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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS ACCORDION116/2021 � •�,r-�i _,may: _.�__r_. _ . _ � _.1 a ` 0 Jt-x0.1GA� f ;�RtC!�!i�WR BCiS Home tog In User Registration Hot Topics Florida Building Cade Online Submit Surdiarge Stats & Facts 81 Product Approval cpoa USER: Public User Product proval M,-nu > Product or ARpllcadon Search > ARnlication Lice > Application Detail r2; L ai L FL # FL389-R10 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Publications Coot, 116"lub1p_TLinks Search v w D FOR CODE COMPLIANCE S7'o LUCIE CO 9dTY l�oOcCSlYIfll u Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.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.. 11111t, 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL399 RI0 COI COI ASSA- 91-ADE1 ,nd FL3E9 910 COY COi ASSA BLADEI 2,pdf FL7,89 R10 COY irOY ASSA BLADE3.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2012 2012 2002 1994 www.flaridabuilding.org/pr/pr app dd.aspx9param=wGEVXCtwtDgvYYHH2vJvx53MwsXdCOtOXPGxaLOB7Zzg%3d' 1l3 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of products 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 Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes FL389 R10 it DRWING ASCA BLAD€3.pdf Verified By: American Test Lab, of South Florida, Inc. Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3" for40 psf positive ASD load and 13'-0" for 35 psf negative ASD load the FL389 R10 At PER ASSA B ADE3,pAf Created by Independent Third'Party: Yes HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-11" 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 wails 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 retain y 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 RI O II DRwiNG ASSA BLADE psf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant: Yes Created by Independent Third Panty: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level aD". Max. Span is 16'-0" for 30 p.s.f FL309 RID AE PER ASS A 13LADE1 pd negative ASD load depending on centermates 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, 11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum inter) king blades re ta ed'fy' rE C1Ws (top COMBO- (Non-HVHZ)- Drwg 20-163 and bottom) for storm protection Limits of Use Approved for use in HVHZ: NO Installation Instructions Els^^fig R] n IY Approved for use outside HVHZ: Yes Impact Resistant: Yes ORW ASSA [3LADE1 7 pr�J Verified By: American Test Lab of South Florida, Inc. Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 113'-O" for Blade 2. See schedules on 12, FL3119 RIO Ae PER ASSA f3LADE1 7 pdf sheet 25 and 28 respectively Created by Independent Third Party: Yes E::lrit C:etti Cantact Us ;: 2601 Blair Stone Roams d TallBhasser Ft 32399 phone: 850-487-1A24 The State of Florida Is an AA/EEO employer. Copyright 2007-2013AM of Florida :: EgMjQ Statement ;: Aecessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. If P 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 *thee by phone or by traditional mail, if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with on ema0 address if they have one. The emails provided may be used for oHlaal 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 emall address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click t , Product Approval Accepts: EI REI y a o:tnU E cre(* Card Safe A www.floridabuilding.org/pr/car app dti.aspx?param=wGEVXQWtDgvYYHH2vJvx53MWSXdCotOXPGxaL8B7Zzga/o3d 213 GENERAL NOTES• t. EIEREWI N.V. HWCCOIROION SHUTER SYSTEM SHORN ON TENT PRODUCE EVALWITGN DOCUIENr ((P.ED.) HA4 gEFN yERiFtEp MR BUBDINO CODE iHiS ACCORO@N SHUTTER SYSTEM SEWl NOF BE INBTAILED AT MGH VEI.00EIif COMPLIANCE N ACCORDANCE WITH THE no (lip ENWOOF THE FWMM HLIRWGIFIE ZONES. BE INS UL D (DADS DIRE BE DEMALIff FINED AS PER SECNON 16W OF THE ABOVE IONRONED CODE, FOR A BASIC WIND SPEED RETIRED BY 1HE JURISORRNON NDIERE SNLIM WILL ON SHEETS 1 STIR A 15. 19 & 20L FACTOR Kd�.85, USIdG lmCE 7-16 AND SWILL NOT EXCEED THE IUDOYUAI (/►SD.) DESIGN PRFbSURE RATINGS INDIGITED ON SHEETS ti 71NRU 1$ t9 & 20. IN ORDER YI G MfE TIME ABOVE CONDITION ' 11LTIWOE DESIGN WIND UM(&= DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS e1r MULTEPLnwc THEM En D.s IN OROERTO cOAEPARE THESE w/ MAx (ASD) DEsaaa PRESSURE RATINGS INDICATED ON SHEETS 11 IHRD 15. 19 & 2D. IN OMER 'TO VERIFY THAT ENTS AND AS IMIED, ANALYSIS. HOWEVER, AA =0 DC MITN N FACTOR C � WAS USED FOON 7HIS R VERMC&7I 1NWOF FAS � W Wes. A 33 R INCRiASE W ALLpT1AB1F STRESS FOR WUID LDAOS WAS bQ( USED W 7H(:TR AB L EPORTS,- ORDION SMILER S15iEN�S AOEpUACY FaR WNO AND WISE MISSILE IWAACr LOAD In BEEN VERTM W ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED LOBE AS PER Arm E ADE(D 1996 #021pA�3-03. /O7ts.D1-D3. 61OO4A1-OS 0121401-05. 8D317.02-CA %0E09.01-10 AND 0021COI-11 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND ASTM t 1BB6 (MISSILE LEVEL D. WIND ZONES i, 2 & 3) & e1220.ol-10 AS PER TAS 201, 203 & 203 PROTOCOLS URGE MISSILE. -HV WINDOW BLADE 9#056S.0I-08 AS PER ASTy E-1806 AND E-1996 (MISSILE IEVEI. D. WIND ZONES 1. 2, 3) BASIC PROTECTION ONLY Atd) / 0726.01-88 AS PER TAS 202 PROTOCOL 2. MV BUOEQ+ AND MV WINDOW BLADE ® ARE QNGINEptm TO WORK IN UNISON WT1H EACH OTHER UNDER 7HE GMEIM LIMITATIONS AND CONDw M OF USE INDICATED ON SHEET 19 3. F�y CCORDION PINS (RD SCAE3Y5), USED Ai BUOFS KNUCKLE AND FOR ORECE 1ROUNf CONNECTION TO TRACKS SHALL BE %I4YL75' AND /14x7.75` RESPECTIVELY, 4TO-M INNOIUM SERIES mseREws1TECOATED WVIH Bt7TIHA HV DACRDs19ELD COATING SYSTEM as AHANUFAC1UIiED BY APPROVED raTORsHv ABIRED TH THETER HEAD. TS�ALI�. A.UMOiUU F7f11iB USIDNS WYCOMACf WRFIH 06511AIAR lW1ERW5 9W �Y WRH SECRAN Nab MINIMUM VELD STRENTH AWMHUN FOR 6N MANU3-TSA� IS 30.0 W AND 35.7 kd FOR 2015 S. ALL SCRL7Y5 TO BE STAvo.Ess SIEII. 304 OR J16 AI51 sERrEs DR COI8T090N RESSMM COATED CARBON SrEEI AS PER DIN 50018 WITH 50 taN VOL tNELD STRENGTH AND 90 Tel TOIL lEVLSLE 51REA'GiH. AND SHALL COMPLY W/ FLORIDA BUO.ONG CODE SECTION 2411J.34. S. BOLTS TO BE ASIM A-307 GLWNM STEEL. OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 Ie; NMIMUM WELD STRENGTH, 7. SEE THE FOLL.DWING SHEETS FOR ANCHOR SPECfft TM : Try BLADE (j 72.13,14,15 AND 20 SUPPLY, INC. FIV BLADE (j)& ® WORKING W L1wSON: 12. 