%!1 yiM Shutter System KV. MAX #1 W/ OR W/0 Kv WNW BLADE TIWT TESTING & ENGINEERING COMPANY 0333 N.W. Mk St.. Ste. 303, tIM= 0WOM nXRU 331 Ph= : (3D6)871-1630 . Fax : (303)871-1931 o-ma 6tt� 17 Bl. o A TIWT Jr. P.E. �0R0A tx. A ate? o DATE.DRAWN9r: M:r '. 1 .. OLD.. t7-t07 7/2/ OATe. 7 2 2020 z' DRAWING No A C 20-164 s E SHEEr E SCHEDULE 41- MAXIMUM SHUTTER SPAN* OR 'L " (ft.). FOUR $dt MANTES ®INS®/ & or (� or � n W/ ONE H.V. LOCK ®or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV i LOCK ® WM40 LOCKING RODS @ TOP & BOTTOM (SEE NOTES , � CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEUNG ASA ROM )) MOUNTING 1 - .. .`. .�._ _l+ L+ l_..�..._ ( 30 OR LESS 16'-0' 16'-0" 16' -01 1 B -W 35. 14'-io" 14'-tom 40! IV-10" IS-10' 1414-2' impy�-_ _g'j 1 - `s7' V_ 5_S 11'-10' . 12'-1' _ -.-. 1,i,_5:' 10-0' _ 10--9" �.9o...T''9,_3;' 9 10' -: i" 9- 2� 8 -9 ..7'-10' 130� 7'-8' .._._14_0_....... T-5 �_ 5'-11•. -7r_7s - _ �._g.--.. 165 170 6'-9 4'-t 1' 190 _ W-4' - - V-5" 6'_8: ^ 5'-6' 195 S. 205, SCHEDULE 402 MAXIMUM SHUTTER SPANS` "L+" OR 'L-" (ft.) FOR INSTALLATIONS W/ ONE HV LOCK or&® W/ NO LOCKING RODS (SEE NOTES t, tt) CONCRETE"WOOD w ahAw ASA. OEM INSTALLYI PREMUM WALL MOUNTING Raw h FIJOOR/CEWNo MOUNTING RQ 30 16 0 18 D �4 35 14'=10' _ 14'-10' ..__ 40 1J'-10' _tT-1O' 50 .. y 55: '' ,.... F65 ...._. io 10"' IV-10" 70 -80 100 6 9 e 4 i i s - e'a• 7'-3" 120 -135 7 -7• 6'-2'y - ._.._140.-.... i__g 85 y 190___ 6`4.. _.. 4._5�. 195 S _3� 4 _3. 200 6'-2' _4Z' .205 SCHEDULE 93 AXIMUM SHUTTER SPAN* "L+" R "L--' (ft.) INSTALLATIONS 8t W/ ONE HV LOCKS OR W/ NO LACKING ODS (VALID FOR MOUNIWG Q SHEET 7) - CONCRETE A3.0. N WAUATIONS � F1. WCIaUNo MOUNTING OR ( SORT 1 FkOCSATALL MOUNTING 30 16'-0- _ 39_ 19'=2'_- 16'--10'� -- 96 •_ ._ W-5 ill' -1' __..70 ,.+ _.8 ... 79 INST , ATION LEGEND CONCRETE & MANSORY WOOD WALL 'F , C� E, M, N. 0. P, 0, MOUNTING K W L R. S, & V. FLOGR/CEILING MOUNTING C, H, f�lj,1, J T. U. W & X & M tlillb' 0 MAXIMUM SHUTTER SPAN 'L+.' OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. 'i' HV CORNER CENTFRMATE a3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION g2 NOTE #5, SHEET 5. _ tt EXCEPT THAT MINIMUM SHUTTER 'SPAN 'L+' OR '1.-' AND MAXIMUM A.S.D. DESIGG PRESSURE RATING FOR INSTALLATWNS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TG KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND B'-O" SPAN, SEE MOUNTING MQON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E_1996 SEPARATION TO GLASS 1 THRU 3 1" Q HV BLADE 11p IIU o2ozo nLtEco. INa. No. * ; STA �dc •., C0 ei 1. _ OF ►OP' ti • TILLIT TESTING & ENGINEERING COMPANY 6333 NW. 3WA. 51. St.305. 1WXMA GUZIMIs, fLWIA 33 tnwne : (3GsIe7. maRl-' >t«oG-L �n-1s31 CA-oaos7lo WALTER A. 18LTr Jr. Pr FLORIDA Ua 1 44107 'A,•kt`�..�11` An$..s.A. American Shutter Systems Association.. Inc. 426B Westroods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. WAPROCEDURE TO DETERMINE MAXIMUM WALL MOOUNTINGS(TOP/B0170M) ORFLOOR/ EI FOR GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'I. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lf+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: U MAX. SPAN FOR WALL MOUNTING INSTALLAIKWS, L2- MM SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO 1X MINIMUM BETWEEN 'Lt+'. 'L2+', "Lt- AND 12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAM6AW ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR © 2020 EASTERN METAL SUPPLY, IRC. Accordion Shutter FLV. BIADE #1 W/ OR W/O ITV. WIC tAWI" Ndn 20 9 MAN COt10RE1E W IMM X a':a.0 ATM ON SHM17 e A WALL HFAO AIOUNRNG (AjWALL HW 4 OUNfNG ® wALL HEADER MOUNTNG 0 WWU: yOtINI1NG WAU. S MOUNTING C & ER/SfLL s;0! MOU G (fQ ASA 06701.1iTA1NE PI®Ifi ¢0. Wa E�T.P ASA E waa OaE9 oN- w7aE .Tsao RAT`lae10 �0 40 7s e'o 0 21eo ads 30 'ioCA? w i4.17 10Ae205 o o s 0 o 0A.e5A 2oes 0 e e a 11 o e e 14 i a 10 a a e e i z 0 0a e s1e aem : i2 a a e e1 2 70e i1 11+T14 ae 1 10 I. oo eu iso aa i e e a s a e' 8' a a earloa ea r 14 12 e 1 12 14 a 4.�.4 10 oee '" ,ee %t (a1 2 10.:i `a s ait ' "9 .a" 14 1a ' 110o a7 =1112z ifRo oao `aas s ee'3a" e If- 12l00 s' ee ' 4t +4- to 14 ii fo" -a- �- 12 10 e e ' i ee 'e i s 1oa i a e iz 10 o `ea e i e =e :aa e14 ' a4a 14 11 10 9 a e 4A - 14 12 10 e a a e 3a 14 12 10 D a e a e u 12 o e 5.� la iz '10 D e e sA 14 ii fo `e" "e ..1.._ e e !1 a 1z fo e e e � _a e' ii ti 10 e e � - u 1z fo' c a e` e 14 12 10 19 a &5 ' _ 1�� 12 10 E �a 4_e: - 14 '14 12 Y0 9 _ B' 0 -a 0 ! 14 1T 10- i E 3 - 14 12 10 D' a 7' -. E ! a e e 7 1{ 14 10 B a .i {. = 14 1 f0 ➢ a 0 0 J9 12 0 �D a. 6 8' 14 11 16 9 'a - 14 12 11. a a 7A w B 0 8 0` a TA tsA 4 14 12 10 a a - 14 1 10 0 e B 4A - 14 to 10 e 8 e e a 14 12 0.a 73 - 4 - - 14 12, aA 7A es 6'-G• 14 12 10 D 'a bA' - 14 12-'W__9 e" a 'B 4a - is 12 10 a "a ' a -a 14 12 10. a. a '4"'- -- I 12 f0 0 a @ 4 = 'e a e 8 a 0. a jA 11 11 1D Y . E 3 - - 11 1a f0 8 . a - = 1� 12 f0 e a a SS JA 1 , - 10. D 4A :- - 14 11 10 9� l3 '4 - - a E 8 0 7A :SA 4 J 14 11 IQ. e' e 6 = 1T M 10 a e ''e 1 4 - '14 12 f0' '8' E 6 'B 9.5 14 14 10 9'' °8' - 14 12 10 9 E 4.3 - e' �H, a - e +s - 7`-0 I 2 12. 