13 & 15 METAL SUPPLY, B. THIS 1LV. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT l6'779 wz COMPONENTS OF THUS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT gS-458,179 MWED TO EASTERN TIFFL 9. R SHALL BE THE RESPONSIBi"OF THE CONTRACTOR TO VOW 7HE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUrfER COMPONENTr EDGES WHVCH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL W A VISIBLE PUCE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT. OR OTHERS„ MUST PROPERLY CLOSE ALL HV AND HD CE30ERNA7ES AND ENGAGE OR LOCK ALL HV AND NO LOCKS, SHUT 11. PLACED R EVERY OPEN LABEL SHALL BE LOCATED ON A READILY VISIBLE09.9.2 F THE AT BU ON COD ER IN ACCORDANCE WITH SECTION 17099.3 OF FLOR.OA BUILD CODE ONE LABEL SHALL BE PLACED FOR EVERT OPENING. LA9ElAIG TO (DIMPLY WITH SECTION 1709.92 OF THE FLORIDADA BUBDWC COOS 12. BERTHA H.V. ACCORDION SHUTTER 311STEM5 INSUL1A710N SHALL COMPLY WITH SPECS INDICATED W THIS DRAWING PLUS ANY BULLING AND ZONING REGULATIONS FRONDED BY THE JURISDICTION YMERE POW 6 APPLIED TD. 13. (a) THIS P.E ML PREPARED BY US E NCOEER IS GENERIC AND DOES NOT PROVIDE WOM710M FOR A SITE SPECIFIC PROECT La, WHERE THE SIZE CONOROis cm, FROM THE P.EO. Tp) CONTRACTOR -BR BBE RESPONSIBLE FOR THE SELECRON, PURCHASE AND INSTALLATION WLIFECLUDIN6 HE CORDIRODEULLED TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS _ 1-20 SHEET 2 SYSIEM COMPONENTS 21-M SHELF 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2. HV BLADE Lt7 AND IN WINDOW BLADE HlA .(WHERE APPLICAR Q TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOC( SHEET 6 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENU MATE DETAILS W SHEET 8 CENrERWTE AL78MMO DETAILS W SHEET 9 END CONVECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAIRMUM SPIN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLACK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WD00 SHEET 16 INSTALLATION DETAILS S-& WOOD SHEET 17 END CONNECTION DETAILS 7-12 & K, WOOD SHEET 18 AREA_ I HV WINDOW BLADE Q ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW'B AD ni ODRr INSTALLATION DETAILS, METAL SAID WALLS SHEET 20 ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE COMRAC IOn � p6ppNSIB OF US PRODUCT. BASED ON M P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM (a) 7THIS DRAWING SHALL ONLY BE USED TO THIS FED.LL BE CONSIDERED DNAIID IF ALTERED BY ANY L1EDNs. OBTAIN PERMITS IN THE STATE OF FLORIDA RE SITE SPECIFIC PROA<CTS SHALL PREPARED BY A FLORIDARECSRitFD ENGINEER OR ARCFDIECE WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO -- RESPONSTM FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.EO. ENNGNEER SHALLL STJBMIr To THIS LATTER THE SITE SPEGTC DROM BE WILL S FOR RELIEF/. (a) ORGNAL P.EA SHALL BEAR THE DATE AND ORIGINAL SEAL AND SK96WRE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. _ ___ __ __ _ _ _ ___ illlll •��v o2mo nuEeo INc RORM H)CMEAOn Nigh Velocity Hurricane Zon 02020 EASTERN NEGL SUPPLY. INC. / -- BERTHA HVTM - �?:\C EN ''• :;'�' (, E O N . - - - - - - Accordion Sliufter System No. 441 7 �' �' �- �o E, Ea�o Kv M #1 W/ CR W/b KV WNDW SLAW TILUr TESTING & ENGINEERING COMPANY American Shutter Systems Er. INSaUnNN DATE DRAWNALP seta NX sea. a. sU 3M MMU /2/ OAtE 7 SAS �j YU)RIO\ 3a,s Assoclattan. Ina , oED n-1m � °1im1 � ��(strs)eT1-1631 4268 We9troads Drive i %��ie�::FCORI__ eA aoom,9 West Palm Beach, FL 33407 B DRAWING No ,�, 1SS'• •••• Cs r WALTER A TRUE &. P.E ��ii, /ORAL ..S3EAL/SIGNATURE/neTF nwu u-_ j ",677 _ 20-164 off. � - _ - � _ � eB, •n TES L491' • t TT O 1w.1 f�fI v-�_L� •..� .a9a• NI I �'-- �(Z7 t V SO ID RLA COVERED U US 5458179 PA O1,1V UNIVERSAL FLOATER y �. 9QNV 90'/18 TART R T � - u; 1 A HV WIN ®�A1]Ft OUALIFIED FOR USE W/ HV BLADE 1Q 4 C T QUALIFIED FOR USE W/ 6C05-T5 ALLOY AND TEMPER QU ED HV BLADE 1O EE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 LAD U E - / HV 6063-TG ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER _ - 3.226• - 1.500• 6063-T6 A TEMPER .373• _ o _._._ - .670' -- .994" �IFli r— —oCi � o a.B9�• a o7z aaiiII sts�°.°7_' OHV' DJ. D W IP°.2_ 92' _ 2 A ADAPTER �L '----- -- --I _` az• N - '— QUAUFlED FOR USE W/ HV-- ©HV ADJ FLOOR TRACK BLADE( HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV"75•^- 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ FIV 9 TRENC TRAC -- r"� n (7� - _ BLADE Ss• 1Q FO? BLADE Q UA FLED R USE W/ H 063-Tfi ALLOY AND TEMPER BLADE 1 ONLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER �� VARIES `v 1• 1915'_ e' 1 _ 063-T6 ALL AND TEMPER QUALIFIED FOR USE W HV _. •__. VARIES'� — — - 1 936° 6063-T6 LLo�EAAD TEMPER 10 (19 ♦1+4_. �" r -D i- - 1 �� °60 �� i670"• H .°93 093•'o n. VA 25' 1 L. 670 r I 1 688 +a�_' I_~ o Oim( :670" 3 529_'-. _sszo' 11 HV CEILING HEADER 1�j HV HEADER/SILL sio� 4'. Q IFlED FOR USE W/ HV BLADE(1 ONLY, QUAUFlED FOR USE W HV BLADE( 13 HD CEILING HEADER/SIT �- 3•?29_� SEE SECTIONS FOR VALIDfiY" 6o63-i6 AUO�AND TEMPER QUALIFIED FOR USE W/ HV B(ADE� i4 D ADE SI 6063-T6 ALLOY AND TEMPERQAAND SEE SECTIONS FOR VALIDITY QUAUFlED FOR 6063-T6 ALLOY AND TEMPER BLADE Q1 ONLY. -TI6063-T6 ALLOY AND TEMPER COMPONEM p •� 7 - MN X MN Y MN t R T7 X Y t 1' 1' O.a62' 1 >' 2' % 2" 0.125' 1 2• s' MAX' 1/8• i 1/e' .--.1--_-.3- i 3- '0.090- SIDE ANGLES2' s• MAX.'0.1s2• , 0.192'4 XI QUAUFlED FOR USE W/ HV ,s zs• .rMax.ioso•osa• CORNER POBLAOE1 HV QUAUFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER._-..- -.- --- :__.__...___++._--- ONLER ® ! 2' 5' MAX•: 0.139' 10.131• 6063-T6 ALLOYD ANDTEMPERTEMPER 02020 TaTEco, In- FlORIDA BUILDING CODE (Non High Velocity Hurricane ton ````�+P - 02020 EASTERN METAL SUPPLY. INC. 9= BEFtiHA% HYT - 1 M L �=Kc �eB e�® Accordion Shutter System No. 441 7 _KV aADE #t W/ CR W/0 H.V. WINDOW BADE *; * TILUT TESTING & ENGINEERING COMPANY American Shuffer Systems M NJ, orscRIFTNIN °AT[ I oRANN BY. Y,p STATE 01 SM NA xfw SL. Stm 30 , VMMJA awms. FLOWA 331F Assoclation. Inc. 1 oLo r7-107 p/2/zoz0' OATe 2/z/z020 :9 ,ss G Pho� : (3os)e71-+ss° . Fm ; (305)071_1531 4268 Westro°ds Drive z "0�` MG710tGD"' West Palm Beach, FL 33407 ! DRAWING No E` a+-0006r l &, _NAL ` . �� Au Wr. dr. P.E . I 90-164 r ._ Ft SFAI /SIC.NATIIRF /11ATC B 44t67 @1 /� 4.57 { _ _ �.660�_ __.