79� B 914 a, 4 - - '14 12 i2 IO 10 6 'D -e 0 eA 63 3 J r 1A 14 12 12 10 10 '10 9 a '6 a 6_ E , e_ 1 14 12 12 0 10 3 9 _- 0 - -' 14 14 17 12 D 10 aA 9 0.9 - 7 - - - e 0 8 8 a BA 8 BA a _ 8 3 -. iY0D - 14 7�L 0 9 a 4 14 18 9' 6 7 1 14 12 90 59 - - 14 12 f0' 6S 12 10 9 7A 79 =' - 1{ t2 10 9 B B" -"14 73' 10 9 B B 6 - 14- 12 10 '6 - 14 12 10 aA i 1= _ " a a" e` a 7 '1f 4 - 14 14 12D 12 4 �10'B a SA &tS 3 '-' - -'" - - 14 14 11 11 10 10 0 9 _ aA _ _ 43 - --_ - 14 14 12 12 10 t0- a B a - 14 1-4 11 12 7 10 - 7 j - 4' - - 14 1t 11 12 1 Y 0 3' "8 e e a a 7 eT` 14 1a 10 bA ! - - - 14 1Z 10 9 a -, - 1{ 12- 10 6 . 8 SA = 12 12 8.S 3 - - 1{ 12 83 7 4 - 0 - a B 7 Qa 4 'T - 14 1Y f0 e S = 1{ 1: f0 9 a' 4 - 14. 12 10 9 e a = 14 1x 9A - - 14 12 eA 7A 4.6 _ -- 14 12 .10 8 4. -, ^, 1 - 11 10 B T6 - 14 12 10 e 8 - 1 "4 - ,-, -_ 1� 12 10 '9 fs -" ' Tf' 12' 10 9 8 _- - - 14 11. 10 b. - - - - 14 12 10 0 6.6 - _ - e a a s 8 0 3 ti 14 12 11 0.5 10 4 6 1 __ - = 1� ' 12 72 i0 iD ­9 i IiX 7 - - - - 14 14 12 11 10 TO Y "9'_e. 7.S - - - 14 14 1.8 12 4.5 9 - _ - - - - 14 14 11A 11 7.3 8 8 6.5 - - 6- 0 8 8 7A a' - e was 4 4 - 14 14 12 12 aA DA b 8 J.a. .A6 14 14 12 72 f0 ..., 10 D _.,.. . e 6S _.. 9A -, - '- 14 14 72 12 10 10 9 d,' a a _-..c. } ' , 1.6 14. 6A 12` 7 - - -' lA 14 fLa f2 5A i0 - .6 - 6' - r- " 8 a'a 8 5.5 4A - 10'-0 14 12 lf.S 3 - _ " 14 12 10 _e_'!"' " _ - 14 �/2 10 a " 0 ^-it,-w�., 1+ 0.S 3 1 - -� 14 10.3 7 J:a -�� 0 0 7 S:0 +,S!S- 14 12 0 4.5 7 - 14 1a 10' e 0 - 14 12 10 e� a • - -` 11. 11. - - 14 14 7A - _ 8 8''S� a 18 14 .12 7 y - - - - 14�IIT2 10 - - - - 14 12, 10 - - - - os 6' - - - - - o$ a 6 - - - - - B a e A 3A 11'-0 11 12 '7 - '- _- - -, -_ 1;_0. -_-,--14 12 10 -.. •� ^ - - is 1T _- S = -- ' - 14 '2.S tY '10 `0 14. 12 4 - _- - - 140 - - - - 1�., 14 11 12 10 10 .- - - - . 2.8 SA 93 10- =-' =� - - 14 DA 10 - 7 - - - - -_ 8 E 6 e'J� 7� 93 { 4.a - 314E3f0 - "- 14 12 10 - - 14 12 10 - - - 8A 7 - - - - - - 9A. 7 J.6 - - a 7 4A &5 3 - - 12'-0� 1{ 12 S6 3 _ .,-_ - - - '14 14 12 10' _ - - 1144 '12 10 '= = _ _ - is 12 _4 - - - - 74 12 10 - -' p 9 'B '8 8 8 3 - 14 12 'S - - - 12 0' _ _ - -14 12 f0 - - iS d9 -' - - -'- - _e - 14 12 - 14 i2 IO - -� 14 12 10 - - - 25 9A - - i8 G.6 U - - a e 14 12 - - 14[12 - _. _'- - 14 tz - - - - - 9 4A - - - - - - e - = e- a.e 4A S3 3 - ,- %x - - - -- 1 12 - - fa12 - - - - = 14'"" a i a 4A2" "_='-_14 +z -_--04 as -_ - oA a = - - - - =...a- - 14'a - - 14 12 - - - �- to b J _ _ _- _ 1A 8.a - 14 2 _ _ _ _ - 4 iT - - - - - .14 12 - _ _ _. g _ _ _ _ _ a e -_ - - - - - a a 4 3 - - - f1 '12 - _ - - - 14 IZ - - ._... - _ - - = 10 12 - -.r - - + 14- Y� - _ - - 14 12T� - - - B a 0 7A _- 14 _0" 1' 7 = - - - - Ti 12 = _ _ - - - 14 12 - - - 0 '4 - - - - 10" %6 _ 6 7 ,a - 14 to - - 14' 12 - - 14 12 - os 4 - - 0.5 a 1 14 - - - 14 - 14- i+ `= - - _ - - f - - = 14 74 4aa 14 4 14 7 ta'-0114 to - 1{ 3.5 14. 14 - - 1'- - - -" - B.S - - - Y- •• - 9.6 - _ - - - - a 7"'. '4A - - - - _ SPAdNO (END �TAPCON OR� TAP,COOVE0.ADVANCF.P� �READFOi2M..7ECfUdOLC-00. GG-YY- ALL POINiS7SOL1D _&ET -.ram BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE UMYATIONS OF USE FOR BLADE ON SHEET 19 HV BLADE OR In HV BLADE Wf & 'HV WINDOW BLADE WORKING IbI UNISON ���f,�11 ��``P• CEN No. 441 * : * STATE y�''• p F CORI ay FS'' • T _- -_ �. I}`�e - o2ozR INC. ME C O ■5 •S■�■ Atnsrfean Shutter SYSMMS Association, Inc. 4268 Westroods Drive West' Palm Beach, FL 33407 02020 &ASTERN METAL SUPPLY, INC. BERTHA HV Accordion lion Shutter System FLY 13 #1 W/ OR W10 Kv. WNIM elm TiWT TESTING & ENGINEERING COMPANY e337 rLW. Seto. St. se.. 303• VMGM ONMN% FLOM 3316 Ptmee : (305)871-1530 . Fa : (305)871-1531 e-mn0; Nit.00eeaQom a-000S71D WALIM A, 11LUT a1. P.E. F1ORM Um i 44167 • N DESM ON RATE TAWN M U.P I OLD 17-107 2 202 RATE: 7/z/z0z0 1 DRAWING No 20- o s 4 ,....... 1- 5_ - - - - SHEET & H ON SHEETS 8 t POUND COIAAW40ONOMITE 0O1K POUND CaN rm s7AN EOWALL SILL MOUNTING © CEILING MOUNTING 0 FLOOR MOUNTING (N , SD. DO , FIR 09) ks ksa -... 30 40 ^W&ONE 50 76. BO .._ 1.10 180 2 30 _ 40 -...._..... ED 76 60 _,. 12A 150 .. 205 3G .. 40 80 78 ... 80 120 __ 18D 205 14 12 10 9 e: s' Sa 4 2 B L 6 14 12 10. 4 ! a. 6 B - 14 12 1 9. w8_ 6 e 4 12 1 8 a. R 14 12 10 G a B ® e T4 7 10 14 12 10 9 6 6 6 6 14 12 t0 9 6 B �! 7-14 72 f0 `fl E E 6 ! 14 12 10 B 8 0 8 .6 14 12 10 9 .0 7 SA 34 14 12 10 9 e 6 8 14 >Z 10 B 8 0 a. a 14 12 70 8 8 ! _ 6 6' 14 12 10" 8 O 6 BE 14 12 10 9" 9 B 6 9.9 0 4 14 12 10 9 e 8 e 1.5 14 12 10`. B 0 a 4 3$ 'Iz' f0 9 .e e a 4.6 14 12 10 9 a 8 8 6:5 1"`4 12 f0 ft _e ! 0` 4A. I{ 12 10 9 7a 3.9 3.5 - 14 12 10 0 0 6 a 5 14 12. 10 e 5 7 9a fz to s a` s ' e e` i4 is 10 9 e ' a a" a$ 14 12 to. 9 e a . a 4.5 14 12 10 G a 7 4 - 14 12 10 0 a BA 5 35 14 12 10- a BA 5 az 3 14' 12 10 0 6' 7a 4$ - 14 12 0 9 e B a 4,6 14 12 10 9 8 6 - is .75 14 12 9A 7a BA 4a - - 14 12 10 9 a 7A 53 4 11 12 10 9 6 6 {,S 3 14 12 10 B B 8 . (i - 14 12 10 0 B 8 6 6 14 42 f0 e e eA fi S6' 1q 12 10 .v 7A SA 3 - 14 12 10 6 7 " SA. 4 S 14 11 8- &5 5A 4 3 14 2 10 9 0. a - 14 12 10 9. 