• 2.293' .7 A f 745r�g_293' o !i ci � I _ _V CCNITC1a TC ! ` i n.�..-..-0.j3{• SAT I�P�ID -.•.1 iNWADED ""NOUSND ENAREL g; ! Ja, _•—_ i. ORM CYLINDER & KEE0 (CNRaUE PLA QUALIFIED OR USE W HV BLADED& I ONLY �R LOT G T •�'�' °so;�:Lta?s� - ! jam.,- V LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE ALLOY HV BLADE(1)& 1A ONLY 2 t V C E_ 3.oE t.675�! ' ! O®�Fl EDO USE W/ W 6063-T6 ALLOY AND TEMPER � � ' • _2.674• OIIALIFlED FOR USE W/ HV BLADE 1 ONLY i 6063-TG ALLOY AND TEMPER _.]2i_" _ I • '-_2.079'� 1.753' r1 1-; T-•-("j t i nI �' ```---���j a. • r... I I �: PLAN ry FRCq ELEVATION ® V_ MALE "T" LOCK CENTERMATE kOCKER FOR nr LOCK CENTERMATE QUALIFIED FOR USE W/ W 13C 1 ONLY 2� MY FEMALE "Ta LOC CENTERMATE ®HV "T" LOCK QUALIFIED FOR USE ALLOY HV N TEMPER ONLY 6063-T6 ALLOY AND TEMPER U QUALIFIED FOR USE W/ HV BLADE I ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPERR'' W/HV BLADE 1 ONLY. 2 n, O.Di 7 1 A, :825J a,. -20 x 3/4" IOUSM ENAMEI. UKFD PA'MFD E6I0:$S TURN / KNOB.qkX , '..BRASS CYLINDER \\(CMUE PIATEO) i&GRESS LO K IAUFlE OR USF/W/ HV BLADE 10 ONLY. �518• _ n, I •-c3fi0' AFTER RNERI BEFORE RIVETING *SERIES 9H4 ALUAUNUN (20 -T3 ALLOT) FARCE FLANGE THIN SNzEr NUISERT, PARE j 082 , AS MANUFACTURED RY AYDEL RRY rD00RN• PASDvP NEW JERSEY (17054 OR EQUAL BLADE (1) ONLY. �32 .214' 43211.OZ,pi� THUNDRN CYLINDER R ; ,y L (,L. (• 7r — - KEY CYLINDER '9 I. ��L`�I.i mamp C—'•in , .545' . 6063-T6 ALLOY AND TEMPER -_ -- VARIES,_72• MIN. QUALIFIED FOR USE W/ HV BLADE 01 ,,,CCC��� 6063-T6 ALLOY AND TEMPER DINSTALLATION WILL REQUIRE A 7/16- HOLE DRILLED AT TRACKS FOR PROPER EMBFnMFNT 6063-76 ALLOY AND TEMPER 1-130' �� •imo -1 1-.375•0 © LLV 3/8"0-16 ACE THUMBSCREWS QUALIFIED FOR USF W/ NV .���.•' �\CEP F•:;��'; * No. 44 67_ STATE!, F U5 M. C EAS_KSERT QUALIFIED FOR USE W/ HV BLADE 1 & to 6063-T6 ALLOY AND TEMPER tl/2' + - �- 1/4•D (� HV 1 /4" 0— 0 AISI 304 FRIES S.S. THUMBSCREWS j; QUALIFIED FOR USE W/ HV BLADE 10 02020 TILTECO, INC. m o •�'., m 0 0.875' MITI. m 1 .125• Nax. 0 j $ ONE, c- ? �O1i, o I - _-TNUMBTURN DO — -- - --_.' GOR DE YLINOER MITI_' CYDEY NDER ® D LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ W BLADE 10& OA RORIDA WING CODE (Non High Velocity Hurricane 7 192020 EASTERN METAL SUPPLY, INC. C-co,... AvSBSeAo TIWT TESTING & ENGINEERING COMPANY American Shufter Systems Russ N.W. 36 t. St, Sta 30, VRL40A CARDM, FLO M 111 Association, Inc. Phone : (3D5)871-1530 . Fox : (305)871-1531 4268 Westroods Drive a-R�a:67feco0aatom CA-0006719 West Palm Beach, FL 33407 WALTER A Taw Jr. P.E. FLORIDA Ua / 44167 arm 1 r1A HVTM- - - Accordion Shutter System H.V. BLADE If1 W/ OR W/0 H.V. 1WDWV BLADE ;AWING No 20-164 _ U HV BLADE 1 ---- ._ __. - o`----`----- --- ® -- --- HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON _BUSHING_ ® HV NYLON HAT WASHER �� y 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4' ACCORDION PIN W/ #8 HEAD `® POLYCARBONATE IMPACT RESISTANT HV WINDOW 41- C,. I95 r: H1/ PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR -� x o� (1) HV PIN ©SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV d OR HV © BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN Eo 1IMAY BE USED IN LIEU OF @3 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Vl/ HVO CO.324- BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. .o4s (3) HV PIN @ OR ©3 V// 1/2" O.D. 1/16" THICK. S.S. WASHER YP. SHALL BE USED FOR DIRECT MOUNT INSTALLATION' =ER DETAIL SHEET .0 WHEEL CARRIAGE DETAIL N.T.S. `i n' 1 NI 1 1 ' 12• MIN_ C rNCE TO 81A0E TOP .0625" ECGE i--11Ai t875'�r.'.,� - —*--- e �VM VANDOW fil.ADE .0625• •0625• .0625` SLAOE'S f •C OPENIN '1 -1875" Y KNUCKLE 1 .0625-+ ...4* 0.062 iyFL'1T PORTION_I I f� R1.75O, _.oE aLAOE�-�-J -a1ET0CR f /� 3�5a• 2 7/5' MIN.' i/' ��i HV V%tlf.0'11 G EAR SEPARATION ppp ! j o3.00�"- _ BENEEN t -- - - .0625' y_` '13.7500" PAA1X I - .0E2V i Y +5 34- OPENJN'S ^srnml v_r __ / ON CENTERS =�.. .7500' _—. _ 2 1/4•! rNEDMD lEV r l II EXTERIOR I HV PIN 4U2 OR -i3 AT 15(' ExTLRIOR _ }s BLADE'S KNUCKLE. , (SEE NOTE * FOR ft REQUIREMENTS) ,ASSSEMBLY LAYOUT N..5. 1 HV BLADE SOLID & IA' HV WINDOW BLADE DETAILS N.T.S. �.. vDEr •�^- No. 44 6 A STATE I F 0,� A�ORI t —� 02020 TILTTEpECO, INC. r,/zc) I� E \ee ®IN!e. TILLIT TESTING & ENGINEERING COMPANY 6355 N.V. 36Lh. St., Sic. 335, 1CROaCA Can -DINS, FLEW., A J3 Ph—: 005)271-153D . Fax : (305)871-1S31 .- R: N1I9C0CC0I. C CA-0006719 WALTER A. TILUT dr. P.E. '1 mTr /n Arr FLORIDA Lie. p 44167 jB TA ,;s'{ TYPICAL HV WINDOW BLADE fA—% AND - - j POLYCARBONATE HV WINDOW DETAIL i ' * POLYCA.R80NATE ILA CT RESSTANT HV VVINDOW BAYER MAKROLON 3103 POLYCAP.BOh'ATE I2MIN, 6LEA 4 E ( RESINS, UV, -STABILIZED GRADE OR SAM ' To 6uaE B PM i INNOVATIVE PLASTIC LEXAN 103 RESIN DL 1 +V if (SEE NOTE "F" ON SHEET 19). POLYCAP.BONATE SOURCES FOR 44 A7FUTA9L fm=T TYPr-q FR:PEREES ST0.:CAD0 �n aala�m3,v �1�� SFECIDO CR — A':CF.P'1=. ASTN 07c2 3A43 I6/a' C.Ca1 itjr.• TER,^" E rlu SNTCA'CrR 45T4 CO'e 9.400 DDi 9.5v`0 pai. FLFAUM SfYXTH AT YELD ASTN 0M 12.SCC 0._;. 13AC0 p.a:. FLEXURAL NCDULUS MDpCf• ASTU 0790 M=O -J. 345.000 0.v. rroYA!© rzw Fi9LH1L.9trN^�ieT�c�c^_o. A9TR OZs6 tiTv C2643 le Ci-Cr/in 17.2 S I7 R-1! in 6a.5 5i VAv SVCxE DIMN RATE Cr ELIR?mG ASU C535 C-1 CLASS C-1 CLASS SEIc IGUD1�t AST. D1929 10Q 980 'F NE.ru^A1.1G' ASTY GIES UL MLE W.0,011 AFIEA ryrxrum' ASM S38 9302 D3i. 8840 p.1 M'SLC SMEES Ozw, r MFT7N_S:4C ASTU &-a 1 3461 D.ni eem RJ.. AmSAA, American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (:ion High Velocity Hurricane gone' 02020 EASTERN METAL SUPPLY, wC. - - - -BERTHA WIT, Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V, W=N BLADE N !AWING No 20-164 di ins SEE END - CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. +I ° 24;axoA6 ora�0 m+4� i--'_ -•2a,� (' fflIxNAI I I 1 • I I I + 1 II � I I I l i i /K i I OF CORNER CENTERMATE ©``'/ `©-@— 7,` 18 077 as ®'®o<+Q9• I�j3oa19.O5m'`.5''� TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. '.--'• NGEN, No. 441 9 :, STATE 0 i *MOTES ON HV LOCKS AND CENTERMATES 1. MANDATORY CONDERMI f1. ONE HV LOCK (8 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' N. OR BfF��OW �]y['2 OF SHUTTER SPAN FOR SPANS UP TO 1D5', AND FOR INSTAINSIDE OR OUTSIDE LOCK ATTACHED T LIR�JTIONS T ANY CENTERMATES W/(2 OR f _4*1-20 xA1/2" LONG FLAY BE USED AS � EAD S.S S. LOCATION OF LOCK SHALL BE AS TIN ICATED ON TYPICAL SHUTTER ELEVATION. OR ORMAY IFDESIRED, USED AS AN FOR BETTER OR OUTSIDELOCK.CONNECTION OF LOCFOR SECUR17Y KS TO UP 70 TWO HV CENTERHATES L' & SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. # IS la O H_v_ 1 neltc). LOCKING RODS AFtE NOi REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PER MANGE LOCKING RODS (V OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. 1 !1MINTORY CONDRION / . ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CENTERMATE W/(2) 7/4 0-20 x 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP &BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SWILL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ALTERNATE Tn uANOAmw rnum— INSU0-NS AT ANY ELEVATION. ALTERNATE LOCI( OF 1/4/4"0- ® MAY BE USED AS AN-YNSIDE OR OUTSIDE LOCK, ATTACHMENT 20x3/4' SS. THUMBSCREW TO @ OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. - 6. M012ATORY CONDMONONE HV LOCK 0 or ® or 0 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 90'. AIND 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. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKNG RODS @ W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. °NOTES ON - HV "T" LOCKS AND C IaTIrRMATES 1 O ALLATIO�TA�T ANY ELEVATION. A!•T�RNgTE LOCKl�gL� IBE USED AS pN �NSIDE OR 0 TOE L OCK ATTACHMENT OF LOCK INCLUDES USING REINFORGNG IOCKEIlr 2, qS SHOWN ON SECTION HVG, SHEEP 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'0-20 x 1 1/2' LONG SS. THREADED BOL7 W/ 7/8"0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' SS.M.S. INTO A i/4 0x 5/8' RNNUT. LOCK MAY BE INSTALLED AT ABDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF 7W0 LOCKING RODS ® TOP AND BOTOM IS b1ANUATORY. #NOTES ON HD LOCKS & C NjE � TES• � 1. No LOCK �� W/ HD CE RMAIES la/ OR ri4 WI Ya ; ONE ALTERNATE HD LOCK (3 MAYBE USED IN LIEU OF ON LOCKS IDE OR '25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO �) IS W/ 3 B8 x 3/8' F.H. 5.S.M-S AND INCLUDES REINFORCEMENT INSERT (4 AS SHOWN ON SECRONS HDB-HVB AND HDC-HVC• SHEET 10. LOCK MAY BE INSTALLED AT NDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL 02020 TILTECO. ING. � T::I:L rE C �-Oi e a c. TILUT TESTING & ENGINEERING COMPANY 6= N.W. 36M. St. St.. 305. vD%M CN61av5. FLMDA M Pb-- : (305)871-1530 . Fax : (3DS)871-1531 e—mal Lltecoftal. m CA-0006/1B WALTER A TILUT Jr. P.E FLORIDA U.. 8 44167 A.&SAE American Shuster Systems A93cclatlan. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ® 2020 EASTERN LIETAL SUPPLY, INC. - - BERTHA-WVTM Accordion Shutter System FLV. MADE #1 W/ OR W/O H.V. WiPDDN MAX 3 1 1 URAWING No _1 1 20-164- POURED-- POURED --CONCRETE ANCHORS CONCRETE `�� _ CONCRETE-, I (SEE SCHE 3) ON 1 REQUIRED,-- �. REWIRED ) SHEET 13) _. CONCRETE ANCHORS !'-• ± ) 1] 1$ FOR E SM MOUNIOIG ON 7 J ��°R ( ® ) ' f (SEE SCHEDULE ON SHEET 13) � / i • f 1/4.0-200 ' S.S. r,: I_;r._ f� ;�•,_i^Y�. - I ;-EO-j-EO MACHINE SC �i USING 1/S-2 NUTS E. D? ,- r.._. . ®12' O.C. ~ i r•.250" Max f _1_ r'� 13 OR 5 I Ic II i�� , i L "E.D.• •' OPTONAL I f t X 1 .'i ✓ g'F �tr�l ro mat �'r a w.1 ryy I i j- xmaE Ql s 1 JI , 1W tt TOR gaff FOR I I. I l i-- I I Y Jl' EI STINC ! a 9m 16 i>R h I I -il OR l�i 1 ' G1A55-� g�(D&Q P ff [ , I r MIN. S ARATION TO GLASS 'i ..A.1.� r ....L.� IXISRNG -(SEE ULE ON SHEET 11) cVSS v HV WALL HEADER INSTALLATION - --- — - - 11"� - - - - © HV WALL HEADER 1 N. + KEYSTONE EXISTING GLASS —TO GLASS (SIEI_.._-._.li J {'-_..?1 OR OR* i ` BaODIAE ON 3fi7 I 1 ee1 I I MIN. SEPARATION TO GLASS I a®�Q ��^y�° Eli 1 (SEE SCHEDULE ON SHEET 11) -h I1 - r I (DI = EXISTING I�l 'I ® ,61 rl j; RR?ll)t GLAS" aF {{ II �' �111 Y1111 1 n�, f 144i _ E. oPTIONALi i� it I-1/4' Max. if --132-21 Oa 1© I, ✓ -412 OR14 _____ `� t .. 1/4-0-20x3/4- S.S. . �/!-E0 ED PHILLIPS TRUSS HEAD CONCRETE ANCHORS '- 1] 18 MACHINE SCREWS USING (SEE SCHEDULE ON SHEET 13) L.• ' ' :_�-_ 1/4'-20 NUTS O/ 12' O.C. POURED CONCRETE _ OR CONCRETE BLOCK •. %G_ WALL REQUIRED"---- - 'CONCRETE ANCHORS QD NV WALL SILL INSTALS ION (SEE SCHEDULE ON POURED CONCRETE._ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION dOIE :OR COMBINA71pN OF SECT��„�• 1- SEE SHEET 4 FOR TYPICAL SHUTTER 4 E. D. EDGE DISTANCE 22- ASSEMBLY E. SECTIONS CAN BE COMBINED (SEE SPEcorATIONs ON SHBLADE OONNEET 13 SEE LIMITATIONSS OF USE FOR SHEET 19 IN ANY WAY TO SUR ANY INSTNIAiION. 1 02020 TILTECO. INC. `�P•''��CEN ••• :;��,i % /TIL 7`r=`'��cac' Eft;ONo.441 * * &ENGINEERING COMPANY e3ss STATE 0 ' ••,Z F�ORIII `_�/� 44�� 55 N.W.TESTING „.w36 h St. 51a 3a5 wRCR+u comas, fLORIOA 3116 Phone : (305)871-1530 . Fm : (305)871-1531 a-ma11:OTt.caccul ��00i0js�ONAL_• •a! CA-0006718 FL ~Lic. Al /RimwI IRF/nA= FLORIDA jj 44167 POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/4'0-20x3/4' S.S. CONCRETE ANCHORS 14CHINE SCREWS (SEE SCHEDULE ON ! W/ 1/4-20 SHEET 13) j NUTS 0 12 O.C. -'r f 'i--�--_- • _119 E0'I-�- EO 1 1• /i/V f` rr= - r 1 13 OR 15 II -- .250' 1 f' i ,E.11.f •' i °� i� •-PTIONAL Ij EXISTING - -- MIN. SEPARATION TO CLASS- --Ii CLASS - -(SEE SCHEDULE ON SHEET I1)- CJ HV WALL HEADER INSTALLATION ) MIN. SFPARAMCN TO GLASS _-- '`^i 5,1•. _ EXISTING (SEE SCHEDULE ON SHEET 11) 13 J iL GLASSii I!i 1 t OPTIONAL Ti it ti It , E. t1.• L..,�--- • �--I i{ Mae. �> -- 13 OR O ur_ _ -59 LED "LEO Min. CONCRETE ANCHORS 1/4'0-20.3/4' S.S. PHILLIPS -- (SEE SCHEDULE ON -TRUSS HEAD MACHINE SCREWS POURED CONCRETE SHEET 13) W/ 1/4-20 NUTS ® 12. O.C. OR CONCRETE BLOCK REQUIRED `F HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1"; HV BLADE FLORIDA BUMING CODE(Non High Velocity Hurricane Zorn 02020 EASTERN METAL SUPPLY. INC. BERTHA HVTM_ �s o ��® Accordion Shutter System HV. BLADE #1 W/ OR W/0 KV. WNDOW BLADE American Shutter Systems M..tl 06CNPTION I DATE DRAWN BY: MP Aesoclatlon. Inc. I OLD 17-107 a 202- DATE: 7/s/2o20 4268 Westroods Drive 2 DRAWING NO West Palm Beach, FL 33407 3 4 1 1 20-164 POURED CONCRETE ANCHOR. - CONCRETE ; wt SEF:ta+rll �q__ _�•._ _ .