8 a.5 5 t4: 12 10 6a a" S "•9 14 12- 0 9A Sa 3 - 14 12 10 9 a MI5 4A 3A 14 l2 10 7.-0. 11 j_ 10 B 0 0 _ - - 14 12� 1D 9` 8 7 5 4, 14 12 1 0 7.5 11 12 10 .0 8.6 `{ . - - 14 12 Y .. 7 6 4;6 38 r t4 �oa 7 ss- 14 .12 10 &S 7 4 = - 74 _I 10" 9` 7.S 88` 4 - 14 12 8 7_ 7.5 iS - . 14 1 7U 4$ - - - 1f 12 f0 9 7$ 69 4 - 11 12 9 7 6 4A 3 - 8'-0' 14 12. 10 a 6.'S - - 14 12 10 .4 B=_ 14 12 10' ,.e_ 14 12 0.>! _ "T 65 D - - 14 12 B 6a K 4 ;` - RA B.6 6" 0 4 3 - - 14 Ti' 9A ]A 9 - 14 12. 9.0 0 1L'1 6"" - 14 1Z .e ti. ea 4- 13 9.5 BA 5 33 - -_ - 14 12 10 B 5.6 6 - - .1{ 12 a 9.5 ♦ - - 8.�. I— 17t 10 V 8 `4- = - 1'{ 1P -1t1' Y- ].6 IA`- - 14 12 !.5 7 5A 4" t817A''14 6 = 14 11 7 3.13` 5 j.5 - - 11 ! 8_A 48 ]A - - 14 f2 'E� 8S 43 - _=:j=� - -LI 12 !.S 7 'J�-S 1 -" 14 f0a 7 Sa 6 43 - - ta a$ 5$ 4 - 14 ffi 7 e 4A - 14 10'-0' 14 12 10 9 7 _-_ - _-_ 14 12 10 6 6 "3 -- - t♦ 12 !. 6- 14 t0.8 -7 a' 3.6 - - = 1�` 9b air. 4 = 10 ]a S a 5_- 1♦ 11 7$ $, - - 14 ld _ d S 4 _- OA a 5 - - - - - 14 t2 a O.s SA 13 to a s 11 1-0' 14 12 10 - - - - - 1{ 1 - ® 7 8 4A - 14 10$ - T 6A 4a S„6 _ - - 9" a 1 T.F; 4 3, = _- _ 8..7 46. is' `7` - - i4 10` 7 = - 14 105- 6:B 4$ -" �" - is 65 6$ 4.6 76 = � - 9.5 7 1.3 - 6 5" - 12 9 6 A6 4 f4 12 10 - - - - - 1� 12 'B b3 63 _ _ - 4 = - 1A 6.5 4a '- -' 11 8 IIA 4 5.8 - E 6 4 3 - - _ - __ 9 a - 14 109 7 5 4a- 13'-0' �{ 12 - - __ = = = = 1 11a >.5 e - - - 12 "a" ae `4 - OJ3 8 4 3 - - - 5 ba / 3 25 ILy+ -.• - - - - - 12 0 '6 1a { - - 9A 5 ` 4'. a 3. 9.5 &0 6 - 0.9 7 e 4 14' 12 - - __ - - -" A4 i0_S 0- _- - - -" l as &I, is. -- _ 10 7.5 - - - - - B 7 4A 3a - - - 7 6 915 -3- - - - - 1$ _- _- Y 0.5 4.5 - - - - - - 12 9 - 9A 7 4.3 - - - -_ 16'-0' 14 -y - . - - - - - 3 10 0.S .8 _ ,6 .. _ - - - - • _ - - = - - - as .a 3 - 10 - - - - - - - - • '= - - - - - _ 1_A 5. s 6A a TIF _ 17 _ _- 0-- - 6 4a J = - - - - - 7 e e I. ANCHORS TO SUBSTRATE SHA1L BE AS FIDUAft (A) TO EXISTING POURED CONCRETE (Mn, fo - 3 im) - 1/4'0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. SUIIAIX. (On. fc e 3 keD - i/4'0 It 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT ✓4 SPECIALTY COMPANY. (Wn. fe - 3 k@0 TAPCON _ OR - 1/4*0 8LUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Min. fe v 2 koi) TAPCON WITH 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT. INC., AND DISTRIBUTED BY ALL POINTS SCREIN. BOLT & SPECIALTY COMPANY OR ANY THREADFORM TECHNOLOGY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WON THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. (Min. fc = 3 ks)) ALL POINTS .SOLID -SET NOTES: . BLUE TAP W/ CAP A1) MINIMUM EMBEDMENT INTO POURED CONCI&'LE OF TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER• TAPPER+ ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ CAP ANCHORS S 1 1/2'. • sFE A11- OF um RA ,, F -3 6 F 7 F 0 . F A 1 A,2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SWILL. BE PERMITTED. 1/4'0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LONG MiNIIJUM SHOULD STUCCO OW, AND 1' MINIMUM FOR WALLS wnm ND STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SAID WALL FINISHES. ANcHORWE SHAD. BE AS INDICATED ON NOTES Ai) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDNG OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH META. STUDS SEE SHEET 20. (B) TO Ei05TING CONCRETE BLOCK: (ASTm C-80) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUUDEX. 1/4'0 x Ale ALL POINTS SOLID -SET ANCHORS, AS OMMUTEO BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS OnW, INC. 1/4'e TAPPER+ ANCHORS AS MAFLUFACLURED BY DEWALT, INC. AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCATIOH, INC. NOTES: ILI) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS S 1 Ile AND TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1', 8.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALT. Be ENTIRELY EMBEDDED INTO THE CONCRETE SLOM No EMBEDMENT INTO STUCCO SHALL BE PERMI TIED. 1/4' 0-20 SS, MACHINE SCfION USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEEO BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SWILL BE AS INDICATED ON NOTES &I) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT TMS ETNOINEER FOR INSTALLATION INTO OPS WITH METAL STUDS SEE SHEET 20. (0) ANCHORS SHALL BE INSTALLED FOUOY6NG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS,• MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, REDUCED SPACING OBTAINED U59NG FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TIME. FACTOR ACTUAL EDGE DICTANGE TAPCAN TAPCON THREADF RM TECHNOLOGY ANCED 'ALL POINT SOLD SET BLUE TAP W/ CAP TAPPER Relt + Al2No E.D. MIN. SPACING - Zr MN. SPACING _ 3' MN. SPACING - 3 1/2' MIN. SPACING 3' 3 3/4" 4' POUCONCNCRM BLOCK & FOUND L070iEtE aDFCISIE BOOT CONEDCREEDIER BLOCK & POCUONNCCRETE BLOCK CONCRETE PWAaD CGK»EIE ORIQETE BIAIX MR. -3. UK M.-3 I/r Mf1 T-0,•21/r M M EA•J 1 EO-r bM ED.