�.�_S -___ _ _ _ _ '_- f - - (SEE SCHEDULE ON SHEET 13) Tc ans (gE 6 7+ r�1di!-- 1 , OR �{1 x X eulT l •' G- - O REQUIRED _-- ` `='O EXISTIttG ..j EDGE OF 'I :1 Kp EisK tDR•7 i GLASS-.' a' + �!% ' / / 1+ { • % - i OV 3P,F7 10 F[R ; 1 '-('T-E SCHEDULE 6Y 1 R SLAB 4 8!.[FSNa ur45rsranw +1 '++II i SPs'ET II) 1 yy 1 APPLICABLE EXISTING � roUl6s tip, - • J•- '.%;! GLASSl 1 � � E ALTERNATE- -_J ) t dt 14 F 1 ANCHOR \ 1 r � ! T'; i vim.:' , " ' �;' dx i LOCAMOU i 1 i i _.. _T ; T ; rR EXISTING r� 11 1 OR (13 prtr`t gi ((ffjj((�I(( w�j)}}��[�[� 1 3ie^ vDi. I -§MO 3/4" HEX YJASHER HEAD ILK �II 1- till TEI( SCREYJS 9 12" O.C. s I - i i I i� P1 I YVV 7fB? tcr'a. - - CONCRETE AOGHDES ---a $ , EDGE OF I) , ♦ 7 I \ (SEE SCHEDULE ON SHEET 13E ) : r IJ��i �' SLAB IF , �jIII , EXISTINEDGE G ' 'r -_ r 4' EQ •�YI / APPLICABLE r- GLlSS i I ti EDGE CF--1 . 1. /�li, 1 Y 1 1•,I• SLAB OF SOUL If _ �1 �I I 1 t 2. J , ; APPL'CAELE • ' 1 ! „-C'0.._>-f" ' ro aJssl( i w s ,=E.O.� -r- O.. _ ._ 5:A9 IF- �.. '' APPLICABLE - 7 •'.,.��. HEAD CONCRETE A`JCT4OR I It MR POURED ._ ___•-- . 11 rxl ecaE 1DA:a '.L I_ O POURED - F- __ _ / 1 CONCRETE _ _ _ E. D z POURED �T S Ell 9Cr Is a'n yyyy 1 y :1 OR D� ..- ' .--. •. _._....';-.::.. ._ _ .' CONCRETE g eAffs0ra CB) y 1 p CONCRETE REQUIRED REQUIRED ) REQUIRE! L E. D.•____. ' .__ --E. D.e FLAT HEAD CONCRETE ANCHORS (SEE SCHEDUIi ON SHEET 14 FI (SEE SCIi_.7ULE ON SHEET 14) � TRENCH INSTALLATION :I)HV WALK —OVER INSTALLATION VALID ONLY FOR UP TO +70• -75 PSE- A.S.D. 0 HV CEILING INSTALLATION (t3 HV FLOOR INSTALLATION t DESIGN PRESSURE RXnNG & FOR SPANS PER SCHEDULE [3, SHEE, II - 1::+. :5➢AATI:.Y l: :� t CONCRETE n ,. eiosrGLAS°JC_�- - -tutroexei •� "'--I-° O cum qq •``Cµ.T m -- ) 5 ---------.f. - 4 : (s H - l_ CM - - - - (�Ln1Es-- E%IS17NC .� T i � t 1 0 5 15)y� 1%'O NV EurtbOc TA'�CO'1 n ) qq EXISTING �j EXISTING - - l Aas•„•tea TILGEAOFa+L 17 0 - G1A55 'pjc[ 5 Y 1 L GLASS ram' srlewrcn ra n°5 q GLASS _ .__ _� 1 g TEa•lOLOGY OR 1/410 MYOS 4 i 0 f �t p e �1 w= (a[ scnrutaE av w.tt r tf •:' -- O I I E j I FATEt�S T+J''FEFa• R:C40R5 W I t MAX.I T 1 i i i , t i J It !k7MJTXT110 CQ f 9 1 3/4' U.N, v <jvitrt p fi AX. �• I I Mcjxx) A 1 O.C. FOR JP TO S-0• SPAN RID l 1 L) I ! ,1 l 1 ) 4' OC. FOti SFAS IAA.iERM I 1/4" 1 t I � IJAX. hl'• t>-� B'-D- AT VE D'-9- ACA:C Afttr �I l� 1 qi t I 'X.AIA!R Ri EVERf F151EAZR HEA➢ 13 C'n 15 E, D.* 1 '"� j/10x3/4` 1%ilf ` �If : (n?.) (SEE NOIC H al Sim 1t�-, WASHER HEN IE'-D *! III a 1 i fcq ur.+,uTIaN--,; lg 3%8• 1 1/2 " ' �•y t I rEK SCREWS _ ` r-- t I r w ccn+f. sEA:A1R _ _ I -' I + nn �74x3/4• HEX HEAD 1'S,Xg' 1 t ( ' ¢l TEX SCREWS © 9' C.C. ®12' O.C. jy ` fps l r ;ti i i,• VOR 1/•'tl-2C SS. ld.5. CONCRcTE ANCHORS ' 2_L:. L---c- (3/871 NU7 9' O.C. (SEE SCHEDULE OtJ 1 q - :vi' �14x3/4' S.U.S. �it//'a 9'C. '�11�, 1p-c-z"ut/4• SS US SHEET t4) -_.-__ 1/2 - - ISr Uaa. i; .!UV-- Ile.-20 NUTS 0-C. EM OF ..17 a iMALL MM (D sxu-,,%'E 'LISAPPLICABLE , ° r 4x3/4' F.H. S.D.S. I" E.D. SILL) - - 1 7/8' -=_ .1 7/8 _- "'- f'__ '-"- A11N . _ f APFUf:ABLE CONCRETE ANCHORS -SEE HOT.- 13(b) ti • 0 9' O.C. 3 _ FOURED CONO:Erc _ POURED CONCRETE--- SEE SCHEDULE ON ON SHEET 1 -SEE NOTE Ixw ° GEOO:RED __ . . ! _, `•�_: _-' .'E:D'� : OR CONCRETE RLOC1c SHEET 14) FOUP.ED COYCkEtE-- ON SHEET 1 ' ` T"�'- REOUIREO OR CONCRETE BLOCK )PTIMAL POURED TE REQUIRED ON KEYSTONE M0UAITING I<dSTALLATiON CONCRETE NV WALL FLOOR INSTALLATION C p-0V WALL WALK -'OVER INSTALLATION `J NAXLDN Asa. c:stwl FA�stmE:.e4,_7z . t REQUIRED OAr.PAuv �tTuntn .uJ a._0• t J HV RAINGUARD INSTALLATION t �1LF- NOTE FOq W!dPNJATiON OE C'ROrlc; t' THIS INSTALLATION ERFO]EXrr BE ED:- -- CISTANCE 11 RS INSTA t'iTIO P f %LLGECIFICAT(CNS ON SHEET 13)�6gTR�1! E•2A OPERABSS,pE!tAA00N 19 FOR ASSElELY INSTALLATION DETAILS W/ At HV BLADE 2- MOUNRNG SF.CTICtJ9 CAN BE COTJIEiliEO L� AJJt' \YAY TO SU17 IiNY INSTALW710N. -- - 1u1 itl'lllt 1y A• G :'��?�•'��cEN �� No. 44 STATE FzORI q ' Sjpha� r�ury i0i /�$Vj,,i'' - _ -_-- - - G ,� F •..� -, 67 _ — e?o F '��` , . '����e t N�'�R� p SEAL/SIGNANRE�DATE 07020 TILTECa, INC. - - -- - - -- - 1 L E ®o d. FLOMM A BUIING - - - - - - -- - A N � ■SAW American Strutter S}mt8n'l3 Association. Inc. 4258 Westroads Drive West Palm Beach, FL 33407 CME (141on High Velocity Hurricane Zone' ©2020 EASTERt: !dETAL SUPPLY, INC. -- EERT-Rl4-I'IVTM1 -- - Accordion Shutter System KV. BLADE #T W/ OR W/o Kv I IMM BLADE TILLIT TESTING & ENGINEERING COldPANY wss N.W. 3.�. St. SI-- =. VA=A GOTEK FUMMA 31, Pt'" : (305)871-1530 . Fm : (305)871-1531 :- .11: Ud- -1... CA-DC060 YJALTER A.ILUT Jr. P.E. F1ORrA UE. p 441c7 EV. DESCR:Pi1GN DATE DPAwi 81': G.P I OLD 17-107 /2/202 DATE: 7/2/2020 2 3 DRAWING qNo 20-164 d S SHEET 7 OF 20 D ff-E-END WALL CON CDETAILS ON SHEETS 10 & IS SEE Ko1Es ON Loaaxc RWsp . HV LOCKSQ arp OUT sq.-J I IN r /—EXISTING GLASS INSTALLATIONS W� i HV ** MDaTQiNA� LOCK®ON SNEEf 3. BIA°E 51/lpC OEWL WF IS VALID FOR ALL i/ BLADE W HV CENTERMATES CEN1ERMIITES APPLICATION WRH 6LA°E(D ,, ©w®w©♦O� w®w10 '©w � 1) 122� OR +2 �� 10 • ®5 w ©. 6w6. © w ♦ EXISTING GLASS AETAILSN ON SHEETS OC& 8 ---------------------- ----- ©@ ©�------- ,, 1 � � 8w1 � 8w6 7oA z5Q•:I/a5A•-2� I j ®♦®a O.©w19•@$ �' 3 1/4' 7•.- s 1/2• ' ---- - --- (s063-ro ALLOY) ALUM. -- _ - - ._ ..7... _.-.-_-__.—._u ANGLE W/(2) 1/4'0 TAPCON I\ 1J2• w OPPOSING I I 1 ANCHORS TO CONCRETE ®® SYMMETRYCAL (TOP/Borrom) &- f - I CENTERMATES i l (4)010.1 81o:3/a• SAS. ® 12• CENTERMATES . class I W/ HV LOCK Q or S ! MIN. GLASS SEPARATION /EA H AN E. TUBE i O.C. FULL IENCHT. — AT EACH ANGLE. (TYP); y� ! 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INC. ©2°20 EASTERN METAL SUPPLY. INC. LI - - - BERTHA HVT, Z:T=IL No. 44 6=FEC O 1N o. �. U. S.A. Accordion Shutter System KV RAM RAM1 W OR W 0 I WN)aW MADE American Shutter Systems EV. N OESL'RRTION GATE DRAWN BY. MP NY TILUT TESTING & ENGINEERING COMPA A ' STATE F / ?