-31X Mx CD,.2 1/f 3' - 1.OW 0.20 1A - 0.78 .. Mate.1 3/4 - 0.91 02020 TLLTECO• INC. 1�. TILLIT TESTING & ENGINEERING COMPANY 0336 N.W. 3M St., Ste. MS. VRGHM GkgDDS. FLdUW 33 Phone : (305)671-133D . Fox: (305)871-1531 e-=a: tUte00000I.co1n CA-00DO719 WALTER A TILLIT Jr. P.E. FLORIDA Lie. E 44187 A.S.ST.A. American Shutter Some Aeaocluffon, Inc. 4268 Wastroods Drive West Palm Beach, FL 33407 EASTERN METAL SUPPLY. INC. Accordion Shui H.Y. S AM #1 W/ OR W/0 KV, CAWING No 20-164 4 POURED Man 1W1LK OVEN g 1 T,',O 1 .._ _@)RAINGUARD MOUNTING - _. (R)WALL/FlAOR MOUNTING QWAI4AM LK OVER MOUNTINGNDt1N11N (N . ._ owrB.BNt 11a� TA04C _ m_ �i tlkvK-' mmc mm 1_B'A_M mmm wm,bd 4= om IH: K Rom_ RAMC W'. JO b 75 8D 12D 1BD 20S _ 30 b. 60 75 80 120 160 205 SD b Bfl 75 90 120 180 20S 30b 80 75. 90 120 i00 205 1 2 e a 2 12 I2. 2 1 3'-0° 1+ 12 io" s" e" e e e 12 12 1z i2 'i2 li as i' 7 i' 7 7 i `i'` 7 s 6 s s' s 5 e' a R 14 12 10 B 8 8 a E 12 12 72 12 Os ! e 1,5 7 7 '7 7 7 7 b b B. 5 6 6 14 1210 9 e ea e" �s".i2"12-t2 ix to. is' D.' i 7`7. i'" i' �.7 7 6. 8 -6.. 6 c s s s 1+ 12 1B 11 a e e e 12 12 1x la 1s es 7 7 7 7 7 7 ab 4 5 s a 5 5 5 e 4 4,-0' a 1'z 1D' a a- -i a a' e u 12 lx12 i2` 9s 1&5-s i 7 "" 7. 7 7 � 7 fs5 s s s s s 4 1 12 14 10 10 8 0 .1 e. 9 a 8 6"` 3 12 14 12 f2 12 12 0.5` 72 e 10 D 7A A { 7 7 7 7 7 7 7- 7 3 7 7_ 7 6s 7' 8 a.S 6 b`4' 5 S 6 8 6 5 S8 B 5 6 8 14 2 10 9 a a 6 0 12 12 f2 1 9 7 3 4 7. 7 7 .7 eA 4 3 6 5 5 5 5 5 4 12 10 9 8 a` 0 e 17 12 t2 12 t'0' 7$ tS 5 4 7 7. 7 7 '7 7 7 7 7. S 3 a_ S' � 5 a 6 6 14 12 t0 Y 0" a e a 14 14 9. 7s a 4A 33 - •7 7 7 T 7 3 3.3 b B a 5 a S 5 4� 14 12. to 0 a s 6 e 12- 17 12 9A 6 8 43 7- 7 7� 7r 7 7 a6 -4 5 E b 3 ! b 3 4 14 12 10 9 e e' 8 a 2 12 lA 9 A 9$ 3 7 7.- 6'-0' 14 14 12 12 1 t0 B. D'a _e. 0 e' 6 e -a e 12 12 1'2. 12 i4 e 10 6 D 0 0 4 4A Y 7 7 7 7 �' 7 T 7 7"Y 7 6 '6 -H 5 S _6 6' 8 { {$ ) - 7 7 5s 8 4 4A - - 3 8' 6 5 b 5 5 S' 5. a 8 5 14 12 10 B t 0 4 a 12 �i2 10 e- a5 "s . m- _ 7 i T 1 14 12_ : 9 "a 6 0 12 12- ' i4 12 ' 10 B 9 e a" 'e Ti 12� 12 53 i -' 5 - - �_ J 7 7 7 7--- 7 7- d*' a 6 - E ' "B '!i ,' 6 a' 14. 12 10 9 e e "6' 6 6' t2 10 0$ 3 {$ S - - 7 7. 7 7 a5 5 3- - 5.' '6 6- 8 71 8 J.9' 3 14 12 10� 9 e" 8 6 12 12 Bs 7 15.514 -- 7 .7 7 7 7 5 -- S 5 5 5 5 5 4 - 14 12 d0 9. e a e - - 12 12 '1'�1�' as 7 as 4 3 - - 7 7 7 56 46 3 - - s 5 a 5 5 5 sA .5 S3 - B 0 1i 14 1� 12 10 1012 9' 'D A^ 'd 0 8' _e 12 B 0.5 8 7 4A 6 4A J.E T. 7 7- 7 7" 7 7 7 7 SA 7 4 7- 4 t� 6 a 5 B 5� 8 ♦ 3 J- 9 e: : 14' 1x 10 a =' 1x 1f 7.S e" a"' ab = 7 7 -.7 7A a 4A = 1 Z'- 14 12 10 s e e - - 1 ..5 7A .e 5 Ss .- - 7 7 SA .4 . -_ - 5 s . e g • - - 9,-O. 1{'. 12 10 Y 6- a ._0..; -- 12 Ti' - a.a (A 4 J -_ 7 7 7 _ 7 7 7 '0 J" 5 5 8 _3 6 6 9 i4 12 TO '9` 0 .- _^ OA B b '- 4 1{5 - - 7 ? 7 e 5 3.3 - S 6- a 5 4 7 -_ i4 12 10 9 e 8 - 12 10 S 45. - _ 7 7 7 as SS - 7_. D" !. 6 3 4 14^ tx 10 a a - - to os 7 0.0 W sb - - 7 7 5.5 41 ss - - -' 6 8 a 4s Sb - - 10'-0° 14 12 td"8 J� R". e = 12 71 5s a S 3s - - ^ '� 7 7 7' 4.6 - 6" 3 S' S S _ d 6 {$ 14 III 110E "- a - 0.3' - T 4`.5 3 - J 7 7 7 .'. SA 4A. - - 1f" 'B14 12 a - 12 D 6 6 7 a 14 14 12 12 t0 10 D a 8 e e 12 5b 4s J:S - - 7. 7 711 7 7 T 3.5 - a + 6 4_ 5 ai4 1a 'to ua a - - eb ENO 4 as S6 I 4" 31-4 12 10 9 a a = = ii aD 4 - - - - 7 7 7"' SS 4.5 - = - 8 3 6 s 4$ - - - 14 12 10 D 0 - - p- IA es 5A- {A. J$. - - - 7 •$ 33 -. r - 5 5 4.5 3 -_ - - 14 12. 10 B _6....- - - 12 eA 0b ^8..4 4J w. - 7 ,7 7 7 '7 8 J' _- - 5 S 3 b -S5 is 3A 12'-0' 4 17 1 8' 8 - - - - _.. .7. 7 B$ 4A3.8 - � - 9 14 12 TO 0 a - 10 7.5 "b E - " - 7 7" - 14 14.{J.-1-2 12 10 f0 9 9 e 9 - 1s 9$ a 4 4s 3.5 SA - - 7 7 a5 7 4s- 7 7 7 4.5 = a 3 5 a e tl 4S JA i72 10 9- . a� - 7 3.5 3.0 3 ti 7 lr 3` AL.g_ 4 S - - - .4 lA I 12 10 .. "0- _ 6•" - - _. - D _. 7. �, {:G m - -_ -. ._ - 7- __.....�, 7 32 4.5 = - - - 07 _ D 43 ..�.__ { - ._ - - 1 12 10 0 - - - 10 7s 5 4 3 - 7 e 4 3 - - - 5 a 4., i`4' 12 10 - - - - O$ B 63 4 J.S - 7� ,� , 7 �) _T' 4' - _- - 6 9 b 6 S 4 �t -4, T2 to a ' 4 .- 14 14 12 12 10 0 - -_ - - - - - - - - e 10 7.5 4b 5 Js 1 J _ 7 7 a.$- 7 7 7� 7b - - 5 B9Y S J 14 -. 18 iG- - - - 'a 4A 3 = _y- - - _ 7 7 4s- 7 J� 6 4 10 - _ _ - - - - - -_ 14 14 12 12 10 1 - - - - - - 9A •S 3A J = - - 7 i 5.a "5" S.S i.e 16'-0' 14 2- ID - - - - a .7 4.6 s - = - - = 7 ds4. - - - - e 0 a 3. ?It - - - - TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ M SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, -75 PSF A.S.O DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 J) HV BLADE ONLY 1 to ,....:.../r' 5 No, 44167 * A' STATE �'. �!��•<'' ��RI . ����''asS�ONAL - F � 2� ��� oNn A. .�,,..,.r,e11- am TILTECO, INC. lL E c o ���. ■ a ■ .. A S A American Shutter Syetems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 02020 EASTERN METAL SUPPLY. INC. - 13EfTHA1 HYTM Accordion Shutter System KV. W OR W o KV. VANDIV � dM / / TILLIT TESTING & ENGINEERING COMPANY eo5s N.w, um 31, 51. Jay vweona cuoa+9. 11awa 331e Phone : (303)671-153G . Fax: (303)071-1531 e'"0so°e°7iy w" u j 441 7 V. K. o c9lPna, DATE. b1AWN Br: MP f '. OLD' n-107 2/202 DArE ' 7 2 zo2o 2 DRAWING No 20-1 64 s 5 1 1 SHFFT sYM. _.IMLIM ASA DESIGN PRESSURE RATING (ry.e.f,� AND CORRESPONDING t� MINIUM AWHOR SPAQN (in.) � HmU E FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 15 & 17). u e �3 -T- F=;;e SOUTHERN PINE No. 2 W MIN. G=0.55, / SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2� MIN. COX �• 2 W MIN. G.oSS, SPRUCE NE FIR NORTH SPRUCE PINE FIR SOUTH DOUGLAS FIR W/ MIN. G=0.SO W/ MIN. G-0.43 W/ MIN. G<0.36 PLYWOOD W/ W/ MIN. (M.43 W MIN. G=0.36 tOUIMUY (N WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS . CEILING MOUT T FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGSMOUNTINGS WALL MOUNTINGS B.O. WALL B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M. N. 0 & R W& M, N, O & R M, N, 0 & R &'X P& 0 S& V S-& V S& V 1C O19W ROOICR®[alAi(�9[6- OVIIVIOET�lE Ilm fji) ia09mum t1WTlM W �Of1611'S I�9H 9016 (pfj nwom R7S9FE MIS - O5A1MOMM I!lS418 VEW " Lim1187@ERLS9R= 60) .DS am 1oL�R gnm �I7LISEM bA S9. R471T8JO1[Tt6151Emaw 30 40 60 7S OU OS 40 BD 5 BD OS 30 40 60 7$ 90 OS 30 40 60 S BO OS 30 40 60 15 90 OS JO 40 60 75 90 OS 30 40 � 80 75 90 I Sp 40 60 7S 90 DS 30 40 60 76 90 05 30 40 60 75 90. OS -LC'_O1 12 10 10 9 B 8 8. 6 6 6 8 12 10 0 8 8 B 6 6_ 6 8 6 8 12 70 9 8 8_ 6'. B 8 6 8 6 6 5 '4 4 4 12 72 12 1 1Z 72 12 iZ 12 12 12 12 12 12.12 12 12 12 _ 4;-0" 12 10 10 9 B B6 8 6 6 8 12 10 10 9 .8 8 8 6 8� 8- 6 8 12 10 _10 f0 9 8 8 6' 6 8 6 6 6. B - $ 4 44 3. 12 12 12 12 12 12 12 12 T2 12 12 12 12 12 12 12 12 12 -Stp` 12 10 1D 9 8 8 6 8 8 8 .5 '.9 12 10 10 9 8 8. B 6 8 6 8 S 12 70 '10 9 8 '7 .6- 6 6 8 6 5 6 9 4 4 -4 3 12 12 12 12 12 12 12 12 12 12 12 12 1212 12. 12 12 0 6--0- 12 10. 10 9 a 8.56 8 8 .9 12 10 10 9 8 9 6 6 6' .5 5 4.9 12 10 10 9 B ' .5 fi :.6 8 8 � 5 4.5 8 5 4. 4 .5 -.' 12 12. 12 12 12 12 IT 12 72 12 12 12 1Y 12 i2 12- 10 BA _ 7'-0" 12 7Q 10 96.5 468 .S4S 4 12 10 10 9 5 J B' 8 �6 3. 4'3.512 f0 10 7 .S - 8 B'. 8 S 4 3.3 B $ 4 4 - - 12. 12 12 12 1211 12 12 12 12 12 0 t2 12 12� OS 8.87512 10 10 7S 4S 3 B 8 3 1 S.S 12 10 tp 8 ' S -_ 8 6 '�J• j.8 . '37 12 10 10 - - 6 6 S .5 S 3 V 5 4 - -_ 12 12 EY 12 12 12 12 12 12 12 11 9S 12 12 •1S 9 7.5 .5 12 10 10 9 13 - 8 8 5S b S J 12 10 9 4 - - B 8' 4.S 4 3- 3 12 10 4 3 - - -B 6 4.5 4 3. 3. 8 9 3.S - - - 72 72 t2 12 11' 0. 12 12 12 t. 9.5 8.5 12 12 10 8 S .9 __ 1 ',; 12 10 7�S d - - 8 B� 5 4 3' - 1Y10 8 3 - - 8 6 ♦ 3 = 12 10 3 - - - 8 8 4 ,S 3 - 8 'S - - - - 12 12 12 12 1.585 12 12 12 10. 8,5 .5.12 12 9' 1� 6 S ��IV-0" 12 10 5S - - - 8 '6 4.3 - - - 12 10 4S - - - 8 .5 3.5 - -__ - . 12 10 - - 8 .S 4 - - 8 5 - 12 12 12 12� 10 &5 12 12 12 9.5 8 7. 12 12 8 6.5 i2'-0" 12 10 4_5- - - 8.8 ♦ - --- I210. 3.5- - - 8 5 3.5- --_ 1210 -.- - - BLS J.b =_= �_ 6• S _ - -_- -w 12fffio e.S 8 1212 ti 8.5-7"8 12 1.57A B S` 4 13'-0 w 12 10 - - 6 , 6 - - - 12 10 - - - - B S - - -_ 12 S - - - 6 5 - - - 8 .5 - - 12 &5 7.5 12 12 10 B 5 5.S 12 0.5 7 . 95 454 -0' 12 10 - - - _- ^� 8 SS - - - - 12 T - - - - 5 45 _-_ - - - - 12 7- -_ 4 S -� - - - 6 3 -. -•, ; 12 B 8 12 12 8$ 7.S 8 45 12 5 '.6 "5 4 2 - - - - 6 - - 12 - - S - - - -1. - 12 - - - - S - - - - 8 - - - _ - - 12 .S S 12 12' &5212 - -6--�-- - - - 5 - 8' - - 12 56.5 4 12 12 8 6.b HY BLADE OR (1) HV BLADE W f O N HV WINDOW BLADE WORKING IN UNISON* SIX �A man us19 FOR + NOTES ON ANCHORS REQUIREMENTS. WOOD SUBSTRATES, • 1. ANCHORS TO WALL. FLOOR OR SOLLO WOW 50f•TIf MALLAs Fat10WS 3. SUB61M SHALL Cok= OF THE FOLLOi1M -SOUTHERN P9ff Na 2 W/ C.0.46 OLDS) _ 1/410 TAPCON ANCHORS, AS 6NNUFACTURED BY I.T.W. BWLDEI W/ 10N07TAA EM8ECKHr AS a10I0ATED AT -DOUGLAS FIR W/ G-030 (N,OS.) FAOH SECDOPI ON SHEETS 18 St 17. -SPRUCE PINE FIR NOMH w/ C.o.43 (NA.S) EXCEPIIOtI: SEE NOTE 2 BELOW. -SPRUCE PINE FIR $OWN W/ 0.0.35 -MYI. 1/2" Cox PLYV=0 (Is" APA) 2 ANCHORS TO 7D HOLLOW CEILING SHALL BE AS PER MOUNTINGMOUNTINGTYPE U, SIUEf 17 AND WALL CONSIST OF fAO SCREWS AS PER N09 2018 SPMOICATIONS 4. ANCHOm SHALL BE INSTALLED FOLLOWING ALL OF 1FE REICOA86•NOATRIN9 AND SP17C81CA710f5 OF THE ANCHOR'S YMNFACTURER. by/ 02020 TTLTECO. INC. `,``U\\\\A p 11Ti �� IAAA� 2020 (ASTERN METAL SUPPLY, INC. q� r� y,, iA H1 TM P� • �ruEN 9 A S .S A Accordion Shutter System • • .- T E c: o �TNc. .... . . H.V. RARE_ 1 W/ OR W/0 H.V. WNDON I&ADE N0.44 7.'m American Shutter Systems TILUT TESTING & ENGINEERING COMPANY % DEscRwnoN DAIS auwH BY r 635a M.N. 39U. 5L. SI.• 30% vFromA GNI019. FLO816L 331 . Association, Inc. I OLD 17-107 2 CAM 7/2/2020 STATE Ptwrto ; (3a5)671-1530 . FU : (3M)871-I83I 4268 Westroads Drive 2 DRAWING No �' f P • • e ..;h tia- 'Tt.Le- West Palm Beach, FL 33407 a 4 yyQ� COR WALTEt1 A RWf Jr. RE,20-1 64 FLMMA Uc. / 44167 s SHE_fT - INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR V1 Hy & & HV♦ BLADES S. APPLICABLE SHUTTER A + — FOR T 0.WOOD.. WALL FNISH BE TED TO 105.0 psf, AS.D. -DESIGN PRESSURE, H A S "� :.. f�..•• °'r rAPcoN wrMrH" A°RDVANCEDA.S.D.DESIGN I FORA TIO 8 E 1 0 IN . UNISON I THREAOFORM TECHNOLOGY jr "^ f l d TAPCON OR 1/2' Mtn. PENETRATION I` iAPCON WfTH ADVANCED THREADFORM TECHNOLOGY -------•- -w- -- k•----,. OF THREADED AREA TO 4 W/ 1 1/2' Min. PENEM71ON OF THREADED AREA TO EXISTING yTpp t j EXISTING WOW HEADER. .��...e ° W000 NFADF:R. (SEE SCHEDULE ON SHEEP 15) 70 GLASS (SEERATM 1 ` - DOR Et (SEE SCHEDULE ON SHEET 15) r"r °; r ?` 1 I 1/4'd-20x3/4' SS. MACHINE p„- SClEOIRF ON S1EEr li. t ,....