/J2o ass RX 360t St. Sea. M. %1=" GUIDIM, FU;= 331£ Assaetation, Inc. I OLD 17-107 1/2/202OATE: 7/2/2020 M- : (305)871-IWO . F.: (305la71-1531 426a Westroads Drive 2 '4�D,rF "OFII A : �4ii �� e-. 0: Gleeeo0aoiaom West Palm Beach, FL 33407 3 CRAWING NG '''N'' suONAL dL1 WO FLORIDA �I A k- f TILUT "167 a S20f 164 6 8 OF 20 _ALTERNATE INSTALLATION W/HV "T" LOCK CiOz HV MALE/FEMALE "T" LOCKS CENTERMATES +28�_,(29 & LOCKERS W/ n HV BLADE SEE END CONNECTION DWItS ON curare en oUT IN r .. cam CLAM INSTALLATION InHV BLADE' IBLADE 0SRU =MK DEfAL TNF. a =7w w aw IL W1 HD CENTERMATES 32, AS WELL AS UNNENSAL nonNO 61ADE(DOFFAL H00_M . 6 ' 7 e 10 • INDICa7m 0.4 TOS SNW. 161Y DE UM WM M KTIIOJA : Z, lO •®m®' ®a®•®q M 7AWa1DH DEVIL HVG SHOWN IN DO SHEEL «< END WAt t C-�NNEri(ON--- ©•07 •®a©•oj •®w DETAILS DN SNEETIS 1e R 1e '1 ®•®a�•®�Q ®W - i i21H/81O'-2 `=' i ®•®°1 �9•®m�•� (saw-rs AaOY) AWIL `� 41010.1/Y rosiLS� Ee I i / L-'--------------------------------- OWIaNu) , ----------;-.---- 1 /1D,3 4• sAs o 1z• - - - - _ _ 4 1 (aFmDIUL) AT FYL, ANWE (7,P)1 i Q0. FULL LrNa f. - (���••••-• -- -- -... --- -'-1` 30*HV "r" IN (4) H.y--------iAt--- (4) N.Y. i 331 \ Ytt LOCK (INSIDE) ra PIN (m.l %i1_s s�er�•I ''''i�'•(rn:)"ii?:-i I tiJ T It a,,> i * SEE NOTE 6 FOR FIV LOGK� , Q 'f' LOaC, ON SHEET s. 1t ®0 HV "T" LOCK (OUTSIDE) SEFaES 94" ALUIONDU (2024-T3 AMAro TARGE FLANGE THIN SHEET NU SM. PARE f 0820. AS MANUFACTURED Sr AVM CKERRr TEXTOW{ PARWPENY• NEW UERSiY 07054 OR ECWT. No. 441 o.= STATE I %�O' FCDRII -fl OUT W/ 117/8?0 x 3/32 ? WING UT. HVG* IeC� 45 ) I 'VON I I vORIJJOR(`3', (OPTIONAL) TDB—HV OUT (DPII"`�HIM—HVC SYMMELICAL HD CENTERMATES SYMMETRICAL -HD CEN10MATES W (3' LOCK (EXTERIOR W/ 1 LOCK (INTERIOR) # SEE NODS ON LOWNG RODS® a HD® LMM ON Shwa 3 ** O,iYad11 nOA:MG @ADE® DEAL VALID FOR ALL OIDOFAYOES APRXAYMS IHM MAKE) HOD—HVDs* FLOATING STACK FLOMMA BUMING CODE(Non Nigh Velocity Hurricane Zom - 02020 TR.TECO. INC. @ 2020 EASTERN NErAL SUPPLY, INC. - - -BERTHA HVTA,- L C ®� N �. we S � S ®Ao Accordion Shutter System N V. BADE #1 W/ OR W/O H.V. WINDOW BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E„• D�aanDK oFaE DRAWN �: Mr a= N.W. 369L St, Ste. 303, VRGPOA GARDENS, FMDA 331e Association, Inc. 1 OLD 17-107 7/212D DATE: 7 2/2020 Ph— : (305)871-1530 . F- : (305)871-1531 426B Westroods Drive 2 e MCH: tlltecoacca om GA GG9"6 West Palm Beach. FL 33407 3 DRAWING No WAL7172 A. 19MOD57 Jr. P.E. 4 20-164 NATI IBC/nATC FLORIOA W. 0 44167 _.-..:`,• ... _...._.__ ! ------ .,r CONCRETE CONCRETE POURED CONCRETE ALL 'POURED CONCRETE p POURED BETE CONCRETE BLOCK WALL � i /� OR CONCRETE _ _-� ' l- OR CONCRETE j� -_OR CON CONCRETE CRETE REOUIRm ' % ' J BLOCK WALL REOUIRED f : r } .�rv_-� . i .r BLOCK WALL REONREb ; -_ ,_,r_ BLOCK WALL REQUIRED i ( �.- �... _ _- .. l }., CONCRETE ANCHOR i /-EXISTING CUSS / -EXISTING CULSi I - EXISTING GLASS 4�'� !' �', ? it 2 MIN NIN. SEPAW1110N /'' i - _ - �>2' MIN.{.. NG GLASS i1 MN SEPARATION / TO MASS (SEE - r i EOM i(i-, EO : TO (BASS (SEE i : SCHEDULE ON SHEET 6SN `. i ,� . TgrpA SCHMILE ON SHEET 1/t6•x3• MAX. _ ..` ON 11 OR 19 DDR� ` i vfmxx r (g r i �/ =J "�' j 79p (g ' 1UI SHEET 19 AAYD (6-063-T6) COM_ BUDES(D& ( 11 FOR AND �� 1 _SO4MLYIE ON SIM (LOCATE Al ALUM. CLOSER ON SHEET 19 FOR I I MR MADE ([)ANDEITHER SIDE" BLADES 0&a) PLATE (LOCATE 1/2 { �- 1 FMCS © &Q) 1/2' BIaDES©& EAR OF SO) AT EITHER SIDE MINI-� 1/2' MIN OF UI 1' OR 2• MAX. $10x1/2' S.M.S.- - d10x1/2'S.M.S. (As PLIGIBLE)x2z1/8'x0•-2'I ® 16" O.C. - ---_—_ i 0 16' O.C. I,E ALUMI UM CUP ANGLE 1 (6063 T6 AWM AT MIDHEIGHT, ••,� (1) # 0x1/2" S.M.S. TOO& r� y _ (2)1/ '0 TAPCONS ANCHORS TO O ® / ; SEE SIDE TAIL X TI N , iU QR'®� I WALL AT 1. O.C..((L; (LOCATE AT i j O ) �R SEE DETAIL X FOR J , ®i I I k7TH SIDE OF O OR II -r-��^ ®a SIDE CONNECTION O �R t TO TRAC 6 7 8 0 • TO TRACKS J �� 7 . 8 TO - ®"'®a©•07 a 8O f0 •®' SEE EDETAIL X FOR CONNECTIONS 4 lJ ®a loo • ®ap•�'p•®w TO TRACKS O ®'O 07 a BO- fo •®w '1d,.®w©.®a®•®a - TD�®w®•®'®•®w lop®w®•�'®•®a ©O•®a©'O'®a __ 0 0 ©w0.O•®w—©'O'©a©.p.®w ,-©•p•©a©.p.®a ®'®a®'®aOB •®a 9a Ba B • ®'®a®' B B'®a ©•®a®•Oa®-®a B , ®•O ®•® Ol©a O•®a0•®�•®w p•®ap.®ate•®ate END CONNECTION DETAI 01 END CONNECTION DETAIL 2t) END CO C ION DET �3 END CONNECTION DETAIL POURED CONCRETE OR ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• EXISTING GLASS ,+ CONCRETE BLOCK WALL ;-` EXISTING /- � ^� O - - - - - L .S_.. _..__i X REQUIRED GLASS L d 1 MN SEPPPADON fliCJ1/2' S.MScA TO GLASS (SEE a 16" %t, ( •'_�—__�________. - _______ 1 SCHEDULE ONSHEET MN. SEPARATIOJ _ _ _ _ 1 BADE© CONCRETE 1/2° MIY. TO (SASS (STF -�_____--_______ti c__ ©OR®OR j j OR ON SHEET 19 FOR ANCHOR ®- - SOkOl1lE 9♦EE7 © O CONCj---6�& ® 12° O.0.'�• 5 �""�- fON SHEET 19 F1 FOR �'OR� 4 `�—___AN---- OR 1 S OR I OR - - _____ __0/2MIN. EQI .-HI+DES m&Q9i .--------OR(@ 2' MN. ? c0. •SEE LWRA710h5 OF USE FOR I -_ GUIDE OA ON SHEET 19 (� Q OR ORQOR(9OR(9OR D VIEW Y �"O 1 PLAN POURED CONCRETE OR L O "OR DETAIL X ® Qa(�p .®w CONCRETE BLOCK WALL _ y ®a©•Q°'© 10 •®a - -- ®w©.Oj a 8 1 REQUIRED \ tOp®a©.®ap.®a — 1Op®a®•®,•p•®a END INSTALLATION �©O ®a©•O-®a ©O•®a©OWINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL SQ ®•®a®•®a@•@a" END CONNECTION DETAIL © un1JIIt II FLORIDA BUMMING CODE(Non Nigh Velocity Hurricane Zone; A ?� - - __- --- - -- - __ - - \\�}7,1` K..: tjlsl' 02020 TILTECO, INC. @2020 EASTERN METAL SUPPLY, INC. BERTHA W. - - _= No. 44 67(a' 0 N &o�m Accordion Shutter System KV MADE 01 W/ DR W/0 RV %MNDOW BLADE TILLtT TESTING do ENGINEERING COMPANY American Shutter Systems �, N oExRwnam pA11 PRAWN gh. M,p = a' STATE F �f "� SM N-W- WM 9- SW- 30. VFWU c npaa, nZM „IB. Association. Inc. 1 OLD 17-107 T/z/zoz DATE E U." Phm : (35)871-1530 . Fax : (305)871-154268 Wetraads Drve zo rCOR1 A c-maWest Palm Beach, Fl. 33407 a;CA-0006719m EADRAWING No WALTER A M= Jr- P,E 4 20-1 64 r,�PAT iclrhIA71IDrinA= FLORDA Lk- 1 44167 . ----- (ft.). FOR INSTALLATIONS W/— - MAXIMUM SHUTTER SPAN* "L+" 'L-' CENTERMATES. ®® or & or OR (ft.) FOR W/ ONE H.V. LOCK ® or ® or INSTALLATIONS W/ OPPOSING CENTt �or HD LOCK W/ NO LOCKING RODS or ® RMATE3�Ji & ONE HV LOCK WL or ® or CENTERMATES ® & ® W/ ONE HV -r" W/ NO LOCKING RODS LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t, tt) BOTTOM (SEE NOTES ttfl NC&WOOD INSTALLATIONS CONCRETE &WOOD �'� [CE07RE-TE UOUNRNC FLOOR/CEIUNG YAxOE I INRA TI NSTIARA WALL MOUNTING (psi.) Ora -) MOUNTING EATING@(a a g-� FLOOR/CMING MOUNTING + -- _ 5D 55 60 _t t =a- 1 t�-4• 75 ' 10•-Y 10'-1' - .85__- 9-6 9•-6. --- 105 110 125 __ Trio' s'-e• --- _-150 7'-2- i 5' 7- 155 ._165 -_6•_7•- --4-11'- 175--- 4•_9• 185 - 190 6'-4' _I '4'-5- -1 45 50 55 P-Y 11'-11' ri5 SCHFDULF .AN VAXIMUM SHUTTER SPAN* "L+' R "L-" (ft.) INSTALLATIONS & W/ ONE HV LOCKS 2-1 OR W/ NO LOCKING RODS (VALID FOR MOUNTING SHEET 7) CONCRETE ACE INSTALLATIONS RATINO FLOOR/CEILING MOUNTING (pat) OR I. OR -) FIAOR/WAL. MOUNTING L + _ _ 3O _ 16'-O' 16•-0• _ 50 60 10-2'.._ _ 65 _. _ 70 __L._.�____. B-9' I 9-4" MS?A IeT10N MrND CONCRETE & WOOD MANSORY WALL A, B. C, D. E. M. N. 0, P, 0. MOUNTING F. K & L R. S. & V. FLOOR/CEILING MOUNTING G, H. 1. I1. J T, U. W & X & M 6 MAXIMUM SHUTTER SPAN 'L+" OR 'L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 Psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE 05. SHEET 5. f t EXCEPT THAT MAXIMUM SHUTTER SPAN i. •"_-�_ -_ au 85 _ 9_-10_ _9'-70" 'L-' AND MAXIMUM AS-D. DE51NG PRESSURE RATING FOR 10'-1` 6p 9A-6• 9•_3: _. �9'-6' 9'-3, __. INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL 13E LIMITED AS FOLLOWS: 8'-9" I- CONNECTIONS TO KEYSTONE MOUNTING 9•-7 -- 100 -_-.110 _- _ ^8-9' 8'-4_' LIMITED TO +64.-72 P.9.f. AND 6'-0" SPAN. SEE MOUNTING MOON SHEET 7. 9_2 120 --120 - -'_B^2• -8'-0' '=3-- 6'-11' SEPARATION TO GLASS SCHEDULE 1 160 -_ 6'-11- -_5'-1 a" 180 _ 195 =` �Q No\C 14 *; a STA OF S", WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE 02020 TILTECD. INC. IL E601NC. / TILLIT TESTING & ENGINEERING COMPANY G= RW. JM- St. St& JO3. MOM OAR03v% wax Sl Phw : (305)871-1530 . Fm : (3D5)871-1531 e--H, tilt-000I.— rA-0005719 WALTER A TUH Jr. P.E LTI IDC /nATTI7 FLORMA Un / 44187 American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach; FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE ".D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CFIUNG: GIVEN A POSITIVE AS.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 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: " FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Lt+= 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: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "LI+', "L2+'. 'Ll- AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. CODE(Non High Velocity Hurricane Zorn @ 2020 EASTERN METAL SUPPLY. INC. - - -BERTHA-WA - Accordion Shutter System H.V. BLADE #1 W/ OR W/0 KV. WWW B!.ADE AWING No 20-164 01) 3,-0" OR LM 4'-0" 5'-0" 7,-0' B'-0' 9'-O' D'-0" w I 12 10 121f0 12'10I9 6 614 12 10 B 6 ss J - _isi'to 9 a J = - 72I10- 12 t(- II - 12 10 0` 4.5• s 1-r ..12 110 9 73 375T-- r 112 10 9 s31 3 L12 10 ,) ss =)_ 12 10 S.5 3 I_ _ 12 10 e S _ - 12 10 6S 4 12 10 1 6- 12 9S 5 3S 12 fi5 5 J5 12 5S 3 112 7 - - ,2 7 - - ,2- ;z-r>s = - 12 i 12 5.6 12 3 = j -- � j = } - 72 - - - - 1212 ®WALL HEADER MOUNTING a 1 n IIa 1216.! 9 e Is IS - 12 10,D a IB 45 is o —1a e-t4 i ,2 10i9 9 63171= t2 - 72- II12 {t 12 ,f0 �112 ,O 9 11 12 10 10It1� 8 14_ 1211019 -7-51-i 12 10 9 731- - ,2 fo a 43 _ } — 12-m`i 9 7 I - iz -,jj� _ to 10 9(5 =I- f2 10 7- 12 -1--j-7 _ 12 10 } - I2 10 I - -_ ;2 t01-I- iso'}=�= _ i= 12 12 12 No. 441 STATE( 14 12 70 19 B 0 6 12 1D 9 6 e Is 73 95 - 8 12 8 6 e- 10 9 6 �7A}- I la 9S 7S f -I- - 14 12 9875 6.535 - �_ 12 10 9 8 1_- is ;2 10 9 9 e 4 - L - /4 If 12 10i99 E 4.5 - _4'21:2i 10 53 18I - -flj-- 14 112 10 BS 99 -- - 1-4 i 12 9S } 73 4S - .� } _ la 14 115 f21 5 _ _-- las 12 75j1}33 5 --105 3 1. i7S 12 9.5 qj = _ _ l OS 7 Js Its 83 { 33 93 e.5 2 1-- 9 ILS�_ !_. = L7_ _ Z. } _ - 74 la _ 3 _ _ to 24 lab 0 02020 T9.TECO, INQ L�. �C®e[se. TILLIT TESTING & ENGINEERING COMPANY am N.R. 36tn. SL. Ste. 305. MOMMA GARDewS FLOR10A 33, Ph-- : (305)WI-1530 . F. (305)877-1531 e-m CA-0LUr QW671 oLwm WALTER A. 71L1lf Jr. P.F MIA= FUDR77A U. IT 44167 I+al - BS 55 4 3 _- 8 6 e 7S e _8 BS}5 35 - e 7s a = 135145 JS - - (6� 9 7S 7 4 !_7 53 4 ] - 1751 e'4S I5 4131- B e 6b 6 J - es `4S 33 - 16- fss 4 } J$ f e}e 4 774_ ~6 • 3S 3 - e aS J B 8 4.5 45 - i 3 - 8 7.5 3 -1- 7 7 JS _ 4 _3 } _ a 3I-= 1 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUG-SEi BLUE TAP TAPPER+ SEE AN SPECIFICATIONS ON SHEET 13 ♦ SEE UMRATIONS OF USE FOR BLADE 1A ON SHEET 19 �HV BLADE OR n HV BLADE OR n HV BLADE W/ C16 Hy. WINDOW BLADE WORKING IN UNISON American Shutter Systems Aaeoclation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zan 02020 EASTERN METAL SUPPLY, INC. - - RERTWA -HV,,, -- - Accordion Shutter System H,V. BADE $1 W/ OR W/O FLV. WINDOW HARE . 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ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (MO. Pc - 3 ks,7 ANCHORS SPACING FOM - WM' 1/4•0 TAPCON OR TAPCON WITH ACED THREADFCRM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BIIILDEX (Min. f e = 3 k.1 - 'No x 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY TAPCON OR COMPANY. (Min. rc = 3 ksi) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Yin. Ire - 2 Ioi) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT INC., AND 136MUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AME ICµ SHUTTER SYSTEMS ALL POUJTS LLD? -SET ASSOCIATION, INC. (Min. f'c - 3 kmj NOTES: BLUE TAP W/ CAP TAPPER+ Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'/ x 3/4' ALL POINTS SCUD -SET ANCHORS SHALL BE 7/8- MID THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITED, 1/4'0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHWLD • SLE uuyr '. OF = YON STUCCO EXIST, µD 1' MINIMUM FOR WADS WITH NO STUCCO. euoE"ON sHFLi t9 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISRNG WALL OR FLOOR, ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES A711kA2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION 0FT0 OFS WITH METAL STUDS SEE SHEET 20. (8) TO E)USTING CONCRETE BLOCK. (AGIM C-SO) N OR WITH CED THREADFaRM TECHNOLOGY ANCHORS. AS RED BY I.T.W. BUUDEX. - 1/4'o x 3/4' ALL POINTS TAPCON souD-SETµANCHORS. As ommmuTED BY ALL POINTS SCREW, UBOLTU& SPECIALTY COMPANY. - 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/40 TAPPER+ ANIxEORS AS MANUFACTURED BY DEWALT, INC., AND DISTWBUfED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AURIOWZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIA710% INC. NOTES: D.