� SCREWS W/ 1/4"-20 NUTS 11 FOR BIAOE (9 } \ _ • 12' O.C. ON SI&ET 19 FOR i i 1' Min..-+. EXISTING s t?tADF5 m do lt r �j -yi, �`' n r`• d�':�i y 1 — "fQ- { �y y GLASS-4 \ 5, £ .'I... I i tii I { h s � I I �' I•, �t � (, �V-oPnoNa. ! _. � , s Y `EXISTING MIN.FlNISH ,I,I �( �;3R�,�I ' 9 �- 2"x4" WOOD I 1 ., �„ IXImNG NIN. ^. `� N"�.. HEADER REQUIRED � OOR � fl --_ 2°x4• WOOD ( A HEADER REQUIREDk ^•t i ?j Ir'd TAPCON OR TAPCON WITH ADVANCED EXISTING I WN, WARATIOH_a y 4 t t� <-THREJIDFORM TECHNOLOGY W/ i 1/2' �+�" I TO MASS (SEE r� ;1 ! Min. PENETRATION OF THREADED AREA TO SgQAAE ON StfET I EXISTING MIN. SEPARATION TO CLASS ; 'n tt �.. EXISTING WOOD HEADER. 11 FOR BADE mPt6) (SEE SCHEDULE ON SHEET t l) . s i { 4 E- I •.. ,(SEE SCF&DULE ON SHEET 15) fl ON SAM 19 FOR GLASS" !.._a....�...,..�ttL.l� 2'x4' CENT. SILL ,E,.r.•__, Bt!#Smla ®.. __._ -- W7...�:�• _, .�.. -_.. ._........_ .......w_ . _. _.- ..:._.:._.._..._......' _ °i PLATE REQ'0. ON IJV WALL HEADER INSTALLATION 0 BY WALL SILL INSTALL MH M BY WALL HEADER INSTALLATION -_ - e.__,.......__._,_ ....____ u.- .�_ .. _ _._..._. -� �_ EXimNc , fl MIN. SEPARATION TO GLASS I ..`•�_-.-~ I MIN. SCHEDULE N TO GLASS (SEE SCH(.OULE ON SHEET 11) __.._...- .j___.., 1' EXISTING (SEE SCHEDULE ON SHEET 71)'-"" It �`�� IXISTING � �'j 2k4' MIN. SEPARATION TO CLASS 11I •.....I t� /U 7T WOOD PLATE (SEE SCHEDULE ON SHEET 11) G��J I $ GL4S5- p NE20SxJ/4`55.5. REo'D: � _ 1/4'0-200/4" S.S. E �I fff Y I 'MACHINE SCREWS W/ fl USING 1/4'-20 NUTS ---WALL 1/4'-20 NUTS 0 72'- 1" "I Y q 12, O.C.— FINISH 1 ; 1 . ! ' 1 (I ? O.C. r� t' - ( "'j Y I ) •.., •;i t` ....YjL7,fORQ�O j t'--'CjOR ° E 2'x4' CONT WOOD PLATE i t RE0'D• c tI __...1' Min. iV 1' Min. k N r t I 3 •..— '���t q.; i 1 .c § !} 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 ' T ° ° •.• S 7HREADFORM TECHNOLOGY W/ 1 1/2' 2 x4 CENT 13 Min. PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WITH ADVANCED t IPy:. II, SILL PLATE IXImNG WOOD HEADER. } THREAOFORM TECHNOLOGY W/ 1/2' t. - 1/4'd TAP�N kr.. NQIE: REO (SEE SCHEDULE ON SHEET 15) 1 !I ? tt }1` } Min. PENETRATION OF THREADED AREA INTO PLYWOOD x t1 TAPCON WITH 1-SEE SHEET 4 PoR TYPICALi:t1......„!:.�1 1/2t MIN CDI�THRFADFORM GY SHUTTER ASSEMBLY. ....-,�,,._.a.., � *..._..._ x ., WAL FINISH (SEE SCHEDULE OIY SHEET 15) E ISTING MIN. 2'x4' PLYWOOD REO'D. \ W/ T/2' Min. OF 2-MOUNTING SECTIONS CAN BE (. t -1/2• MIN. COX PLYWOOD REO'D. STUDS 016' O.C. MAX.,,.,;:, g1AL1 FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'O. PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ® HV WALL_ SILL. INSTALLATION •1•0wmNG MIN. 2'x4" STUDS 0 18' O.C. MAX. REQD. Att CHED TO ADS IN - PLYW000 TO BE ATIAC"ED TO STUDS IN ACCORDANCE WITH t,1VSECTION 2308 OF THE F.B.C. SECTION 23M OF THE © HY WALL.. SILL... INSTALLMN � • � 710NS OF OF ©t,__�{, SIJJ I]�STALur1oN F.B.C. BUIIE/ONSHEET9 ROM BUpDiNO CODE Non High Velocity Hurricane Zone 02020 TILTECO. INC. 02020 EASTERN METAL SUPPLY. INC. eNs BERTHA MV7M z IO „�� ����� Accordion Shutter System No. 441 Hv 13lADE g1 w/ OR w/o Ltd. Ntt�o1T 19ADE * * / T1LUT TESTING do ENGINEERING COMPANY American Shutter Systems EV . IfES1YaPiNk7 tE : RA tlA BY: M.P STATE 0 f �� am N.W. JatA, SL, Sw 3A VMN" DAROEx16. FLDFMA 331 Association, Inc. - I OLD 17-107 nATE 7 2/2020 . f'. Phon. ; (305)8'71-1530 . Fax : (M)871-1531 4268 Westroods Drive 2 4 maa: Dteaomoaean West Palm Beach. FL 33407 3 DRAWING No 'AAVAiss�ONAL ` \A`v WALTER A TILLR Jr. P,E 4 20 164 /l FLM13A U. Q 44167 SHEET 1110011111111% .. SEAT./SIGNATURE/DATE I F .2 . WALL FINISH ! SPAN 6c DESIGN LOAD FOR INSTALLATION WITH BLADE WORKING IN UNISON tµ°� rAPCON as _ "U k.._. E EQ-- --EQ- -2' MIN TAPCON WITH ADVANCED 'Cl.4'xe° (Mint EOOSDNC (J •-ti rHREADFORM TECHNOLOGY WOOD BEAM REQUIRED. I I f 't ------ � r EDGE OF •""� ( W/ 1 1 2• Min. PENETRATION STRUCTURAL ADEQUACY / / j �„,;,;•_,� — YU� OF THRt m AREA To t/4•0-2ox3/P B.S. OF EX�WG WOOD BEAM i EXISiINO WOW HEADER. 1' PHIWPS TRUSS HEAD TO BE CERTIFIED BY (SEE SCHEDULE ON SHEET 19) t Min. MACHINE SCREWS i ; -/ e.{�-, j J i REGISTERED ENGINEER OR � I _. i W/ 1/4'-20 ITS ARCHITECT PRIOR TO �.�f�"_._m_. i - --` w __ i"` � OR pp i s T• EQ -EO K O 12' O.C. SHUTTER INSTALLATION. r r , -�� '/2 2 RAFTER O D.C. REQUIRED D 1/4'0 TAPCON ORTAPCON WITH ADVANCED'. : - - _ _ ' EXISTING SOFFRiv .237' THREADFORM TECHNOLOGY ' r Ff• "- / •Mac T104 qM17leLil Max. W/ 1 1/2' Min. PENETRATION �� 3 4 -1 OF THREADED AREA TO ryj �EQ EO j. ®14x3/4° EO EO•-i ,,,,._.•..,,��._�.__ 1'x4k1/8• CONL ALUM. TUBE i II TIONAL -..- 'j EASTWO WOOD HEADER. J 8063-T6 ALLAY) W/ ... # S.M.S. ---�1i---._.- ) •i. 7 .r f {SEE SCHEDULE ON SHEET 15) f M j Or Or O 6' O.C. i 1 ` t or Q or O f 3) H/1RAFTEIR OR rnuss� i.. , I 1 I It : _ ® © © I i ft . Si LOCATE LAG SCREWS AT E)OSTINO MIN 2-.4- _ 1. MIDWIDTH OF EXISTING WOOD O(ISTIgC---0HEADER REWD t -~. I I I OPEN HOLE AT FACT .-.' ^! MEMBER, (2' Min. NOMINAL MIN. SEPARATION TO GLASS ? I WIDTH) W/ 2' Min. 1 (SEE SCHEDULE ON. SKEET II)- EXI5�5 I 5/ST I LAG SLTO EPT s� PENETRATION OF THREADED ._..