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4 0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE 13LOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S-S, MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE FXLSTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SAD WALL FINISHES. ANCHORAGE SHALL BE AS INOMATED ON NOTES 9.1) & B.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENgNEER. FOR INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDADONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.j VERSUS SPACING RELATIONSHIP FOR ANCHORS. 1 HV BLADE OR 1 V BLADE I& HY WINDOW BLADE WORKING IN UNISON + EDGE 01 TS atiS�V�kS_U$ �PgC1�LG =CF3�QUbE FOR ANCHORS• MAXMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E 0. LESS DUW THE INDICATED. REDUCE ANCHOR SPACING BY MULRPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN RODUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL FACTOR EDGE TAPCON TAP= WDN ADVANCED THREADFORM ALL POINT SOLID SET BLUE TAP W TAPPER + DISTANCE TECHNOLOGY / CAP 6EN. SPACING E.D. MIN. SPACING - 3' LOT. SPACING a 3• MIN. SPACING e 3 1/2' MIN. SPACING = r 3 3/4' ) 4' TOURED CONCRETE & � CRETE BLOCK�E FpyED CAE SIM ro11Rm CONCRETE & POURED CONCRETE & CONCt&TE BlOOL LPL Ea 3' U L ELL-3 1/2• ECG. Ea.2 1/2• CONCRETE BLOCK LL•L ED.-3 11r CONCRETE BLOCK NIX FA.Y ��RDrfTE /2' �• Ea.2 1/2• 0.90 1A _ _ 0.78 1.0 0.84 1.0 2 1/2' 2 _0.81. _ iA -- 1 - - - 0.43 - - - � A" l <</Tv 02020 TILTECO. INa - a`oto-! ErSF �•� - '�- No. 44 167 TILLIT TESTING & ENGINEERING COMPANY a' STATE 'p •• %L%-- 'e�ORI F J A ��e.� 6333 N.W. 361x. St, StO. 30. VERGING GAROEHS• F=ok 33 Ph'" : (305j871-1370 - I" : (WS)871-1531 a maa 01-o4a.eWR �jh7�ss�o •••t •��1 �' �Gr` WALTER A TUTTIJ, RE ,Will,..NA R. 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SHEET 11 1,� HV BLADE ONLY Amalison Shutter Systems Aefoclation, Inc. 4268 Westroods Drive West P01m Beach, FL 33407 i WUI: Non high Velocity Hurricane Zone; ® 2020 FlSp1FRgN���NEpfA//L�� SWpLLy. nr -- - - O�J19e"8-11-1J KK !Y TN - - - Accordion Shutter System fiV. BLALE Of W/ OR W/0 KV. WNIMN BLADE OFSfJ�lION GATE OWpiN W. f Oto n_1m verL .... IAWING No 20-164 MAXIMUM I INC MAXI CNEN MAX bmLL TER SPAa NFr rr1U1 • c n nl:cln� vcm.n IlM ANCHOR SPACING n.. c EDIIL FAR A (m uoummm oN s umm to & 171 l_.J EEB:!=—= -T- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIPL COX 2 W LBtL t+ 0� a SPRUCE I MA)UM DOUGIAS FIR W/ MIN. G=0.50 W/ MIN. G�.43 W/ MIN. Cm0.38 5 FIR NOR �m 00 WALL MOUNANGS CELING MOUNT T PLYWOOD tY/ W/ NIN G WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTNGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGSICEILING MOUNT T ELo vtiul M011Nn11Gs BA. WALL M01 W & X Ty & X M. 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Sai uu�Ramxs 0f d$ FOR e1,OE ON SRFII 10 + NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES 6 I. ANCHORS TO VNI. FLOOR OR SM WOOD SOW SWILL BE AS F,,,W S: A SUBS7RIITE SLWL MHSIST OF THE FIDLDe1Rh. 1/4'O DLPCON ARCNORS. AS YIUAIFACIIR00 iK LT.@i. BUODE1f W ItBO1091 -�� PEE ft 2 W/ GLOSS Qi6S) FACN SECTION OII ! N 0KW3 18 & 17. / MUWUEM AS INDICUM AT -OCUMM FIR W/ G•450 (HAS.) EY 0nM SEE FIDE 2 BMW -SV= PDX FIR NORM W/ C-0.43 NOS) -Ss� me FW Sam W/ am36 OLDS) 2. ANQmRs TO HOLLOW CEOOtG 9WL BE AS PER NOUNIBiG-TYPE U. 5103:T 17 AND SHALL COF66F OF -IML 1/r mR PLyffm (,885 Am LAG SCREWS AS PER NOS 2016 SPECMAWN5. ANmOR^' IIMwACnIRER06TA m FOLLOVIIG ALL OF Tiff RMINAM OI OOHS AND SPFSMCA NM OF TIE iQ ­L. 02020 TILUCO. INC. -``�••No.44 67 is 7k F ,�. STATE ;• MLtIT TESTING & ENGINEERING COMPANY 8= NW. 30L S. st.. 305. VWWA Gumm s1m1 Ph.en ` : (303)571-1530. r0.: ( l-153 '''���sis�01{i •• \\y```-- /SIMATIIRF/nA7C Um JL U. if. M fL0i80A A.Se SsA0 Amwkan Shinier Systems Assocnankn. 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EA END lMDOW A ® w BIAIOE SEE END CONNECf10N DETADS ON SHEETS. 10 & 7B TYP FULL HEIGHT. F7-- -- � N --- (SEE SOEDULE� �T1�MAX(D ELEVATIO ---------- --- - ---1------ _--- AM ON INS SIM FOR SUDESQg �A 5 to 71TP. CEMERUATNS W/ 2 OR 5 AND � ® \�`— W/0 NOTE 4 ABOVE) ELM TYPICAL 1 HV BLADE WORKING 14 UNISON WITH HV WINDOW BLADE iA SHUTTER* N.T.S. - - - -- — - — — _ - - ``...... ''�i�� OM20 TWIECO. INC. MENO.441 7 =. � ®ewe. TIWT TESTING & ENGINEERING COMPANY 90 STA7f 0 r GM NA 301 St. St. RA. %X A G RpM ROM �i (305)871-1530 fax: (30)071-1531 AN wAl w a P.E. llllllfllllllt pit. SEAT_/SIGMATI IRF MATI7FLORIDA Ue- 144167 AS-D. DESIGN PRIEW liE PAW: +110. - 110 pu f. 2 wx. SHOREB SPAN: 86' S ALLOM MOUNIINC55: A D, 0 g H ON STIEkTS 6. 7; AS WELL AS LIOUNIBaS AI. O. T. U g N ON SHEETS 18 g 17. MAST CIENIERMA E. BE QlJDFD(OOR AT A 9 �OF �PPOSWG S (IQ IN NBFr. TDMF ©SHALL ONLY ALLOW A MAIIIKTK OF 5 OFEWNM (3b ROLES) FOR O PER BLADE AT SPACINGS SHORN ON STUET 4. (B) WN. CLEARANCE FRW�1 TOP OR BOMM EDGE OF IN WINDOW BLADE 1Q OF ANr 3b HONE FOR T) SHALL BE 127. (C) F1 aR 1/ BLADE COKING OUT FROM STARTERS AT ENDS UAT BE HY WINDOIV BLADE 1 (a) W WINDOW BLADE lO MUST BE USED ALTERNATE TO A SOLID NV BLADE 10 THROUGHOUT SHUrrENS A7DDL (Ei C�QERMA7FS SCULL ALWAYS BE (STALLED ADJACENT TO A SOLID HV BLA��IJAT ERFUR SIDE OF THEM. i (F) POLYCARBONATE HV W NDOW G SHALL BE NSTAUED SO TABS FACE THE DREIBOR OF THE OPENING BENG PROTECTED. HV VATAOW� MUST FA ONLY INSTALLED AND LOCKED USING A HV SET107G TOOL PROV= BY AS E INC. & SEE ANCHOR SPACBNG SCHEDULE MR O$fAUAIMIS NMO WOOD FRAME BUILWW ON SHEET IS. AS LBBTEO BY SPAN AND DESI 1 g 2 ASOYEI, GN LOAD (SEE NOTES 7. SEE ANCHOR SPACING SOXEDUIE FOR INSTATIADONS ARM POURED JI OR CONCRETE BLOCK WALL ON SHEETS 12 g 13 AS LWM Uf SPAN AND DESIGN LOAD (SEE NOTES 1 g 2 Ate. B. MINIMUM SEPARATION TO CUSS SCHEDULE. 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