-_.»_...,...,......._...._..,_......_..,.._..._.............. .._.......;.. .. _n _, AT CENTER OF TUBE. I 3 AREA. YAIO FOR INSTALLATIONS WITH LOAD Mri SEPOWpiO+ I MAX. A.S.O. DESIGN LOAD AND SQ HV WALL HEADER INSTALLATION �„ mza � 6tl5"cLASS I 'TO INS AA ATIONSPAN. IIS ONLY HEADER VAUD I It aw toto 10 OR ®♦ � t�Ea E m�rm FOR W000 W/ MIN. SPELIFlC 1- SHEET 4 FOR TYPICAL SHURER ASSOAII.Y i a��k�-- ,.. ---,fir^•---� I BACM(D ♦ FIR OR SOUTHERN PINES No, GRAVITY OF OM AS 2. 2-MOUNRNO SECTIONS CAN BE COMBINED _ ' , '\:J OR ® OR EQUAL. IN ANY WAY To SUM ANY INSTALLATION.. OT Hy CEILING .INSTAL TIO 9000Mr r .,.,...;t.___..._ U,I S L 0 To aim on OOR 0* i .RY---.� MIN. SEPARATION To GLASS 1 -4 sofD e�® 11 FIR ' 7 I MIN. I I (SEE SCHEDULE ON SHEET 1 i)- E G'�'fi.ASNS� I ON SW 10 FOR � � TO CLLAND ASS 1 EXISTING \l eM6Qk� (SEE SCHEDULE I I 01 ( :I ION SHEET 11) IAL TERORTE.,. 9 WAL•L- -1 __....:...! I LOCATION`t I ! ,. 1 FINISH I I 1 1 4' I a/a' tsLL . p10x3/4 HEX G —I I �.•T I L— 21,8• MIN. WOOD N •� ©F. T, _, ......._. S/e , WASHE�t HEAD TEK I f. DECK REQUIREDp •- OOR 2°x6' MIN. WOOD----).,.� T' SCREWS O 12' me (NO FINISH o' 51 DECK fREOUIRm (NO __ ALLOWED) fTNISH ALLOWED) '^..-.")._...,3, _ -EDGE E I i/2 t 1�PUGDECBLE „.._..s-;E� ar6' DECK IF EDGE OF DECK 1 4 a-20x3 4• SS. ,-_---- APPLICABLE --- ^= IF APPLICABLE 1/4'0 TAPCON OR 1'. PE/OWPS TRUSS HEAD V V ._ .. !1 1i t ( u.0. 1 40 TAPCON OR TAPCON Wff1RADVANCED�!' t 2'x4° COIN TAPCON WITH ADVANCED ``MACHOJE SCREWS - --2.:. i �.� -:�• r . --.- F SILL PLATE I: THREADFORM TECHNOLOGY W/ 1 4'-20 NUTS �„ RED' 4 t•, W/ 1 1 2° Min. PENETRATION 1/4'P TAPCON OR TAPCON WITH ADVANCED THRFADFORM .-� THRFA01"ORM TECHNOLOGY W/ 1 1/2 Min. - 2 MIN. -+ O 12 O.C. �° 1' MOH. PENETRATION OF THHREADED L 1 OF AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED gRFA TO IXiSRNG WOOD HEADER. (SEE ._ i_ • r ». Exam WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) SCHEDULE ON SHEET 15 (SEE SCHEDULE ON SHEET 15) ) 0 }IV WALK —OVER ndM T e N ♦ SEE ATNNS OF USE FIXt OV HV WALL SILL INSTALLATION SLADsQ9aN SHEETto O HV FLOOR INSTALLATION FLORDA BUCODE Mon. High Velocity. Hurricone Zone 111{III)III 02020 TILTECO. INC. 02020 EASTERN METAL SUPPLY. INC. BERTWA IL E C O.t►ae. Accordion Shutter System No, 44117 — � • ■ � ■ H.V. TRADE #1 W/ OR W/o H.V. WINDOW BADE TILLTf TESTING & ENGINEERING COMPANY American Shutter SyStoma E,, � TRW nm GALE I a I?T: .P -o. STATE 0 • �4_� GM N.N. Ja1R SL. SIL 303, V.MM GM06, rLMM E31 Association. Inc. t OLD 17-107 2/ a9 X/2/2o20 Z 9 •.• Phone: (305)B71-1370 . Fox : (305)871-1531 4268 Westroods Drive 2 O FLQRID e-mos elaeaoaoL.ean West Palm Beach, FL 33407 3 DRAWING No CA-0008719 4s`S/ONAC �` ? WALTER A TILLM Jr. P.E.a 20-164 uutryE n .�. SEAL/SIGNATURE/DATE FOROA ua u11r/ 3 6 SHEET END INSTALLATIONS I HV BLADE OR 03 WINDOW BLADE INTO 2"x4" MIN WOOD STUDS r.r. MK anti t ,ruts MID. r.r fmL ttDOD 7MY W0011 f —'' jJ SAW fwD. .�..�+�• %•%iNtlpR O a' as t • , ;:) Lam: " l l . F _ F '? Fi®11 •. f \ � � 1 \ / �� r stew !➢f w/ -w• t y. 7 rotnRa<mM � � � • y K t - 1' ': sw fi MO S`-. 1 I I .•. M MO QA'S 76L - ...-.... __= :.° K� cn:St•+., ••, 70 B4� (sff n�m m • "�. 7heY3• -��-. (saes-n) txatf. 7rAL --14 toQq 7 �uEac maa a sm Ftxt a+ s9EEa$fFta awsjaja pg s fux+. a:�+ ,�"Ir etL wx v�>M000. eatsl®r �• tow AT vtttu�'� ' aa-- L._._,.__ LV10.1/r S M • • ----------�....�1 to oa 1e _ .__ s {; F.. ...., f..._..- i AIL X FDRJ mimi aoc vC • i s.110R ®a 5!I DEWY. x FOR ECTM iOR ®� To SWAM SE UTAL x FOR j, T'• Q O p• �.((f.®a / smE TO @-Qo'O-® ,®` smCOacDDR' '4�" Q-®-p'Q•p�•®^ C� S�"® Q�-l: ®` ✓ O'Ce?� C^�` ®•S�i C-0-® 4�- TO manta tl9 ®'© 4�-®•®- c•®-®•®-®•� ®•®-©•�.p•©- ace-�.�.® _ p•ca-®•ate•® [NO CONNECTION DETAIL ® END CONNECTION DETAIL © (9 END CONNE=m DETAIL Q END C&NNECTION DETML t=0 . RWW D 01.1Y FOR VAK WAM TMW 12'-a• s/4Y TAR01 �761 aIt1/r feLlDt�7xMnrso tr asVsewFSEE IJN ATIONS OF USE FOR G't m� i4 r.,171. -----•-•+I C 4• _�_ BWDE ON SHEET 19 .� h•. 1•. �a- Q311 j •••• S j ',,1L, U. Q OR Fraa1 Stir tart tow ? avi,'-(�`OO.00.O-�•C�` AND CoNNEC190N DQmL 12 1JAN DETAIL X 02020 TR.TECO. INQ 02020 EASTERN METAL SUPPLY, INC. cEIV �;'�'BERTHA HV,, No, 4416 =L E C O �i,�. A.S : S■A. Accordion Shutter System KV, SLADE #1 W/ oR W/o Kv. WINM BLADE i'fl'• STATE OF TILUT TESTING It ENGINEERING COMPANY AnleTican Shutter Systems DEscR PnoR a DrwvN M1+ • ''Z02a 4M N,a. sae. 5L, s1., 3M, VMM WfUM. FROM 331AasoelatIon, Inc. - 7 OLD 17-r07 2/202 DA1E: 7 2/2020 Phan.: (305)871-law . Fax : (305)871-1531 4268 Westroods 4DYve 2 i&F9,9 ...... \� rmafi un c.00et.e� West Palm Beach, FL 33407 3 DRAWING No 10AIAj j11 \\L�a wAL1ERCA 7�ND17f'J,. P.E -164 , - 20 P.E. SEAL/SIGNATURE/DATEFLORIDA u I +ate? a SHEET e 0 TYP. EA END ffy MAX. 5 WINODWS ALLOWED AT HV Ci WINDOW BUVOE �tt SEE END T 5 CONNECTION i �•.. DETAILS ON SHELT8.� 10 & 18 TYP. r- NLL HE1GITT. .y t `r I , bi> EDP ®•® CM`� (D� ab b full Hf iN it a Alt MI H a o> ©> o> o 0 IQL SOMT04 TO GLASS S -NSEE MULE GILL SHEET it FOR BIIOEm AND ON THIS SHEET FOR HA96 Q & V--------------- 1. MAX A.S.D. DESIGN PRESSURE RAIM- +110. - 110 pa f. 2. AWL Sll1RTETi SPAN: fE8• 1 ALLOWED MOUNTINGS: AL 0. 0 & H ON SHEETS 6. 7: AS WELL AS CMOUNTINGS TEM. O. T. U & W ON SHEETS 16 & 17. F��E��ANIWOR MUST BE AT VVIERIOR AOMS SIDE OF 5. (A) HV WINDOW BLADE 8 SHALL ONLY ALLOW A MAXIMUM OF 5 OPEIAHOS (T0 HONES) FOR (a PER BLADE AT SPACINGS SHOWN ON SHfiT 4. (0) MIN. CLFMANCE FROM TOP OR BOTTOM EDGE OF NV WINDOW BLADE J OF ANY 0 HOLE FOR SHALL BE 12'. (CC) BIJIO£ 1a BLADE COMING OUT FROM STARTERS AT DADS MAY BE HV (0) HV WINDOW BUM fO MUST BE USED ALTERNATE TO A SOLID HV BLADE 1(D THROUGHOUT SHUTTER'S W1OM (q CEjQEA 14TES SHALL ALWAYS BE MSTALLED ADJACENT TO A SOLID EEV BLADE f AT EREER SIDE OF THEM. (f7 POLYCARBONaE HV WTNOOW 0 SHALL BE WnALLED SO T1 TABS FACE THE INTERIOR OF THE OPDPLNG PROTECTED. HV :mum MUST Be ONLY INSTALLED AND LOCH USING A HV SETTING TOOL PROWO€D BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR D6TALLAIONS INTO 000D FRAME BUILDINGS ON SHEET 15, AS LINKED By SPAN AND DESIGN Lam (sm H07M 1 & 2 ABOVQ. 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IRO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMBED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOV D. B. MINIMUM SEPARATION TO GLASS SCHEDULE. PER ASTM E-1856: WIND ZONE MINIMUM SEPARATION TO CLASS 1 THRU 3 4 R25' ---_._ IF TYPICAL 1`; HV RLA—DE WORKING IN UNISON WITH HV WINDOW BLADE �'t di' . SHUTTER* N.T.S. - - - - - ELEVATION EX6itNC GLASS �..34. 4-4 "© 2 OR W/O ( NOTE 4 ABOYE) PLO ```qf,; tlR A. `�. 'uceiy PNo * . 441 - A STATE 0 ,C '�.,�GSS+••.. . .• zoly- 'NMI fl, =-IE % • � � ��\ '>C� �.�` � . SEAL/SIGNATURE/DATE 02020 710ECO, INC. C p �M�• A S * ■ ■ American Shutter Systems Inc. 4268 Westroads Drive West Palm Beach, FL 33407 __- UZOZO EASTERN METAL SUPPLY. INC. . BERTHA VTm Accordion Shutter System H.K. RAM #1 W/ OR W/O KV. WlNDWI RAM NC TIL UT TESTING & ENGINEERING COMPANY GMS N.W. 35M. St, S1. = WONT oa9MM MLR= MIS(Amoelatlon, Phony I (305)S71-1550 . Fax : (305)571-1531 n-�1 Bftwoa L CA-00057L:r WALTER A 1ILET Jr. P.E. fl0f"0A uo u16f -o[Sm"OK GATE ..1 . OLD 17-107 , . � / DATE: 7 z/2020 2 3 DRAWING No 20-164. 4 SHEET or 96 6 6'x 1 1/2'x 0.035• THICK ��- ':` •YAR1�S^,;� Min. ASTM A-653 GRADE 40 f Min. G-60 CALV. STEEL T1 �'?:.?HSx•.:"t METAL STUDS AT 16' O.C. ,•aj'�: .I _.'i - - - .--to K 6 1/4'K 0.035' TNKYf Mina iALV. STEEL TRACK 0 NA'4. 663 GRADE 40 L61 G w ZED FASTENED TD srws O 6. O.C. ; O 6 D.C. , 'AS R`tr 1Exi0R F S FJ0 EXISTING APPLICABLE EXtnNG GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE)- z amm& umimpONS AND CONDITIONS OF USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTF S)SUM INSTALLATIM IQ METAL MD WALLS I. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLYr�' MATE 21 W/ 24 W LOCK.ARE ALLOWED WITH NGED A METRICAL LAYOUT. USE (6` LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ' I tir FxtEsaoR U FACE " s O 6. O.C. 1 1 O 8. O.C. � I '1 ^'•`>t'm! `r© BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/2• J2 8 CENTERMATE 21 APPLICATION WITH BLADE Q 1 1/2•x 0.035, THICK $ a. VAR1Ea';` V® 5 O.C. AsrM A-653 GRADE 4o 0-60 GAIN. STEEL L STUDS AT te• D.C. Min. • •• t MS WALL HEADER/MLL INSTALLATION tn` .,"� -ZIXLSn G GL SS - �''-' SYMMETRYCAL 1 43a 436 43o I 1 I' CENTER-ATES W/ I EXTERn AMS SIDE, j RMATES ©1 $-12•000' Max. I,yOp�• 'ii ®1 f 4'Ha NOM�I+NBL, 6063-75 ALLOY EPARMON TO a HF F _ lo00•._._, , Max WIND ZONE MINIMUM ASTM E-1996 SEPARATION 70 CLASS 1 THRU 3 1' 4 4` -EXISNNG FINISH AS APPLICABLE 1+ (TyP. Top 4c BO_T_MM) /L f SYMME I I"CENTERMATES W/ I ' ! ' INIERIOR ACCESS SIDE 6• (TyP.) __.. _.__Y I N / �(6` Min.) T- ® 1 X0-203'. BOLT MUST PENETRATE 43c 1' 1.373" e 250' I�-A .050' 1'1/4•0-20 THREADS 43 1 zoo CONSTRUCTION PRODUCTS FAR—LOK HD COMPONENTS SCALE: 3/8•. 1` . 1 3//4•x 6 1/4'K 0.035• THICK Min. ,rOT. GALV. STEEL TRACK CHANNEL. . AMH A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO SKIDS W/ (2) 86x1/2• TEK SCREWS ON INTERIOR k EXTERIOR FACE 0 I • \� ii 2 i. _./ V S, , ,r{L )J 1 Z 1 -_ . w '� "Z 1 LOCA AT 'I© \J 1� ___ _ ==m== -.L.-- - HY HEADER LL ENDS VIEW Y � M 3 (6, Min.) � 24 SIDE CONNECTION TO TRACK -3 1/4• (rYP•)•-""6 1/2` (TYP•)._._.:..._._._.__...—_..._.7•,.-..,._:_..._.....,._,-_.- I i-.._,�_.. ._._._._..-..7•,. _ ..-..._.6 1/2" MAX. SLACK Ik�II.._.... (Cont.) �A__- HYR @LADE SLACK -.DETAIL HVF [1 �` FLORBA BUILDING CODE Ron Nigh Velocity Nurricone Zone a��►►111)III 02D20 TU.TEC% INC. 02020 EASTERN METAL SUPPLY, INC. `as,�P�,c . �E ,,, BERTHA V/TM �.� e. �' /� Accordion Shutter System No. 44 6 - 1 L E.0 O i a= • A ■ S. S ■A. RV BIADE #1 W/ OR W/O RV NINDOW BLADE TILUT TESTING Q ENGINEERING COMPANY American Shu"or Splema N omaaPnoll. a1cOATS: xw er: N.p = 'd STATE F //` UMN•W. 3M St. Sf M. VIMNA GVWWo R 331e AaaoclolfTon, Inc. , oL0 17-107 /2/202 7 2/2020 $ Ptxxn : (30*71-1530 . Fox: (305)671-1531 4268 Westroods Drive 2 %O� •, F10RI P ���.` -� ��o West Palm Beech, FL 33407 3 DRAWING No ••... 4 20-164 WALTER A. TLUT Jr. P.E ��gArsiQNA AA�SIGNATURE FLORIDA U. i 44167 s SHEET EAI S1.nuuH �. a